GOVT BLDG 16-08 to GOVT BLDG 16-13

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GENERAL N O T E S D Q o o RE V� Q T� OO N S �= t TENSION LAP SCHEDULE TM _ 7 BEND 2' GENERAL REQUIREMENTS o r c zsoo P51 asoo P51 D A 90'BEND N0. TYP. T.B. P. T.B. F 135' BEND 2" CLR. #3 18" 24" 14" 18" DETAILS AND DIMENSIONS OF EXISTING CONSTRUCTION SHALL BE VERIFIED CONCRETE PROTECTION FOR REINFORCEM TS (TO FACE OF BARS): STIRRUPS & TIE REINFORCINGxl TMP' #4 24" 32" 18" 24" AT THE SITE BY THE CONTRACTOR AND ANY DISCREPANCY BETWEEN THE 3" WHERE CONCRETE IS POURED AINST EARTH 66, #5 30" 39" 23" 30" PLANS AND EXISTING CONDITION SHALL BE PROMPTLY REPORTED TO THE 2" WHERE CONCRETE IS EXPOSED 0 EARTH BUT PLACED IN FORMS BAR SIZE MIN. BEND DIA. 5 #6 36" 47" 27 35" STRUCTURAL ENGINEER. 1-1/2" FOR COLUMN TIES AND BEAM & GIRDER STIRRUPS #3 THRU #5 4 BAR tl #7 53" 69" 40" 51" #8 60" 78" 45" 59" 3/4" FOR SLABS, WALLS AND JOISTS /6 THRU #8 BAR d S S 2 T.B. DENOTES TOP BARS. TOP BARS ARE '2 WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. BARS AT TOP OF SLAB OR FOOTING w/ ��1d FOR #6 THR 4" MIN. FOR MAS#8 ONRY CONSTRUCTION MORE THAN 12" OF CONC. BELOW THE BAR. DESIGN OF THIS PROJECT 15 BASED ON THE 1997 UBC, SEISMIC ZONE 3 REINFORCING STEEL AND WIND SPEED = 75 MPH, EXPOSURE C. *LAPS NOTED ARE BASED ON CLASS SEE LAP SPLICE & BAR SPACING OF 6"; IF SPACING REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT - IS LESS THAN 6", INCREASE LAPS BY 8%. THAT GRADE 40 MAY BE USED FOR - _ SCHEDULE ALL LAPS SHALL BE A MIN. OF 12". ALL DRAWINGS ISSUED WITHOUT THE APPROVAL DULY SIGNED AND DATED #3 &SMALLER. N BEND DIAMETER LAP SCHEDULE APPUES TO IS, 60 BARS. } 4tl OR 2Vi2Vi" BY THE BUILDING DEPT. OR WITHOUT THE STAMP AND WET SIGNED BY MINIMUM SINGLE CURTAIN SEE ELEVATIONS OR FOUNDATION PLAN THE ENGINEER OF RECORD SHALL BE CONSIDERED IN THE PRELIMINARY NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR FOR WALL THICKNESS, SIZE AND SPACING MAIN REINFORCING OF VERTICAL AND HORIZONTAL REINF. STAGE AND SHALL NOT BE USED FOR CONSTRUCTION. AUTHORIZED BY THE STRUCTURAL ENGINEER. BAR GRADE I BAR SIZE MIN. BEND DIA. CONSTRUCTION SUPERVISION TIMBER CONSTRUCTION Au cRADEs #3 THRu #B 6 BAR e OF REINFORC'C ig• #10. R11 8 BAR e ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL, COUNTY,NOTE; BEND DIAMETER IS MEASURED ON INSIDE OF BAR. STATE & FEDERAL AGENCIES HAVING JURISDICTION. GAMAYO, SANCHEZ D.F.—LARCH SHALL BE GRADED IN ACCORDANCE WITH STANDARD GRADING + ^ & ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF RULE NO. 17 OF WEST COAST LUMBER INSPECTION BUREAU. I L N.T.S. STANDARD HOOKS N.r.s. REBAR PLACEMENT IN WALL OR FOOTING CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE DRAWINGS. SAFELY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY ALL LUMBER SHALL HAVE A MOISTURE CONTENT NOT TO EXCEED 19% AT THE TIME OF FABRICATION OR INSTALLATION, WHICHEVER OCCURS FIRST. 