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A B CA D E F G H
<br /> REY[SID DESCRIPTION BY APP DATE c
<br /> GENERAL NATES CONCRETE AND REINFORCING STEEL MASONRY
<br /> I. 'TYPICAL DETAILS AND NOTES SHALL APPLY UNLESS OTHERWISE SHOWN OR NOTED ON "''4 ` 7-r
<br /> PLANS. i. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-89. I. CONCRETE BLOCX UNITS SHALL CONFORM TO ASTM C-90 GRADE N, TYPE I WITH
<br /> 2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN 2' THE MINIMUM 20 DAY STRENGTH AND TYPE OF CONCRETE SHALL BE AS FOLLOWS€ 1900 PSI MEN. COMPRESSIVE STRENG€H. F'm = 1500 PSI.
<br /> FOR SIMILAR CONDITION. ALL NON-STRUCTURAL CONCRETE .................ISO PCF, F'c = 2500 PSI 2. MORTAR SHALL BE TYPE 5 CONFORMING 70 UBC STANDARD 24-20, 1800 PSI,
<br /> 3. CONSTRUCTION SHALL CONFORM TO ALL APP41CABLE CODES ANO REGULATIONS. CONCRETE FOR LIQUID-CONTAINING STRUCTURES .. ISO PCF, F-c = 3500 PSI 3. GROUT SHALL CONFORM TO UBC 1991 WITH 2000 PSI MINIMUM. ABBREVIATIONS
<br /> 4. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW 8Y THE ALL OTHER STRUCTURAL CONCRETE............... ISO PCF, F'c = 3000 PSI 4. REINFORCING STEEL SHALL BE THE SAME AS NOTE 5 UNDER CONCRETE, fru
<br /> ENGINEER ON ALL STRUCTURAL STEEL AND REINFORCING STEEL. 3. CEMENT SHALL CONFORM TO ASTM C-150 TYPE 11, S. LAP ALL BARS 48 BAR DIAMETERS. nDDNL. ............... AOD€TIONnL 5
<br /> ENGP DRAWINGS: CONTRACTOR AGREES THAT SHOP DRAWING SUBMITTALS PROCESSED 8Y THE 4, CONCRETE AGGREGATES€ NATURAL SAND AND ROCK AGGREGATES CONFORMING TO ASTM 6. DRILL THROUGH STEEL BEAMS TO PASS REBAR II" DIA. MAXIMUM€. A g AGGREGATE BASE
<br /> ENGINEER ARC NOT CHANGE ORDERS AND THAT THE PURPOSE OF SHOP DRAWING SUBMITTALS C-33. 7. BEFORE BLOCK IS PLACED ON ERICRETE, THOROUGHLY CLEAN CONCRETE ST ALL ARCH. ................ ARCHITECTURAL
<br /> BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR S. REINFORCING SHALL CONFORM TO ASTM A615 GRADE S0, EXCEPT STIRRUPS AND TIES LAITANCE AND ALL LOOSE MATERIAL. ROUGHEN RE IN A CONCRETE CONSTRUCTION JOINT. BETW BETWEEN
<br /> UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL HE INTENDS TO SHALL BE GRADE 40. B. CF THE
<br /> BLOCK MASONRY SHALL BE BUILT TO BS SHALL THE UNOBSTRUCTED CONTINUITY BEV. ................. BEVELED
<br /> FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS S. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1,4 USING PROPER LOW OF TH£ VERTICAL CELLS. WALLS AND CROSS WEBS SHALL 8E FULL BEDDED IN MORTAR
<br /> HE INTENDS TO USE,
<br /> HYDROGEN ELECTRODES. 7ACX WELDING TO REBAR 15 STRICTLY PROHIBITED. SEE "RERAR GROUT. ALL HEAD OR ENO JOINTS SHALL BE: SOLIDLY FILLED WITH MORTAR FOR A BM. """"""""" BEAM
<br /> S. SAFETY NOTE: WELDING"• DISTANCE IN Fft0}A THE FACE OF THE WALL DR UNIT NOT LESS THAN THC THICKNESS OF BOTT. ................ BOTTOM
<br /> gRG ................. BEARING
<br /> .
