(This is a normative appendix and is part of this standard.)
The U-factors, C-factors, F-factors, and heat capacities for typical construction assemblies are included in Sections A2 through A8. These values shall be used for all calculations unless otherwise allowed by Section A1.2. Interpolation between values in a particular table in Normative Appendix A is allowed for rated R-values of insulation, including insulated sheathing. Extrapolation beyond values in a table in Normative Appendix A is not allowed.
If the building official determines that the proposed construction assembly is not adequately represented in Sections A2 through A8, the applicant shall determine appropriate values for the assembly using the assumptions in Section A9. An assembly is deemed to be adequately represented if:
- the interior structure, hereafter referred to as the base assembly, for the class of construction is the same as described in Sections A2 through A8 and
- changes in exterior or interior surface building materials added to the base assembly do not increase or decrease the R-value by more than 2 from that indicated in the descriptions in Sections A2 through A8.
Insulation, including insulated sheathing, is not considered a building material.
For the purpose of Section A1.2, the base assembly is continuous insulation over a structural deck. The U-factor includes R-0.17 for exterior air film, R-0 for metal deck, and R-0.61 for interior air film heat flow up. Added insulation is continuous and uninterrupted by framing. The framing factor is zero.
For roofs with insulation entirely above deck, the rated R-value of insulation is for continuous insulation.
U-factors for roofs with insulation entirely above deck shall be taken from Table A2.2.3. It is not acceptable to use these U-factors if the insulation is not entirely above deck or not continuous.
Rated R-Value of Insulation Alone | Overall U-Factor for Entire Assembly |
---|---|
R-0 | U-1.282 |
R-1 | U-0.562 |
R-2 | U-0.360 |
R-3 | U-0.265 |
R-4 | U-0.209 |
R-5 | U-0.173 |
R-6 | U-0.147 |
R-7 | U-0.129 |
R-8 | U-0.114 |
R-9 | U-0.102 |
R-10 | U-0.093 |
R-11 | U-0.085 |
R-12 | U-0.078 |
R-13 | U-0.073 |
R-14 | U-0.068 |
R-15 | U-0.063 |
R-16 | U-0.060 |
R-17 | U-0.056 |
R-18 | U-0.053 |
R-19 | U-0.051 |
R-20 | U-0.048 |
R-21 | U-0.046 |
R-22 | U-0.044 |
R-23 | U-0.042 |
R-24 | U-0.040 |
R-25 | U-0.039 |
R-26 | U-0.037 |
R-27 | U-0.036 |
R-28 | U-0.035 |
R-29 | U-0.034 |
R-30 | U-0.032 |
R-35 | U-0.028 |
R-40 | U-0.025 |
R-45 | U-0.022 |
R-50 | U-0.020 |
R-55 | U-0.018 |
R-60 | U-0.016 |
For the purpose of Section A1.2, the base assembly is a roof with thermal spacer blocks where the insulation is draped over the steel structure (purlins), spaced nominally 5 ft on center and compressed when the metal roof panels are attached to the steel structure (purlins).
The rated R-value of insulation is for insulation installed perpendicular to and draped over purlins and then compressed when the metal roof panels are attached. A minimum R-3 thermal spacer block between the purlins and the metal roof panels is required, unless compliance is shown by the overall assembly U-factor.
The first rated R-value of insulation is for insulation installed perpendicular to and draped over purlins. The second rated R-value of insulation is for unfaced insulation installed above the first layer and parallel to the purlins and then compressed when the metal roof panels are attached. A minimum R-3 thermal spacer block between the purlins and the metal roof panels is required, unless compliance is shown by the overall assembly U-factor.
For assemblies with continuous insulation the continuous insulation is installed above or below the purlins, uncompressed and uninterrupted by framing members.
A continuous membrane is installed below the purlins and uninterrupted by framing members. Uncompressed, unfaced insulation rests on top of the membrane between the purlins. For multilayer installations, the last rated R-Value of insulation is for unfaced insulation draped over purlins and then compressed when the metal roof panels are attached. A minimum R-3. thermal spacer block between the purlins and the metal roof panels is required unless compliance is shown by the overall assembly U-factor.
The first rated R-value of insulation represents faced or unfaced insulation installed between the purlins. The second rated R-value of insulation represents unfaced insulation installed above the first layer, perpendicular to the purlins and compressed when the metal roof panels are attached. A supporting structure retains the bottom of the first layer at the prescribed depth required for the full thickness of insulation. A minimum R-5 thermal spacer block between the purlins and the metal roof panels is required, unless compliance is shown by the overall assembly U-factor.
U-factors for metal building roofs shall be taken from Table A2.3.3 or determined in accordance with Section A9.2, provided the average purlin spacing for systems with compressed insulation is at least 52 in. U-factors for metal building roof assemblies with average purlin spacing less than 52 in. shall be determined in accordance with Section A9.2. U-factors in Table A2.3.3 shall not be used where the insulation is substantially compressed by the bracing between the purlins.
Insulation System | Rated R-Value of Insulation | Overall U-Factor for Entire Base Roof Assembly | Overall U-Factor for Assembly of Base Roof Plus Continuous Insulation (Uninterrupted by Framing) | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Rated R-Value of Continuous Insulation | |||||||||||
R-6.5 | R-9.8 | R-13 | R-15.8 | R-19 | R-22.1 | R-25 | R-32 | R-38 | |||
Standing Seam Roofs with Thermal Spacer Blocks^{a, b} | |||||||||||
Single Layer | None | 1.280 | 0.137 | 0.095 | 0.073 | 0.060 | 0.051 | 0.044 | 0.039 | 0.031 | 0.026 |
R-10 | 0.115 | 0.066 | 0.054 | 0.046 | 0.041 | 0.036 | 0.032 | 0.030 | 0.025 | 0.021 | |
R-11 | 0.107 | 0.063 | 0.052 | 0.045 | 0.040 | 0.035 | 0.032 | 0.029 | 0.024 | 0.021 | |
R-13 | 0.101 | 0.061 | 0.051 | 0.044 | 0.039 | 0.035 | 0.031 | 0.029 | 0.024 | 0.021 | |
R-16 | 0.096 | 0.059 | 0.049 | 0.043 | 0.038 | 0.034 | 0.031 | 0.028 | 0.024 | 0.021 | |
R-19 | 0.082 | 0.053 | 0.045 | 0.040 | 0.036 | 0.032 | 0.029 | 0.027 | 0.023 | 0.020 | |
Double Layer | R-10 + R-10 | 0.088 | 0.056 | 0.047 | 0.041 | 0.037 | 0.033 | 0.030 | 0.028 | 0.023 | 0.020 |
R-10 + R-11 | 0.086 | 0.055 | 0.047 | 0.041 | 0.036 | 0.033 | 0.030 | 0.027 | 0.023 | 0.020 | |
R-11 + R-11 | 0.085 | 0.055 | 0.046 | 0.040 | 0.036 | 0.033 | 0.030 | 0.027 | 0.023 | 0.020 | |
R-10 + R-13 | 0.084 | 0.054 | 0.046 | 0.040 | 0.036 | 0.032 | 0.029 | 0.027 | 0.023 | 0.020 | |
R-11 + R-13 | 0.082 | 0.053 | 0.045 | 0.040 | 0.036 | 0.032 | 0.029 | 0.027 | 0.023 | 0.020 | |
R-13 + R-13 | 0.075 | 0.050 | 0.043 | 0.038 | 0.034 | 0.031 | 0.028 | 0.026 | 0.022 | 0.019 | |
R-10 + R-19 | 0.074 | 0.050 | 0.043 | 0.038 | 0.034 | 0.031 | 0.028 | 0.026 | 0.022 | 0.019 | |
R-11 + R-19 | 0.072 | 0.049 | 0.042 | 0.037 | 0.034 | 0.030 | 0.028 | 0.026 | 0.022 | 0.019 | |
R-13 + R-19 | 0.068 | 0.047 | 0.041 | 0.036 | 0.033 | 0.030 | 0.027 | 0.025 | 0.021 | 0.019 | |
R-16 + R-19 | 0.065 | 0.046 | 0.040 | 0.035 | 0.032 | 0.029 | 0.027 | 0.025 | 0.021 | 0.019 | |
R-19 + R-19 | 0.060 | 0.043 | 0.038 | 0.034 | 0.031 | 0.028 | 0.026 | 0.024 | 0.021 | 0.018 | |
Liner System | R-19 + R-11 | 0.037 | |||||||||
R-25 + R-8 | 0.037 | ||||||||||
R-25 + R-11 | 0.031 | ||||||||||
R-30 + R-11 | 0.029 | ||||||||||
R-25 + R-11 + R-11 | 0.026 | ||||||||||
Filled Cavity with Thermal Spacer Blocks^{c} | |||||||||||
R-10+R-19 | 0.041 | 0.032 | 0.029 | 0.027 | 0.025 | 0.023 | 0.022 | 0.020 | 0.018 | 0.016 | |
Standing Seam Roofs without Thermal Spacer Blocks | |||||||||||
Liner System | R-19+R-11 | 0.040 | |||||||||
Through-Fastened Roofs without Thermal Spacer Blocks | |||||||||||
R-10 | 0.184 | 0.084 | 0.066 | 0.054 | 0.047 | 0.041 | 0.036 | 0.033 | 0.027 | 0.023 | |
R-11 | 0.182 | 0.083 | 0.065 | 0.054 | 0.047 | 0.041 | 0.036 | 0.033 | 0.027 | 0.023 | |
R-13 | 0.174 | 0.082 | 0.064 | 0.053 | 0.046 | 0.040 | 0.036 | 0.033 | 0.026 | 0.023 | |
R-16 | 0.157 | 0.078 | 0.062 | 0.052 | 0.045 | 0.039 | 0.035 | 0.032 | 0.026 | 0.023 | |
R-19 | 0.151 | 0.076 | 0.061 | 0.051 | 0.045 | 0.039 | 0.035 | 0.032 | 0.026 | 0.022 | |
Liner System | R-19+R-11 | 0.044 | |||||||||
(Multiple R-values are listed in order from inside to outside) |
For the purpose of Section A1.2, the base attic roof assembly is a roof with nominal 4 in. deep wood as the lower chord of a roof truss or ceiling joist. The ceiling is attached directly to the lower chord of the truss and the attic space above is ventilated. Insulation is located directly on top of the ceiling, first filling the cavities between the wood and then later covering both the wood and cavity areas. No credit is given for roofing materials. The single-rafter roof is similar to the base attic roof, with the key difference being that there is a single, deep rafter to which both the roof and the ceiling are attached. The heat flow path through the rafter is calculated to be the same depth as the insulation. Additional assemblies include continuous insulation, uncompressed and uninterrupted by framing. The U-factors include R-0.46 for semi-exterior air film, R-0.56 for 0.625 in. gypsum board, and R-0.61 for interior air film heat flow up. U-factors are provided for the following configurations:
- Attic roof, standard framing: insulation is tapered around the perimeter with a resultant decrease in thermal resistance. Weighting factors are 85% full-depth insulation, 5% half-depth insulation, and 10% joists.
- Attic roof, advanced framing: full and even depth of insulation extending to the outside edge of exterior walls. Weighting factors are 90% full-depth insulation and 10% joists.
- Single-rafter roof: an attic roof where the roof sheathing and ceiling are attached to the same rafter. Weighting factors are 90% full-depth insulation and 10% joists.
TABLE A2.4.2 Single-Rafter Roofs
Climate Zone | Minimum Insulation R-Value or Maximum Assembly U-Factor | ||
---|---|---|---|
Wood Rafter Depth, d (Actual) | |||
d ≤ 8 in. | 8 < d ≤ 10 in. | 10 < d ≤ 12 in. | |
1—7 | R-19/U-0.055 | R-30/U-0.036 | R-38/U-0.028 |
8 | R-21/U-0.052 | R-30/U-0.036 | R-38/U-0.028 |
For attics and other roofs, the rated R-value of insulation is for insulation installed both inside and outside the roof or entirely inside the roof cavity.
Occasional interruption by framing members is allowed but requires that the framing members be covered with insulation when the depth of the insulation exceeds the depth of the framing cavity.
Insulation in such roofs shall be permitted to be tapered at the eaves where the building structure does not allow full depth.
For single-rafter roofs, the requirement is the lesser of the values for attics and other roofs and those listed in Table A2.4.2.
U-factors for attic roofs with wood joists shall be taken from Table A2.4.3. It is not acceptable to use these U-factors if the framing is not wood. For attic roofs with steel joists, see Section A2.5.
Rated R-Value of Insulation Alone | Overall U-Factor for Entire Assembly | ||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
Wood-Framed Attic, Standard Framing | |||||||||||
None | U-0.613 | ||||||||||
R-11 | U-0.091 | ||||||||||
R-13 | U-0.081 | ||||||||||
R-19 | U-0.053 | ||||||||||
R-30 | U-0.034 | ||||||||||
R-38 | U-0.027 | ||||||||||
R-49 | U-0.021 | ||||||||||
R-60 | U-0.017 | ||||||||||
R-71 | U-0.015 | ||||||||||
R-82 | U-0.013 | ||||||||||
R-93 | U-0.011 | ||||||||||
R-104 | U-0.010 | ||||||||||
R-115 | U-0.009 | ||||||||||
R-126 | U-0.008 | ||||||||||
Wood-Framed Attic, Advanced Framing | |||||||||||
None | U-0.613 | ||||||||||
R-11 | U-0.088 | ||||||||||
R-13 | U-0.078 | ||||||||||
R-19 | U-0.051 | ||||||||||
R-30 | U-0.032 | ||||||||||
R-38 | U-0.026 | ||||||||||
R-49 | U-0.020 | ||||||||||
R-60 | U-0.016 | ||||||||||
R-71 | U-0.014 | ||||||||||
R-82 | U-0.012 | ||||||||||
R-93 | U-0.011 | ||||||||||
R-104 | U-0.010 | ||||||||||
R-115 | U-0.009 | ||||||||||
R-126 | U-0.008 | ||||||||||
Wood Joists, Single-rafter Roof | |||||||||||
Overall U-Factor for Assembly of Base Roof Plus Continuous Insulation (Uninterrupted by Framing) | |||||||||||
Cavity Insulation R-Value | Rated R-Value of Continuous Insulation | ||||||||||
None | R-5 | R-10 | R-15 | ||||||||
None | U-0.417 | U-0.135 | U-0.081 | U-0.057 | |||||||
R-11 | U-0.088 | U-0.061 | U-0.047 | U-0.038 | |||||||
R-13 | U-0.078 | U-0.056 | U-0.044 | U-0.036 | |||||||
R-15 | U-0.071 | U-0.052 | U-0.041 | U-0.034 | |||||||
R-19 | U-0.055 | U-0.043 | U-0.035 | U-0.030 | |||||||
R-21 | U-0.052 | U-0.041 | U-0.034 | U-0.029 | |||||||
R-25 | U-0.042 | U-0.035 | U-0.030 | U-0.026 | |||||||
R-30 | U-0.036 | U-0.030 | U-0.026 | U-0.023 | |||||||
R-38 | U-0.029 | U-0.025 | U-0.022 | U-0.020 |
For the purpose of Section A1.2, the base assembly is a roof supported by steel joists with insulation between the joists. The assembly represents a roof in many ways similar to a roof with insulation entirely above deck and a metal building roof. It is distinguished from the metal building roof category in that there is no metal exposed to the exterior. It is distinguished from the roof with insulation entirely above deck in that the insulation is located below the deck and is interrupted by metal trusses that provide thermal bypasses to the insulation. The U-factors include R-0.17 for exterior air film, R-0 for metal deck, and R-0.61 for interior air film heat flow up. The performance of the insulation/framing layer is calculated using the values in Table A9.2-1.
U-factors for attic roofs with steel joists shall be taken from Table A2.5.2. It is acceptable to use these U-factors for any attic roof with steel joists.
