Skanska USA Building Inc. v. J.D. Long Masonry, Inc.

CourtDistrict Court, D. Maryland
DecidedJuly 24, 2019
Docket1:16-cv-00933
StatusUnknown

This text of Skanska USA Building Inc. v. J.D. Long Masonry, Inc. (Skanska USA Building Inc. v. J.D. Long Masonry, Inc.) is published on Counsel Stack Legal Research, covering District Court, D. Maryland primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Skanska USA Building Inc. v. J.D. Long Masonry, Inc., (D. Md. 2019).

Opinion

IN THE UNITED STATES DISTRICT COURT FOR THE DISTRICT OF MARYLAND

SKANSKA USA BUILDING, INC., * * Plaintiff, * * v. * Civil Case No. SAG-16-933 * J.D. LONG MASONRY, INC., * * Defendant. * * ************* MEMORANDUM OPINION Plaintiff Skanska USA Building, Inc. (“Skanska”) filed a one-count Complaint against Defendant J.D. Long Masonry, Inc. (“Long”), seeking money damages in connection with an alleged breach of a subcontract between the parties. ECF 1. The parties have filed competing Motions for Summary Judgment on the issue of liability. See ECF 71 (Skanska’s Motion for Summary Judgment, with accompanying memorandum of law (“Skanska’s Motion”)); ECF 72 (Long’s Renewed Motion for Summary Judgment, with accompanying memorandum of law (Long’s Motion)); ECF 73 (Long’s Opposition to Skanska’s Motion); ECF 74 (Skanska’s Opposition to Long’s Motion); ECF 75 (Long’s Reply); ECF 76 (Skanska’s Reply). The issues have been fully briefed, and no hearing is necessary. See Local R. 105.6 (D. Md. 2018). For the reasons that follow, I will grant Skanska’s Motion and deny Long’s Motion. I. FACTUAL BACKGROUND The National Institutes of Health (“NIH”) hired Skanska as the general contractor on a project to build a research facility in Baltimore, Maryland. ECF 26 ¶¶ 4-5. Skanska and Long entered into a subcontract in October, 2004 (“the Subcontract”). ECF 71-2. The Subcontract required Long to construct a masonry façade for the research facility, in exchange for monetary payment. Id. Long was the sole masonry contractor working on the research facility. ECF 71-4 at 6. Relevant to the instant dispute, the Subcontract contained the following provisions: ARTICLE XXIII INDEMNITY AND INSURANCE

23.1 To the fullest extent permitted by law, the Subcontractor hereby assumes entire responsibility and liability for any and all damage or injury of any kind or nature whatever (including death resulting therefrom) to all persons, whether employees of the Subcontractor or otherwise, and to all property, caused by, resulting from, arising out of or occurring in connection with the execution of the Work; and if any claims for such damage or injury (including death resulting therefrom) be made or asserted, . . . the Subcontractor agrees to indemnify, defend, and save harmless Skanska . . . from and against any and all such claims, and further from and against any and all loss, cost expense, liability, damage or injury, including legal fees and disbursements, that Skanska, the Architect or Owner, their officers, agents, servants or employees may directly or indirectly sustain, suffer or incur as a result thereof.

* * * * * * * * * * * * * * * * * * * * * *

ARTICLE XXX INDEMNIFICATION

30.1 To the fullest extent permitted by law, the Subcontractor shall indemnify, defend and hold Skanska, the Owner, the Owner’s subsidiaries and associates, the Architect/Engineer and their respective agents and employees (the “Indemnitees”) harmless from all claims, loss, costs and expenses (including attorney’s fees and disbursements) whether arising before or after completion of the Subcontractor’s Work, caused by, arising out of, resulting from, or occurring in connection with, the performance of the Work by the Subcontractor, its sub-subcontractors, their agents and employees, their presence on the premises or the breach of this Agreement whether or not caused in part by the active or passive negligence or other fault of the Indemnitees excepting only such claims, costs, expenses or liabilities caused by the sole negligence of the Indemnitees.

