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5-- P CCAST PANELS BY OTHERS
ARE DESIGNED TO SUFF70RT AN
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6 - FOR 5AR IER SAFETY CAELE
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SOIL, 6-TATEMENT :
FOJNDA T ION SY5 i �M CON515 T 5 OF SPREAD
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F OOT iNGS HAVE BEEN DESIGNED FOR AN ALL01-1ABLE
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GEOTECHNICAL RETORT BY ARDAMAN 4A55OC1ATE5 INC.
No. 95-3611.
DATED F 75RJARY 11, !o'H. GEO i=CHNI[CA-' ENSCHEER
5HALL (NSPcCT FOUNDATION AND SLA5 SOIL
AND CERTIFY SOIL CAPACITY AND COMPACT ION,
ALL LOAD -.� ARNG CON :r2.--,TE MA$0iN`.Y UNIT 5 (GMU)
SHALL CON�GR' TG ASTM C 90 `STANDARD SPE-C1FiCATiONS
FOR FOLLOW LOAD BEARINS CONCRE TE MAe0N;PY UNiT5,
WITµ A NET AREA 11-0`!P.RE551VE 5 T RENGTH OF MASONRY
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ENGINEERING, (i V �.
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HECTOR DE LOS RF-YcS, P.E.
OR'pA CERTIFICATE NO. 33?12, ES NO, E7C5
4S7C S.W. 72 AVE. SUITE 107. MiAAfl, FL 33'S5
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