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u <br />C <br />MAX. <br />MIN <br />AGGEGATE <br />EXPOSURE <br />EXPOSURE <br />EXPOSURE <br />COMPRESSIVE <br />MAX, <br />FLEX <br />SIZE {BUT <br />MAX. <br />LIMIT ON <br />MIX <br />CATEGORY <br />CATEGORY <br />CATEGORY <br />STRENGTH <br />W/C <br />STRENGTH <br />NOT LESS <br />SLUMP <br />CEMENTITIOUS <br />CHLORIDE <br />DESIGNATION <br />LOCATION <br />S <br />P/W <br />C <br />f'el(PSI) <br />RATIO <br />(PSI) <br />THAN} (IN) <br />(IN) <br />AIR % <br />MATERIALS <br />REQUIREMENTS <br />A <br />SHALLOW FOUNDATIONS <br />SO <br />WO/PO <br />CO <br />3000 <br />--- <br />--- <br />LIPS 13/41 <br />5 <br />--- <br />--- <br />NONE <br />B <br />SLABS ON GROUND - <br />SO <br />WO/PO <br />CO <br />4000 <br />0.55 <br />--- <br />1-1/2 <br />5 <br />--- <br />520 LBS MAX <br />NONE <br />INDUSTRIAL <br />{1-1/2} <br />PER CY <br />C <br />TILT -UP <br />SO <br />WO/PO <br />CO <br />4000 <br />--- <br />--- <br />1-1/2 13/41 <br />5 <br />--- <br />NONE <br />NONE <br />PANELS <br />POST -INSTALLED ANCHORS FOR CONCRETE <br />POST INSTALLED ANCHORS SHALL ONLY BE USED WHERE INDICATED. <br />THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER OF RECORD PRIOR TO INSTALLING POST -INSTALLED <br />ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. <br />CARE SHALL BE TAKEN IN PLACING POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING REBAR. <br />HOLES SHALL BE DRILLED AND CLEANED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. <br />CONTACT MANUFACTURER'S REPRESENTATIVE FOR THE INITIAL TRAINING AND INSTALLATION OF ANCHORS AND FOR <br />PRODUCT RELATED QUESTIONS AND AVAILABILITY. (NOTE: CURRENT EDITION OF IBC WILL REQUIRE SPECIAL <br />CERTIFICATION OF INSTALLERS FOR ADHESIVE ANCHOR APPLICATIONS FOR CERTAIN ADHESIVE ANCHOR APPLICATIONS. <br />PER ACI 318-11 SECTION D.9.2.2, INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR OVERHEAD TO SUPPORT <br />SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION <br />PROGRAM. NOTE BELOW IS SUGGESTED FOR INCLUSION WHEN DESIGNING UNDER IBC 2012. CERTIFICATION SHALL <br />INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACl/CRSI ADHESIVE ANCHOR INSTALLER <br />CERTIFICATION PROGRAM, OR EQUIVALENT.) <br />ADHESIVE ANCHOR APPLICATIONS REQUIRING CERTIFICATION SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN <br />APPLICABLE CERTIFICATION PROGRAM PER ACI 318-2011 (SECTION D.9). PROOF OF CURRENT CERTIFICATION SHALL <br />BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. CERTIFICATION SHALL BE <br />PER ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. <br />PROVIDE SPECIAL INSPECTION FOR ALL MECHANICAL AND ADHESIVE ANCHORS PER THE APPLICABLE BUILDING CODE AND <br />PER THE CURRENT EVALUATION REPORT FOR THE ANCHOR. <br />CONCRETE ANCHORS: <br />MECHANICAL ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH <br />ACI 355.2 AND ICC-ES AC193 FOR CRACKED AND UNCRACKED CONCRETE CONDITION. <br />PRE -APPROVED MECHANICAL ANCHORS INCLUDE: <br />SIMPSON STRONG -TILE FASTENERS: <br />STRONG -BOLT 2..................................... (ICC-ES ESR-3037) <br />TITEN HD .......................................... (ICC-ES ESR-2713) <br />TITEN HD - ROD HANGER ............................. (ICC-ES ESR-2713) <br />TORQ-CUT.......................................... (ICC-ES ESR-2705) <br />POWERS FASTENERS: <br />POWER -STUD+ SD2........................................... (ICC-ES