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GENERAL STRUCTURAL NOTES STANDARD ABBREVIATIONS
<br /> A.B ANCHOR BOLT
<br /> ACI AMERICAN CONCRETE INSTITUTE
<br /> A. GENERAL D. CONCRETE (CONT'D.) E. REINFORCING STEEL (CONT'D.) A.G.S. ALL COMMON SURFACES
<br /> AISG AMERICAN INSTITUTE OF STEEL CONSTRUCTION H
<br /> 1. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE 4. CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY, STAMPED BY 3. WELDED WIRE FABRIC SHALL CONFORM t0 THE REQUIREMENTS OF ASTM 81064. LAPS IN AIS( AMERICAN IRON AND STEEL INSTITUTE T
<br /> AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY AN APPROPRIATELY LICENSED SPECIALTY ENGINEER, AND APPROVED BY THE WELDED WIRE FABRIC SHALL BE MADE SUCH THAT THE OVERLAP,MEASURED BETWEEN ALT. ALTERNATE W C o
<br /> ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ` x �" co r
<br /> REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY ASSUME ENGINEER OF RECORD, MIX DESIGNS SHALL INCLUDE THE PROJECT NAME AND OUTERMOST CROSS WIRE OF EACH FABRIC SHEET, IS NOT LESS THAN THE SPACING OF A.R. ANCHOR ROD 6'
<br /> c.0
<br /> THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR INDICATE THEIR USE WITHIN THE STRUCTURE. MIX DESIGNS SHALL BE PROPORTIONED TO CROSS WIRES PLUS 2 INCHES, ARCH'L. ARCHITECTURAL "" � x
<br /> AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE MINIMIZE SHRINKAGE AND HAVE PROVEN SHRINKAGE CHARACTERISTICS OF 0. 05% OR ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS w :� � N
<br /> ATS ANCHOR TIE-DOWN SYSTEM o M
<br /> STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD LESS BASED ON TESTING PER ASTM 0151. 4. RECTANGULAR PLATE DOWELS AND SMOOTH ROUND DOWELS USED AT CONTROL AND "„ tf =
<br /> AIDS AMERICAN WELDING SOCIETY Q M
<br /> PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE)EXPLICITLY SHOWN CONSTRUCTION JOINTS IN SLABS ON GRADE SHALL CONFORM TO ASTM A36. REFER TO W �Q M
<br /> ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD 5. IF USED, EARLY STRENGTH CONCRETE SHALL BE PROPORTIONED TO DEVELOP THE 28 TYPICAL CONTROL JOINTS IN SLAB ON GRADE DETAIL FOR SIZE, PLACEMENT, SPACING,
<br /> BF. BOUNDARY FASTENERS
<br /> B.F.F. BELOW FINISH FLOOR U) o
<br /> GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. .COMPRESSIVE STRENGTH AT THE AGE REQUIRED BY THE CONTRACTOR. ETC. RECTANGULAR PLATE DOWELS SHALL BE BY PNA CONSTRUCTION TECHNOLOGIES BOT. BOTTOM w o
<br /> CONTRACTOR SHALL SUBMIT TEST DATA FOR REVIEW BY THE STRUCTURAL ENGINEER TO (800-542-0214) OR OTHER MFR APPROVED BY ENGINEER INSTALL ALL PLATE DOWEL ERG. BEARING
<br /> 2, THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE SUBSTANTIATE THE CONCRETE STRENGTH At THE REQUIRED AGE. BASKET ASSEMBLIES PER MFR'S RECOMMENDATIONS. CANT. CANTILEVERED O v cz o
<br /> METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR C.J. CONTROL JOINT a
<br /> CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, LAGGING, 6. ALL CONCRETE SHALL BE NORMAL WEIGHT OF 145 POUNDS PER CUBIC FOOT USING 5. ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS G. C:)COMPLETE JOINT PENETRATION o� m N
