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QIENIERRD/AL NnTIE9 n13B. RR EVA/ATI oNIR <br />S 2 T.B. DENOTES TOP BARS. TOP BARS ARE <br />STRUCTURAL ENGINEER. 1-1/2" FOR COLUMN TIES AND BEAM & GIRDER STIRRUPS '12d FOR g6 THRU pe BARS AT TOP OF SLAB OR FOOTING W/ <br />3/4" FOR SLABS, WALLS AND JOISTS ""4" MIN. FOR MASONRY CONSTRUCTIONL� MORE THAN 12" OF CONC. BELOW THE BAR. <br />WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. <br />*LAPS NOTED ARE BASED ON CLASS 'B' <br />DESIGN OF THIS PROJECT IS BASED ON THE 1997 UBC, SEISMIC ZONE 3 REINFORCING STEEL SEE LAP SPLICE & BAR SPACING OF 6"; IF SPACING <br />IS LESS THAN 6". INCREASE LAPS BY 8%. <br />AND WIND SPEED = 75 MPH, EXPOSURE C.- SCHEDULE <br />ALL LAPS SHALL BE A MIN. OF 12'. <br />BEND DIAtER��M LAP SCHEDULE APPLIES TO Gr. 60 BARS. <br />REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT <br />ALL DRAWINGS ISSUED WITHOUT THE APPROVAL DULY SIGNED AND DATED MINIMUM SEE ELEVATIONS OR FOUNDATION PLAN <br />THAT GRADE 40 MAY BE USED FOR #3 & SMALLER. SINGLE CURTAIN FOR WALL THICKNESS, SIZE AND SPACING <br />BY THE BUILDING DEPT. OR WITHOUT THE STAMP AND WET SIGNED BY MAIN REINFORCING OF VERTICAL AND HORIZONTAL REINF. <br />THE ENGINEER OF RECORD SHALL BE CONSIDERED IN THE PRELIMINARY <br />GENERAL REQUIREMENTS <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 />a <br />BEND DIA <br />90'BEND <br />135• BEND <br />STIRRUPS &TIE REINFORCING <br />0a , <br />SIZE MIN. BEND DIA. <br />q3 THRU N5 4 BAR d 1 <br />p6 THRU /8 6 BAR d 1 <br />2" CLR. <br />ttP'M <br />TENSION LAP SCHEDULE <br />I I <br />f'c 2500 PSI 4500 PSI <br />NO. TYP. T.B. TYP. T. B. <br />/3 18" 24" 14" 18" <br />14 24" 32" 18" 24" <br />N5 30" 39" 23" 30"BAR <br />/6 36" 47" 27" 35" <br />/7 53' 69" 40" 51" <br />/8 60" 78' 45" 59" <br />S 2 T.B. DENOTES TOP BARS. TOP BARS ARE <br />STRUCTURAL ENGINEER. 1-1/2" FOR COLUMN TIES AND BEAM & GIRDER STIRRUPS '12d FOR g6 THRU pe BARS AT TOP OF SLAB OR FOOTING W/ <br />3/4" FOR SLABS, WALLS AND JOISTS ""4" MIN. FOR MASONRY CONSTRUCTIONL� MORE THAN 12" OF CONC. BELOW THE BAR. <br />WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. <br />*LAPS NOTED ARE BASED ON CLASS 'B' <br />DESIGN OF THIS PROJECT IS BASED ON THE 1997 UBC, SEISMIC ZONE 3 REINFORCING STEEL SEE LAP SPLICE & BAR SPACING OF 6"; IF SPACING <br />IS LESS THAN 6". INCREASE LAPS BY 8%. <br />AND WIND SPEED = 75 MPH, EXPOSURE C.