Regional Steel Corp. v. Liberty Surplus Ins. Corp. CA2/1

226 Cal. App. 4th 1377, 173 Cal. Rptr. 3d 91, 2014 WL 2643242, 2014 Cal. App. LEXIS 517
CourtCalifornia Court of Appeal
DecidedMay 16, 2014
DocketB245961
StatusUnpublished
Cited by37 cases

This text of 226 Cal. App. 4th 1377 (Regional Steel Corp. v. Liberty Surplus Ins. Corp. CA2/1) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Regional Steel Corp. v. Liberty Surplus Ins. Corp. CA2/1, 226 Cal. App. 4th 1377, 173 Cal. Rptr. 3d 91, 2014 WL 2643242, 2014 Cal. App. LEXIS 517 (Cal. Ct. App. 2014).

Opinion

Opinion

JOHNSON, J.

Regional Steel Corporation (Regional) appeals judgment entered in favor of its insurer, Liberty Surplus Insurance Corporation (Liberty). The trial court found that Liberty had no duty to defend Regional against claims brought by JSM Construction, Inc. (JSM), arising out of Regional’s installation of defective steel framing in an apartment building JSM was constructing. We affirm.

FACTUAL BACKGROUND AND PROCEDURAL HISTORY

1. The Florentine Project

JSM Florentine, LLC (JSM Florentine), is the owner of an apartment building, the Florentine Apartments, under construction in North Hollywood in 2004 (Florentine Project). The Florentine Project complex consists of 14 stories, including retail space on the ground floor, four floors of parking, and 180 residential units on the upper floors. JSM was the general contractor on *1382 the project. Regional was a subcontractor engaged pursuant to a June 4, 2004 subcontract to provide reinforcing steel to the Florentine Project’s columns, walls, and floors. Webcor Construction LP (Webcor) was engaged to supply and pour concrete to encase Regional’s rebar skeleton.

From May through September 2004, Regional prepared and submitted shop drawings that used both 90-degree and 135-degree seismic tie hooks in shear walls. JSM and the structural engineer for the project, Babayan & Associates (Babayan), approved the drawings. In October 2004, Regional began construction on the project, using both the 90-degree and 135-degree seismic hooks as approved in the shop drawings. Webcor poured concrete encasing the rebar and tie hooks.

In January 2005, a city building inspector issued a correction notice requiring the exclusive use of 135-degree hooks. In April 2005, JSM became aware of the problem and informed Regional that it needed to use 135-degree hooks. On May 3, 2005, JSM stopped the pouring of concrete pending resolution of the hook issue. Regional immediately began to fabricate 135-degree hooks. In June 2005, the city notified JSM that garage levels one through three, and some on level four, had defective tie hooks and required repair. JSM refused to pay Regional’s invoices and withheld $545,000.

2. The Policy 1

In August 2005, JSM purchased a commercial liability policy from Liberty (Policy) with an effective date of August 5, 2005. Liberty added Regional as an additional named insured, effective as of October 5, 2005. The Policy consists of various standard, preprinted ISO (Insurance Services Organization) forms, as well as several endorsements, including a wrap endorsement (Wrap Endorsement) converting the Policy into a “wrap” policy specific to the Florentine Project. The Policy provides in relevant part that Liberty will “pay those sums the insured becomes legally obligated to pay as damages because of . . . ‘property damage’ to which this insurance applies.” The Policy applies to “ ‘property damage’ ” caused by an “ ‘occurrence’ ” that takes place on or after the policy’s “Retroactive Date” of August 5, 2005. Through a series of endorsements, the Policy was extended to November 5, 2008.

*1383 The Policy excludes coverage for “ ‘[property damage’ ” to “ ‘impaired property’ ” or property that “has not been physically injured, arising out of . . . ffl . . . [a] defect, deficiency, inadequacy or dangerous condition in ‘your product’ or ‘your work.’ ” “ ‘Property damage’ ” is defined as “[physical injury to tangible property, including all resulting loss of use of that property. . . . [(J[] . . . Loss of use of tangible property that is not physically injured . . . shall be deemed to occur at the time of the ‘occurrence’ that caused it.” “ ‘Impaired Property’ ” is defined as “tangible property, other than ‘your product’ or ‘your work’ that cannot be used or is less useful because . . . [j[] . . . [i]t incorporates ‘your product’ or ‘your work’ that is known or thought to be defective, deficient, inadequate, or dangerous [f] . . . [f] if such property can be restored to use by . . . [f] . . . the repair, replacement, adjustment or removal of ‘your product’ or ‘your work.’ ” An “ ‘[occurrence’ ” is defined as “an accident, including continuous or repeated exposure to substantially the same general harmful condition.” 2

The Wrap Endorsement modified the ISO form by providing that “[tjhis insurance applies only to . . . ‘property damage’ . . . that occurs at a Project Site . . . and arises solely out of that portion of operation performed: [f] . . . by ... an Additional Named Insured; [f] . . . that are within the scope of a Designated Project listed in the Designated Project Schedule; and [f] ... at the Project Site listed for that Designated Project.”

The Wrap Endorsement did not specify a retroactive date or an occurrence date.

3. The Underlying Action

In August 2007, Regional filed an action against JSM for payment of $545,201.31.

On or about September 18, 2007, JSM filed a cross-complaint against Regional and other subcontractor entities, including Babayan, Webcor (the concrete subcontractor), and Quality Assurance International, Inc. (the quality inspection consultant), asserting claims against each entity for breach of contract and breach of express and implied warranties. JSM contended that Regional failed to comply with the subcontract and the building code when it *1384 installed horizontal reinforcement for the parking garage by installing 90-degree tie hooks, and as a result JSM was required by the city to make repairs that required it to open up numerous locations in the concrete walls, weld reinforcements to the steel placed by Regional, and otherwise strengthen the inadequate installation.

JSM’s claims against Webcor alleged that Webcor poured its concrete in and around Regional’s reinforcing steel, which did not contain the required 135-degree hooks, and JSM alleged that Babayan permitted Regional to install the defective hooks and failed to prevent Webcor from pouring concrete around the defective hooks, and further that Quality Assurance permitted Webcor to pour concrete without first verifying that the proper tie hooks were used. JSM alleged that it was damaged because completion of the project was delayed, resulting in loss of use, loss of rental income, and other damages. On July 14, 2008, JSM filed a first amended cross-complaint in the underlying action (FACC) adding claims based upon theories of negligence, negligent interference with economic advantage, and asserted claims against the parties’ performance bonds.

In August 2009, Webcor .filed an FACC seeking indemnity, contribution, and declaratory relief against JSM, Regional and Babayan. Webcor’s allegations were conclusory in nature: Webcor alleged its fault was passive and secondary and sought to hold Regional liable for any and all damages for which Webcor might be liable to JSM.

4. Regional’s March 2008 and August 2009 Tenders

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226 Cal. App. 4th 1377, 173 Cal. Rptr. 3d 91, 2014 WL 2643242, 2014 Cal. App. LEXIS 517, Counsel Stack Legal Research, https://law.counselstack.com/opinion/regional-steel-corp-v-liberty-surplus-ins-corp-ca21-calctapp-2014.