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JEFFERSO
BUILEii.,iG PLAN
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Before making changes or
to the approved plans you must
MAR 0 5 20,9
REVIEWED FOR
CODE COMPLIANCEcontact the Bldg Dept 360-37 9-4450.
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R403.13.1 Concrete stem walls with concrett foot'
ings. I" Seismic Design Categories Do, D, and D, where
a construction joint is created between a concrete foot-
ing and a concrete stem wall, a minimum of one No. 4
vertical bar shall be installed at not more than 4 feet
(1219 mm) on center. The vertical bar shall have a stan-
dard hook and extend to the bottom of the footing and
shall have support and cover as specified in Section
R403.1.3.5.3 and extend a minimum of l4 inches (357
mm) into the stem wall. Standard hooks shall comply
with Section R608.5.4.5. A minimum of one No. 4 hor-
iznntalbar shall be installed within 12 inches (305 mm)
of the top of the stem wall and one No. 4 horizontal bar
shall be located 3 to 4 inches (76 mm to 102 mm) from
the bottom of the footing.
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