<br /> Al IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS T• REINFORCING STEEL SHALL 8E DETAILED, FABRICATED, AND INSTALLED ACCORDING TO THE LONGITUDINAL FACE SHELLS. BERG. ................ CHECKERED PLATE
<br /> OF THE "CONSTRUCTION SAFETY ORDERS' ISSUED BY THE STATE OF CALIFORNIA, LATEST MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" BY WCRSI. 9. VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO
<br /> EDIfIONr AND ALL OSHA REOUIREME14TS AS THEY APPLY TO THIS PROJECT. B• WIRE FABRIC SHALL CONFORM TO ASTM A-€05. MAINTAIN A CLEAR UNOBSTRUCTED, CONTINUOUS VERTICAL CELL MEASURING HOTLESS THAN CLR. CLEAR
<br /> ••.. CENTER LINE
<br /> 9. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS 2' x 3" CL. . DIP
<br /> BE THE ENGINEER AND THE OWNER 00 NOT ACCEPT ANY RESPONSIBILITY FOR THE AND DENOTE CLEAR COVERAGE. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE SHALL BE 10. CLEAN OUT OPENINGS SHALL BE PROVIDED A€ 7HE BOTTOMS OF ALL CELLS TO BE C.0. ................. CENTER TO CENTER
<br /> CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. C.M.0. ............... CONCRETE MASONRY UNIT
<br /> C€ THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF AS FOLLOWS€ FILLED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR POUR OF GROUT IS IN
<br /> ALL FORMS AND SHORING REQUIRED. COL. ............ .. COLUMN
<br /> CONCRETE DEPOSITED DIRECTLY AGAINST GROUND EXCESS OF 4'-0' IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR[EXCEPT SLABS€ ........................................... CONC. ................ CONCRETE
<br /> 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS# PROPERTY LINES, ETC. ON """"•""""'•'•••"'••••••'••••••• 3" DEBRIS SHALL BE REMOVED FROM INSIDE OF SUCH CELLS, THE CLEANOUTS SHALL BE CpNSTR JT. ........... CONSTRUCTION JOINT
<br /> THE JOB, FORMED CONCRETE EXPOSED TO WEATHER OR GROUND OR SCALED AFTER INSPECTION AND BEFORE GROUTING. CONT, fCONTIN,I,,,,,,, CONfINUDUS
<br /> 7. CONTRACTOR SHALL NOTIFY THE ENG)NEER WHERE A COZ,t'LICT OCCURS ON ANY OF THE LIDUlD -- I16 AND LARGED ..................... 2" It. VER7€CAL REINFORCI FIG SHALL BE HELD IN POSITION AT TOP AND 80TTOM AM AT
<br /> C.J. CONTROL JOINT (CONTRACTION JOIN€3
<br /> CONTRACT DRAWINGS OR DOCUMENTS. CONTRACTOR IS NOT TO ORDER MATERIAL OR 45 AhtD SMALL[ I-J/2^ INTERVALS NOT EXCEEDING 192 BAR DIAMETERS• "'•""""""
<br /> BEAMS €TOP BARS1..............'.............................. I-I/2" €2. WHEN GROUTING IS STOPPED EOR ONE HOUR OR LONGER, HORIZONTAL CON$TRIJCTIQN DIA' """"""••••• DIAMETER
<br /> CONSTRUCT ANY PORTION OF STRUCTURES THAT !S IN CONFLICT UNTIL CONFLICT t5 DIM. DIMENSION
<br /> RESOLVED WITH THE AFFECTED PARTIES. BEAMS €ALL OTHER MAIN RE€€JFORCING}.............................. 2' JOINTS SHALL B£ FORMED BY STOPPING THE POUR 1-I/2' BELOW THE 70P OF TH£
<br /> COLUMN MAIN REINFORCING .................... 2" UPPERMOST UNIT, DN. .................. DOWN L
<br /> WALLS AND SLABS ]INTERIOR DRY FACES).......................... 3/4- E3. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN 2 BARS ARE USED# EA. .................. EACH
<br /> CONSTRUCTION LOADS SLABS ON GROUND WITH ONE LAYER OF STAGGER LAPS 6'-0' MINIMUM. E.F. ................. EACH FACE
<br /> REINFORCEMENT E.J. ,,,,,..•,...•.,•, EXPANSION JOINT
