TranSystems Corporation - LGM Construction

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501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 G. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.3 FIELD QUALITY CONTROL A. Field-Adhesion Testing: Field test joint-sealant adhesion to joint substrates as follows: 1. Extent of Testing: Test completed and cured sealant joints as follows: a. Perform 10 tests for the first 1,000 feet of joint length for each kind of sealant and joint substrate. b. Perform 1 test for each 1,000 feet of joint length thereafter or 1 test per each floor per elevation. 2. Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193 or Method A, Tail Procedure, in ASTM C 1521. B. Evaluation of Field-Adhesion Test Results: Sealants not evidencing adhesive failure from testing or noncompliance with other indicated requirements will be considered satisfactory. Remove sealants that fail to adhere to joint substrates during testing or to comply with other requirements. Retest failed applications until test results prove sealants comply with indicated requirements. 3.4 JOINT-SEALANT SCHEDULE A. Exterior Joints: Typical Joint Type Sealant Type Expansion Joints S1, S3, S6 General Joints in Vertical Surfaces S1, S4 General Joints in Horizontal Surfaces S2 Joints Exposed to Fuel Spillage S10 Glazing S7 Metal Roof and Wall Panels S1, S3, S7 B. Interior Joints: Typical Joint Type Sealant Type General Joints in Vertical Surfaces C1 Joints in Horizontal Surfaces S2, S5 Joints Exposed to Fuel Spillage S10 Acoustical Sealant C2 Moist Area (e.g., Restroom and Kitchen) S9 Control Joint Subjected to Wheel Traffic S11 C. Reference Specifications: Ref. # ASTM Spec Fed. Spec. Product Description S-1 C-920-79 TT-S-227(e) - Two-component, non-sag, polyurethane or JOINT SEALANTS 07920 - 6
501070099 Federal Express Oakland Sort Expansion Issued for Bid 10/11 Ref. # ASTM Spec Fed. Spec. Product Description Type M Class 25 Grade NS Use 0 S-2 C-920-79 Type M Class 25 Grade NS Use 0 S-3 C-920-79 Type S Class 25 Grade NS Use 0 S-4 C-920-79 Type S Class 25 Grade NS Use 0 S-5 C-920-79 Type S Class 25 Grade P Use 0 S-6 C-920-79 Type S Class 25 Grade NS Use 0 S-7 C-920-79 Type S Class 25 Grade NS Use 0 S-8 (Not Used) S-9 C-920-79 Type M Class 25 Class A Type II TT-S-227(e) Class A Type I TT-S-230(c) Class A Type II TT-S-230(c) Class A Type II TT-S-230(c) Class A Type I TT-S-1543(a) Class A TT-S-1543(a) Class A TT-S-1543(a) Class A polysulfide sealant - Shore A hardness of 20-40 - Joint movement range of +40%-25% - Two-component, self-leveling, polyurethane or polysulfide sealant - Shore A hardness of 25-40 - Joint movement range of ±-25% - Low-modulus, one-component, non-sag, polyurethane or polysulfide sealant - Shore A hardness of 15-25 - Joint movement range of ±-50% - Minimum elongation of 700% - One-component, non-sag, polyurethane or polysulfide sealant - Shore A hardness of 25-40 - Joint movement range of ±-25% - One-component, self-leveling, polyurethane or polysulfide sealant - Shore A hardness of 15-25 - Joint movement range of ±-25% - Low-modulus, one-component, non-sag, neutral cure, silicone sealant - Shore A hardness of 15-20 - Joint movement range of +100% to -50% - Joint size may be as little as two times joint movement - Minimum elongation of 1200% - One-component, neutral cure, non-sag, silicone sealant - Shore A hardness of 25-30 - Joint movement range of ±-50% - One-component, non-sag, mildewresistant silicone sealant - Shore A hardness of 25-30 JOINT SEALANTS 07920 - 7
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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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