SP Code of Standard Practice by New Millennium Building Systems

More catalogs by New Millennium Building Systems | SP Code of Standard Practice | 10 pages | 2013-07-11

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New Millennium Building Systems is a wholly owned subsidiary of Steel Dynamics Inc.

Fort Wayne, IN
7575 W. Jefferson Ave.
Fort Wayne, IN 46804
Phone: (260) 969-3500

http://www.newmill.com/

Featured catalog pages of SP Code of Standard Practice

code of standard practice special profile steel joists sp-series structural drawings the graphic or pictorial portions of the contract documents showing the design location and dimensions of the work these documents generally include plans elevations sections details connections all loads schedules diagrams and notes 1.4 design in the absence of ordinances or specifications to the contrary all designs prepared by the specifying professional shall be in accordance with the special profile steel joist sp-series specification of latest adoption 1.5 responsibility for design and erection when material requirements are specified the seller/nmbs shall assume no responsibility other than to furnish the items listed in section 5.2a when material requirements are not specified the seller/nmbs shall furnish the items listed in section 5.2a in accordance with special profile steel joists sp-series specification of latest adoption and this code pertinent design information shall be provided to

code of standard practice sp-series 2.3 sloped end bearings where sp-series joists are sloped beveled ends or sloped end bearings may be provided where the slope exceeds 1/4 inch in 12 inches 1:48 when sloped end bearings are required the seat depths shall be adjusted to maintain the standard height at the shallow end of the sloped bearing 2.4 extended ends extended ends shall be in accordance with nmbs standards and shall meet the requirements of special profile steel joists sp-series specification of latest adoption 2.5 ceiling extensions ceiling extensions shall be furnished to support ceilings which are to be attached to the bottom of the joists they are not furnished for the support of suspended ceilings the ceiling extension shall be either an extended bottom chord element or a loose unit and shall be of sufficient strength to properly support the ceiling 2.6 bridging and bridging anchors a bridging standard with nmbs and complying with the special profile steel joists

code of standard practice sp-series · note rusting should be expected at any abrasion · dirt · diesel smoke · road salt · weather conditions during storage nmbs shall not be responsible for the field touch-up nmbs shall not be responsible for the condition of the paint if it is not properly protected after delivery · one shop coat of paint when specified shall be in accordance with section 3.2 b the following items shall not be included in the estimate but may be quoted and identified by nmbs as separate items · steel deck · miscellaneous framing between sp-series joists for openings at ducts dumbwaiters ventilators skylights etc · loose individual or continuous bearing plates and bolts or anchors for such plates · erection bolts for sp-series joist end anchorage inspections shall be made in accordance with the special profile steel joists sp-series specification of latest adoption · horizontal bracing in the plane of the top and bottom chords from sp-series joist to

code of standard practice sp-series the specifying professional shall calculate and provide the magnitude and location of all sp-series joist loads this includes all uniform and special loads drift loads unbalanced loads mechanical loads net uplift axial loads end moments structural bracing loads or other applied loads which are to be incorporated into the joist design when necessary to clearly convey the information a load diagram or load schedule shall be provided the specifying professional shall give due consideration to the following loads and load effects 1 ponded rain water 2 accumulation of snow in the vicinity of obstructions such as penthouses signs parapets adjacent buildings etc 3 wind 4 type and magnitude of end moments and/or axial forces at the joist end supports shall be shown in the contract documents for moment resisting joists framing near the top of a column due consideration shall be given to extend the column length to allow a plate type connection between the

code of standard practice sp-series asd load diagram example u.s customary units and metric units load diagram per asce 7 2.4.13 d s 24 spbw 240/180 lrfd load diagram example u.s customary units and metric units load diagram per asce 7 2.3.23 1.2d+1.6s www.newmill.com sp-series code of standard practice 24 spbw 360/288

code of standard practice sp-series b connections minimum bearing seat attachment for simple span gravity loading no horizontal thrust shall be in accordance with special profile steel joists sp-series specification of latest adoption the specifying professional is responsible for the design of the joist connection when it is subject to any other loads including horizontal thrusts uplift end moments or lateral loads the specifying professional is also responsible for bridging termination connections the contract documents must clearly indicate these connections c special considerations the specifying professional shall indicate in the contract documents special considerations including · profiles for sp-series joists · oversized or other non-standard web openings · extended ends · deflection criteria for live and total loads · bridging other than nmbs standard bridging 6.2 plans furnished by seller/nmbs the seller/nmbs shall furnish the buyer with sp-series joist placement plans

code of standard practice sp-series standing or who by extensive knowledge training and experience has successfully demonstrated the ability to solve or resolve problems relating to the subject matter the work or the project the current osha safety standards for steel erection 29 cfr part §1926 subpart r steel erection contain regulations and definitions concerning the safe erection of steel including steel joists and joist girders nmbs special profile steel joists spseries specifications have increased restrictions beyond those in the osha regulations as deemed prudent to enhance safe erection practice as sp-series joists have profiles resulting in higher center-of-gravity the erection procedures contained in the sp-series specifications and in the osha regulations should be considered minimum requirements and should be reviewed for application to sp-series joists by a qualified person 1 as defined by osha except for sp-series joists that have been preassembled into panels all

notes www.newmill.com

notes www.newmill.com

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