SOLICITATION NOTICE
54 -- PRE-FRAMED PANEL BUILDING to EU Specifications
- Notice Date
- 2/3/2010
- Notice Type
- Presolicitation
- NAICS
- 238190
— Other Foundation, Structure, and Building Exterior Contractors
- Contracting Office
- RCO Bavaria (PARC Europe, 409th CSB), Attn: AEUCC-G, Unit 28130, APO, AE 09114-8130
- ZIP Code
- 09114-8130
- Solicitation Number
- W912PB-10-R-0017
- Response Due
- 2/12/2010
- Archive Date
- 4/13/2010
- Point of Contact
- Solinsky, 00499641838726
- E-Mail Address
-
RCO Bavaria (PARC Europe, 409th CSB)
(christian.solinsky@eur.army.mil)
- Small Business Set-Aside
- N/A
- Description
- PRE-FRAMED PANEL BUILDING SPECIFICATION 1. SCOPE This specification covers the work required to design, manufacturer and furnish steel pre-framed reusable panel buildings. The building shall be of weather proof construction suitable for use as commercial and industrial buildings such as field offices, factories, shops and warehouses. The materials furnished with each building shall be sufficient to allow expedient pre-framing panel assembly, expandability and/or changeability to the configuration of the building. The specification covers general requirements for a pre-engineered steel structured panel building system with the following features: Building 1 Minimum Inside Plan Dimensions........................................................................ 30 wide x 81 long Nominal Eave Height........................................................................................... 10 high at the eave Configuration/Roof Pitch...................................................................................... Gable Building with 4:12 Pitch Exterior Sheeting................................................................................................. 26 Gauge Standard Profile Painted in Mfg Standard Colors (two color scheme) Interior Finish....................................................................................................... Panel Frames Prime Painted Red; Structural Design: Model Building Code.................................................................................. 2006 IBC Roof Load................................................................................................... s=1.6 kN/sq. meter Wind Load.................................................................................................. qref=0.36 kN/sq. meter Seismic Design Category...........................................................................C Occupancy Category..................................................................................2 Personnel Doors.................................................................................................. 2 Each 3 x 7 Personnel Door w/24sq window 1 Each 5-8 x 7 Double Personnel Door w/36 sq window Endwall Equipment Door Framed Opening......................................................... NONE Factory Installed Rigid Insulation (Roof & Walls)................................................. U value =.044 (USI=0.25) Factory Installed Insulation Liner (Roof & Walls)................................................. NONE Windows.............................................................................................................. 6 Each 2-6 x 4 Sliding Windows Skylights............................................................................................................... NONE Ventilation............................................................................................................ NONE Gutters & Downspouts......................................................................................... In same finish as exterior sheeting Special Features:................................................................................................ Simpson Titen HD anchors included Submittals............................................................................................................ Mfg Standard Drawings Building 2 Minimum Inside Plan Dimensions........................................................................ 30 wide x 72 long Nominal Eave Height........................................................................................... 10 high at the eave Configuration/Roof Pitch...................................................................................... Gable Building with 4:12 Pitch Exterior Sheeting................................................................................................. 26 Gauge Standard Profile Painted in Mfg Standard Colors (two color scheme) Interior Finish....................................................................................................... Panel Frames Prime Painted Red; Structural Design: Model Building Code.................................................................................. 2006 IBC Roof Load................................................................................................... s=1.6 kN/sq. meter Wind Load.................................................................................................. qref=0.36 kN/sq. meter Seismic Design Category...........................................................................C Occupancy Category..................................................................................2 Personnel Doors.................................................................................................. 