HomeMy WebLinkAbout39450 SOUTH AVE (4) .
• 1. CONCRETE SHALL HAVE A MINIMUM YIELD 28 DAY COMPRESSIVE
STRENGTH OF 2,500 PSI.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING
TO SPECIFICATION ASTM A615, GRADE 60.
� 3. PORTLAND CEMENT SHALL CONFORM TO SPECIFICATION ASTM
C150, TYPE 1.
4. THE COARSE AND FINE AGGREGATES SHALL CONFORM TO
SPECIFICATIQN ASTM C33.
(2) 3/4"� ANCH. BOLTS
, (ASTM A36 OR A307)
T/ASPHALT & FTG.
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9—�5 x 4'-6" E.W. BOT.
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(x 5'-0")
� TYPICAL COLUMN FOOTING
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SCA� 3 4'=1'-0' on� LaCnnaN OF JaB AIRCRAFT'HANGER f0011NG DESIGN
DRAWN BY TM 6 12 98 ZEPHYRHILLS FL ZEPHIRHILLS MUNICIPAL AIRPORT
McCARTHY ENGINEERING, INC.
CHECKED BY WJM 6 �2 gg M�RK �RI�GES
S7RUCNfthI CONSULTAN75 LAKELAN�,FLORIDA
CNECKED BY PROJECT N0.
' 98048 UWG.NO S-1 REV. p
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