Rated R-Value of Insulation Alone | Overall U-Factor for Entire Assembly |
---|---|
R-0 | U-1.282 |
R-4 | U-0.215 |
R-5 | U-0.179 |
R-8 | U-0.120 |
R-10 | U-0.100 |
R-11 | U-0.093 |
R-12 | U-0.086 |
R-13 | U-0.080 |
R-15 | U-0.072 |
R-16 | U-0.068 |
R-19 | U-0.058 |
R-20 | U-0.056 |
R-21 | U-0.054 |
R-24 | U-0.049 |
R-25 | U-0.048 |
R-30 | U-0.041 |
R-35 | U-0.037 |
R-38 | U-0.035 |
R-40 | U-0.033 |
R-45 | U-0.031 |
R-50 | U-0.028 |
R-55 | U-0.027 |
Framing Type and Depth | Rated R-Value of Insulation Alone | Assembly U-Factors for 8 in. Normal Weight 145 lb/ft^{3} Solid Concrete Walls | Assembly U-Factors for 8 in. Medium Weight 115 lb/ft^{3} Concrete Block Walls: Solid Grouted | Assembly U-Factors for 8 in. Medium Weight 115 lb/ft^{3} Concrete Block Walls: Partially Grouted (Cores Uninsulated Except here specified) |
---|---|---|---|---|
No Framing | R-0 | U-0.740 | U-0.580 | U-0.480 |
Ungrouted Cores Filled with Loose-Fill Insulation | NA | NA | U-0.350 | |
Continuous Metal Framing at 24 in. on Center Horizontally | ||||
1.0 in. | R-0 | U-0.414 | U-0.359 | U-0.318 |
1.0 in. | R-3.8 | U-0.325 | U-0.290 | U-0.263 |
1.0 in. | R-5 | U-0.314 | U-0.281 | U-0.255 |
1.0 in. | R-6.5 | U-0.305 | U-0.274 | U-0.249 |
1.5 in. | R-11 | U-0.267 | U-0.243 | U-0.223 |
2.0 in. | R-7.6 | U-0.230 | U-0.212 | U-0.197 |
2.0 in. | R-10 | U-0.219 | U-0.202 | U-0.188 |
2.0 in. | R-13 | U-0.210 | U-0.195 | U-0.182 |
3.0 in. | R-11.4 | U-0.178 | U-0.167 | U-0.157 |
3.0 in. | R-15 | U-0.168 | U-0.158 | U-0.149 |
3.0 in. | R-19.0 | U-0.161 | U-0.152 | U-0.144 |
3.5 in. | R-11.0 | U-0.168 | U-0.158 | U-0.149 |
3.5 in. | R-13.0 | U-0.161 | U-0.152 | U-0.144 |
3.5 in. | R-15.0 | U-0.155 | U-0.147 | U-0.140 |
4.5 in. | R-17.1 | U-0.133 | U-0.126 | U-0.121 |
4.5 in. | R-22.5 | U-0.124 | U-0.119 | U-0.114 |
4.5 in. | R-25.2 | U-0.122 | U-0.116 | U-0.112 |
5.0 in. | R-19.0 | U-0.122 | U-0.117 | U-0.112 |
5.0 in. | R-25.0 | U-0.115 | U-0.110 | U-0.106 |
5.0 in. | R-28.0 | U-0.112 | U-0.107 | U-0.103 |
5.0 in. | R-32.0 | U-0.109 | U-0.105 | U-0.101 |
5.5 in. | R-19.0 | U-0.118 | U-0.113 | U-0.109 |
5.5 in. | R-20.9 | U-0.114 | U-0.109 | U-0.105 |
5.5 in. | R-21.0 | U-0.113 | U-0.109 | U-0.105 |
5.5 in. | R-27.5 | U-0.106 | U-0.102 | U-0.099 |
5.5 in. | R-30.8 | U-0.104 | U-0.100 | U-0.096 |
6.0 in. | R-22.8 | U-0.106 | U-0.102 | U-0.098 |
6.0 in. | R-30.0 | U-0.099 | U-0.095 | U-0.092 |
6.0 in. | R-33.6 | U-0.096 | U-0.093 | U-0.090 |
6.5 in. | R-24.7 | U-0.099 | U-0.096 | U-0.092 |
7.0 in. | R-26.6 | U-0.093 | U-0.090 | U-0.087 |
7.5 in. | R-28.5 | U-0.088 | U-0.085 | U-0.083 |
8.0 in. | R-30.4 | U-0.083 | U-0.081 | U-0.079 |
1 in. Metal Clips at 24 in. on Center Horizontally and 16 in. Vertically | ||||
1.0 in. | R-3.8 | U-0.210 | U-0.195 | U-0.182 |
1.0 in. | R-5.0 | U-0.184 | U-0.172 | U-0.162 |
1.0 in. | R-5.6 | U-0.174 | U-0.163 | U-0.154 |
1.5 in. | R-5.7 | U-0.160 | U-0.151 | U-0.143 |
1.5 in. | R-7.5 | U-0.138 | U-0.131 | U-0.125 |
1.5 in. | R-8.4 | U-0.129 | U-0.123 | U-0.118 |
2.0 in. | R-7.6 | U-0.129 | U-0.123 | U-0.118 |
2.0 in. | R-10.0 | U-0.110 | U-0.106 | U-0.102 |
2.0 in. | R-11.2 | U-0.103 | U-0.099 | U-0.096 |
2.5 in. | R-9.5 | U-0.109 | U-0.104 | U-0.101 |
2.5 in. | R-12.5 | U-0.092 | U-0.089 | U-0.086 |
2.5 in. | R-14.0 | U-0.086 | U-0.083 | U-0.080 |
3.0 in. | R-11.4 | U-0.094 | U-0.090 | U-0.088 |
3.0 in. | R-15.0 | U-0.078 | U-0.076 | U-0.074 |
3.0 in. | R-16.8 | U-0.073 | U-0.071 | U-0.069 |
3.5 in. | R-13.3 | U-0.082 | U-0.080 | U-0.077 |
3.5 in. | R-17.5 | U-0.069 | U-0.067 | U-0.065 |
3.5 in. | R-19.6 | U-0.064 | U-0.062 | U-0.061 |
4.0 in. | R-15.2 | U-0.073 | U-0.071 | U-0.070 |
4.0 in. | R-20.0 | U-0.061 | U-0.060 | U-0.058 |
4.0 in. | R-22.4 | U-0.057 | U-0.056 | U-0.054 |
5.0 in. | R-28.0 | U-0.046 | U-0.046 | U-0.045 |
6.0 in. | R-33.6 | U-0.039 | U-0.039 | U-0.038 |
7.0 in. | R-39.2 | U-0.034 | U-0.034 | U-0.033 |
8.0 in. | R-44.8 | U-0.030 | U-0.030 | U-0.029 |
9.0 in. | R-50.4 | U-0.027 | U-0.027 | U-0.026 |
10.0 in. | R-56.0 | U-0.024 | U-0.024 | U-0.024 |
11.0 in. | R-61.6 | U-0.022 | U-0.022 | U-0.022 |
Continuous Insulation Uninterrupted by Framing | ||||
No Framing | R-1.0 | U-0.425 | U-0.367 | U-0.324 |
No Framing | R-2.0 | U-0.298 | U-0.269 | U-0.245 |
No Framing | R-3.0 | U-0.230 | U-0.212 | U-0.197 |
No Framing | R-4.0 | U-0.187 | U-0.175 | U-0.164 |
No Framing | R-5.0 | U-0.157 | U-0.149 | U-0.141 |
No Framing | R-6.0 | U-0.136 | U-0.129 | U-0.124 |
No Framing | R-7.0 | U-0.120 | U-0.115 | U-0.110 |
No Framing | R-8.0 | U-0.107 | U-0.103 | U-0.099 |
No Framing | R-9.0 | U-0.097 | U-0.093 | U-0.090 |
No Framing | R-10.0 | U-0.088 | U-0.085 | U-0.083 |
No Framing | R-11.0 | U-0.081 | U-0.079 | U-0.076 |
No Framing | R-12.0 | U-0.075 | U-0.073 | U-0.071 |
No Framing | R-13.0 | U-0.070 | U-0.068 | U-0.066 |
No Framing | R-14.0 | U-0.065 | U-0.064 | U-0.062 |
No Framing | R-15.0 | U-0.061 | U-0.060 | U-0.059 |
No Framing | R-16.0 | U-0.058 | U-0.056 | U-0.055 |
No Framing | R-17.0 | U-0.054 | U-0.053 | U-0.052 |
No Framing | R-18.0 | U-0.052 | U-0.051 | U-0.050 |
No Framing | R-19.0 | U-0.049 | U-0.048 | U-0.047 |
No Framing | R-20.0 | U-0.047 | U-0.046 | U-0.045 |
No Framing | R-21.0 | U-0.045 | U-0.044 | U-0.043 |
No Framing | R-22.0 | U-0.043 | U-0.042 | U-0.042 |
No Framing | R-23.0 | U-0.041 | U-0.040 | U-0.040 |
No Framing | R-24.0 | U-0.039 | U-0.039 | U-0.038 |
No Framing | R-25.0 | U-0.038 | U-0.037 | U-0.037 |
No Framing | R-30.0 | U-0.032 | U-0.032 | U-0.031 |
No Framing | R-35.0 | U-0.028 | U-0.027 | U-0.027 |
No Framing | R-40.0 | U-0.024 | U-0.024 | U-0.024 |
No Framing | R-45.0 | U-0.022 | U-0.021 | U-0.021 |
No Framing | R-50.0 | U-0.019 | U-0.019 | U-0.019 |
No Framing | R-55.0 | U-0.018 | U-0.018 | U-0.018 |
No Framing | R-60.0 | U-0.016 | U-0.016 | U-0.016 |
Brick Cavity Wall with Continuous Insulation | ||||
No Framing | R-0 | U-0.337 | U-0.299 | U-0.270 |
No Framing | R-3.8 | U-0.148 | U-0.140 | U-0.133 |
No Framing | R-5.0 | U-0.125 | U-0.120 | U-0.115 |
No Framing | R-6.5 | U-0.106 | U-0.102 | U-0.098 |
No Framing | R-7.6 | U-0.095 | U-0.091 | U-0.088 |
No Framing | R-10 | U-0.077 | U-0.075 | U-0.073 |
No Framing | R-10.5 | U-0.079 | U-0.077 | U-0.075 |
No Framing | R-11.4 | U-0.070 | U-0.068 | U-0.066 |
No Framing | R-15 | U-0.056 | U-0.055 | U-0.053 |
No Framing | R-16.5 | U-0.054 | U-0.053 | U-0.052 |
No Framing | R-19.0 | U-0.046 | U-0.045 | U-0.044 |
No Framing | R-22.5 | U-0.041 | U-0.040 | U-0.039 |
No Framing | R-28.5 | U-0.033 | U-0.032 | U-0.032 |
Continuous Insulation Uninterrupted by Framing with Stucco and Continuous Metal Framing at 24 in. on Center Horizontally | ||||
1.0 in. | R-0+R-19.0 c.i. | U-0.047 | U-0.046 | U-0.045 |
1.0 in. | R-3.8+R-19.0 c.i. | U-0.045 | U-0.044 | U-0.044 |
1.0 in. | R-5+R-19.0 c.i. | U-0.045 | U-0.044 | U-0.043 |
1.0 in. | R-6.5+R-19.0 c.i. | U-0.045 | U-0.044 | U-0.043 |
1.5 in. | R-11+R-19.0 c.i. | U-0.044 | U-0.043 | U-0.043 |
2.0 in. | R-7.6+R-19.0 c.i. | U-0.043 | U-0.042 | U-0.041 |
2.0 in. | R-10+R-19.0 c.i. | U-0.042 | U-0.041 | U-0.041 |
2.0 in. | R-13+R-19.0 c.i. | U-0.042 | U-0.041 | U-0.041 |
3.0 in. | R-11.4+R-19.0 c.i. | U-0.041 | U-0.040 | U-0.039 |
3.0 in. | R-15+R-19.0 c.i. | U-0.040 | U-0.039 | U-0.039 |
3.0 in. | R-19.5+R-19.0 c.i. | U-0.040 | U-0.039 | U-0.038 |
3.5 in. | R-11.0+R-19.0 c.i. | U-0.040 | U-0.039 | U-0.039 |
3.5 in. | R-13.0+R-19.0 c.i. | U-0.040 | U-0.039 | U-0.038 |
5.0 in. | R-19.0+R-19.0 c.i. | U-0.037 | U-0.036 | U-0.036 |
5.0 in. | R-25+R-19.0 c.i. | U-0.036 | U-0.035 | U-0.035 |
5.0 in. | R-32.5+R-19.0 c.i. | U-0.035 | U-0.035 | U-0.034 |
5.5 in. | R-19.0+R-19.0 c.i. | U-0.036 | U-0.036 | U-0.035 |
5.5 in. | R-21.0+R-19.0 c.i. | U-0.035 | U-0.035 | U-0.035 |
Density, lb/ft^{3} | Properties | Thickness, in. | |||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | ||
20 | U-factor | 0.22 | 0.17 | 0.14 | 0.12 | 0.10 | 0.09 | 0.08 | 0.07 | 0.07 | 0.06 |
C-factor | 0.27 | 0.20 | 0.16 | 0.13 | 0.11 | 0.10 | 0.09 | 0.08 | 0.07 | 0.07 | |
R_{u} | 4.60 | 5.85 | 7.10 | 8.35 | 9.60 | 10.85 | 12.10 | 13.35 | 14.60 | 15.85 | |
R_{c} | 3.75 | 5.00 | 6.25 | 7.50 | 8.75 | 10.00 | 11.25 | 12.50 | 13.75 | 15.00 | |
HC | 1.0 | 1.3 | 1.7 | 2.0 | 2.3 | 2.7 | 3.0 | 3.3 | 3.7 | 4.0 | |
30 | U-factor | 0.28 | 0.22 | 0.19 | 0.16 | 0.14 | 0.12 | 0.11 | 0.10 | 0.09 | 0.09 |
C-factor | 0.37 | 0.28 | 0.22 | 0.18 | 0.16 | 0.14 | 0.12 | 0.11 | 0.10 | 0.09 | |
R_{u} | 3.58 | 4.49 | 5.40 | 6.30 | 7.21 | 8.12 | 9.03 | 9.94 | 10.85 | 11.76 | |
R_{c} | 2.73 | 3.64 | 4.55 | 5.45 | 6.36 | 7.27 | 8.18 | 9.09 | 10.00 | 10.91 | |
HC | 1.5 | 2.0 | 2.5 | 3.0 | 3.5 | 4.0 | 4.5 | 5.0 | 5.5 | 6.0 | |
40 | U-factor | 0.33 | 0.27 | 0.23 | 0.19 | 0.17 | 0.15 | 0.14 | 0.13 | 0.11 | 0.11 |
C-factor | 0.47 | 0.35 | 0.28 | 0.23 | 0.20 | 0.18 | 0.16 | 0.14 | 0.13 | 0.12 | |
R_{u} | 2.99 | 3.71 | 4.42 | 5.14 | 5.85 | 6.56 | 7.28 | 7.99 | 8.71 | 9.42 | |
R_{c} | 2.14 | 2.86 | 3.57 | 4.29 | 5.00 | 5.71 | 6.43 | 7.14 | 7.86 | 8.57 | |
HC | 2.0 | 2.7 | 3.3 | 4.0 | 4.7 | 5.3 | 6.0 | 6.7 | 7.3 | 8.0 | |
50 | U-factor | 0.38 | 0.31 | 0.26 | 0.23 | 0.20 | 0.18 | 0.16 | 0.15 | 0.14 | 0.13 |
C-factor | 0.57 | 0.43 | 0.34 | 0.28 | 0.24 | 0.21 | 0.19 | 0.17 | 0.15 | 0.14 | |
R_{u} | 2.61 | 3.20 | 3.79 | 4.38 | 4.97 | 5.56 | 6.14 | 6.73 | 7.32 | 7.91 | |
R_{c} | 1.76 | 2.35 | 2.94 | 3.53 | 4.12 | 4.71 | 5.29 | 5.88 | 6.47 | 7.06 | |
HC | 2.5 | 3.3 | 4.2 | 5.0 | 5.8 | 6.7 | 7.5 | 8.3 | 9.2 | 10.0 | |
85 | U-factor | 0.65 | 0.56 | 0.50 | 0.44 | 0.40 | 0.37 | 0.34 | 0.31 | 0.29 | 0.27 |
C-factor | 1.43 | 1.08 | 0.86 | 0.71 | 0.61 | 0.54 | 0.48 | 0.43 | 0.39 | 0.36 | |
R_{u} | 1.55 | 1.78 | 2.01 | 2.25 | 2.48 | 2.71 | 2.94 | 3.18 | 3.41 | 3.64 | |
R_{c} | 0.70 | 0.93 | 1.16 | 1.40 | 1.63 | 1.86 | 2.09 | 2.33 | 2.56 | 2.79 | |
HC | 4.3 | 5.7 | 7.1 | 8.5 | 9.9 | 11.3 | 12.8 | 14.2 | 15.6 | 17.0 | |
95 | U-factor | 0.72 | 0.64 | 0.57 | 0.52 | 0.48 | 0.44 | 0.41 | 0.38 | 0.36 | 0.33 |
C-factor | 1.85 | 1.41 | 1.12 | 0.93 | 0.80 | 0.70 | 0.62 | 0.56 | 0.51 | 0.47 | |
R_{u} | 1.39 | 1.56 | 1.74 | 1.92 | 2.10 | 2.28 | 2.46 | 2.64 | 2.81 | 2.99 | |
R_{c} | 0.54 | 0.71 | 0.89 | 1.07 | 1.25 | 1.43 | 1.61 | 1.79 | 1.96 | 2.14 | |
HC | 4.8 | 6.3 | 7.9 | 9.5 | 11.1 | 12.7 | 14.3 | 15.8 | 17.4 | 19.0 | |
105 | U-factor | 0.79 | 0.71 | 0.65 | 0.59 | 0.54 | 0.51 | 0.47 | 0.44 | 0.42 | 0.39 |
C-factor | 2.38 | 1.79 | 1.43 | 1.18 | 1.01 | 0.88 | 0.79 | 0.71 | 0.65 | 0.59 | |
R_{u} | 1.27 | 1.41 | 1.56 | 1.70 | 1.84 | 1.98 | 2.12 | 2.26 | 2.40 | 2.54 | |
R_{c} | 0.42 | 0.56 | 0.70 | 0.85 | 0.99 | 1.13 | 1.27 | 1.41 | 1.55 | 1.69 | |
HC | 5.3 | 7.0 | 8.8 | 10.5 | 12.3 | 14.0 | 15.8 | 17.5 | 19.3 | 21.0 | |
115 | U-factor | 0.84 | 0.77 | 0.70 | 0.65 | 0.61 | 0.57 | 0.53 | 0.50 | 0.48 | 0.45 |
C-factor | 2.94 | 2.22 | 1.75 | 1.47 | 1.25 | 1.10 | 0.98 | 0.88 | 0.80 | 0.74 | |
R_{u} | 1.19 | 1.30 | 1.42 | 1.53 | 1.65 | 1.76 | 1.87 | 1.99 | 2.10 | 2.21 | |
R_{c} | 0.34 | 0.45 | 0.57 | 0.68 | 0.80 | 0.91 | 1.02 | 1.14 | 1.25 | 1.36 | |
HC | 5.8 | 7.7 | 9.6 | 11.5 | 13.4 | 15.3 | 17.3 | 19.2 | 21.1 | 23.0 | |
125 | U-factor | 0.88 | 0.82 | 0.76 | 0.71 | 0.67 | 0.63 | 0.60 | 0.56 | 0.53 | 0.51 |
C-factor | 3.57 | 2.70 | 2.17 | 1.79 | 1.54 | 1.35 | 1.20 | 1.03 | 0.98 | 0.90 | |
R_{u} | 1.13 | 1.22 | 1.31 | 1.41 | 1.50 | 1.59 | 1.68 | 1.78 | 1.87 | 1.96 | |
R_{c} | 0.28 | 0.37 | 0.46 | 0.56 | 0.65 | 0.74 | 0.83 | 0.93 | 1.02 | 1.11 | |
HC | 6.3 | 8.3 | 10.4 | 12.5 | 14.6 | 16.7 | 18.8 | 20.8 | 22.9 | 25.0 | |
135 | U-factor | 0.93 | 0.87 | 0.82 | 0.77 | 0.73 | 0.69 | 0.66 | 0.63 | 0.60 | 0.57 |
C-factor | 4.55 | 3.33 | 2.70 | 2.22 | 1.92 | 1.67 | 1.49 | 1.33 | 1.22 | 1.11 | |
R_{u} | 1.07 | 1.15 | 1.22 | 1.30 | 1.37 | 1.45 | 1.52 | 1.60 | 1.67 | 1.75 | |
R_{c} | 0.22 | 0.30 | 0.37 | 0.45 | 0.52 | 0.60 | 0.67 | 0.75 | 0.82 | 0.90 | |
HC | 6.8 | 9.0 | 11.3 | 13.5 | 15.8 | 18.0 | 20.3 | 22.5 | 24.8 | 27.0 | |
144 | U-factor | 0.96 | 0.91 | 0.86 | 0.81 | 0.78 | 0.74 | 0.71 | 0.68 | 0.65 | 0.63 |
C-factor | 5.26 | 4.00 | 3.23 | 2.63 | 2.27 | 2.00 | 1.79 | 1.59 | 1.45 | 1.33 | |
R_{u} | 1.04 | 1.10 | 1.16 | 1.23 | 1.29 | 1.35 | 1.41 | 1.48 | 1.54 | 1.60 | |
R_{c} | 0.19 | 0.25 | 0.31 | 0.38 | 0.44 | 0.50 | 0.56 | 0.63 | 0.69 | 0.75 | |
HC | 7.2 | 9.6 | 12.0 | 14.4 | 16.8 | 19.2 | 21.6 | 24.0 | 26.4 | 28.8 |
The U-factors and R_{u} include standard air film resistances.
