TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 3. Metal Wall Panel C: See Division 7, Section “Metal Wall Panels”. 2.2 MANUFACTURER A. Basis-of–Design Product: Subject to compliance with requirements, provide insulated-core metal wall panels by Kingspan Insulated Panels Ltd. 2.3 WALL PANELS A. Provide factory fabricated panels nominally 2 inches thick as indicated on the drawings and herein. Panels shall consist of roll formed steel face and liner sheets chemically fused to a foamed in place rigid polyisocyanurate expanded foam core. Panels shall be single piece construction full height or may be stacked in multiple courses for most temperature applications (vertical and horizontal). B. The steel facing sheets at the longitudinal edges of the panel shall have roll formed male and female interlocking geometry fully supported by the foamed in place insulation core. The insulation core shall be molded in a tongue and groove profiles shape to allow positive insulation to insulation contact in panels. C. Metal Wall Panels A and B: 1. “MINI MICRO-RIB” style panel, Model No. KS42 as manufactured by Kingspan Insulated Panels, Ltd, with hidden joint fastener, designed for exterior wall applications. 2.4 MATERIALS a. Standard Modular Coverage: 42 inches wide, unless otherwise indicated. b. Panel Thickness: 2”, unless otherwise indicated. c. Exterior Panel Profile: “MINI MICRO-RIB” 24 gauge, smooth. d. Interior Panel Profile: “SHADOWLINE” 26gauge, smooth. e. Vertical Reveals: 1/8 inch, unless otherwise indicated on the Drawings. f. Application: Vertical. A. Facing and liner sheets shall be steel with Smooth texture. Steel shall be: 1. Tension leveled and conforming to ASTM A653 grade 33 (A) structural quality hot dipped galvanized coating to ASTM A924 Standard Specification for Steel Sheet, Zinc-Coating Galvanized with G-90 designation, or 2. Tension leveled conforming to ASTM A792/A792M-06a Standard Specification for Steel Sheet, 55 % Aluminum-Zinc Alloy-Coated by the Hot-Dip Process AZ50 / AZM150 GALVALUME® (55% aluminum, 45% zinc). 3. Exterior profile: “MINI MICRO-RIB” profile shall have a roll-formed design of 1/16 inch deep accordion flute striated profile repeating on 5/16 inch centers across the panel width and running the longitudinal direction of the panel. The panel faces shall be embossed. 4. Interior profile: “SHADOWLINE” profile shall have a low profile repeating on 3 inch centers and running the longitudinal direction of the panel. Low profiles shall be not more than 1/16 inch deep x 3/4 inch wide. The exposed panel face shall be embossed. INSULATED-CORE METAL WALL PANELS 07413 - 4
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 B. Fasteners and Clips: Applied from the exterior and concealed in the panel side joint, connecting both metal faces to the supporting steel structure. Fasteners used shall be #14 x length determined by panel manufacturer for the application and identified in the shop drawings. Use Hex-head type “B” self-tapping or self-drilling fasteners with steel and neoprene washer. Use 12 gauge stainless steel clips supplied by panel manufacturer. 1. Supplementary fastening, when required, shall be made with Tek fasteners into the interior panel face with reinforcing bars or with Fab-Lok fasteners spaced to meet code requirements and anticipated loads. C. Sealant shall be applied on the warm side of the female end at panel joint and shall be non-curing synthetic butyl sealant. D. Core material used in the panel shall be foamed in place multi-component isocyanurate polymeric resin insulation having the following typical physical properties. E. Foam Core Property Table: Property Results Test Method a. Closed cell 95% ASTM D2856 b. Density 2.2 – 2.8pcf (35.3 – 44.9kg/m3) ASTM D1622 c. Compressive Stress (Parallel to Rise) Compressive Stress (Perpendicular to Rise) 42psi (289.5kPa) 24psi (165.4kPa) ASTM D1621 d. Shear Stress 17.5psi (120.6kPa) ASTM C273 e. Tensile Stress 40psi (275.7kPa) ASTM D1623 f. Oven Aging at 200°F (93°C) for 1 day Oven Aging at 200°F (93°C) for 7 days +1% vol. change +3% vol. change ASTM D2126 g. Low Temperature Aging at -20°F (-29°C) for 1 day Low Temperature Aging at -20°F (-29°C) for 7 days 0% vol. change 0% vol. change ASTM D2126 2.5 FLASHING AND TRIM A. Provide factory-finished flashing and trim as indicated in Division 7, Section “Sheet Metal Flashing and Trim” and by same manufacturer as metal panels. 2.6 FINISHES 1. The exterior and interior faces of panels and flashings shall receive factory applied coatings. 2. Interior Facing: Silicone Modified Polyester. a. A 1.0mil total coating made up of 0.2mil primer and 0.8mil top coat. b. Epoxy Primer: A 0.2mil primer only finish for concealed areas. B. Exterior Facing: Fluoropolymer 1. Metal Wall Panel A: Standard Fluoropolymer paint system, a 1.0mil total coating made up of 0.2mil primer and 0.8mil 70% Kynar 500 color top coat. INSULATED-CORE METAL WALL PANELS 07413 - 5
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Date: TranSystems 220 St.Charles Wa
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FEDERAL EXPRESS CORPORATION STANDAR
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Exhibits Page Description of Projec
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Contractor shall provide and furnis
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(a) written modifications, addenda,
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(viii) interference by a Separate C
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Date in accordance with the terms o
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(b) The Contractor’s Fee, as adju
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segregated so as to give adequate n
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agency that issued that permit or l
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procedures that differ from, or tha
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Section 6.03. Information From Supp
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(ii) require that the Subcontractor
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execute at Contractor’s request a
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determine the adjustments in the Co
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(ii) the Contractor’s “Cost of
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In the calculation of a “Cost of
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perform the Work in the State and l
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person to be replaced, immediately
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ARTICLE 13 PERMITS, LICENSES, LAWS
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FedEx reports that the testing cons
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1,000 gallons (or, if the job site
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performance of the Work and that an
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Contract Documents, Contractor shal
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(vi) to waive and release, to the e
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Section 18.03. Assignment of Warran
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of the date on which the insurer in
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acts or omissions any of the forego
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(d) Contractor shall indemnify, def
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acknowledgement or an arbitrator’
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exercises the termination right, Co
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proposed discovery schedules to the
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corporation in any merger or other
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Section 28.16. Notices. All notices
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A-1 Exhibit A-1 to that certain Con
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Gentlemen: B-1-2 NOTICE TO PROCEED
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C-1-2 (E) a Partial Waiver of Mecha
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C-2-1 Exhibit C-2 to that certain C
