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Materials and Design Service




Permanent Wood Foundation Wood Basement Floor System and Concrete Floor.

Concrete slab basement floors shall be designed in accordance with requirements of the building code having jurisdiction, but shall be not less than 3 inches in thickness.  Concrete floor must be up on basement wall studs 1" min. 
Wood basement floors shall be designed to withstand axial forces and bending moments resulting from lateral soil pressure at the base of the exterior foundation walls and floor live and dead loads.
R1 = inward reaction at base of wall, pounds per linear foot of wall.
SYP #2 Studs = Design value for compression perpendicular to grain (bearing) psi.

R1 is the load at the bottom of the wall, R1 shall be resisted by providing adequate bearing area of the stud on the concrete or wood floor system.  

Table 1.

For 8'- 0" Wall Height.
(92 1/4" Stud Size)

SYP #2 Concrete and Wood Floors - Wall Bearing Against Floor System (R1 Reaction)
35 lbs.
equivalent
fluid weigh
of soil
for 8'-0" walls
Backfill
(in")
6" o.c.
Studs
8" o.c.
Studs
12" o.c.
Studs
16" o.c.
Studs
24"" o.c.
Studs
R1
Reaction 
36 .12" .16" .24 .32" .48" 137
42 .16" .21" .32" .42" .64" 183
48 .20" .27" .41" .54" .82" 233
54 .25" .33" .50" .67 1.01" 287
60 .30" .40" .60" .81" 1.21" 346
66 .35" .47" .71" .95" 1.43" 408
72 .41" .55" .83" 1.10" 1.66" 472
78 .47" .63" .94" 1.26" 1.89" 539
84 .53" .71" 1.06" 1.42" 2.13" 607
90 .59" .79" 1.19" 1.58" 2.38" 676

Table 2.

For 9'- 0" Wall Height.
(103 1/2" Stud Size)

 

SYP #2 Concrete and Wood Floors - Wall Bearing Against Floor System (R1 Reaction)
35 lbs.
equivalent
fluid weigh
of soil
for 9'-0" walls
Backfill
(in")
6" o.c.
Studs
8" o.c.
Studs
12" o.c.
Studs
16" o.c.
Studs
24"" o.c.
Studs
R1
Reaction 
36 .12" .16" .24 .32" .49" 140
42 .16" .21" .32" .43" .65" 186
48 .21" .28" .42" .56" .84" 238
54 .26" .34" .52" .69" 1.04" 295
60 .31" .41" .62" .83" 1.25" 356
66 .37" .49" .74" .98" 1.48" 421
72 .43" .57" .86" 1.15" 1.72" 490
78 .49" .65" .98" 1.31" 1.97" 561
84 .55" .74" 1.11" 1.49" 2.23" 635
90 .62" .83" 1.25" 1.66" 2.50" 710

Table 3.

For 10'- 0" Wall Height.
(115 1/2" Stud Size)

 

SYP #2 Concrete and Wood Floors - Wall Bearing Against Floor System (R1 Reaction)
35 lbs.
equivalent
fluid weigh
of soil
for 10'-0" walls
Backfill
(in")
6" o.c.
Studs
8" o.c.
Studs
12" o.c.
Studs
16" o.c.
Studs
24"" o.c.
Studs
R1
Reaction 
36 .12" .16" .24 .33" .49" 141
42 .16" .22" .33" .44" .66" 189
48 .21" .28" .42" .56" .85" 242
54 .26" .35" .53" .70 1.06" 301
60 .32" .42" .64" .85" 1.28" 364
66 .38" .50" .76" 1.01" 1.52" 432
72 .44" .59" .88" 1.18" 1.77" 504
78 .50" .67" 1.01" 1.35" 2.03" 579
84 .57" .77" 1.15" 1.54" 2.31" 657
90 .65" .86" 1.30" 1.73" 2.60" 738

 

 

Note: Panel foundations can be site built or made in a shop. When made so it cover up items that need inspection by the Building Inspector. Third Party Inspection may be required. (inspect for grade stamps, treatment stamps, stud spacing, insulation, nailing, dip of saw cuts, plywood requirments are some of the item that a third party inspection will note.

All Panel Wood Foundations must be designed and installed in accordance with:
All current Building Codes Standards

While wood foundations are easy to build, this is only true if one is building from an accurate well designed plan. When such a plan is incorrect, or if something is left out of the plan or absent, or if a design is made using a guide manual (these are not design manuals); major mistakes can be made during the construction process. These errors cause problems for the owner, builder, and the building department.


Woodbasement.com a service of Permanent Wood Foundation System (PWF), supported by Southern Pine lumber users affiliated with the training and installation of wood foundations.
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