POST a QUESTION or READ FAQs about the proper spacing for wood framed buildings: what is the proper spacing for wall studs, rafters, floor joists, ceiling joists for common framing member sizes or dimensions. Framing tables for wood construction.
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Wood framing spacing for rafters & joists:
Details about how a building is framed can give the building's age and history. This article gives details about the standard or traditional size and spacing of wood framing members in residential construction. By taking a look at the actual dimensions of framing lumber as well as its spacing you can often determine the age of a building or of its various parts.
We also provide a MASTER INDEX to this topic, or you can try the page top or bottom SEARCH BOX as a quick way to find information you need.
Wood Framing Spacing & Framing Member Actual Dimensions can indicate building age
What are the actual sizes of dimensioned lumber studs, rafters, and joists?
In North America, up to about 1930 it was common for dimensional lumber to be full-sized - a 2x4 was really 2" x 4" in cross section. Modern wood framing wall studs 2x4's (a modern dimensional lumber "two by four" is actually 1.5" thick by 3.5" wide) and larger members (x" deep by 1.5" thick).
Common Spacing Intervals for Dimensioned Lumber Framing Studs, Joists, Rafters
Here are some common intervals or spacings used in frame construction in North America.
non-standard wood framing spacings, typically in post and beam or hewn beam frame construction
14" spaced wooden stud framing - early balloon framing
24" spaced wood stud and wood rafter framing, based on a 24" module - all framing, wall studs, floor joists, roof rafters are spaced 24 inches on center. See Arkansas framing above. 24" spacing is also often found between modern roof trusses.
16" spaced wooden wall stud and wooden roof rafter or wood roof joist framing
Log framing and both modern and antique log construction are discussed at Log Home Guide.
Antique and modern trusses are distinguished and modern laminated beams and I-truss beams and wood joists are discussed.
Keep in mind that even when we can identify specific types of building materials and building methods, precise dating of
the time of construction of a building remains difficult: old building materials were often re-used, so beams, siding, and other
components may appear in a building built later than when the materials were first made.
Also, in the U.S. various
states had machines for making cut nails, screws, and sawmills at different times. For example, New York State was industrialized
earlier than some western or southern states, so machine-made nails appear earlier in New York than elsewhere.
History of U.S. Lumber Standards Since 1900
Below, quoting a US FPL article & courtesy John McDaniel and Paul DeBaggis is a historical document published by the Forest Products Laboratory report entitled "History of Yard Lumber Sizes Standards". Mr. DeBaggis points out that The first national U.S. lumber standard was composed in 1924. Apparently from nearly from the beginning, 4 inches was not quite 4 inches when citing lumber dimensions.
Prior to 1970 the size of a 2x4 was 1-5/8 x 3-5/8 and a 2x8 was 1-5/8 x 7-1/2 regardless of the moisture content.
The sizes of standard dimensional lumber changed in 1970 when separate size standards for dry and green lumber, under nominal 5-inch thickness were established.
In 1970 the minimum dressed size was related to moisture content and this lead to a dry (19% MC or less) 2x4 being 1-1/2 x 3-1/2 and a 2x8 being 1-1/2 x7-1/4; a green (over 19% MC) 2x4 being 1-9/16 x 3-9/16 and a 2x8 being 1-9/16 x 7-1/2.
Prior to 1970 the lumber standard was called Simplified Practice Recommendation R 16 and after 1970 the lumber standard was called Voluntary Product Standard 20 (PS 20). This history of the lumber standard can be found in Appendix D of that document. The history of U.S. lumber standards is summarized below.
Early in 1922 Secretary of Commerce Herbert Hoover, responding to a request from the lumber industry, offered the cooperation of the Department in activities directed toward simplification, standardization, and development of adequate quality guarantees for the lumber consuming public. This cooperation led to the development and publication in 1924 of Simplified Practice Recommendation R 16 under the guidance of the Department's Division of Simplified Practices, which was to become a part of the National Bureau of Standards (now the National Institute of Standards and Technology).
The history of R 16's development and its subsequent revisions is summarized in editions issued, respectively, in 1924, 1925, 1926, 1929, 1939, and 1953.
