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<br />A . B
<br />GENERAL NOTES
<br />IGDSFILE.94055]51, GEN
<br />I. TYPICAL DETAILS AND NOTES SHALL APPLY UNLESS OTHERWISE SHOWN OR NOTED ON
<br />PLANS.
<br />2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME NATURE AS SHOWN
<br />FOR SIMILAR CONDITION.
<br />3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.
<br />4. PRIOR TO FABRICATION; SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE
<br />ENGINEER ON ALL STRUCTURAL STEEL AND REINFORCING STEEL.
<br />SHOP DRAWINGS: CONTRACTOR AGREES THAT SHOP DRAWING SUBMITTALS PROCESSED BY THE
<br />ENGINEER ARE NOT CHANGE ORDERS AND THAT THE PURPOSE OF SHOP DRAWING SUBMITTALS
<br />BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR
<br />UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL HE INTENDS TO
<br />FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS
<br />HE INTENDS TO USE.
<br />5. SAFETY NOTE:
<br />A) IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS
<br />OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIAr LATEST
<br />EDITIONP AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT.
<br />B) THE ENGINEER AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE
<br />CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.
<br />C) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF
<br />ALL FORMS AND SHORING REQUIRED.
<br />6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS) ELEVATIONSP PROPERTY LINES) ETC. ON
<br />THE JOB.
<br />7. CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE A CONFLICT OCCURS ON ANY OF THE
<br />CONTRACT DRAWINGS OR DOCUMENTS. CONTRACTOR IS NOT TO ORDER MATERIAL OR
<br />CONSTRUCT ANY PORTION OF STRUCTURES THAT IS IN CONFLICT UNTIL CONFLICT IS
<br />RESOLVED WITH THE AFFECTED PARTIES.
<br />CONSTRUCTION LOADS
<br />IGDSFILE.94055]SI, LOADS
<br />STRUCTURES HAVE BEEN DESIGNED FOR OWNER'S OPERATIONAL LOADS ON THE FINISHED
<br />STRUCTURES. DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY BRACING
<br />AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. BACKFILL SHALL
<br />BE PLACED AROUND STRUCTURES SYMMETRICALLY AND UNIFORMLY SO THAT LOADS AGAINST
<br />STRUCTURES ARE INTRODUCED IN BALANCE. LIQUID -CONTAINING STRUCTURES SHALL BE
<br />TESTED FOR WATER -TIGHTNESS BEFORE BACKFILLING - SEE SPECS.
<br />INSPECTION NOTES
<br />[GDSFILE.9d0557S1, INSP
<br />I. GENERAL: INSPECTOR SHALL BE PRESENT DURING THE OPERATIONS LISTED BELOW.
<br />2. CONCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED
<br />CONCRETE AND PNEUMATICALLY PLACED CONCRETE.
<br />3. REINFORCING STEEL:
<br />Al DURING THE PLACING OF REINFORCING STEEL FOR ALL STRUCTURAL CONCRETE.
<br />B) DURING PLACING OF ALL INSERTS.
<br />4. WELDING: DURING ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCING
<br />STEEL.
<br />FOUNDATIONS
<br />[GDSFILE.94055151, FOUND
<br />I. REFER TO RECOMMENDATIONS IN GEOTECHNICAL REPORT BY J.H. KLEINFELDER &
<br />ASSOCIATES, FILE NO. 20-2662-04, DATED DECEMBER 20, 1988.
<br />2. BEARING SOIL IS CLASSIFIED AS ENGINEERED FILL WITH AN ALLOWABLE
<br />BEARING PRESSURE OF 3500 PSF D.L. + L.L.
<br />3000 PSF D.L. + L.L. ............. ELECTRICAL BUILDING
<br />8000 PSF D.L. + L.L. ............. PUMP STATION
<br />3. BOTTOM ELEVATION OF FOOTINGS NOTED THUS ON FOUNDATION PLAN: -(2
<br />4. THE FOOTINGS SHALL BEAR ON FIRM, DRY OR ENGINEERED FILL WITH A
<br />MINIMUM PENETRATION OF 18 INCHES. SEE GEOTECH REPORT.
