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1、Butler PROPOSALQA FormNo.:310-2Effective Date: Jul/1/10 1Dedicated to Customer Success through Excellence.Butler (Shanghai) Inc.No.21 Baosheng Road, Songjiang Industrial Zone, ShanghaiZiP Code:201613Tel: 021-57741717, Fax: 021-57741813Butler (Tianjin) Inc.No.151 Beihai Road, TEDA Developing Zone, Ti
2、anjinZip code:300457Tel: 022-25321717, Fax: 022-25327696BlueScope Buildings (Guangzhou) Limited No.98 Pubei Road, East District, Yunpu Industrial Zone, Huangpu, Guangzhou, Guangdong Province Zip510530Tel: 020- 82251717, Fax: 020- 82251085 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 Costmas
3、ter（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:2011,8,24TO:ATTN.:Bob LuFROM:Xiao Yan/Tim ZhuRE:Butler Proposal No.: B102016592(Rev.5) NUMBER OF PAGES:SEN
4、D TO FAX NUMBER:PROPOSAL TYPEPlease consider this proposal to provide materials for the following Butler pre-engineered metal building (“PEMB”) and its related components as specified herein.Proposal type: FirmDESIGN RECURENCE INERVALButler will use 50 years recurrence interval for design against lo
5、ad failure BUILDING RELIABILITY LEVEL: 2MAIN DESIGN BUILDING CODES1) Technical Specification for Steel Structure of Light weight Buildings with gabled Frames CECS102:2002 Butler PROPOSALQA FormNo.:310-2Effective Date: Jul/1/10 22) Code for Design of Steel Structures GB50017-20033) Load Code for the
6、Design of Building Structures GB50009-20014) Code for Seismic Design of Buildings GB50011-20015) Technical Code of Cold-formed Thin-wall Steel Structures GB50018-20026) FMDESIGN LOADSChinese Code Roof Live Load frame/purlin 0.3/0.5kN/m2 Roof Reference Snow Load 0.35kN/m2Roof Collateral Load frame/pu
7、rlin 0.2/0.2kN/m2 Reference Wind Load 0.4kN/m2 , exposure BDesign Seismic Intensity 7o(0.10g) Group 1Importance Category: C Soil Profile:IIRoof Dust Load NoNote： Full snow loads on all spans are considered in design only.FM Requirement Roof Live Load 0.96kN/m2Wind Speed 38m/s(3 second gust wind)Snow
8、 Load 0.35kN/m2FM Rating:Field Zone I-75(field) Perimeter Zone I-120(perimeter zone) Corner Zone I-165(corner zone)FLOOR DESIGN LOADS AND ASSUMTIONSFloor Live Load 2.5/5.0/6.0/10/15 kN/ m2 Floor Dead Load 4.0 kN/ m2Floor Collateral Load 0 kN/ m2 Floor Partition Load 1.0kN/ m2 Vibrate Load: NoSpecial
9、 Equipment Load: NoRC Strength Rating: C30Corrosive: NoSpecial Notes for Collateral load: 1) The bridge load will be taken by roof beams(location refer to skecth)Deflection LimitsFrame Drift h/60h/240(With Mezz.)Roof Beam Deflection L/180(No Ceiling)L/240(With Ceiling)Purlin Deflection L/150(No Ceil
10、ing)L/240(With Ceiling)Girt Sideway Deflection: L/100Floor Beam Deflection: L/400( Dead+Live)Floor Stringers Deflection: L/250( Dead+Live)Butler PROPOSALQA FormNo.:310-2Effective Date: Jul/1/10 3Relative Humidity No special requirementBUILDING DESCRIPTIONExisting building 1:Width 48 m (column outer
11、line to column outer line)Length 152 m (column center line to column center line)Height 10.2 m Eave HeightBuilding Type Only supply reinforce steelRoof Pitch 7%Sidewall Bays 207.6mEndwall Spacing 68mRoof Condition Existing roofSiphon system on the grid CWall Condition Existing wallExisting building
12、2:Width 48 m (column outer line to column outer line)Length 129.2 m (column center line to column center line)Height 10.2 m Eave HeightBuilding Type Only supply reinforce steelRoof Pitch 7%Sidewall Bays 177.6mEndwall Spacing 68mRoof Condition Existing roofSiphon system on the grid DWall Condition Ex
13、isting wallNew building :Width 29.2 m (column outer line to column outer line)Length 129.2 m (column center line to column center line)Height 10.2 m Eave HeightBuilding Type Steel roof beam+claddingRoof Pitch 7%Sidewall Bays 177.6mModules 29.2 mEndwall Spacing 47.3mRoof Condition MR2475mm WMV-VRWall
14、 Condition Butler wall panel is sitting 1.5 m height WainscotBRII+75mm FSK Insulation+BRII liner Common wall with adjacent buildings is not by ButlerNew office :Width 85.2/77.2 m (column outer line to column outer line)Length 33.1 m (column center line to column Butler PROPOSALQA FormNo.:310-2Effect
15、ive Date: Jul/1/10 4outer line)Height 10.2 m Eave HeightBuilding Type Multi-ridgeRoof Pitch 7%Sidewall Bays 6.9m+27.6m+25.5Modules 8m+11.2m+18m+224m/11.2m+18m+224mEndwall Spacing 8m+25.6m+29m+68mMezzanine Floor Height 4.9 mRoof Condition MR2475mm WMV-VRSiphon system on the grid C&DInerior eave gutter on the grid F W
