Part I ‒ Administration

Chapter 1 Administration

Part II ‒ Definitions

Chapter 2 Definitions

Part III ‒ Building Planning and Construction

Chapter 3 Building Planning

Chapter 4 Foundations

Chapter 5 Floors

Chapter 6 Wall Construction

Chapter 7 Wall Covering

Chapter 8 Roof-Ceiling Construction

Chapter 9 Roof Assemblies

Chapter 10 Chimneys and Fireplaces

Part IV ‒ Energy Conservation

Chapter 11 Energy Efficiency

Part V ‒ Mechanical

Chapter 12 Mechanical Administration

Chapter 13 General Mechanical System Requirements

Chapter 14 Heating and Cooling Equipment

Chapter 15 Exhaust Systems

Chapter 16 Duct Systems

Chapter 17 Combustion Air

Chapter 18 Chimneys and Vents

Chapter 19 Special Fuel-Burning Equipment

Chapter 20 Boilers and Water Heaters

Chapter 21 Hydronic Piping

Chapter 22 Special Piping and Storage Systems

Chapter 23 Solar Systems

Part VI ‒ Fuel Gas

Chapter 24 Fuel Gas

Part VII ‒ Plumbing

Chapter 25 Plumbing Administration

Chapter 26 General Plumbing Requirements

Chapter 27 Plumbing Fixtures

Chapter 28 Water Heaters

Chapter 29 Water Supply and Distribution

Chapter 30 Sanitary Drainage

Chapter 31 Vents

Chapter 32 Traps

Part VIII ‒ Electrical

Chapter 33 General Requirements

Chapter 34 Electrical Definitions

Chapter 35 Services

Chapter 36 Branch Circuit and Feeder Requirements

Chapter 37 Wiring Methods

Chapter 38 Power and Lighting Distribution

Chapter 39 Devices and Luminaires

Chapter 40 Appliance Installation

Chapter 41 Swimming Pools

Chapter 42 Class 2 Remote-Control‚ Signaling and Power-Limited Circuits

Part IX ‒ Referenced Standards

Chapter 43 Referenced Standards

Appendix A Sizing and Capacities of Gas Piping

Appendix B Sizing of Venting Systems Serving Appliances Equipped With Draft Hoods

Appendix C Plumbing Sanitary Drainage Fittings

Appendix D Recommended Procedure for Safety Inspection of an Existing Appliance Installation

Appendix E Manufactured Housing Used as Dwellings

Appendix F Reserved

Appendix G Swimming Pools‚ Spas and Hot Tubs

Appendix H Patio Covers

Appendix I Reserved

Appendix J Existing Buildings and Structures

Appendix K Sound Transmission

Appendix L Reserved

Appendix M Reserved

Appendix N Structural Safety

Appendix O Reserved

Appendix P Reserved

Appendix Q Reserved

The provisions of this chapter shall control the design and construction of the roof-ceiling system for all buildings.
Roof and ceiling construction shall be capable of accommodating all loads imposed according to Section R301 and of transmitting the resulting loads to the supporting structural elements.
In areas where expansive or collapsible soils are known to exist, all dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface at least 5 feet (1524 mm) from foundation walls or to an approved drainage system.
Refer to Figure R301.2(5) for ground snow loads and Figure R301.2(4) for wind loads.
Load-bearing dimension lumber for rafters, trusses and ceiling joists shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted.

Exception:
Dimension lumber which is neither identified by a grade mark nor issued a certificate of inspection by a lumber grading or inspection agency may be used for load bearing purposes under the following conditions when authorized by the authority having jurisdiction:

1. The producing mill shall sell or provide the lumber directly to the ultimate consumer or the consumer’s contract builder for use in an approved structure.
2. The producing mill shall certify in writing to the consumer or contract builder on a form to be provided by the authority having jurisdiction that the quality and safe working stresses of such lumber are equal to or exceed No. 2 grade of the species in accordance with the conditions set forth in American Softwood Lumber Standard (PS 20-99) published by the United States Department of Commerce. Such certification shall be filed as part of the building permit application.
Blocking shall be a minimum of utility grade lumber.
Approved end-jointed lumber identified by a grade mark conforming to Section R802.1 may be used interchangeably with solid-sawn members of the same species and grade.
Fire-retardanttreated wood (FRTW) is any wood product which, when impregnated with chemicals by a pressure process or other means during manufacture, shall have, when tested in accordance with ASTM E 84, a listed flame spread index of 25 or less and shows no evidence of significant progressive combustion when the test is continued for an additional 20-minute period. In addition, the flame front shall not progress more than 10.5 feet (3200 mm) beyond the center line of the burners at any time during the test.
Fire-retardant-treated lumber and wood structural panels shall be labeled. The label shall contain:
1. The identification mark of an approved agency in accordance with Section 1703.5 of the Building Code of New York State.
2. Identification of the treating manufacturer.
3. The name of the fire-retardant treatment.
4. The species of wood treated.
6. Method of drying after treatment.
7. Conformance to appropriate standards in accordance with Sections R802.1.3.2 through R802.1.3.5.
8. For FRTW exposed to weather, or a damp or wet location, the words "No increase in the listed classification when subjected to the Standard Rain Test" (ASTM D 2898).
Design values for untreated lumber and wood structural panels as specified in Section R802.1 shall be adjusted for fire-retardant-treated wood. Adjustments to design values shall be based upon an approved method of investigation which takes into consideration the effects of the anticipated temperature and humidity to which the fire-retardant-treated wood will be subjected, the type of treatment and redrying procedures.
The effect of treatment and the method of redrying after treatment, and exposure to high temperatures and high humidities on the flexure properties of fireretardant-treated softwood plywood shall be determined in accordance with ASTM D 5516. The test data developed by ASTM D 5516 shall be used to develop adjustment factors, maximum loads and spans, or both for untreated plywood design values in accordance with ASTM D 6305. Each manufacturer shall publish the allowable maximum loads and spans for service as floor and roof sheathing for their treatment.
For each species of wood treated, the effect of the treatment and the method of redrying after treatment and exposure to high temperatures and high humidities on the allowable design properties of fire-retardant-treated lumber shall be determined in accordance with ASTM D 5664. The test data developed by ASTM D 5664 shall be used to develop modification factors for use at or near room temperature and at elevated temperatures and humidity in accordance with ASTM D 6841. Each manufacturer shall publish the modification factors for service at temperatures of not less than 80°F (27°C) and for roof framing. The roof framing modification factors shall take into consideration the climatological location.
Where fire-retardant-treated wood is exposed to weather or damp or wet locations, it shall be identified as "Exterior" to indicate there is no increase in the listed flame spread index as defined in Section R802.1.3 when subjected to ASTM D 2898.
Interior fire-retardant-treated wood shall have a moisture content of not over 28 percent when tested in accordance with ASTM D 3201 procedures at 92 percent relative humidity. Interior fire-retardant-treated wood shall be tested in accordance with Section R802.1.3.2.1 or R802.1.3.2.2. Interior fire-retardant-treated wood designated as Type A shall be tested in accordance with the provisions of this section.
Fire-retardant-treated wood shall be dried to a moisture content of 19 percent or less for lumber and 15 percent or less for wood structural panels before use. For wood kiln dried after treatment (KDAT) the kiln temperatures shall not exceed those used in kiln drying the lumber and plywood submitted for the tests described in Section R802.1.3.2.1 for plywood and R802.1.3.2.2 for lumber.
Glued laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D 3737.
Stress grading of structural log members of nonrectangular shape, as typically used in log buildings, shall be in accordance with ASTM D 3957. Such structural log members shall be identified by the grade mark of an approved lumber grading or inspection agency. In lieu of a grade mark on the material, a certificate of inspection as to species and grade issued by a lumber-grading or inspection agency meeting the requirements of this section shall be permitted to be accepted.
The framing details required in Section R802 apply to roofs having a minimum slope of three units vertical in 12 units horizontal (25-percent slope) or greater. Roof-ceilings shall be designed and constructed in accordance with the provisions of this chapter and Figures R606.11(1), R606.11(2) and R606.11(3) or in accordance with AFPA/NDS and ASCE 7. Components of roof- ceilings shall be fastened in accordance with Table R602.3(1).
Rafters shall be framed to ridge board or to each other with a gusset plate as a tie. Ridge board shall be at least 1-inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2-inch (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25-percent slope), structural members that support rafters and ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams.
Ceiling joists and rafters shall be nailed to each other in accordance with Table R802.5.1(9), and the rafter shall be nailed to the top wall plate in accordance with Table R602.3(1). Ceiling joists shall be continuous or securely joined in accordance with Table R802.5.1(9) where they meet over interior partitions and are nailed to adjacent rafters to provide a continuous tie across the building when such joists are parallel to the rafters.

Where ceiling joists are not connected to the rafters at the top wall plate, joists connected higher in the attic shall be installed as rafter ties, or rafter ties shall be installed to provide a continuous tie. Where ceiling joists are not parallel to rafters, rafter ties shall be installed. Rafter ties shall be a minimum of 2-inch by 4-inch (51 mm by 102 mm) (nominal), installed in accordance with the connection requirements in Table R802.5.1(9), or connections of equivalent capacities shall be provided. Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with accepted engineering practice.

Collar ties or ridge straps to resist wind uplift shall be connected in the upper third of the attic space in accordance with Table R602.3(1).

Collar ties shall be a minimum of 1-inch by 4-inch (25 mm by 102 mm) (nominal), spaced not more than 4 feet (1219 mm) on center.
Ends of ceiling joists shall be lapped a minimum of 3 inches (76 mm) or butted over bearing partitions or beams and toenailed to the bearing member. When ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in accordance with Table R602.3(1) and butted joists shall be tied together in a manner to resist such thrust.
Spans for ceiling joists shall be in accordance with Tables R802.4(1) and R802.4(2). For other grades and species and for other loading conditions, refer to the AF&PA; Span Tables for Joists and Rafters.

TABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/Δ = 240


CEILING JOIST
SPACING

(inches)
SPECIES AND GRADE DEAD LOAD = 5 psf
2 × 4 2 × 6  2 × 8 2 × 10
Maximum ceiling joist spans
(feet - inches) (feet - inches) (feet - inches) (feet - inches)
  Douglas fir-larch SS 13-2 20-8 Note a Note a
  Douglas fir-larch #1 12-8 19-11 Note a Note a
  Douglas fir-larch #2 12-5 19-6 25-8 Note a
  Douglas fir-larch #3 10-10 15-10 20-1 24-6
  Hem-fir SS 12-5 19-6 25-8 Note a
  Hem-fir #1 12-2 19-1 25-2 Note a
  Hem-fir #2 11-7 18-2 24-0 Note a
  Hem-fir #3 10-10 15-10 20-1 24-6
12 Southern pine SS 12-11 20-3 Note a Note a
  Southern pine #1 12-8 19-11 Note a Note a
  Southern pine #2 12-5 19-6 25-8 Note a
  Southern pine #3 11-6 17-0 21-8 25-7
  Spruce-pine-firb SS 12-2 19-1 25-2 Note a
  Spruce-pine-firb #1 11-10 18-8 24-7 Note a
  Spruce-pine-firb #2 11-10 18-8 24-7 Note a
  Spruce-pine-firb #3 10-10 15-10 20-1 24-6
  Douglas fir-larch SS 11-11 18-9 24-8 Note a
  Douglas fir-larch #1 11-6 18-1 23-10 Note a
  Douglas fir-larch #2 11-3 17-8 23-0 Note a
  Douglas fir-larch #3 9-5 13-9 17-5 21-3
  Hem-fir SS 11-3 17-8 23-4 Note a
  Hem-fir #1 11-0 17-4 22-10 Note a
  Hem-fir #2 10-6 16-6 21-9 Note a
  Hem-fir #3 9-5 13-9 17-5 21-3
16 Southern pine SS 11-9 18-5 24-3 Note a
  Southern pine #1 11-6 18-1 23-1 Note a
  Southern pine #2 11-3 17-8 23-4 Note a
  Southern pine #3 10-0 14-9 18-9 22-2
  Spruce-pine-firb SS 11-0 17-4 22-10 Note a
  Spruce-pine-firb #1 10-9 16-11 22-4 Note a
  Spruce-pine-firb #2 10-9 16-11 22-4 Note a
  Spruce-pine-firb #3 9-5 13-9 17-5 21-3
  Douglas fir-larch SS 11-3 17-8 23-3 Note a
  Douglas fir-larch #1 10-10 17-0 22-5 Note a
  Douglas fir-larch #2 10-7 16-7 21-0 25-8
  Douglas fir-larch #3 8-7 12-6 15-10 19-5
  Hem-fir SS 10-7 16-8 21-11 Note a
  Hem-fir #1 10-4 16-4 21-6 Note a
  Hem-fir #2 9-11 15-7 20-6 25-3
  Hem-fir #3 8-7 12-6 15-10 19-5
19.2 Southern -pine SS 11-0 17-4 22-10 Note a
  Southern pine #1 10-10 17-0 22-5 Note a
  Southern pine #2 10-7 16-8 21-11 Note a
  Southern pine #3 9-1 13-6 17-2 20-3
  Spruce-pine-firb SS 10-4 16-4 21-6 Note a
  Spruce-pine-firb #1 10-2 15-11 21-0 25-8
  Spruce-pine-firb #2 10-2 15-11 21-0 25-8
  Spruce-pine-firb #3 8-7 12-6 15-10 19-5
  Douglas fir-larch SS 10-5 16-4 21-7 Note a
  Douglas fir-larch #1 10-0 15-9 20-1 24-6
  Douglas fir-larch #2 9-10 14-10 18-9 22-11
  Douglas fir-larch #3 7-8 11-2 14-2 17-4
  Hem-fir SS 9-10 15-6 20-5 Note a
  Hem-fir #1 9-8 15-2 19-7 23-11
  Hem-fir #2 9-2 14-5 18-6 22-7
  Hem-fir #3 7-8 11-2 14-2 17-4
24 Southern pine SS 10-3 16-1 21-2 Note a
  Southern pine #1 10-0 15-9 20-10 Note a
  Southern pine #2 9-10 15-6 20-1 23-11
  Southern pine #3 8-2 12-0 15-4 18-1
  Spruce-pine-firb SS 9-8 15-2 19-11 25-5
  Spruce-pine-firb #1 9-5 14-9 18-9 22-11
  Spruce-pine-firb #2 9-5 14-9 18-9 22-11
  Spruce-pine-firb #3 7-8 11-2 14-2 17-4


Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. Span exceeds 26 feet in length.

b. North American Spruce-Pine-Fir species only

TABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L/Δ = 240)


CEILING JOIST
SPACING

(inches)
SPECIES AND GRADE
DEAD LOAD = 10 psf
2 × 4  2 × 6 2 × 8 2 × 10
Maximum Ceiling Joist Spans
(feet - inches) (feet - inches) (feet - inches) (feet - inches)
  Douglas fir-larch SS 10-5 16-4 21-7 Note a
  Douglas fir-larch #1 10-0 15-9 20-1 24-6
  Douglas fir-larch #2 9-10 14-10 18-9 22-11
  Douglas fir-larch #3 7-8 11-2 14-2 17-4
  Hem-fir SS 9-10 15-6 20-5 Note a
  Hem-fir #1 9-8 15-2 19-7 23-11
  Hem-fir #2 9-2 14-5 18-6 22-7
  Hem-fir #3 7-8 11-2 14-2 17-4
12 Southern pine SS 10-3 16-1 21-2 Note a
  Southern pine #1 10-0 15-9 20-10 Note a
  Southern pine #2 9-10 15-6 20-1 23-11
  Southern pine #3 8-2 12-0 15-4 18-1
  Spruce-pine-firb SS 9-8 15-2 19-11 25-5
  Spruce-pine-firb #1 9-5 14-9 18-9 22-1
  Spruce-pine-firb #2 9-5 14-9 18-9 22-1
  Spruce-pine-firb #3 7-8 11-2 14-2 17-4
  Douglas fir-larch SS 9-6 14-11 19-7 25-0
  Douglas fir-larch #1 9-1 13-9 17-5 21-3
  Douglas fir-larch #2 8-9 12-10 16-3 19-10
  Douglas fir-larch #3 6-8 9-8 12-4 15-0
  Hem-fir SS 8-11 14-1 18-6 23-8
  Hem-fir #1 8-9 13-5 16-10 20-8
  Hem-fir #2 8-4 12-8 16-0 19-7
  Hem-fir #3 6-8 9-8 12-4 15-0
16 Southern pine SS 9-4 14-7 19-3 24-7
  Southern pine #1 9-1 14-4 18-11 23-1
  Southern pine #2 8-11 13-6 17-5 20-9
  Southern pine #3 7-1 10-5 13-3 15-8
  Spruce-pine-firb SS 8-9 13-9 18-1 23-1
  Spruce-pine-firb #1 8-7 12-10 16-3 19-10
  Spruce-pine-firb #2 8-7 12-10 16-3 19-10
  Spruce-pine-firb #3 6-8 9-8 12-4 15-0
  Douglas fir-larch SS 8-11 14-0 18-5 23-4
  Douglas fir-larch  #1 8-7 12-6 15-10 19-5
  Douglas fir-larch #2 8-0 11-9 14-10 18-2
  Douglas fir-larch #3 6-1 8-10 11-3 13-8
  Hem-fir SS 8-5 13-3 17-5 22-3
  Hem-fir #1 8-3 12-3 15-6 18-11
  Hem-fir #2 7-10 11-7 14-8 17-10
  Hem-fir #3 6-1 8-10 11-3 13-8
19.2 Southern pine SS 8-9 13-9 18-1 23-1
  Southern pine #1 8-7 13-6 17-9 21-1
  Southern pine #2 8-5 12-3 15-10 18-11
  Southern pine #3 6-5 9-6 12-1 14-4
  Spruce-pine-firb SS 8-3 12-11 17-1 21-8
  Spruce-pine-firb #1 8-0 11-9 14-10 18-2
  Spruce-pine-firb #2 8-0 11-9 14-10 18-2
  Spruce-pine-firb #3 6-1 8-10 11-3 13-8
  Douglas fir-larch SS 8-3 13-0 17-1 20-11
  Douglas fir-larch #1 7-8 11-2 14-2 17-4
  Douglas fir-larch #2 7-2 10-6 13-3 16-3
  Douglas fir-larch #3 5-5 7-11 10-0 12-3
  Hem-fir SS 7-10 12-3 16-2 20-6
  Hem-fir #1 7-6 10-11 13-10 16-11
  Hem-fir #2 7-1 10-4 13-1 16-0
  Hem-fir #3 5-5 7-11 10-0 12-3
24 Southern pine SS 8-1 12-9 16-10 21-6
  Southern pine #1 8-0 12-6 15-10 18-10
  Southern pine #2 7-8 11-0 14-2 16-11
  Southern pine #3 5-9 8-6 10-10 12-10
  Spruce-pine-firb SS 7-8 12-0 15-10 19-5
  Spruce-pine-firb #1 7-2 10-6 13-3 16-3
  Spruce-pine-firb #2 7-2 10-6 13-3 16-3
  Spruce-pine-firb
#3
5-5 7-11 10-0 12-3


Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. Span exceeds 26 feet in length.

b. North American Spruce-Pine-Fir species only
In conventional rafter construction, the unsupported span of ceiling joists shall not exceed the values set forth in Table R802.4(1) in attics which do not have a clear height of 42 inches (1067 mm) or more between joist and rafter, provided the design live load does not exceed 10 psf (479 Pa) and the design dead load does not exceed 5 psf (239Pa).
In conventional rafter construction, the unsupported span of ceiling joists shall not exceed the values set forth in Table R802.4(2) in attics which are not served by a fixed stair, have a clear height of 42 inches (1067 mm) or more between joist and rafter, and have a design live load not exceeding 20 psf (958 Pa) and a design dead load not exceeding 10 psf (479 Pa). The maximum allowable span of joists that support attic spaces that are accessed by means of a fixed stair shall be determined in accordance with Table R502.3.1(1) for residential sleeping areas.
Spans for rafters shall be in accordance with Tables R802.5.1(1) through R802.5.1(8). For other grades and species and for other loading conditions, refer to the AF&PA; Span Tables for Joists and Rafters and applicable provisions of ASCE 7. The span of each rafter shall be measured along the horizontal projection of the rafter.
Installation of purlins to reduce the span of rafters is permitted as shown in Figure R802.5.1. Purlins shall be sized no less than the required size of the rafters that they support. Purlins shall be continuous and shall be supported by 2-inch by 4-inch (51 mm by 102 mm) braces installed to bearing walls at a slope not less than 45 degrees from the horizontal. The braces shall be spaced not more than 4 feet (1219 mm) on center and the unbraced length of braces shall not exceed 8 feet (2438 mm).

TABLE R802.5.1 (1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180)


RAFTER SPACING
(inches)
SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4 2 × 6  2 × 8 2 × 10 2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches)
  Douglas fir-larch SS 11-6 18-0 23-9 Note b Note b 11-6 18-0 23-5 Note b Note b
  Douglas fir-larch #1 1-1 17-4 22-5 Note b Note b 10-6 15-4 19-5 23-9 Note b
  Douglas fir-larch #2 1-10 16-7 21-0 25-8 Note b 9-10 14-4 18-2 22-3 25-9
  Douglas fir-larch #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
  Hem-fir SS 10-10 17-0 22-5 Note b Note b 10-10 17-0 22-5 Note b Note b
  Hem-fir #1 10 -7 16-8 21-10 Note b Note b 10-3 14-11 18-11 23-2 Note b
  Hem-fir #2 10-1 15-11 20-8 25-3 Note b 9-8 14-2 17-11 21-11 25-5
  Hem-fir #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
12 Southern pine SS 11-3 17-8 23-4 Note b Note b 11-3 17-8 23-4 Note b Note b
  Southern pine #1 11-1 17-4 22-11 Note b Note b 11-1 17-3 21-9 25-10 Note b
  Southern pine #2 10-10 17-0 22-5 Note b Note b 10-6 15-1 19-5 23-2 Note b
  Southern pine #3 9-1 13-6 17-2 20-3 24-1 7-11 11-8 14-10 17-6 20-11
  Spruce-pine-firc SS 10-7 16-8 21-11 Note b Note b 10-7 16-8 21-9 Note b Note b
  Spruce-pine-firc #1 10-4 16-3 21-0 25-8 Note b 9-10 14-4 18-2 22-3 25-9
  Spruce-pine-firc #2 10-4 16-3 21-0 25-8 Note b 9-10 14-4 18-2 22-3 25-9
  Spruce-pine-firc #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
  Douglas fir-larch SS 10-5 16-4 21-7 Note b Note b 10-5 16-0 20-3 24-9 Note b
  Douglas fir-larch #1 10-0 15-4 19-5 23-9 Note b 9-1 13-3 16-10 20-7 23-10
  Douglas fir-larch #2 9-10 14-4 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4
  Douglas fir-larch #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
  Hem-fir SS 9-10 15-6 20-5 Note b Note b 9-10 15-6 19-11 24-4 Note b
  Hem-fir #1 9-8 14-11 18-11 23-2 Note b 8-10 12-11 16-5 20-0 23-3
  Hem-fir #2 9-2 14-2 17-11 21-11 25-5 8-5 12-3 15-6 18-11 22-0
  Hem-fir #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
16 Southern pine SS 10-3 16-1 21-2 Note b Note b 10-3 16-1 21-2 Note b Note b
  Southern pine #1 10-0 15-9 20-10 25-10 Note b 10-0 15-0 18-10 22-4 Note b
  Southern pine #2 9-10 15-1 19-5 23-2 Note b 9-1 13-0 16-10 20-1 23-7
  Southern pine #3 7-11 11-8 14-10 17-6 20-11 6-10 10-1 12-10 15-2 18-1
  Spruce-pine-firc SS 9-8 15-2 19-11 25-5 Note b 9-8 14-10 18-10 23-0 Note b
  Spruce-pine-firc #1 9-5 14-4 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4
  Spruce-pine-firc #2 9-5 14-4 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4
  Spruce-pine-firc #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
  Douglas fir-larch SS 9-10 15-5 20-4 25-11 Note b 9-10 14-7 18-6 22-7 Note b
  Douglas fir-larch #1 9-5 14-0 17-9 21-8 25-2 8-4 12-2 15-4 18-9 21-9
  Douglas fir-larch #2 8-11 13-1 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
  Douglas fir-larch #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
  Hem-fir SS 9-3 14-7 19-2 24-6 Note b 9-3 14-4 18-2 22-3 25-9
  Hem-fir #1 9-1 13-8 17-4 21-1 24-6 8-1 11-10 15-0 18-4 21-3
  Hem-fir #2 8-8 12-11 16-4 20-0 23-2 7-8 11-2 14-2 17-4 20-1
  Hem-fir #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
19.2 Southern pine SS 9-8 15-2 19-11 25-5 Note b 9-8 15-2 19-11 25-5 Note b
  Southern pine #1 9-5 14-10 19-7 23-7 Note b 9-3 13-8 17-2 20-5 24-4
  Southern pine #2 9-3 13-9 17-9 21-2 24-10 8-4 11-11 15-4 18-4 21-6
  Southern pine #3 7-3 10-8 13-7 16-0 19-1 6-3 9-3 11-9 13-10 16-6
  Spruce-pine-firc SS 9-1 14-3 18-9 23-11 Note b 9-1 13-7 17-2 21-0 24-4
  Spruce-pine-firc #1 8-10 13-1 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
  Spruce-pine-firc #2 8-10 13-1 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
  Spruce-pine-firc #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
  Douglas fir-larch SS 9-1 14-4 18-10 23-4 Note b 8-11 13-1 16-7 20-3 23-5
  Douglas fir-larch #1 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
  Douglas fir-larch #2 8-0 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
  Douglas fir-larch #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
  Hem-fir SS 8-7 13-6 17-10 22-9 Note b 8-7 12-10 16-3 19-10 23-0
  Hem-fir #1 8-4 12-3 15-6 18-11 21-11 7-3 10-7 13-5 16-4 19-0
  Hem-fir #2 7-11 11-7 14-8 17-10 20-9 6-10 10-0 12-8 15-6 17-11
  Hem-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
24 Southern pine SS 8-11 14-1 18-6 23-8 Note b 8-11 14-1 18-6 22-11 Note b
  Southern pine #1 8-9 13-9 17-9 21-1 25-2 8-3 12-3 15-4 18-3 21-9
  Southern pine #2 8-7 12-3 15-10 18-11 22-2 7-5 10-8 13-9 16-5 19-3
  Southern pine #3 6-5 9-6 12-1 14-4 17-1 5-7 8-3 10-6 12-5 14-9
  Spruce-pine-firc SS 8-5 13-3 17-5 21-8 25-2 8-4 12-2 15-4 18-9 21-9
  Spruce-pine-firc #1 8-0 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
  Spruce-pine-firc #2 8-0 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
  Spruce-pine-firc #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
(continued)
TABLE R802.5.1(1)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L/Δ = 180) 


Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below:


HC/HR Rafter Span Adjustment Factor
1/3 0.67
1/4 0.76
1/5 0.83
1/6 0.90
1/7.5 or less 1.00


where:

HC
= Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.

