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ceveHnL r�o'rr•.s <br />THF, Df;SIG�I IS IC] ACCORDANCE [JITH TNE 19F35 U.B.C. CONCRET6 <br />DESIGN I3ASED ON F'C EQUAL TO 2000 PSI. THE DRAt•IINGS ARE FOR <br />FOUNDATIONS 0:4LY AND ARE E3ASED ON FRAi1ING PLANS BY OTHERS. <br />NOTI['Y TIIG GidGID]GF.R OF ANY CHAi7GES PRIOR 'I'0 PLACING PILES. <br />CONTPACTOF SHALL VERIPY ALL DIi•1F..NSIONS PRIOR TO CO�1P1E[JCIi4G <br />WORK. <br />LIV� LOADS: ROOF 25 PSF <br />SUPPORTED FLOORS 40 PSF <br />2. PILING: ALLO�aABLE PILE CAPACITY ASSUMED 10 TOD1S <br />(FRICTION). ALL PILES SHALL BE CAST IN SUCH A PIANNER TO <br />INSURE P. FULL SIZED SHAFT FREF. FROht ANY FOREIGN MATTER. <br />F.XTEND SHAFT A t4INIP1Ut4 OF 3 FEGT [9ITHOUT LINER OR TUBE <br />INTO UP]DISTURBED GLACIAL SOIL. FINAL LENGTH SHALL BE <br />ESTABLISIIED AT TIME OF INSTALLATION BY SOIL GNGINEER.� <br />3��� <br />3. CONCRETE: F'C EQUAL TO 2500 PSI, SHALL HAVE A t•fINIMU��i GE' <br />5 1/2 SACKS OF PORTLAND CEMENT PER CUBIC YARD AND A <br />MAXIt1UM OF 6 3/4 GALLUI4S OF WATER PER SACK OF CEMEtdT.� <br />CONCRETC COVCR ON RGINFORCING STEEL: <br />CnST 11G/�iNST EARTH 3" <br />EXPOSED TO EARTH OR [9F.ATHER 1 1/2" <br />NOT EXPOSED TO EARTH OR P7GATHER 3/4" <br />REINFORCING STEEL: SHALL CONFORi•1 TO A.STP1 615, GRADE 9Q. <br />LAP REINFORCING 30 DIAPIGTEP,S AT SPLICES, AND CORC7ER5, 1'-6" <br />DIINI�IU�4. <br />C•ITY OF EVERcTT WILLIAM 5. ARNETT. P.E. <br />APPROVED FOR C�E„T� r Gt� �J`+� <br />BU'!CDING PERMIT 3—� ��C � Da2: �' �— /L��I <br />Date �m — � " ` `��11hTT�` �- 3 <br />By �.: �T—C�n:._._---P. / <br />