4818 BELVEDERE AVE 2016-01-01 MF Import

STRUCTURAL NOTES ('ODE: DF.SIGN IS IN ACCORDANCE WITH THE 20031NTER'VATIONAL BUILDING CODG �l?.R.C.) AS AMENUF.D BY THE GOCAL BUILDING DEPARTMENT. L1VE LOADS: ROOF-- 25 PSF FLOOR- 40 PSF UECKS - — GO PSF LATERAL WIND —EXPOSURE B; 85 MPA SEISMIC PER ZONE -D FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING ('APAC[TY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXT'END A M.INIMUM OT 1'-6" BELOW AAJACENT EXTERIOR FINISHED GRADE. ('AST- -PLACE CON('RETE: r'c = 2,500 PSI Ca� 28 DAYS. MINIM[JM Sl/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACI{ OF CEMENT. NO SPECIA�. INSPECTIOIV REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. 11AXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PER7'AINWG TO TfIE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUII2EMENTS FOR REINFORCED CONCRE'TE . ALL REINFORCIIVG STEF,L DOWE'LS, ANCHOR BOLTS AND OTHER INSERTS SH.4LL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOI.TS FOR PRESSiJRE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/S INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE ANll MAXIMUM SPACING OF 2 FEET ON CENTER MINIMUM 2 BOLTS PER SII..L PLATE PIECF. ONE BOLT TO BE PLACED WITHIN 6 INCAES OF EACH END OF THE SILL PLATE . FOUNDATION WALLS ENCLUSING A BASEMENT BELOW FINISH'�D GRADE SiIALL BE WATER PROOFED PER ARCHTTECTURAL SPECIFICATIONS. RGINFORC(NG STF,F.L: ALL REINFORCING S7'EEL SHALL t3E PLACED LV CONFORMANCE WITA THE I3UILDING CODE ►ZEQlI1RF.MENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANi1ARD PRACTICE FOR REINFORCED CONCRETE CONSTKUC7'ION 13Y' CRSI. DEFORMED REINFORCING STEF.L BA1tS SHALL CONFORM TO ASTM t�-615, GR.ADE 60 FOR N6 AND LARGER AND 40 GRADE REINFORCEMENT FOR XS AND S11fALLER I3ARS. ALL REQIFORCING BAR t3F.NDS 51iALL E3E MADE COLD, WIT11 A MINIIVIUM1t RADIUS OF 6 BAR DIAME7'ERS �1'-7" MINiMUM). CORNER I3AItS (2'-0" 13END) SHALL BE 1'ROVIDF;D �OR ALL IIORIZONTAL REINFORCEMENT. LAP ALL BAI2S A ��