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rr- r\n IF n a n r\n /� ,r' rff cl:5� no A n n n F n n 7' P n [K\ fl Cc <br />Q\l` <br />G135' <br />l T <br />luJ LC u LC n W L Uv U u LC IQ (a b%� L) LQ) U-11 LE_ V U k-,1 U U U UV NJ <br />ii <br />.--=�I ll aP e // <br />909END BEND DIA.JfI—(/ 6}� (/ <br />BEND <br />STIRRUPS & TIE REINFORCING oR' <br />6a <br />BAR SIZE MIN. BEND DIA. '� <br />03 THRU M5 4 BAR d <br />2" CLR. <br />TYP. <br />TENSION LAP SCHEDULE <br />GENERAL REOUIREMENTS <br />DETAILS AND DIMENSIONS OF EXISTING CONSTRUCTION SHALL BE VERIFIED CONCRETE PROTECTION FOR REINFORCEMENTS (TO FACE OF BARS): <br />AT THE SITE BY THE CONTRACTOR AND ANY DISCREPANCY BETWEEN THE 3" WHERE CONCRETE IS POURED AGAINST EARTH <br />PLANS AND EXISTING CONDITION SHALL BE PROMPTLY REPORTED TO THE 2" WHERE CONCRETE IS EXPOSED TO EARTH BUT PLACED IN FORMS <br />STRUCTURAL ENGINEER. 1-1/2" FOR COLUMN TIES AND BEAM & GIRDER STIRRUPS <br />Cc 250 0 P5 450o PSI <br />N0. TYP. T. B. TYP. T.B. <br />Y3 18" 24" 14" 18" <br />N4 24" 32" 18" 24" <br />/5 30 39" 23" 30" <br />A6 36" 47" 27" 35" <br />M7 53" 69" 40" 5I" <br />p8 60" 78" 1 45" 59" <br />3/4" FOR SLABS, WALLS AND JOISTS ' I " �- " S _..._S/2..l T.B. DENOTES TOP BARS. TOP BARS ARE <br />'12d FOR p6 THRU /B BARS AT TOP OF SLAB OR FOOTING W/ <br />WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. "4" MIN. FOR MASONRY CONSTRUCTION MORE THAN 12" OF CONC. BELOW THE BAR <br />REINFORCING STEEL <br />DESIGN OF THIS PROJECT IS BASED ON THE 1997 UBC, SEISMIC ZONE 3 *LAPS NOTED ARE BASED ONCLASS 'B' <br />AND WIND SPEED = 75 MPH, EXPOSURE C. SEE LAP SPLICE & BAR SPACING OF 6"; IF SPACING <br />REINFORCING BARS SHALL CONFORM 70 ASTM A615, GRADE 60, EXCEPT IS LESS THAN 6", INCREASE LAPS BY 8R. <br />_ _ SCHEDULE ALL LAPS SHALL BE A MIN. OF 12". <br />ALL DRAWINGS ISSUED WITHOUT THE APPROVAL DULY SIGNED AND DATED THAT GRADE 40 MAY BE USED FOR /3 & SMALLER. o <br />N BEND DIAMETER 4d OR 2'h" LAP SCHEDULE APPLIES TO Gr. 60 BARS. <br />BY THE BUILDING DEPT. OR WITHOUT THE STAMP AND WET SIGNED BYSEE ATION PLAN <br />MINIMUM SINGLE CURTAIN FOR WALL ATHICKNESS, SIZE TIONS OR AND SPACING <br />1 THE ENGINEER OF RECORD SHALL BE CONSIDERED IN THE PRELIMINARY NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR MAIN REINFORCING OF VERTICAL AND HORIZONTAL REINF, <br />^` STAGE AND SHALL NOT BE USED FOR CONSTRUCTION. AUTHORIZED BY THE STRUCTURAL ENGINEER. <br />All E I BA <br />CONSTRUCTION SUPERVISION AUL GRADES , H Uz#MIN <br />e 6 BAR dDIA. <br />TIMBER CONSTRUCTION <br />OF REINFORC'G fig, /10. /I1 6 BAR tl <br />ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, NOTE, BEND DIAMETER IS MEASURED ON INSIDE OF BAR. <br />STATE & FEDERAL AGENCIES HAVING JURISDICTION. CAMAYO, SANCHEZ D.F.-LARCH LARCH SHALL BE GRADED IN ACCORDANCE WITH STANDARD GRADING 2 <br />& ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF RULE N0. 17 OF WEST COAST LUMBER INSPECTION BUREAU. G <br />N.T. s. STANDARD HOOKS N, T. s. REBAR PLACEMENT IN WALL OR FOOTING <br />CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE <br />ALL LUMBER SHALL HAVE A MOISTURE CONTENT NOT TO EXCEED 19% AT <br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY THE TIME OF FABRICATION OR INSTALLATION, WHICHEVER OCCURS FIRST. 