<br /> . POSITION IN CENTER OF SLAB. 14. PROVIDE DOWCL TO FOUNDATION OF EQUAL DIAMETER AND 48 BAR DIAMETER LAP TO
<br /> STRUCTURES HAVE BEEN DESIGNED FOR OWNER'S OPERATIONAL LOADS ON THE FINISHED 10. A) ALL BARS SHALL HAY[ A CLASS 8 MIN€MUM EL, [ELL..) ELEVATION SPLICE LAP UNLESS OTHERWISE EACH VERTICAL BAR IN WALLS, PIERS, COLUMNS, ETC. DOWELS SHALL BE
<br /> STRUCTURES. DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY BRACING NOTED. SEE "REINFORCEMENT LAP SPLICES IN INCHES", STRAIGHT AND PLUMB. E.W.F. ELECTRICALLY WELDED FABRIC
<br /> AND BALANCING WHEREVER EXCESSIVE E0. EQUAL CONSTRUCTION LOADS MAY OCCUR. BACKFILL SHALL 0) DOWEL ALL VERTICAL REBARS IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME I5. ALL CONCRETE BLOCK UNITS SHALL BE OPEN END BOND BEAM UNITS.
<br /> BE PLACED AROUND STRUCTURES SYMMETRICALLY AND UNIFORMLY SO THAT LOADS AGAINST SIZE BAR, E.N. ................. EDGE N4ILIING
<br /> STRUCTURES ARE INTRODUCED IN BALANCE. LIQUID-CDNTAFNFNG STRUCTURES SHALL BE CT SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART, L S. ................. EDGE OF SLABE.W. ................. EACH ri".Y
<br /> TESTED FOR WATER-TIGHTNESS BEFORE RACKFILLING - SEE SPECS. 0) SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: BOT70M BARS STRUCTURAL STEEL SUBMIT SHOP DRAWINGS BEFORE FABRICATING( FACE,,,, FACE Of BLOCK
<br /> Bib
<br /> AT -SPAN, TOP BARS AT CENTERLINE OF SUPPORT, UNLESS NOTED OTHERWISE.
<br /> .............
<br /> �.. R FIC. ................. FACE OF CONCRETE
<br /> E) SPLICE CONTINUOUS BARS IN BEAMS, SPANDRELS# WALL BEAMS ETC. AS FOLLOWS: I. FABRICATIRN, ERECTION AND MATERIALS SHALL CONFORM WITH THE RISC
<br /> INSPECTION NOTES BOTTOM BARS A7 CENTERLINE OF SUPPORT# TOP BARS AT MIOSPAN, UNLESS NOTED SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR F.O. ................. FLOOR GRAIN
<br /> IL �., OTHERWISE. BUILDINGS AND UBC, €99E EDITION. FIN. FL R. ............ FINISHED FLOOR
<br /> 2, STRUCTURAL STEEL SHALL CONFORM TO ASTM A-3S. FIN. GRD. ............ FINISHED GRADE
<br /> FIRS
<br /> REINFORCING ALL BARS SHALL BE RUN INA MANNER THAT FORMS A CONTINUOUS SYSTEM OF FLG. FLANGE
<br /> I. GENERAL: INSPECTOR SHALL 8E PRESENT DURING THE OPERATIONS LISTED BELOW. BARS TYINC ALL PARTS OF THE STRUCTURE TOGETHER. EXTEND ALL REINFORCING BARS AS 3. PEPS COLUMNS SHALL CONFORM TO ASTM A53, TYPE E OR Sr GRADE S. ,,,_
<br /> 2. CONCRETE: DURING THE TAKING OF TEST SPECIMENS ANO PLACING OF ALL REINFORCED EAR AS POSSIBLE IN EACH 4. TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B. FTG• ............. FOOTING
<br /> CONCRETE AND PNEUMATICALLY PLACED CONCRETE. CH CONCRETE MEMBER AND TERMINATE BAR 70 PROVIDE 2" OF
<br /> CONCRETE COVER OVER END QF BAR OR FACE OF BEND. 5. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH "AWS" Ga. .................. GAGE
<br /> 3. REINFORCING STEEL; G.A,F. ............... GALVANIZE AFTER FABRICATION
<br /> CI BEAM STIRRUPS AND COLUMN TIES SHALL HOOK €35 DEGREES AROUND A CORNER BAR STANDARDS. USING ONLY CERTIFIED WELDERS. ALL BUTT WELDS SHALL HAVE COMPLETE
<br /> A€ DURING THE PLACING OF REINFpRC:N€G STEEL FOR ALL STRUCTURAL CONCRETE. UNLESS OTHERWISE SHOWN, PENETRATION. ALL EXPOSED BUTT WELDS SHALL BE GROUND.