- SCHEDULE <br />ALL LAPS SHALL BE A MIN. OF 12'. <br />BEND DIAtER��M LAP SCHEDULE APPLIES TO Gr. 60 BARS. <br />REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT <br />ALL DRAWINGS ISSUED WITHOUT THE APPROVAL DULY SIGNED AND DATED MINIMUM SEE ELEVATIONS OR FOUNDATION PLAN <br />THAT GRADE 40 MAY BE USED FOR #3 & SMALLER. SINGLE CURTAIN FOR WALL THICKNESS, SIZE AND SPACING <br />BY THE BUILDING DEPT. OR WITHOUT THE STAMP AND WET SIGNED BY MAIN REINFORCING OF VERTICAL AND HORIZONTAL REINF. <br />THE ENGINEER OF RECORD SHALL BE CONSIDERED IN THE PRELIMINARY <br />MADE EXCEPT AS DETAILED OR <br />I STAGE AND SHALL NOT BE USED FOR CONSTRUCTION. NO SPLICES AUTHORIZED BY THENFORCEMENT SHALL STRUCTURAL ENGINEER. <br />I BAR GRADE <br />BAR SIZEI MING <br />I I <br />ALL <br />ORC'C <br />i�3 Tia #8 6 BAR �'OIA. <br />011 BAR <br />NOTF• BEND DWAETER IS MEASURED ON INSIDE OF BAR. <br />p <br />B <br />CONSTRUCTION SUPERVISION TIMBER CONSTRUCTION <br />/� <br />A <br />STANDARD HOOKS <br />N T <br />q <br />REBAR PLACEMENT IN WALL OR FOOTING <br />ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, D.F.-LARCH SHALL BE GRADED IN ACCORDANCE WITH STANDARD GRADING <br />STATE & FEDERAL AGENCIES HAVING JURISDICTION. GAMAYO, SANCHEZ <br />RULE NO. 17 OF WEST COAST LUMBER INSPECTION BUREAU. <br />& ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF <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 />PROVIDE SLEEVE <br />1/2" CLEAR ALL <br />2-g4z4' DIAG. <br />O CORNER OF <br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY <br />THE TIME OF FABRICATION OR INSTALLATION, WHICHEVER OCCURS FIRST. <br />AROUND BACKFILLED <br />OPENING <br />E <br />OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES <br />TRENCH <br />2-/5 O HEAD <br />NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. .SUCH LUMBER GRADES, U.O.N.: PRESSURE -TREATED D.F. NO. 2 <br />NO PIPE IS PERMITTED <br />OF OPENING <br />MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING. SHORING <br />THROUGH FOOTING <br />FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION <br />-' <br />IN <br />to <br />VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE <br />OPEN <br />Ili <br />INSPECTION OF THE ABOVE ITEMS. STRUCTURAL ABBREVIATIONS <br />-"1 TRENCH <br />z <br />=- � 11= <br />A.R. - ANCHOR ROD F.O.C. - FACE OF CONCRETE <br />�1=III=III=1 III <br />2-,f5 FULL HEIGHT <br />In <br />A.F.F. - ABOVE FINISH FLOOR H.M.D. - HOLLOW METAL DOOR <br />O III <br />D00 0 ENING ®EA. JAMB <br />Ip <br />D <br />0 <br />FOUNDATION NOTES B.F.F. - BELOW FINISH FLOOR M. B. - ASTM A307 BOLT <br />CONC. - CONCRETE (N) - NEW <br />—_ =III <br />18 MIN. 1B" MIN. <br />- <br />7 <br />g <br />ALLOWABLE SOIL PRESSURES: 1500 PSF FOR TOTAL LOAD CONT. - CONTINUOUS N.T.S. - NOT TO SCALE <br />1 <br />2-p5 <br />+ <br />f- <br />2000 PSF FOR DEAD LOAD + LIVE D. F. - DOUGLAS FIR P.T. - PRESSURE TREATED <br />2 <br />m <br />LOAD + SEISMIC OR WIND LOAD (E) - EXISTING 0. F. - OUTSIDE FACE <br />NO PIPE PERMITTED <br />E.E. - EACH END RWD. - REDWOOD <br />BELOW THIS LINE <br />(N) CONIC. FILL <br />SEE A 5 <br />> <br />FOOTING ADJACENT TO EXISTING FOUNDATIONS SHALL PENETRATE SAME E.F. - EACH FACE S.B. - SOLID BLOCKING <br />fTl <br />DEPTH AS EXISTING. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL E.S. - EACH SIDE U.O.N. - UNLESS OTHERWISE NOTED <br />NOTE: SEE FOUNDATION DETAILS FOR <br />OR ENGINEERED FILL >$ BELOW NATURAL OR FINISHED GRADE, E.W. - EACH WAY V.I.F. - VERIFY IN THE FIELD <br />FOOTING AND WALL REINFORCING <br />' <br />WHICHEVER IS LOWER. <br />X15 TOP BAR TO <br />NOTE: ONLY ADDL. REINF. IS _ - - -tFTG. <br />FOUNDATION WALL BACKFILL SHALL BE BROUGHT UP SIMULTANEOUSLY ON <br />L E G E N D <br />(`, PIPES THROUGH WALL AND <br />SHOWN, SEE =FOR FOR EXTEND 18" BEYOND <br />WALL & FTG. REINF. OPENING <br />EACH SIDE SO THAT EARTH LEVEL ON ONE SIDE IS NEVER MORE THAN <br />ELEVATION <br />EIGHT INCHES HIGHER THAN THE OTHER SIDE, UNLESS APPROVED <br />NO SCALE PIPE LOCATION NEAR FOOTING <br />SEE A 5 <br />N <br />SHORING IS PROVIDED. (N) CONIC. IN SECTION <br />E NOTE: SEE A 5 FOR DETAILS NOT NOTED <br />u <br />0 (E) CONC. IN SECTION <br />= _ ADDITIONAL REINFORCING @ DOOR OPENING <br />CONTINUOUS WOOD <br />CONCRETE ® MEMBER IN SECTION <br />NO PIPE IS PERMITTED <br />WOOD BLOCKING <br />THROUGH FOOTING AREA <br />CONCRETE SHALL ATTAIN THE FOLLOWING COMPRESSIVE STRENGTHS AT <br />A <br />PROVIDE SLEEVE 1/2" <br />28 DAYS WITH A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD: <br />S1 SECTION OR DETAIL NO. <br />CLEAR ALL AROUND <br />SHEET N0. WHERE SECT, OR DET. <br />IS FOUND; "-" INDICATES DET. <br />TOP SLAB: 4500 PSI OR SECT. IS ON SAME SHEET <br />(n <br />ALL OTHER CONCRETE: 2500 PS SECTION OR DETAIL NO. <br />A S1, S2 SHEET NOS. WHERE DET. <br />REINFORCEMENTS, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS IS TAKEN (IF SHOWN) <br />_ ----- - <br />D <br />SHALL BE POSITIVELY SECURED IN PLACE PRIOR TO PLACING CONCRETE. 3/4"=1'- 0" SCALE <br />o s III= MIN I III <br />0 <br />— <br />m <br />— <br />QPOFESS <br />J11 C, GGAMAYO, SANCHEZ <br />- - J <br />m <br />� <br />Z J & ASSOCIATES, INC. <br />NOTE: SEE FOUNDATION DETAILS FOR <br />N0. 1 8 STRUCTURAL & CIVIL ENGINEERS • CONSULTANTS <br />FOOTING AND WALL REINFORCING <br />Z <br />O <br />cc <br />a} 555 W. BENJAMIN HOLT DR. #324 <br />Tq STOCKTON, CA 95207 <br />TF (209) 957-2384 <br />D <br />'°3 <br />NO SCALE PIPES BELOW FOOTING <br />tOUNTY OF SAN JOAQUIN <br />AS SHOWN <br />NORTH COUNTY RECYCLING CENTER <br />Z WALL EXTENSION <br />TRANSFER STATION TIPPING FLOOR REPAIRS <br />Sheet No. <br />GENERAL NOTES AND DETAILS <br />(North County and Lovelace) <br />6 of 6 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />DATE APPROVAL RECOMMENDED DATE <br />QVP, JCG <br />