0 CORNER , OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES O CORNERR OFOF NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH OPENING LUMBER GRADES, U.O.N.: PRESSURE -TREATED D.F. NO. 2 2-#5 O HEAD MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF OPENING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE STRUCTURAL ABBREVIATIONS INSPECTION OF THE ABOVE ITEMS. A. R. - ANCHOR ROD F.O.C. - FACE OF CONCRETE 1-6" A.F.F. - ABOVE FINISH FLOOR H.M.D. - HOLLOW METAL DOOR \ IQ FOUNDATION NOTES B.F.F. - BELOW FINISH FLOOR M. B. - ASTM A307 BOLT L" CONC. -CONCRETE (N) - NEW 2-#5 FULL HEIGHT O EA. JAMB ALLOWABLE SOIL PRESSURES: 1500 PSF FOR TOTAL LOAD CONT. - CONTINUOUS N.T.S. - NOT TO SCALE DO 0 ENING D 2000 PSF FOR DEAD LOAD + LIVE D. F. - DOUGLAS FIR P.T. - PRESSURE TREATED i- D LOAD + SEISMIC OR WINO LOAD (E) - EXISTING O.F. -OUTSIDE FACE O E.E. - EACH END RWD. - REDWOOD , �C`U 2-#5 9FOOTING ADJACENT TO EXISTING FOUNDATIONS SHALL PENETRATE SAME E.F. - EACH FACE S. B. - SOLID BLOCKING DEPTH AS EXISTING. U.O.N. ALL FOOTINGS SHALL BEAR ON UNDISTURBED E.S. - EACH SIDE U.O.N. - UNLESS OTHERWISE NOTED U r NEW CONL 'ILL m SOIL OR ENGINEERED FILL A MINIMUM OF 1r BELOW NATURAL OR E.W. - EACH WAY V.I.F. - VERIFY IN THE FIELD O SEE Z FINISHED GRADE, WHICHEVER IS LOWER. e D L E G E N D Fm FOUNDATION WALL BACKFILL SHALL BE BROUGHT UP SIMULTANEOUSLY ON EACH SIDE SO THAT EARTH LEVEL ON ONE SIDE IS NEVER MORE THAN NEW CONCRETE IN SECTION \ #5 TOP BAR TO EIGHT INCHES HIGHER THAN THE OTHER SIDE, UNLESS APPROVED - - - - EXTEND 18" BEYOND NOTE: ONLY ADDITIONAL R"INF. OPENING REINF. IS SHOWN, ScE 1 SHORING IS PROVIDED. ` EXISTING CONCRETE IN SECTION 'ORA & FOOTING ® CONTINUOUS WOOD^ e5 NEW FTG. SEE CONCRETE MEMBER IN SECTION 3 REINF. P WOOD BLOCKING NO SCALE ELEVATION NOTE: SEE a FOR DETAILS NOT NOTED CONCRETE SHALL ATTAIN THE FOLLOWING COMPRESSIVE STRENGTHS AT 5 1 SECTION OR DETAIL NO. Y28 DAYS WITH A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD: S1 SHEET NO. WHERE SECT. OR DET. 5 oRFSSECT. ON SAME SHEEiT /a" _ , -a" ADDITIONAL REINF, AT DOOR OPENING TOP SLAB: 4500 PSI ALL OTHER CONCRETE: 3500 PSI SECTION OR DETAIL NO. 1 51, S2 SHEET NOS. WHERE DET. " REINFORCEMENTS, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS IS TAKEN (IF SHOWN) 3/4"=1'-0 SHALL BE POSITIVELY SECURED IN PLACE PRIOR TO PLACING CONCRETE. SCALE ?,OF ESS/pN o Qx/ �\N Gq �� O No. 1682 m OAU m ^EXP. 3/3Vo5 ©GAMAYO, SANCHEZ z s J & ASSOCIATES, INC. /� � STRUCTURAL & CIVIL ENGINEERS • CONSULTANT. p qA \<OQ\ 555 W. BENJAMIN ENJ MIN HOLT DR. #324 CA 95207 C C (209) 957-2384 4 NO SCALE NORTH COUNTY RECYCLING CENTER TRANSFER STATION TIPPING FLOOR REPAIRS Sheet No. COUNTY OF SAN JOAQUIN AS SHOWN Z WALL EXTENSION GENERAL NOTES AND DETAILS (North County and Lovelace) 6 of 6 DRAWN BY DATE PR ECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE Q.V.P., J.C.G. 3/04 16.c/ 3/04 G.R.G. 3/04