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<br /> REINFORCING STEEL REINFORCING STEEL ~
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<br /> Q1. CONC SLAB ON GRADE PER PLAN 1. PROVIDE CORNER DOWEL TO MATCH FTG LONG MATERIAL
<br /> 2. 'Z'BAR TO MATCH SLAB REINF, LAP PER REINF(LAP PER GSN)
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<br /> "CONCRETE REBAR LAP SCHEDULE"DETAIL MINIMUM 28 DAY COMPRESSIVE STRENGTH FOR SLAB ON GRADE, FOOTING,AND REINFORCING BARS SHALL BE DEFORMED, EXCEPT AS NOTED IN ACI 301.
<br /> WALLS IS 4500 PSI(DESIGNED FOR 2500).
<br /> 3. SLAB REINF PER PLAN O USE OF EPDXY-COATED BARS IS NOT PERMITTED. U N 4. COMPACTED SUBGRADE PER GSN
<br /> o�a� o�an� _1 1 _ _ _ 5. CONTROL JOINT AT BOT OF STEP CEMENT SHALL BE TYPE V. Q/
<br /> GRADE
<br /> 1 �' I=III=III-III,-,1 MININUM REINFORCING COVER Q
<br /> CD AP LENGTH MAXIMUM W/C RATIO SHALL BE 0.45. ALL WELDED BARS SHALL BE GRADE 60, REFER TO ASTM STANDARD A706.
<br /> TYP 1 STRUCTURAL ELEMENT COVER TOLERANCE RED INC ARCHITECTS
<br /> FOOTING AND SLAB ON GRADE 3" 3/8" CONCRETE SLUMP SHALL BE 4-6 INCHES. #4 BARS OR LARGER SHALL BE GRADE 60, REFER TO ASTM STANDARD A615. 1217 J STREET,MODESTO,CA 95354
<br /> SHALLOW RECESS WALLS(#5 OR SMALLER) 1 1/2" 3/8" 209.522.8900! AIR ENTRAINMENT SHALL BE 4.5%-6%FOR ALL CONCRETE EXPOSED TO #3 BARS OR SMALLER SHALL BE GRADE 40, REFER TO ASTM STANDARD A615.
<br /> WALLS #6 OR LARGER 2" 1 1/2" ! FREEZE-THAW CYCLES. SEAL:
<br /> x BEAMS AND COLUMNS 1 1/2" 1 3/8"
<br /> a ELEVATED SLABS 3/4" 3/8"
<br /> } SMOOTH WWR SHALL BE GRADE 65, REFER TO ASTM Al 064.
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<br /> z 2 a ALL CONCRETE SHALL BE NORMAL WEIGHT OF 145 POUND PER CUBIC FOOT UNLESS DEFORMED WWR SHALL BE GRADE 80, REFER TO ASTM A1064. Q�OFEss/oN
<br /> � z a NOTED OTHERWISE, USING HARD ROCK AGGREGATES CONFORMING TO ASTM C33. �o �OSEP/y��F
<br /> L) 5 3 J MAXIMUM AGGREGATE SIZE FOR STRUCTURAL ELEMENTS SHALL NOT EXCEED 3/411.
<br /> 0OO o0Uo0o0U0� a GRADE 80 DEFORMED WWR MAY BE USED AS AN ALTERNATE TO REBAR. WHERE#3 � m� m
<br /> w ,�, �oo,--�,�o:o,--�,�o� g BAR IS SPECIFIED USE D8.3 WIRES. WHERE#4 BAR IS SPECIFIED USE D15 WIRES. � 0 S4634 =
<br /> a =III-III U owU BATCHING,MIXING,AND TRANSPORTING WHERE#5 BAR IS SPECIFIED USE D23 WIRES. WHERE#6 BAR IS SPECIFIED USE D23 EXP: 12/31/20
<br /> - - - o BATCHING, MIXING,AND TRANSPORTING CONCRETE SHALL BE PER ACI 301.
<br /> _ on �nOnO WIRES AT 2/3 SPECIFIED BAR SPACING. SEE"LAP LENGTH SCHEDULE"FOR LAP
<br /> -III III- z `
<br /> SPLICING. gT R CTv�
<br /> z CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND F OF CAL�F�
<br /> a 4 12"MIN 'o TYP CORNER INTERSECTION APPROVED BY THE ENGINEER OF RECORD.
<br /> o CLEAR COVER
<br /> 04/17/2019
<br /> STEP UP TO 16" ALL DIMENSIONS NOT NOTED AS"CLR"ARE TO THE CENTER OF THE BAR.