<br /> � o '-
<br /> SHORING, BRACING,FORM-WORK, ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND HARD ROCK AGGREGATES CONFORMING TO ASTM C33 U.N.O. WHERE LIGHTWEIGHT "CLEAR" OR "CLRCENTER LINE." ARE TO CENTER OF STEEL. CLEAR COVER FOR NON-PRESTRESSED GER CLEAR DIMENSION TO FACE OF REBAR 00
<br /> o rn
<br /> PROPERTY DURING CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY CONCRETE IS SPECIFIED, CONCRETE SHALL BE 110 POUNDS PER CUBIC FOOT USING CONCRETE REINFORCING SHALL BE AS NOTED BELOW, U.N.O. ON PLANS OR DETAILS. COL. COLUMN C.0CD
<br /> SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS NOTED HEREIN IS AGGREGATES CONFORMING TO ASTM C330. THE AGGREGATE IN THE CONCRETE SHALL CLEAR COVER FOR PRESTRESSED CONCRETE AND FOR PRECAST CONCRETE CONT, CONTINUOUS
<br /> NOT EXCEEDED. BE WELL GRADED. THE NOMINAL MAXIMUM SIZE OF THE COARSE AGGREGATE SHALL BE MANUFACTURED UNDER PLANT CONTROL CONDITIONS SHALL BE PER ACI 316, SECTIONS CR51 CONCRETE REINFORCING STEEL INSTITUTE
<br /> 1 1/2" FOR SLABS ON GRADE N 1/2" MIX)AND 3/4" OR LESS FOR ALL OTHER CONCRETE, 20.6.1.3.2 AND 20.6.1.3.3, RESPECTIVELY. DIA. DIAMETER
<br /> 3. DESIGN OF ITEMS NOT PART OF THE PRIMARY STRUCTURAL SYSTEM (SUCH AS STAIRS, U.N.O. DIAD, DIAGONAL
<br /> RAILINGS, NON-STRUCTURAL WALLS) AND PREFABRICATED STRUCTURAL ITEMS (SUCH AS EXPOSURE CONDITION: COVER: DWG, DRAWING
<br /> FLOOR, ROOF TRUSSES)SHALL BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED 1, MAX. SLUMP SHALL BE 5 INCHES (EXCEPTION: WHERE ADMIXTURES/PLASTICIZERS HAVE E.F. EACH FAGS
<br /> ELECT. ELECTRICAL
<br /> ON THESE DRAWINGS. REFER TO SUBMITTALS SECTION FOR ITEMS THAT MUST BE BEEN INCLUDED IN MIX DESIGN TO IMPROVE WORKABILITY, SLUMP LIMIT SHALL BE CAST AGAINST AND PERMANENTLY 3" ELEV. ELEVATION
<br /> SUBMITTED FOR REVIEW AND FOR SUBMITTAL REQUIREMENTS. BASED ON ADMIXTURE MFR.'S RECOMMENDATIONS). MIX WATER SHALL BE CLEAN AND EXPOSED TO EARTH E.O.R. ENGINEER OF RECORD
<br /> POTABLE. EQ. EQUAL Store:
<br /> 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS WITH EXPOSED TO EARTH OR WEATHER EP END POST KETTLEMAN & L SACRAMENTO
<br /> ARCH'E. DRAWINGS AND RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO 6. PORTLAND CEMENT SHALL CONFORM TO ASTM 0150. TYPE V GEMENT SHALL BE USED (INCLUDING SLABS ON GRADE) ES END STUD(S)
<br /> START OF CONSTRUCTION. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS FOR CONCRETE IN CONTACT WITH EARTH. TYPE II GEMENT MAY BE USED ELSEWHERE. NO. 5 AND SMALLER 1 1/2" ESR EVALUATION SERVICE REPORT
<br /> E.W. EACH WAY LODI CA 95242
<br /> AND INSERTS FOR ARCH'L.,MECH., PLUMBING AND ELECTRICAL WITH APPROPRIATE CEMENT SHALL BE TYPE V WITH POZZOLAN WHERE CONCRETE IS IN CONTACT WITH SOIL NO. 6 AND LARGER 2"
<br /> F.F. FINISH FLOOR �
<br /> TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTAINING VERY SEVERE SULFATE EXPOSURE. FLR. FLOOR Restaurant #RC576
