1、MIL-B-28658E 25 March 1991 SUPERSEDING 28 February 1985 MIL-B-28658D MILITARY SPECIFICATION BUILDING COMPONENTS, PANELIZED, PREFABRICATED READY-CUT, RELOCATABLE This specification is approved for use by all Departments and Agencies of the Department of Defense. 1. SCOPE 1.1 Scope. This specification
2、 covers panelized prefabricated modular building components for prefabricated, ready-cut, relocatable building with gabled roofs, vertical walls of variable lengths and heights. 1.2 Classification. Building components shall be for the following types, classes, and styles as specified (see 6.2). Type
3、 I - 24-foot wide (24-foot clear span) frameless building with load bearing walls that do not require an internal framework for structural support. Length erected in 4-foot increments. with load bearing walls that do not require an internal framework for structural support. increments. metal framewo
4、rk for structural support. 20-foot increments. Type II - 36-foot wide (36-foot wide clear span) frameless building Length erected in 4.-foot Type III - 48-foot wide (48-foot clean span) building with internal Length erected in Beneficial comments (recommendations, additions, deletions) and any perti
5、nent data which may be of use in improving this document should be addressed to: I Commanding Officer (Code 156), Naval Construction Battalion Center, Port I Hueneme, CA 93043-5000, by using the self-addressed Standardization I document or by letter. I Document Improvement Proposal (DD Form 1426) ap
6、pearing at the end of this I AMSC N/A FSC 5410 DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlim- ited, Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-B-28658E 54 9999906 0473333 9 MIL-B-28658E Type IV - 60-foot wide (
7、60-foot clear span) building with internal . metal framework for structural support. Length erected in 20-foot increments, clear center span) building with internal metal frame-work for structural support. increments. Type V - 140-foot wide (two 44-foot clear side spans and one 52-fOOt Length erecte
8、d in 20-foot Class 1 - 8-foot eave height. Class 2 - 10-foot eave height. Class 3 - 12-foot eave height. Style A - Plain wall panels. Style B - End wall panels. Style D - Roof panels, Style E - Gable panels. Style F - Window panels. Style G - Door panels, Style H - Gussets (for types I and II only).
9、 Style I - Shear frames (for types I and II only). Style J - Structural end frame, 20-foot long (for types III, IV, and Style K - Structural intermediate frame, 20-foot long (for types III, V only). IV, and V only), 2. APPLICABLE DOCUMENTS 2.1 Government documents. 2.1.1 Specifications and standards
10、. The following specifications and standards form a part of this document to the extent specified herein, Unless otherwise specified, the issues of these documents are those listed in the issue of the Department of Defense Index of Specifications and Standards (DODISS) and supplement thereto, cited
11、in the solicitation (see 6.2). SPECIFICATIONS FEDERAL W-B-30 W-F- 1662 W-L-O0116 W- P- 115 W-S-896 PPP-B-601 PPP - B - 6 36 PPP- P-40 PPP-T-97 - Ballast, Fluorescent Lamp. - Fixture, Lighting (Fluorescent Alternating-Current, - Lamp, Fluorescent. - Panel, Power Distribution. - Switch, Toggle (Toggle
12、 and Lock), Flush Mounted. - Boxes, Wood, Cleated-Plywood. - Boxes, Shipping, Fiberboard, - Packaging and Packing of Hand Tools. - Tape, Pressure-Sensitive Adhesive, Filament Reinforced, Recessed and Surface Ceiling). 2 Provided by IHSNot for ResaleNo reproduction or networking permitted without lic
13、ense from IHS-,-,-MILITARY MIL-P-116 - Preservation, Methods of, MIL-V-173 - Varnish, Moisture and Fungus Resistant (for Treatment of Communications, Electronic, and Associated Equipment. MIL-B-3180 - Boilers and Related Equipment, Packaging of. MIL-R-3593 - Refrigeration and Cooling Equipment (Excl
14、uding Household Refrigerators), Packaging of. MIL-C-3774 - Crate, Wood, Open, 12,000 and 16,000 Pound Capacity. MIL-E-17555 -Electronic and Electrical Equipment, Accessories, and MIL-S-29175 - Switch, Thermostatic, Low Voltage, Non-(Setback/ Repair Parts; Packaging and Packing of. Setup) and Setback
15、/Setup, Temperature Limiting: Heating Cooling, and Heating-Cooling. MIL-C-52950 - Crates, Wood, Open and Covered. STANDARDS FEDERAL FED-STD-141 - Paint, Varnish, Lacquer and Related Materials, FED-STD-H28/2 - Unified Thread Form and Thread Series for Bolts, Methods of Inspection, Sampling and Testin
16、g. Screws, Nuts, Tapped Holes and General Applications. MI LI TARY MIL-STD-105 - Sampling Procedures and Tables for Inspection by Attributes. MIL-STD-129 - Marking for Shipment and Storage. MIL-STD-810 - Environmental Test Methods. MIL-STD-1186 - Cushioning, Anchoring, Bracing, Blocking, And Waterpr
17、oofing, with Appropriate Test Methods. MIL-STD-2073 - DoD Materiel Procedures for Development and Application of Packaging Requirements. (Unless otherwise indicated, copies of federal and military specifications, standards, and handbooks are available from Standardization Documents Order Deck, Bldg.