3 Each 3 x 7 Personnel Door w/24sq window Endwall Equipment Door Framed Opening......................................................... NONE Factory Installed Rigid Insulation (Roof & Walls)................................................. U value =.044 (USI=0.25) Factory Installed Insulation Liner (Roof & Walls)................................................. NONE Windows.............................................................................................................. 36 Each 2-6 x 4 Sliding Windows Skylights............................................................................................................... NONE Ventilation............................................................................................................ NONE Gutters & Downspouts......................................................................................... In same finish as exterior sheeting Special Features:................................................................................................ Simpson Titen HD anchors included Submittals............................................................................................................ Mfg Standard Drawings Walkway Minimum Inside Plan Dimensions........................................................................ 6 wide x 45 long Nominal Eave Height........................................................................................... 10 high at the eave Configuration/Roof Pitch...................................................................................... Single Slope Building Exterior Sheeting................................................................................................. 26 Gauge Standard Profile Painted in Mfg Standard Colors (two color scheme) Interior Finish....................................................................................................... Panel Frames Prime Painted Red; Structural Design: Model Building Code.................................................................................. 2006 IBC Roof Load................................................................................................... s=1.6 kN/sq. meter Wind Load.................................................................................................. qref=0.36 kN/sq. meter Seismic Design Category...........................................................................C Occupancy Category..................................................................................2 Personnel Doors.................................................................................................. 1 Each 3 x 7 Personnel Door w/24sq window Endwall Equipment Door Framed Opening......................................................... NONE Factory Installed Rigid Insulation (Roof & Walls)................................................. U value =.044 (USI=0.25) Factory Installed Insulation Liner (Roof & Walls)................................................. NONE Windows.............................................................................................................. 4 Each 2-6 x 4 Sliding Windows Skylights............................................................................................................... NONE Ventilation............................................................................................................ NONE Gutters & Downspouts......................................................................................... In same finish as exterior sheeting Special Features:................................................................................................ Simpson Titen HD anchors included Submittals............................................................................................................ Mfg Standard Drawings Entry Canopy Minimum Inside Plan Dimensions........................................................................ 9 wide x 6 long Nominal Eave Height........................................................................................... 8 high at the eave Configuration/Roof Pitch...................................................................................... Gable Canopy Exterior Sheeting................................................................................................. 26 Gauge Standard Profile Painted in Mfg Standard Colors (two color scheme) Interior Finish....................................................................................................... Panel Frames and Structure Galvanized Structural Design: Model Building Code.................................................................................. 2006 IBC Roof Load................................................................................................... 40 PSF Ground Snow Load Wind Load.................................................................................................. 100 MPH Seismic Design Category...........................................................................C Occupancy Category..................................................................................2 Personnel Doors.................................................................................................. NONE Endwall Equipment Door Framed Opening......................................................... NONE Factory Installed Rigid Insulation (Roof & Walls)................................................. NONE Factory Installed Insulation Liner (Roof & Walls)................................................. NONE Windows.............................................................................................................. NONE Skylights............................................................................................................... NONE Ventilation............................................................................................................ NONE Gutters & Downspouts......................................................................................... In same finish as exterior sheeting Special Features:................................................................................................ Simpson Titen HD anchors included Submittals............................................................................................................ Mfg Standard Drawings 1. 