<br /> o PORTLAND CEMENT SHALL CONFORM TO ACI 301.
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<br /> a FOR CLEAR COVER REQUIREMENTS REFER TO TYPICAL DETAIL"MINIMUM COVER
<br /> TYPICAL SLAB STEP 6 TYPICAL CONCRETE FOOTING REINFORCING AT INTERSECTIONS MINIMUM COVER FOR REINFORCING STEEL DWATERESIGN /CRATITBE ISEXC ED AT THE JOB SITE SUCH THAT THE APPROVED MIX FOR NON PRESTRESSED STEEL". CONSULTANT:
<br /> 1 DESIGN W/C RATIO IS EXCEEDED.
<br /> X S6.1 TDC302 S6.1 TDC107 S6.1 TDC102 REINFORCEMENT SUPPORTS
<br /> o FORM WORK REINFORCEMENT SUPPORT SHALL BE PROVIDED TO MAINTAIN CLEAR DIMENSIONS
<br /> o FORM WORK SHALL BE PER ACI 301. SHOWN ON PLANS AND SHALL CONFORM TO ONE OF THE FOLLOWING SUPPORT
<br /> KEYNOTES: KEYNOTES: NOTES: TYPES:WIRE,COATED WIRE, PRECAST CONCRETE, PLASTIC.
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<br /> 1. FTG REINF WHERE OCCURS PER O 2O 0 1. 4"0 MAX PVC RADON TUBE Lu
<br /> REBAR LAP LENGTH SCHEDULE A. VALUES IN TABLE ARE IN PLACING
<br /> NG OF CONCRETE SHALL BE PER ACI 301. REINFORCEMENT SUPPORT SHALL COMPLY WITH ACI 301.
<br /> PLAN 2. CONC FDN PER PLAN NORMAL-WEIGHT CONCRETE (145 PCF) INCHES. LENGTHS BASED ON 60
<br /> U) 2. Z-BAR(S)TO MATCH FTG REINF 3. REINF PER PLAN GRADE REINF(NOT COATED)
<br /> MIN CLR MIN BAR f'c>=2500 PSI fc>=4000 PSI PLACING OF CONCRETE BY MEANS OF PUMPING SHALL BE PER ACI 301. LAP SPLICING
<br /> 3. COMPACTED SUBGRADE PER GSN 4. COMPACTED SUBGRADE PER GSN BAR WITH CLASS B LAP SPLICES ENGINEERING SYSTEM SOLUTIONS
<br /> UNLESS NOTED OTHERWISE TACK WELDING OF REINFORCING BARS NOT ALLOWED.
<br /> 4. FTG DEPTH MIN N COVER SPACING TOP' OTHER TOP ' OTHER B. TOP REINF IS DEFINED AS HORIZ sTuucTuxal •MEr•suILDINGcoMMIssIONING
<br /> 5. ADDL BENT BAR TO MATCH FTG NOTES: #3 1.5 4.5 20 16 16 14 REINF W/MORE THAN 12"OF WHERE THERE IS A RISK OF PREMATURE DRYING,SUCH AS IN HOT OR WINDY BUILDING RELATIONSHIPS
<br /> REINF 18" _ WEATHER,CURING MEASURES SHALL BE IMPLEMENTED PER THE EXCEEDING EXPECTATIONS
<br /> -: z CONC BELOW FOR LAP LENGTH REQUIREMENTS REFER TO TYPICAL DETAIL"LAP LENGTH
<br /> 2.0 X H -III- -�n - #4 1.5 4.0 26 20 20 16 RECOMMENDATIONS OF ACI 301. www.es2eng.com
<br /> loe6. CONC FTG PER PLAN E A. INSERTIONS IN FDN SHALL NOT OCCUR AT C. CONC STRENGTH SELECTED IN SCHEDULE".
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<br /> DOWEL DIMS BUILT-UP POSTS OR AT STUD LOCATIONS #5 1.5 3.8 32 24 26 20 TABLE SHALL NOT EXCEED 4943 NORTH 29TH EAST,STEA
<br /> I I I I I I I I I I I I A IDAHO FALLS,IDAHO 83401
<br /> _ #6 2.0 3.0 46 36 38 28 DESIGN CONC STRENGTH CONSOLIDATION MECHANICAL SPLICE COUPLERS PHONE: zos>ssz-9s�a
<br /> T.O.FTG 1'-6„ �1 #7 2.0 3.5 68 52 54 42 D. DEFORMED WIRE LENGTHS CONSOLIDATION OF CONCRETE SHALL BE PER ACI 301. MECHANICAL SPLICE COUPLERS SHALL HAVE CURRENT ICC-ES APPROVAL AND
<br /> �J JOB NUMBER: 17.1019
<br /> MIN #8 2.0 3.0 102 78 82 62 BASED ON 80 GRADE REINF SHALL BE CAPABLE OF DEVELOPING 125° OF THE STRENGTH OF THE BAR.