R 16-53 was revised in 1969 and superseded by Voluntary Product Standard PS 20-70 American Softwood Lumber Standard. The significant provisions added to PS 20-70 were:
1) separate size standards for dry and green lumber, under
nominal 5-inch thickness, were established in order to achieve greater uniformity in the dimensions of seasoned and unseasoned lumber at the point of use;
2) an independent National Grading Rule Committee was created to
establish and maintain a national grading rule for dimension lumber conforming to PS 20;
3) an independent Board of Review was formed to assure uniform approval of grading rules and of agencies to grade under these rules, and to
enhance enforcement of the accreditation program ;
4) the composition of the American Lumber Standard Committee was expanded to reflect a broader representation of interests; and
5) uniform methods for assignment of design
values were accepted. Non-substantive changes were made to the Standard in 1985, 1991, 1992 , 1999 and 2005. The Standard was reviewed in 2009 to assure it reflected the needs of manufacturers, distributors and consumers."
Changing Wood Framing Span Tables & Modern Framing Lumber Strength
Our opinion is that modern dimensional lumber is not the same product as it was in 1833 or even 1940. Modern 2x lumber is produced from trees that have been developed to grow rapidly to a size at which they can be harvested. Rapid tree growth means wide-spaced growth rings which may mean softer, weaker wood than dense-grained first-cut timbers or lumber. That combined with the increasing number of knots (as 2x's are cut from ever smaller trees) means that the building frame must rely on additional materials (such as plywood or OSB sheathing) for a critical part of its strength.
Paul DeBaggis commented further at the start of 2014:
The southern pine industry has recognized (as you state in your work in "dimensional lumber") today's trees grow faster, and hence probably have lost some strength. Comprehensive testing has been done in southern yellow pine, and the southern pine bureau has announced a new set of spans. Unfortunately, it seems to me some politics is at work, because the ICC has reviewed the data and stated, in effect, since the matter is not an emergency it will have to wait for the 2015 code for adoption.
I am a huge fan of southern yellow, but if I were going to use it tomorrow, I would use the pine bureau's suggested spans rather than the current code.
Depending on the span and the size of the joist, the new numbers are between 4 to 24 inches less.
Don't know whether this is urgent to know, but it seems good to know.
- Mr. DeBaggis is a building inspector and certified building code official with special interest in the history of and standards for wood products and a contributor to InspectApedia.com [2a]
The Southern Forest Products Association (SFPA) current (2014) suggested lumber spans are found at http://www.southernpine.com/span-tables/ The SPB provides this disclaimer about these recommended joist and rafter tables, wood framing member size tables, and allowable load tables:
These easy-to-use tables were compiled by the Southern Forest Products Association (SFPA) as a service to design/build professionals and other Southern Pine users.
SFPA does not grade or test lumber, and accordingly, does not assign design values to Southern Pine lumber. The design values contained herein are based on the Southern Pine Inspection Bureau’s Standard Grading Rules for Southern Pine Lumber and modified as required by the American Wood Council’s National Design Specification® (NDS®) for Wood Construction. Accordingly, neither SFPA, nor its members, warrant that the design values on which the span tables for Southern Pine lumber contained herein are based are correct, and specifically disclaim any liability for injury or damage resulting from the use of such span tables.
The conditions under which lumber is used in construction may vary widely, as does the quality of workmanship. Neither SFPA, nor its members, have knowledge of the quality of materials, workmanship or construction methods used on any construction project and, accordingly, do not warrant the technical data, design or performance of the lumber in completed structures.
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Reader Question: how to deal with a floor joist that is arched upwards
I have a floor joist in our cottage I’m about to install a bathroom in. During the inspection and layout, we have one joist directly under where the tub will go which rises approximately ¾ to 1”. I look through several articles, but only find this brought up on roof trusses.
I am proposing to fix this by bolting a metal angle iron on the joist, then a 4x4 post on the bottom side, then connect the two using nuts and all-thread. After connection, tighten the system till the joist comes back in line with the other joist.
My alternative is to cut the joist from top, till near the bottom, then applying a sister joist on the side of the cut a minimal of 3’ on each side.
This joist is under the house, therefore have room to apply the 4x4 post on the bottom side.
Any input would be appreciated.
- J.D.B. 11/18/2013
The arched roof trusses you mentioned (TRUSS UPLIFT, ROOF) are a special case of arching that probably does not pertain to a bathroom floor - rather that arching is traced to temperature and moisture variations caused by burying the bottom chord of a roof truss in insulation. The result can be cracks at the ceiling/wall juncture.