HR
= Height of roof ridge measured vertically above the top of the rafter support walls.

b. Span exceeds 26 feet in length.

c. North American Spruce-Pine-Fir species only.

TABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)


RAFTER SPACING(inches) SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4 2 × 6 2 × 8 2 × 10 2 × 12 2 × 4   2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet -inches) (feet -inches) (feet -inches) (feet - inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches)
  Douglas fir-larch SS 10-5 16-4 21-7 Note b Note b 10-5 16-4 21-7 Note b Note b
  Douglas fir-larch  #1 10-0 15-9 20-10 Note b Note b 10-0 15-4 19-5 23-9 Note b
  Douglas fir-larch #2 9-10 15-6 20-5 25-8 Note b 9-10 14-4 18-2 22-3 25-9
  Douglas fir-larch #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
  Hem-fir SS 9-10 15-6 20-5 Note b Note b 9-10 15-6 20-5 Note b Note b
  Hem-fir #1 9-8 15-2 19-11 25-5 Note b 9-8 14-11 18-11 23-2 Note b
  Hem-fir #2 9-2 14-5 19-0 24-3 Note b 9-2 14-2 17-11 21-11 25-5
  Hem-fir #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
12 Southern pine SS 10-3 16-1 21-2 Note b Note b 10-3 16-1 21-2 Note b Note b
  Southern pine #1 10-0 15-9 20-10 Note b Note b 10-0 15-9 20-10 25-10 Note b
  Southern pine #2 9-10 15-6 20-5 Note b Note b 9-10 15-1 19-5 23-2 Note b
  Southern pine #3 9-1 13-6 17-2 20-3 24-1 7-11 11-8 14-10 17-6 20-11
  Spruce-pine-firc SS 9-8 15-2 19-11 25-5 Note b 9-8 15-2 19-11 25-5 Note b
  Spruce-pine-firc #1 9-5 14-9 19-6 24-10 Note b 9-5 14-4 18-2 22-3 25-9
  Spruce-pine-firc #2 9-5 14-9 19-6 24-10 Note b 9-5 14-4 18-2 22-3 25-9
  Spruce-pine-firc #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
  Douglas fir-larch SS 9-6 14-11 19-7 25-0 Note b 9-6 14-11 19-7 24-9 Note b
  Douglas fir-larch #1 9-1 14-4 18-11 23-9 Note b 9-1 13-3 16-10 20-7 23-10
  Douglas fir-larch #2 8-11 14-1 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4
  Douglas fir-larch #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
  Hem-fir SS 8-11 14-1 18-6 23-8 Note b 8-11 14-1 18-6 23-8 Note b
  Hem-fir #1 8-9 13-9 18-1 23-1 Note b 8-9 12-11 16-5 20-0 23-3
  Hem-fir #2 8-4 13-1 17-3 21-11 25-5 8-4 12-3 15-6 18-11 22-0
  Hem-fir #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
16 Southern pine SS 9-4 14-7 19-3 24-7 Note b 9-4 14-7 19-3 24-7 Note b
  Southern pine #1 9-1 14-4 18-11 24-1 Note b 9-1 14-4 18-10 22-4 Note b
  Southern pine #2 8-11 14-1 18-6 23-2 Note b 8-11 13-0 16-10 20-1 23-7
  Southern pine #3 7-11 11-8 14-10 17-6 20-11 6-10 10-1 12-10 15-2 18-1
  Spruce-pine-firc SS 8-9 13-9 18-1 23-1 Note b 8-9 13-9 18-1 23-0 Note b
  Spruce-pine-firc #1 8-7 13-5 17-9 22-3 25-9 8-6 12-5 15-9 19-3 22-4
  Spruce-pine-firc #2 8-7 13-5 17-9 22-3 25-9 8-6 12-5 15-9 19-3 22-4
  Spruce-pine-firc #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10
  Douglas fir-larch SS 8-11 14-0 18-5 23-7 Note b 8-11 14-0 18-5 22-7 Note b
  Douglas fir-larch #1 8-7 13-6 17-9 21-8 25-2 8-4 12-2 15-4 18-9 21-9
  Douglas fir-larch #2 8-5 13-1 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
  Douglas fir-larch #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
  Hem-fir SS 8-5 13-3 17-5 22-3 Note b 8-5 13-3 17-5 22-3 25-9
  Hem-fir #1 8-3 12-11 17-1 21-1 24-6 8-1 11-10 15-0 18-4 21-3
  Hem-fir #2 7-10 12-4 16-3 20-0 23-2 7-8 11-2 14-2 17-4 20-1
  Hem-fir #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5
19.2 Southern pine SS 8-9 13-9 18-1 23-1 Note b 8-9 13-9 18-1 23-1 Note b
  Southern pine #1 8-7 13-6 17-9 22-8 Note b 8-7 13-6 17-2 20-5 24-4
  Southern pine #2 8-5 13-3 17-5 21-2 24-10 8-4 11-11 15-4 18-4 21-6
  Southern pine #3 7-3 10-8 13-7 16-0 19-1 6-3 9-3 11-9 13-10 16-6
  Spruce-pine-firc SS 8-3 12-11 17-1 21-9 Note b 8-3 12-11 17-1 21-0 24-4
  Spruce-pine-firc #1 8-1 12-8 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
  Spruce-pine-firc #2 8-1 12-8 16-7 20-3 23-6 7-9 11-4 14-4 17-7 20-4
  Spruce-pine-firc #3 6-9 9-11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5

(continued)


TABLE R802.5.1(2)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L/Δ = 240)


RAFTER SPACING (inches) SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4 2 × 6  2 × 8 2 × 10 2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches)
  Douglas fir-larch SS 8-3 13-0 17-2 21-10 Note b 8-3 13-0 16-7 20-3 23-5
  Douglas fir-larch #1 8-0 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6
  Douglas fir-larch #2 7-10 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
  Douglas fir-larch #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
  Hem-fir SS 7-10 12-3 16-2 20-8 25-1 7-10 12-3 16-2 19-10 23-0
  Hem-fir  #1 7-8 12-0 15-6 18-11 21-11 7-3 10-7 13-5 16-4 19-0
  Hem-fir #2 7-3 11-5 14-8 17-10 20-9 6-10 10-0 12-8 15-6 17-11
  Hem-fir #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9
24 Southern pine SS 8-1 12-9 16-10 21-6 Note b 8-1 12-9 16-10 21-6 Note b
  Southern pine #1 8-0 12-6 16-6 21-1 25-2 8-0 12-3 15-4 18-3 21-9
  Southern pine  #2 7-10 12-3 15-10 18-11 22-2 7-5 10-8 13-9 16-5 19-3
  Southern pine  #3 6-5 9-6 12-1 14-4 17-1 5-7 8-3 10-6 12-5 14-9
  Spruce-pine-firc SS 7-8 12-0 15-10 20-2 24-7 7-8 12-0 15-4 18-9 21-9
  Spruce-pine-firc #1 7-6 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
  Spruce-pine-firc #2 7-6 11-9 14-10 18-2 21-0 6-11 10-2 12-10 15-8 18-3
  Spruce-pine-firc #3 6-1 8-10 11-3 13-8 15-11 5-3 7-8 9-9 11-10 13-9


Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below:


HC/HR Rafter Span Adjustment Factor
1/3 0.67
1/4 0.76
1/5 0.83
1/6 0.90
1/7.5 or less 1.00


where

HC
= Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.

HR
= Height of roof ridge measured vertically above the top of the rafter support walls.

b. Span exceeds 26 feet in length.

c. North American Spruce-Pine-Fir species only.

TABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180)


RAFTER SPACING(inches) SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4 2 × 6 2 × 8 2 × 10  2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches)
  Douglas fir-larch SS 10-0 15-9 20-9 Note b Note b 10-0 15-9 20-1 24-6 Note b
  Douglas fir-larch #1 9-8 14-9 18-8 22-9 Note b 9-0 13-2 16-8 20-4 23-7
  Douglas fir-larch #2 9-5 13-9 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1
  Douglas fir-larch #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8
  Hem-fir SS 9-6 14-10 19-7 25-0 Note b 9-6 14-10 19-7 24-1 Note b
  Hem-fir #1 9-3 14-4 18-2 22-2 25-9 8-9 12-10 16-3 19-10 23-0
  Hem-fir #2 8-10 13-7 17-2 21-0 24-4 8-4 12-2 15-4 18-9 21-9
  Hem-fir #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8
12 Southern pine SS 9-10 15-6 20-5 Note b Note b 9-10 15-6 20-5 Note b Note b
  Southern pine #1 9-8 15-2 20-0 24-9 Note b 9-8 14-10 18-8 22-2 Note b
  Southern pine #2 9-6 14-5 18-8 22-3 Note b 9-0 12-11 16-8 19-11 23-4
  Southern pine #3 7-7 11-2 14-3 16-10 20-0 6-9 10-0 12-9 15-1 17-11
  Spruce-pine-firc SS 9-3 14-7 19-2 24-6 Note b 9-3 14-7 18-8 22-9 Note b
  Spruce-pine-firc #1 9-1 13-9 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1
  Spruce-pine-firc #2 9-1 13-9 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1
  Spruce-pine-firc #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8
  Douglas fir-larch SS 9-1 14-4 18-10 23-9 Note b 9-1 13-9 17-5 21-3 24-8
  Douglas fir-larch #1 8-9 12-9 16-2 19-9 22-10 7-10 11-5 14-5 17-8 20-5
  Douglas fir-larch #2 8-2 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2
  Douglas fir-larch #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6
  Hem-fir SS 8-7 13-6 17-10 22-9 Note b 8-7 13-6 17-1 20-10 24-2
  Hem-fir #1 8-5 12-5 15-9 19-3 22-3 7-7 11-1 14-1 17-2 19-11
  Hem-fir #2 8-0 11-9 14-11 18-2 21-1 7-2 10-6 13-4 16-3 18-10
  Hem-fir #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6
16 Southern pine SS 8-11 14-1 18-6 23-8 Note b 8-11 14-1 18-6 23-8 Note b
  Southern pine #1 8-9 13-9 18-1 21-5 25-7 8-8 12-10 16-2 19-2 22-10
  Southern pine #2 8-7 12-6 16-2 19-3 22-7 7-10 11-2 14-5 17-3 20-2
  Southern pine #3 6-7 9-8 12-4 14-7 17-4 5-10 8-8 11-0 13-0 15-6
  Spruce-pine-firc SS 8-5 13-3 17-5 22-1 25-7 8-5 12-9 16-2 19-9 22-10
  Spruce-pine-firc #1 8-2 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2
  Spruce-pine-firc #2 8-2 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2
  Spruce-pine-firc #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6
  Douglas fir-larch SS 8-7 13-6 17-9 21-8 25-2 8-7 12-6 15-10 19-5 22-6
  Douglas fir-larch #1 7-11 11-8 14-9 18-0 20-11 7-1 10-5 13-2 16-1 18-8
  Douglas fir-larch #2 7-5 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6
  Douglas fir-larch #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2
  Hem-fir SS 8-1 12-9 16-9 21-4 24-8 8-1 12-4 15-7 19-1 22-1
  Hem-fir #1 7-9 11-4 14-4 17-7 20-4 6-11 10-2 12-10 15-8 18-2
  Hem-fir #2 7-4 10-9 13-7 16-7 19-3 6-7 9-7 12-2 14-10 17-3
  Hem-fir #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2
19.2 Southern pine SS 8-5 13-3 17-5 22-3 Note b 8-5 13-3 17-5 22-0 25-9
  Southern pine #1 8-3 13-0 16-6 19-7 23-4 7-11 11-9 14-9 17-6 20-11
  Southern pine #2 7-11 11-5 14-9 17-7 20-7 7-1 10-2 13-2 15-9 18-5
  Southern pine #3 6-0 8-10 11-3 13-4 15-10 5-4 7-11 10-1 11-11 14-2
  Spruce-pine-firc SS 7-11 12-5 16-5 20-2 23-4 7-11 11-8 14-9 18-0 20-11
  Spruce-pine-firc #1 7-5 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6
  Spruce-pine-firc #2 7-5 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6
 
Spruce-pine-firc #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2
(contnued)

TABLE R802.5.1(3)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L/Δ = 180)


RAFTER SPACING
(inches)
SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4 2 × 6 2 × 8 2 × 10 2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches)
  Douglas fir-larch SS 7-11 12-6 15-10 19-5 22-6 7-8 11-3 14-2 17-4 20-1
  Douglas fir-larch #1 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8
  Douglas fir-larch #2 6-8 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7
  Douglas fir-larch #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10
  Hem-fir SS 7-6 11-10 15-7 19-1 22-1 7-6 11-0 13-11 17-0 19-9
  Hem-fir #1 6-11 10-2 12-10 15-8 18-2 6-2 9-1 11-6 14-0 16-3
  Hem-fir #2 6-7 9-7 12-2 14-10 17-3 5-10 8-7 10-10 13-3 15-5
  Hem-fir #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10
24 Southern pine SS 7-10 12-3 16-2 20-8 25-1 7-10 12-3 16-2 19-8 23-0
  Southern pine #1 7-8 11-9 14-9 17-6 20-11 7-1 10-6 13-2 15-8 18-8
  Southern pine #2 7-1 10-2 13-2 15-9 18-5 6-4 9-2 11-9 14-1 16-6
  Southern pine #3 5-4 7-11 10-1 11-11 14-2 4-9 7-1 9-0 10-8 12-8
  Spruce-pine-firc SS 7-4 11-7 14-9 18-0 20-11 7-1 10-5 13-2 16-1 18-8
  Spruce-pine-firc #1 6-8 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7
  Spruce-pine-firc #2 6-8 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7
  Spruce-pine-firc #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10


Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below:


HC/HR Rafter Span Adjustment Factor
1/3 0.67
1/4 0.76
1/5 0.83
1/6 0.90
1/7.5 or less 1.00


where:

HC
= Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.

