|
P,PNN F;P/A\� Nn7PR A [A\RARD RPVH/A\ 7 HnNR e��
<br />S 5 2 - T.B. DENOTES TOP BARS. TOP BARS ARE
<br />STRUCTURAL ENGINEER. 1-1/2" FOR COLUMN TIES AND BEAM & GIRDER STIRRUPS "12d FOR k6 THRU #8 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"; SPACING
<br />IS LESS THAN 6", INCREASE LAPS
<br />BY 8%.
<br />AND WIND SPEED = 75 MPH, EXPOSURE C. _ _ SCHEDULE ALL LAPS SHALL BE A MIN. OF 12".
<br />1- REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT BEND DIAMETER 4d OR LAP SCHEDULE APPLIES TO Gr. 60 BARS.
<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 />STAGE AND SHALL NOT BE USED FOR CONSTRUCTION. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR BAR GRADE I BAR SIZE MIN. BEND DIA.
<br />AUTHORIZED BY THE STRUCTURAL ENGINEER. ALL GRADES #3 THRU #8 6 BAR d
<br />OF REINFORC'G #9, #10, /11 8 BAR d
<br />NOTE BEND DIAMETER IS MEASURED ON INSIDE OF BAR. rkN
<br />CONSTRUCTION SUPERVISION TIMBER CONSTRUCTION STANDARD HOOKSREBAR 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 RULE NO. 17 OF WEST COAST LUMBER INSPECTION BUREAU.
<br />& ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF
<br />AG
<br />CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE PROVIDE SLEEVE x4'
<br />ALL LUMBER SHALL HAVE A MOISTURE CONTENT NOT TO EXCEED 797, AT 1/2" CLEAR ALL 0 O CORNER
<br />OF OF
<br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY AROUND OPENING
<br />THE TIME OF FABRICATION OR INSTALLATION, WHICHEVER OCCURS FIRST. BACKFILLED 2-/5 O HEAD
<br />OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES TRENCH OF OPENING
<br />NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH LUMBER GRADES, U.O.N.: PRESSURE -TREATED D.F. NO. 2 NO PIPE IS PERMITTED
<br />g MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING THROUGH FOOTING
<br />Ia FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION
<br />I� VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE — OPEN _
<br />i INSPECTION OF THE ABOVE ITEMS. STRUCTURAL ABBREVIATIONS -"III TRENCH
<br />C IIIIII ��-
<br />A.R. - ANCHOR ROD F.O.C. - FACE OF CONCRETE 11=III=III=1 IF 2-/5 FULL HEIGHT
<br />1O O O EA. JAMB
<br />Io A.F.F. -ABOVE FINISH FLOOR H.M.D. - HOLLOW METAL DOOR � DO 0 ENING
<br />FOUNDATION NOTES B.F.F. - BELOW FINISH FLOOR M.B. - ASTM A307 BOLT — — _ -
<br />Io D CONC. - CONCRETE (N) - NEW
<br />ALLOWABLE SOIL PRESSURES: 1500 PSF FOR TOTAL LOAD CONT. - CONTINUOUS N.T.S. - NOT TO SCALE 18" MIN. 18" MIN.
<br />1 2-#5
<br />F- 2000 PSF FOR DEAD LOAD + LIVE
<br />D. F. - DOUGLAS FIR P.T. - PRESSURE TREATED 2
<br />E*1 (E) - EXISTING 0. F. - OUTSIDE FACE
<br />LOAD +SEISMIC OR WIND LOAD NO PIPE PERMITTED
<br />o Z E.E. - EACH END RWD. - REDWOOD BELOW THIS LINE (N) CONC. FILL
<br />DSEE A 5
<br />�n > FOOTING ADJACENT TO EXISTING FOUNDATIONS SHALL PENETRATE SAME E.F. - EACH FACE S. B. - SOLID BLOCKING
<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 18;- 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 - - - #5 TOP BAR TO
<br />FOUNDATION WALL BACKFILL SHALL BE BROUGHT UP SIMULTANEOUSLY ON SHOWN, SEE A 5 FOR EXTEND 18" BEYOND
<br />C PIPES THROUGH WALL AND
<br />EACH SIDE SO THAT EARTH LEVEL ON ONE SIDE IS NEVER MORE THAN L E G E N D WALL &FTG. REINF. OPENING
<br />ELEVATION
<br />EIGHT INCHES HIGHER THAN THE OTHER SIDE, UNLESS APPROVED NO SCALE PIPE LOCATION NEAR FOOTING (N) FTG. SEE A 5
<br />u SHORING IS PROVIDED. (N) CONC. IN SECTION E NOTE: SEE A 5 FOR DETAILS NOT NOTED
<br />u 0 (E) CONC. IN SECTION = - ADDITIONAL REINFORCING 0 DOOR OPENING
<br />CONTINUOUS WOOD
<br />CONCRETE ® MEMBER IN SECTION NO PIPE IS PERMITTED
<br />WOOD BLOCKING THROUGH FOOTING AREA
<br />CONCRETE SHALL ATTAIN THE FOLLOWING COMPRESSIVE STRENGTHS AT PROVIDE SLEEVE 12"
<br />A SECTION OR DETAIL NO. /
<br />28 DAYS WITH A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD: StCLEAR 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 III
<br />ALL OTHER CONCRETE: 2500 PSI SECTION OR DETAIL NO. I�
<br />N
<br />"D S1, S2 SHEET NOS. WHERE DET.