You are describing an arched floor joist that occurred for a different reason, possibly simply that when the framer (quite correctly) placed the joists "arch up", one of them was particularly arched or curved.
The effort you describe to pull the arched floor joist down into position seems a bit more than necessary to me, and possibly risks some future arch-back that messes up the bathroom.
With the warning that I don't have a complete picture of the building, structure, age, condition of framing, cause of the "Rise" in one floor joist - all of which could change the recommendation, in general, if you simply have a single floor joist that happened to be more arched than its neighbors, and presuming we're talking about standard floor framing, 2x10s for example, I would not hesitate to simply chop off the arch with a power saw, getting back to a sufficiently level floor that when the subfloor is installed things will be flat and level.
IF the framing is sub-standard in dimension, for example some older homes used 2x8's or even 2x6's for floor framing, you may indeed want to add joists or sister joists.
IF you find that the joist arched because of some structural damage or problem, I'd look into that further before just making things nice and flat.
IF you are planning on a ceramic tile floor and the joists are smaller in depth you may want to add joists or sisters anyway - to be sure the floor doesn't flex - it depends of course also on the spans. In that event take a look at FLOOR FRAMING & SUBFLOOR for TILE and also FRAMING TABLES, SPANS (where the deck joist spans are typically required to have the same load-bearing properties as the interior building floors)
Question: how did they split lath by hand
(Nov 25, 2012) mike geditz said:
In the early days. How did that split lath by hand?
Reply: description of lath splitting
Lath splitting by hand was done on a workbench using a special draw-knife tool to split the lath strips. A tree was sawn into the lengths that we wanted for the lath strips. Then sections of the tree were split to about the thickness that we wanted for the ending width of the lath strips. Finally, seated at a workbench designed for the purpose, the worker braced the chunk of wood and used a draw knife pulled towards the chest to split off individual lath strips of the proper thickness and width.
Later of course lath strips were produced by power saws and were cut to a more uniform width and thickness as well as being delivered in longer lengths.
The worker sat on a bench or upturned log and using a hammer and a splitting too called a froe, lath was hand-split by driving the froe (or another suitable splitting tool at hand such as a wedge) vertically down into the end grain of a log or sawn timber length.
Question: how far apart are studs in walls?
(Mar 30, 2013) R Smith said:
Need to know how far appart studs are
In North America wall studs are traditionally framed 16" on center or in some newer construction using 2x6 wall studs, 24" on center. But of course older structures, particularly before 1900 will not necessary follow those standards nor will post and beam construction.
 "History of Yard Lumber Sizes Standards", U.S. Forest Products Laboratory
 Paul DeBaggis is a building inspector and certified building code official with special interest in the history of and standards for wood products. (The American Wood Standards Committee). Mr. DeBaggis has served in the Easton MA. Building Department since 2002 , has worked as a building trades instructor, and also writes about land use regulations, building regulations, and standards. He is a past president of Southeastern Mass. Building Officials and is currently writing a book on the Massachusetts building code. Email: firstname.lastname@example.org
[2a] Personal correspondence, Paul DeBaggis to Daniel Friedman 1/1/2014
 Personal correspondence, John McDaniel to Paul DeBaggis, 12/15/2013
Design of Wood Structures - ASD, Donald E. Breyer, Kenneth Fridley, Kelly Cobeen, David Pollock, McGraw Hill, 2003, ISBN-10: 0071379320, ISBN-13: 978-0071379328
This book is an update of a long-established text dating from at least 1988 (DJF); Quoting: This book is gives a good grasp of seismic design for wood structures. Many of the examples especially near the end are good practice for the California PE Special Seismic Exam design questions. It gives a good grasp of how seismic forces move through a building and how to calculate those forces at various locations.THE CLASSIC TEXT ON WOOD DESIGN UPDATED TO INCLUDE THE LATEST CODES AND DATA. Reflects the most recent provisions of the 2003 International Building Code and 2001 National Design Specification for Wood Construction. Continuing the sterling standard set by earlier editions, this indispensable reference clearly explains the best wood design techniques for the safe handling of gravity and lateral loads. Carefully revised and updated to include the new 2003 International Building Code, ASCE 7-02 Minimum Design Loads for Buildings and Other Structures, the 2001 National Design Specification for Wood Construction, and the most recent Allowable Stress Design.
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