The C-factors and R_{c} are for the same assembly without air film resistances.
Note that the following assemblies do not qualify as a mass wall or mass floor: 3 in. thick concrete with densities of 85, 95, 125, and 135 lb/ft^{3}.
Product Size, in. | Density, lb/ft^{3} | Properties | Concrete Block Grouting and Cell Treatment | ||||
---|---|---|---|---|---|---|---|
Solid Grouted | Partly Grouted, Cells Empty | Partly Grouted, Cells Insulated | Unreinforced, Cells Empty | Unreinforced, Cells Insulated | |||
6 in. Block | 85 | U-factor | 0.57 | 0.46 | 0.34 | 0.40 | 0.20 |
C-factor | 1.11 | 0.75 | 0.47 | 0.60 | 0.23 | ||
R_{u} | 1.75 | 2.18 | 2.97 | 2.52 | 5.13 | ||
R_{c} | 0.90 | 1.33 | 2.12 | 1.67 | 4.28 | ||
HC | 10.9 | 6.7 | 7.0 | 4.2 | 4.6 | ||
95 | U-factor | 0.61 | 0.49 | 0.36 | 0.42 | 0.22 | |
C-factor | 1.25 | 0.83 | 0.53 | 0.65 | 0.27 | ||
R_{u} | 1.65 | 2.06 | 2.75 | 2.38 | 4.61 | ||
R_{c} | 0.80 | 1.21 | 1.90 | 1.53 | 3.76 | ||
HC | 11.4 | 7.2 | 7.5 | 4.7 | 5.1 | ||
105 | U-factor | 0.64 | 0.51 | 0.39 | 0.44 | 0.24 | |
C-factor | 1.38 | 0.91 | 0.58 | 0.71 | 0.30 | ||
R_{u} | 1.57 | 1.95 | 2.56 | 2.26 | 4.17 | ||
R_{c} | 0.72 | 1.10 | 1.71 | 1.41 | 3.32 | ||
HC | 11.9 | 7.7 | 7.9 | 5.1 | 5.6 | ||
115 | U-factor | 0.66 | 0.54 | 0.41 | 0.46 | 0.26 | |
C-factor | 1.52 | 0.98 | 0.64 | 0.76 | 0.34 | ||
R_{u} | 1.51 | 1.87 | 2.41 | 2.16 | 3.79 | ||
R_{c} | 0.66 | 1.02 | 1.56 | 1.31 | 2.94 | ||
HC | 12.3 | 8.1 | 8.4 | 5.6 | 6.0 | ||
125 | U-factor | 0.70 | 0.56 | 0.45 | 0.49 | 0.30 | |
C-factor | 1.70 | 1.08 | 0.73 | 0.84 | 0.40 | ||
R_{u} | 1.44 | 1.78 | 2.23 | 2.04 | 3.38 | ||
R_{c} | 0.59 | 0.93 | 1.38 | 1.19 | 2.53 | ||
HC | 12.8 | 8.6 | 8.8 | 6.0 | 6.5 | ||
135 | U-factor | 0.73 | 0.60 | 0.49 | 0.53 | 0.35 | |
C-factor | 1.94 | 1.23 | 0.85 | 0.95 | 0.49 | ||
R_{u} | 1.36 | 1.67 | 2.02 | 1.90 | 2.89 | ||
R_{c} | 0.51 | 0.82 | 1.17 | 1.05 | 2.04 | ||
HC | 13.2 | 9.0 | 9.3 | 6.5 | 6.9 | ||
8 in. Block | 85 | U-factor | 0.49 | 0.41 | 0.28 | 0.37 | 0.15 |
C-factor | 0.85 | 0.63 | 0.37 | 0.53 | 0.17 | ||
R_{u} | 2.03 | 2.43 | 3.55 | 2.72 | 6.62 | ||
R_{c} | 1.18 | 1.58 | 2.70 | 1.87 | 5.77 | ||
HC | 15.0 | 9.0 | 9.4 | 5.4 | 6.0 | ||
95 | U-factor | 0.53 | 0.44 | 0.31 | 0.39 | 0.17 | |
C-factor | 0.95 | 0.70 | 0.41 | 0.58 | 0.20 | ||
R_{u} | 1.90 | 2.29 | 3.27 | 2.57 | 5.92 | ||
R_{c} | 1.05 | 1.44 | 2.42 | 1.72 | 5.07 | ||
HC | 15.5 | 9.6 | 10.0 | 6.0 | 6.6 | ||
105 | U-factor | 0.55 | 0.46 | 0.33 | 0.41 | 0.19 | |
C-factor | 1.05 | 0.76 | 0.46 | 0.63 | 0.22 | ||
R_{u} | 1.81 | 2.17 | 3.04 | 2.44 | 5.32 | ||
R_{c} | 0.96 | 1.32 | 2.19 | 1.59 | 4.47 | ||
HC | 16.1 | 10.2 | 10.6 | 6.6 | 7.2 | ||
115 | U-factor | 0.58 | 0.48 | 0.35 | 0.43 | 0.21 | |
C-factor | 1.14 | 0.82 | 0.50 | 0.68 | 0.25 | ||
R_{u} | 1.72 | 2.07 | 2.84 | 2.33 | 4.78 | ||
R_{c} | 0.87 | 1.22 | 1.99 | 1.48 | 3.93 | ||
HC | 16.7 | 10.8 | 11.2 | 7.2 | 7.8 | ||
125 | U-factor | 0.61 | 0.51 | 0.38 | 0.45 | 0.24 | |
C-factor | 1.27 | 0.90 | 0.57 | 0.74 | 0.30 | ||
R_{u} | 1.64 | 1.96 | 2.62 | 2.20 | 4.20 | ||
R_{c} | 0.79 | 1.11 | 1.77 | 1.35 | 3.35 | ||
HC | 17.3 | 11.4 | 11.8 | 7.8 | 8.4 | ||
135 | U-factor | 0.65 | 0.55 | 0.42 | 0.49 | 0.28 | |
C-factor | 1.44 | 1.02 | 0.67 | 0.83 | 0.37 | ||
R_{u} | 1.54 | 1.83 | 2.35 | 2.05 | 3.55 | ||
R_{c} | 0.69 | 0.98 | 1.50 | 1.20 | 2.70 | ||
HC | 17.9 | 12.0 | 12.4 | 8.4 | 9.0 | ||
10 in. Block | 85 | U-factor | 0.44 | 0.38 | 0.25 | 0.35 | 0.13 |
C-factor | 0.70 | 0.57 | 0.31 | 0.50 | 0.14 | ||
R_{u} | 2.29 | 2.61 | 4.05 | 2.84 | 7.87 | ||
R_{c} | 1.44 | 1.76 | 3.20 | 1.99 | 7.02 | ||
HC | 19.0 | 11.2 | 11.7 | 6.5 | 7.3 | ||
95 | U-factor | 0.47 | 0.41 | 0.27 | 0.37 | 0.14 | |
C-factor | 0.77 | 0.62 | 0.35 | 0.55 | 0.16 | ||
R_{u} | 2.15 | 2.46 | 3.73 | 2.67 | 6.94 | ||
R_{c} | 1.30 | 1.61 | 2.88 | 1.82 | 6.09 | ||
HC | 19.7 | 11.9 | 12.4 | 7.3 | 8.1 | ||
105 | U-factor | 0.49 | 0.43 | 0.29 | 0.39 | 0.16 | |
C-factor | 0.85 | 0.68 | 0.39 | 0.59 | 0.19 | ||
R_{u} | 2.03 | 2.33 | 3.45 | 2.54 | 6.17 | ||
R_{c} | 1.18 | 1.48 | 2.60 | 1.69 | 5.32 | ||
HC | 20.4 | 12.6 | 13.1 | 8.0 | 8.8 | ||
10 in. Block | 115 | U-factor | 0.52 | 0.45 | 0.31 | 0.41 | 0.18 |
C-factor | 0.92 | 0.73 | 0.42 | 0.64 | 0.21 | ||
R_{u} | 1.94 | 2.22 | 3.21 | 2.42 | 5.52 | ||
R_{c} | 1.09 | 1.37 | 2.36 | 1.57 | 4.67 | ||
HC | 21.1 | 13.4 | 13.9 | 8.7 | 9.5 | ||
125 | U-factor | 0.54 | 0.48 | 0.34 | 0.44 | 0.21 | |
C-factor | 1.01 | 0.80 | 0.48 | 0.70 | 0.25 | ||
R_{u} | 1.84 | 2.10 | 2.95 | 2.28 | 4.81 | ||
R_{c} | 0.99 | 1.25 | 2.10 | 1.43 | 3.96 | ||
HC | 21.8 | 14.1 | 14.6 | 9.4 | 10.2 | ||
135 | U-factor | 0.58 | 0.51 | 0.38 | 0.47 | 0.25 | |
C-factor | 1.14 | 0.90 | 0.56 | 0.79 | 0.32 | ||
R_{u} | 1.72 | 1.96 | 2.64 | 2.12 | 4.00 | ||
R_{c} | 0.87 | 1.11 | 1.79 | 1.27 | 3.15 | ||
HC | 22.6 | 14.8 | 15.3 | 10.2 | 11.0 | ||
12 in. Block | 85 | U-factor | 0.40 | 0.36 | 0.22 | 0.34 | 0.11 |
C-factor | 0.59 | 0.52 | 0.27 | 0.48 | 0.12 | ||
R_{u} | 2.53 | 2.77 | 4.59 | 2.93 | 9.43 | ||
R_{c} | 1.68 | 1.92 | 3.74 | 2.08 | 8.58 | ||
HC | 23.1 | 13.3 | 14.0 | 7.5 | 8.5 | ||
95 | U-factor | 0.42 | 0.38 | 0.24 | 0.36 | 0.12 | |
C-factor | 0.66 | 0.57 | 0.30 | 0.52 | 0.13 | ||
R_{u} | 2.30 | 2.60 | 4.22 | 2.76 | 8.33 | ||
R_{c} | 1.53 | 1.75 | 3.37 | 1.91 | 7.48 | ||
HC | 23.9 | 14.2 | 14.8 | 8.3 | 9.3 | ||
105 | U-factor | 0.44 | 0.41 | 0.26 | 0.38 | 0.14 | |
C-factor | 0.71 | 0.62 | 0.33 | 0.57 | 0.15 | ||
R_{u} | 2.25 | 2.47 | 3.90 | 2.62 | 7.35 | ||
R_{c} | 1.40 | 1.62 | 3.05 | 1.77 | 6.50 | ||
HC | 24.7 | 15.0 | 15.6 | 9.1 | 10.2 | ||
115 | U-factor | 0.47 | 0.42 | 0.28 | 0.40 | 0.15 | |
C-factor | 0.77 | 0.66 | 0.36 | 0.61 | 0.18 | ||
R_{u} | 2.15 | 2.36 | 3.63 | 2.49 | 6.54 | ||
R_{c} | 1.30 | 1.51 | 2.78 | 1.64 | 5.69 | ||
HC | 25.6 | 15.8 | 16.4 | 10.0 | 11.0 | ||
125 | U-factor | 0.49 | 0.45 | 0.30 | 0.42 | 0.18 | |
C-factor | 0.84 | 0.72 | 0.40 | 0.66 | 0.21 | ||
R_{u} | 2.04 | 2.23 | 3.34 | 2.36 | 5.68 | ||
R_{c} | 1.19 | 1.38 | 2.49 | 1.51 | 4.83 | ||
HC | 26.4 | 16.6 | 17.3 | 10.8 | 11.8 | ||
135 | U-factor | 0.52 | 0.48 | 0.34 | 0.46 | 0.21 | |
C-factor | 0.94 | 0.81 | 0.47 | 0.74 | 0.26 | ||
R_{u} | 1.91 | 2.08 | 2.98 | 2.19 | 4.67 | ||
R_{c} | 1.06 | 1.23 | 2.13 | 1.34 | 3.82 | ||
HC | 27.2 | 17.5 | 18.1 | 11.6 | 12.6 |
TABLE A3.1-4 Effective R-Values for Insulation/Framing Layers Added to Above-Grade Mass Walls and Below-Grade Walls
Depth, in. | Framing Type | Rated R-Value of Insulation | |||||||||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
0 | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | ||
Effective R-value if Continuous Insulation Uninterrupted by Framing (Includes Gypsum Board) | |||||||||||||||||||||||||||
None | 0.5 | 1.5 | 2.5 | 3.5 | 4.5 | 5.5 | 6.5 | 7.5 | 8.5 | 9.5 | 10.5 | 11.5 | 12.5 | 13.5 | 14.5 | 15.5 | 16.5 | 17.5 | 18.5 | 19.5 | 20.5 | 21.5 | 22.5 | 23.5 | 24.5 | 25.5 | |
Effective R-value if Insulation is Installed in Cavity between Framing (Includes Gypsum Board) | |||||||||||||||||||||||||||
0.5 | Wood | 1.3 | 1.3 | 1.9 | 2.4 | 2.7 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA |
Metal | 0.9 | 0.9 | 1.1 | 1.1 | 1.2 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | |
0.75 | Wood | 1.4 | 1.4 | 2.1 | 2.7 | 3.1 | 3.5 | 3.8 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA |
Metal | 1.0 | 1.0 | 1.3 | 1.4 | 1.5 | 1.5 | 1.6 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | |
1.0 | Wood | 1.3 | 1.5 | 2.2 | 2.9 | 3.4 | 3.9 | 4.3 | 4.6 | 4.9 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA |
Metal | 1.0 | 1.1 | 1.4 | 1.6 | 1.7 | 1.8 | 1.8 | 1.9 | 1.9 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | |
1.5 | Wood | 1.3 | 1.5 | 2.4 | 3.1 | 3.8 | 4.4 | 4.9 | 5.4 | 5.8 | 6.2 | 6.5 | 6.8 | 7.1 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA |
Metal | 1.1 | 1.2 | 1.6 | 1.9 | 2.1 | 2.2 | 2.3 | 2.4 | 2.5 | 2.5 | 2.6 | 2.6 | 2.7 | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | NA | |
2.0 | Wood | 1.4 | 1.5 | 2.5 | 3.3 | 4.0 | 4.7 | 5.3 | 5.9 | 6.4 | 6.9 | 7.3 | 7.7 | 8.1 | 8.4 | 8.7 | 9.0 | 9.3 | NA | NA | NA | NA | NA | NA | NA | NA | NA |
Metal | 1.1 | 1.2 | 1.7 | 2.1 | 2.3 | 2.5 | 2.7 | 2.8 | 2.9 | 3.0 | 3.1 | 3.2 | 3.2 | 3.3 | 3.3 | 3.4 | 3.4 | NA | NA | NA | NA | NA | NA | NA | NA | NA | |
2.5 | Wood | 1.4 | 1.5 | 2.5 | 3.4 | 4.2 | 4.9 | 5.6 | 6.3 | 6.8 | 7.4 | 7.9 | 8.4 | 8.8 | 9.2 | 9.6 | 10.0 | 10.3 | 10.6 | 10.9 | 11.2 | 11.5 | NA | NA | NA | NA | NA |
Metal | 1.2 | 1.3 | 1.8 | 2.3 | 2.6 | 2.8 | 3.0 | 3.2 | 3.3 | 3.5 | 3.6 | 3.6 | 3.7 | 3.8 | 3.9 | 3.9 | 4.0 | 4.0 | 4.1 | 4.1 | 4.1 | NA | NA | NA | NA | NA | |
3.0 | Wood | 1.4 | 1.5 | 2.5 | 3.5 | 4.3 | 5.1 | 5.8 | 6.5 | 7.2 | 7.8 | 8.3 | 8.9 | 9.4 | 9.9 | 10.3 | 10.7 | 11.1 | 11.5 | 11.9 | 12.2 | 12.5 | 12.9 | NA | NA | NA | NA |
Metal | 1.2 | 1.3 | 1.9 | 2.4 | 2.8 | 3.1 | 3.3 | 3.5 | 3.7 | 3.8 | 4.0 | 4.1 | 4.2 | 4.3 | 4.4 | 4.4 | 4.5 | 4.6 | 4.6 | 4.7 | 4.7 | 4.8 | NA | NA | NA | NA | |
3.5 | Wood | 1.4 | 1.5 | 2.6 | 3.5 | 4.4 | 5.2 | 6.0 | 6.7 | 7.4 | 8.1 | 8.7 | 9.3 | 9.8 | 10.4 | 10.9 | 11.3 | 11.8 | 12.2 | 12.6 | 13.0 | 13.4 | 13.8 | 14.1 | 14.5 | 14.8 | 15.1 |
Metal | 1.2 | 1.3 | 2.0 | 2.5 | 2.9 | 3.2 | 3.5 | 3.8 | 4.0 | 4.2 | 4.3 | 4.5 | 4.6 | 4.7 | 4.8 | 4.9 | 5.0 | 5.1 | 5.1 | 5.2 | 5.2 | 5.3 | 5.4 | 5.4 | 5.4 | 5.5 | |
4.0 | Wood | 1.4 | 1.6 | 2.6 | 3.6 | 4.5 | 5.3 | 6.1 | 6.9 | 7.6 | 8.3 | 9.0 | 9.6 | 10.2 | 10.8 | 11.3 | 11.9 | 12.4 | 12.8 | 13.3 | 13.7 | 14.2 | 14.6 | 14.9 | 15.3 | 15.7 | 16.0 |
Metal | 1.2 | 1.3 | 2.0 | 2.6 | 3.0 | 3.4 | 3.7 | 4.0 | 4.2 | 4.5 | 4.6 | 4.8 | 5.0 | 5.1 | 5.2 | 5.3 | 5.4 | 5.5 | 5.6 | 5.7 | 5.8 | 5.8 | 5.9 | 5.9 | 6.0 | 6.0 | |
4.5 | Wood | 1.4 | 1.6 | 2.6 | 3.6 | 4.5 | 5.4 | 6.2 | 7.1 | 7.8 | 8.5 | 9.2 | 9.9 | 10.5 | 11.2 | 11.7 | 12.3 | 12.8 | 13.3 | 13.8 | 14.3 | 14.8 | 15.2 | 15.7 | 16.1 | 16.5 | 16.9 |
Metal | 1.2 | 1.3 | 2.1 | 2.6 | 3.1 | 3.5 | 3.9 | 4.2 | 4.5 | 4.7 | 4.9 | 5.1 | 5.3 | 5.4 | 5.6 | 5.7 | 5.8 | 5.9 | 6.0 | 6.1 | 6.2 | 6.3 | 6.4 | 6.4 | 6.5 | 6.6 | |
5.0 | Wood | 1.4 | 1.6 | 2.6 | 3.6 | 4.6 | 5.5 | 6.3 | 7.2 | 8.0 | 8.7 | 9.4 | 10.1 | 10.8 | 11.5 | 12.1 | 12.7 | 13.2 | 13.8 | 14.3 | 14.8 | 15.3 | 15.8 | 16.3 | 16.7 | 17.2 | 17.6 |
Metal | 1.2 | 1.4 | 2.1 | 2.7 | 3.2 | 3.7 | 4.1 | 4.4 | 4.7 | 5.0 | 5.2 | 5.4 | 5.6 | 5.8 | 5.9 | 6.1 | 6.2 | 6.3 | 6.5 | 6.6 | 6.7 | 6.8 | 6.8 | 6.9 | 7.0 | 7.1 | |
5.5 | Wood | 1.4 | 1.6 | 2.6 | 3.6 | 4.6 | 5.5 | 6.4 | 7.3 | 8.1 | 8.9 | 9.6 | 10.3 | 11.0 | 11.7 | 12.4 | 13.0 | 13.6 | 14.2 | 14.7 | 15.3 | 15.8 | 16.3 | 16.8 | 17.3 | 17.8 | 18.2 |
Metal | 1.3 | 1.4 | 2.1 | 2.8 | 3.3 | 3.8 | 4.2 | 4.6 | 4.9 | 5.2 | 5.4 | 5.7 | 5.9 | 6.1 | 6.3 | 6.4 | 6.6 | 6.7 | 6.8 | 7.0 | 7.1 | 7.2 | 7.3 | 7.4 | 7.5 | 7.6 |
