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STRUCTURAL NOTES <br /> CODE: <br /> DESIGN IS IN ACCORDANC[ W'ITH TFIC- 2009 INTERNATIONAL DUILDING CODE AS <br /> AMENDGD DY THE LOCAL BUILDNG DEPARTYI[NT. <br /> LIVE LOADS: <br /> r�oor ------------------?s �sr <br /> FLOOR ----------------40 PSF <br /> FOUti DATIONS: <br /> L\TEND FOO"TINGS TO fIRM UNDISTURBBD SOIL, ASSUMED BEARING CAPACITY' <br /> Of 2000 PSP. ALL GXTERIOR FOOTINGS SHALL F.XTLhD A MINIMUM OP I'-6" <br /> BELOW ADJACBNT EXTERIOR FINISHED GRADE. <br /> CAST-Iti-PLACE COYCRETE: <br /> F'c = 2500 PSI �ii 28 DAl'S. MINIM1tUM 5-I/2 SACI<S OF CEMENT P[R CUDIC YARD OF <br /> CONCRGTG AND A MAXItitUM O� 6-3i4 GALLONS OF Vl%ATER PER 94i1 SACk OF <br /> CG�tENT. NO SPECIAL INSPLC'i'ION REQUIR6D. MAXIMUM SI7_ED AGGREGATE IS <br /> I-I/2 INCFIES. MA`CIh1UM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING <br /> TO THE- CONCRETE CONSTRUCTIUN SHALL CONFORM TO THE BUfLDfNG CODE <br /> REQUIREMGNTS fOR RC-INFORC[D CONCRETC• . ALL REINPORCING STEEL <br /> DOWGLS, ANCHOR DOLTS AND OTHE[c INSERTS SfiALL BE SECURED IN POSITION <br /> PRIOR TO POURING CONCRGTE. A\CHOR E30LT5 �OR PRESSURE TREATED SILL <br /> PLATGS TO FOUNnATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH <br /> MINIMUM EMI3LDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON <br /> CC•NT[R. MINI�tUM ? DOLTS PER SILL PLATE PIECG ONE BOLT TO BE PLACED <br /> WIThiIN 6 INCHES OP EACH END OF TH8 SILL PLATE DIPPED GALVANIZED <br /> CONNECTORS SF{ALL CONPORM TO ASTM STANDARD 153 AND HOT DIPPED <br /> GALVANIZED CONNECTORS SHALL CONFORht TO ASTM AG53, CLASS G-185. <br /> STAINLGSS STEEL FASTENERS AND CONNECTORS SHALL DE TYPE 304 OR 316. <br /> SItiIPSON PRODUCT FINISHES CORRESPONDING T'O TF{ESE REQUIREMENTS ARE <br /> 7_�1:\`i (I IOT DIPP[D GALVANIZED) AND SST 300(STAINLESS STEEL). <br /> STRI'CTUK:IL TI�II3ER: <br /> AI_L GRr1DGS SIir1LL CONPOR�1 TO �L'WPA GRADING RULES FOR w'ESTERN <br /> LU;�ID[R. LAT6ST L'•DITION. PROVIDL CUT WASHERS UNDER ALL NUTS AND <br /> {30LTS d[ARING AGAINST �1'OOD. ALL WOOD fN CONTACT WITH CONCRETE <br /> SI I:�LL DG PRGSSURG TREAT[D PER PRGSERVATIVG TREAT�iLNT NOTC-. ALL <br /> S"�RUCTUR.4L LUM1tE3GR SIIALL BG NOT[D E3EL014': <br /> ( OLl i�IVS IIl:�t-PIR �_'----Fh = 9>0 PSI <br /> ��2 <br />