ESR-2502) <br />POWER -STUD+ SD1........................................... (ICC-ES ESR-2818) <br />POWER BOLT+" .............................................. (ICC-ES ESR-3260) <br />WEDGE -BOLT+ ............................................... (ICC-ES ESR-2526) <br />VERTIGO+ .................................................. (ICC-ES ESR-2989) <br />ATOMIC+UNDERCUT........................................... (ICC-ES ESR-3067) <br />SNAKE+ ................................................... (ICC-ES ESR-2272) <br />HILTI FASTENERS: <br />KWIK BOLT TZ.............................................. (ICC-ES ESR-1917) <br />KWIK BOLT 3............................................... (ICC-ES ESR-2302) <br />HLC-SLEEVE ANCHOR ......................................... (ICC-ES ESR-3260) <br />KWIK HUS EZ.............................................. (ICC-ES ESR-3027) <br />ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ACI <br />355.4 AND ICC-ES AC308 FOR CRACKED AND UNCRACKED CONCRETE CONDITION. <br />PRE -APPROVED ADHESIVE ANCHORS INCLUDE: <br />SIMPSON STRONG -TIE FASTENERS: <br />AT-XP..................................................... (IAPMO-UES ER-263) <br />SET-XP..................................................... (ICC-ES ESR-2508) <br />ET -HP ...................................................... (ICC-ES ESR-3372) <br />POWERS FASTENERS: <br />PE1000+................................................... (ICC-ES ESR-2583) <br />AC100+ GOLD .............................................. (ICC-ES ESR-2582) <br />HILTI FASTENERS: <br />HILTI RE50OSD............................................. (ISS-ES ESR-2233) <br />HILTI HIT-HY 200.......................................... (ISS-ES ESR-3187) <br />HIT HY-70................................................. (ICC-ES ESR-3342) <br />POWER -ACTUATED FASTENERS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE <br />WITH ICC-ES AC70. <br />PRE -APPROVED POWDER ACTUATED FASTENERS INCLUDE: <br />SIMPSON STRONG -TIE FASTENERS: <br />POWDER -ACTUATED FASTENERS ................................. (ICC-ES ESR-2811) <br />GAS -ACTUATED FASTENERS ..................................... (ICC-ES ESR-2138) <br />POWERS FASTENERS: <br />POWER DRIVEN FASTENERS ..................................... (ICC-ES ESR-1995) <br />TRAK-IT C5 FASTENERS ........................................ (ICC-ES ESR-3275) <br />(NOTE: GAS -ACTUATED FASTENERS ARE AN ALTERNATIVE TO POWDER -ACTUATED FASTENERS AND ARE <br />COMMONLY USED ON JOB SITES. THERE IS NO OSHA TRAINING REQUIRED TO INSTALL <br />GAS -ACTUATED FASTENERS AND HENCE THEY ARE CONSIDERED A SAFE INSTALLATION METHOD. <br />GAS -ACTUATED FASTENERS ARE TESTED TO THE SAME STANDARDS AS POWDER -ACTUATED FASTENERS.) <br />7".400IE J� <br />Mer <br />J. <br />as"Nr <br />R <br />8 7 <br />NON -SEISMIC SPLICE LENGTH <br />GRADE 60 DEFORMED BARS <br />3,000-PSI CONCRETE <br />BAR <br />SIZE <br />Lst <br />(in) <br />#3 <br />- 13" <br />- <br />#5 <br />— --- -2211 <br />3411 <br />4811 <br />#6 <br />#7 <br />82" <br />#8 <br />#9 <br />108" <br />137" <br />#10 <br />173" <br />#11 <br />213" <br />REVISION DESCRIPTION <br />CONCRETE MIX NOTES: <br />1. LPS DENOTES LARGEST PARTICLE SIZE BASED ON THICKNESS OF ELEMENT BEING PLACED. <br />2. MAXIMUM SLUMP IS NEVER TO BE EXCEEDED (THIS VALUE ALREADY INCLUDES TOLERANCE). <br />3. CONCRETE MIXES FOR SLAB ON GROUND CONSTRUCTION SHALL COMPLY WITH ACI 302.1R-15, SECTION 8.9 REGARDING AGGREGATE <br />GRADATIONS. <br />4. AGGREGATE PROPORTIONS GRADATIONS FOR CONCRETE MIXTURES USED FOR SLABS ON GROUND SHALL ACHIEVE OPTIMAL COARSENESS AND <br />WORKABILITY FACTORS. THE COARSENESS FACTORS SHALL BE BETWEEN 45 AND 75. THE WORKABILITY FACTOR SHALL BE BETWEEN 38 <br />AND 44 WHEN THE COARSENESS FACTOR IS BETWEEN 34 AND 40 AND WHEN THE COARSENESS FACTOR IS 75. LINEAR INTERPOLATION <br />OF THE WORKABILITY FACTOR IS PERMITTED BETWEEN INDICATED COARSENESS FACTORS. <br />5. LIMIT WATER CEMENT RATIO TO A MAXIMUM OF 0.5 FOR ALL SLABS WITH MOISTURE SENSITIVE COVERINGS, UNLESS CHART ABOVE OR <br />OTHER CRITERIA ARE MORE RESTRICTIVE. <br />LIMITS ON CEMENTITIOUS MATERIALS <br />CEMENTITIOUS MATERIALS <br />MAXIMUM o OF TOTAL CEMENTITIOUS <br />MATERIALS BY MASS <br />FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 <br />25 <br />SLAG CEMENT CONFORMING TO ASTM C989 <br />50 <br />SILICA FUME CONFORMING TO ASTM C1240 <br />10 <br />TOTAL OF FLY ASH OR OTHER POZZOLANS AND SILICA FUME <br />35 <br />TOTAL OF FLY ASH OR OTHER POZZOLANS, SLAG CEMENT, AND SILICA FUME <br />50 <br />MATERIALS <br />REINFORCING STEEL .................................................. ASTM A615, GRADE 60 <br />FIBER REINFORCING............................................................ ASTM A820 <br />DEFORMED BAR ANCHORS ............ PRODUCED FROM LOW ALLOY STEEL COMPLYING WITH ASTM A496 <br />ADHESIVE ANCHORS .................................................. SEE NOTES THIS SHEET <br />WELDED WIRE REINFORCEMENT................................................... ASTM A1064 <br />NON -SEISMIC SPLICE LENGTH <br />GRADE 60 DEFORMED BARS <br />4,000-PSI CONCRETE <br />BAR <br />SIZE <br />Lst <br />(in) <br />#3 <br />12" <br />20" <br />#4 <br />- <br />#5 <br />- - -- <br />30" <br />#6 <br />42" <br />#7 <br />72" <br />#8 <br />#9 <br />94" <br />1191, <br />#10 <br />150" <br />#11 <br />185" <br />TABLE ASSUMES 1" MIN COVER <br />0 <br />D Addendum #1 <br />B PI <br />DRN. REV. DATE REV. <br />REVISION DESCRIPTION <br />5 <br />SPLICE LENGTH <br />TOP BAR <br />SPLICE LENGTH <br />X1.3 >12" CONCRETE BELOW <br />4/16/2018 <br />2/21 /2018 <br />DRN. REV. DATE <br />4 <br />STAGGER SPLICES FOR <br />CONCRETE WALLS AND <br />SLABS <br />HASKELL I he Haskell Company <br />l Riverside Avenue <br />Jacksonville, Fkxida 32202 <br />Phone # (904) 791-4500 <br />DRAWN: DESIGN FIRM <br />01007 <br />CONTROLNO.: <br />SLABS -ON -GROUND <br />CONTROL AND CONSTRUCTION JOINTS IN SLABS -ON -GROUND SHALL BE LOCATED ON COLUMN GRID LINES AND <br />OTHER LOCATIONS AS INDICATED. <br />REINFORCING STEEL <br />LAP SPLICES SHALL BE CLASS B TENSION SPLICES UNLESS NOTED OTHERWISE. SEE CHART FOR SPECIFIC LAP <br />LENGTHS. D <br />CONTINUOUS REINFORCING IN WALLS AND SLABS MAY BE SPLICED, AS REQUIRED, PROVIDED BARS ARE OF THE <br />LONGEST PRACTICABLE LENGTH AND ALL SPLICES ARE SHOWN ON REINFORCING SHOP DRAWINGS. STAGGER <br />SPLICES. <br />PROVIDE DOWELS TO MATCH REINFORCEMENT IN ALL WALLS, COLUMNS, PIERS AND FOUNDATIONS. ADD 245 <br />CONTINUOUS AT THE TOPS OF ALL WALLS. <br />CONFORM TO AWS D1.4 FOR ALL WELDING OF REINFORCING BARS. <br />CAST -IN -PLACE CONCRETE <br />SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF OPENINGS <br />AND SLEEVES. SPREAD REINFORCEMENT AT OPENINGS AND SLEEVES UNLESS <br />OTHERWISE INDICATED. DO NOT CUT REINFORCEMENT. <br />CAST SLABS AND BEAMS MONOLITHICALLY EXCEPT WHERE OTHERWISE INDICATED. <br />CONCRETE COVERAGE FOR REINFORCEMENT: <br />LOCATION............................................................. MINIMUM COVER <br />CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH .................... 