WPC4  
      2      B       P   Z             Courier 10cpi #| x              x 6X   @ 8 X@Canon BJ-200ex (LQ mode)             CB20LQMO.PRS x 
   @   ,hX@Courier 10cpi  2     V   @   Z                   ? x x x h    Aox 6X   @ 8 X@Canon BJ-200ex (LQ mode)             CB20LQMO.PRS x 
   @   ,h  @#| x           2         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 13121

L PRE-ENGINEERED BUILDINGS


PART 1   GENERAL

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

   ?   ((                    A.  H Pre-engineered and shop fabricated structural steelbuilding frame.(#

   ? `	 1.02   REFERENCES

   ? 
  ((   A. H AISC - Specification for the Design, Fabrication andErection of Structural Steel for Buildings.(#

   ? H  ((                   B.   ASTM A36 - Structural Steel.

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

   ? 0  ((                   D.  H ASTM A307 - Carbon Steel Externally Threaded StandardFasteners.(#

   ?   ((                   E.  H ASTM A325 - High Strength Bolts for Structural SteelJoints.(#

   ?   ((                   F.  H ASTM A386 - Zinc-coating (Hot-Dip) on Assembled SteelProducts.(#

   ? 8  ((                   G.  H ASTM A446 - Steel Sheet, Zinc-Coated (Galvanized) by theHot-Dip Process, Structural (Physical) Quality.(#

   ?   ((                   H.  H ASTM A490 - Quenched and Tempered Alloy Steel Bolts forStructural Steel Joints.(#

   ?   ((                   I.  H ASTM A500 - Cold-Formed Welded and Seamless Carbon SteelStructural Tubing in Rounds and Shapes.(#

   ? @  ((        	           J.  H ASTM A501 - Hot Formed Welded and Seamless Carbon SteelStructural Tubing.(#

   ? !  ((        
           K.  H ASTM A525 - Steel Sheet, Zinc-Coated (Galvanized) by theHot-Dip Process, General Requirements.(#

   ? #  ((                   L.  H ASTM A529 - Structural Steel with 42,000 psi (290 MPa)Minimum Yield Point.(#

   ? H&  ((                   M.  H ASTM A572 - High Strength Low Alloy Columbium-VanadiumSteel of Structural Quality.(#

   ? (  ((                   N.   AWS A2.0 - Standard Welding Symbols.
   h)         0*0*0*  ԌSection 13121  Page 2

   ?  ((                  O.    AWX D1.1  Structural Welding code.

((  P.   SSPC - Steel Structures Painting Council.

   ?  1.03.   SYSTEM DESCRIPTION

   ? @  ((   A. H Modular rigid frame supported with intermediate columns. (#

   ?   ((   B.  Bay spacing as shown on Drawings.

   ? `	  ((   C. H Primary Framing: XX% Rigid frame of rafter beams andcolumns, intermediate columns braced frames and windbracing.(#

   ?   ((   D. H Secondary Framing:  Purlins, girts, eave struts, flangebracing, sill supports, clips, and other items detailed.(#

   ?   ((   E. H Roof Slope:  See Drawings.(#

   ? h 1.04   DESIGN REQUIREMENTS

 ((   A.  Members to withstand dead load, applicable snow load, and((   design loads due to pressure and suction of wind((   calculated in accordance with applicable code.

   ?  1.05   SUBMITTALS

   ?   ((   A.  Submit under provisions of General Conditions.

   ? 8  ((   B. H Shop Drawings:  Indicate assembly dimensions, locations ofstructural members, connections, attachments, etc.(#

   ?   ((   C. H Indicate wall and roof system dimensions, panel layout,general construction details, anchorages and method ofanchorage, method or installation.(#

   ?   ((   D. H Indicate framing anchor bolt settings, sizes, andlocations from datum.(#

   ?    ((   E. H Indicate welded connections with AWS A2.0 welding symbols.Indicate net weld lengths.(#

   ? `"  ((   F. H Manufacturer's Installation Instructions:  Indicatepreparation requirements and assembly sequence. (#

   ? $ 1.06   PROJECT RECORD DOCUMENTS

   ? H&  ((   A.  Submit under provisions of General Conditions.



   h)         0*0*0*  ԌSection 13121  Page 3

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

   ?    ((   A. H Fabricate structural steel members in accordance withAISC-Specification for the Design, Fabrication andErection of Structural Steel for Buildings.(#