<br /> NOT EXPOSED TO WEATHER OR IN FRTW FIRE RETARDANT TREATED WOOD
<br /> 5, TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT 9. FLY ASH MAY BE USED IN CONCRETE, SUBJECT TO APPROVAL BY THE ARCHITECT, CONTACT WITH GROUND FT, FOOT
<br /> A SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION PROVIDED THE FOLLOWING CONDITIONS ARE MET: STRUCTURAL SLABS, WALLS, JOISTS FTG. FOOTING P4E-HV-M SCHEME A
<br /> SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE NO, 11 AND SMALLER 3/4" GA. GAUGE
<br /> SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. e.1. FLY ASH SHALL COMPLY WITH ASTM 0618. NO. 14 AND LARGER 1 1/2" GEB GENERA BEAM Professional of Record: NAME
<br /> BEAMS, COLUMNS (PRIMARY REINFORCEMENT, 1 1/2" G.S.N. GENERAL STRUCTURAL NOTES
<br /> G.T. GIRDER TRUSS
<br /> (o. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL 9.2. CEMENT CONTENT SHALL BE REDUCED A MINIMUM OF 15 PERCENT UP TO A MAXIMUM OF TIES, STIRRUPS, SPIRALS) HORIZ. HORIZONTAL
<br /> STRUCTURAL NOTES AND TYPICAL DETAILS. 25 PERCENT WHEN COMPARED TO AN EQUIVALENT CONCRETE MIX DESIGN WITHOUT FLY HSS HOLLOW STRUCTURAL SECTION
<br /> ASH. FLY ASH CONTENT SHALL NOT COMPRISE MORE THAN 35 PERCENT OF THE TOTAL 6. LAP SPLICES OF REINFORCING STEEL SHALL CONFORM TO TYPICAL REBAR LAP IAMPO INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS
<br /> 1. STANDARDS AND CODE REFERENCES NOTED IN THESE CONSTRUCTION DOCUMENTS CEMENTITIOUS CONTENT. THE WATER-GEMENT RATIO SHALL BE CALCULATED BASED ON SCHEDULE U.N.O. NO TACK WELDING OF REINFORCING BARS ALLOWED. LATEST ACI IBC INTERNATIONAL BUILDING CODE
<br /> REFER TO THE EDITIONS ADOPTED BY THE BUILDING CODE SPECIFIED IN THE BASIS THE TOTAL CEMENTITIOUS MATERIAL IN THE MIX. CODE AND DETAILING MANUAL APPLY. AT WALLS AND FOOTINGS, PROVIDE BENT IGC INTERNATIONAL CODE COUNCIL
<br /> PAR
<br /> FOR DESIGN. REFERENCES NOT SPECIFICALLY ADOPTED BY SAID BUILDING CODE CORNER BARS TO MATCH AND LAP WITH HORIZ, BARS AT ALL CORNERS AND I.D. INSIDE DIAMETER INFO. DESIGN
<br /> INFO. INFORMATION
<br /> REFER TO THE LATEST EDITION. e.3. CLASS F FLY ASH SHALL BE USED IN SULFATE RESISTANT CONCRETE WITH f'c EQUAL TO INTERSECTIONS U.N.O. VERT. WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. JT. JOINT
<br /> OR GREATER THAN 4000 PSI. CLASS C FLY ASH MAY BE USED ELSEWHERE. SPLICE TOP BARS AT CENTER LINE OF SPAN AND BOTTOM BARS AT THE SUPPORT IN K KIP (1,000 LBS)
<br /> 8. ALL INSPECTIONS REQUIRED BY THE BUILDING CODES, JURISDICTION, OR THESE PLANS SPANDRELS, BEAMS,GRADE BEAMS, ETC., U.N.O. ON PLANS OR DETAILS. KO. KNOCKOUT A r c h i t e c t u r a
<br /> SHALL BE PROVIDED BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING 10. WATER SOLUBLE CHLORIDE ION CONCENTRATIONS IN CONCRETE SHALL BE LIMITED PER KP KING POST
<br /> DEPARTMENT. SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN INSPECTION. RCI 318, SECTION 19.3.2.1, EXPOSURE GLASS "CI". 1. MECHANICAL SPLICE COUPLERS SHALL HAVE CURRENT ICC APPROVAL AND SHALL BE KSI KIPS PER SQUARE INCH KS KINGSTUD(S) Solutions Group
