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GENERALS NOTES Q o o REVOATDONS <br />TENSION LAP SCHEDULE <br />BEND DIA CG 2500 PSI 4500 PSI <br />GENERAL R 0 nR M NTS '� � as BEND z' SLR. TYP /}' 1e' T, B. <br />TYP. a <br />STIRRUPS & TI R INFOR IN • o� /4 24" 32" 18" 24' <br />DETAILS AND DIMENSIONS OF EXISTING CONSTRUCTION SHALL BE VERIFIED CONCRETE PROTECTION FOR REINFORCEMENTS (TO FACE OF BARS): /5 30• }g• 23• }p• <br />/3 THRU /5 4 BAR <br />BAR SIZE MIN. BEND DIA. /6 36' 47" 27' 35' 07 53" 69" 40" ' <br />'� <br />AT THE SITE BY THE CONTRACTOR AND ANY DISCREPANCY BETWEEN THE 3" WHERE CONCRETE IS POURED AGAINST EARTH <br />d 51 <br />PIANS AND EXISTING CONDITION SHALL BE PROMPTLY REPORTED TO THE 2' WHERE CONCRETE IS EXPOSED TO EARTH BUT PLACED IN FORMS #6 THRUSTRUCTURAL ENGINEER. 1-1/2" FOR COLUMN TIES AND BEAM k GIRDER STIRRUPS 08 6 BAR tl /e 60" 78" 45" 59' <br />S S 2 <br />'12d FOR /6 THRU /8 T.B. DENOTES TOP BARS. TOP BARS ARE <br />WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. 3/4" FOR SLABS, WALLS AND JOISTS MIN. MIN. FOR MASONRY CONSTRUCTION BARS AT TOP OF SLAB OR FOOTING W/ <br />MORE MAN 12. OF CONC. BELOW THE BAR. <br />DESIGN OF THIS PROJECT IS BASED ON THE 1997 UBC, SEISMIC ZONE 3 vl *LAPS NOTED ARE BASED ON CLASS 'B' <br />REINFORCING STEEL / SPLICE h BAR SPACING OF 6'; IF SPACING <br />AND WIND SPEED = 75 MPH, EXPOSURE C. _ c = SCHEDE IS LESS THAN 6 INCREASE LAPS BY 8%. <br />ALL LAPS SHALL BE A MIN. OF 12 <br />ALL DRAWINGS ISSUED WITHOUT THE APPROVAL DULY SIGNED AND DATED <br />REINFORCING BARS SHALL CONFORM TO ASM A615, GRADE 60, EXCEPT r BEND DIAMETER 4d OR 2 LAP SCHEDULE APPLIES TO Cr. 60 BARS. <br />THAT GRADE 40 MAY BE USED FOR j3 k SMALLER. MINIMUM SEE ELEVATIONS OR FOUNDATION PLAN <br />BY THE BUILDING DEPT. OR WITHOUT THE STAMP AND WET SIGNED 8Y SINGLE CURTAIN <br />THE ENGINEER OF RECORD SHALL BE CONSIDERED IN THE PRELIMINARY FOR WALL THICKNESS, 512E AND SPACING <br />MAIN REINFDVERTICAL AND HORIZONTAL REINF. <br />RCING FO <br />STAGE AND SHALL NOT BE USED FOR CONSTRUCTION. NO SPLICES OF REINFORCEMENT SWILL BE MADE EXCEPT AS DETAILED OR BAR GRADE BAR szE MIN. BEND OSA <br />AUTHORIZED BY THE STRUCTURAL ENGINEER ALL GRADES 03 THRU A 6 BAR d <br />OF REINFORCE 09. 010. 011_1 8 BAR d <br />CONSTRUCTION SUPERVISIO1192L BEND DUMEnR 5 MEASURED DN INSIDE OF BARN TIMBER CONSTRUCTION A B <br />ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY, N.T.S.�:] STANDARD HOOKS N.r.s. REBAR PLACEMENT IN WALL OR FOOTING <br />D.F.-LARCH SHALL BE GRADED IN ACCORDANCE WITH STANDARD GRADING <br />STATE k FEDERAL AGENCIES HAVING JURISDICTION. GA 2 RULE NO. 17 OF WEST COAST LUMBER INSPECTION BUREAU. <br />& ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION <br />SION OF <br />CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE PROVIDE SLEEVE 2-/4x4' DIAG. <br />ALL LUMBER SHALL HAVE A MOISTURE CONTENT NOT TO EXCEED 197. AT 1/2' CLEAR ALL O CORNER OF <br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITYAROUNDTIME OF FABRICATION OR INSTALLATION. WHICHEVER OCCURS FIRST. OPENINGx 2 15 AROUND <br />OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES BACKFILLED PENT O HEAD <br />NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH NO PIPE IS PERMITTED TRENCH OF OPENING <br />MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING LUMBER GRADES, U.O.H.: PRESSURE-TREATED D.F. N0. 