For the purpose of Section A1.2, the base assembly is a masonry or concrete wall. Continuous insulation is installed on the interior or exterior or within the masonry units, or it is installed on the interior or exterior of the concrete. The brick cavity wall has continuous insulation between the brick and the concrete or masonry. The U-factors include R-0.17 for exterior air film and R-0.68 for interior air film, vertical surfaces. For insulated walls, the U-factor also includes R-0.45 for 0.5 in. gypsum board. For the cavity wall, the U-factor includes R-0.74 for brick. U-factors are provided for the following configurations:
- Concrete wall: 8 in. normal weight concrete wall with a density of 145 lb/ft^{3}.
- Solid grouted concrete block wall: 8 in. medium weight ASTM C90 concrete block with a density of 115 lb/ft^{3} and solid grouted cores.
- Partially grouted concrete block wall: 8 in. medium weight ASTM C90 concrete block with a density of 115 lb/ft^{3} having reinforcing steel every 32 in. vertically and every 48 in. horizontally, with cores grouted in those areas only. Other cores are filled with insulating material only if there is no other insulation.
The rated R-value of insulation is for continuous insulation uninterrupted by framing other than 20 gage 1 in. metal clips spaced no closer than 24 in. on center horizontally and 16 in. on center vertically.
Where other framing, including metal and wood studs, is used, compliance shall be based on the maximum assembly U-factor.
Where rated R-value of insulation is used for concrete sandwich panels, the insulation shall be continuous throughout the entire panel.
U-factors for mass walls shall be taken from Table A3.1-1 or determined by the procedure in this subsection. It is acceptable to use the U-factors in Table A3.1-1 for all mass walls, provided that the grouting is equal to or less than that specified. HC for mass walls shall be taken from Table A3.1-2 or A3.1-3.
If not taken from Table A3.1-1, mass wall U-factors shall be determined from Tables A3.1-2, A3.1-3, or A3.1-4 using the following procedure:
- If the mass wall is uninsulated or only the cells are insulated:
- For concrete walls, determine the U-factor from Table A3.1-2 based on the concrete density and wall thickness.
- For concrete block walls, determine the U-factor from Table A3.1-3 based on the block size, concrete density, degree of grouting in the cells, and whether the cells are insulated.
- If the mass wall has additional insulation:
- For concrete walls, determine the R_{u} from Table A3.1-2 based on the concrete density and wall thickness. Next, determine the effective R-value for the insulation/framing layer from Table A3.1-4 based on the rated R-value of insulation installed, the thickness of the insulation, and whether it is installed between wood or metal framing or with no framing. Then, determine the U-factor by adding the R_{u} and the effective R-value together and taking the inverse of the total.
- For concrete block walls, determine the R_{u} from Table A3.1-3 based on the block size, concrete density, degree of grouting in the cells, and whether the cells are insulated. Next, determine the effective R-value for the insulation/framing layer from Table A3.1-4 based on the rated R-value of insulation installed, the thickness of the insulation, and whether it is installed between wood or metal framing or with no framing. Then, determine the U-factor by adding the R_{u} and the effective R-value together and taking the inverse of the total.
For the purpose of Section A1.2, the base assembly is a wall where the insulation is compressed between metal wall panels and the metal structure. Additional assemblies include continuous insulation, uncompressed and uninterrupted by framing. Insulation exposed to a conditioned space or semiheated space shall have a facing, and all insulation shall be continuously sealed to provide a continuous air barrier.
The first rated R-value of insulation is for insulation compressed between metal wall panels and the steel structure.
For assemblies with continuous insulation, the continuous insulation is installed on the outside or inside the girts, uncompressed and uninterrupted by the framing members.
U-factors for metal building walls shall be taken from Table A3.2.3 or determined in accordance with Section A9.2, provided the average girt spacing is at least 52 in. U-factors for metal building wall assemblies with average girt spacing less than 52 in. shall be determined in accordance with Section A9.2.
Insulation System | Rated R-Value of Insulation | Overall U-Factor for Entire Base Wall Assembly | Overall U-Factor for Assembly of Base Wall Plus Continuous Insulation (Uninterrupted by Framing) | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
R-6.5 | R-9.8 | R-13 | R-15.8 | R-19 | R-22.1 | R-25 | R-32 | R-38 | |||
Single Layer of Mineral Fiber | |||||||||||
None | 1.180 | 0.136 | 0.094 | 0.072 | 0.060 | 0.050 | 0.044 | 0.039 | 0.030 | 0.026 | |
R-10 | 0.186 | 0.084 | 0.066 | 0.054 | 0.047 | 0.041 | 0.036 | 0.033 | 0.027 | 0.023 | |
R-11 | 0.185 | 0.084 | 0.066 | 0.054 | 0.047 | 0.041 | 0.036 | 0.033 | 0.027 | 0.023 | |
R-13 | 0.162 | 0.079 | 0.063 | 0.052 | 0.046 | 0.040 | 0.035 | 0.032 | 0.026 | 0.023 | |
R-16 | 0.155 | 0.077 | 0.062 | 0.051 | 0.045 | 0.039 | 0.035 | 0.032 | 0.026 | 0.022 | |
R-19 | 0.147 | 0.075 | 0.060 | 0.050 | 0.044 | 0.039 | 0.035 | 0.031 | 0.026 | 0.022 |
For the purpose of Section A1.2, the base assembly is a wall where the insulation is installed within the cavity of the steel stud framing but where there is not a metal exterior surface spanning member. The steel stud framing is a minimum uncoated thickness of 0.043 in. for 18 gage or 0.054 in. for 16 gage. The U-factors include R-0.17 for exterior air film, R-0.08 for stucco, R-0.56 for 0.625 in. gypsum board on the exterior, R-0.56 for 0.625 in. gypsum board on the interior, and R-0.68 for interior vertical surfaces air film. The performance of the insulation/framing layer is calculated using the values in Table A9.2-2. Additional assemblies include continuous insulation, uncompressed and uninterrupted by framing. U-factors are provided for the following configurations:
- Standard framing: steel stud framing at 16 in. on center with cavities filled with 16 in. wide insulation for both 3.5 in. deep and 6.0 in. deep wall cavities.
- Advanced framing: steel stud framing at 24 in. on center with cavities filled with 24 in. wide insulation for both 3.5 in. deep and 6.0 in. deep wall cavities.
The first rated R-value of insulation is for uncompressed insulation installed in the cavity between steel studs. It is acceptable for this insulation to also be continuous insulation uninterrupted by framing.
If there are two values, the second rated R-value of insulation is for continuous insulation uninterrupted by framing, etc., to be installed in addition to the first insulation.
Opaque mullions in spandrel glass shall be covered with insulation complying with the steel-framed wall requirements.
U-factors for steel-framed walls shall be taken from Table A3.3.3.1.
Framing Type and Spacing Width (Actual Depth) |
Cavity Insulation R-Value: Rated (Effective Installed [see Table A9.2B]) |
Overall U-Factor for Entire Base Wall Assembly |
Overall U-Factor for Assembly of Base Wall Plus Continuous Insulation (Uninterrupted by Framing) Rated R-Value of Continuous Insulation |
|||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
R-1.00 | R-2.00 | R-3.00 | R-4.00 | R-5.00 | R-6.00 | R-7.00 | R-8.00 | R-9.00 | R-10.00 | R-11.00 | R-12.00 | R-13.00 | R-14.00 | R-15.00 | R-20.00 | R-25.00 | R-30.00 | R-35.00 | R-40.00 | |||
Steel Framing at 16 in. on Center | ||||||||||||||||||||||
3.5 in. depth | None (0.0) | 0.352 | 0.260 | 0.207 | 0.171 | 0.146 | 0.128 | 0.113 | 0.102 | 0.092 | 0.084 | 0.078 | 0.072 | 0.067 | 0.063 | 0.059 | 0.056 | 0.044 | 0.036 | 0.030 | 0.026 | 0.023 |
R-11 (5.5) | 0.132 | 0.117 | 0.105 | 0.095 | 0.087 | 0.080 | 0.074 | 0.069 | 0.064 | 0.060 | 0.057 | 0.054 | 0.051 | 0.049 | 0.046 | 0.044 | 0.036 | 0.031 | 0.027 | 0.024 | 0.021 | |
R-13 (6.0) | 0.124 | 0.111 | 0.100 | 0.091 | 0.083 | 0.077 | 0.071 | 0.066 | 0.062 | 0.059 | 0.055 | 0.052 | 0.050 | 0.048 | 0.045 | 0.043 | 0.036 | 0.030 | 0.026 | 0.023 | 0.021 | |
R-15 (6.4) | 0.118 | 0.106 | 0.096 | 0.087 | 0.080 | 0.074 | 0.069 | 0.065 | 0.061 | 0.057 | 0.054 | 0.051 | 0.049 | 0.047 | 0.045 | 0.043 | 0.035 | 0.030 | 0.026 | 0.023 | 0.021 | |
6.0 in. depth | R-19 (7.1) | 0.109 | 0.099 | 0.090 | 0.082 | 0.076 | 0.071 | 0.066 | 0.062 | 0.058 | 0.055 | 0.052 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.034 | 0.029 | 0.026 | 0.023 | 0.020 |
R-21 (7.4) | 0.106 | 0.096 | 0.087 | 0.080 | 0.074 | 0.069 | 0.065 | 0.061 | 0.057 | 0.054 | 0.051 | 0.049 | 0.047 | 0.045 | 0.043 | 0.041 | 0.034 | 0.029 | 0.025 | 0.022 | 0.020 | |
Steel Framing at 24 in. on Center | ||||||||||||||||||||||
3.5 in. depth | None (0.0) | 0.338 | 0.253 | 0.202 | 0.168 | 0.144 | 0.126 | 0.112 | 0.100 | 0.091 | 0.084 | 0.077 | 0.072 | 0.067 | 0.063 | 0.059 | 0.056 | 0.044 | 0.036 | 0.030 | 0.026 | 0.023 |
R-11 (6.6) | 0.116 | 0.104 | 0.094 | 0.086 | 0.079 | 0.073 | 0.068 | 0.064 | 0.060 | 0.057 | 0.054 | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.035 | 0.030 | 0.026 | 0.023 | 0.021 | |
R-13 (7.2) | 0.108 | 0.098 | 0.089 | 0.082 | 0.075 | 0.070 | 0.066 | 0.062 | 0.058 | 0.055 | 0.052 | 0.049 | 0.047 | 0.045 | 0.043 | 0.041 | 0.034 | 0.029 | 0.025 | 0.023 | 0.020 | |
R-15 (7.8) | 0.102 | 0.092 | 0.084 | 0.078 | 0.072 | 0.067 | 0.063 | 0.059 | 0.056 | 0.053 | 0.050 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.034 | 0.029 | 0.025 | 0.022 | 0.020 | |
6.0 in. depth | R-19 (8.6) | 0.094 | 0.086 | 0.079 | 0.073 | 0.068 | 0.064 | 0.060 | 0.057 | 0.054 | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.041 | 0.039 | 0.033 | 0.028 | 0.025 | 0.022 | 0.020 |
R-21 (9.0) | 0.090 | 0.083 | 0.077 | 0.071 | 0.066 | 0.062 | 0.059 | 0.055 | 0.052 | 0.050 | 0.048 | 0.045 | 0.043 | 0.042 | 0.040 | 0.038 | 0.032 | 0.028 | 0.024 | 0.022 | 0.020 |
For steel-framed walls with framing at less than 24 in. on center, use the standard framing values as described in Section A3.3.1(a).
For steel-framed walls with framing from 24 to 32 in. on center, use the advanced framing values as described in Section A3.3.1(b).
For steel-framed walls with framing greater than 32 in. on center, use the metal building wall values in Table A3.2.
