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REINFORCING STEEL 9. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS GENERAL
<br /> 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 (fy = SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE CONTRACT
<br /> - 1,-; 60 KSI) FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy = 40 KSI) FOR NO. PLACED AT POINTS OF LOW STRESS. MAXIMUM AREA OF POUR JOINTS IS 400 DRAWINGS.
<br /> 3 AND NO. 4 BARS. SF.
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<br /> 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE es
<br /> 2. ALL REINFORCING STEEL SHALL BE LAPPED AS NOTED ON THE PLANS. 10. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL FOR FORMED WORK RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL Qr to.
<br /> WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED ON THE SHALL BE AS FOLLOWS: PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL
<br /> CONSTRUCTION DOCUMENTS, LAPS AND/OR SPLICES SHALL BE 42 BAR DIA EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): 1l�" NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE
<br /> AND BE WELL STAGGERED. EXPOSED TO EARTH OR WEATHER (#6 OR LARGER): 2" APPROVED PRIOR TO ERECTION. tn �_
<br /> 4 i
<br /> *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MINIMUM
<br /> 3. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE COVERAGE 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY c6 2
<br /> WITH ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. U N
<br /> JOB SITE PRIOR TO THE PLACING OF CONCRETE. O
<br /> 11. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN 0 w - N
<br /> STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION 0 > 0 �j E
<br /> 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185 AND PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT G°L N
<br /> SHALL BE 6x6 W2.1/W2.1 UNLESS OTHERWISE NOTED. LAP REINFORCEMENT 6" 12. LEAN CONCRETE SHALL BE 2 SACKS OF CEMENT PER CUBIC YARD OF PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH ALL c (3N
<br /> MINIMUM. CONCRETE. NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 0 3IL
<br /> 2
<br /> 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE 13. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI 318. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK N i D co 8
<br /> SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. SLAB ON GRADE OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES p LO cu L. ON
<br /> REINFORCEMENT SHALL BE PLACED AT MID-DEPTH OF SLAB AND SHALL BE 14. CONCRETE EXPOSED TO SULFATES, CONCRETE WITH LOW PERMEABILITY SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND BE RESOLVED ca O > m N
<br /> HELD SECURELY IN PLACE WIN MECHANICAL DEVICES DURING PLACING OF REQUIREMENTS, AND CONCRETE WITH CHLORIDE ION CONTENT REQUIRE BEFORE PROCEEDING WITH THE WORK. = `•° IL' m
<br /> THE CONCRETE. ADDITIONAL MIX DESIGN CONSIDERATIONS. IN THE EVENT OF THESE a=' m
<br /> REQUIREMENTS THE ENGINEER SHALL BE NOTIFIED BY THE CLIENT IN A 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. U
<br /> N
<br /> 6. REINFORCEMENT SHALL PLACED CONTINUOUS AROUND CORNERS AND WRITING AND DESIGN MIXES SHALL BE PROVIDED PER ACI 318. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR
<br /> INTERSECTIONS UNLESS SPECIFIED OTHERWISE. CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL 4-1
<br /> U.)CONCRETE CEMENT CONTENT BE USED SUBJECT TO REVIEW BY THE ENGINEER.
<br /> LBS/CUBIC YARD SACKS PER CUBIC
<br /> 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT F'c (PSI) (MIN.) YARD (MIN.) NOTES 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN
<br /> HARD ROCK TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. d
<br /> C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05%. 2500 470 5 NOTE A N
<br /> 3500 564 6 - 8. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS m O
<br /> 2. CONCRETE COMPRESSIVE DESIGN STRENGTHS AT 28 DAYS (f'c) SHALL FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, o w
<br /> BE: NOTE 1: MIXES SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN N
<br /> LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK.
<br /> CONCRETE EXPOSURE & COMPRESSIVE DESIGN STRENGTHS d
<br /> EXPOSURE MIN. f'c NOTE 2: AIR ENTRAINMENT IS REQUIRED FOR ALL CONCRETE EXPOSED TO 9. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS
<br /> DESIGNATION CONDITIONS CLASS {psi) FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL
<br /> WEATHER. FOR 3a AGGREGATE AN ENTRAINMENT OF 6% IS REV D. FOR ) SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED.
<br /> HEATED: SLABS, BEAMS, AGGREGATE AN AIR ENTRAINMENT OF 7% IS REQ'D.
<br /> INTERIOR CONC. &
<br /> GIRDERS, COLUMNS, PIERS, AND FOOTINGS FO 2500 10. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING z ..
<br /> BURRIED FOOTINGS NOTE 3: POZZOLANS ARE NOT PERMITTED IN THE MIX DESIGN UNLESS . CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT O <C
<br /> FOUNDATION WALLS, UN-HEATED: APPROVED BY THE ENGINEER. GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE 1- cC
<br /> SLABS, BEAMS, GIRDERS, UNSATURATED DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE Q
<br /> COLUMNS, PIERS, PILE CAPS, EXTERIOR CONC. F1 3500 A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1704.4 OF PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF > r
<br /> SHEAR WALLS THE I.B.C., CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF C)PER CUBIC YARD OF CONCRETE. THE ENGINEER.
<br /> 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE STRENGTH W J
<br /> EXCEEDING 2500 PSI SHALL REQUIRE SPECIAL INSPECTION BY AN B) FOR STRENGTHS ABOVE 4000 PSI, PROPORTIONS SHALL BE ESTABUSHED 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF (Z W•CZ
<br /> INSPECTOR APPROVED BY THE BUILDING DEPARTMENT AND THE BY THE METHODS SPECIFIED ACI 318. THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL UJ
<br /> ENGINEER. EXCEPTION: NO INSPECTION IS REQUIRED WHERE CONCRETE CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION OF (r) LC) >
<br /> EXCEEDING 2500 PSI IS DESIGNATED FOR WEATHERING PURPOSES ONLY. C) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC. lL1 - W
<br /> SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE. 0 1-
<br /> 4. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. U CD I
<br /> 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK.
<br /> 6. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. .
<br /> 7. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A
<br /> MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS •
<br /> WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED.
<br /> 8. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL COVI
<br /> CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL �� of WASJy C�, Drawn By:JIB
<br /> LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE
<br /> THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT +/ /� (,� 0 Checked By: CCC
<br /> IMMEDIATELY BEFORE PLACING NEW CONCRETE. P' Date: 0 I-20-202 I
<br /> 9. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR 4 ° !� SDAJOB NO.
<br /> JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS
<br /> 9058
<br /> WELL AS PLACED AT POINTS OF LOW STRESS. MAXIMUM AREA OF POUR
<br /> JOINTS IS 400 SF. r: --
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<br /> • slWy e STRUCTURAL
<br /> AL DETAILS I
<br /> j. 1 i to .6,, S- 2.0
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