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G E�l F. R A L i1 0 T � S <br />TH'r'. D!?SIGDI IS IT7 ACCORDAPICG tJITH TEIE 19F35 U.B.C. COi�CRETG <br />DESIGN BASED QN P'C 6QUAL TO �000 PSI• THE DRAf•IINGS ARE FOR <br />FOUNDATIONS C1NLY AND ARE BASED ON FRAi1ZNG PLANS BY OTHERS. <br />NOTI['Y TfIE EtdGID1EF.R OP ANY CHAi7GE5 PRIGR TO PLACING PILF.S. <br />COVTR.\CTOR SHALL VERICY ALL DI�tENSiONS PRIOR TO C0�4i9Ei4CI24G <br />A�OP.K . <br />LIVE LOADS: ROOF 25 PSF <br />SUPPORTGD FLOORS 40 PSF <br />PILING: ALL0�4ABLE PILE CAPACITY ASSUPIED 10 TONS <br />(�FICTION). ALL PILGS SHALL BF. CnS1' IN SUCH A PIANNER TO <br />INSORE A FULL SIZF•.D SHAFT FREE FROtd AfJY FOREIGP] MATTER. <br />F.XTEND SHAFT A tAINIDiUt4 OF 3 PEET WITHOUT LINER OR TUBE <br />INTO UNDISTURBED GLACIAL SOIL. FINAL LF,NGTH SHALL BE <br />ESTIIBLISHED AT TIt4F. OF INSTALLATION BY SOIL ENGINEER. <br />3. CONCRETE: F'C E�UAL TO 2500 PSI, SHALL FIAVE A i•1INIMUI•1 0[•' <br />5 1/2 SACKS OF PORTLAND CCMENT PER CUBIC YARD AND A <br />MAXIMUM OF 6 3/4 GALLONS 0[•' 47ATER PER SACK OF CEMEt�T. <br />CONCRGT6 COVER OPI RGIC7FORCING STEcr,; <br />CAST AGAINST GARTN 3° <br />EXPOSED TO EARTH OR WF.ATHER 1 1/2" <br />NOT EXPOSED TO EARTH OR ['7BATHER 3/4" <br />4. REINI'012::INC STEEL: SHALL CONFORt•1 TO ASTP1 615, GRADE 90. <br />LAP REINFORCING 30 DIA�tETERS AT SPLICGS AND CORPiERS, 1'-6" <br />MINIFiU�4. <br />6��► AF EVERETT WILLIAM S. ARNETr. P•E• <br />APPROVED FOR c�E�T � G-�� �"� <br />BUILD� � ERMIT �� ��`, pp�: c�, -Z ��^� <br />Do� r �1�-- 3 <br />gyBv W Cr�n:�---�—P / <br />