2 GENERAL 1.2.1 Exterior walls shall consist of factory-assembled pre-framed modular panel units of exterior ribbed sheeting and prefabricated structural steel panel frame. 1.2.2 Roof system shall consist of factory-assembled, pre-framed modular units of exterior ribbed sheeting and pre-fabricated structural steel panel frame. 1.2.3 All necessary joint sealants, gaskets, flashings, and other weather sealers shall be included for a weather tight installation. 1.3. Applicable Standards 1.3.1 Design primary and secondary structural members and exterior covering materials for applicable loads and combination of loads in accordance with the 2006 International Building Code (IBC). 1.3.2 Structural Steel: Comply with the American Institute of Steel Constructors (AISC) Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings for design requirements and allowable stresses. 1.3.3 Welded Connections: Comply with the American Welding Societys (AWS) Standard Code for Arc and Gas Welding in Building Construction for welding procedures. 1.3.4 Assembly Drawings: Manufacturers must submit to the Purchaser the drawings necessary to supplement the specification and drawings, as required for the proper erection and installation of the building components. 1.4. Quality Assurance 1.4.2 Manufacturers Qualifications: Provide pre-engineered metal buildings manufactured by a firm experienced in manufacturing metal building systems that are similar to those indicated for this project and have a record of successful inservice performance. 1.4.3 Design Criteria: Metal building systems having equal performance characteristics with deviations from indicated dimensions and profiles may be considered, provided deviations do not change the design concept or intended performance. These performance characteristics include but are not limited to the following: 1.4.3.1 True Reuse. Building systems that require the erection of a structural skeleton and then separate installation of the insulation (if applicable) and exterior sheeting are not acceptable. 1.4.3.2 Ease of Expandability. Versatile pre-framed panels that can adapt to changing site conditions. 1.4.3.3 Interchangeable Pre-Framed Panel Components 1.4.3.4 Simple Pre-Framed System with minimum number of Components 1.4.3.6 No Pre-Settling of Anchor Bolts 1.4.3.7 Extended Shelf Life with Simple Storage Requirements. Building systems that require site ventilation and cover to prohibit white rust on the nested metal sheeting as well as weather protection for the fiberglass blanket insulation rolls to prevent water damage are not acceptable. The burden of proof for equality is on the contractor who shall provide prefabricated panel and system alternatives for review and approval by the Contracting Officer prior to submission of a proposal. 2. PRODUCT 2.1 GENERAL 2.1.1 Steel Panelized Reusable Buildings shall be the product of a building manufacturer who must have been actively engaged in the fabrication of pre-engineered pre-framed panel buildings for a minimum of at least five years on a continuous basis. The term pre-framed panels as used herein means factory fabricated units of exterior metal sheeting, structural frame and rigid insulation. Panels are to be designed for simple expedient field assembly. Installation of exterior sheeting, structure and insulation with self-tapping screws at the building site is not acceptable. The Purchaser reserves the right to request the name(s) and addresses of at least five customers of these steel structured panel reusable buildings. 2.1.2 The nominal building interior dimensions are included under the heading Scope. The standard used by the manufacturer shall be equal to or greater than those indicated by the amount of the closest standard size thereto. Building size and the structural arrangement used by the manufacturer shall be the one that is most practical and economically feasible. 2.1.3 Completed building shall meet specified design requirements. The building shall be furnished unassembled and shall include the necessary pre-framed structured panel components, anchors, and other materials and accessories specified herein. 2.1.4 Roof slope shall be 4 inches in 12 inches minimum. 2.1.5 Buildings shall be designed so as to allow simple and easy dismantling, repacking, reshipping and reassembling at other locations after the original installation. 2.2 DESIGN CRITERIA 2.2.1 Loadings: The steel panelized buildings described herein shall be designed for the dead load and the live loads specified under Scope as well as, the combination of these loads as set forth in the IBC code. 2.2.2 Foundation Requirements: The structural design of this steel structured panel building shall be such that it can be readily supported and anchored to an existing slab with small diameter concrete anchors. Designs requiring accommodating large column point loads with isolated rectangular footings will not be acceptable. Manufacturer shall furnish drawings showing foundation edge details and schedule of loads delivered to slab foundation if requested. 