For the purpose of Section A1.2, the base assembly is a wall where the insulation is installed between 2 in. nominal wood framing. Cavity insulation is full depth, but values are taken from Table A9.4.2 for R-19 insulation, which is compressed when installed in a 5.5 in. cavity. Headers are double 2 in. nominal wood framing. The U-factors include R-0.17 for exterior air film, R-0.08 for stucco, R-0.56 for 0.625 in. gypsum board on the exterior, R-0.56 for 0.625 in. gypsum board on the interior, and R-0.68 for interior air film, vertical surfaces. Additional assemblies include continuous insulation, uncompressed and uninterrupted by framing. U-factors are provided for the following configurations:
- Standard framing: wood framing at 16 in. on center with cavities filled with 14.5 in. wide insulation for both 3.5 in. deep and 5.5 in. deep wall cavities. Double headers leave no cavity. Weighting factors are 75% insulated cavity, 21% studs, plates, and sills, and 4% headers.
- Advanced framing: wood framing at 24 in. on center with cavities filled with 22.5 in. wide insulation for both 3.5 in. deep and 5.5 in. deep wall cavities. Double headers leave uninsulated cavities. Weighting factors are 78% insulated cavity, 18% studs, plates, and sills, and 4% headers.
- Advanced framing with insulated headers: wood framing at 24 in. on center with cavities filled with 22.5 in. wide insulation for both 3.5 in. deep and 5.5 in. deep wall cavities. Double header cavities are insulated. Weighting factors are 78% insulated cavity, 18% studs, plates, and sills, and 4% headers.
The first rated R-value of insulation is for uncompressed insulation installed in the cavity between wood studs. It is acceptable for this insulation to also be continuous insulation uninterrupted by framing.
If there are two values, the second rated R-value of insulation is for continuous insulation uninterrupted by framing, etc., to be installed in addition to the first insulation.
U-factors for wood-framed walls shall be taken from Table A3.4.3.1.
Framing Type and Spacing Width (Actual Depth) | Cavity Insulation R-Value: Rated (Effective Installed [see Table A9.4C]) | Overall U-Factor for Entire Base Wall Assembly | Overall U-Factor for Assembly of Base Wall Plus Continuous Insulation (Uninterrupted by Framing) Rated R-Value of Continuous Insulation | |||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
R-1.00 | R-2.00 | R-3.00 | R-4.00 | R-5.00 | R-6.00 | R-7.00 | R-8.00 | R-9.00 | R-10.00 | R-11.00 | R-12.00 | R-13.00 | R-14.00 | R-15.00 | R-20.00 | R-25.00 | R-30.00 | R-35.00 | R-40.00 | |||
Wood Studs at 16 in. on Center | ||||||||||||||||||||||
3.5 in. depth | None (0.0) | 0.292 | 0.223 | 0.181 | 0.152 | 0.132 | 0.116 | 0.104 | 0.094 | 0.086 | 0.079 | 0.073 | 0.068 | 0.064 | 0.060 | 0.056 | 0.053 | 0.042 | 0.035 | 0.030 | 0.026 | 0.023 |
R-11 (11.0) | 0.096 | 0.087 | 0.079 | 0.073 | 0.068 | 0.063 | 0.059 | 0.056 | 0.053 | 0.050 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.038 | 0.032 | 0.028 | 0.024 | 0.022 | 0.020 | |
R-13 (13.0) | 0.089 | 0.080 | 0.074 | 0.068 | 0.063 | 0.059 | 0.056 | 0.053 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.040 | 0.038 | 0.037 | 0.031 | 0.027 | 0.024 | 0.021 | 0.019 | |
R-15 (15.0) | 0.083 | 0.075 | 0.069 | 0.064 | 0.060 | 0.056 | 0.053 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.030 | 0.026 | 0.023 | 0.020 | 0.019 | |
5.5 in. depth | R-19 (18.0) | 0.067 | 0.062 | 0.058 | 0.054 | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.038 | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.027 | 0.024 | 0.021 | 0.019 | 0.018 |
R-21 (21.0) | 0.063 | 0.058 | 0.054 | 0.051 | 0.048 | 0.045 | 0.043 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.034 | 0.032 | 0.031 | 0.030 | 0.026 | 0.023 | 0.021 | 0.019 | 0.017 | |
+ R-10 headers | R-19 (18.0) | 0.063 | 0.059 | 0.055 | 0.052 | 0.049 | 0.047 | 0.045 | 0.043 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.034 | 0.033 | 0.031 | 0.027 | 0.024 | 0.021 | 0.019 | 0.017 |
R-21 (21.0) | 0.059 | 0.055 | 0.051 | 0.049 | 0.046 | 0.044 | 0.042 | 0.040 | 0.038 | 0.037 | 0.035 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.026 | 0.023 | 0.020 | 0.018 | 0.017 | |
Wood Studs at 24 in. on Center | ||||||||||||||||||||||
3.5 in. depth | None (0.0) | 0.298 | 0.227 | 0.183 | 0.154 | 0.133 | 0.117 | 0.105 | 0.095 | 0.086 | 0.079 | 0.074 | 0.068 | 0.064 | 0.060 | 0.057 | 0.054 | 0.042 | 0.035 | 0.030 | 0.026 | 0.023 |
R-11 (11.0) | 0.094 | 0.085 | 0.078 | 0.072 | 0.067 | 0.062 | 0.059 | 0.055 | 0.052 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.040 | 0.038 | 0.032 | 0.027 | 0.024 | 0.022 | 0.019 | |
R-13 (13.0) | 0.086 | 0.078 | 0.072 | 0.067 | 0.062 | 0.058 | 0.055 | 0.052 | 0.049 | 0.047 | 0.045 | 0.043 | 0.041 | 0.039 | 0.038 | 0.036 | 0.031 | 0.026 | 0.023 | 0.021 | 0.019 | |
R-15 (15.0) | 0.080 | 0.073 | 0.067 | 0.062 | 0.058 | 0.055 | 0.052 | 0.049 | 0.046 | 0.044 | 0.042 | 0.040 | 0.039 | 0.037 | 0.036 | 0.035 | 0.029 | 0.026 | 0.023 | 0.020 | 0.018 | |
5.5 in. depth | R-19 (18.0) | 0.065 | 0.060 | 0.056 | 0.053 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.034 | 0.033 | 0.032 | 0.027 | 0.024 | 0.021 | 0.019 | 0.018 |
R-21 (21.0) | 0.060 | 0.056 | 0.052 | 0.049 | 0.046 | 0.044 | 0.042 | 0.040 | 0.038 | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.026 | 0.023 | 0.020 | 0.018 | 0.017 | |
+ R-10 headers | R-19 (18.0) | 0.062 | 0.058 | 0.054 | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.039 | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.031 | 0.027 | 0.024 | 0.021 | 0.019 | 0.017 |
R-21 (21.0) | 0.057 | 0.053 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.039 | 0.037 | 0.036 | 0.035 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.025 | 0.023 | 0.020 | 0.018 | 0.017 |
For wood-framed walls with framing at less than 24 in. on center, use the standard framing values as described in Section A3.4.1(a).
For wood-framed walls with framing from 24 to 32 in. on center, use the advanced framing values as described in Section A3.4.1(b) if the headers are uninsulated or the advanced framing with insulated header values as described in Section A3.4.1(c) if the headers are insulated.
For wood-framed walls with framing greater than 32 in. on center, U-factors shall be determined in accordance with Section A9.
For the purpose of Section A1.2, The base assembly is 8 in. medium-weight concrete block with a density of 115 lb/ft^{3} and solid grouted cores. Continuous insulation is installed on the interior or exterior. In contrast to the U-factor for above-grade walls, the C-factor for below-grade walls does not include R-values for exterior or interior air films or for soil. For insulated walls, the C-factor does include R-0.45 for 0.5 in. gypsum board.
C-factors for below-grade walls shall be taken from Table A4.2.1 or determined by the procedure described in this subsection.
Framing Type and Depth | Rated R-Value of Insulation Alone | Specified C-Factors (Wall Only, without Soil and Air Films) |
---|---|---|
No Framing | R-0 | C-1.140 |
Exterior Insulation, Continuous and Uninterrupted by Framing | ||
No Framing | R-5.0 | C-0.170 |
No Framing | R-7.5 | C-0.119 |
No Framing | R-10.0 | C-0.092 |
No Framing | R-12.5 | C-0.075 |
No Framing | R-15.0 | C-0.063 |
No Framing | R-17.5 | C-0.054 |
No Framing | R-20.0 | C-0.048 |
No Framing | R-25.0 | C-0.039 |
No Framing | R-30.0 | C-0.032 |
No Framing | R-35.0 | C-0.028 |
No Framing | R-40.0 | C-0.025 |
No Framing | R-45.0 | C-0.022 |
No Framing | R-50.0 | C-0.020 |
Continuous Metal Framing at 24 in. on Center Horizontally | ||
3.5 in. | R-11.0 | C-0.182 |
3.5 in. | R-13.0 | C-0.174 |
3.5 in. | R-15.0 | C-0.168 |
5.5 in. | R-19.0 | C-0.125 |
5.5 in. | R-21.0 | C-0.120 |
1 in. Metal Clips at 24 in. on Center Horizontally and 16 in. Vertically | ||
1.0 in. | R-3.8 | C-0.233 |
1.0 in. | R-5.0 | C-0.201 |
1.0 in. | R-5.6 | C-0.189 |
1.5 in. | R-5.7 | C-0.173 |
1.5 in. | R-7.5 | C-0.147 |
1.5 in. | R-8.4 | C-0.138 |
2.0 in. | R-7.6 | C-0.138 |
2.0 in. | R-10.0 | C-0.116 |
2.0 in. | R-11.2 | C-0.108 |
2.5 in. | R-9.5 | C-0.114 |
2.5 in. | R-12.5 | C-0.096 |
2.5 in. | R-14.0 | C-0.089 |
3.0 in. | R-11.4 | C-0.098 |
3.0 in. | R-15.0 | C-0.082 |
3.0 in. | R-16.8 | C-0.076 |
3.5 in. | R-13.3 | C-0.085 |
3.5 in. | R-17.5 | C-0.071 |
3.5 in. | R-19.6 | C-0.066 |
4.0 in. | R-15.2 | C-0.076 |
4.0 in. | R-20.0 | C-0.063 |
4.0 in. | R-22.4 | C-0.058 |
If not taken from Table A4.2.1, below-grade wall C-factors shall be determined from Tables A3.1-2, A3.1-3, or A3.1-4 using the following procedure:
- If the below-grade wall is uninsulated or only the cells are insulated:
- For concrete walls, determine the C-factor from Table A3.1-2 based on the concrete density and wall thickness.
- For concrete block walls, determine the C-factor from Table A3.1-3 based on the block size, concrete density, degree of grouting in the cells, and whether the cells are insulated.
- If the mass wall has additional insulation:
- For concrete walls, determine the R_{c} from Table A3.1-2 based on the concrete density and wall thickness. Next, determine the effective R-value for the insulation/framing layer from Table A3.1-4 based on the rated R-value of insulation installed, the thickness of the insulation, and whether it is installed between wood or metal framing or with no framing. Then, determine the C-factor by adding the R_{c} and the effective R-value together and taking the inverse of the total.
- For concrete block walls, determine the R_{c} from Table A3.1-3 based on the block size, concrete density, degree of grouting in the cells, and whether the cells are insulated. Next, determine the effective R-value for the insulation/framing layer from Table A3.1-4 based on the rated R-value of insulation installed, the thickness of the insulation, and whether it is installed between wood or metal framing or with no framing. Then, determine the C-factor by adding the R_{c} and the effective R-value together and taking the inverse of the total.
The buffering effect of crawlspaces or parking garages shall not be included in U-factor calculations. See Section A6 for slab-on-grade floors.
For the purpose of Section A1.2, the base assembly is continuous insulation over or under a solid concrete floor. The U-factors include R-0.92 for interior air film—heat flow down, R-1.23 for carpet and rubber pad, R-0.50 for 8 in. concrete, and R-0.46 for semi-exterior air film. Added insulation is continuous and uninterrupted by framing. Framing factor is zero.
The rated R-value of insulation is for continuous insulation uninterrupted by framing.
Where framing, including metal and wood joists, is used, compliance shall be based on the maximum assembly U-factor rather than the minimum rated R-value of insulation.
The U-factors for mass walls shall be taken from Table A5.2.3.1.
Framing Type and Spacing Width (Actual Depth) | Cavity Insulation R-Value: Rated (Effective Installed) | Overall U-Factor for Entire Base Floor Assembly | Overall U-Factor for Assembly of Base Floor Plus Continuous Insulation (Uninterrupted by Framing) | |||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Rated R-Value of Continuous Insulation | ||||||||||||||||||||||
R-1.00 | R-2.00 | R-3.00 | R-4.00 | R-5.00 | R-6.00 | R-7.00 | R-8.00 | R-9.00 | R-10.00 | R-11.00 | R-12.00 | R-13.00 | R-14.00 | R-15.00 | R-20.00 | R-25.00 | R-30.00 | R-35.00 | R-40.00 | |||
Concrete Floor with Rigid Foam | ||||||||||||||||||||||
None (0.0) | 0.322 | 0.243 | 0.196 | 0.164 | 0.141 | 0.123 | 0.110 | 0.099 | 0.090 | 0.083 | 0.076 | 0.071 | 0.066 | 0.062 | 0.058 | 0.055 | 0.043 | 0.036 | 0.030 | 0.026 | 0.023 | |
Concrete Floor with Pinned Boards | ||||||||||||||||||||||
R-4.2 (4.2) | 0.137 | 0.121 | 0.108 | 0.097 | 0.089 | 0.081 | 0.075 | 0.070 | 0.065 | 0.061 | 0.058 | 0.055 | 0.052 | 0.049 | 0.047 | 0.045 | 0.037 | 0.031 | 0.027 | 0.024 | 0.021 | |
R-6.3 (6.3) | 0.107 | 0.096 | 0.088 | 0.081 | 0.075 | 0.070 | 0.065 | 0.061 | 0.058 | 0.054 | 0.052 | 0.049 | 0.047 | 0.045 | 0.043 | 0.041 | 0.034 | 0.029 | 0.025 | 0.023 | 0.020 | |
R-8.3 (8.3) | 0.087 | 0.080 | 0.074 | 0.069 | 0.065 | 0.061 | 0.057 | 0.054 | 0.051 | 0.049 | 0.047 | 0.045 | 0.043 | 0.041 | 0.039 | 0.038 | 0.032 | 0.027 | 0.024 | 0.022 | 0.019 | |
R-10.4 (10.4) | 0.074 | 0.069 | 0.064 | 0.060 | 0.057 | 0.054 | 0.051 | 0.049 | 0.046 | 0.044 | 0.042 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.030 | 0.026 | 0.023 | 0.021 | 0.019 | |
R-12.5 (12.5) | 0.064 | 0.060 | 0.057 | 0.054 | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.034 | 0.033 | 0.028 | 0.025 | 0.022 | 0.020 | 0.018 | |
R-14.6 (14.6) | 0.056 | 0.053 | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.039 | 0.037 | 0.036 | 0.035 | 0.034 | 0.033 | 0.032 | 0.031 | 0.027 | 0.023 | 0.021 | 0.019 | 0.017 | |
R-16.7 (16.7) | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.039 | 0.037 | 0.036 | 0.035 | 0.034 | 0.032 | 0.031 | 0.030 | 0.030 | 0.029 | 0.025 | 0.022 | 0.020 | 0.018 | 0.017 | |
Concrete Floor with Spray-On Insulation | ||||||||||||||||||||||
1 in. | R-4 (4.0) | 0.141 | 0.123 | 0.110 | 0.099 | 0.090 | 0.083 | 0.076 | 0.071 | 0.066 | 0.062 | 0.058 | 0.055 | 0.052 | 0.050 | 0.047 | 0.045 | 0.037 | 0.031 | 0.027 | 0.024 | 0.021 |
2 in. | R-8 (8.0) | 0.090 | 0.083 | 0.076 | 0.071 | 0.066 | 0.062 | 0.058 | 0.055 | 0.052 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.040 | 0.038 | 0.032 | 0.028 | 0.024 | 0.022 | 0.020 |
3 in. | R-12 (12.0) | 0.066 | 0.062 | 0.058 | 0.055 | 0.052 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.040 | 0.038 | 0.037 | 0.036 | 0.034 | 0.033 | 0.028 | 0.025 | 0.022 | 0.020 | 0.018 |
4 in. | R-16 (16.0) | 0.052 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.040 | 0.038 | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.026 | 0.023 | 0.020 | 0.018 | 0.017 |
5 in. | R-20 (20.0) | 0.043 | 0.041 | 0.040 | 0.038 | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.028 | 0.027 | 0.026 | 0.023 | 0.021 | 0.019 | 0.017 | 0.016 |
6 in. | R-24 (24.0) | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.028 | 0.027 | 0.026 | 0.026 | 0.025 | 0.024 | 0.024 | 0.021 | 0.019 | 0.018 | 0.016 | 0.015 |
It is not acceptable to use the U-factors in Table A5.2.3.1 if the insulation is not continuous.
For the purpose of Section A1.2, the base assembly is a floor where the insulation is either placed between the steel joists or is sprayed on the underside of the floor and the joists. In both cases, the steel provides a thermal bypass to the insulation. The U-factors include R-0.92 for interior air film—heat flow down, R-1.23 for carpet and pad, R-0.25 for 4 in. concrete, R-0 for metal deck, and R-0.46 for semi-exterior air film. The performance of the insulation/ framing layer is calculated using the values in Table A9.2-1.
The first rated R-value of insulation is for uncompressed insulation installed in the cavity between steel joists or for spray-on insulation.
The U-factors for steel-joist floors shall be taken from Table A5.3.3.1.