ECF 71-2 at 21, 24. Skanska received a certificate of substantial completion of the research facility on October 4, 2007, and notified Long on October 12, 2007 that “service warranties/guarantees are to begin on this date.” ECF 71-9. Although it issued the certificate of completion, NIH had notified Skanska of some structural concerns with the research facility, including concerns relating to the masonry work Long had performed. ECF 26 ¶ 7. In 2009, NIH hired an engineering firm, Wiss, Janney, Elstner Associates, Inc. (“WJE”), to visually assess the masonry façade and prepare an investigative report. ECF 26 ¶ 8. WJE’s resulting “Draft Report” (“the 2009 WJE Report”) documented visible evidence of issues with the façade, including cracking, spalling of lipped brick, and improper installation of through-wall flashing. ECF 72-5. In 2010, NIH and the Office of General Counsel

for Health and Human Services hired an engineering firm, Exponent, Inc., to conduct an assessment of the building structure. ECF 26 ¶ 11. In its report (“the 2010 Exponent Report”), Exponent opined that “[t]otal and differential settlement is ongoing and is expected to occur in the future . . . and may occur in areas that previously did not exhibit signs of distress.”1 ECF 21-6 at 32. After receipt of the 2009 WJE Report and the 2010 Exponent Report, NIH and Skanska entered into a settlement agreement including a “warranty list” of items to be repaired by Skanska and its subcontractors, and Skanska provided the sections of the “warranty list” pertaining to masonry work to Long for repair. ECF 71-10; 72-3 at 43-44. Following those repairs, on August

3, 2011, Skanska and Long executed a “Settlement Agreement and Release” (“the Release”) to resolve all existing issues between them. ECF 1-2. The Release specifically provides that it “shall not be construed to modify, amend, or otherwise alter the terms of the Subcontract . . .” and that

1 Although summarized herein to provide a complete synopsis of the facts relating to these motions, and to provide context for understanding the parties’ arguments, as discussed below, no witnesses have sworn to the contents of the 2009 WJE Report, the 2010 Exponent Report, or certain other documents referenced in this opinion, and no current or former employees of WJE or Exponent have been designated or retained as expert witnesses in this litigation. The contents of unsworn reports constitute inadmissible hearsay, and will not be considered as evidence with respect to the pending motions. See Md. Highways Contractors Ass’n v. Maryland, 933 F.2d 1246, 1251 (4th Cir. 1991) (“[H]earsay evidence, which is inadmissible at trial, cannot be considered on a motion for summary judgment.”); Solis v. Prince George’s County, 153 F. Supp. 2d 793, 798-99 (D. Md. 2001) (“[U]nsworn expert reports, which may have been prepared in compliance with Rule 26(a)(2), will not be considered by the Court for purposes of summary judgment.”). “Long expressly agrees that it shall remain liable for . . . Long’s continuing warranty or indemnity obligations, if any, as set forth in the Subcontract.” Id. at § 6.2. On April 9, 2013, “approximately twenty rows of brick facade spanning more than twenty feet fell from the eighth story” of the research facility (“the Incident”). ECF 71-4 ¶ 79. Ten days later, Skanska sent a letter notifying Long of the Incident and of Long’s contractual obligation “to

fully indemnify, defend, and hold Skanska harmless from and against any claim or damage that may arise out of or related to this matter.” ECF 71-11. NIH again retained WJE as a consultant to investigate the Incident. Id.; ECF 71-13. By letter dated April 24, 2013, Skanska invited Long to participate in the WJE investigation. ECF 71-12. On July 31, 2013, WJE issued a report (“the 2013 WJE Report”) alleging several deficiencies in Long’s masonry work, including lack of horizontal soft joints, improper spacing, location, and depth-of-engagement of lateral veneer anchors, and inadequate bearing for the clay brick veneer on the shelf-angles. ECF 71-13. WJE recommended significant remediation and repair work, to include removal and reinstallation of the brick façade above and below each floor-line shelf-angle, and possible replacement of the brick

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Skanska USA Building Inc. v. J.D. Long Masonry, Inc., Counsel Stack Legal Research, https://law.counselstack.com/opinion/skanska-usa-building-inc-v-jd-long-masonry-inc-mdd-2019.