<br /> /o r"tstP ANS,D AA'NGS GS AND DES16NS AE!,THE FACI-TSIVE PEFPEETY OF ENNDHHHN[N
<br /> SYSTEM
<br /> #9 2.0 3.4 116 88 92 70 (NOT COATED)WITH CLASS B EMBEDDED ITEMS
<br /> LAP SPLICES
<br /> #10 2.0 3.8 130 100 102 80 E. DEFORMED WIRE TO MATCH EMBEDDED ITEMS SHALL BE PLACED PER ACI 301. WELDING
<br /> #11 2.0 4.2 144 110 114 88 ANY SPLICE LENGTHS WELDING OF REINFORCING BARS, METAL INSERTS,AND CONNECTIONS SHALL
<br /> % 3 SPECIFIED IN PLAN(INVERT TO CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE CONFORM TO AWS D1.4.
<br /> -
<br /> N ARCH DOWELS) WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD.
<br /> DEFORMED WIRE LAP LENGTH SCHEDULE BENDING
<br /> `N O �- z Q EMBEDDED CONDUITS, PIPES,AND SLEEVES SHALL NOT BE LARGER IN DIAMETER BENDING SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS.ALL O
<br /> _ �' < w NORMAL-WEIGHT CONCRETE (145 PCF) DEFAULT SCHEDULE: FOUNDATIONS, THAN 1/3 THE OVERALL THICKNESS OF THE SLAB, BEAM,OR WALL IN WHICH THEY REINFORCING SHALL BE BENT COLD. BARS SHALL NOT BE UNBENT AND REBENT.#5
<br /> o a BASEMENTS, CIVIL STRUCTURES ARE EMBEDDED AND SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS OR BAR AND SMALLER MAY BE COLD FIELD BENT.#6 BAR AND LARGER SHALL NOT BE
<br /> f'c=2500 PSI fc=4000 PSI O a
<br /> T.O.FTG III-III-III- ~ -III U WIRE TOP OTHER TOP OTHER ELEMENT WIDTHS ON CENTER. FIELD BENT WITHOUT PRIOR APPROVAL FROM ENGINEER.
<br /> III III I `�' - D8.3 21 17 17 13 � H m m su � T [Es
<br /> III o -® D15 29 22 23 18 NO ALUMINUM EMBEDS SHALL BE IN DIRECT CONTACT WITH CONCRETE. PLACE AND DETAIL p Y 0 0
<br /> ALL BARS SHALL BE DETAILED AND PACED PER CRSI SPECIFICATIONS AND
<br /> l'-6" D23O I36 27 1 28 22 II / COLD WEATHER CONCRETING HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE
<br /> I-III-III-III-III- MIN ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
<br /> WHEN THE AIR TEMPERATURE IS BELOW 40°F,COLD WEATHER CONCRETE
<br /> 10 TYPICAL STEPPED FOOTING PROCEDURES SHALL BE USED PER ACI 301. POST-INSTALLED ANCHORAGE
<br /> 7 RADON TUBE INSERT THROUGH FOUNDATION CONCRETE REBAR LAP SCHEDULE 2
<br /> \1 TDC108 ,S6. TDC109 S&l TDC101 A CONSTRUCTION PLAN SHALL BE SUBMITTED TO THE ENGINEER DETAILING THE -
<br /> PROTECTION PROCEDURES PRIOR TO PLACEMENT OF CONCRETE.
<br /> INSTALLATION
<br /> 5'-0" KEYNOTES: KEYNOTES: HOT WEATHER CONCRETING INSTALL THE ANCHORS LISTED IN THIS SECTION IN ACCORDANCE WITH THE
<br /> PRIOR TO CONCRETE PLACEMENT,TOP 3 INCHES OF SUB-BASE SHALL BE WETTED CURRENT ICC-ES OR IAPMO-UES REPORT AND MANUFACTURER'S
<br /> 1. BUILDING PAD SUBGRADE 1. MIN FINISHED BEND DIA:6d FOR#3 RECOMMENDATIONS.