<br />5. EXCAVATIONS SHALL BE CLEANED OF ALL DEBRIS. STANDING WATER SHALL BE REMOVED.
<br />6. ALL FOOTINGS SHALL BE FORMED. FOUNDATIONS MAY BE PLACED IN NEAT EXCAVATIONS
<br />PROVIDED WRITTEN PERMISSION IS OBTAINED FROM THE ENGINEER AND FOOTINGS
<br />ARE INCREASED 2" IN WIDTH. SEE TYPICAL DETAIL.
<br />7. NOTIFY THE ENGINEER 48 HOURS BEFORE PLACING FOUNDATIONS.
<br />WATERSTOPS FOR CONCRETE CONST.
<br />EGDSFILE.94055]Sll WATER
<br />I. ALL WATER STOPS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS SPECIFICATIONS
<br />TO GIVE A WATERTIGHT JOINT.
<br />2. WATER STOPS SHALL BE CAREFULLY POSITIONED IN PLACE AND SUPPORTED AS REQUIRED
<br />TO REMAIN IN PLACE DURING OPERATIONS.
<br />3. WATERSTOPS MUST BE USED WHERE LIQUID OR EARTH RETAINING STRUCTURES ARE ADJACENT
<br />TO DRY AREAS OF THE STRUCTURE AND WHERE LIQUID RETAINING STRICTURES ARE EXPOSED
<br />TO 1'HE EXTERIOR.
<br />4. LIQUID RETAINING STRUCTURES MUST BE TESTED FOR WATER TIGHTNESS (SEE SPECS).
<br />WATERSTOPS MAY BE USED TO ASSURE WATERTIGHTNESS AT CONTRACTOR'S OPTION.
<br />C
<br />CONCRETE AND REINFORCING STEEL
<br />[GDSFIL .94055751, CONC
<br />1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-89.
<br />2. THE MINIMUM 28 DAY STRENGTH AND TYPE OF CONCRETE SHALL BE AS FOLLOWS:
<br />ALL NON-STRUCTURAL CONCRETE .................150 PCF, F'c = 2500 PSI
<br />CONCRETE FOR LIQUID -CONTAINING STRUCTURES .. 150 PCF, F'c = 3500 PSI
<br />ALL OTHER STRUCTURAL CONCRETE ............... 150 PCF, F'c = 3000 PSI
<br />3. CEMENT SHALL CONFORM TO ASTM C-150 TYPE 11.
<br />4. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES CONFORMING TO ASTM
<br />C-33.
<br />5. REINFORCING SHALL CONFORM TO ASTM A615 GRADE 60, EXCEPT STIRRUPS AND TIES
<br />SHALL BE GRADE 40.
<br />6. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 USING PROPER LOW
<br />HYDROGEN ELECTRODES. TACK WELDING TO REBAR IS STRICTLY PROHIBITED. SEE "REBAR
<br />WELDING".
<br />T. REINFORCING STEEL SHALL BE DETAILED, FABRICATEDi AND INSTALLED ACCORDING TO
<br />MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" BY WCRS1.
<br />8. WIRE FABRIC SHALL CONFORM TO ASTM A-185.
<br />9. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS
<br />AND DENOTE CLEAR COVERAGE. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE SHALL BE
<br />AS FOLLOWS:
<br />CONCRETE DEPOSITED DIRECTLY AGAINST GROUND
<br />(EXCEPT SLABS) ................................................. 3"
<br />FORMED CONCRETE EXPOSED TO WEATHER OR GROUND OR
<br />LIQUID -- #6 AND LARGER ....................................... 2"
<br />#5 AND SMALLER .................................. 1-1/2"
<br />BEAMS (TOP BARS) ............................................ 1-1/2"
<br />BEAMS (ALL OTHER MAIN REINFORCING) .............................. 2"
<br />COLUMN MAIN REINFORCING ........................................ 2"
<br />WALLS AND SLABS (INTERIOR DRY FACES) .......................... 3/4"
<br />SLABS ON GROUND WITH ONE LAYER OF
<br />REINFORCEMENT .......................... POSITION IN CENTER OF SLAB.