<br /> CAPABLE OF DEVELOPING 125% OF THE SPLICED BAR'S YIELD STRENGTH. 1 101 Central Expressway South
<br /> B. BASIS FOR DESIGN 11, TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH LLP LONG LEG HORIZONTAL Suite 100
<br /> LLV LONG EEG VERTICAL Allen, TX 75013
<br /> ASTM C94. 8. ALL REINFORCING SHALL BE BENT COLD. BARS SHALL NOT BE UN-BENT AND RE-BENT. LSL LAMINATED STRAND LUMBER
<br /> 1, BUILDING CODE: 2019 EDITION OF THE CALIFORNIA BUILDING CODE FIELD BENDING OF REBAR SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED. LVL LAMINATED VENEER LUMBER CONTACT: EVERETT FIELDS
<br /> 12, CONCRETE MIXING, PLACEMENT AND QUALITY SHALL BE PER AGI 318. MECHANICALLY MFR. MANUFACTURER (469) 619-1164
<br /> 2. ROOF LOADS: DEAD LOAD: LIVE LOAD (REDUCIBLE): VIBRATE ALL CONCRETE WHEN PLACED. SLABS ON GRADE NEED BE VIBRATED ONLY 9. WELDING OF REINFORCING BARS,METAL INSERTS, AND CONNECTIONS SHALL BE MADE MAX. MAXIMUM EFIELDS@PMDGINC.COM
<br /> 15 PSF 20 PSF AROUND AND UNDER FLOOR DUCTS OR SIMILAR ELEMENTS. REMOVE ALL DEBRIS FROM ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. SEE WELDING SECTION OF G.S.N. MECH. MECHANICAL
<br /> FORMS BEFORE PLACING CONCRETE. CONCRETE SHALL NOT BE DROPPED THROUGH FOR ADDITIONAL REQUIREMENTS. MIN. MINIMUM
<br /> AISG. MISCELLANEOUS
<br /> 3. WIND LOADS: e3 MPH BASIC WIND SPEED (Vascl = 1(o MPH) REINFORCING STEEL SO AS t0 CAUSE SEGREGATION OF AGGREGATES. UNCONFINED N.T.S. NOT TO SCALE
<br /> EXPOSURE G COMPONENT AND CLADDING FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. 10. REINFORCING BAR SPACINGS SHOWN ON PLANS ARE MAX. ON CENTER DIMENSIONS, O.C. ON CENTER
<br /> INTERNAL PRESSURE WIND PRESSURE PER A5CEI-16 DOWEL ALL VERT. REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION OD. OUTSIDE DIAMETER
<br /> COEFFICIENT (GCpi) = 0.18 13, PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE TO COLD OR HOT BEFORE PLACING CONCRETE. MIN. CLEAR SPACING BETWEEN PARALLEL OFF. OPPOSITE
<br /> WEATHER IN ACCORDANCE WITH ACI 305 AND 306. CONTRACTOR SHALL TAKE SPECIAL REINFORCEMENT SHALL BE THE LARGER OF 1-1/2 TIMES NOMINAL BAR DIA, OR 1-1/3 P POST SNEER
<br /> 4, SEISMIC LOADS: SITE CLASS D SYSTEM: ORDINARY STEEL CURING PRECAUTIONS TO MINIMIZE SHRINKAGE CRACKING OF CONCRETE SLABS. TIMES MAX. AGGREGATE SIZE OR 1-1/2". CLEAR SPACING LIMITATION APPLIES ALSO TO PL. PLATE
<br /> PLF POUNDS PER LINEAR FOOT
<br /> SEISMIC DESIGN CATEGORY D CANTILEVER COLUMNS CLEAR DISTANCE BETWEEN A CONTACT LAP SPLICE AND ADJACENT SPLICES OR BARS. PLYWD. PLYWOOD U A� 0 o
<br /> R = 1.25 ANALYSIS: EQUIVALENT LATERAL 14. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCEMENT, DOWELS, BOLTS, PSF POUNDS PER SQUARE FOOT CD Z coo7 J o
<br /> SS = 0.642 FORGE PROCEDURE ANCHORS, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS. 11. SHEAR REINFORCEMENT AT SLAB TO COLUMN CONNECTIONS, AS SHOWN ON THE PLANS PSI POUNDS PER SQUARE INCH w M J U) 0 U r