<br /> GALY. ........ GALVANIZED
<br /> BI DURING PLACING OF ALL INSERTS.
<br /> IT. GENERAL: H.R. ................. HAND RAIL
<br /> 6. PLACE NON-SHRINK GROUT UNDER ALL BEARINGS ON CONCRETE OR MASONRY BEFORE
<br /> 4. WELDING: DURING ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCING AF NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SLABS, BEAMS# WALLS OR GRADE ADDING VERTICAL LOAD. H A ...... H£AOED ANCHOR 3
<br /> STEEL. BEAMS UNLESS SPECIFICALLY DETAILED. T. ALL STRUCTURAL STEEL SHALL BE ERCCTED PLUMB AND TRUE TO LINE, TEMPORARY H. HIGH
<br /> 8) REFER TO ARCHITECTURAL, STRUCTURAL# AND MECHANICAL DRAWINGS FOR ALL BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS IS H.S,B. HIGH STRENGTH BOLT
<br /> OPENINGS, FLANGES, MOULDS, GROOVES, CLIPS AND GROUNDS TO BE CAST IN CONCRETE. PROVIDED TO ADEQUATELY BRACE THE STRUCTURE, HORIZ. HORIZONTAL
<br /> FOUNDATIONS 12. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THE B. HOLES FOR BOLTS SHALL BE OF THE SAME NOMINAL DIAMETER AS THE BOLT PLUS 1/16". K.P. ................. KICK PLATE
<br /> `�" e SURFACE, CONCRETE MAY BE ROUGHENED BY CHIPPING THE ENTIRE SURFACE, 9. USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE, L. LONG
<br /> 1. REFER TO RECOWENDATIONS IN GEOTECHNICAL REPORT BY J.N. KLEINFELDER 6 SANDBLASTING, OR HOSING THE SURFACE 4 TO S HOURS AFTER THE POUR WITH A FINE 10. PROVIDE 1/2" DIAMETER STITCH BOLTS AND RING FILLS, SPACED At NOT MORE THAN L.S. ................. LAG SCREW
<br /> 2'-0" ON CENTERS FOR ALL DOUBLE ANGLE MEMBERS. .. MANUFACTURER MANUF. .............
<br /> ASSOCIATES, FILE N0. 2O-2SS2-04, DATED DECEMBER 20. 1988. SPRAY.
<br /> 2. BEARING SOIL IS CLASSIFIED AS ENGINEERED FILL WITH AN ALLOWABLE 13. REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACING ANY CONCRETE. 11, WRAP STRUCTURAL STEEL EMBEDDED IN CONCRETE WITH 13M-W1.4XwI.4 E,W,F, DO MAX• ...............,. MAXIMUM
<br /> BEARING PRESSURE OF 3500 PSF D.L, + L.L. 14. REINFORCING. DOWELS, BOLTS? ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN NOT PAINT EMBEDDED AREAS. M.B. ................. MACHINE SOL€
<br /> 000 PSF D.L. + L.L. ............. ELECTRICAL BUILDING CONCRETE SHALL HE SECURELY POSITIONED BEFORE PLACING CONCRETE. OBTAIN APPROVAL MECH. ............•.•. FA£CHANICAL
<br /> 8000 12. HIGH STRENGTH BOLTS SHALL BE 3/4" DIA, ASTM A-325 F U.N.O. SEE
<br /> MIN, ................. MINIMUM
<br /> F D.L. + L.L. ••••••••••... PUMP STATION OF ALL AFFECTED 7RapE5 PRIOR iD PLACING CONCRETE. SPECIFICATIONS.
