VA FED H-08-1 SEC 13121-2003 PRE-ENGINEERED METAL BUILDINGS《预制金属建筑》.pdf
《VA FED H-08-1 SEC 13121-2003 PRE-ENGINEERED METAL BUILDINGS《预制金属建筑》.pdf》由会员分享,可在线阅读,更多相关《VA FED H-08-1 SEC 13121-2003 PRE-ENGINEERED METAL BUILDINGS《预制金属建筑》.pdf(10页珍藏版)》请在麦多课文档分享上搜索。
1、01-03M 13121-1 SECTION 13121 PRE-ENGINEERED METAL BUILDINGS SPEC WRITER NOTE: Delete between /-/ if not applicable to project. Also delete any other item or paragraph not applicable in the section and renumber the paragraphs. PART 1 - GENERAL 1.1 DESCRIPTION This section covers materials, labor and
2、equipment required to complete the pre-engineered metal building shown and specified. 1.2 RELATED WORK A. Steel Windows: Section 08510, STEEL WINDOWS. B. Concrete curbs and foundations: Section 03300, CAST-IN-PLACE CONCRETE. C. Structural Steel, Section 05120, STRUCTURAL STEEL. D. Builders Hardware:
3、 Section 08710, BUILDERS HARDWARE. E. Color of panels, and other components: Section 09050, INTERIOR/EXTERIOR FINISHES, MATERIALS, AND FINISH SCHEDULE. 1.3 MANUFACTURERS QUALIFICATIONS A. Approval by Contracting Officer is required of products or service of proposed manufacturer, suppliers and insta
4、llers, and will be based upon submission by Contractor of certification that: B. Manufacturer regularly and presently manufactures pre-engineered metal buildings as specified as one of its principal products. C. Installer has technical qualifications, experience, trained personnel and facilities to
5、install specified items. Approval will not be given, however, where experience record is one of unsatisfactory performance. D. Manufacturers product submitted has been in satisfactory and efficient operation on three installations similar and equivalent to this project for three years. Submit list o
6、f installations. 1.4 DESIGN CRITERIA A. Design metal buildings to resist the dead load, the live load, and the combination of these loads as set forth in Metal Building Manufacturers Association (MBMA) “Recommended Design Practices Manual“. SPEC WRITER NOTE: Check roof live load and wind load with s
7、tructural. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-01-03M 13121-2 1. Roof Live Load: / 150 / 200 / Kg/m (/ 30 / 40 / pounds per square foot) applied on horizontal projection of roof structure. 2. Wind Load: / 100 / 150 / Kg/m (/ 20 / 30 / pou
8、nds per square foot) pressure. 3. Seismic loading as required by Uniform Building Code. 4. Auxiliary loads consisting of / crane loads / special equipment / other /. SPEC WRITER NOTE: Check paragraph below with Facility Quality Office, Standard Service. B. Deflection Limits (Live and Wind Loads Only
9、): 1. Roof Framing: L/270. 2. Roof Panels: L/180. 3. Walls Panels: L/180., where L = Span length. C. Metal Building components shall be capable of supporting design loads without permanent deformation, loss of watertightness, or disengagement of any part of installation. D. Maximum “U“ Value: Total
10、“U“ value through wall panel, roof panels, and insulation shall not be greater than / 1W/M K / (/ 0.175 /) and shall take infiltration and stud effect at joints into account. E. Structural steel sections shall be designed in accordance with AISC, “Specification for the Design, Fabrication, and Erect
11、ion of Steel Buildings“. Light gage cold formed structural members shall be designed in accordance with latest edition of AISI, “Specifications for the Design of Light Gage Cold Formed Steel Structural Members“. Welding shall comply with AWS Standard No. D1.1. 1.5 SUBMITTALS A. Submit in accordance
12、with Section 01340, SAMPLES AND SHOP DRAWINGS, furnish the following: B. Samples: Wall and roof panels, 600 mm (24-inch) wide by 300 mm (12 inch) high sections, with factory finish in specified colors. Fasteners for panels C. Certificates: 1. Stating that the zinc coating on steel panels is the spec