2-/4x4' DIAG. <br />OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES O CORNER OF <br />OPENING <br />NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH <br />LUMBER GRADES, U.O.N.: PRESSURE -TREATED D.F. NO. 2 2-/5 O HEAD <br />MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF OPENING <br />FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION <br />VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE STRUCTURAL ABBREVIATIONS <br />INSPECTION OF THE ABOVE ITEMS. <br />A.R. - ANCHOR ROD F.O.C. - FACE OF CONCRETE <br />A.F.F. - ABOVE FINISH FLOOR H.M.D. - HOLLOW METAL DOOR \ <br />FOUNDATION NOTES B.F.F. - BELOW FINISH FLOOR M.B. - ASTM A307 BOLT 2-#5 FULL <br />GONG. - CONCRETE (N) - NEW O EA. JAMBHEIGHT <br />ALLOWABLE SOIL PRESSURES: 1500 PSF FOR TOTAL LOAD CONT. - CONTINUOUS N.T.S. - NOT TO SCALE DO 0 ENING <br />2000 PSF FOR DEAD LOAD + LIVE D.F. - DOUGLAS FIR P.T. - PRESSURE TREATED - - - - <br />D (E) - EXISTING O.F. - OUTSIDE FACE /Q <br />Ci LOAD + SEISMIC OR WIND LOAD <br />D E. E. - EACH END RIND. - REDWOOD <br />2 -NS <br />FOOTING ADJACENT TO EXISTING FOUNDATIONS SHALL PENETRATE SAME E.F. - EACH FACE S. B. - SOLID BLOCKING <br />_l DEPT AS EXISTING. U.O.N. ALL FOOTINGS SHALL BEAR ON UNDISTURBED E.S. - EACH SIDE U.O.N. - UNLESS OTHERWISE NOTED Ov <br />r NEW CONC. FILL <br />m SOIL OR ENGINEERED FILL A MINIMUM OF >$ BELOW NATURAL OR E.W. - EACH WAY V.I.F. - VERIFY IN THE FIELD Q SEE e <br />Z FINISHED GRADE, WHICHEVER IS LOWER. 5 <br />D L E G E N D <br />fTl FOUNDATION WALL BACKFILL SHALL BE BROUGHT UP SIMULTANEOUSLY ON <br />EACH SIDE SO THAT EARTH LEVEL ON ONE SIDE IS NEVER MORE THAN NEW CONCRETE IN SECTION - \ \ _ - 05 TOP BAR TO <br />EIGHT INCHES HIGHER THAN THE OTHER SIDE, UNLESS APPROVED - - - EXTEND 1S" BEYOND <br />SHORING IS PROVIDED. EXISTING CONCRETE IN SECTION NOTE. REI F. ADDITIONAL <br />'EIE a OPENING <br />FOR WALL J,FOOTING 1 <br />® CONTINUOUS WOOD REINF. 5 NEW FTG. SEE <br />CONCRETE MEMBER IN SECTION <br />WOOD BLOCKING NO SCALE ELEVATION NOTE: SEE 5 FOR DETAILS NOT NOTED <br />CONCRETE SHALL ATTAIN THE FOLLOWING COMPRESSIVE STRENGTHS AT 1 SECTION OR DETAIL NO. F <br />28 DAYS WITH A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD: S1 SHEET NO, WHERE SECT. OR DET. 5 <br />IS FOUND: "-" INDICATES DET. <br />OR SECT. IS ON SAME SHEET 1/4" _ ,'—o" A DITIONAL REINF. AT DOOR OPENING <br />TOP SLAB: 4500 PSI <br />ALL OTHER CONCRETE: 3500 PSI SECTION OR DETAIL NO. <br />n 1 S1, S2 SHEET NOS. WHERE DET. <br />REINFORCEMENTS, ANCHOR BOLTS. PIPE SLEEVES AND OTHER INSERTS IS TAKEN (IF SHOWN) <br />a 3/4"=1'-O" SCALE <br />SHALL BE POSITIVELY SECURED IN PLACE PRIOR TO PLACING CONCRETE. <br />C <br />� N <br />>Jcl <br />a <br />rm 7 p Z O� <br />�1 Cg <br />�1 No, 1682 rn O <br />ft�s11EXP. 3/31/09 <br />� GAMAYO, SANCHEZ <br />m ASSOCIATES; INC <br />' Z /P P` STRUCTURAL & CIVIL ENGINEERS " CONSULTANTS <br />t 0 <br />555 W. BENJAMIN HOLT DR.1324 <br />STOCKTON, CA 9520707 4 <br />(209) 957-2384 <br />4 NO SCALE <br />�I NORTH COUNTY RECYCLING CENTER NORTH COUNTY RECYCLING CENTER AND LOVELACE Sheet No. <br />COUNTY OF SAN JOA UIN AS SHOWN Z WALL EXTENSION <br />Q GENERAL NOTES AND DETAILS TRANSFER STATION TIPPING FLOOR REPAIRS 6 of 6 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />QVP, JCG �is �7 17�►k- J�i►hb�k+ 4/o 2 Zq <br />