<br /> 3. BOTTOM ELEVATION OF FOOTINGS NOTED THUS ON FOUNDATION PLAN: -I 15. MAXIMUM FREE FALL OF CONCRETE SHALL BE 4 -0". N.T.S. ............... NOT TO SCALE
<br /> O.H. ................. OPPOSITE HAND
<br /> 4• THE FOOTINGS SHALL BEAR ON FIRM, DRY OR ENGINEERED FILL WITH A I6. WALLS SHALL BE PLACED IN HORIZONTAL LAYERS OF 2'-G" MAX. DEPTH.
<br /> 17. CONCRETE IN WALLS, PIERS, OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE WELD€NG-REQUIREMENTS PL PLATE
<br /> PLATE
<br /> MINIMUM PENETRATION OF IB INCHES. SEE GE O7ECH REPORT. REI
<br /> 6REINFORCING
<br /> 5. EXCAVATIONS SHALL BE CLEANED OF ALL DEBRIS. STANDING WATER SHALL BE REMOVED. PLACING CONCRETE IN BEAMS, SPANDRELS# OR SLABS SUPPORTED THEREON. IL W KLQ
<br /> €. WELDINGSHALL BE DONE BY THE ELECTRIC ARC OR THE ELECTRO-FLUX PROCESS IN DIA. .... ROUND, DIAMETER,. ALL FOOTINGS SHALL BE FARMED. FOUNDATIONS MAY BE PLACED IN NEAT EXCAVATIONS 18. REINFORCE ALL SLABS ON GRADE AS SHOWN (IN DRAWINGS.
<br /> PROVIDED WRITTEN PERMISSION IS OBTAINED FROM THE ENGINEER AND FOOTINGS 19, HORIZONTAL WALL BARS IN DOUBLE LAYER WALLS SHALL BE STAGGERED, USE kRE 0'D. ............... REOUIREO
<br /> SIM.
<br /> 2 ACCORDANCE WITH "A.S.M.E." STANDARDS, USING ONLY CERTIFIED WELDERS, ALL BUTT
<br /> ARE INCREASED 2- IN WIDTH. SEE TYPICAL DETAIL, SPREADERS APPROXIMATELY EVERY THIRD tNTER$CCTION EACH DIRECTION FOR ALL DOUBLE WELDS SHALL HAVE COMPLETE PENETRATION. ALL WELDS SHALL BE CLEANED OF SLAG •..••..... . ... SIMILAR
<br /> T. NOTIFY THE ENGINEER 48 HOURS BEFORE PLACING FOUNDATIONS. LAYER WALLS. PLACE SPREADERS IN VERTICAL LINES WITH FORM TIES. BEFORE GALVANIZING. S.S. ................. STAINLESS STEEL
<br /> 0. NO WOOD SPREADERS ARE ALLOWED. NO WOOD STAKES ARE ALLOWED IN AREAS TO BE STIFF. ............... STIFFENER 2
<br /> CONCRETED. STAr,, STAGGER
<br /> 21. MINIMUM WALL REINFORCING SHALL BE: REINFORCEMENT LAP SPLICES IN INCHES So. .................. 500ARE
<br /> HATER STOPS FOR CONCRETE CONST. WALL THICKNESS SYM. I................ SY€RAE TRI CAL
<br /> SINGLE LAYER DOUBLE LAYER r <
<br /> �� ... TOP AND BOTTOM
<br /> T" OR LESS T & B .............