<br />10. A) ALL BARS SHALL HAVE A CLASS B MINIMUM SPLICE LAP UNLESS OTHERWISE
<br />NOTED. SEE "REINFORCEMENT LAP SPLICES IN INCHES".
<br />B) DOWEL ALL VERTICAL REBARS IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME
<br />SIZE BAR.
<br />C) SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART.
<br />D) SPLICE CONTINUOUS BARS IN SOIL -BEARING GRADE BEAMS AS FOLLOWS: BOTTOM BARS
<br />AT MID -SPAM TOP BARS AT CENTERLINE OF SUPPORT, UNLESS NOTED OTHERWISE.
<br />E) SPLICE CONTINUOUS BARS IN BEAMS, SPANDRELSi WALL BEAMS ETC. AS FOLLOWS:
<br />BOTTOM BARS AT CENTERLINE OF SUPPORTY TOP BARS AT MIDSPAN, UNLESS NOTED
<br />OTHERWISE.
<br />F) REINFORCING BARS SHALL BE RUN IN A MANNER THAT FORMS A CONTINUOUS SYSTEM OF
<br />BARS TYING ALL PARTS OF THE STRUCTURE TOGETHER. EXTEND ALL REINFORCING BARS AS
<br />FAR AS POSSIBLE IN EACH CONCRETE MEMBER AND TERMINATE BAR TO PROVIDE 2" OF
<br />CONCRETE COVER OVER END OF BAR OR FACE OF BEND.
<br />G) BEAM STIRRUPS AND COLUMN TIES SHALL HOOK 135 DEGREES AROUND A CORNER BAR
<br />UNLESS OTHERWISE SHOWN.
<br />11. GENERAL:
<br />A) NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SLABS, BEAMS] WALLS OR GRADE
<br />BEAMS UNLESS SPECIFICALLY DETAILED.
<br />B) REFER TO ARCHITECTURAL, STRUCTURALS AND MECHANICAL DRAWINGS FOR ALL
<br />OPENINGS, FLANGESi MOULDS] GROOVES) CLIPS AND GROUNDS TO BE CAST IN CONCRETE.
<br />12. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THE
<br />SURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING THE ENTIRE SURFACE,
<br />SANDBLASTING, OR HOSING THE SURFACE 4 TO 6 HOURS AFTER THE POUR WITH A FINE
<br />SPRAY.
<br />13. REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACING ANY CONCRETE.
<br />14. REINFORCING, DOWELS; BOLTSi ANCHORS,' SLEEVESi ETC. TO BE EMBEDDED IN
<br />CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. OBTAIN APPROVAL
<br />OF ALL. AFFECTED TRADES PRIOR TO PLACING CONCRETE.
<br />15. MAXIMUM FREE FALL OF CONCRETE SHALL BE 4'-0".
<br />16. WALLS SHALL BE PLACED IN HORIZONTAL LAYERS OF 2'-0" MAX. DEPTH.
<br />17. CONCRETE IN WALLS, PIERSi OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE
<br />PLACING CONCRETE IN BEAMS, SPANDRELSi OR SLABS SUPPORTED THEREON.
<br />18. REINFORCE ALL SLABS ON GRADE AS SHOWN ON DRAWINGS.
<br />19. HORIZONTAL WALL BARS IN DOUBLE LAYER WALLS SHALL BE STAGGERED. USE #2
<br />SPREADERS APPROXIMATELY EVERY THIRD INTERSECTION EACH DIRECTION FOR ALL DOUBLE
<br />LAYER WALLS. PLACE SPREADERS IN VERTICAL LINES WITH FORM TIES.
<br />20. NO WOOD SPREADERS ARE ALLOWED. NO WOOD STAKES ARE ALLOWED IN AREAS TO BE
<br />CONCRETED.
<br />21. MINIMUM WALL REINFORCING SHALL BE:
<br />WALL THICKNESS SINGLE LAYER DOUBLE LAYER
<br />7" OR LESS ............. #4 AT 12" cc E.W.
<br />8" ..................... #4 AT 10" cc E.W.
<br />9" AND 10" ...................................... #4 AT 16" cc E.W.
