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 05210

$ STEEL JOISTS


PART 1   GENERAL

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

   ?   ((                    A.  H Open web steel joists and shear stud connectors, withbridging, attached seats, and anchors.(#

   ? `	  ((                   B.  H Loose bearing plates and anchor bolts for site placement.(#

   ? 
  ((                   C.  H Framed floor openings greater than 18 inches (450 mm).(#

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

   ?   ((                   D.  H Section [_____-__________]: Grouting base plates[.] [andbearing plates.](#

   ? h  ((   B. H Section 05500 - Metal Fabrications: Non-framing steelfabrications.(#

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

   ? P  ((   A. H ASTM A108 - Steel Bars, Carbon, Cold-Finished, StandardQuality.(#

   ?   ((   B. H ASTM A153 - Zinc Coating (Hot Dip) on Iron and SteelHardware.(#

   ?    ((   C.  ASTM A307 - Carbon Steel Threaded Standard Fasteners.

   ?   ((   D. ASTM A325 - High Strength Bolts for Structural Steel((   Joints.

   ?   ((                   E.   AWS D1.1 - Structural Welding Code.

   ? x  ((                   F.  H FS TT-P-636 - Primer Coating, Alkyd, Wood and FerrousMetal.(#

   ?    ((                   G.  H SJI - Standard Specifications for Open Web Steel Joists Jand H Series.(#

   ? (#  ((                   H.  H SJI - Standard Specifications for Longspan Steel Joists LHand LJ Series and Deep Longspan Steel Joists DLH and DLJSeries.(#

   ? H&  ((                   I.   SSPC - Steel Structures Painting Council.



   h)         0*0*0*  ԌSection 05210  Page 2

   ?  1.04  SUBMITTALS

   ?    ((   A.  Submit under provisions of General Conditions.
   ?   ((   B.  Shop Drawings:
   ?   ((          	           1.  (		 Indicate standard designations, configuration, sizes,spacing, locations of joists, joist leg extensions.(#	
   ? @  ((          	          2.  (		 Joist coding, bridging, connections attachments. (#	

   ?  ((  C. H Welders' Certificates: Submit manufacturer's certificatesunder provisions of General Conditions that weldersemployed on the Work have met AWS verification within theprevious 12 months.(#

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

   ? H  ((   A. H Perform Work in accordance with SJI StandardSpecifications, Load Tables, and Weight Tables, includingheaders and other supplementary framing.(#

   ? h  ((   B.  Maintain one copy of each document on site.

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

   ?   ((   A. H Fabricator: Company specializing in performing the work ofthis Section with minimum 5 years documented experience.(#

   ?   ((   B. H Erector: Company specializing in performing the work ofthis Section with minimum 5 years documented experience.(#

   ? 8  ((   C. H Design connections not detailed on the Drawings underdirect supervision of a Professional Structural Engineerexperienced in design of this work and licensed in theState of Louisiana.(#

   ?   1.07   DELIVERY, STORAGE, AND HANDLING

   ?   ((   A. H Deliver products to site under provisions of GeneralCondtions and to SJI requirements.(#

   ?    ((   B. H Store and protect products under provisions of GeneralConditions and to SJI requirements.(#

   ? `"  ((   C.  Protect joists from distortion or damage.

   ? # 1.08   FIELD MEASUREMENTS

   ? %  ((   A. H Verify that field measurements are as shown on Drawings[instructed by the fabricator.](#



   h)         0*0*0*  ԌSection 05210  Page 3

PART 2   PRODUCTS

((   Not used.

   ?  2.01   MATERIALS

   ? @  ((   A. H Open Web Joists Members: SJI Type [[H] [J] open web.][[LH] [LJ] longspan.] [[DLH] [DLJ] deep longspan.](#

   ?   ((   B. H Anchor Bolts, Nuts, and Washers: ASTM A307 galvanized toASTM A153.(#

   ? 
  ((   C. H Shear Stud Connectors: ASTM A108, Grade 1015, forgedsteel, headed, uncoated.(#

   ? H  ((   D.  Primer: FS TT-P-636.

   ?   ((   E. H Structural Steel For Supplementary Framing and Joist LegExtensions: ASTM A36.(#

   ? 0  ((   F. H Welding Materials: AWS D1.1; type required for materialsbeing welded.(#

   ?  2.02   FINISH

   ?   ((   A. H Shop prime joists.  Do not prime surfaces that will befield welded.(#
* 
PART 3   EXECUTION

   ?   3.01  EXAMINATION

   ?   ((   A. H Verify that field conditions are acceptable and are readyto receive work.(#

   ?   ((   B. H Beginning of installation means erector accepts existingconditions.(#

   ? @ 3.02   ERECTION

   ?    ((   A.  Erect and bear joists on supports.

   ? `"  ((   B. H Allow for erection loads.  Provide sufficient temporarybracing to maintain framing safe, plumb, and in truealignment until completion of erection and installation ofpermanent bridging and bracing.(#

   ? H&  ((   C. H Coordinate placement of anchors in concrete constructionfor securing bearing plates.(#

   ? (  ((   D. H After joist alignment and installation of framing, field (#
 ((     weld joist seat to bearing plates.   h)         0*0*0*  Ԍ   ?    ԙSection 05210  Page 7 xx!  XX% 

   ?  ((  E. H Position and field weld joist chord extensions and wallattachments.(#

   ?   ((   F. H Frame floor openings greater than 18 inches (450 mm) withsupplementary framing.(#

   ? @  ((   G. H Do not permit erection of decking until joists are braced,bridged, and secured.(#

   ?   ((   H. H Do not field cut or alter structural members withoutapproval of joist fabricator.(#

   ? 
  ((   I. H After erection, prime welds, abrasions, and surfaces notshop primed.(#

   ? H 3.03   ERECTION TOLERANCES

   ?   ((   A. H Maximum Variation From Plumb: 1/4 inch (6 mm).(#

   ? h  ((   B. H Maximum Offset From True Alignment: 1/4 inch (6 mm).(#

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

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



 # END OF SECTION
