HomeMy WebLinkAboutCT 81-37; ARTHUR ANDERSON; Planning Commission06 A
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Plan I Tiew
H L F P D*
WALL NO. OF 6" MAX. SPAN SQ. DIM. VERT. DEPTH
HEIGHT COURSES PIL. TO PIL. PIL. FOOTING REINFORC. DRILLED PIER
4-0" 8 16'-0" 2'- 10" 1-#4 3'-O"
5'-0" 10 lo'-O" 3'-2" 1-#5 3'-6"
a/-U', 12 16'-0" 3'-6" 244 4'-0"
1. These specifications are calculated for block meeting ASTM C-90 Grade N.
2. Block shall have full mortar coverage of face shells in both vertical and horizontal joints.
3. Grout all cells solid where vertical reinforcing steel occurs.
*4 Alternate pilaster footing using 24" pier to depth D. See detail on back page.