Proposal巴特勒-英文(2011.8.24)2技巧.doc

Dedicated to Customer Success through Excellence. Butler (Shanghai) Inc. No.21 Baosheng Road, Songjiang Industrial Zone, Shanghai ZiP Code:201613 Tel: 021 Fax: 021Butler (Tianjin) Inc. No.151 Beihai Road, TEDA Developing Zone, Tianjin Zip code:300457 Tel: 022 Fax: 022BlueScope Buildings (Guangzhou) Limited No.98 Pubei Road, East District, Yunpu Industrial Zone, Huangpu, Guangzhou, Guangdong Province Zip510530 Tel: 020- Fax: 020- 阅读此报价时请先了解以下条款： Proposal必须与Costmaster互相吻合。销售部门任何人对Costmaster（Proposal）作的任何修改，其本人有责任将变化体现在Proposal（Costmaster）中。 此报价仅与销售（TS）书面提交给报价部Proposal Request Form及Sketch要求符合。不保证完全满足其它任何材料（如业主招标文件，建筑图等）的要求。 此报价接受者有责任对此Proposal供货范围及材料规格校核，以确保与您的要求相符。 DATE:2011,8,24 TO: ATTN.:Bob Lu FROM:Xiao Yan/Tim Zhu RE: Butler Proposal No.: B102016592(Rev.5) NUMBER OF PAGES: SEND TO FAX NUMBER: PROPOSAL TYPE Please consider this proposal to provide materials for the following Butler pre-engineered metal building (“PEMB”) and its related components as specified herein. Proposal type: Firm DESIGN RECURENCE INERVAL Butler will use 50 years recurrence interval for design against load failure BUILDING RELIABILITY LEVEL: 2 MAIN DESIGN BUILDING CODES Technical Specification for Steel Structure of Light –weight Buildings with gabled Frames CECS102:2002 Code for Design of Steel Structures GB50017-2003 Load Code for the Design of Building Structures GB50009-2001 Code for Seismic Design of Buildings GB50011-2001 Technical Code of Cold-formed Thin-wall Steel Structures GB50018-2002 FM DESIGN LOADS Chinese Code Roof Live Load frame/purlin 0.3/0.5kN/m2 Roof Reference Snow Load 0.35kN/m2 Roof Collateral Load frame/purlin 0.2/0.2kN/m2 Reference Wind Load 0.4kN/m2 , exposure B Design Seismic Intensity 7o(0.10g) Group 1 Importance Category: C Soil Profile:II Roof Dust Load No Note：Full