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C-2-3 APPLICATION FOR PAYMENT FedEx
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C-3-2 PARTIAL WAIVER OF LIEN: MATER
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Exhibit C-4 to that certain Constru
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Exhibit C-5 to that certain Constru
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C-6-2 CONTRACTOR’S TRANSACTION TA
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D-1-2 CHANGE ORDER Agreement No. Ch
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Agreement No. Change Order Date: Ch
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D-2-2 CONSTRUCTION CHANGE DIRECTIVE
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If the bold-faced portion of this C
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5. If an exposure exists, Contracto
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F-2 the costs associated with submi
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To the extent FedEx, the TSA or the
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G-1 I. DBE PARTICIPATION Exhibit G
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G-3 2. A Women-owned Business Enter
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G-5 MONTHLY DBE COMPLIANCE REPORT P
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H-2 2. Contractor agrees that no pe
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H-4 related medical condition, a kn
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H-6 Asbestos Fluorocarbons Freon Ch
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H-8 compliance, and at such times a
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H-10 ATTACHMENT A Non-Discriminatio
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to the worker, including costs and
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Except where the context otherwise
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APPENDIX B
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June 13, 2008 File No.: 94240 GEOTE
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8.1.4 Site Drainage................
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4. Analyzing the field and laborato
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Our field engineer removed the samp
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4.0 GEOLOGIC AND SEISMIC SETTING Th
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A generalized summary of site-speci
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5.2.1 Clayey Gravel Fill Based on t
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6.0 GEOLOGIC HAZARDS Geologic hazar
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to damage in earthquake from latera
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7.2 CORROSIVITY Based on the corros
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during construction. Abandoned util
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8.1.4 Site Drainage Proper site dra
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8.2.4 Construction Considerations W
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Fa and Fv are estimated from Tables
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Kleinfelder of such intended use. B
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Tokimatsu, K. and H.B. Seed (1987),
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PLATES
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ATTACHED IMAGES: Images: SITE-VIC.j
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MAJOR DIVISIONS LTR ID DESCRIPTION
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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L:\2008\08PROJECTS\94240\94240.GPJ
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APPENDIX C
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June 2, 2008 Cooper Testing Laborat
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Corrosivity Test Summary CTL # 336-
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BIDDING UNDER THE PROJECT LABOR AGR
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APPENDIX C3
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INDEX PREAMBLE 3 ARTICLE I PURPOSE
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PORT OF OAKLAND MARITIME AND AVIATI
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ARTICLE I PURPOSE The Port of Oakla
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Vision 2000 additional facilities:
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(g) Construction work ancillary to
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epresentatives of all interested or
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The Committee shall meet at the cal
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applicants will be reviewed and tes
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A Agreement for the period during w
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Section 4. On work where the person
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of or in addition to any other cont
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ARTICLE IX DISPUTES AND GRIEVANCES
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Section 4. Any grievance involving
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negotiated under the applicable Sch
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forth in this Agreement and which i
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they shall be properly supervised a
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contractor requests employees to re
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ARTICLE XVII WORKING CONDITIONS Sec
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(2) Any claim for non-payment of wa
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Its Affiliated International Unions
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International Union of Elevator Con
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International Union of Operating En
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[Date] [Addressee] [Address] [Addre
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February 28, 2000 Letter of Underst
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February 28, 2000 Mr. Larry Blevins
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Letter of Understanding re: Small L
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“Notice to Tenant” “It has co
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Letter of Understanding: Union Hiri
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Letter of Understanding: Contractor
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SECTION 00550 EXHIBIT A PORT OF OAK
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10. Q. Can our company link into Dr
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ENROLLMENT INSTRUCTIONS As Easy as.
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WHO SHOULD YOUR COMMUNICATOR BE? Th
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Drugtest.com 10750 Hammerly Blvd.,
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APPENDIX D
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Section 7. Lockout and Tagging ....
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Section 2. Definitions and Acronyms
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2.3. Acronyms ANSI American Nationa
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4.3. Emergency Reporting Procedures
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4.7. Fuel Spill 4.7.1. Discharged f
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4.12. Transportation 4.12.1. It is
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MSDS dated three years earlier than
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j. Waste resulting from the work mu
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7.1.5. This procedure, when used in
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c. Personnel from other crafts perf
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Section 8. Welding, Cutting, and Bu
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