Framing Type and Spacing Width (Actual Depth) | Cavity Insulation R-Value: Rated (Effective Installed [See Table A9.2-1]) | Overall U-Factor for Entire Base Floor Assembly | Overall U-Factor for Assembly of Base Floor Plus Continuous Insulation (Uninterrupted by Framing) | |||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Rated R-Value of Continuous Insulation | ||||||||||||||||||||||
R-1.00 | R-2.00 | R-3.00 | R-4.00 | R-5.00 | R-6.00 | R-7.00 | R-8.00 | R-9.00 | R-10.00 | R-11.00 | R-12.00 | R-13.00 | R-14.00 | R-15.00 | R-20.00 | R-25.00 | R-30.00 | R-35.00 | R-40.00 | |||
Steel Joist Floor with Rigid Foam | ||||||||||||||||||||||
None (0.0) | 0.350 | 0.259 | 0.206 | 0.171 | 0.146 | 0.127 | 0.113 | 0.101 | 0.092 | 0.084 | 0.078 | 0.072 | 0.067 | 0.063 | 0.059 | 0.056 | 0.044 | 0.036 | 0.030 | 0.026 | 0.023 | |
Steel Joist Floor with Spray-on Insulation | ||||||||||||||||||||||
1 in. | R-4 (3.88) | 0.148 | 0.129 | 0.114 | 0.103 | 0.093 | 0.085 | 0.078 | 0.073 | 0.068 | 0.064 | 0.060 | 0.056 | 0.053 | 0.051 | 0.048 | 0.046 | 0.037 | 0.032 | 0.027 | 0.024 | 0.021 |
2 in. | R-8 (7.52) | 0.096 | 0.088 | 0.081 | 0.075 | 0.070 | 0.065 | 0.061 | 0.058 | 0.054 | 0.052 | 0.049 | 0.047 | 0.045 | 0.043 | 0.041 | 0.039 | 0.033 | 0.028 | 0.025 | 0.022 | 0.020 |
3 in. | R-12 (10.80) | 0.073 | 0.068 | 0.064 | 0.060 | 0.057 | 0.054 | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.030 | 0.026 | 0.023 | 0.021 | 0.019 |
4 in. | R-16 (13.92) | 0.060 | 0.056 | 0.053 | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.039 | 0.037 | 0.036 | 0.035 | 0.034 | 0.032 | 0.031 | 0.027 | 0.024 | 0.021 | 0.019 | 0.018 |
5 in. | R-20 (17.00) | 0.050 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.039 | 0.037 | 0.036 | 0.035 | 0.033 | 0.032 | 0.031 | 0.030 | 0.030 | 0.029 | 0.025 | 0.022 | 0.020 | 0.018 | 0.017 |
6 in. | R-24 (19.68) | 0.044 | 0.042 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.027 | 0.027 | 0.024 | 0.021 | 0.019 | 0.017 | 0.016 |
Steel Joist Floor with Batt Insulation | ||||||||||||||||||||||
None (0.0) | 0.350 | 0.259 | 0.206 | 0.171 | 0.146 | 0.127 | 0.113 | 0.101 | 0.092 | 0.084 | 0.078 | 0.072 | 0.067 | 0.063 | 0.059 | 0.056 | 0.044 | 0.036 | 0.030 | 0.026 | 0.023 | |
R-11 (10.01) | 0.078 | 0.072 | 0.067 | 0.063 | 0.059 | 0.056 | 0.053 | 0.050 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.039 | 0.037 | 0.036 | 0.030 | 0.026 | 0.023 | 0.021 | 0.019 | |
R-13 (11.70) | 0.069 | 0.064 | 0.060 | 0.057 | 0.054 | 0.051 | 0.049 | 0.046 | 0.044 | 0.042 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.034 | 0.029 | 0.025 | 0.022 | 0.020 | 0.018 | |
R-15 (13.20) | 0.062 | 0.059 | 0.055 | 0.052 | 0.050 | 0.047 | 0.045 | 0.043 | 0.042 | 0.040 | 0.038 | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.028 | 0.024 | 0.022 | 0.020 | 0.018 | |
R-19 (16.34) | 0.052 | 0.050 | 0.047 | 0.045 | 0.043 | 0.041 | 0.040 | 0.038 | 0.037 | 0.035 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.026 | 0.023 | 0.020 | 0.018 | 0.017 | |
R-21 (17.64) | 0.049 | 0.047 | 0.044 | 0.043 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.025 | 0.022 | 0.020 | 0.018 | 0.017 | |
R-25 (20.25) | 0.043 | 0.041 | 0.040 | 0.038 | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.028 | 0.027 | 0.026 | 0.023 | 0.021 | 0.019 | 0.017 | 0.016 | |
R-30C (23.70) | 0.038 | 0.036 | 0.035 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.027 | 0.027 | 0.026 | 0.025 | 0.025 | 0.024 | 0.021 | 0.019 | 0.018 | 0.016 | 0.015 | |
R-30 (23.70) | 0.038 | 0.036 | 0.035 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.027 | 0.027 | 0.026 | 0.025 | 0.025 | 0.024 | 0.021 | 0.019 | 0.018 | 0.016 | 0.015 | |
R-38C (28.12) | 0.032 | 0.031 | 0.030 | 0.029 | 0.029 | 0.028 | 0.027 | 0.026 | 0.026 | 0.025 | 0.024 | 0.024 | 0.023 | 0.023 | 0.022 | 0.022 | 0.020 | 0.018 | 0.016 | 0.015 | 0.014 | |
R-38 (28.12) | 0.032 | 0.031 | 0.030 | 0.029 | 0.029 | 0.028 | 0.027 | 0.026 | 0.026 | 0.025 | 0.024 | 0.024 | 0.023 | 0.023 | 0.022 | 0.022 | 0.020 | 0.018 | 0.016 | 0.015 | 0.014 |
It is acceptable to use these U-factors for any steel-joist floor.
For the purpose of Section A1.2, the base assembly is a floor attached directly to the top of the wood joist with insulation located directly below the floor and ventilated airspace below the insulation. The heat flow path through the joist is calculated to be the same depth as the insulation. The U-factors include R-0.92 for interior air film—heat flow down, R-1.23 for carpet and pad, R-0.94 for 0.75 in. wood subfloor, and R-0.46 for semi-exterior air film. The weighting factors are 91% insulated cavity and 9% framing.
The first rated R-value of insulation is for uncompressed insulation installed in the cavity between wood joists.
The U-factors for wood-framed floors shall be taken from Table A5.4.3.1.
Framing Type and Spacing Width (Actual Depth) | Cavity Insulation R-Value: Rated (Effective Installed [See Table A9.2-1]) | Overall U-Factor for Entire Base Floor Assembly | Overall U-Factor for Assembly of Base Floor Plus Continuous Insulation (Uninterrupted by Framing) | |||||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Rated R-Value of Continuous Insulation | ||||||||||||||||||||||
R-1.00 | R-2.00 | R-3.00 | R-4.00 | R-5.00 | R-6.00 | R-7.00 | R-8.00 | R-9.00 | R-10.00 | R-11.00 | R-12.00 | R-13.00 | R-14.00 | R-15.00 | R-20.00 | R-25.00 | R-30.00 | R-35.00 | R-40.00 | |||
Wood Joists | ||||||||||||||||||||||
5.5 in. | None (0.0) | 0.282 | 0.220 | 0.180 | 0.153 | 0.132 | 0.117 | 0.105 | 0.095 | 0.087 | 0.080 | 0.074 | 0.069 | 0.064 | 0.060 | 0.057 | 0.054 | 0.042 | 0.035 | 0.030 | 0.026 | 0.023 |
R-11 (11.0) | 0.074 | 0.069 | 0.064 | 0.060 | 0.057 | 0.054 | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.039 | 0.037 | 0.036 | 0.035 | 0.030 | 0.026 | 0.023 | 0.020 | 0.019 | |
R-13 (13.0) | 0.066 | 0.062 | 0.058 | 0.055 | 0.052 | 0.049 | 0.047 | 0.045 | 0.043 | 0.041 | 0.039 | 0.038 | 0.036 | 0.035 | 0.034 | 0.033 | 0.028 | 0.025 | 0.022 | 0.020 | 0.018 | |
R-15 (15.0) | 0.060 | 0.057 | 0.053 | 0.050 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.038 | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.031 | 0.027 | 0.024 | 0.021 | 0.019 | 0.017 | |
R-19 (18.0) | 0.051 | 0.048 | 0.046 | 0.044 | 0.042 | 0.040 | 0.038 | 0.037 | 0.036 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.025 | 0.022 | 0.020 | 0.018 | 0.017 | |
R-21 (21.0) | 0.046 | 0.043 | 0.042 | 0.040 | 0.038 | 0.037 | 0.035 | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.027 | 0.027 | 0.023 | 0.021 | 0.019 | 0.017 | 0.016 | |
7.25 in. | R-25 (25.0) | 0.039 | 0.037 | 0.036 | 0.035 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.028 | 0.027 | 0.026 | 0.025 | 0.025 | 0.024 | 0.022 | 0.019 | 0.018 | 0.016 | 0.015 |
R-30C (30.0) | 0.034 | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.027 | 0.026 | 0.026 | 0.025 | 0.024 | 0.024 | 0.023 | 0.023 | 0.022 | 0.020 | 0.018 | 0.016 | 0.015 | 0.014 | |
9.25 in. | R-30 (30.0) | 0.033 | 0.032 | 0.031 | 0.030 | 0.029 | 0.028 | 0.027 | 0.027 | 0.026 | 0.025 | 0.024 | 0.024 | 0.023 | 0.023 | 0.022 | 0.022 | 0.020 | 0.018 | 0.016 | 0.015 | 0.014 |
11.25 in. | R-38C (38.0) | 0.027 | 0.026 | 0.025 | 0.025 | 0.024 | 0.024 | 0.023 | 0.022 | 0.022 | 0.021 | 0.021 | 0.020 | 0.020 | 0.020 | 0.019 | 0.019 | 0.017 | 0.016 | 0.015 | 0.014 | 0.013 |
13.25 in. | R-38 (38.0) | 0.026 | 0.026 | 0.025 | 0.024 | 0.024 | 0.023 | 0.023 | 0.022 | 0.022 | 0.021 | 0.021 | 0.020 | 0.020 | 0.019 | 0.019 | 0.019 | 0.017 | 0.016 | 0.015 | 0.014 | 0.013 |
For the purpose of Section A1.2, the base assembly is a slab floor of 6 in. concrete poured directly on to the earth, the bottom of the slab is at grade line, and soil conductivity is 0.75 Btu/h•ft•°F. In contrast to the U-factor for floors, the F-factor for slab-on-grade floors is expressed per linear foot of building perimeter. F-factors are provided for unheated slabs and for heated slabs. Unheated slab-on-grade floors do not have heating elements, and heated slab-on-grade floors do have heating elements within or beneath the slab. F-factors are provided for three insulation configurations:
- Horizontal Insulation: continuous insulation is applied directly to the underside of the slab and extends inward horizontally from the perimeter for the distance specified or continuous insulation is applied downward from the top of the slab and then extends horizontally to the interior or the exterior from the perimeter for the distance specified.
- Vertical Insulation: continuous insulation is applied directly to the slab exterior, extending downward from the top of the slab for the distance specified.
- Fully Insulated Slab: continuous insulation extends downward from the top of the slab and along the entire perimeter and completely covers the entire area under the slab.
The rated R-value of insulation shall be installed around the perimeter of the slab-on-grade floor to the distance specified.
Exception: For a monolithic slab-on-grade floor, the insulation shall extend from the top of the slab-on-grade to the bottom of the footing.
Insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum of the distance specified or to the top of the footing, whichever is less.
Insulation installed outside the foundation wall shall extend from the top of the slab or downward to at least the bottom of the slab and then horizontally to a minimum of the distance specified. In all climates, the horizontal insulation extending outside of the foundation shall be covered by pavement or by soil a minimum of 10 in. thick.
F-factors for slab-on-grade floors shall be taken from Table A6.3.1.
Insulation Description | Rated R-Value of Insulation | ||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
R-0 | R-5 | R-7.5 | R-10 | R-15 | R-20 | R-25 | R-30 | R-35 | R-40 | R-45 | R-50 | R-55 | |
Unheated Slabs | |||||||||||||
None | 0.73 | ||||||||||||
12 in. horizontal | 0.72 | 0.71 | 0.71 | 0.71 | |||||||||
24 in. horizontal | 0.70 | 0.70 | 0.70 | 0.69 | |||||||||
36 in. horizontal | 0.68 | 0.67 | 0.66 | 0.66 | |||||||||
48 in. horizontal | 0.67 | 0.65 | 0.64 | 0.63 | |||||||||
12 in. vertical | 0.61 | 0.60 | 0.58 | 0.57 | 0.567 | 0.565 | 0.564 | ||||||
24 in. vertical | 0.58 | 0.56 | 0.54 | 0.52 | 0.510 | 0.505 | 0.502 | ||||||
36 in. vertical | 0.56 | 0.53 | 0.51 | 0.48 | 0.472 | 0.464 | 0.460 | ||||||
48 in. vertical | 0.54 | 0.51 | 0.48 | 0.45 | 0.434 | 0.424 | 0.419 | ||||||
Fully insulated slab | 0.46 | 0.41 | 0.36 | 0.30 | 0.261 | 0.233 | 0.213 | 0.198 | 0.186 | 0.176 | 0.168 | 0.161 | |
Heated Slabs | |||||||||||||
None | 1.35 | ||||||||||||
12 in. horizontal | 1.31 | 1.31 | 1.30 | 1.30 | |||||||||
24 in. horizontal | 1.28 | 1.27 | 1.26 | 1.25 | |||||||||
36 in. horizontal | 1.24 | 1.21 | 1.20 | 1.18 | |||||||||
48 in. horizontal | 1.20 | 1.17 | 1.13 | 1.11 | |||||||||
12 in. vertical | 1.06 | 1.02 | 1.00 | 0.98 | 0.968 | 0.964 | 0.961 | ||||||
24 in. vertical | 0.99 | 0.95 | 0.90 | 0.86 | 0.843 | 0.832 | 0.827 | ||||||
36 in. vertical | 0.95 | 0.89 | 0.84 | 0.79 | 0.762 | 0.747 | 0.740 | ||||||
48 in. vertical | 0.91 | 0.85 | 0.78 | 0.72 | 0.688 | 0.671 | 0.659 | ||||||
Fully insulated slab | 0.74 | 0.64 | 0.55 | 0.44 | 0.373 | 0.326 | 0.296 | 0.273 | 0.255 | 0.239 | 0.227 | 0.217 |
Unlabeled opaque doors shall be assigned the following U-factors:
- Uninsulated single-layer metal swinging doors or non-swinging doors, including single-layer uninsulated access hatches and uninsulated smoke vents: 1.45
- Uninsulated double-layer metal swinging doors or non-swinging doors, including double-layer uninsulated access hatches and uninsulated smoke vents: 0.70
- Insulated metal swinging doors, including fire-rated doors, insulated access hatches, and insulated smoke vents: 0.50
- Wood doors, minimum nominal thickness of 1.75 in., including panel doors with minimum panel thickness of 1.125 in., solid core flush doors, and hollow core flush doors: 0.50
- Any other wood door: 0.60
All fenestration with U-factors, SHGC, or visible transmittance determined, certified, and labeled in accordance with NFRC 100, 200, and 300, respectively, shall be assigned those values.
Unlabeled skylights shall be assigned the U-factors in Table A8.1-1 and are allowed to use the SHGCs and VTs in Table A8.1-2. The metal with thermal break frame category shall not be used unless all frame members have a thermal break equal to or greater than 0.25 in.
