Page 158 - TCDB combined Book

134 The Complete DESIGN BUILDER

Building Design:

100.0 ft. 4@ 25.0 ft. NOTES:
WF2 WF2 WF2 WF2

1. Soil Bearing Capacity
F1 F2 F2 F2 F1
WF1 P1 P2 P2 P2 P1 WF2 @ 5.0 ft. below existing grade is
assumed to be 3000 psf

2. Pier minimum size governed

F3 F3 by base plate dimensions and
F4
P3 P3 number of anchor bolts.
P4
WF1 WF2

LEGEND:

F/P - column footing/pier
F3 F4 F3
P3 P4 P3
WF2 WF - wall footing
WF1

C - column footing/pier

150.0 ft.

F3 F3 6@25
F4
P3 P3
WF1 P4 WF2
floor slab
grade

pier
wall
F3 F3 pier
F4
P3 P3
WF1 P4 WF2

wall ftg. bearing
surface

F3 F3 Foundation Detail
P3 F4 P3
P4
WF1 WF2
F1 F5
P1 C1 F5 P5 F5 C2 floor slab
P5 P5

WF1 WF1
F1 pier pier
P1
WF1 WF1

C5 bearing
C3 50.0 ft
surface
C4 C6 C7 2@25

WF1 WF1 Interior Pier/Footing.

C8 C9 C10 C11

ACME MANUFACTURING
WF1 WF1 WF1

7o.o ft. 3@ 23.33 ft. Foundation