WPC,  
      2       B    V   P    Z             Courier 10cpi  ? x x x h    Aox 6X   @ 8 X@Canon BJ-200ex (LQ mode)             CB20LQMO.PRS x 
   @   ,h  @ #| x            2   W   C       V            Standard Printer                     STANPRIN.PRS x 
   @           ~R #| x      ? x x x 
     rx 6X   @ 8  X@ 2         *                                    Ђ  I. A. 1. a.(1)(a) i) a)                 1 .1  A. 1. a. 1) a)                                                                             X`	hp x (#%'0*,.8135@8:<H?A                    (	xX8xX 8"                     $ SECTION 03200

 CONCRETE REINFORCEMENT


PART 1   GENERAL

   ? x 1.01  SECTION INCLUDES

   ?   ((                    A.  H Reinforcing steel bars, wire fabric and accessories forcast-inplace concrete.(#

   ? `	 1.02   RELATED SECTIONS

   ? 
  ((   A.  Section 03100 - Concrete Formwork.

   ?   ((                   B.   Section 03300 - Cast-in-Place Concrete.

   ?   ((                   C.  H Section 03346 - Concrete Floor Finishing:  Reinforcementfor concrete floor toppings.(#

   ? h  ((                   D.   Unit Masonry System:  Reinforcement for masonry.

   ?  1.03   REFERENCES

   ?   ((   A.  ACI 301 - Structural Concrete for Buildings.

   ?   ((   B. H ACI SP-66 - American Concrete Institute - DetailingManual.(#

   ? p  ((   C. H ANSI/ASTM A82 - Cold Drawn Steel Wire for ConcreteReinforcement.(#

   ?   ((   D. H ANSI/ASTM A185 - Welded Steel Wire Fabric for ConcreteReinforcement.(#

   ?    ((                   E.  H ANSI/ASTM A496 - Deformed Steel Wire Fabric for ConcreteReinforcement.(#

   ? x  ((                   F.  H ASTM A615 - Deformed and Plain Billet Steel Bars forConcrete Reinforcement.(#

   ?    ((                   G.  H ASTM A617 - Axle Steel Deformed and Plain Bars forConcrete Reinforcement.(#

   ? (#  ((                   H.  H ASTM A704 - Welded Steel Plain Bar or Rod Mats forConcrete Reinforcement.(#

   ? %  ((                   I.  H ASTM A706 - Low-Alloy Steel Deformed Bars for ConcreteReinforcement.(#

   ? '  ((        	           J.  H ASTM A767 - Zinc-Coated (Galvanized) Bars for ConcreteReinforcement.(#
   h)         0*0*0*  ԌSection 03200  Page 2

   ?  ((       
           K.   AWS D12.1 - Welding Reinforcement Steel, Metal Inserts and((   Connections in Reinforced Concrete Construction.

   ?   ((                   L.  H CRSI - Concrete Reinforcing Steel Institute Manual ofPractice.(#

   ? @  ((                   M.  H CRSI 63 - Recommended Practice For Placing ReinforcingBars.(#

   ?   ((                   N.  H CRSI 65 - Recommended Practice For Placing Bar Supports,Specifications and Nomenclature.(#

1.04   SUBMITTALS

 ((  A.  Submit under provisions of General Condtions

   ?   ((   B. H Shop Drawings:  Indicate bar sizes, spacings, locations,and quantities of reinforcing steel and wire fabric,bending and cutting schedules, and supporting and spacingdevices.(#

   ?  1.05   QUALITY ASSURANCE

   ?   ((   A. H Perform Work in accordance with CRSI 63, 65 and Manual ofPractice ACI 301 ACI SP-66.(#

   ?   ((   B. H Submit certified copies of mill test report ofreinforcement materials analysis.(#

   ? 8  ((   C. H Provide Architect/Engineer with access to fabricationplant to facilitate inspection of reinforcement.  Providenotification of commencement and duration of shopfabrication in sufficient time to allow inspection.(#

   ?   1.06   QUALIFICATIONS

   ?   ((   A. H Design reinforcement under direct supervision of aProfessional Structural Engineer experienced in design ofthis work and licensed in the State of Louisiana.(#

   ?   1.07   COORDINATION

   ? `"  ((   A. H Coordinate work under provisions of Section 01039. (#

   ? #  ((   B. H Coordinate with placement of formwork, formed openings andother Work.(#





   h)         0*0*0*  ԌSectio 03200  Page 3

PART 2   PRODUCTS

   ?   2.01   REINFORCEMENT

   ?   ((   A. H Reinforcing Steel:  ASTM A615, 60 ksi yield grade;deformed billet steel bars, plain finish.(#

   ?   ((   B. H Welded Steel Wire Fabric:  ASTM A185 Plain Type ASTM A497Welded Deformed Type ASTM A497 Deformed Type; in flatsheets; plain finish.(#

2.02   ACCESSORY MATERIALS

   ?   ((   A. H Tie Wire:  Minimum 16 gage annealed type. (#

   ? H  ((   B. H Chairs, Bolsters, Bar Supports, Spacers: = Sized andshaped for strength and support of reinforcement duringconcrete placement conditions including load bearing padon bottom to prevent vapor barrier puncture.(#

   ? 0  ((   C. H Special Chairs, Bolsters, Bar Supports, Spacers Adjacentto Weather Exposed Concrete Surfaces:  Plastic coatedsteel type; size and shape as required.  For slabs ongrade use supports with sandplates or horizontal runners.(#

   ?  2.03 FABRICATION

   ?   ((   A. H Fabricate concrete reinforcing in accordance with CRSIManual of Practice ACI SP-66.(#

   ?    ((   B. H Locate reinforcing splices not indicated on Drawings, atpoint of minimum stress.  Review location of splices withArchitect/Engineer.(#


PART 3   EXECUTION

   ? x 3.01  PLACEMENT

   ?    ((   A. H Place, support and secure reinforcement againstdisplacement.  Do not deviate from required position.(#

   ? `"  ((   B.  Do not displace or damage vapor barrier.

   ? #  ((   C.  Accommodate placement of formed openings.

   ? %  ((   D  1 .1  A. 1. a. 1) a)                   1 .1  A. 1. a. 1) a)                                                                       Conform to applicable code for concrete cover over((   reinforcement.



   h)         0*0*0*  ԌSection 03200  Page 4

   ?  3.02   FIELD QUALITY CONTROL

   ?    ((   A. H Field inspection will be performed under provisions ofSection 01400.(#


# END OF SECTION