3 INCHES <br />CONCRETE EXPOSED TO EARTH AND/OR WEATHER <br />NO. 6 BARS AND HIGHER ................................................... 2 INCHES <br />NO. 5 BARS AND SMALLER .............................................. 1 1/2 INCHES <br />CONCRETE NOT EXPOSED TO EARTH OR WEATHER <br />NO.14 BARS AND HIGHER ............................................... 1 1/2 INCHES <br />NO. 11 BARS AND SMALLER ............................................... 3/4 INCHES <br />TILT -UP CONCRETE <br />CAST WALLS MONOLITHICALLY EXCEPT WHERE OTHERWISE INDICATED. <br />SEE STRUCTURAL 200 SERIES DRAWINGS FOR PANEL DIMENSIONS, OPENINGS AND REINFORCING. <br />APPLY BOND BREAKER IN MINIMUM 2 PERPENDICULAR COATS PRIOR TO PLACEMENT OF <br />REINFORCING BARS. <br />CONCRETE COVERAGE FOR REINFORCEMENT: 1 INCH MINIMUM, 3/4 INCH AT REVEALS. <br />INSTALL ALL EMBED PLATES, AND LIFTING AND BRACING INSERTS AS INDICATED. DO NOT <br />FLOAT IN EMBED PLATES. <br />LIFTING: <br />ENSURE VIA TESTING THAT CONCRETE HAS ACHIEVED MINIMUM 2500 PSI COMPRESSIVE <br />STRENGTH PRIOR TO LIFTING. <br />USE SPREADER BEAMS AND RIGGING SHOWN ON THE LIFTING DRAWINGS WHEN ERECTING PANELS. <br />LIFT PANELS IN ONE CONTINUOUS OPERATION UNTIL PANELS ARE VERTICAL. <br />WELD v <br />yr-5I9 <br />MINIMUM WELD DBA TO PLATE <br />BAR PERPENDICULAR TO PLATE <br />BAR <br />DIA <br />WELD SIZE <br />(in) <br />MIN. PLATE <br />THICKNESS <br />(in) <br />3/8" <br />1 /4 <br />1 /4 <br />1/2" <br />5/16 <br />1/4 <br />5/8" <br />3/4" <br />3/8 <br />1 /4 <br />5/16 <br />7/16 <br />7/8" <br />1/2 <br />3/8 <br />1" <br />9/16 <br />3/8 <br />1 1 /8" <br />5/8 <br />7/16 <br />11/4" <br />11/16 <br />112 <br />13/8" <br />3/4 <br />9/16 <br />NOTES: <br />1. ALL TABLES ARE FOR 36 KSI PLATE YIELD STRENGTH, E70 WELDING <br />ELECTRODE, AND GRADE 60 BAR.. <br />2. WELD LENGTHS SHOKN IN TABLES FOR DBA'S ARE TO DEVELOP FULL <br />STRENGTH OF BAR <br />LENGTH <br />i <br />W <br />MINIMUM WELD DBA TO PLATE <br />BAR PARALLEL TO PLATE <br />BAR <br />DIA <br />PLATE THICKNESS <br />114" <br />5116" <br />3/8" <br />7116" <br />2112" <br />WELD LENGTH <br />(in) <br />WELD LENGTH <br />(in) <br />WELD LENGTH <br />(in) <br />WELD LENGTH <br />(in) <br />WELD LENGTH <br />(in) <br />3/8" <br />11/2 <br />11/2 <br />11/2 <br />11/2 <br />11/2 <br />1/2" <br />5/8" <br />2 <br />2 <br />2 <br />2 <br />2 <br />21 /2 <br />21 /2 <br />21/2 <br />21 /2 <br />21 /2 <br />3/4" <br />7/8" <br />V <br />3 <br />3 3/4 <br />3 <br />3 <br />3 <br />3 <br />31 /4 <br />31 /4 <br />31 /4 <br />3 3/4 <br />31 /4 <br />3 3/4 <br />5 <br />4 <br />3 3/4 <br />1 1/8" <br />61 /4 <br />5 <br />41 /4 <br />41 /4 <br />41 /4 <br />1 1 /4" <br />8 <br />61 /4 <br />7 3/4 <br />51 /4 <br />61 /2 <br />4 3/4 <br />4 3/4 <br />1 3/8" <br />9 3/4 <br />51 /2 <br />5 3/4 <br />ti WAREHOUSE EXPANSION <br />a ZEPHYRHILLS NATURAL SPRING WATER <br />ZEPHYRHILLS, FLORIDA <br />The Information contained on this document is the sole property of NWN <br />^TK EP:I ill EFiH r Kand may not be copied or disclosed to others unless authorized by NI <br />(�R TSICE URI VE, �I E �0 DATE: D.M.: SCALE: <br />CUPPELL, TExA.D 7.`,U19 <br />3 2 <br />STRUCTURAL <br />CONCRETE NOTES <br />SIZE SHEET NO. <br />D S-002 <br />REV. NO. <br />C <br />IQ <br />0 <br />