<br /> 2. MIN EMBEDMENT DEPTH PER FDN PLAN a THRU#8; 8d FOR#9,#10 AND#11; 10d SUFFICIENTLY TO SATURATE SUB BASE WITHOUT ANY STANDING WATER. Q
<br /> 0 00 0 00 MEASURED FROM LOWER OF KEYNOTES 1 OO FOR#14 AND#18 ADHESIVE ANCHORS
<br /> *4 AND4 2. EXTENSION FOR STIRRUPS AND TIES CONCRETE PLACEMENT TEMPERATURE MAY NOT EXCEED 90° FAHRENHEIT WHEN O
<br /> III- 3. FTG PER PLAN ONLY:90°:6d FOR#5 AND SMALLER, 12d MEASURED IN ACCORDANCE WITH ASTM C1064. ADHESIVE-ANCHORED THREADED RODS AND REBAR SHALL BE INSTALLED USING ILL
<br /> -III- N <o FOR#6 THRU#8 ONE OF THE FOLLOWING ADHESIVE ANCHOR SYSTEMS:
<br /> O 4. LOWEST SURROUNDING SOIL WITHIN 5'-0" (3"MIN); 135 :6d(3" Q
<br /> OF BLDG BEFORE LANDSCAPING KEYNOTES: MIN); 180°:4d(2 1/2"MIN) STEEL FORMS AND REINFORCEMENT SHALL BE COOLED PRIOR TO CONCRETE U
<br /> 3. MIN FINISHED BEND DIA FOR STIRRUPS PLACEMENT WHEN STEEL TEMPERATURES EXCEED 120° FAHRENHEIT. FOR CONCRETE: HILTI HIT-RE 500-V3(ICC ESR-3814),OR SIMPSON STRONG-TIE
<br /> O O AND TIES ONLY:4d FOR#5 AND SET-XP(ICC ESR-2508),OR SIMPSON STRONG-TIE AT-XP(IAPMO ER-263),OR HILTI
<br /> EXCEEDS T-0"NOTIFY STRUCTURAL ENGINEER 135 SMALLER;6d FOR#6 THRU#8 MIX WATER,AGGREGATES,CONVEYING AND PLACING EQUIPMENT OR ANY HIT-HY 200(ICC ESR-3187)UNO ON DETAILS.
<br /> PRIOR TO PLACEMENT OF FTG O d
<br /> 1. 3"-0"MAX WIDTH.WHERE TRENCH WIDTH COMBINATION OF THE ABOVE SHALL BE COOLED IF NECESSARY TO MAINTAIN
<br /> 0 2. BOT OF CONC FTG OR FDN O NOTES: PROPER CONCRETE PLACING TEMPERATURE. FOR GROUTED MASONRY: HILTI HIT-HY 70(ICC ESR-2682), OR SIMPSON STRONG-TIE
<br /> 3. UTILITY PIPE SET-XP(IAPMO ER-265),OR SIMPSON STRONG-TIE AT-XP(IAPMO ER-281)
<br /> 3 EXTERIOR CONDITION - 4. BACKFILL AND RECOMPACT TRENCH PER SOIL A. d=BAR DIA
<br /> -III- REPORT AND SPECS STIRRUP AND TIE HOOKS OFFSET BAR B. ALL REINF SHALL BE BENT COLD LINO
<br /> ON PLANS OR DETAILS ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO
<br /> -_III G III- 5. CLEARANCE EQ TO SLEEVE DIA(6"MIN) INSTALL ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE
<br /> 6. LEAN CONC FILL PLACE PRIOR TO FTG C. REINF SHALL NOT BE UN-BENT OR RE
<br /> 0� III PLACEMENT, FORM SAME WIDTH AS FTG BENT UNO MANUFACTURER'S RECOMENDATIONS AND SPECIFICATIONS. INSTALLATION OF
<br /> Oho( III- ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT
<br /> z off, - 7. SLEEVE SIZE PER CIVIL DWG. IF CIVIL SCHED SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY
<br /> NOT PROVIDED, USE SCHED 40 PIPE. PROVIDE 1 4d 2 1/2" ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM OR EQUIVALENT.
<br /> 77 O 1/2"MIN CLEARANCE AROUND UTILITY PIPE a � MIN INSTALLER'S CERTIFICATION SHALL BE COMPLETED PRIOR TO ANCHOR
<br /> 0 0 8. BOT OF TRENCH PARALLEL TO FDN SHALL NOT INSTALLATION.