2 THROUGH FOOTING <br />FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION �... <br />'o VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE _ OPEN 1-6- <br />INSPECTION OF THE ABOVE ITEMS. STRUCTURALABBREVIATIONS TRENCH Imo, <br />_' I I IIIIII --- Z I <br />= -FACE OF CONCRETE TI�I�III� K z ^� E 2-/5 FULL HEIGHT <br />AR. - ANCHOR ROD F.O.C. O <br />S' <br />A.F.F. EA. JAMB <br />F.F. -ABOVE FINISH FLOOR H.M.D. - HOLLOW METAL DOOR I <br />FOUNDATION NOENING <br />TES B.F.F. - BELOW FINISH FLOOR M.B. - ASTM A307 BOLT <br />14 p CONC. - CONCRETE (N) - NEW - E . - _ _LI•-. i� <br />8 ALLOWABLE SOIL PRESSURES: 1500 PSF FOR TOTAL LOAD 18" MIN. 18" MIN. <br />_ CONT. -CONTINUOUS N.T.S. -NOT TO SCALE 1 � 2-/5 <br />D.F.- DOUGLAS FIR P.T. - PRESSURE TREATED 2 <br />r 2000 PSF FOR DEAD LOAD + LIVE <br />m LOAD + SEISMIC OR WINO LOAD (E) - EXISTING O.F. -OUTSIDE FACE <br />Z E.E. - EACH END RWD. - REDWOOD NO PIPE PERMITTED (N) CONC. FILL <br />BELOW THIS UNE <br />FOOTING ADJACENT TO EXISTING FOUNDATIONS SHALL PENETRATE SAME E.F. - EACH FACE S.B. -SOLID BLOCKING \ SEE A 5 <br />m DEPTH AS EXISTING. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL E.S. - EACH SIDE U.O.N. - UNLESS OTHERWISE NOTED NOTE: SEE FOUNDATION DETAILS FOR <br />OR ENGINEERED FILL jE BELOW NATURAL OR FINISHED GRADE, E.W. - EACH WAY V.I.F. - VERIFY IN THE FIELD FOOTING AND WALL REINFORCING <br />WHICHEVER IS LOWER. <br />NOTE: ONLY ADDL. REINF. IS-` `7 /5 TOP BAR TO <br />FOUNDATION WALL BACKFILL SHALL BE BROUGHT UP SIMULTANEOUSLY ON SHOWN, SEE A 5 FOR _ EXTEND 18' BEYOND <br />EACH SIDE SO THAT EARTH LEVEL ON ONE SIDE IS NEVER MORE THAN L E G E N D PIPES THROUGH WALL AND WALL x FTC. REINF. OPENING <br />EIGHT INCHES HIGHER THAN THE OTHER SIDE, UNLESS APPROVEDI� �CALEPIPE LOCATION NEAR FOOTING (N) FTC. SEE ELEVATION A 5 <br />SHORING IS PROVIDED. (N) CONE IN SECnON m <br />E NOTE: SEE A 5 FOR DETAILS NOT NOTED <br />(E) GONG w secnaN 1/4 _ 1'_p• ADDITIONAL REINFORCING 0 DOOR OPENING <br />® CONTINUOUS W000 <br />CONCRETE MEMBER W SECTION NO PIPE IS PERMITTED <br />CONCRETE SHALL ATTAIN THE FOLLOWING COMPRESSIVE <br />BLOCKING THROUGH FOOTING AREA STRENGTHS AT <br />A �ltl <br />28 DAYS WITH A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD: SECTION OR DETAIL NO. PROVIDE SLEEVE 1/2' <br />St CLEAR ALL AROUND <br />IS FOUND--" INDICATES DET. <br />TOP SLAB: 4 P I OR SECT. IS ON SAME SHEET \ t Vy'_ I ms 4 <br />N ALL OTHER CONCRETE: 2500 PSI SHEET NO. WHERE SECT. OR DET. SECTION OR DETAIL NO. �/�1L <br />1wY _+ % <br />A St. S2 SHEET NOS WHERE DET. ;� / /eC � `j [q / /;,644c.(L <br />REINFORCEMENTS, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS IS TAKEN (IF SHOWN) Q I ! <br />_-__--O_ <br />SHALL BE POSITIVELY SECURED IN PLACE PRIOR TO PLACING CONCRETE. 3/4'=1 -0 SCALE `l✓ o I 9r I <br />D \ V __ n MIN <br />mC. � �o <br />_ ` 1 <br />°.G�'GAMAYO, SANCHEZ ��" b l� �� <br />m 4t �m Q ASSOCIATES, INC. IF DRAWING IS PRINTED ON trxTT� NOTE: SEE FOUNDATION DETAILS FOR _ �rl,��� - �� � �f <br />�B SCALE IS TWICE THE SCALE SHOWN. FOOTING AND WALL REINFORCING �O <br />Z STRUCTURAL Ec CML ENGINEERS •CONSULTANTS <br />O +} 555 W. BENJAMIN HOLT DR. }324 (EG., V4�,%0' WILL BE V8'=T-0") <br />d�. STOCKTON, CA 95207 <br />(209) 957-2384 D <br />NO SCALE PIPES BELOW FOOTING <br />`y'ECrr�rar�cFrj� TRANSFER STATION TIPPING FLOOR REPAIRS Sheet No. <br />COUNTY OF SAN JOAQUIN 1/s" = 1'-0" GENERAL NOTES & STD. DETAILS <br />(North County and Lovelace) 6 of <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED I DATE <br />JCG, QVP <br />