<br /> SI = 0.264 BASE SHEAR, V = CsW = 0.440 W AND DETAILS, SHALL BE STUDRAILS AS MANUFACTURED BY DEGON PER ICC ESR-2494. PSL PARALLEL STRAND LUMBER 0 0 Q z° N
<br /> SDS = 0.551 15. MECH., ELECT., AND PLUMBING PENETRATIONS / EMBEDDED CONDUITS SHALL COMPLY RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
<br /> SDI = 0.365 WITH THE FOLLOWING: REQ'D, REQUIRED
<br /> SIM. SIMILAR ca
<br /> 5. SNOW LOADS: NONE 15.1, ELECTRICAL CONDUITS MAY BE EMBEDDED IN STRUCTURAL CONCRETE ONLY AS NOTED SEAS SEISMIC LORD RESISTING SYSTEM 38
<br /> SPEC. SPECIFICATION
<br /> IN TYPICAL DETAILS FOR WALLS AND CAST-IN-PLACE ELEVATED SLABS (EMBEDDED STD. STANDARD
<br /> (o. RISK RISK CATEGORY II CONDUITS IN CONCRETE OVER STEEL DECK ARE NOT PERMITTED) OR WHERE STK STACKED
<br /> CATEGORY: SEISMIC IMPORTANCE FACTOR = 1.0 SPECIFICALLY APPROVED IN WRITING BY THE ENGINEER. PIPING SHALL NOT BE SW SHEAR WALL
<br /> EMBEDDED IN STRUCTURAL CONCRETE U.N.O. EMBEDDED ITEMS SHALL NOT IMPAIR THE T & B TOP AND BOTTOM
<br /> 1. RAIN INTENSITY: I 1/2"/HR (BASED ON 100-YR RAIN CYCLE) STRENGTH OF THE MEMBER. T & G TONGUE AND GROOVE
<br /> THRU THROUGH
<br /> T.O. TOP OF
<br /> C. FOUNDATION 15.2. REFER TO TYPICAL DETAILS FOR ACCEPTABLE CONDUIT, PIPING, AND DUCT T.O.D. TOP OF DECK Prototype : P4E-HV 2020 -2.0 RELEASE
<br /> PENETRATIONS THRU SLABS AND WALLS. DO NOT CUT ANY REINF. THAT MAY INTERFERE T.O.F. TOP OF FOOTING
<br /> 1, FOUNDATIONS DESIGNED PER RECOMMENDATIONS BY TERRACON CONSULTANTS, INC., WITH PERMITTED PENETRATIONS. OPENINGS SHALL NOT BE CORED WITHOUT PRIOR T.O.L. TOP OF LEDGER Prototype Issue Date: 7.14.2020
<br /> REPORT NO.NA205053, DATED JUNE 18, 2020, SITE PREPARATION,GRADING, TESTS, WRITTEN APPROVAL OF ENGINEER THRU THE ARCHITECT. PENETRATIONS THRU BEAMS T.O.S. TOP OF STEEL
<br /> INSPECTIONS,FIELD OBSERVATIONS, OR APPROVAL FROM THE GEOTECHNICAL AND COLUMNS ARE PERMITTED ONLY WHERE SPECIFICALLY DETAILED. T.O.W. TOP OF WALL Design Bulletin Updates: --
<br /> ENGINEER RECOMMENDED BY THE GEOTECHNICAL REPORT AND ANY ADDENDA SHALL
<br /> TP TRIMMER POST
<br /> TS TRIMMER STUDS) Date Issued: Bulletin Number:
<br /> BE COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS. 15.3. CONTRACTOR SHALL SUBMIT SHOP DRAWING SHOWING SIZES AND DIMENSIONED TYP. TYPICAL
<br /> LOCATIONS OF ALL PENETRATIONS AND EMBEDDED CONDUITS IN WALLS AND ELEVATED U.N.O. UNLESS NOTED OTHERWISE
<br /> 2. ALLOWABLE DEAD PLUS LIVE LOAD SOIL PRESSURE = 2500 PSF. SLABS. SHOP DRAWING MUST BE APPROVED BY ENGINEER PRIOR t0 CONCRETE VERT. VERTICAL -- --
<br /> PLACEMENT. PENETRATIONS AND EMBEDDED CONDUITS NOT SHOWN ON APPROVED w/ WITH
<br /> 3, FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE FROM LOOSE DEBRIS, STANDING SHOP DRAWING WILL NOT BE PERMITTED UNLESS SPECIFICALLY APPROVED IN WRITING w/o WITHOUT 1ST BLDG. SUBMITTAL
<br /> WATER, OR UNCOMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. BY THE ENGINEER. WT. WEIGHT
<br /> 4. TRENCHES AND EXCAVATIONS UNDER OR ADJACENT TO FOUNDATIONS SHALL BE 16. CONSTRUCTION JOINT SURFACES SHALL BE CLEANED AND LAITANCE REMOVED.