HR
= Height of roof ridge measured vertically above the top of the rafter support walls.

b. Span exceeds 26 feet in length.

c. North American Spruce-Pine-Fir species only.

TABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling not attached to rafters, L/Δ = 180)


RAFTER SPACING
(inches)
SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4   2 × 6 2 × 8 2 × 10 2 × 12 2 × 4  2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches)
  Douglas fir-larch SS 8-5 13-3 17-6 22-4 26-0 8-5 13-3 17-0 20-9 24-0
  Douglas fir-larch #1 8-2 12-0 15-3 18-7 21-7 7-7 11-2 14-1 17-3 20-0
  Douglas fir-larch #2 7-8 11-3 14-3 17-5 20-2 7-1 10-5 13-2 16-1 18-8
  Douglas fir-larch #3 5-10 8-6 10-9 13-2 15-3 5-5 7-10 10-0 12-2 14-1
  Hem-fir SS 8-0 12-6 16-6 21-1 25-6 8-0 12-6 16-6 20-4 23-7
  Hem-fir #1 7-10 11-9 14-10 18-1 21-0 7-5 10-10 13-9 16-9 19-5
  Hem-fir #2 7-5 11-1 14-0 17-2 19-11 7-0 10-3 13-0 15-10 18-5
  Hem-fir #3 5-10 8-6 10-9 13-2 15-3 5-5 7-10 10-0 12-2 14-1
12 Southern pine SS 8-4 13-0 17-2 21-11 Note b 8-4 13-0 17-2 21-11 Note b
  Southern pine #1 8-2 12-10 16-10 20-3 24-1 8-2 12-6 15-9 18-9 22-4
  Southern pine #2 8-0 11-9 15-3 18-2 21-3 7-7 10-11 14-1 16-10 19-9
  Southern pine #3 6-2 9-2 11-8 13-9 16-4 5-9 8-5 10-9 12-9 15-2
  Spruce-pine-firc SS 7-10 12-3 16-2 20-8 24-1 7-10 12-3 15-9 19-3 22-4
  Spruce-pine-firc #1 7-8 11-3 14-3 17-5 20-2 7-1 10-5 13-2 16-1 18-8
  Spruce-pine-firc #2 7-8 11-3 14-3 17-5 20-2 7-1 10-5 13-2 16-1 18-8
  Spruce-pine-firc #3 5-10 8-6 10-9 13-2 15-2 5-5 7-10 10-0 12-2 14-1
  Douglas fir-larch SS 7-8 12-1 15-10 19-5 22-6 7-8 11-7 14-8 17-11 20-10
  Douglas fir-larch #1 7-1 10-5 13-2 16-1 18-8 6-7 9-8 12-2 14-11 17-3
  Douglas fir-larch #2 6-8 9-9 12-4 15-1 17-6 6-2 9-0 11-5 13-11 16-2
  Douglas fir-larch #3 5-0 7-4 9-4 11-5 13-2 4-8 6-10 8-8 10-6 12-3
  Hem-fir SS 7-3 11-5 15-0 19-1 22-1 7-3 11-5 14-5 17-8 20-5
  Hem-fir #1 6-11 10-2 12-10 15-8 18-2 6-5 9-5 11-11 14-6 16-10
  Hem-fir #2 6-7 9-7 12-2 14-10 17-3 6-1 8-11 11-3 13-9 15-11
  Hem-fir #3 5-0 7-4 9-4 11-5 13-2 4-8 6-10 8-8 10-6 12-3
16 Southern pine SS 7-6 11-10 15-7 19-11 24-3 7-6 11-10 15-7 19-11 23-10
  Southern pine #1 7-5 11-7 14-9 17-6 20-11 7-4 10-10 13-8 16-2 19-4
  Southern pine #2 7-1 10-2 13-2 15-9 18-5 6-7 9-5 12-2 14-7 17-1
  Southern pine #3 5-4 7-11 10-1 11-11 14-2 4-11 7-4 9-4 11-0 13-1
  Spruce-pine-firc SS 7-1 11-2 14-8 18-0 20-11 7-1 10-9 13-8 15-11 19-4
  Spruce-pine-firc #1 6-8 9-9 12-4 15-1 17-6 6-2 9-0 11-5 13-11 16-2
  Spruce-pine-firc #2 6-8 9-9 12-4 15-1 17-6 6-2 9-0 11-5 13-11 16-2
  Spruce-pine-firc #3 5-0 7-4 9-4 11-5 13-2 4-8 6-10 8-8 10-6 12-3
  Douglas fir-larch SS 7-3 11-4 14-6 17-8 20-6 7-3 10-7 13-5 16-5 19-0
  Douglas fir-larch #1 6-6 9-6 12-0 14-8 17-1 6-0 8-10 11-2 13-7 15-9
  Douglas fir-larch #2 6-1 8-11 11-3 13-9 15-11 5-7 8-3 10-5 12-9 14-9
  Douglas fir-larch #3 4-7 6-9 8-6 10-5 12-1 4-3 6-3 7-11 9-7 11-2
  Hem-fir SS 6-10 10-9 14-2 17-5 20-2 6-10 10-5 13-2 16-1 18-8
  Hem-fir #1 6-4 9-3 11-9 14-4 16-7 5-10 8-7 10-10 13-3 15-5
  Hem-fir #2 6-0 8-9 11-1 13-7 15-9 5-7 8-1 10-3 12-7 14-7
  Hem-fir #3 4-7 6-9 8-6 10-5 12-1 4-3 6-3 7-11 9-7 11-2
19.2 Southern pine SS 7-1 11-2 14-8 18-9 22-10 7-1 11-2 14-8 18 7 21-9
  Southern pine #1 7-0 10-8 13-5 16-0 19-1 6-8 9-11 12-5 14-10 17-8
  Southern pine #2 6-6 9-4 12-0 14-4 16-10 6-0 8-8 11-2 13-4 15-7
  Southern pine #3 4-11 7-3 9-2 10-10 12-11 4-6 6-8 8-6 10-1 12-0
  Spruce-pine-firc SS 6-8 10-6 13-5 16-5 19-1 6-8 9-10 12-5 15-3 17-8
  Spruce-pine-firc #1 6-1 8-11 11-3 13-9 15-11 5-7 8-3 10-5 12-9 14-9
  Spruce-pine-firc #2 6-1 8-11 11-3 13-9 15-11 5-7 8-3 10-5 12-9 14-9
  Spruce-pine-firc #3 4-7 6-9 8-6 10-5 12-1 4-3 6-3 7-11 9-7 11-2
  Douglas fir-larch SS 6-8 10- 13-0 15-10 18-4 6-6 9-6 12-0 14-8 17-0
  Douglas fir-larch #1 5-10 8-6 10-9 13-2 15-3 5-5 7-10 10-0 12-2 14-1
  Douglas fir-larch #2 5-5 7-11 10-1 12-4 14-3 5-0 7-4 9-4 11-5 13-2
  Douglas fir-larch #3 4-1 6-0 7-7 9-4 10-9 3-10 5-7 7-1 8-7 10-0
  Hem-fir SS 6-4 9-11 12-9 15-7 18-0 6-4 9-4 11-9 14-5 16-8
  Hem-fir #1 5-8 8-3 10-6 12-10 14-10 5-3 7-8 9-9 11-10 13-9
  Hem-fir #2 5-4 7-10 9-11 12-1 14-1 4-11 7-3 9-2 11-3 13-0
  Hem-fir #3 4-1 6-0 7-7 9-4 10-9 3-10 5-7 7-1 8-7 10-0
24 Southern pine SS 6-7 10-4 13-8 17-5 21-0 6-7 10-4 13-8 16-7 19-5
  Southern pine #1 6-5 9-7 12-0 14-4 17-1 6-0 8-10 11-2 13-3 15-9
  Southern pine #2 5-10 8-4 10-9 12-10 15-1 5-5 7-9 10-0 11-11 13-11
  Southern pine #3 4-4 6-5 8-3 9-9 11-7 4-1 6-0 7-7 9-0 10-8
  Spruce-pine-firc SS 6-2 9-6 12-0 14-8 17-1 6-0 8-10 11-2 13-7 15-9
  Spruce-pine-firc #1 5-5 7-11 10-1 12-4 14-3 5-0 7-4 9-4 11-5 13-2
  Spruce-pine-firc #2 5-5 7-11 10-1 12-4 14-3 5-0 7-4 9-4 11-5 13-2
  Spruce-pine-firc #3 4-1 6-0 7-7 9-4 10-9 3-10 5-7 7-1 8-7 10-0
(continued)

TABLE R802.5.1(4) —continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling not attached to rafters, L/Δ = 180)
Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below:


HC/HR Rafter Span Adjustment Factor
1/3 0.67
1/4 0.76
1/5 0.83
1/6 0.90
1/7.5 or less 1.00


where:

HC
= Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.

HR
= Height of roof ridge measured vertically above the top of the rafter support walls.

b. Span exceeds 26 feet in length.

c. North American Spruce-Pine-Fir species only.

TABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)


RAFTER SPACING
(inches)
SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4 2 × 6 2 × 8  2 × 10 2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches)
  Douglas fir-larch SS 9-1 14-4 18-10 24-1 Note b 9-1 14-4 18-10 24-1 Note b
  Douglas fir-larch #1 8-9 13-9 18-2 22-9 Note b 8-9 13-2 16-8 20-4 23-7
  Douglas fir-larch #2 8-7 13-6 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1
  Douglas fir-larch #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8
  Hem-fir SS 8-7 13-6 17-10 22-9 Note b 8-7 13-6 17-10 22-9 Note b
  Hem-fir #1 8-5 13-3 17-5 22-2 25-9 8-5 12-10 16-3 19-10 23-0
  Hem-fir #2 8-0 12-7 16-7 21-0 24-4 8-0 12-2 15-4 18-9 21-9
  Hem-fir #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8
12 Southern pine SS 8-11 14-1 18-6 23-8 Note b 8-11 14-1 18-6 23-8 Note b
  Southern pine #1 8-9 13-9 18-2 23-2 Note b 8-9 13-9 18-2 22-2 Note b
  Southern pine #2 8-7 13-6 17-10 22-3 Note b 8-7 12-11 16-8 19-11 23-4
  Southern pine #3 7-7 11-2 14-3 16-10 20-0 6-9 10-0 12-9 15-1 17-11
  Spruce-pine-firc SS 8-5 13-3 17-5 22-3 Note b 8-5 13-3 17-5 22-3 Note b
  Spruce-pine-firc #1 8-3 12-11 17-0 21-4 24-8 8-3 12-4 15-7 19-1 22-1
  Spruce-pine-firc #2 8-3 12-11 17-0 21-4 24-8 8-3 12-4 15-7 19-1 22-1
  Spruce-pine-firc #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8
  Douglas fir-larch SS 8-3 13-0 17-2 21-10 Note b 8-3 13-0 17-2 21-3 24-8
  Douglas fir-larch #1 8-0 12-6 16-2 19-9 22-10 7-10 11-5 14-5 17-8 20-5
  Douglas fir-larch #2 7-10 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2
  Douglas fir-larch #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6
  Hem-fir SS 7-10 12-3 16-2 20-8 25-1 7-10 12-3 16-2 20-8 24-2
  Hem-fir #1 7-8 12-0 15-9 19-3 22-3 7-7 11-1 14-1 17-2 19-11
  Hem-fir #2 7-3 11-5 14-11 18-2 21-1 7-2 10-6 13-4 16-3 18-10
  Hem-fir #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6
16 Southern pine SS 8-1 12-9 16-10 21-6 Note b 8-1 12-9 16-10 21-6 Note b
  Southern pine #1 8-0 12-6 16-6 21-1 25-7 8-0 12-6 16-2 19-2 22-10
  Southern pine #2 7-10 12-3 16-2 19-3 22-7 7-10 11-2 14-5 17-3 20-2
  Southern pine #3 6-7 9-8 12-4 14-7 17-4 5-10 8-8 11-0 13-0 15-6
  Spruce-pine-firc SS 7-8 12-0 15-10 20-2 24-7 7-8 12-0 15-10 19-9 22-10
  Spruce-pine-firc #1 7-6 11-9 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2
  Spruce-pine-firc #2 7-6 11-9 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2
  Spruce-pine-firc #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6
  Douglas fir-larch SS 7-9 12-3 16-1 20-7 25-0 7-9 12-3 15-10 19-5 22-6
  Douglas fir-larch #1 7-6 11-8 14-9 18-0 20-11 7-1 10-5 13-2 16-1 18-8
  Douglas fir-larch #2 7-4 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6
  Douglas fir-larch #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2
  Hem-fir SS 7-4 11-7 15-3 19-5 23-7 7-4 11-7 15-3 19-1 22-1
  Hem-fir #1 7-2 11-4 14-4 17-7 20-4 6-11 10-2 12-10 15-8 18-2
  Hem-fir #2 6-10 10-9 13-7 16-7 19-3 6-7 9-7 12-2 14-10 17-3
  Hem-fir #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2
19.2 Southern pine SS 7-8 12-0 15-10 20-2 24-7 7-8 12-0 15-10 20-2 24-7
  Southern pine #1 7-6 11-9 15-6 19-7 23-4 7-6 11-9 14-9 17-6 20-11
  Southern pine #2 7-4 11-5 14-9 17-7 20-7 7-1 10-2 13-2 15-9 18-5
  Southern pine #3 6-0 8-10 11-3 13-4 15-10 5-4 7-11 10-1 11-11 14-2
  Spruce-pine-firc SS 7-2 11-4 14-11 19-0 23-1 7-2 11-4 14-9 18-0 20-11
  Spruce-pine-firc #1 7-0 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6
  Spruce-pine-firc #2 7-0 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6
  Spruce-pine-firc #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2
(continued)