<br />A
<br />REINFORCEMENTS, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS IS TAKEN (IF SHOWN) - - - - - - - 9_____
<br />0 SCALE o x
<br />III
<br />3/4"=1'-O"-1 MIN I,III
<br />SHALL BE POSITIVELY SECURED IN PLACE PRIOR TO PLACING CONCRETE. I <
<br />> =1 =
<br />m
<br />o �G— — —
<br />GAMAYO, SANCHEZ
<br />ITT°�`N O 8L ASSOCIATES, INC. NOTE: SEE FOUNDATION DETAILS FOR
<br />w N0. 1 FOOTING AND WALL REINFORCING
<br />Z o: STRUCTURAL & CIVIL ENGINEERS " CONSULTANTS
<br />O m 555 W. BENJAMIN HOLT DR. #324
<br />U STOCKTON, CA 95207
<br />G (209) 957-2384 D
<br />NO SCALE PIPES BELOW FOOTING
<br />NORTH COUNTY RECYCLING CENTER TRANSFER STATION TIPPING FLOOR REPAIRS Sheet No.
<br />TbUNTY OF SAN JOAQUIN AS SHOWN Z WALL EXTENSION
<br />GENERAL NOTES AND DETAILS (North County and Lovelace) 6 of 6
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE
<br />QVP, JCG
<br />t
<br />BEND DIA. ?
<br />TENSION LAP SCHEDULE
<br />CC 2500 PSI 4500 PSI
<br />90'BEND
<br />NO. TYP. T.B. TYP. T.B.
<br />GENERAL REQUIREMENTS
<br />DETAILS AND DIMENSIONS OF EXISTING CONSTRUCTION SHALL BE VERIFIED
<br />CONCRETE PROTECTION FOR REINFORCEMENTS (TO FACE OF BARS):
<br />o
<br />135'
<br />STIRRUPS &TIE REINFORCING
<br />BAR SIZE MIN. BEND DIA.
<br />BEND
<br />'�
<br />2" CLR.
<br />TMP'
<br />#3 18" 24" 14" 18"
<br />B4 24" 32' 18" 24"
<br />#5 30" 39" 23" 30"
<br />36
<br />N6 " 47" 27" 35"
<br />AT THE SITE BY THE CONTRACTOR AND ANY DISCREPANCY BETWEEN THE
<br />3" WHERE CONCRETE IS POURED AGAINST EARTH
<br />03 THRU #5 a BAR d
<br />#7 53" 69" 40" 51"
<br />PLANS AND EXISTING CONDITION SHALL BE PROMPTLY REPORTED TO THE
<br />2" WHERE CONCRETE IS EXPOSED TO EARTH BUT PLACED IN FORMS
<br />P6 THRU 08 6 BAR d
<br />#B 60" 78" 45" 59"
<br />S 5 2 - T.B. DENOTES TOP BARS. TOP BARS ARE
<br />STRUCTURAL ENGINEER. 1-1/2" FOR COLUMN TIES AND BEAM & GIRDER STIRRUPS "12d FOR k6 THRU #8 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"; SPACING
<br />IS LESS THAN 6", INCREASE LAPS
<br />BY 8%.
<br />AND WIND SPEED = 75 MPH, EXPOSURE C. _ _ SCHEDULE ALL LAPS SHALL BE A MIN. OF 12".
<br />1- REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, EXCEPT BEND DIAMETER 4d OR LAP SCHEDULE APPLIES TO Gr. 60 BARS.
<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 />STAGE AND SHALL NOT BE USED FOR CONSTRUCTION. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR BAR GRADE I BAR SIZE MIN. BEND DIA.
<br />AUTHORIZED BY THE STRUCTURAL ENGINEER. ALL GRADES #3 THRU #8 6 BAR d
<br />OF REINFORC'G #9, #10, /11 8 BAR d
<br />NOTE BEND DIAMETER IS MEASURED ON INSIDE OF BAR. rkN
<br />CONSTRUCTION SUPERVISION TIMBER CONSTRUCTION STANDARD HOOKSREBAR 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 RULE NO. 17 OF WEST COAST LUMBER INSPECTION BUREAU.