18、 4D, 700 Robbins Avenue, Philadelphia, PA 19111-5094.) 2.2 Non-Government publications. The following document(s) form a part of this document to the extent specified herein, Unless otherwise specified, the issues of the documents which are DoD adopted are those listed in the issue of the DODISS cit
19、ed in the solicitation, Unless otherwise specified, the issues of documents not listed in the DODISS are the issues of the documents which are current on the date of the solicitation (see 6.2). 3 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-B-
20、28658E AMERICAN CONCRETE INSTITUTE (ACI) AC1 318 - Building Code and Requirements for Reinforced Concrete. (Application for copies should be addressed to the American Concrete Institute, P.O. Box 19150, Redford Station, Detroit, MI 48129.) AMERICAN NATIONAL STANDARDS INSTITUTE, INC. (ANSI) ANSI 297.
21、1 - Performance Specification and Methods of Test for Safety Glazing Material Used in Buildings. (Application for copies should be addressed to the American National Standards Institute, Inc., 1430 Broadway, New York, NY 10018.) ASTM ASTM A 325 ASTM B 117 ASTM C 236 ASTM C 273 ASTM C 365 ASTM C 423
22、ASTM C 481 ASTM C 635 ASTM D 72 ASTM D 968 ASTM D 1781 ASTM D 3951 ASTM D 3953 ASTM E 84 ASTM E 90 ASTM E 136 ASTM E 331 ASTM E 413 - High Strength Bolts for Structural Steel Joints. - Salt Spray (Fog) Testing. - Steady-State Thermal Performance of Building Assemblies by Means of a Guarded Hot Box.
23、- Shear Test in Flatwise Plane of Flat Sandwich Constructions or Sandwich Cores. - Flatwise Compressive Strength of Sandwich Cores. - Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method. - Laboratory Aging of Sandwich Constructions. - Metal Suspension Systems for Acou
24、stical Tile and Lay in Panel Ceilings. - Conducting Strength Test of Panels for Building Construction. - Abrasion Resistance of Organic Coatings by the Falling Abrasive Tester. - Climbing Drum Peel Test for Adhesives. - Practice for Commercial Packaging. - Flat Steel Strap and Connectors. - Surface
25、Burning Characteristics of Building Materials. - Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions. - Behavior of Materials in a Vertical Tube Furnace at 750 Degrees C. - Water Penetration of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Di
26、fference. - Determination of Sound Transmission Class. (Applications for copies should be addressed to ASTM, 1916 Race Street, Philadelphia, PA 19103.) 4 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-B-ZhSE 54 m 9999906 04711334 4 m - MIL-B-286
27、58E INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO) IS0 1894 - General Purpose Series 1 Freight Containers Minimum Interior Dimensions. (Applications for copies should be addressed to the International Organization for Standardization, One Rue De carembe, Case Postale 56, 1121 Geneva 20, Switze
28、rland.) METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA) Recommended Design Practices Manual. (Application for copies should be addressed to the Metal Building Manufacturers Association, 2130 Keith Building, Cleveland, OH 44115.) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) NEMA WD 1-83 - Gen
29、eral Requirements for Wiring Devices. NEMA WD 6-88 - Wiring Devices - Dimensional Requirements. (Application for copies should be addressed to the National Electri Manufacturers Association, 2110 L Street, N.W., Washington, DC 20037.) al NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) NFPA 70 - National
30、 Electrical Code, (Application for copies should be addressed to the National Fire Protection Association, Batterymarch Park, Quincy, MA 02269.) UNDERWRITERS LABORATORIES INC. (UL) UL 167 - Smoke Detectors, Combustion-Products Type, for Fire-Protective UL 168 - Smoke Detectors, Photoelectric Type fo
31、r Fire-Protective UL 943 - Ground Fault Circuit Interrupters. Signaling Systems, Signaling Systems. (Application for copies should be addressed to the Underwriters Laboratories, Inc., 333 Pfingsten Road, Northbrook, IL 60062.) (Non-Government standards and other publications are normally available f
32、rom the organizations that prepare or distribute the documents. also may be available in or through libraries or other informational services.) These documents 2.3 Order of precedence. In the event of a conflict between the text of this document and the references cited herein, the text of this docu
33、ment takes precedence. Nothing in this document, however, supersedes applicable laws and regulations unless a specific exemption has been obtained. 5 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-B-2b5E 54 999990b 0471315 b = MIL-B-28658E 3. RE