13、ified thickness. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-01-03M 13121-3 2. Stating that the thermal values of the roof and wall panels with insulation meet the specified requirements. 3. Indicating manufacturers and installers meet qualificat
14、ions specified. D. Manufacturers Literature and Data: Metal Panels Insulation Sealing materials Steel doors, door frames and hardware interlocking thresholds Windows E. Shop Drawings: Shop drawings, erection drawings and erection manuals showing complete erection layouts, installation instructions,
15、and details of connections. Details and layouts shall show the steel framing location, lengths, and markings of panels and other component parts to correspond with sequence and procedure for erection. Shop drawings shall show connections with adjoining work. SPEC WRITER NOTE: Delete following if not
16、 applicable. F. Structural Design Analysis: 1. Furnish complete structural design analysis for all structural components of the prefabricated metal buildings. 2. Provide manufacturer load tables indicating the selected panel material, configuration and thickness meets the design requirements for the
17、 spans shown. 1.6 STORAGE AND PROTECTION Materials stored on site before erection shall be stacked and covered with suitable weather tight covering. Store metal panels so that any accumulated water will drain off. Panels shall not be stored in contact with materials that cause staining. Materials ha
18、ving defects or damages that effect appearance, serviceability or use will be rejected. 1.7 GUARANTEE Prefabricated metal building shall be guaranteed against defects in materials and workmanship, and that after erection completed work shall be weather tight and shall be subject to the terms of the
19、Guarantee Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-01-03M 13121-4 Article in GENERAL CONDITIONS, except that the guarantee period shall be two years. 1.8 APPLICABLE PUBLICATIONS A. The publications listed below form a part of this specificatio
20、n to the extent referenced. The publications are referenced in the text by the basic designation only. B. American Society for Testing and Materials (ASTM): A36/A36M-01.Carbon Structural Steel. A242/A242M-01.High-Strength Low-Alloy Structural Steel. A307-00.Carbon Steel Bolts unaffected by water; wi
21、th flash-point in excess of 400C (750 degrees F). Sealant shall not migrate oil up to 120 (250 degrees F) nor exude oil under pressure. It shall not skin, sag, nor weep in panel joints under vibration up to temperature of 65C (150 degrees F), nor become brittle at temperature down to -1C (30 degree
22、F). E. Sealing Tape: Manufacturers standard in color to match metal building panels. F. Weatherstrips: Door manufacturers standard approved products; closed cell neoprene or extruded vinyl. G. Thresholds: Aluminum, interlocking type. H. Semirigid Insulation: Mineral fiberboard, ASTM C553, Type 2, fa
23、ced with a vapor barrier having a perm rating of not more than 0.5. 2.2 FABRICATION A. General: Coordinate fabrication and erection of work with related work of other trades. Provide cutouts and supplemental reinforcement as required to accommodate materials and work specified in other sections of t
24、he specifications. Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-01-03M 13121-6 B. Protection of Dissimilar Metals: Dissimilar materials which are not compatible with adjoining materials when exposed to moisture shall be separated by means of coati
- 1.请仔细阅读文档,确保文档完整性,对于不预览、不比对内容而直接下载带来的问题本站不予受理。
- 2.下载的文档,不会出现我们的网址水印。
- 3、该文档所得收入(下载+内容+预览)归上传者、原创作者;如果您是本文档原作者,请点此认领!既往收益都归您。
下载文档到电脑,查找使用更方便
10000 积分 0人已下载
下载 | 加入VIP,交流精品资源 |
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- VAFEDH081SEC131212003PREENGINEEREDMETALBUILDINGS 预制 金属 建筑 PDF

链接地址:http://www.mydoc123.com/p-1075039.html