<br /> -I'7BE CLOSER THAN 1 TO 1 SLOPE FROM BOT � � o Q
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<br /> EDGE OF FTG N
<br /> N MINIMUM AGE OF CONCRETE SHALL BE 21 DAYS PRIOR TO INSTALLATION AND
<br /> 3
<br /> NOTES: LOADING OF ADHESIVE ANCHORAGE
<br /> O - INTERIOR CONDITIONA. SEE TYP DETAIL FOR RADON TUBE INSERT IN ALL OTHER REINF EXPANSION ANCHORS
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<br /> FDN EXPANSION ANCHORS SHALL BE INSTALLED USING ONE OF THE FOLLOWING:
<br /> 11 FOOTING EMBEDMENT DEPTH FOR CBC3 STANDARD REBAR BENDING DETAILS FOR CONCRETE: HILTI KWIK BOLT TZ(ICC ESR-1917)OR SIMPSON STRONG-TIE o
<br /> S6.1 DEEP TRENCH BELOW FTG STRONG-BOLT 2(ICC ESR-3037) o
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<br /> FOR GROUTED MASONRY: HILTI KWIK BOLT 3(ICC ESR-1385)OR SIMPSON z
<br /> O KEYNOTES: KEYNOTES: STRONG-TIE STRONG-BOLT 2(IAPMO ER-240) O
<br /> 1. JOINT SPACING PER SCHED 2 �
<br /> 2. ALIGN CONTROL JOINTS W/COL(WHERE 1. CONSTRUCTION ABOVE FOOTING PER PLAN AND SCREW ANCHORS 0 O
<br /> OCCURS) FTG DETAILS SCREW ANCHORS SHALL BE INSTALLED USING ONE OF THE FOLLOWING: p
<br /> Q 3. PROVIDE(2)#448 MID-HT SLAB BARS O 2. FTG REINF
<br /> 2 ADJACENT TO ALL DISCONTINUOUS JOINT "' 3. FTG WIDTH AND/OR LENGTH PER FTG SCHED
<br /> LOCATIONS 4. COMPACTED SUBGRADE PER GSN FOR CONCRETE: HILTI KWIK HUS-EZ(ICC ESR-3027)OR SIMPSON STRONG-TIE TITEN a
<br /> Luau C.J. 4. WHERE CONTROL JOINT SECTIONS ARE - - - 5. FTG THICKNESS PER FTG SCHED HD(ICC ESR 2713) I_ 0
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<br /> IY RECTANGULAR,THE LENGTH"L"SHALL NOT =1 I - z
<br /> o EXCEED 1.5 TIMES THE WIDTH"W" 4 O CLR FOR GROUTED MASONRY: HILTI KWIK HUS-EZ(ICC ESR-3056)OR SIMPSON � J
<br /> .0 5. SAWCUT JOINT DEPTH EQ TO 1/4 SLAB STRONG-TIE TITEN HD(ICC ESR-1056)
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<br /> 6. COMPACTED SUBGRADE PER GSN O 3 FTG W/ BOT STL 1 2 ALTERNATE
<br /> 7. CONSTRUCTION JOINT O ALTERNATE ANCHOR SYSTEMS WITH CURRENT ICC-ES OR IAPMO-UES REPORT MAY
<br /> 0 8. 2x4 CONT TAPERED KEY 1 2 BE USED WITH PRIOR WRITTEN APPROVAL BY ENGINEER.
<br /> 9. 1/2"&12"SMOOTH DOWEL AT 24"O.C.WRAP TO REVISIONS:
<br /> PREVENT BOND TO CONC(CENTER IN SLAB 1 III 6 1 -III- -III-
<br /> 3 THICKNESS AT JOINT) O III
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<br /> a B. USE DOWELED OR KEYED JOINT AT SLOPE 5 - III M U
<br /> C3 = 0 TRANSITIONS IN RAMPS AT CONC SLAB ON I I
<br /> 0 3 3 GRADE OR CONSTRUCTION JOINTS I- 3� - I - ;�e 3"
<br /> C.J. I C. SAWCUTS SHALL BE MADE SOON ENOUGH TO o 0 CLR CLR
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<br /> PREVENT SHRINKAGE CRACKING, BUT NOT SO O
<br /> O10 SOON AS TO CAUSE SPALLING REV DESCRIPTION DATE
<br /> D. ZIP STRIP OR TOOLED JOINT MAY BE USED IN SHALLOW TRENCH BELOW FTG
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<br /> O�o�oO�nn O�o�aOno SLAB THICKNESS MAX SPACINGA. CORNER MAYOR MAY NOT BE 90°AS SHOWN. 1. BAR LOCATION NOT TO EXCEED HALF OF APN# 058-66-012
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<br /> Q O 6 ' III III- -III- PLAN OR SECTIONS DATE: 11/13/2018
<br /> " 15' III 3. BAR LOCATION(COVER+2")
<br /> o OPTION A - SAWCUT JOINTS 7" 17.5' -1 III 4. PROVIDE CORNER DOWEL TO MATCH DRAWN: JK
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