<br />11" AND 12" ..................................... #4 AT 12" cc E.W.
<br />22. CONCRETE MIX DESIGN SHALL BE SUBMITTED FOR ENGINEER'S REVIEW PRIOR TO
<br />PLACING CONCRETE.
<br />23. NOTIFY THE ENGINEER 48 HOURS PRIOR TO PLACING CONCRETE.
<br />REBAR WELDING
<br />[GDSFILE.94055]SI, REWELD
<br />ALL REBAR TO BE WELDED SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED
<br />LABORATORY. CONTRACTOR MUST FURNISH TO THE LABORATORY MILL CERTIFICATES
<br />SHOWING CHEMICAL ANALYSIS. ALL PREHEATING AND WELDING SHALL BE DONE IN
<br />ACCORDANCE WITH AWS D1.4 STANDARDS (LATEST EDITION).
<br />E
<br />F
<br />G
<br />MASONRY
<br />[GDSFILE.94055151, MAS
<br />I. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C-90 GRADE N, TYPE I WITH
<br />1900 PSI MIN. COMPRESSIVE STRENGTH. F'm = 1500 PSI.
<br />2. MORTAR SHALL BE TYPE S CONFORMING TO UBC STANDARD 24-20; 1800 PSI.
<br />3. GROUT SHALL CONFORM TO UBC 1991 WITH 2000 PSI MINIMUM.
<br />4. REINFORCING STEEL SHALL BE THE SAME AS NOTE 5 UNDER CONCRETE.
<br />5. LAP ALL BARS 48 BAR DIAMETERS.
<br />6. DRILL THROUGH STEEL BEAMS TO PASS REBAR 11" DIA. MAXIMUM).
<br />7. BEFORE BLOCK IS PLACED ON CONCRETEi THOROUGHLY CLEAN CONCRETE OF ALL
<br />LAITANCE AND ALL LOOSE MATERIAL. ROUGHEN AS IN A CONCRETE CONSTRUCTION JOINT.
<br />8. CONCRETE BLOCK MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED CONTINUITY
<br />OF THE VERTICAL CELLS. WALLS AND CROSS WEBS SHALL BE FULL BEDDED IN MORTAR
<br />GROUT. ALL HEAD OR END JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A
<br />DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF
<br />THE LONGITUDINAL FACE SHELLS.
<br />9. VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO
<br />MAINTAIN A CLEAR UNOBSTRUCTED; CONTINUOUS VERTICAL CELL MEASURING NOT LESS THAN
<br />2" x 3".
<br />10. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS TO BE
<br />FILLED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR POUR OF GROUT IS IN
<br />EXCESS OF 4'-0" IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR
<br />DEBRIS SHALL BE REMOVED FROM INSIDE OF SUCH CELLS. THE CLEANOUTS SHALL BE
<br />SEALED AFTER INSPECTION AND BEFORE GROUTING.
<br />II. VERTICAL REINFORCING SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT
<br />INTERVALS NOT EXCEEDING 192 BAR DIAMETERS.
<br />12. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER; HORIZONTAL CONSTRUCTION
<br />JOINTS SHALL BE FORMED BY STOPPING THE POUR 1-1/2" BELOW THE TOP OF THE
<br />UPPERMOST UNIT.
<br />13. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN 2 BARS ARE USED;
<br />STAGGER LAPS 6'-0" MINIMUM.
<br />14. PROVIDE DOWEL TO FOUNDATION OF EQUAL DIAMETER AND 48 BAR DIAMETER LAP TO
<br />EACH VERTICAL BAR IN WALLS, PIERS, COLUMNS, ETC. DOWELS SHALL BE
<br />STRAIGHT AND PLUMB.
<br />15. ALL CONCRETE BLOCK UNITS SHALL BE OPEN END BOND BEAM UNITS.
<br />STRUCTURAL STEEL SUBMIT SHOP DRAWINGS BEFORE FABRICATING)
<br />10SFILE.94OSSIS1, STEEL
<br />I. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM WITH THE AISC
<br />SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
<br />BUILDINGS AND UBC, 1991 EDITION.