TABLE R802.5.1(5)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L/Δ = 240)


RAFTER SPACING
(inches)
SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4  2 × 6 2 × 8 2 × 10 2 × 12 2 × 4  2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches) (feet- inches)
  Douglas fir-larch SS 7-3 11-4 15-0 19-1 22-6 7-3 11-3 14-2 17-4 20-1
  Douglas fir-larch #1 7-0 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8
  Douglas fir-larch #2 6-8 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7
  Douglas fir-larch #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10
  Hem-fir SS 6-10 10-9 14-2 18-0 21-11 6-10 10-9 13-11 17-0 19-9
  Hem-fir #1 6-8 10-2 12-10 15-8 18-2 6-2 9-1 11-6 14-0 16-3
  Hem-fir #2 6-4 9-7 12-2 14-10 17-3 5-10 8-7 10-10 13-3 15-5
  Hem-fir #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10
24 Southern pine SS 7-1 11-2 14-8 18-9 22-10 7-1 11-2 14-8 18-9 22-10
  Southern pine #1 7-0 10-11 14-5 17-6 20-11 7-0 10-6 13-2 15-8 18-8
  Southern pine #2 6-10 10-2 13-2 15-9 18-5 6-4 9-2 11-9 14-1 16-6
  Southern pine #3 5-4 7-11 10-1 11-11 14-2 4-9 7-1 9-0 10-8 12-8
  Spruce-pine-firc SS 6-8 10-6 13-10 17-8 20-11 6-8 10-5 13-2 16-1 18-8
  Spruce-pine-firc #1 6-6 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7
  Spruce-pine-firc #2 6-6 9-9 12-4 15-1 17-6 5-11 8-8 11-0 13-6 15-7
  Spruce-pine-firc #3 5-0 7-4 9-4 11-5 13-2 4-6 6-7 8-4 10-2 11-10


Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter pans shall be multiplied by the factors given below::


HC/HR Rafter Span Adjustment Factor
1/3 0.67
1/4 0.76
1/5 0.83
1/6 0.90
1/7.5 or less 1.00


where:

HC
= Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.

HR
= Height of roof ridge measured vertically above the top of the rafter support walls.

b. Span exceeds 26 feet in length

c. North American Spruce-Pine-Fir species only.

TABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling attached to rafters, L/Δ = 240)


RAFTER SPACING
(inches)
SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4  2 × 6 2 × 8 2 × 10 2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet-inches) (feet-inches) (feet-inches) (feet-inches)
(feet- inches)
(feet-inches) (feet-inches) (feet-inches) (feet-inches) (feet-inches)
  Douglas fir-larch SS 7-8 12-1 15-11 20-3 24-8 7-8 12-1 15-11 20-3 24-0
  Douglas fir-larch #1 7-5 11-7 15-3 18-7 21-7 7-5 11-2 14-1 17-3 20-0
  Douglas fir-larch  #2 7-3 11-3 14-3 17-5 20-2 7-1 10-5 13-2 16-1 18-8
  Douglas fir-larch  #3 5-10 8-6 10-9 13-2 15-3 5-5 7-10 10-0 12-2 14-1
  Hem-fir SS 7-3 11-5 15-0 19-2 23-4 7-3 11-5 15-0 19-2 23-4
  Hem-fir #1 7-1 11-2 14-8 18-1 21-0 7-1 10-10 13-9 16-9 19-5
  Hem-fir #2 6-9 10-8 14-0 17-2 19-11 6-9 10-3 13-0 15-10 18-5
  Hem-fir #3 5-10 8-6 10-9 13-2 15-3 5-5 7-10 10-0 12-2 14-1
12 Southern pine SS 7-6 11-10 15-7 19-11 24-3 7-6 11-10 15-7 19-11 24-3
  Southern pine #1 7-5 11-7 15-4 19-7 23-9 7-5 11-7 15-4 18-9 22-4
  Southern pine #2 7-3 11-5 15-0 18-2 21-3 7-3 10-11 14-1 16-10 19-9
  Southern pine #3 6-2 9-2 11-8 13-9 16-4 5-9 8-5 10-9 12-9 15-2
  Spruce-pine-firb SS 7-1 11-2 14-8 18-9 22-10 7-1 11-2 14-8 18-9 22-4
  Spruce-pine-firb #1 6-11 10-11 14-3 17-5 20-2 6-11 10-5 13-2 16-1 18-8
  Spruce-pine-firb #2 6-11 10-11 14-3 17-5 20-2 6-11 10-5 13-2 16-1 18-8
  Spruce-pine-firb #3 5-10 8-6 10-9 13-2 15-3 5-5 7-10 10-0 12-2 14-1
  Douglas fir-larch SS 7-0 11-0 14-5 18-5 22-5 7-0 11-0 14-5 17-11 20-10
  Douglas fir-larch #1 6-9 10-5 13-2 16-1 18-8 6-7 9-8 12-2 14-11 17-3
  Douglas fir-larch #2 6-7 9-9 12-4 15-1 17-6 6-2 9-0 11-5 13-11 16-2
  Douglas fir-larch #3 5-0 7-4 9-4 11-5 13-2 4-8 6-10 8-8 10-6 12-3
  Hem-fir SS 6-7 10-4 13-8 17-5 21-2 6-7 10-4 13-8 17-5 20-5
  Hem-fir #1 6-5 10-2 12-10 15-8 18-2 6-5 9-5 11-11 14-6 16-10
  Hem-fir #2 6-2 9-7 12-2 14-10 17-3 6-1 8-11 11-3 13-9 15-11
  Hem-fir #3 5-0 7-4 9-4 11-5 13-2 4-8 6-10 8-8 10-6 12-3
16 Southern pine SS 6-10 10-9 14-2 18-1 22-0 6-10 10-9 14-2 18-1 22-0
  Southern pine #1 6-9 10-7 13-11 17-6 20-11 6-9 10-7 13-8 16-2 19-4
  Southern pine #2 6-7 10-2 13-2 15-9 18-5 6-7 9-5 12-2 14-7 17-1
  Southern pine #3 5-4 7-11 10-1 11-11 14-2 4-11 7-4 9-4 11-0 13-1
  Spruce-pine-firb SS 6-5 10-2 13-4 17-0 20-9 6-5 10-2 13-4 16-8 19-4
  Spruce-pine-firb #1 6-4 9-9 12-4 15-1 17-6 6-2 9-0 11-5 13-11 16-2
  Spruce-pine-firb #2 6-4 9-9 12-4 15-1 17-6 6-2 9-0 11-5 13-11 16-2
  Spruce-pine-firb #3 5-0 7-4 9-4 11-5 13-2 4-8 6-10 8-8 10-6 12-3
  Douglas fir-larch SS 6-7 10-4 13-7 17-4 20-6 6-7 10-4 13-5 16-5 19-0
  Douglas fir-larch #1 6-4 9-6 12-0 14-8 17-1 6-0 8-10 11-2 13-7 15-9
  Douglas fir-larch #2 6-1 8-11 11-3 13-9 15-11 5-7 8-3 10-5 12-9 14-9
  Douglas fir-larch #3 4-7 6-9 8-6 10-5 12-1 4-3 6-3 7-11 9-7 11-2
  Hem-fir SS 6-2 9-9 12-10 16-5 19-11 6-2 9-9 12-10 16-1 18-8
  Hem-fir #1 6-1 9-3 11-9 14-4 16-7 5-10 8-7 10-10 13-3 15-5
  Hem-fir #2 5-9 8-9 11-1 13-7 15-9 5-7 8-1 10-3 12-7 14-7
  Hem-fir #3 4-7 6-9 8-6 10-5 12-1 4-3 6-3 7-11 9-7 11-2
19.2 Southern pine SS 6-5 10-2 13-4 17-0 20-9 6-5 10-2 13-4 17-0 20-9
  Southern pine #1 6-4 9-11 13-1 16-0 19-1 6-4 9-11 12-5 14-10 17-8
  Southern pine #2 6-2 9-4 12-0 14-4 16-10 6-0 8-8 11-2 13-4 15-7
  Southern pine #3 4-11 7-3 9-2 10-10 12-11 4-6 6-8 8-6 10-1 12-0
  Spruce-pine-firb SS 6-1 9-6 12-7 16-0 19-1 6-1 9-6 12-5 15-3 17-8
  Spruce-pine-firb #1 5-11 8-11 11-3 13-9 15-11 5-7 8-3 10-5 12-9 14-9
  Spruce-pine-firb #2 5-11 8-11 11-3 13-9 15-11 5-7 8-3 10-5 12-9 14-9
  Spruce-pine-firb #3 4-7 6-9 8-6 10-5 12-1 4-3 6-3 7-11 9-7 11-2
  Douglas fir-larch SS 6-1 9-7 12-7 15-10 18-4 6-1 9-6 12-0 14-8 17-0
  Douglas fir-larch #1 5-10 8-6 10-9 13-2 15-3 5-5 7-10 10-0 12-2 14-1
  Douglas fir-larch #2 5-5 7-11 10-1 12-4 14-3 5-0 7-4 9-4 11-5 13-2
  Douglas fir-larch #3 4-1 6-0 7-7 9-4 10-9 3-10 5-7 7-1 8-7 10-0
  Hem-fir SS 5-9 9-1 11-11 15-2 18-0 5-9 9-1 11-9 14-5 15-11
  Hem-fir #1 5-8 8-3 10-6 12-10 14-10 5-3 7-8 9-9 11-10 13-9
  Hem-fir #2 5-4 7-10 9-11 12-1 14-1 4-11 7-3 9-2 11-3 13-0
  Hem-fir #3 4-1 6-0 7-7 9-4 10-9 3-10 5-7 7-1 8-7 10-0
24 Southern pine SS 6-0 9-5 12-5 15-10 19-3 6-0 9-5 12-5 15-10 19-3
  Southern pine #1 5-10 9-3 12-0 14-4 17-1 5-10 8-10 11-2 13-3 15-9
  Southern pine #2 5-9 8-4 10-9 12-10 15-1 5-5 7-9 10-0 11-11 13-11
  Southern pine #3 4-4 6-5 8-3 9-9 11-7 4-1 6-0 7-7 9-0 10-8
  Spruce-pine-firb SS 5-8 8-10 11-8 14-8 17-1 5-8 8-10 11-2 13-7 15-9
  Spruce-pine-firb #1 5-5 7-11 10-1 12-4 14-3 5-0 7-4 9-4 11-5 13-2
  Spruce-pine-firb #2 5-5 7-11 10-1 12-4 14-3 5-0 7-4 9-4 11-5 13-2
  Spruce-pine-firb #3 4-1 6-0 7-7 9-4 10-9 3-10 5-7 7-1 8-7 10-0
(continued)

TABLE R802.5.1(6)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf or less, ceiling attached to rafters, L/Δ = 24)


Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below:


HC/HR Rafter Span Adjustment Factor
1/3 0.67
1/4 0.76
1/5 0.83
1/6 0.90
1/7.5 or less 1.00


where:

HC
= Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.

HR
= Height of roof ridge measured vertically above the top of the rafter support walls.

b. North American Spruce-Pine-Fir species only.