   ? @ 1.08  QUALIFICATIONS

   ?   ((   A. H Manufacturer: Company specializing in manufacturing theproducts specified in this Section with minimum 5 yearsdocumented experience.(#

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

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

   ? 0 1.09   REGULATORY REQUIREMENTS

   ?   ((   A. H Conform to applicable code for submission of  reviewedshop drawings and as required for acquiring permit.(#

   ?   ((   B. H Cooperate with regulatory agency or authority and providedata as requested.(#

   ? p 1.10   PRE-INSTALLATION CONFERENCE

   ?    ((   A. H Convene one week prior to commencing work of this Section,under provisions of General Conditions.(#

   ? X 1.11   FIELD MEASUREMENTS

   ?   ((   A. H Verify that field measurements are as indicated on shopdrawings.(#

   ? @ 1.12   WARRANTY

   ?    ((   A. H Provide one year warranty under provisions of GeneralConditions.(#

   ? (#  ((   B. H Warranty:  Include coverage for exterior pre-finishedsurfaces to cover pre-finished color coat againstchipping, cracking or crazing, blistering, peeling,chalking, or fading.(#

   ? '  ((   C. H Warranty:  Include coverage for weather tightness ofbuilding enclosure elements after installation.(#

   h)         0*0*0*  ԌSection 13121  Page 4

PART 2   PRODUCTS

   ?   2.01   MATERIALS - FRAMING

   ?   ((   A. H Structural Steel Members:  ASTM A36.(#

   ? @  ((   B. H Structural Tubing: XX% ASTM A500, Grade B.(#

   ?   ((   C.  Plate or Bar Stock:  ASTM A529.

   ? `	  ((   D. H Anchor Bolts:  ASTM A307, unprimed.(#

   ? 
  ((   E. H Bolts, Nuts, and Washers:  ASTM A325.(#

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

   ?   ((   G. H Primer:  SSPC 15, Type 1, Red Oxide.(#

   ? h  ((   H. H Grout:  Non-shrink type, premixed compound consisting ofnon-metallic aggregate, cement, water reducing andplasticizing agents, capable of developing minimumcompressive strength of 2400 psi in two days and 7000 psiin 28 days.(#

   ?  2.02   MATERIALS - WALL AND ROOF SYSTEM

   ?   ((   A. H Sheet Steel Stock:  ASTM A446 Grade A, galvanized to ASTMA525 G90 designation.(#

   ?    ((   B. H Joint Seal Gaskets:  Manufacturer's standard type.(#

   ?   ((   C. H Fasteners:  Manufacturer's standard type, galvanized toASTM A386 1.25 oz/sq ft, finish to match adjacent surfaceswhen exterior exposed.(#

   ?   ((   D.  Bituminous Paint:  Asphaltic type.

   ? @  ((   E. H Sealant:  Manufacturer's standard type, non-staining,elastomeric, skinning.(#

2.03   FABRICATION - FRAMING

   ? (#  ((   A. H Fabricate members in accordance with AISC Specificationfor plate, bar, tube, or rolled structural shapes.(#

   ? %  ((   B. H Anchor Bolts:  Formed with bent shank, assembled withtemplate for casting into concrete.(#



   h)         0*0*0*  ԌSection 13121  Page 5

PART 3   EXECUTION

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

   ?   ((   A. H Verify site conditions under provisions of GeneralConditions.(#

   ?   ((   B. H Verify that foundation, floor slab, mechanical andelectrical utilities, and placed anchors are in correctposition.(#

   ? (
 3.02   ERECTION - FRAMING

   ?   ((   A.  Erect framing in accordance with AISC Specification.

   ? H  ((   B. H Provide for erection and wind loads.  Provide temporarybracing to maintain structure plumb and in alignment untilcompletion of erection and installation of permanentbracing.  (#

   ? 0  ((   C. H Set column base plates with non-shrink grout to full platebearing.(#

   ?   ((   D. H Do not field cut or alter structural members withoutapproval of Architect/Engineer.(#

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

   ? 8 3.03   TOLERANCES

   ?   ((   A. H Framing Members: XX% 1/4 inch from level; 1/8 inch  fromplumb.(#

 ((   
# END OF SECTION