<br />2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36.
<br />3. PIPE COLUMNS SHALL CONFORM TO ASTM A53, TYPE E OR Si GRADE B.
<br />4. TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B.
<br />5. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH "AWS"
<br />STANDARDS, USING ONLY CERTIFIED WELDERS. ALL BUTT WELDS SHALL HAVE COMPLETE
<br />PENETRATION. ALL EXPOSED BUTT WELDS SHALL BE GROUND.
<br />6. PLACE NON -SHRINK GROUT UNDER ALL BEARINGS ON CONCRETE OR MASONRY BEFORE
<br />ADDING VERTICAL LOAD.
<br />T. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY
<br />BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS IS
<br />PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.
<br />8. HOLES FOR BOLTS SHALL BE OF THE SAME NOMINAL DIAMETER AS THE BOLT PLUS 1/16".
<br />9. USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE.
<br />10. PROVIDE 1/2" DIAMETER STITCH BOLTS AND RING FILLS, SPACED AT NOT MORE THAN
<br />2'-0" ON CENTERS FOR ALL DOUBLE ANGLE MEMBERS.
<br />11. WRAP STRUCTURAL STEEL EMBEDDED IN CONCRETE WITH 6X6-W1.4Xw1.4 E.W.F. DO
<br />NOT PAINT EMBEDDED AREAS.
<br />12. HIGH STRENGTH BOLTS SHALL BE 3/4" DIA. ASTM A-325 F U.N.O. SEE
<br />SPECIFICATIONS.
<br />WELDING -REQUIREMENTS
<br />EGDSFILE.94055151, WELD
<br />I. WELDING SHALL BE DONE BY THE ELECTRIC ARC OR THE ELECTRO -FLUX PROCESS IN
<br />ACCORDANCE WITH "A.S.M.E." STANDARDS, USING ONLY CERTIFIED WELDERS. ALL BUTT
<br />WELDS SHALL HAVE COMPLETE PENETRATION. ALL WELDS SHALL BE CLEANED OF SLAG
<br />BEFORE GALVANIZING.
<br />REINFORCEMENT LAP SPLICES IN INCHES
<br />rGDSF1LE.QAOSS1S1, RFINF
<br />BAR SIZE
<br />#4
<br />#4 1 #5 1 #6 1 #7 1 #8 1 #9 11 #10 # I I
<br />SPLICE
<br />F'c (PSI)
<br />GR 40
<br />GRADE 60
<br />CLASS
<br />B
<br />18
<br />28
<br />35
<br />42
<br />49
<br />59
<br />74
<br />94
<br />116
<br />TOPBARS
<br />ARS
<br />14
<br />22
<br />27
<br />32
<br />38
<br />45
<br />57
<br />73
<br />89
<br />BOTT
<br />BARS
<br />CLASS
<br />B
<br />17
<br />26
<br />32
<br />39
<br />45
<br />54
<br />69
<br />87
<br />107
<br />TOPBARS
<br />ARS
<br />13
<br />20
<br />25
<br />30
<br />35
<br />42
<br />53
<br />67
<br />83
<br />BOTT
<br />BARS
<br />TOP BARS REFERS TO ANY HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF
<br />CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT.