<br />& ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF
<br />AG
<br />CONSTRUCTION OR PROPER EXECUTION OF THE WORK SHOWN ON THESE PROVIDE SLEEVE x4'
<br />ALL LUMBER SHALL HAVE A MOISTURE CONTENT NOT TO EXCEED 797, AT 1/2" CLEAR ALL 0 O CORNER
<br />OF OF
<br />DRAWINGS. SAFETY METHODS AND TECHNIQUES ARE THE SOLE RESPONSIBILITY AROUND OPENING
<br />THE TIME OF FABRICATION OR INSTALLATION, WHICHEVER OCCURS FIRST. BACKFILLED 2-/5 O HEAD
<br />OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL MEASURES TRENCH OF OPENING
<br />NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH LUMBER GRADES, U.O.N.: PRESSURE -TREATED D.F. NO. 2 NO PIPE IS PERMITTED
<br />g MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING THROUGH FOOTING
<br />Ia FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION
<br />I� VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE — OPEN _
<br />i INSPECTION OF THE ABOVE ITEMS. STRUCTURAL ABBREVIATIONS -"III TRENCH
<br />C IIIIII ��-
<br />A.R. - ANCHOR ROD F.O.C. - FACE OF CONCRETE 11=III=III=1 IF 2-/5 FULL HEIGHT
<br />1O O O EA. JAMB
<br />Io A.F.F. -ABOVE FINISH FLOOR H.M.D. - HOLLOW METAL DOOR � DO 0 ENING
<br />FOUNDATION NOTES B.F.F. - BELOW FINISH FLOOR M.B. - ASTM A307 BOLT — — _ -
<br />Io D CONC. - CONCRETE (N) - NEW
<br />ALLOWABLE SOIL PRESSURES: 1500 PSF FOR TOTAL LOAD CONT. - CONTINUOUS N.T.S. - NOT TO SCALE 18" MIN. 18" MIN.
<br />1 2-#5
<br />F- 2000 PSF FOR DEAD LOAD + LIVE
<br />D. F. - DOUGLAS FIR P.T. - PRESSURE TREATED 2
<br />E*1 (E) - EXISTING 0. F. - OUTSIDE FACE
<br />LOAD +SEISMIC OR WIND LOAD NO PIPE PERMITTED
<br />o Z E.E. - EACH END RWD. - REDWOOD BELOW THIS LINE (N) CONC. FILL
<br />DSEE A 5
<br />�n > FOOTING ADJACENT TO EXISTING FOUNDATIONS SHALL PENETRATE SAME E.F. - EACH FACE S. B. - SOLID BLOCKING
<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 18;- 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 - - - #5 TOP BAR TO
<br />FOUNDATION WALL BACKFILL SHALL BE BROUGHT UP SIMULTANEOUSLY ON SHOWN, SEE A 5 FOR EXTEND 18" BEYOND
<br />C PIPES THROUGH WALL AND
<br />EACH SIDE SO THAT EARTH LEVEL ON ONE SIDE IS NEVER MORE THAN L E G E N D WALL &FTG. REINF. OPENING
<br />ELEVATION
<br />EIGHT INCHES HIGHER THAN THE OTHER SIDE, UNLESS APPROVED NO SCALE PIPE LOCATION NEAR FOOTING (N) FTG. SEE A 5
<br />u SHORING IS PROVIDED. (N) CONC. IN SECTION E NOTE: SEE A 5 FOR DETAILS NOT NOTED
<br />u 0 (E) CONC. IN SECTION = - ADDITIONAL REINFORCING 0 DOOR OPENING
<br />CONTINUOUS WOOD
<br />CONCRETE ® MEMBER IN SECTION NO PIPE IS PERMITTED
<br />WOOD BLOCKING THROUGH FOOTING AREA
<br />CONCRETE SHALL ATTAIN THE FOLLOWING COMPRESSIVE STRENGTHS AT PROVIDE SLEEVE 12"
<br />A SECTION OR DETAIL NO. /
<br />28 DAYS WITH A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD: StCLEAR 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 III
<br />ALL OTHER CONCRETE: 2500 PSI SECTION OR DETAIL NO. I�
<br />N
<br />"D S1, S2 SHEET NOS. WHERE DET.
<br />A
<br />REINFORCEMENTS, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS IS TAKEN (IF SHOWN) - - - - - - - 9_____
<br />0 SCALE o x
<br />III
<br />3/4"=1'-O"-1 MIN I,III
<br />SHALL BE POSITIVELY SECURED IN PLACE PRIOR TO PLACING CONCRETE. I <
<br />> =1 =
<br />m
<br />o �G— — —
<br />GAMAYO, SANCHEZ
<br />ITT°�`N O 8L ASSOCIATES, INC. NOTE: SEE FOUNDATION DETAILS FOR
<br />w N0. 1 FOOTING AND WALL REINFORCING
<br />Z o: STRUCTURAL & CIVIL ENGINEERS " CONSULTANTS
<br />O m 555 W. BENJAMIN HOLT DR. #324
<br />U STOCKTON, CA 95207
<br />G (209) 957-2384 D
<br />NO SCALE PIPES BELOW FOOTING
<br />NORTH COUNTY RECYCLING CENTER TRANSFER STATION TIPPING FLOOR REPAIRS Sheet No.
<br />TbUNTY OF SAN JOAQUIN AS SHOWN Z WALL EXTENSION
<br />GENERAL NOTES AND DETAILS (North County and Lovelace) 6 of 6
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE
<br />QVP, JCG
<br />
|