<br /> I. ALL WATER STOPS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS "•••"•••••• k4 AT E2' cc E.W. BAR SIZE M4 k4 k5 k6 N7 k6 M9 klp Nil T.0.6. ............... TOP OF BLOCK
<br /> TO GIVE A WATERTIGHT JOINT. 8" ..................... 44 AT 10" cc E.W. SPLICE F'c (P511 GR 40 GRADE 60
<br /> 9" AND 10' T.O.0. ............... TOP OF CONCRETE
<br /> 2. WATER STOPS SHALL BE CAREFULLY TIO POSITIONED IN PLACE ANp SUPPORTED AS REQUIRED •....."""......•".....•........... k4 AT IS' cc E,W, 18 28 35 42 49 59 T4 94 116 TOP T,5. TOP OF SLAB
<br /> EF' AND 12" ....._.. BARS .................
<br /> TO REMAIN IN PLACE DURING OPERATIONS. •••••••••••••••-•••••••••• N4 AT 12' cc E.W.EwCLASS 3000 7,0,5. ............... TOP OF STEEL
<br /> 22. CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR ENGINEER'S REVIEW PRIOR TO B 14 22 27k31845 57 73 89 BATT T,W, ...... TOP OF WALL
<br /> 3. WA7ERSTOPS MUST BE USED WHERE LIQUID OR EARTH RETAINING STRUCTURES ARE ADJACENTBARS """""'
<br /> TO DRY AREAS OF THE STRUCTURE AND WHERE LIQUID RETAINING STRUCTURES ARE EXPOSED PLACING CONCRETE. TVP. ............... TYPICAL
<br /> 10
<br /> TO THE EXTERIOR. 23. NOTIFY THE ENGINEER 48 HOURS PRIOR 70 PLACING CONCRETE, 17 2S 3Z]b
<br /> 5q 69 67 107 TOPUN O.'[U.O.N.1 ...... UNLESS NOTED OTHERWISE
<br /> CLA55 3500 BARS VERT. ,,,•„ VERTICAL4. LIQUID RETAINING STRUCTURES MUST BE TESTED FOR WATER TIGHTNESS (SEE SPECS), B BORTWATERSTOPS MAY BE USED TO ASSURE WATERTIGHTNESS AT CONTRACTOR'S OPTION. P2 42 53 67 83 BARS W-5. .............I... WATERSTOP
<br /> VERTICAL
<br /> REBAR WELDING w. ................... WIDE
<br /> .:. ,. TOP BARS REFERS TO ANY HORIZONTAL REINFORCEMENT SO PLACFO THAT MORE THAN 12" OF W P .. WORKING POINT
<br /> ALL REBAR TO BE WELDED SHALL BE CONTINUOUSLY INSPECTED BY A GUALFFIED ICONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT.
<br /> LABORATORY. CONTRACTOR MUST FURNISH TO THE LABORATORY MILL CERTIFICATES
<br /> SHOWING CHEMICAL ANALYSIS. ALL PREHEATING AND WELDING SHALL BE GONE IN
<br /> ACCDRDANCE WITH AWS DI.4 STANDARDS (LATEST EDITION),
<br /> 'NrtxeH.kN.a:'n
<br /> Ib.1610
<br /> �,l � swcr+rvE�rcn
<br /> THIS DRAWING IS REDUCED Cole/Yee/Schukerl k A®ocl.tee
<br /> Skrurkur•1 Lu�lneerr. InarorPonted
<br /> TO HALF SIZE Suitt 200 2300 Venture Oake Way
<br /> SCAL
<br /> M1
<br /> Ser....Io C..VAM 018/00-em20
<br /> DATE DRA WN STH
<br /> NONE nSUBMITTED DIM" AND STOWELL FLAG CITY
<br /> ORA
<br /> NONE llGI19T IgeT4 � MIMt( NUMBER SHEETtaf€nkagR
<br /> DRAWN LEL RECOMMENDED
<br /> FXE SAN JOAOUIN CO.. CALIFORNIA CHECKED WHR APPROVED CONSULTING ENOWEERa WASTEWATER TREATMENT FACILITIES TYPICAL STRUCTURAL NOTES S1
<br /> 93423 SACRAMIE.NTO, CALFORHIA 22 of 44
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