TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 1.8 COORDINATION A. Coordinate Work with other operations and installation of adjacent materials to avoid damage. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: PS DOORS, which is located at: 1150 S. 48th Street, Grand Forks, ND 58201; Toll Free Tel: 800-284-0623; Tel: 701-746-4519; Fax: 701-746-8340; Email: 4info@psdoors.com; Web: www.flooddoors.com B. Substitutions: Shall not be permitted without prior verification of the products and assembly of FM Global Approval as defined in article “DESIGN / PERFORMANCE REQUIREMENTS”. C. Obtain all watertight flood doors and flood plank assemblies from single manufacturer. 2.2 EQUIPMENT A. Watertight Doors: Provide the following doors: 1. Hinged Pedestrian Flood Door: Optional ADA Threshold PS Doors Model PD-520. 2. Removable Plank Flood Barrier System: PS DOORS Model FP-530. B. Pedestrian Flood Doors: 1. Sealing Requirements: Flood Door and gasket design shall provide an effective barrier against short-term high water situations, to the protection level indicated on Drawings. 2. Operation: Provide with latching operable from one side only (typical). 3. Mounting/Load Transfer: Anchor to existing structure. Flood Door designed for specified hydrostatic pressure (and other loads as specified) and will transfer loads to adjacent structure. 4. Frames to be anchored utilizing mechanical, chemical or other anchor types as designed. Manufacturer to include all anchors, water-stop, and sealants, as designed. 5. Loading Direction Selection: a. Standard: Positive Pressure Loading: (Direction of loading against flood door so as to further compress gaskets against flood door frame-"seating"). 6. Provide rectangular door opening with square corners to facilitate easy passage. 7. Provide compression gasket which requires no inflation. C. Removable Plank Flood Barrier System: 1. Sealing Requirements: Flood Plank and gasket design shall provide an effective plank against short-term high water situations, to the protection level indicated on Drawings. 2. Operation: Provide with latching operable from one side only (typical). 3. Mounting/Load Transfer: Anchor to existing structure. Flood Plank designed for specified hydrostatic pressure (and other loads as specified) and will transfer loads to adjacent structure. WATERTIGHT DOORS AND BARRIERS 08390 - 3
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 4. Frames to be cast-in-place or anchored utilizing mechanical, chemical or other anchor types as designed. Manufacturer to include all anchors, water-stop, and sealants, as designed. 5. Loading Direction Selection: a. Standard: Positive Pressure Loading: (Direction of loading against flood plank so as to further compress gaskets against flood plank frame-"seating"). b. Optional: Reverse Pressure Loading: (Direction of loading against flood plank so as to force the flood plank away from the flood plank frame-"unseating"). 6. Provide rectangular door opening with square corners to facilitate easy passage. 7. Provide compression gasket which requires no inflation. 2.3 MATERIALS, PEDESTRIAN FLOOD DOOR A. Flood Door: 1. Steel: Structural or formed steel shapes conforming to ASTM A 36; tubing conforming to ASTM A 500 Grade B, ASTM A 513; bars conforming to ASTM A 36, M1020; of appropriate size and strength with welded construction. B. Panel Sheeting: Flood Door to be sheeted with steel sheeting or plate, Commercial Quality-Low Carbon ASTM-A-569, ASTM-A-366, ASTM-A-36 welded in place. C. Gaskets to be factory mounted to flood door assembly. Gaskets to be compressible rubber type, typically EPDM unless otherwise noted, and to be field replaceable. D. Frame to include jamb, head, and sill members for field locating and installation on structure. Jamb members to be designed and fabricated with appropriate material as required for the loading. 1. Steel: Structural or formed steel shapes conforming to ASTM A 36 of appropriate size and strength with welded construction. E. Threshold: Aluminum: 6061 alloy ASTM B 209. F. Frame Mounting Hardware: Provide anchors, sealant, and water stop, as required. G. Operating Hardware: Provide hardware sized for the size and weight of the flood door and loads. Hardware to be factory located on jambs and door panels, as practical. All loads are transferred to building structure. Latching hardware to be as indicated on Drawings. Flood door panel to be factory prepared for applicable latching devices. H. Steel Shop Finish: Apply in accordance with manufacturer recommendations and instructions. 1. Primer: One shop coat of manufacturer's standard shop primer (S-W Kemflash Primer E61-R-26). 2. Finish: Two shop coats of Standard Industrial Enamel (S-W Industrial and Marine Coatings B54 Series) I. Labeling. Each watertight door and frame will be individually identified for matched installation. J. Instruction Placard: Provide pictorial and written operation instruction placards on flood door. WATERTIGHT DOORS AND BARRIERS 08390 - 4
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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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