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Design Basis for Roof Truss

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Design Basis approval for roof truss
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    LITCO PROJ. NO. : LITCO DOC. NO. : RDB-LES-DB-TR-STC-06012018 CLIENT PROJ. NO. : CLIENT DOC. NO. : SIZE A4 NO. OF PAGES 22   00 07.01.2018 ISSUED FOR APPROVAL UA REVISION DATE DESCRIPTION PREPARED BY   CHECKED BY APPROVED BY CLIENT   CONSULTANT SUB-CONTRACTOR PROJECT DOCUMENT TITE DESIGN BASIS FOR OF ROOF TRUSS FOR BUILDING  –   C, D, E, F, G, H, CLUBHOUSE & MULTISTOREY CAR PARK    Document Title : Design Basis Project Title : Roof Truss For Building  –   C, D, E, F, G, H, Clubhouse & Multistorey Car Park  LITCO Doc. No.: , Date : 06.01.2018   Client Doc. No.: - Revision No.: 00 Page No. 2 Table of Contents 1.   PURPOSE …………………………….………………………………………………………  03 2.   SCOPE OF WORK ……………………………………………………………………… .. 03 3.   DESIGN CODE …………………………………………………………………………….  03 4.   DESIGN   DATA   ……………………………………………………………………………..  03 5.   SOFTWARE ……………………………………. . …………………………………………..  04 6.   WATERPROOFING APPLICATION ……………………………………….………………  05 7.   SAMPLE ROOF TRUSS DESIGN CALCULATION …………………….………………   12      Document Title : Design Basis Project Title : Roof Truss For Building  –   C, D, E, F, G, H, Clubhouse & Multistorey Car Park  LITCO Doc. No.: , Date : 06.01.2018   Client Doc. No.: - Revision No.: 00 Page No. 3 1.   PURPOSE The purpose of this document is to consolidate the design data’s furnished along with tender documents and to highlight LITCO assumptions & missing information required to perform the design work. Client is requested to confirm and approve this document prior to start of the project. 2.   SCOPE OF WORK The scope of this contract comprises design, delivery and installation of Roof Truss For Building  –  C, D, E, F, G, H, Clubhouse & Multistory Car Park for Al Andalus Residential District Buildings all as generally shown and bills of quantities contained in these documents 3.   DESIGN CODE AISI - American Iron and Steel Institute   4.   DESIGN DATA S.NO   DESCRIPTION AVAILABLE INPUTS LITCO REMARKS CLIENT REMARKS 1 Design Code - AISI & AISC 2 Material    Steel Members    Marine Plywood 18mm    Clay roof tile    Waterproofing    50x50mm Wooden planks Noted 3 Material Grade - S 275 4 Dead load    Self-weight of structure    Clay Ties  –  0.684 kN/m2 (With plywood) - 5 Live load    Live Load = 0.6 kN/m2 -    Document Title : Design Basis Project Title : Roof Truss For Building  –   C, D, E, F, G, H, Clubhouse & Multistorey Car Park  LITCO Doc. No.: , Date : 06.01.2018   Client Doc. No.: - Revision No.: 00 Page No. 4 6 Wind Load ASCE 7 - 02    Wind Speed  –  45 m/s.    Exposure category  –  C    Building category - III 7 Drawings AutoCAD & Structural Drawings Required 8 Rainwater 80mm dia Pipe Not in Scope 9 Suken Gutter Guards - Not in Scope 10 Bird Stopper - Not in Scope 11 GRC Decorative Eaves - Not in Scope 12 GRC Moulding - Not in Scope 13 Specification & Standards - Kindly Provide 5.   SOFTWARE 1.   Analysis and design of Steel Structural shall be performed using STADD Pro V8i.
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