Product Type | Sloped Installation | |||||||
---|---|---|---|---|---|---|---|---|
Unlabeled Skylight with Curb (Includes Glass/Plastic, Flat/Domed, Fixed/Operable) | Unlabeled Skylight without Curb (Includes Glass/Plastic, Flat/Domed, Fixed/Operable) | |||||||
Frame Type | Aluminum with Thermal Break | Reinforced Vinyl/Aluminum CladWood | Wood/Vinyl | Aluminum without Thermal Break | Aluminum with Thermal Break | Structural Glazing | Aluminum without Thermal Break | |
ID | Glazing Type | |||||||
Single Glazing | ||||||||
1 | 1/8 in. glass | 1.98 | 1.89 | 1.75 | 1.47 | 1.36 | 1.25 | 1.25 |
2 | 1/4 in. acrylic/polycarb | 1.82 | 1.73 | 1.60 | 1.31 | 1.21 | 1.10 | 1.10 |
3 | 1/8 in. acrylic/polycarb | 1.90 | 1.81 | 1.68 | 1.39 | 1.29 | 1.18 | 1.18 |
Double Glazing | ||||||||
4 | 1/4 in. airspace | 1.31 | 1.11 | 1.05 | 0.84 | 0.82 | 0.70 | 0.66 |
5 | 1/2 in. airspace | 1.30 | 1.10 | 1.04 | 0.84 | 0.81 | 0.69 | 0.65 |
6 | 1/4 in. argon space | 1.27 | 1.07 | 1.00 | 0.80 | 0.77 | 0.66 | 0.62 |
7 | 1/2 in. argon space | 1.27 | 1.07 | 1.00 | 0.80 | 0.77 | 0.66 | 0.62 |
Double Glazing, e = 0.60 on surface 2 or 3 | ||||||||
8 | 1/4 in. airspace | 1.27 | 1.08 | 1.01 | 0.81 | 0.78 | 0.67 | 0.63 |
9 | 1/2 in. airspace | 1.27 | 1.07 | 1.00 | 0.80 | 0.77 | 0.66 | 0.62 |
10 | 1/4 in. argon space | 1.23 | 1.03 | 0.97 | 0.76 | 0.74 | 0.63 | 0.58 |
11 | 1/2 in. argon space | 1.23 | 1.03 | 0.97 | 0.76 | 0.74 | 0.63 | 0.58 |
Double Glazing, e = 0.40 on surface 2 or 3 | ||||||||
12 | 1/4 in. airspace | 1.25 | 1.05 | 0.99 | 0.78 | 0.76 | 0.64 | 0.60 |
13 | 1/2 in. airspace | 1.24 | 1.04 | 0.98 | 0.77 | 0.75 | 0.64 | 0.59 |
14 | 1/4 in. argon space | 1.18 | 0.99 | 0.92 | 0.72 | 0.70 | 0.58 | 0.54 |
15 | 1/2 in. argon space | 1.20 | 1.00 | 0.94 | 0.74 | 0.71 | 0.60 | 0.56 |
Double Glazing, e = 0.20 on surface 2 or 3 | ||||||||
16 | 1/4 in. airspace | 1.20 | 1.00 | 0.94 | 0.74 | 0.71 | 0.60 | 0.56 |
17 | 1/2 in. airspace | 1.20 | 1.00 | 0.94 | 0.74 | 0.71 | 0.60 | 0.56 |
18 | 1/4 in. argon space | 1.14 | 0.94 | 0.88 | 0.68 | 0.65 | 0.54 | 0.50 |
19 | 1/2 in. argon space | 1.15 | 0.95 | 0.89 | 0.68 | 0.66 | 0.55 | 0.51 |
Double Glazing, e = 0.10 on surface 2 or 3 | ||||||||
20 | 1/4 in. airspace | 1.18 | 0.99 | 0.92 | 0.72 | 0.70 | 0.58 | 0.54 |
21 | 1/2 in. airspace | 1.18 | 0.99 | 0.92 | 0.72 | 0.70 | 0.58 | 0.54 |
22 | 1/4 in. argon space | 1.11 | 0.91 | 0.85 | 0.65 | 0.63 | 0.52 | 0.47 |
23 | 1/2 in. argon space | 1.13 | 0.93 | 0.87 | 0.67 | 0.65 | 0.53 | 0.49 |
Double Glazing, e = 0.05 on surface 2 or 3 | ||||||||
24 | 1/4 in. airspace | 1.17 | 0.97 | 0.91 | 0.70 | 0.68 | 0.57 | 0.52 |
25 | 1/2 in. airspace | 1.17 | 0.98 | 0.91 | 0.71 | 0.69 | 0.58 | 0.53 |
26 | 1/4 in. argon space | 1.09 | 0.89 | 0.83 | 0.63 | 0.61 | 0.50 | 0.45 |
27 | 1/2 in. argon space | 1.11 | 0.91 | 0.85 | 0.65 | 0.63 | 0.52 | 0.47 |
Triple Glazing | ||||||||
28 | 1/4 in. airspaces | 1.12 | 0.89 | 0.84 | 0.64 | 0.64 | 0.53 | 0.48 |
29 | 1/2 in. airspaces | 1.10 | 0.87 | 0.81 | 0.61 | 0.62 | 0.51 | 0.45 |
30 | 1/4 in. argon spaces | 1.09 | 0.86 | 0.80 | 0.60 | 0.61 | 0.50 | 0.44 |
31 | 1/2 in. argon spaces | 1.07 | 0.84 | 0.79 | 0.59 | 0.59 | 0.48 | 0.42 |
Triple Glazing, e = 0.20 on surface 2,3,4, or 5 | ||||||||
32 | 1/4 in. airspace | 1.08 | 0.85 | 0.79 | 0.59 | 0.60 | 0.49 | 0.43 |
33 | 1/2 in. airspace | 1.05 | 0.82 | 0.77 | 0.57 | 0.57 | 0.46 | 0.41 |
34 | 1/4 in. argon space | 1.02 | 0.79 | 0.74 | 0.54 | 0.55 | 0.44 | 0.38 |
35 | 1/2 in. argon space | 1.01 | 0.78 | 0.73 | 0.53 | 0.54 | 0.43 | 0.37 |
Triple Glazing, e = 0.20 on surfaces 2 or 3 and 4 or 5 | ||||||||
36 | 1/4 in. airspace | 1.03 | 0.80 | 0.75 | 0.55 | 0.56 | 0.45 | 0.39 |
37 | 1/2 in. airspace | 1.01 | 0.78 | 0.73 | 0.53 | 0.54 | 0.43 | 0.37 |
38 | 1/4 in. argon space | 0.99 | 0.75 | 0.70 | 0.50 | 0.51 | 0.40 | 0.35 |
39 | 1/2 in. argon space | 0.97 | 0.74 | 0.69 | 0.49 | 0.50 | 0.39 | 0.33 |
Triple Glazing, e = 0.10 on surfaces 2 or 3 and 4 or 5 | ||||||||
40 | 1/4 in. airspace | 1.01 | 0.78 | 0.73 | 0.53 | 0.54 | 0.43 | 0.37 |
41 | 1/2 in. airspace | 0.99 | 0.76 | 0.71 | 0.51 | 0.52 | 0.41 | 0.36 |
42 | 1/4 in. argon space | 0.96 | 0.73 | 0.68 | 0.48 | 0.49 | 0.38 | 0.32 |
43 | 1/2 in. argon space | 0.95 | 0.72 | 0.67 | 0.47 | 0.48 | 0.37 | 0.31 |
Quadruple Glazing, e = 0.10 on surfaces 2 or 3 and 4 or 5 | ||||||||
44 | 1/4 in. airspace | 0.97 | 0.74 | 0.69 | 0.49 | 0.50 | 0.39 | 0.33 |
45 | 1/2 in. airspace | 0.94 | 0.71 | 0.66 | 0.46 | 0.47 | 0.36 | 0.30 |
46 | 1/4 in. argon space | 0.93 | 0.70 | 0.65 | 0.45 | 0.46 | 0.35 | 0.30 |
47 | 1/2 in. argon space | 0.91 | 0.68 | 0.63 | 0.43 | 0.44 | 0.33 | 0.28 |
48 | 1/4 in. krypton spaces | 0.88 | 0.65 | 0.60 | 0.40 | 0.42 | 0.31 | 0.25 |
Glass Type | Glazing Type: Number of Glazing Layers Number and Emissivity of Coatings (Glazing is Glass Except where Noted) | Unlabeled Skylights (Includes Glass/Plastic, Flat/Domed, Fixed/Operable) | |||||||
---|---|---|---|---|---|---|---|---|---|
Frame: | Metal without Thermal Break | Metal with Thermal Break | Wood/Vinyl/Fiberglass | ||||||
Characteristic: | SHGC | VT | SHGC | VT | SHGC | VT | |||
Clear | Single glazing, 1/8 in. glass | 0.82 | 0.76 | 0.78 | 0.76 | 0.73 | 0.73 | ||
Single glazing, 1/4 in. glass | 0.78 | 0.75 | 0.74 | 0.75 | 0.69 | 0.72 | |||
Single glazing, acrylic/polycarbonate | 0.83 | 0.92 | 0.83 | 0.92 | 0.83 | 0.92 | |||
Double glazing | 0.68 | 0.66 | 0.64 | 0.66 | 0.59 | 0.64 | |||
Double glazing, e = 0.40 on surface 2 or 3 | 0.71 | 0.65 | 0.67 | 0.65 | 0.62 | 0.63 | |||
Double glazing, e = 0.20 on surface 2 or 3 | 0.66 | 0.61 | 0.62 | 0.61 | 0.57 | 0.59 | |||
Double glazing, e = 0.10 on surface 2 or 3 | 0.59 | 0.63 | 0.55 | 0.63 | 0.51 | 0.61 | |||
Double glazing, acrylic/polycarbonate | 0.77 | 0.89 | 0.77 | 0.89 | 0.77 | 0.89 | |||
Triple glazing | 0.60 | 0.59 | 0.56 | 0.59 | 0.52 | 0.57 | |||
Triple glazing, e = 0.40 on surface 2, 3, 4, or 5 | 0.64 | 0.60 | 0.60 | 0.60 | 0.56 | 0.57 | |||
Triple glazing, e = 0.20 on surface 2, 3, 4, or 5 | 0.59 | 0.55 | 0.55 | 0.55 | 0.51 | 0.53 | |||
Triple glazing, e = 0.10 on surface 2, 3, 4, or 5 | 0.54 | 0.56 | 0.50 | 0.56 | 0.46 | 0.54 | |||
Triple glazing, e = 0.40 on surfaces 3 and 5 | 0.62 | 0.57 | 0.58 | 0.57 | 0.53 | 0.55 | |||
Triple glazing, e = 0.20 on surfaces 3 and 5 | 0.56 | 0.51 | 0.52 | 0.51 | 0.48 | 0.49 | |||
Triple glazing, e = 0.10 on surfaces 3 and 5 | 0.47 | 0.54 | 0.43 | 0.54 | 0.40 | 0.52 | |||
Triple glazing, acrylic/polycarbonate | 0.71 | 0.85 | 0.71 | 0.85 | 0.71 | 0.85 | |||
Quadruple glazing, e = 0.10 on surfaces 3 and 5 | 0.41 | 0.48 | 0.37 | 0.48 | 0.33 | 0.46 | |||
Quadruple glazing, acrylic/polycarbonate | 0.65 | 0.81 | 0.65 | 0.81 | 0.65 | 0.81 | |||
Tinted | Single glazing, 1/8 in. glass | 0.70 | 0.58 | 0.66 | 0.58 | 0.62 | 0.56 | ||
Single glazing, 1/4 in. glass | 0.61 | 0.45 | 0.56 | 0.45 | 0.52 | 0.44 | |||
Single glazing, acrylic/polycarbonate | 0.46 | 0.27 | 0.46 | 0.27 | 0.46 | 0.27 | |||
Double glazing | 0.50 | 0.40 | 0.46 | 0.40 | 0.42 | 0.39 | |||
Double glazing, e = 0.40 on surface 2 or 3 | 0.59 | 0.50 | 0.55 | 0.50 | 0.50 | 0.48 | |||
Double glazing, e = 0.20 on surface 2 or 3 | 0.47 | 0.37 | 0.43 | 0.37 | 0.39 | 0.36 | |||
Double glazing, e = 0.10 on surface 2 or 3 | 0.43 | 0.38 | 0.39 | 0.38 | 0.35 | 0.37 | |||
Double glazing, acrylic/polycarbonate | 0.37 | 0.25 | 0.37 | 0.25 | 0.37 | 0.25 | |||
Triple glazing | 0.42 | 0.22 | 0.37 | 0.22 | 0.34 | 0.21 | |||
Triple glazing, e = 0.40 on surface 2, 3, 4, or 5 | 0.53 | 0.45 | 0.49 | 0.45 | 0.45 | 0.44 | |||
Triple glazing, e = 0.20 on surface 2, 3, 4, or 5 | 0.42 | 0.33 | 0.38 | 0.33 | 0.35 | 0.32 | |||
Triple glazing, e = 0.10 on surface 2, 3, 4, or 5 | 0.39 | 0.34 | 0.35 | 0.34 | 0.31 | 0.33 | |||
Triple glazing, e = 0.40 on surfaces 3 and 5 | 0.51 | 0.43 | 0.47 | 0.43 | 0.43 | 0.42 | |||
Triple glazing, e = 0.20 on surfaces 3 and 5 | 0.40 | 0.31 | 0.36 | 0.31 | 0.32 | 0.29 | |||
Triple glazing, e = 0.10 on surfaces 3 and 5 | 0.34 | 0.32 | 0.30 | 0.32 | 0.27 | 0.31 | |||
Triple glazing, acrylic/polycarbonate | 0.30 | 0.23 | 0.30 | 0.23 | 0.30 | 0.23 | |||
Quadruple glazing, e = 0.10 on surfaces 3 and 5 | 0.30 | 0.29 | 0.26 | 0.29 | 0.23 | 0.28 | |||
Quadruple glazing, acrylic/polycarbonate | 0.27 | 0.25 | 0.27 | 0.25 | 0.27 | 0.25 |
Unlabeled vertical fenestration, both operable and fixed, shall be assigned the U-factors, SHGCs, and VTs in Table A8.2.
TABLE A8.2 Assembly U-Factors, Assembly SHGCs, and Assembly Visible Transmittances (VTs) for Unlabeled Vertical Fenestration
Frame Type | Glazing Type | Unlabeled Vertical Fenestration | |||||
---|---|---|---|---|---|---|---|
Clear Glass | Tinted Glass | ||||||
U-Factor | SHGC | VT | U-Factor | SHGC | VT | ||
All frame types | Single glazing | 1.25 | 0.82 | 0.76 | 1.25 | 0.70 | 0.58 |
Glass block | 0.60 | 0.56 | 0.56 | NA | NA | NA | |
Wood, vinyl, or fiberglass frames | Double glazing | 0.60 | 0.59 | 0.64 | 0.60 | 0.42 | 0.39 |
Triple glazing | 0.45 | 0.52 | 0.57 | 0.45 | 0.34 | 0.21 | |
Metal and other frame types | Double glazing | 0.90 | 0.68 | 0.66 | 0.90 | 0.50 | 0.40 |
Triple glazing | 0.70 | 0.60 | 0.59 | 0.70 | 0.42 | 0.22 |
Component U-factors for other opaque assemblies shall be determined in accordance with Section A9 only if approved by the building official in accordance with Section A1.2. The procedures required for each class of construction are specified in Section A9.2. Testing shall be performed in accordance with Section A9.3. Calculations shall be performed in accordance with Section A9.4.
Two- or three-dimensional finite difference and finite volume computer models shall be an acceptable alternative method to calculating the thermal performance values for all assemblies and constructions listed below. The following procedures shall also be permitted to determine all alternative U-factors, F-factors, and C-factors.
- Roofs
- Roofs with insulation entirely above deck: testing or series calculation method.
- Metal building roofs: testing, or for single-layer and double-layer systems, calculation method in Section A9.4.5.
- Attic roofs, wood joists: testing or parallel path calculation method.
- Attic roofs, steel joists: testing or parallel path calculation method using the insulation/framing layer adjustment factors in Table A9.2-1 or modified zone calculation method.
- Attic roofs, concrete joists: testing or parallel path calculation method if concrete is solid and uniform or isothermal planes calculation method if concrete has hollow sections.
- Other attic roofs and other roofs: testing or two-dimensional calculation method.
- Above-Grade Walls
- Mass walls: testing or isothermal planes calculation method or two-dimensional calculation method. The parallel path calculation method is not acceptable.
- Metal building walls: testing, or for single-layer and double-layer systems, calculation method in Section A9.4.5.
- Steel-framed walls: testing or parallel path calculation method using the insulation/framing layer adjustment factors in Table A9.2-2 or the modified zone method.
- Wood-framed walls: testing or parallel path calculation method.
- Other walls: testing or two-dimensional calculation method.
- Below-Grade Walls
- Mass walls: testing or isothermal planes calculation method or two-dimensional calculation method. The parallel path calculation method is not acceptable.
- Other walls: testing or two-dimensional calculation method
- Floors
- Mass floors: testing or parallel path calculation method if concrete is solid and uniform or isothermal planes calculation method if concrete has hollow sections.
- Steel joist floors: testing or modified zone calculation method.
- Wood joist floors: testing or parallel path calculation method or isothermal planes calculation method.
- Other floors: testing or two-dimensional calculation method.
- Slab-on-Grade Floors
No testing or calculations allowed.
TABLE A9.2-1 Effective Insulation/Framing Layer R-Values for Roof and Floor Insulation Installed Between Metal Framing (4 ft on Center)
Rated R-Value of Insulation | Correction Factor | Framing/Cavity R-Value | Rated R-Value of Insulation | Correction Factor | Framing/Cavity R-Value |
---|---|---|---|---|---|
0.00 | 1.00 | 0.00 | 20.00 | 0.85 | 17.00 |
4.00 | 0.97 | 3.88 | 21.00 | 0.84 | 17.64 |
5.00 | 0.96 | 4.80 | 24.00 | 0.82 | 19.68 |
8.00 | 0.94 | 7.52 | 25.00 | 0.81 | 20.25 |
10.00 | 0.92 | 9.20 | 30.00 | 0.79 | 23.70 |
11.00 | 0.91 | 10.01 | 35.00 | 0.76 | 26.60 |
12.00 | 0.90 | 10.80 | 38.00 | 0.74 | 28.12 |
13.00 | 0.90 | 11.70 | 40.00 | 0.73 | 29.20 |
15.00 | 0.88 | 13.20 | 45.00 | 0.71 | 31.95 |
16.00 | 0.87 | 13.92 | 50.00 | 0.69 | 34.50 |
19.00 | 0.86 | 16.34 | 55.00 | 0.67 | 36.85 |
TABLE A9.2-2 Effective Insulation/Framing Layer R-Values for Wall Insulation Installed Between Steel Framing
Nominal Depth of Cavity, in. | Actual Depth of Cavity, in. | Rated R-Value of Airspace or Insulation | Effective Framing/Cavity R-Value at 16 in. on Center | Effective Framing/Cavity R-Value at 24 in. on Center |
---|---|---|---|---|
Empty Cavity, No Insulation | ||||
4 | 3.5 | R-0.91 | 0.79 | 0.91 |
Insulated Cavity | ||||
4 | 3.5 | R-11 | 5.5 | 6.6 |
4 | 3.5 | R-13 | 6.0 | 7.2 |
4 | 3.5 | R-15 | 6.4 | 7.8 |
6 | 6.0 | R-19 | 7.1 | 8.6 |
6 | 6.0 | R-21 | 7.4 | 9.0 |
8 | 8.0 | R-25 | 7.8 | 9.6 |
If building material R-values or thermal conductivities are determined by testing, one of the following test procedures shall be used:
- ASTM C177
- ASTM C518
- ASTM C1363
If assembly U-factors are determined by testing, ASTM C1363 test procedures shall be used.