TABLE R802.5.1 (7) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=70 psf or less, ceiling not attached to rafters, L/Δ = 180)


RAFTER SPACING(inches) SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4 2 × 6 2 × 8 2 × 10 2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12
Maximum Rafter Spansa
(feet- inches) (feet-inches) (feet-inches) (feet-inches) (feet-inches) (feet-inches) (feet-inches) (feet-inches) (feet-inches) (feet-inches)
  Douglas fir-larch SS 7-7 11-10 15-8 19-5 22-6 7-7 11-10 15-0 18-3 21-2
  Douglas fir-larch #1 7-1 10-5 13-2 16-1 18-8 6-8 9-10 12-5 15-2 17-7
  Douglas fir-larch #2 6-8 9-9 12-4 15-1 17-6 6-3 9-2 11-8 14-2 16-6
  Douglas fir-larch #3 5-0 7-4 9-4 11-5 13-2 4-9 6-11 8-9 10-9 12-5
  Hem-fir SS 7-2 11-3 14-9 18-10 22-1 7-2 11-3 14-8 18-0 20-10
  Hem-fir #1 6-11 10-2 12-10 15-8 18-2 6-6 9-7 12-1 14-10 17-2
  Hem-fir #2 6-7 9-7 12-2 14-10 17-3 6-2 9-1 11-5 14-0 16-3
  Hem-fir #3 5-0 7-4 9-4 11-5 13-2 4-9 6-11 8-9 10-9 12-5
12 Southern pine SS 7-5 11-8 15-4 19-7 23-10 7-5 11-8 15-4 19-7 23-10
  Southern pine #1 7-3 11-5 14-9 17-6 20-11 7-3 11-1 13-11 16-6 19-8
  Southern pine #2 7-1 10-2 13-2 15-9 18-5 6-8 9-7 12-5 14-10 17-5
  Southern pine #3 5-4 7-11 10-1 11-11 14-2 5-1 7-5 9-6 11-3 13-4
  Spruce-pine-firb SS 7-0 11-0 14-6 18-0 20-11 7-0 11-0 13-11 17-0 19-8
  Spruce-pine-firb #1 6-8 9-9 12-4 15-1 17-6 6-3 9-2 11-8 14-2 16-6
  Spruce-pine-firb #2 6-8 9-9 12-4 15-1 17-6 6-3 9-2 11-8 14-2 16-6
  Spruce-pine-firb #3 5-0 7-4 9-4 11-5 13-2 4-9 6-11 8-9 10-9 12-5
  Douglas fir-larch SS 6-10 10-9 13-9 16-10 19-6 6-10 10-3 13-0 15-10 18-4
  Douglas fir-larch #1 6-2 9-0 11-5 13-11 16-2 5-10 8-6 10-9 13-2 15-3
  Douglas fir-larch #2 5-9 8-5 10-8 13-1 15-2 5-5 7-11 10-1 12-4 14-3
  Douglas fir-larch #3 4-4 6-4 8-1 9-10 11-5 4-1 6-0 7-7 9-4 10-9
  Hem-fir SS 6-6 10-2 13-5 16-6 19-2 6-6 10-1 12-9 15-7 18-0
  Hem-fir #1 6-0 8-9 11-2 13-7 15-9 5-8 8-3 10-6 12-10 14-10
  Hem-fir #2 5-8 8-4 10-6 12-10 14-11 5-4 7-10 9-11 12-1 14-1
  Hem-fir #3 4-4 6-4 8-1 9-10 11-5 4-1 6-0 7-7 9-4 10-9
16 Southern pine SS 6-9 10-7 14-0 17-10 21-8 6-9 10-7 14-0 17-10 21-0
  Southern pine #1 6-7 10-2 12-9 15-2 18-1 6-5 9-7 12-0 14-4 17-1
  Southern pine #2 6-2 8-10 11-5 13-7 16-0 5-10 8-4 10-9 12-10 15-1
  Southern pine #3 4-8 6-10 8-9 10-4 12-3 4-4 6-5 8-3 9-9 11-7
  Spruce-pine-firb SS 6-4 10-0 12-9 15-7 18-1 6-4 9-6 12-0 14-8 17-1
  Spruce-pine-firb #1 5-9 8-5 10-8 13-1 15-2 5-5 7-11 10-1 12-4 14-3
  Spruce-pine-firb #2 5-9 8-5 10-8 13-1 15-2 5-5 7-11 10-1 12-4 14-3
  Spruce-pine-firb #3 4-4 6-4 8-1 9-10 11-5 4-1 6-0 7-7 9-4 10-9
  Douglas fir-larch SS 6-5 9-11 12-7 15-4 17-9 6-5 9-4 11-10 14-5 16-9
  Douglas fir-larch #1 5-7 8-3 10-5 12-9 14-9 5-4 7-9 9-10 12-0 13-11
  Douglas fir-larch #2 5-3 7-8 9-9 11-11 13-10 5-0 7-3 9-2 11-3 13-0
  Douglas fir-larch #3 4-0 5-10 7-4 9-0 10-5 3-9 5-6 6-11 8-6 9-10
  Hem-fir SS 6-1 9-7 12-4 15-1 17-4 6-1 9-2 11-8 14-2 15-5
  Hem-fir #1 5-6 8-0 10-2 12-5 14-5 5-2 7-7 9-7 11-8 13-7
  Hem-fir #2 5-2 7-7 9-7 11-9 13-7 4-11 7-2 9-1 11-1 12-10
  Hem-fir #3 4-0 5-10 7-4 9-0 10-5 3-9 5-6 6-11 8-6 9-10
19.2 Southern pine SS 6-4 10-0 13-2 16-9 20-4 6-4 10-0 13-2 16-5 19-2
  Southern pine #1 6-3 9-3 11-8 13-10 16-6 5-11 8-9 11-0 13-1 15-7
  Southern pine #2 5-7 8-1 10-5 12-5 14-7 5-4 7-7 9-10 11-9 13-9
  Southern pine #3 4-3 6-3 8-0 9-5 11-2 4-0 5-11 7-6 8-10 10-7
  Spruce-pine-firb SS 6-0 9-2 11-8 14-3 16-6 5-11 8-8 11-0 13-5 15-7
  Spruce-pine-firb #1 5-3 7-8 9-9 11-11 13-10 5-0 7-3 9-2 11-3 13-0
  Spruce-pine-firb #2 5-3 7-8 9-9 11-11 13-10 5-0 7-3 9-2 11-3 13-0
  Spruce-pine-firb #3 4-0 5-10 7-4 9-0 10-5 3-9 5-6 6-11 8-6 9-10
(continued)

TABLE R802.5.1(7)—continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=70 psf or less, ceiling not attached to rafters, L/Δ = 180)


RAFTER SPACING
(inches)
SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4 2 × 6 2 × 8 2 × 10 2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet-inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches)
  Douglas fir-larch SS 6-0 8-10 11-3 13-9 15-11 5-9 8-4 10-7 12-11 15-0
  Douglas fir-larch #1 5-0 7-4 9-4 11-5 13-2 4-9 6-11 8-9 10-9 12-5
  Douglas fir-larch #2 4-8 6-11 8-9 10-8 12-4 4-5 6-6 8-3 10-0 11-8
  Douglas fir-larch #3 3-7 5-2 6-7 8-1 9-4 3-4 4-11 6-3 7-7 8-10
  Hem-fir SS 5-8 8-8 11-0 13-6 13-11 5-7 8-3 10-5 12-4 12-4
  Hem-fir #1 4-11 7-2 9-1 11-1 12-10 4-7 6-9 8-7 10-6 12-2
  Hem-fir #2 4-8 6-9 8-7 10-6 12-2 4-4 6-5 8-1 9-11 11-6
  Hem-fir #3 3-7 5-2 6-7 8-1 9-4 3-4 4-11 6-3 7-7 8-10
24 Southern pine SS 5-11 9-3 12-2 15-7 18-2 5-11 9-3 12-2 14-8 17-2
  Southern pine #1 5-7 8-3 10-5 12-5 14-9 5-3 7-10 9-10 11-8 13-11
  Southern pine #2 5-0 7-3 9-4 11-1 13-0 4-9 6-10 8-9 10-6 12-4
  Southern pine #3 3-9 5-7 7-1 8-5 10-0 3-7 5-3 6-9 7-11 9-5
  Spruce-pine-firb SS 5-6 8-3 10-5 12-9 14-9 5-4 7-9 9-10 12-0 12-11
  Spruce-pine-firb #1 4-8 6-11 8-9 10-8 12-4 4-5 6-6 8-3 10-0 11-8
  Spruce-pine-firb #2 4-8 6-11 8-9 10-8 12-4 4-5 6-6 8-3 10-0 11-8
  Spruce-pine-firb #3 3-7 5-2 6-7 8-1 9-4 3-4 4-11 6-3 7-7 8-10


a.   Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below:


HC/HR Rafter Span Adjustment Factor
1/3 0.67
1/4 0.76
1/5 0.83
1/6 0.90
1/7.5 or less 1.00


where:

HC
= Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.

HR
= Height of roof ridge measured vertically above the top of the rafter support walls.

b. North American Spruce-Pine-Fir species only.

TABLE R802.5.1 (8) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=70 psf or less, ceiling attached to rafters, L/Δ = 240)


RAFTER SPACING
(inches)
SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf
2 × 4 2 × 6 2 × 8 2 × 10 2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12
Maximum rafter spansa
(feet - inches) (feet - inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches) (feet -inches)
  Douglas fir-larch SS 6-10 10-9 14-3 18-2 22-1 6-10 10-9 14-3 18-2 21-2
  Douglas fir-larch #1 6-7 10-5 13-2 16-1 18-8 6-7 9-10 12-5 15-2 17-7
  Douglas fir-larch #2 6-6 9-9 12-4 15-1 17-6 6-3 9-2 11-8 14-2 16-6
  Douglas fir-larch #3 5-0 7-4 9-4 11-5 13-2 4-9 6-11 8-9 10-9 12-5
  Hem-fir SS 6-6 10-2 13-5 17-2 20-10 6-6 10-2 13-5 17-2 20-10
  Hem-fir #1 6-4 10-0 12-10 15-8 18-2 6-4 9-7 12-1 14-10 17-2
  Hem-fir #2 6-1 9-6 12-2 14-10 17-3 6-1 9-1 11-5 14-0 16-3
  Hem-fir #3 5-0 7-4 9-4 11-5 13-2 4-9 6-11 8-9 10-9 12-5
12 Southern pine SS 6-9 10-7 14-0 17-10 21-8 6-9 10-7 14-0 17-10 21-8
  Southern pine #1 6-7 10-5 13-8 17-6 20-11 6-7 10-5 13-8 16-6 19-8
  Southern pine #2 6-6 10-2 13-2 15-9 18-5 6-6 9-7 12-5 14-10 17-5
  Southern pine #3 5-4 7-11 10-1 11-11 14-2 5-1 7-5 9-6 11-3 13-4
  Spruce-pine-firb SS 6-4 10-0 13-2 16-9 20-5 6-4 10-0 13-2 16-9 19-8
  Spruce-pine-firb #1 6-2 9-9 12-4 15-1 17-6 6-2 9-2 11-8 14-2 16-6
  Spruce-pine-firb #2 6-2 9-9 12-4 15-1 17-6 6-2 9-2 11-8 14-2 16-6
  Spruce-pine-firb #3 5-0 7-4 9-4 11-5 13-2 4-9 6-11 8-9 10-9 12-5
  Douglas fir-larch SS 6-3 9-10 12-11 16-6 19-6 6-3 9-10 12-11 15-10 18-4
  Douglas fir-larch #1 6-0 9-0 11-5 13-11 16-2 5-10 8-6 10-9 13-2 15-3
  Douglas fir-larch #2 5-9 8-5 10-8 13-1 15-2 5-5 7-11 10-1 12-4 14-3
  Douglas fir-larch #3 4-4 6-4 8-1 9-10 11-5 4-1 6-0 7-7 9-4 10-9
  Hem-fir SS 5-11 9-3 12-2 15-7 18-11 5-11 9-3 12-2 15-7 18-0
  Hem-fir #1 5-9 8-9 11-2 13-7 15-9 5-8 8-3 10-6 12-10 14-10
  Hem-fir #2 5-6 8-4 10-6 12-10 14-11 5-4 7-10 9-11 12-1 14-1
  Hem-fir #3 4-4 6-4 8-1 9-10 11-5 4-1 6-0 7-7 9-4 10-9
16 Southern pine SS 6-1 9-7 12-8 16-2 19-8 6-1 9-7 12-8 16-2 19-8
  Southern pine #1 6-0 9-5 12-5 15-2 18-1 6-0 9-5 12-0 14-4 17-1
  Southern pine #2 5-11 8-10 11-5 13-7 16-0 5-10 8-4 10-9 12-10 15-1
  Southern pine #3 4-8 6-10 8-9 10-4 12-3 4-4 6-5 8-3 9-9 11-7
  Spruce-pine-firb SS 5-9 9-1 11-11 15-3 18-1 5-9 9-1 11-11 14-8 17-1
  Spruce-pine-firb #1 5-8 8-5 10-8 13-1 15-2 5-5 7-11 10-1 12-4 14-3
  Spruce-pine-firb #2 5-8 8-5 10-8 13-1 15-2 5-5 7-11 10-1 12-4 14-3
  Spruce-pine-firb #3 4-4 6-4 8-1 9-10 11-5 4-1 6-0 7-7 9-4 10-9
  Douglas fir-larch SS 5-10 9-3 12-2 15-4 17-9 5-10 9-3 11-10 14-5 16-9
  Douglas fir-larch #1 5-7 8-3 10-5 12-9 14-9 5-4 7-9 9-10 12-0 13-11
  Douglas fir-larch #2 5-3 7-8 9-9 11-11 13-10 5-0 7-3 9-2 11-3 13-0
  Douglas fir-larch #3 4-0 5-10 7-4 9-0 10-5 3-9 5-6 6-11 8-6 9-10
  Hem-fir SS 5-6 8-8 11-6 14-8 17-4 5-6 8-8 11-6 14-2 15-5
  Hem-fir #1 5-5 8-0 10-2 12-5 14-5 5-2 7-7 9-7 11-8 13-7
  Hem-fir #2 5-2 7-7 9-7 11-9 13-7 4-11 7-2 9-1 11-1 12-10
  Hem-fir #3 4-0 5-10 7-4 9-0 10-5 3-9 5-6 6-11 8-6 9-10
19.2 Southern pine SS 5-9 9-1 11-11 15-3 18-6 5-9 9-1 11-11 15-3 18-6
  Southern pine #1 5-8 8-11 11-8 13-10 16-6 5-8 8-9 11-0 13-1 15-7
  Southern pine #2 5-6 8-1 10-5 12-5 14-7 5-4 7-7 9-10 11-9 13-9
  Southern pine #3 4-3 6-3 8-0 9-5 11-2 4-0 5-11 7-6 8-10 10-7
  Spruce-pine-firb SS 5-5 8-6 11-3 14-3 16-6 5-5 8-6 11-0 13-5 15-7
  Spruce-pine-firb #1 5-3 7-8 9-9 11-11 13-10 5-0 7-3 9-2 11-3 13-0
  Spruce-pine-firb #2 5-3 7-8 9-9 11-11 13-10 5-0 7-3 9-2 11-3 13-0
  Spruce-pine-firb #3 4-0 5-10 7-4 9-0 10-5 3-9 5-6 6-11 8-6 9-10
  Douglas fir-larch SS 5-5 8-7 11-3 13-9 15-11 5-5 8-4 10-7 12-11 15-0
  Douglas fir-larch #1 5-0 7-4 9-4 11-5 13-2 4-9 6-11 8-9 10-9 12-5
  Douglas fir-larch #2 4-8 6-11 8-9 10-8 12-4 4-5 6-6 8-3 10-0 11-8
  Douglas fir-larch #3 3-7 5-2 6-7 8-1 9-4 3-4 4-11 6-3 7-7 8-10
  Hem-fir SS 5-2 8-1 10-8 13-6 13-11 5-2 8-1 10-5 12-4 12-4
  Hem-fir #1 4-11 7-2 9-1 11-1 12-10 4-7 6-9 8-7 10-6 12-2
  Hem-fir #2 4-8 6-9 8-7 10-6 12-2 4-4 6-5 8-1 9-11 11-6
  Hem-fir #3 3-7 5-2 6-7 8-1 9-4 3-4 4-11 6-3 7-7 8-10
24 Southern pine SS 5-4 8-5 11-1 14-2 17-2 5-4 8-5 11-1 14-2 17-2
  Southern pine #1 5-3 8-3 10-5 12-5 14-9 5-3 7-10 9-10 11-8 13-11
  Southern pine #2 5-0 7-3 9-4 11-1 13-0 4-9 6-10 8-9 10-6 12-4
  Southern pine #3 3-9 5-7 7-1 8-5 10-0 3-7 5-3 6-9 7-11 9-5
  Spruce-pine-firb SS 5-0 7-11 10-5 12-9 14-9 5-0 7-9 9-10 12-0 12-11
  Spruce-pine-firb #1 4-8 6-11 8-9 10-8 12-4 4-5 6-6 8-3 10-0 11-8
  Spruce-pine-firb #2 4-8 6-11 8-9 10-8 12-4 4-5 6-6 8-3 10-0 11-8
  Spruce-pine-firb #3 3-7 5-2 6-7 8-1 9-4 3-4 4-11 6-3 7-7 8-10
(continued)