34、QUIREMENTS 3.1 Description. The panelized building components general arrangement, design, and other requirements shall be as specified herein. components shall include wall panels, roof panels, gussets, shear frames, structural end frames, structural intermediate frames, doors, windows, louver vent
35、ilators, fasteners, hardware, anchor bolts, and other items as listed or required to assemble a usable panelized building having a gable roof and vertical walls. include floor panel system, suspended ceiling, partitions, heating, mechanical ventilation, air conditioning, and electrical system and ot
36、her items as listed or required and specified herein. panels shall be achieved. The Government has the options under this specification of procuring individual building components, building shells, or complete buildings with optional items (see 6.2). The building Optional building components for a c
37、omplete building shall Modularity and interchangeability of like 3.2 Standard commercial product. The prefabricated building shall, as a minimum, be in accordance with the requirements of this specification and shall be the manufacturers standard commercial product. Additional or better features whi
38、ch are not specifically prohibited by this specification but which are a part of the manufacturers standard commercial product, shall be included in the prefabricated building being furnished. a product which has been sold or is being currently offered for sale on the commercial market through adver
39、tisements or manufacturers catalogs, or brochures, and represents the latest production model. A standard commercial product is 3.3 First article. When specified in the contract or purchase order, a sample shall be subjected to first article inspeation (see 4.2.1, 6.2 and 6.4). 3.3.1 Modified buildi
40、ng - for erection test of buildina - components, The modified building for the erection test shall include all types, classes, and styles of components and specified auxiliary systems or subsystems being furnished. components, a 36-foot long building, for type II components, and a 60-foot long build
41、ing for types III, IV, and V components. The end walls and side walls shall have all doors and window components completed. building shall be erected in accordance with instructions contained in the contractors erection manual. The test building shall be a 24-foot long building for type I The modifi
42、ed test 3.4 Materials. Materials used shall be free from defects which would adversely affect the performance or maintainability of individual components or of the overall assembly. quality used for the intended purpose in commercial practice. Unless otherwise specified herein, all equipment, materi
43、al, and articles incorporated in the work covered by this specification are to be new and fabricated using materials produced from recovered materials to the maximum extent possible without jeopardizing the intended use. The term “recovered materials“ means materials which have been collected or rec
44、overed from solid waste and reprocessed to become a source of raw materials, as opposed to virgin raw materials. None of the above shall be interpreted to mean that the use of used or rebuilt products are allowed under this specification unless otherwise specified. Materials not specified herein sha
45、ll be of the same 6 Provided by IHSNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-MIL-B-2865E 54 9997906 04713Lb - - MIL-B-28658E 3.4.1 Structural steel, Steel for structural and framing members shall be of suitable structural steel alloy having a yield strength o
46、f not less than 45,000 pound-force per square inch (lbf/in2) and sufficient section modulus to meet the required design criteria. 3.4.2 Steel sheeting. All steel sheeting for flashing roof and sides shall not be less than 26 gage, zinc coated, factory finished baked enamel. 3.4.3 Aluminum. Exterior
47、or interior roof or wall panels shall have a thickness of not less than 0.024 inch. 3.4.4 Excess panels, When specified (see 6.2), a maximum of six roof and six wall panels in excess of that required to erect the building shall be furnished with each building. 3.4.5 Fasteners. 3.4.5.1 Connectors and
48、 fasteners. Connectors and fasteners employed shall permit structural components to be coordinated with each other and with all adjacent and pertinent building components to ensure building performance, structural integrity, workable details, clearances, tolerances and watertight joints. 3.4.5.2 Bol
49、ts. Bolts for joining structural frame members and column base clips shall be high-strength steel bolts conforming to ASTM A 325, and shall be furnished with suitable nuts and plain washers. Bolt threads shall be in accordance with FED-STD-H28/2. 3.4.5.3 Excess fasteners. When specified (see 6.2), a quantity of fasteners in excess of that required to completely assemble each building shall be furnished with each building as follows: All