Product samples tested shall be production line material or representative of material as purchased by the consumer or contractor. If the assembly is too large to be tested at one time in its entirety, then either a representative portion shall be tested or different portions shall be tested separately and a weighted average determined. To be representative, the portion tested shall include edges of panels, joints with other panels, typical framing percentages, and thermal bridges.
The following procedures and assumptions shall be used for all calculations. R-values for air films, insulation, and building materials shall be taken from Sections A9.4.1 through A9.4.3, respectively. In addition, the appropriate assumptions listed in Sections A2 through A8, including framing factors, shall be used.
Exterior surfaces are areas exposed to the wind.
Semi-exterior surfaces are protected surfaces that face attics, crawlspaces, and parking garages with natural or mechanical ventilation.
Interior surfaces are surfaces within enclosed spaces.
The R-value for cavity airspaces shall be taken from Table A9.4.1.4-1 based on the emissivity of the cavity from Table A9.4.1.4-2. No credit shall be given for airspaces in cavities that contain any insulation or are less than 0.5 in. The values for 3.5 in. cavities shall be used for cavities of that width and greater.
TABLE A9.4.1.4-1 Values for Cavity Air Spaces
Component | Airspace Thickness, in. | R-Value Effective Emissivity | ||||
---|---|---|---|---|---|---|
0.03 | 0.05 | 0.20 | 0.50 | 0.82 | ||
Roof | 0.50 | 2.13 | 2.04 | 1.54 | 1.04 | 0.77 |
0.75 | 2.33 | 2.22 | 1.64 | 1.09 | 0.80 | |
1.50 | 2.53 | 2.41 | 1.75 | 1.13 | 0.82 | |
3.50 | 2.83 | 2.66 | 1.88 | 1.19 | 0.85 | |
Wall | 0.50 | 2.54 | 2.43 | 1.75 | 1.13 | 0.82 |
0.75 | 3.58 | 3.32 | 2.18 | 1.30 | 0.90 | |
1.50 | 3.92 | 3.62 | 2.30 | 1.34 | 0.93 | |
3.50 | 3.67 | 3.40 | 2.21 | 1.31 | 0.91 | |
Floor | 0.50 | 2.55 | 1.28 | 1.00 | 0.69 | 0.53 |
0.75 | 1.44 | 1.38 | 1.06 | 0.73 | 0.54 | |
1.50 | 2.49 | 2.38 | 1.76 | 1.15 | 0.85 | |
3.50 | 3.08 | 2.90 | 2.01 | 1.26 | 0.90 |
Surface | Average Emissivity e | Effective Emissivity | |
---|---|---|---|
Effective Emissivity of Air Space | |||
One Surface e; Other, 0.9 | Both Surfaces Emissivity e | ||
Aluminum foil, bright | 0.05 | 0.05 | 0.03 |
Aluminum foil, with condensate just visible (>0.7 gr/ft^{2}) | 0.30 | 0.29 | — |
Aluminum foil, with condensate clearly visible (>2.9 gr/ft^{2}) | 0.70 | 0.65 | — |
Aluminum sheet | 0.12 | 0.12 | 0.06 |
Aluminum coated paper, polished | 0.20 | 0.20 | 0.11 |
Steel, galv., bright | 0.25 | 0.24 | 0.15 |
Aluminum paint | 0.50 | 0.47 | 0.35 |
Building materials: wood, paper, masonry, nonmetallic paints | 0.90 | 0.82 | 0.82 |
Regular glass | 0.84 | 0.77 | 0.72 |
Insulation R-values shall be determined as follows:
- For insulation that is not compressed, the rated R-value of insulation shall be used.
- For calculation purposes, the effective R-value for insulation that is uniformly compressed in confined cavities shall be taken from Table A9.4.2.
- For calculation purposes, the effective R-value for insulation installed in cavities in attic roofs with steel joists shall be taken from Table A9.2-1.
- For calculation purposes, the effective R-value for insulation installed in cavities in steel-framed walls shall be taken from Table A9.2-2.
TABLE A9.4.2 Effective R-Values for Fiberglass
Insulation R-Value at Standard Thickness | |||||||||
---|---|---|---|---|---|---|---|---|---|
Rated R-Value | 38 | 30 | 22 | 21 | 19 | 15 | 13 | 11 | |
Standard Thickness, in. | 12 | 9.5 | 6.5 | 5.5 | 6 | 3.5 | 3.5 | 3.5 | |
Nominal Lumber Size, in. | Actual Depth of Cavity, in. | Effective Insulation R-Values when Installed in a Confined Cavity | |||||||
2 × 12 | 11.25 | 37 | — | — | — | — | — | — | — |
2 × 10 | 9.25 | 32 | 30 | — | — | — | — | — | — |
2 × 8 | 7.25 | 27 | 26 | 22 | 21 | 19 | — | — | — |
2 × 6 | 5.5 | — | 21 | 20 | 21 | 18 | — | — | — |
2 × 4 | 3.5 | — | — | 14 | — | 13 | 15 | 13 | 11 |
2.5 | — | — | — | — | — | — | 9.8 | — | |
1.5 | — | — | — | — | — | — | 6.3 | 6 |
R-values for building materials shall be taken from Table A9.4.3-1. Concrete block R-values shall be calculated using the isothermal planes method or a two-dimensional calculation program, thermal conductivities from Table A9.4.3-2, and dimensions from ASTM C90. The parallel path calculation method is not acceptable.
Exception: R-values for building materials or thermal conductivities determined from testing in accordance with Section A9.3.
Material | Nominal Size, in. | Actual Size, in. | R-Value |
---|---|---|---|
Carpet and rubber pad | — | — | 1.23 |
Concrete at R-0.0625/in. | — | 2 | 0.13 |
— | 4 | 0.25 | |
— | 6 | 0.38 | |
— | 8 | 0.5 | |
— | 10 | 0.63 | |
— | 12 | 0.75 | |
Flooring, wood subfloor | — | 0.75 | 0.94 |
Gypsum board | — | 0.5 | 0.45 |
— | 0.625 | 0.56 | |
Metal deck | — | — | 0 |
Roofing, built-up | — | 0.375 | 0.33 |
Sheathing, vegetable fiber board, 0.78 in. | — | 0.78 | 2.06 |
Soil at R-0.104/in. | — | 12 | 1.25 |
Steel, mild | 1 | 0.0031807 | |
Stucco | — | 0.75 | 0.08 |
Wood, 2 × 4 at R-1.25/in. | 4 | 3.5 | 4.38 |
Wood, 2 × 4 at R-1.25/in. | 6 | 5.5 | 6.88 |
Wood, 2 × 4 at R-1.25/in. | 8 | 7.25 | 9.06 |
Wood, 2 × 4 at R-1.25/in. | 10 | 9.25 | 11.56 |
Wood, 2 × 4 at R-1.25/in. | 12 | 11.25 | 14.06 |
Wood, 2 × 4 at R-1.25/in. | 14 | 13.25 | 16.56 |
TABLE A9.4.3-2 Thermal Conductivity of Concrete Block Material
Concrete Block Density, lb/ft^{3} | Thermal Conductivity, Btu•in./h•ft^{2}•°F |
---|---|
80 | 3.7 |
85 | 4.2 |
90 | 4.7 |
95 | 5.1 |
100 | 5.5 |
105 | 6.1 |
110 | 6.7 |
115 | 7.2 |
120 | 7.8 |
125 | 8.9 |
130 | 10.0 |
135 | 11.8 |
140 | 13.5 |
The HC of assemblies shall be calculated using published values for the unit weight and specific heat of all building material components that make up the assembly.
For single-layer metal building roof and wall systems, the calculation procedure outlined in Section A9.4.5.1 shall be used to calculate the assembly U-factor. For double-layer metal building roof and wall systems, the calculation procedure outlined in Section A9.4.5.2 shall be used to calculate the assembly U-factor. The calculation procedures outlined in this section shall not be used for other metal building roof and wall systems.
The U-factor of metal building roofs or walls that are insulated with a single layer of fiber-glass insulation (see Figure A9.4.5.1) shall be calculated using the procedure outlined in this section. The procedure assumes the insulation is compressed over the purlin or girt. There may also be a thermal spacer block present.
There are six steps in the calculation process:
Step 1—Characterize the thermal conductivity of the fiberglass,
Step 2—Determine the U-factor for the insulation in the cavity,
Step 3—Determine the U-factor over the structural framing member,
Step 4—Area weight the U-factors calculated in steps 2 and 3,
Step 5—Determine the U-factor from the finite element analysis results,
Step 6—Determine the U-factor for any continuous insulation if present.
Step 1—The thermal conductivity of the fiberglass batt insulation is represented by a thermal curve of the form in Equation A9.4-1:
(A9.4-1) |
where
k | = | thermal conductivity, Btu/h•ft•°F |
ρ | = | density, lb/ft^{3} |
A | = | 0.014917 |
B | = | 0.0004377 |
C | = | 0.0056897 |
Step 2—Assume the fiberglass batt forms a parabolic profile defined by Equation A9.4-2:
(A9.4-2) |
Determine the cavity U-factor (U_{c}) using Equation A9.4-3:
(A9.4-3) |
where
ρ_{o} | = | reference density of the fiberglass, lb/ft^{3} |
t_{o} | = | reference thickness of the fiberglass, ft |
The properties of fiberglass insulation are presented in Table A9.4.5.1.
TABLE A9.4.5.1 Fiberglass Reference Properties
R-Value, h•ft^{2}•°F/Btu | Weight, lb/ft^{2} | Density, lb/ft^{3} | Thickness, ft |
---|---|---|---|
10 | 0.149 | 0.605 | 0.2458 |
11 | 0.168 | 0.630 | 0.2667 |
13 | 0.199 | 0.628 | 0.3167 |
16 | 0.243 | 0.634 | 0.3833 |
19 | 0.297 | 0.653 | 0.4542 |
25 | 0.427 | 0.742 | 0.5750 |
30 | 0.520 | 0.766 | 0.6792 |
Include the thermal resistances of the interior (R_{i}) and exterior (R_{e}) air films to calculate the overall cavity U-factor (U_{co}) using Equation A9.4-4.
(A9.4-4) |
Step 3—Determine the U-factor (U_{fo}) over the structural framing member. The variable Y_{o} represents the total combined thickness of the thermal spacer block and the compressed insulation. The density of the compressed insulation is determined by Equation A9.4-5:
(A9.4-5) |
where
ρ_{c} | = | density of the compressed insulation over the framing member, lb/ft^{3} |
t_{c} | = | thickness of the compressed insulation over the framing member, ft |
Determine the thermal resistance of the compressed insulation (R_{c}) using Equation A9.4-6:
FIGURE A9.4.5.1 Geometry of single-layer fiberglass batt.
where
X | = | distance from edge of purlin or girt, ft |
Y | = | distance from edge of roof panel or wall panel, ft L = length from edge of purlin or girt to centerline of cavity, ft |
w_{f} | = | width of purlin or girt flange, ft |
Y_{o} | = | distance between purlin or girt and the roof panel or wall panel, ft |
Y_{m} | = | distance from edge of roof panel or wall panel at the cavity centerline, ft |
(A9.4-6) |
Determine the overall framing U-factor (U_{fo}) at the structural framing member, including the air film resistances, using Equation A9.4-7:
(A9.4-7) |
where
U_{fo} | = | U-factor over the structural framing member, Btu/h•ft^{2}•°F |
R_{TB} | = | R-value of the thermal spacer block, h•ft^{2}•°F/Btu |
R_{c} | = | R-value of the compressed insulation, h•ft^{2}•°F/Btu |
(A9.4-8) |
where
U_{es} | = | area weighted U-factor for the entire system, Btu/h•ft^{2}•°F |
w_{f} | = | width of purlin or girt flange, ft |
Step 5—Calculate the adjusted overall U-factor (U_{adj}) using Equation A9.4-9:
(A9.4-9) |
where
U_{adj} | = | adjusted overall U-factor represented by correlation with the finite element modeling, Btu/h•ft^{2}•°F |
Step 6—If there is any continuous insulation present, calculate the overall U-factor using Equation A9.4-10:
(A9.4-10) |
The U-factor of metal building roofs that are insulated with double layers of fiberglass insulation (see Figure A9.4.5.2-1) shall be calculated using the procedure outlined in this section. The procedure assumes the insulation is compressed over the purlin and there may be a thermal spacer block present.
There are six steps in the calculation process:
Step 1—Characterize the thermal conductivity of the fiberglass,
Step 2—Determine the U-factor for the insulation in the cavity,
Step 3—Determine the U-factor over the structural framing member,
Step 4—Area weight the U-factors calculated in steps 2 and 3,
Step 5—Determine the U-factor from the finite element analysis results,
Step 6—Determine the U-factor for any continuous insulation if present.
Step 1—The thermal conductivity of the fiberglass batt insulation is represented by a thermal curve of the form in Equation A9.4-11:
(A9.4-11) |
where
k | = | thermal conductivity, Btu/h•ft^{2}•°F |
ρ | = | density, lb/ft^{3} |
A | = | 0.014917 |
B | = | 0.0004377 |
C | = | 0.0056897 |
Step 2—Assume the double-layer fiberglass batt forms a parabolic profile defined by Equation A9.4-12:
(A9.4-12) |
The presence of two layers of fiberglass adds complexity because each layer has distinct reference properties—see Table A9.4.5.1. As the double layers are compressed, the thickness of each layer needs to be determined by considering that each layer achieves the same compressive force. Instead of having a closed-form analytical solution that predicts the U-factor for the cavity, the double-layer system requires that the parabolic profile be numerically integrated. The compression of the double-layer system is presented in Figure A9.4.5.2-2.
The thickness of the second layer (Y_{2}) is described by Equation A9.4-13:
FIGURE A9.4.5.2-1 Geometry of double layers of fiber-glass batts.
where
X | = | distance from edge of purlin or girt, ft |
Y | = | distance from edge of roof panel or wall panel, ft |
L | = | length from edge of purlin or girt to centerline of cavity, ft |
w_{f} | = | width of purlin or girt flange, ft |
Y_{o} | = | distance between purlin or girt and the roof panel or wall panel, ft |
Y_{m} | = | distance from edge of roof panel or wall panel at the cavity centerline, ft |
FIGURE A9.4.5.2-2 Compression of double layers of fiberglass insulation.
(A9.4-13) |
where
Y_{c} | = | compressed thickness of the double layers, ft |
ρ_{o}_{1} | = | reference density of first layer, lb/ft^{3} |
ρ_{o}_{2} | = | reference density of second layer, lb/ft^{3} |
W_{1} | = | reference weight of first layer, lb/ft^{2} |
W_{2} | = | reference weight of second layer, lb/ft^{2} |
The solutions to Equation A9.4-13 are Equation A9.4-14a and A9.4-14b:
(A9.4-14a) |
(A9.4-14b) |
where
a | = | 1 |
b | = |
c | = |
Select the smaller value of Y_{2,}_{a} and Y_{2,}_{b} as Y_{2}. Y_{1} shall be calculated as the difference between Y_{c} and Y_{2}. Next, the R-values for the two compressed layers of insulation shall be calculated and converted to a U-factor. This process shall be repeated along the entire profile and the results numerically integrated using maximum 0.04167 ft increments.
It is important to note that Equation A9.4-13 does not apply when the two layers of insulation are the same material. In this case, each compressed layer has the same thickness, which simplifies the U-factor calculations. The numerical integration still needs to be completed to determine the U_{co}.
Step 3—Determine the U-factor over the structural framing member. The variable (Y_{o}) represents the thickness of the thermal spacer block and the thickness of the compressed insulation. The density of the compressed insulation is determined by Equation A9.4-15:
(A9.4-15) |
where
ρ_{c} | = | density of the compressed insulation over the framing member, lb/ft^{3} |
t_{c} | = | thickness of the compressed insulation over the framing member, ft |
The thermal resistance of the compressed insulation is determined by Equation A9.4-16:
(A9.4-16) |
Determine the overall framing U-factor (U_{fo}) at the structural framing member including the air film resistances using Equation A9.4-17:
(A9.4-17) |
where
U_{fo} | = | U-factor over the structural framing member, Btu/h•ft^{2}•°F |
R_{TB} | = | R-value of the thermal spacer block, h•ft^{2}•°F/Btu |
R_{c} | = | R-value of the compressed insulation, h•ft^{2}•°F/Btu |
(A9.4-18) |
where
U_{es} | = | area weighted U-factor for the entire system, Btu/h•ft^{2}•°F |
Step 5—Calculate the adjusted overall U-factor (U_{adj}) using Equation A9.4-19:
(A9.4-19) |
where
U_{adj} | = | adjusted overall U-factor represented by correlation with the finite element modeling, Btu/h•ft^{2}•°F |
Step 6—If there is any continuous insulation presnt, calculate the overall U-factor using Equation A9.4-20:
(A9.4-20) |