Slab Design Load Criteria Sample Clauses

Slab Design Load Criteria. 1. Floor framing and columns have been designed to accommodate the following load criteria:
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Slab Design Load Criteria. 05310 - STEEL DECK Composite floor deck shall be of type, material and dimension as indicated on the construction documents. Deck manufacturer shall certify that products furnished comply with requirements. Steel deck shall be installed by an experienced installer who has completed steel deck installations similar in material, design and to the extent indicated for this project. Fabricate panels to comply with “SDI Specifications and Commentary for Composite Steel Floor Deck”. Deck panels and accessories will be installed accordingly to applicable specifications and commentary in SDI Publication No. 29, manufacturers written instructions and other requirements of construction documents. Landlord will engage a qualified independent testing agency to perform field quality-control testing. 05500 - METAL FABRICATIONS Miscellaneous metal shapes shall be fabricated of ASTM A572, grade 59 or ASTM A-36 steel. Comply with requirements of AISC “Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings” and AISC “Specifications for the Design of Cold Formed Steel Structural Members.” External gratings over areaways shall be hot dipped galvanized after fabrication. Main and cross bars shall be rectangular, fully welded with plain traffic surface. Gratings over areaways adjacent to drives shall be designed for vehicular loading. All exterior ferrous metal shall be galvanized or as otherwise specified. Miscellaneous metal items to be provided include: Rough hardware, ladders, loose bearing and leveling plates, loose steel lintels, miscellaneous steel trim, supports for ceiling-hung toilet partitions, shelf angles and pipe bollards.

Related to Slab Design Load Criteria

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  • Research Plan The Parties recognize that the Research Plan describes the collaborative research and development activities they will undertake and that interim research goals set forth in the Research Plan are good faith guidelines. Should events occur that require modification of these goals, then by mutual agreement the Parties can modify them through an amendment, according to Paragraph 13.6.

  • Development Schedule The schedule for design and development of the "BASE BUILDING WORK" (as defined below) and the "TENANT IMPROVEMENTS" (as defined below), including, without limitation, the time periods for preparation, delivery, review, and approval of construction documents and performance pursuant to such documents, shall be in accordance with the Development Schedule attached hereto as Schedule A, subject to adjustment as mutually agreed by the parties in writing or as provided in this Work Letter (the "DEVELOPMENT SCHEDULE").

  • Service Level Standards The parties agree to negotiate in good faith certain service level standards that, once agreed upon, will be incorporated into this Agreement subsequent to the effective date of the Agreement.

  • Project Schedule Contractor shall perform the Work in accordance with the Project Schedule.

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