2.3 COMPONENT 2.3.1 Pre-Framed Wall and Roof Panels: Wall and roof panels are to be pre-engineered as pre-framed and fabricated as integral units of panel sheeting on structural steel framework. The reusable, dismantlable building described herein is to consist of preframed structured panels with snug fitting anti-siphon side lapping edges. 2.3.2 Structural Steel Panel Framework: The structural steel panel framework shall be factory fabricated into pre-engineered, pre-framed modular panels constructed of a combination of steel angle and/or channel having a minimum yield strength of 50,000 p.s.i. When possible, the panel framework shall be symmetrically punched so there are no top, bottom, left or right orientations. 2.3.3 EXTERIOR SHEETING: The structural panel framework is to be factory faced with corrugated lapping steel sheets with periodic stiffening ribs having a f0,000 p.s.i. minimum yield strength in the gauge and profile called out above. Each steel sheet is to be supported at no more than 4 on center with intermediate steel angle cross members. Sheeting shall be factory attached to the structural panel framework along all four panel edges and intermediately along all cross members. Systems which require field attachment of sheeting to structural framework will not be acceptable. 2.3.4 PAINTING STRUCTURAL FRAMING: All structural framing members shall be cleaned to remove all dirt, grease, oil and loose mill scale and given a shop coat of red acrylic emulsion primer. 2.3.5 COLOR FINISH (EXTERIOR): Wall and roof panels, flashing, trim and other exterior steel surfaces shall be as specified under Scope. The color shall be selected by the Purchaser from a chart of standard manufacturers colors. 2.4 FACTORY INSTALLED INSULATION AND LINER (IF APPLICABLE) 2.4.1 Aluminum foil-faced, rigid, closed cell, glass fiber reinforced polyisocyanurate plastic foam of uniform core thickness under Scope, complying with ASTM C 1289 and Underwriters Laboratories Test UL 723 with Flame Spread Index of 25 or less and Smoke Development Index of less than 150. Provide reflective 1 mil aluminum vapor barrier to be laminated to both sides of foam insulation boards. Provide thicknesses and R-values shown above if required. 2.4.2 Flat steel liner installed between the steel panel frame and insulation shall be factory installed if specified above. Galvanized steel liner to be 28 ga. G-90 galvanized steel. Painted steel liner shall be 29 Ga. Galvalume coated steel with silicone modified polyester paint finish. 2.5 ACCESSORIES 2.5.1 Personnel Doors: shall be hollow core steel type. Doors shall be standard 3 x 7 hollow core metal doors fabricated from 18 gauge steel with mfg standard hardware unless specified different above. The framework consists of 16 gauge cold rolled steel, one piece welded construction. The door and hinges shall be painted with rust inhibitive gray primer, pre-installed in a modular panel, complete with threshold and factory top-coated. 2.5.2 Equpiment Doors: Rolling equipment door shall consist of 22 ga. minimum G-90 galvanized steel slats with gray primer finish. Door shall meet wind loads shown above. Manual chain or electric operation as specified above. Doors shall be interior mounted on the face of the door jambs. All accessories required for installation shall be included. Doors to be the size specified above if required. 2.5.3 Gutters and Downspouts: In same finish as sheeting color. They shall be made of a minimum 26 gauge material. Gutter supports from roof sheeting to be placed at 3 intervals. Gutters shall be sized to accommodate rainfall and square footage of roof section. Downspouts shall be provided at a minimum of 25 on center. Supply gutters and downspouts if specified above. 2.5.4 Other Accessories: shall include those items designed to accommodate the building. These items shall include but not be limited to corner angles, endwall bracing, gable panels, etc. 2.6 PACKAGING 2.61 Reuse Packaging: The pre-framed panels described are to be shipped and/or stored in reusable storage racks. Accessory items are to be bundled and/or palletized for convenient unpacking when required. 3. FABRICATION 3.1.1 Design prefabricated components and necessary field connections required for erection to permit easy assembly and disassembly. 3.1.2 Clearly and legibly identify each piece and part of the assembly to correspond with prepared drawings, diagrams, and instruction manuals. 3.1.3 All holes in frames for anchoring or connections should be shop-drilled or punched. 3.1.4 Provide for field bolted connections. Field welding is not acceptable. 3.1.5 Factory fasten ribbed roof and wall exterior covering sheets. Apply sheeting and associated item for neat and weather tight enclosure. Install screw fasteners with power tools having controlled torque adjusted to compress neoprene washers tightly without damage to washer, screw threads, or sheets. 3.1.6 Factory install rigid foil-faced insulation into pre-framed roof and wall panels. 10. Non-Combustible Steel Construction (excluding insulation) Offerors shall supply three references with phone numbers and points of contact of recent projects/installations for a facility similar to this inquiry.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/notices/6c1ae81031eb7afa12ce717ee671e934)
- Place of Performance
- Address: RCO Bavaria (PARC Europe, 409th CSB) Attn: AEUCC-G, Unit 28130, APO AE
- Zip Code: 09114-8130
- Zip Code: 09114-8130
- Record
- SN02057452-W 20100205/100204000004-6c1ae81031eb7afa12ce717ee671e934 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
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