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� _ . Z`�j S r0 v-n�w-�o�� <br /> � � <br /> i <br /> . <br /> GEiV�ERAL STRUCTURAL NOTES - _ . <br /> DESIGN DATA <br /> STRESSES: <br /> FC = 4000 PSI COMPRESSNE STRENG`�-i AT 28 DAYS —SLABS <br /> 4% - 6% AIR ENTR.AINIVIENT; 4 -6 SLUt� <br /> FC = 3000 PSI - COMPRESSIVE STRENGTH AT 28 DAYS - <br /> ALL OTHER CONCRETE <br /> FY= 60000 PSI - REINFORCING STEEL -ASTM A615 <br /> GRADE 60 <br /> 20 TON WORKING STEEL PILE <br /> LOADINGS <br /> ROOF SNOW=40 PSF (BASIC) <br /> GARAGE FLOOR= 50 PSF <br /> CODES <br /> ALL CODES TO BE LATEST EDITION OR REVISION CONCRETE - <br /> CONCRETE - AMERICAI�1 CONCRETE INSTITUTE (ACI) BUILDIivG CODE <br /> BU`ILDNG CODE - STATE OF i�LINiv"ESOTA <br /> SITE WORK <br /> ALL SITE WORK TO BE PERFORMED IN ACCORDANCE WITH ADVANCE <br /> SURVEYING P�ND ENGINEERING DATED O�'TOBER 24, 1997. <br /> FOU'1YDA'�ION WAI,LS <br /> ADEQUATELY SUPPORT ALL FOUNDATION ALLS BEFORE AND DURING <br /> BACK FILLING AlvD COIv1PACTION OPERATIONS. TEMPOR.ARY BRACING <br /> SHALL NOT BE REMOVED UNTIL ALL SUPPORT SLABS, BEAiv�S, STRUTS, <br /> ETC., HAVE BEEN PLACED. <br /> i HEREBY CERTIFY 7HAT THIS PLAN, SPEC(FlCATION, OR <br /> REPORT WAS PREPARED 8Y hAE OR UNDER MY DIRECT <br /> SUPERVISION ANO THAT I A�A A OULY REGiSTERED <br /> PROFESSIONAL ENGINE�R UNOER THE LAWS OF THE <br /> STATE OF MINNES�TA <br /> oA� Ec �. 212 <br /> �, �����= r <br /> S-1, -2, S-3 dc S-4, S-5, S DATED 11/3/97 � ��1.,��� M�1[ <br /> C0""'�0" N0- J. H. Dahlmeier <br /> RESIDENCE 9722s <br /> `405 DUNW�ODY �� � Engineering Inc. S - 1 <br /> JHD <br /> ❑RON�, MN qiEq�p � 2434 Commerce Boulevard 612-472-4746 11/3/97 <br /> JHD Mound, MN 55364 Fax 612-472-4761 <br />