TESTING AND FIELD REVIEW See Section 05 00 50 - Testing of Structural Steel, Steel Joist Framing and Steel Decking. Prior to the commencement of work provide a schedule of shop fabrication to the Testing Agency. Products MATERIALS Steel: structural quality to CAN/CSAG40.20 and CAN/CSAG40.21. Welding Materials: to CSA W59. SPEC NOTE: Delete the MPI Green Performance Standard if sustainable building practices are not Paint Primer: [to CISC/CPMA 2-75] [as specified in Division 09, Painting and being Finishing Schedules][meeting requirements of MPI GPS-1-08 standard for VOC content] [to CISC/CPMA 1-73a]. SPEC NOTE: Delete the following requirement for Green Seal Standard if project is not attaining LEED certification. Note that only interior applications must meet the VOC content rich paint and touch-up primer for interior surfaces: meeting requirements of Green Seal Standard GS-11, for VOC content to be less than 250 g/l. DESIGN Unless otherwise noted open web steel joists shall be designed by the Specialty Structural Engineer to the reference Standards. Design joists of the depth and spacing shown on the drawings to carry the loads shown on the drawings in accordance with CSA S16. Design of bridging for steel joists shall conform to the requirements of CSA S16, unless otherwise indicated on the drawings. Refer to the drawings for areas of non-typical joist bridging and bracing. Joists shall have a live load deflection of less than 1/360 of the span unless noted otherwise. Line up openings and webs in adjacent joists to allow for passage of pipe, ducts, conduits, etc. Make allowance in joist design for support of pipes, ducts, conduits, etc. Where joists frame into both sides of a support, extend the top chord of the joists to the center of the support, unless shown otherwise.
TESTING AND FIELD REVIEW See Section 05 00 50 - Testing of Structural Steel, Steel Joist Framing and Steel Decking. Prior to the commencement of work provide a schedule of shop fabrication to the Testing Agency. Products MATERIALS Steel: structural quality to CAN/CSAG40.20 and CAN/CSAG40.21. Welding Materials: to CSA W59. SPEC NOTE: Delete the MPI Green Performance Standard if sustainable building practices are not being Paint Primer: [to CISC/CPMA 2-75] [as specified in Division 09, Painting and Finishing Schedules][meeting requirements of MPI GPS-1-08 standard for VOC content] [to CISC/CPMA 1-73a]. SPEC NOTE: Delete the following requirement for Green Seal Standard if project is not attaining LEED certification. Note that only interior applications must meet the VOC content rich paint and touch-up primer for interior surfaces: meeting requirements of Green Seal Standard GS-11, for VOC content to be less than 250 g/l. DESIGN Unless otherwise noted open web steel joists shall be designed by the Specialty Structural Engineer to the reference Standards. Design joists of the depth and spacing shown on the drawings to carry the loads shown on the drawings in accordance with CSA S16. Design of bridging for steel joists shall conform to the requirements of CSA S16, unless otherwise indicated on the drawings. Refer to the drawings for areas of non-typical joist bridging and bracing. Joists shall have a live load deflection of less than 1/360 of the span unless noted otherwise. Line up openings and webs in adjacent joists to allow for passage of pipe, ducts, conduits, etc. Make allowance in joist design for support of pipes, ducts, conduits, etc. Where joists frame into both sides of a support, extend the top chord of the joists to the center of the support, unless shown otherwise.
05_21_19B.docx