TABLE R802.5.1 (8) —continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=70 psf or less, ceiling attached to rafters, L/Δ = 240)


Check sources for availability of lumber in lengths greater than 20 feet.

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. The tabulated rafter spans assume that ceiling joists are located at the bottom of the attic space or that some other method of resisting the outward push of the rafters on the bearing walls, such as rafter ties, is provided at that location. When ceiling joists or rafter ties are located higher in the attic space, the rafter spans shall be multiplied by the factors given below:


HC/HR Rafter Span Adjustment Factor
1/3 0.67
1/4 0.76
1/5 0.83
1/6 0.90
1/7.5 or less 1.00


where:

HC
= Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.

HR
= Height of roof ridge measured vertically above the top of the rafter support walls.

b. North American Spruce-Pine-Fir species only.

TABLE R802.5.1(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONS
a, b, c, d, e, f, g

RAFTER SLOPE RAFTER SPACING (inches) GROUND SNOW LOAD (psf)
30 50  70
Roof span (feet)
12 20 28 36 12 20 28 36 12 20 28 36
Required number of 16d common nailsa,b per heel joint splicesc,d,e,f
  12 4 6 8 11 5 8 12 15 6 11 15 20
3:12 16 5 8 11 14 6 11 15 20 8 14 20 26
  24 7 11 16 21 9 16 23 30 12 21 30 39
  12 3 5 6 8 4 6 9 11 5 8 12 15
4:12 16 4 6 8 11 5 8 12 15 6 11 15 20
  24 5 9 12 16 7 12 17 22 9 16 23 29
  12 3 4 5 7 3 5 7 9 4 7 9 12
5:12 16 3 5 7 9 4 7 9 12 5 9 12 16
  24 4 7 10 13 6 10 14 18 7 13 18 23
  12 3 3 4 5 3 4 5 7 3 5 7 9
7:12 16 3 4 5 6 3 5 7 9 4 6 9 11
  24 3 5 7 9 4 7 10 13 5 9 13 17
  12 3 3 3 4 3 3 4 5 3 4 5 7
9:12 16 3 3 4 5 3 4 5 7 3 5 7 9
  24 3 4 6 7 3 6 8 10 4 7 10 13
  12 3 3 3 3 3 3 3 4 3 3 4 5
12:12 16 3 3 3 4 3 3 4 5 3 4 5 7
  24 3 3 4 6 3 4 6 8 3 6 8 10


For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa.

a. 40d box nails shall be permitted to be substituted for 16d common nails.

b. Nailing requirements shall be permitted to be reduced 25 percent if nails are clinched.

c. Heel joint connections are not required when the ridge is supported by a load-bearing wall, header or ridge beam.

d. When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall, the tabulated heel joint connection requirements shall be permitted to be reduced proportionally to the reduction in span.

e. Equivalent nailing patterns are required for ceiling joist to ceiling joist lap splices.

f. When rafter ties are substituted for ceiling joists, the heel joint connection requirement shall be taken as the tabulated heel joint connection requirement for two-thirds of the actual rafter-slope.

g. Tabulated heel joint connection requirements assume that ceiling joists or rafter ties are located at the bottom of the attic space. When ceiling joists or rafter ties are located higher in the attic, heel joint connection requirements shall be increased by the following factors:


HC/HR Rafter Span Adjustment Factor
1/3 0.67
1/4 0.76
1/5 0.83
1/6 0.90
1/7.5 or less 1.00


where:

HC
= Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls.

HR
= Height of roof ridge measured vertically above the top of the rafter support walls.






For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.018 rad.

NOTE:
Where ceiling joints run perpendicular to the rafters, rafter ties shall be nailed to the rafter near the plate line and spaced not more than 4 feet on center.

FIGURE R802.5.1 BRACED RAFTER CONSTRUCTION
The ends of each rafter or ceiling joist shall have not less than 11/2 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or concrete.
If the finished ceiling material is installed on the ceiling prior to the attachment of the ceiling to the walls, such as in construction at a factory, a compression strip of the same thickness as the finish ceiling material shall be installed directly above the top plate of bearing walls if the compressive strength of the finish ceiling material is less than the loads it will be required to withstand. The compression strip shall cover the entire length of such top plate and shall be at least one- half the width of the top plate. It shall be of material capable of transmitting the loads transferred through it.
Structural roof members shall not be cut, bored or notched in excess of the limitations specified in this section.
Notches in solid lumber joists, rafters and beams shall not exceed one-sixth of the depth of the member, shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not exceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of the holes bored or cut into members shall not exceed one-third the depth of the member. Holes shall not be closer than 2 inches (51 mm) to the top or bottom of the member, or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches (51 mm) to the notch.

Exception:
Notches on cantilevered portions of rafters are permitted provided the dimension of the remaining portion of the rafter is not less than 4-inch nominal (102 mm) and the length of the cantilever does not exceed 24 inches (610 mm).
Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members or I-joists are prohibited except where permitted by the manufacturer’s recommendations or where the effects of such alterations are specifically considered in the design of the member by a registered design professional.
Rafters and ceiling joists having a depth-to-thickness ratio exceeding 5 to 1 based on nominal dimensions shall be provided with lateral support at points of bearing to prevent rotation.
Rafters and ceiling joists having a depth-to-thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid blocking, diagonal bridging (wood or metal) or a continuous 1-inch by 3-inch (25 mm by 76 mm) wood strip nailed across the rafters or ceiling joists at intervals not exceeding 8 feet (2438 mm).
Openings in roof and ceiling framing shall be framed with header and trimmer joists. When the header joist span does not exceed 4 feet (1219 mm), the header joist may be a single member the same size as the ceiling joist or rafter. Single trimmer joists may be used to carry a single header joist that is located within 3 feet (914 mm) of the trimmer joist bearing. When the header joist span exceeds 4 feet (1219 mm), the trimmer joists and the header joist shall be doubled and of sufficient cross section to support the ceiling joists or rafter framing into the header. Approved hangers shall be used for the header joist to trimmer joist connections when the header joist span exceeds 6 feet (1829 mm). Tail joists over 12 feet (3658 mm) long shall be supported at the header by framing anchors or on ledger strips not less than 2 inches by 2 inches (51 mm by 51 mm).
Truss design drawings, prepared in conformance to Section R802.10.1, shall be provided to the building official and approved prior to installation. Truss design drawings shall include, at a minimum, the information specified below. Truss design drawing shall be provided with the shipment of trusses delivered to the jobsite.
1. Slope or depth, span and spacing.
2. Location of all joints.
3. Required bearing widths.
4. Design loads as applicable.
4.1. Top chord live load (as determined from Section R301.6).
4.2. Top chord dead load. 4.3. Bottom chord live load. 4.4. Bottom chord dead load.
4.5. Concentrated loads and their points of application.
4.6. Controlling wind and earthquake loads.
5. Adjustments to lumber and joint connector design values for conditions of use.
6. Each reaction force and direction.
7. Joint connector type and description (e.g., size, thickness or gage) and the dimensioned location of each joint connector except where symmetrically located relative to the joint interface.
8. Lumber size, species and grade for each member.
9. Connection requirements for:
9.1. Truss to girder-truss.
9.2. Truss ply-to-ply.
9.3. Field splices.
10. Calculated deflection ratio and/or maximum description for live and total load.
11. Maximum axial compression forces in the truss members to enable the building designer to design the size, connections and anchorage of the permanent continuous lateral bracing. Forces shall be shown on the truss design drawing or on supplemental documents.
12. Required permanent truss member bracing location.
Wood trusses shall be designed in accordance with accepted engineering practice. The design and manufacture of metal-plate-connected wood trusses shall comply with ANSI/TPI 1. The truss design drawings shall be prepared by a registered design professional.
The provisions of this section shall control the design of truss roof framing when snow controls for buildings not greater than 60 feet (18 288 mm) in length perpendicular to the joist, rafter or truss span, not greater than 36 feet (10 973 mm) in width parallel to the joist span or truss, not greater than two stories in height with each story not greater than 10 feet (3048 mm) high, and roof slopes not smaller than 3:12 (25-percent slope) or greater than 12:12 (100-percent slope). Truss roof framing constructed in accordance with the provisions of this section shall be limited to sites subjected to a maximum design wind speed of 110 miles per hour (49 m/s), Exposure A, B or C, and a maximum ground snow load of 70 psf (3352 Pa). Roof snow load is to be computed as: 0.7 Pg .
Trusses shall be braced to prevent rotation and provide lateral stability in accordance with the requirements specified in the construction documents for the building and on the individual truss design drawings. In the absence of specific bracing requirements, trusses shall be braced in accordance with the Building Component Safety Information (BCSI 1-03) Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.
Truss members shall not be cut, notched, drilled, spliced or otherwise altered in any way without the approval of a registered design professional. Alterations resulting in the addition of load (e.g., HVAC equipment, water heater) that exceeds the design load for the truss shall not be permitted without verification that the truss is capable of supporting such additional loading.
The minimum required uplift force connectors shall be provided as specified by the roof truss design drawings for the roof truss to wall connection. Connectors shall be installed in accordance with the manufacturer’s specifications.
Where there are two or more adjacent trusses with the same web configuration, the bottom chords of the trusses shall be designed to support a minimum live load of 20 psf (958 Pa) in attics which are not served by a fixed stair. The design live load shall be applied to portions of the bottom chord that are capable of containing a rectangle 42 inches (1067 mm) high by 2 feet (610 mm) wide, or greater, located within the plane of the truss. The rectangle shall fit between the top of the bottom chord and the bottom of any other truss member, provided that each of the following criteria is met:
1. The attic area is accessible by a pull-down stairway or framed opening in accordance with Section R807.1; and
2. The truss shall have a bottom chord pitch less than 2:12.