<br />VISI
<br />DESCRIPTION
<br />H
<br />BY I APP I DATE
<br />ABBREVIATIONS
<br />1GDSF1LE.940551S1r ABBR
<br />ADDNL. ............... ADDITIONAL
<br />A.B. ................. AGGREGATE BASE
<br />ARCH . ................ ARCHITECTURAL
<br />BETW. ................ BETWEEN
<br />BEV . ................. BEVELED
<br />BM . .................. BEAM
<br />BOTT. ................ BOTTOM
<br />BRG. ................. BEARING
<br />CHKD. ................ CHECKERED PLATE
<br />CLR. ................. CLEAR
<br />CL . .................. CENTER LINE
<br />C.0 . ................. CENTER TO CENTER
<br />C.M.0. ............... CONCRETE MASONRY UNIT
<br />COL . ................. COLUMN
<br />CONC. ................ CONCRETE
<br />CONSTR JT. ........... CONSTRUCTION JOINT
<br />CONT. (CONTIN.)....... CONTINUOUS
<br />C.J. ................. CONTROL JOINT (CONTRACTION JOINT)
<br />DIA . ................. DIAMETER
<br />DIM . ................. DIMENSION
<br />DN . .................. DOWN
<br />EA . .................. EACH
<br />E.F. ................. EACH FACE
<br />E.J. ................. EXPANSION JOINT
<br />EL. (ELEV.) .......... ELEVATION
<br />E.W.F. ............... ELECTRICALLY WELDED FABRIC
<br />EQ . .................. EQUAL
<br />E.N. ................. EDGE NAILIING
<br />E.S. ................. EDGE OF SLAB
<br />E.W. ................. EACH W',Y
<br />F.B. ................. FACE OF BLOCK
<br />F.0 . ................. FACE OF CONCRETE
<br />F.D. ................. FLOOR DRAIN
<br />FIN. FLR. ............ FINISHED FLOOR
<br />FIN. GRD . ............ FINISHED GRADE
<br />FLG. ................. FLANGE
<br />FTG . ................. FOOTING
<br />GA . .................. GAGE
<br />G.A.F. ............... GALVANIZE AFTER FABRICATION
<br />GALV. ................ GALVANIZED
<br />H.R. ................. HAND RAIL
<br />H.A. ................. HEADED ANCHOR
<br />H . ................... HIGH
<br />H.S.B. ............... HIGH STRENGTH BOLT
<br />HORIZ. ............... HORIZONTAL
<br />K.P. ................. KICK PLATE
<br />L. ................... LONG
<br />L.S. ................. LAG SCREW
<br />MANUF. ............... MANUFACTURER
<br />MAX . ................. MAXIMUM
<br />M.B. ................. MACHINE BOLT
<br />MECH. ................ MECHANICAL
<br />MIN . ................. MINIMUM
<br />N.T.S. ............... NOT TO SCALE
<br />O.H. ................. OPPOSITE HAND
<br />PL. .. PLATE
<br />REINF. ............... REINFORCING
<br />DIA . ................. ROUND, DIAMETER
<br />REQ'D. ............... REQUIRED
<br />SIM . ................. SIMILAR
<br />S.S. ................. STAINLESS STEEL
<br />STIFF . ............... STIFFENER
<br />STAB . ................ STAGGER
<br />SO . .................. SQUARE
<br />SYM. ................. SYMMETRICAL
<br />T & B ................ TOP AND BOTTOM
<br />T.O.B. ............... TOP OF BLOCK
<br />T.O.0. ............... TOP OF CONCRETE
<br />T.S. ................. TOP OF SLAB
<br />T.O.S. ............... TOP OF STEEL
<br />T.W. ................. TOP OF WALL
<br />TYP. ................. TYPICAL
<br />U.N.O. (U.O.N.) ...... UNLESS NOTED OTHERWISE
<br />VERT . ................ VERTICAL
<br />W.S. ................. WATERSTOP
<br />W . ................... WIDE
<br />W.P. ................. WORKING POINT
<br />L .'
<br />ti"' YMlam H. Richard_
<br />NO. 1610
<br />Exa. 63091
<br />StNctural Engineer
<br />Cole/Yee/Schubert k Associates
<br />`5�Y WW Structural Engineers, Incorporated
<br />Suite 2500 Venture Oaks Way
<br />RECORD DRAWING
<br />Sacramento,
<br />95
<br />to, Ca. 833 918/920-2020
<br />20
<br />SCALE DATE DESIGNED STH SUBMITTEDDEWANTE AND STOWELL FLAG CITY DRAW" NUMBER SWEET NUMBER
<br />AUGUST 1994
<br />NONE DRAWN LEL RECOMMENDED SAN JOAOU I N CO., CALIFORNIA TYPICAL STRUCTURAL NOTES
<br />PLE CHECKED WHR APPROVED CONSULTING ENGINEERS WASTEWATER TREATMENT FACILITIES
<br />93423 1 SACRAMENTO, CALIFORNIA ' 22 OF 44
<br />S
<br />L
<br />3
<br />N
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