<br /> PROPERLY BACKFILLED AND COMPACTED. HORIZONTAL JOINT SURFACES SHALL BE ROUGHENED TO 1/4" AMPLITUDE. THOROUGHLY SHEET INDEX
<br /> WET ALL JOINT SURFACES AND REMOVE STANDING WATER IMMEDIATELY PRIOR TO NEW
<br /> 5 REFER TO METAL CONSTRUCTION MATERIALS.OTECHNICAL CORN�LTS1TE 501L CORROSION POTENTIAL ON A QUALIFIED CORROSION ENGINEER FOR CONCRETE PLACEMENT. • 11CAS ftyJ WPI[Iy f CWk"t�y J�SUED SHEEtS
<br /> RECOMMENDATIONS FOR MITIGATING CORROSIVE EFFECTS, IF NECESSARY. 11. CONCRETE
<br /> HAVE BEEN APPROVED BY THE BE CURED IN ACCORDANCE WITH GARCH ARCHITECT AND ENGINEER.I 315, SECTION 2(0.532, SS 4s# 000, SV0M0fk - V14 f 900
<br /> 6. WATER PROOFING AS MAY BE REQUIRED AT SOIL FACE OF WALLS BELOW GRADE SHALL WHERE CURING COMPOUNDS HAVE BEEN APPROVED FOR SLAB CURING, CONTRACTOR
<br /> BE BY OTHERS, SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY OF COMPOUNDS WITH SHEET TITLE
<br /> ANTICIPATED FLOOR FINISH (e.g., RESILIENT TILE) PRIOR TO CURING COMPOUND ,' Sf'R 10S REVISIONS:
<br /> JS
<br /> SC.. St t o S (r-bl00) 12.22.2020 1st Buildin Submittal
<br /> D. CONCRETE APPLICATION. S� SC,q o + g1. ALL CONCRETE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ACI 318 I8. GROUT BENEATH COLUMN BASES OR BEARING PLATES SHALL BE 5000 PSI (MIN.) S �,S C� O0y D rg1M�� 1
<br /> AND ACI 301, EXCEPT AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. NON-SHRINK FLOWABLE GROUT OR DRYPAGK INSTALL GROUT BENEATH BEARING 2
<br /> PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL GROUT 3
<br /> 2. MIN. 28 DAY COMPRESSIVE STRENGTH, f'c, AND MAX. WATER-GEMENT RATIO FOR ALL BENEATH BASE PLATES AFTER COLUMN HAS BEEN PLUMBED. FRAMING (NOT INCLUDING 4
<br /> CONCRETE IN CONTACT WITH SOIL SHALL COMPLY w/ THE FOLLOWING TABLE. EITHER CONCRETE OVER STEEL DECK OR CONCRETE TOPPING AS OCCURS)MAY BE INSTALLED
<br /> THE GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE LOCATION OF ON-SITE ONE LEVEL ABOVE BASE PLATE PRIOR TO PLACING GROUT BENEATH BASE PLATES. 5
<br /> SOILS CONTAINING THE FOLLOWING SULFATE EXPOSURES, OR THE WORST CASE GROUT SHALL BE PLACED BENEATH BASE PLATES PRIOR TO INSTALLATION OF ANY 6
<br /> REQUIREMENTS SHALL BE USED. (FOUNDATION DESIGN BASED ON 2500 PSI.) FRAMING TWO OR MORE LEVELS ABOVE BASE PLATE. GROUT DEPTH SHALL BE 1 1/2" 7
<br /> TYPICAL, OR SHALL BE SUFFICIENT TO ALLOW GROUT OR DRYPACK TO BE PLACED
<br /> SULFATE MAX. WATER-GEMENT MIN. 26 DAY COMPRESSIVE BENEATH PLATE WITHOUT VOIDS. 8
<br /> EXPOSURE RATIO STRENGTH f'c (PSI)
<br /> E. REINFORCING STEEL
<br /> NEGLIGIBLE --- 2500
<br /> MODERATE 0.50 4000 1. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318
<br /> SEVERE AND VERY SEVERE 0.45 4500 AND CRSI'S MANUAL OF STANDARD PRACTICE. Sheet Title:
<br /> 3. FOR ALL STRUCTURAL CONCRETE NOT IN CONTACT w/ SOIL, f'c SHALL BE 3000 PSI U.N.O. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615 OR ASTM A106 (A10(o REQUIRED GENERAL
<br /> EXCEPTION: NORMAL WEIGHT CONCRETE OVER STEEL DECK SHALL BE 3500 PSI. FOR ALL REINFORCING TO BE WELDED)AND SHALL BE GRADE 60 (fy = (00 KSI) STRUCTURAL NOTES
<br /> DEFORMED BARS U.N.O. REINFORCING IN SLABS ON GRADE MAY BE GRADE 40 (fy - 40
<br /> KSI) DEFORMED BARS FOR ALL BARS 04 AND SMALLER U.N.O. ON PLANS OR DETAILS.
<br /> Date: 12.07.2020
<br /> Project Number: 202175
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