The bottom chords of trusses in attic spaces served by a fixed stair shall be designed to support the minimum live load as for sleeping rooms, in accordance with Table R301.5.
Bottom chords of trusses not meeting the criteria for attics with storage per Section R802.10.6 shall be designed for a minimum live load of 10 psf (479 Pa) uniformly distributed over the entire span. This live load shall not be required to be applied concurrently with other live loads.


TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCESa, b, c, e, f (Pounds per connection)


BASIC WIND SPEED (mph)
(3-second gust)
ROOF SPAN (feet) OVERHANGSd
(pounds/foot)
12 20 24 28 32 36 40
85 -72 -120 -145 -169 -193 -217 -241 -38.55
90 -91 -151 -181 -212 -242 -272 -302 -43.22
100 -131 -218 -262 -305 -349 -393 -436 -53.36
110 -175 -292 -351 -409 -467 -526 -584 -64.56


For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 mph = 0.447 m/s, 1 pound/foot = 14.5939 N/m, 1 pound = 0.454 kg.

a. The uplift connection requirements are based on a 30 foot mean roof height located in Exposure B. For Exposures C and D and for other mean roof heights, multiply the above loads by the Adjustment Coefficients in Table R301.2(3).

b. The uplift connection requirements are based on the framing being spaced 24 inches on center. Multiply by 0.67 for framing spaced 16 inches on center and multiply by 0.5 for framing spaced 12 inches on center.

c. The uplift connection requirements include an allowance for 10 pounds of dead load.

d. The uplift connection requirements do not account for the effects of overhangs. The magnitude of the above loads shall be increased by adding the overhang loads found in the table. The overhang loads are also based on framing spaced 24 inches on center. The overhang loads given shall be multiplied by the overhang projection and added to the roof uplift value in the table.

e. The uplift connection requirements are based on wind loading on end zones as defined in Figure 6-2 of ASCE 7. Connection loads for connections located a distance of 20% of the least horizontal dimension of the building from the corner of the building are permitted to be reduced by multiplying the table connection value by 0.7 and multiplying the overhang load by 0.8.

f. For wall-to-wall and wall-to-foundation connections, the capacity of the uplift connector is permitted to be reduced by 100 pounds for each full wall above. (For example, if a 600-pound rated connector is used on the roof framing, a 500-pound rated connector is permitted at the next floor level down). facturer, the uplift value of the truss manufacturer shall apply.

A continuous load path shall be designed to transmit the uplift forces from the rafter or truss ties to the foundation.
Roof assemblies which are subject to wind uplift pressures of 20 pounds per square foot (960 Pa) or greater shall have roof rafters or trusses attached to their supporting wall assemblies by connections capable of providing the resistance required in Table R802.11. Wind uplift pressures shall be determined using an effective wind area of 100 square feet (9.3 m 2 ) and Zone 1 in Table R301.2(2), as adjusted for height and exposure per Table R301.2(3). For roof trusses, where differences occur between the uplift value specified by Table R802.11 and the uplift value specified by the truss manu-

SECTION R803 ROOF SHEATHING


R803.1 Lumber sheathing.
Allowable spans for lumber used as roof sheathing shall conform to Table R803.1. Spaced lumber sheathing for wood shingle and shake roofing shall conform to the requirements of Sections R905.7 and R905.8. Spaced lumber sheathing is not allowed in Seismic Design Category D 2 .

TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING


RAFTER OR BEAM SPACING (inches) MINIMUM NET THICKNESS (inches)
24 5/8
48a 11/2 T & G
60b
72c


For SI: 1 inch = 25.4 mm.

a. Minimum 270 Fb, 340,000 E.

b. Minimum 420 Fb, 660,000 E.

c. Minimum 600 Fb, 1,150,000 E.

R803.2 Wood structural panel sheathing.


R803.2.1 Identification and grade.
Wood structural panels shall conform to DOC PS 1, DOC PS 2 or, when manufactured in Canada, CSA 0437, and shall be identified by a grade mark or certificate of inspection issued by an approved agency. Wood structural panels shall comply with the grades specified in Table R503.2.1.1(1).

R803.2.1.1 Exposure durability.
All wood structural panels, when designed to be permanently exposed in outdoor applications, shall be of an exterior exposure durability. Wood structural panel roof sheathing exposed to the underside may be of interior type bonded with exterior glue, identified as Exposure 1.

R803.2.1.2 Fire-retardant-treated plywood.
The allowable unit stresses for fire-retardant-treated plywood, including fastener values, shall be developed from an approved method of investigation that considers the effects of anticipated temperature and humidity to which the fire-retardant-treated plywood will be subjected, the type of treatment and redrying process. The fire-retardant-treated plywood shall be graded by an approved agency.

R803.2.2 Allowable spans.
The maximum allowable spans for wood structural panel roof sheathing shall not exceed the values set forth in Table R503.2.1.1(1), or APA E30.

R803.2.3 Installation.
Wood structural panel used as roof sheathing shall be installed with joints staggered or not staggered in accordance with Table R602.3(1), or APA E30 for wood roof framing or with Table R804.3 for steel roof framing.
Elements shall be straight and free of any defects that would significantly affect their structural performance. Cold-formed steel roof framing members shall comply with the requirements of this section.
The provisions of this section shall control the construction of steel roof framing for buildings not greater than 60 feet (18 288 mm) perpendicular to the joist, rafter or truss span, not greater than 40 feet (12 192 mm) in width parallel to the joist span or truss, not greater than two stories in height and roof slopes not smaller than 3:12 (25-percent slope) or greater than 12:12 (100 percent slope). Steel roof framing constructed in accordance with the provisions of this section shall be limited to sites subjected to a maximum design wind speed of 110 miles per hour (49 m/s), Exposure A, B, or C, and a maximum ground snow load of 70 pounds per square foot (3350 Pa).
Steel roof framing constructed in accordance with Section R804 shall be located directly in line with load-bearing studs below with a maximum tolerance of 3 /4 inch (19 mm) between the centerline of the stud and the roof joist/rafter.
The design, quality assurance, installation and testing of cold-formed steel trusses shall be in accordance with the AISI Standard for Cold-formed Steel Framing-Truss Design (COFS/Truss). Truss members shall not be notched, cut or altered in any manner without an approved design.
Load-bearing steel roof framing members shall comply with Figure R804.2(1) and with the dimensional and minimum thickness requirements specified in Tables R804.2(1) and R804.2(2). Tracks shall comply with Figure R804.2(2) and shall have a minimum flange width of 11/4 inches (32 mm). The maximum inside bend radius for load-bearing members shall be the greater of 3/32 inch (2.4 mm) or twice the uncoated steel thickness. Holes in roof framing members shall comply with all of the following conditions:

1. Holes shall conform to Figure R804.2(3);
2. Holes shall be permitted only along the centerline of the web of the framing member;
3. Holes shall have a center-to-center spacing of not less than 24 inches (610 mm);
4. Holes shall have a width not greater than 0.5 times the member depth, or 21/2 inches (64 mm);
5. Holes shall have a length not exceeding 41/2 inches (114 mm); and
6. Holes shall have a minimum distance between the edge of the bearing surface and the edge of the hole of not less than 10 inches (254 mm).

Framing members with web holes not conforming to these requirements shall be patched in accordance with Section R804.3.6 or designed in accordance with accepted engineering practices.

TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES


NOMINAL
MEMBER SIZE
MEMBER DESIGNATIONa
WEB DEPTH (inches) MINIMUM FLANGE WIDTH (inches) MAXIMUM FLANGE WIDTH (inches) MINIMUM LIP SIZE (inches)
350S162-t 3.5 1.625 2 0.5
550S162-t 5.5 1.625 2 0.5
800S162-t 8 1.625 2 0.5
1000S162-t 10 1.625 2 0.5
1200S162-t 12 1.625 2 0.5


For SI: 1 inch = 25.4 mm.

a. The member designation is defined by the first number representing the member depth in hundredths of an inch, the letter "s" representing a stud or joist member, the second number representing the flange width in hundredths of an inch, and the letter "t" shall be a number representing the minimum base metal thickness in mils [see Table R804.2(2)].

TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS


DESIGNATION (mils) MINIMUM UNCOATED THICKNESS (inches) REFERENCED GAGE NUMBER
33 0.033 20
43 0.043 18
54 0.054 16
68 0.068 14


For SI: 1 inch = 25.4 mm, 1 mil = 0.0254 mm.





FIGURE R804.2(1) C-SECTION





FIGURE R804.2(2) TRACK SECTION






For SI: 1 inch = 25.4 mm

FIGURE R804.2(3) WEB HOLES
Load-bearing steel framing members shall be cold-formed to shape from structural quality sheet steel complying with the requirements of one of the following:
1. ASTM A 653: Grades 33, 37, 40 and 50 (Class 1 and 3).
2. ASTM A 792: Grades 33, 37, 40 and 50A.
3. ASTM A 875: Grades 33, 37, 40 and 50 (Class 1 and 3).
4. ASTM A 1003: Grades 33, 37, 40 and 50.
Load-bearing steel framing members shall have a legible label, stencil, stamp or embossment with the following information as a minimum:
1. Manufacturer’s identification.
2. Minimum uncoated steel thickness in inches (mm).
3. Minimum coating designation.
4. Minimum yield strength, in kips per square inch (ksi).
Load-bearing steel framing shall have a metallic coating complying with one of the following:
1. A minimum of G 60 in accordance with ASTM A 653.
2. A minimum of AZ 50 in accordance with ASTM A 792.
3. A minimum of GF 60 in accordance with ASTM A 875.
Screws for steel-tosteel connections shall be installed with a minimum edge distance and center-to-center spacing of 1 / 2 inch (13 mm), shall be self-drilling tapping, and shall conform to SAE J78. Structural sheathing shall be attached to roof rafters with minimum No. 8 self-drilling tapping screws that conform to SAE J78. Screws for attaching structural sheathing to steel roof framing shall have a minimum head diameter of 0.292 inch (7.4 mm) with countersunk heads and shall be installed with a minimum edge distance of 3 /8 inch (10 mm). Gypsum board ceilings shall be attached to steel joists with minimum No. 6 screws conforming to ASTM C 954 and shall be installed in accordance with Section R805. For all connections, screws shall extend through the steel a minimum of three exposed threads. All self-drilling tapping screws conforming to SAE J78 shall have a minimum Type II coating in accordance with ASTM B 633.

Where No. 8 screws are specified in a steel-to-steel connection, reduction of the required number of screws in the connection is permitted in accordance with the reduction factors in Table R804.2.4 when larger screws are used or when one of the sheets of steel being connected is thicker that 33 mils (0.84 mm). When applying the reduction factor, the resulting number of screws shall be rounded up.

TABLE R804.2.4 SCREW SUBSTITUTION FACTOR


SCREW SIZE THINNEST CONNECTED STEEL SHEET (mils)
33 43
#8 1.0 0.67
#10 0.93 0.62
#12 0.86 0.56


For SI: 1 mil = 0.0254 mm.
Steel roof systems constructed in accordance with the provisions of this section shall consist of both ceiling joists and rafters in accordance with Figure R804.3 and fastened in accordance with Table R804.3.





For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mil = 0.0254 mm.

FIGURE R804.3 STEEL ROOF CONSTRUCTION


TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa,b


DESCRIPTION OF BUILDING ELEMENTS NUMBER AND SIZE OF FASTENERS SPACING OF FASTENERS
Ceiling joist to top track of load-bearing wall 2 No. 10 screws Each joist
Roof sheathing (oriented strand board or plywood) to rafters No. 8 screws 6" o.c. on edges and 12" o.c. at interior supports. 6" o.c. at gable end truss
Truss to bearing walla 2 No. 10 screws Each truss
Gable end truss to endwall top track No. 10 screws 12" o.c.
Rafter to ceiling joist Minimum No. 10 screws, per Table R804.3.1 Evenly spaced, not less than 1/2" from all edges.


For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm,

1 pound per square foot = 0.0479 kPa, 1 mil = 0.0254 mm.

a. Screws shall be applied through the flanges of the truss or ceiling joist or a 54 mil clip angle shall be used with two No. 10 screws in each leg. See Section R804.4 for additional requirements to resist uplift forces.

b. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters. Blocking of roof sheathing panel edges perpendicular to the framing members shall not be required except at the intersection of adjacent roof planes. Roof perimeter shall be supported by framing members or cold-formed blocking of the same depth and gage as the floor members.
The clear span of cold-formed steel ceiling joists shall not exceed the limits set forth in Tables R804.3.1(1) through R804.3.1(8). Ceiling joists shall have a minimum bearing length of 1.5 inches (38 mm) and shall be connected to rafters (heel joint) in accordance with Figure R804.3.1(1) and Table R804.3.1. When continuous joists are framed across interior bearing