Danks v. Stock Building Supply, Inc.

2007 WI App 8, 727 N.W.2d 846, 298 Wis. 2d 348, 2006 Wisc. App. LEXIS 1149
CourtCourt of Appeals of Wisconsin
DecidedDecember 7, 2006
Docket2005AP2679
StatusPublished
Cited by11 cases

This text of 2007 WI App 8 (Danks v. Stock Building Supply, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals of Wisconsin primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Danks v. Stock Building Supply, Inc., 2007 WI App 8, 727 N.W.2d 846, 298 Wis. 2d 348, 2006 Wisc. App. LEXIS 1149 (Wis. Ct. App. 2006).

Opinions

DEININGER, J.

¶ 1. Stock Building Supply, Inc., a truss supplier to a residential construction project, hired C&R Concrete, a company performing other work on the project, to load a truss at the construction site onto Stock's truck. Nathan Danks, an employee of C&R Concrete, was injured while assisting in the truss removal. Danks appeals the judgment dismissing his personal injury claims against Stock and its truck driver, James Wagner, who was at the site to pick up the truss. Danks claims the circuit court erred in concluding on summary judgment that Stock and its driver were not negligent as a matter of law.

¶ 2. Because Stock retained an independent contractor (C&R) to remove the truss, Stock can be held liable for injuries sustained by the independent contractor's employee (Danks) only if Stock or its employee (Wagner) committed "affirmative acts of negligence." The undisputed facts in the record on summary judgment establish as a matter of law that neither Stock nor Wagner committed affirmative acts of negligence. We also conclude that Wis. Stat. § 895.045(2) does not provide an alternative basis for holding Stock liable for Danks' injuries. Accordingly, we affirm the judgment dismissing Danks' claims against these defendants.

BACKGROUND

¶ 3. The following background facts are taken from the parties' submissions in support of and opposi[353]*353tion to Stock's motion for summary judgment. Danks does not argue that disputed historical facts preclude the granting of summary judgment. Our recitation generally conforms to Danks' "statement of facts" in his opening brief.

¶ 4. Danks suffered a spinal cord injury while assisting his supervisor, the owner of C&R Concrete, in loading a truss onto a truck at a construction site. C&R performs concrete work for residential and small commercial projects. On the day of the accident, C&R was the concrete subcontractor for the construction of two residences in Edgerton. Norsemen Builders acted as the general contractor for the project and performed the carpentry work.

¶ 5. Norsemen purchased roof trusses for the project from Stock Building Supply, Inc., a company that sells building supplies and components, including trusses that are assembled at Stock's plant in Delavan. Stock delivers trusses to work sites in steel-banded bundles on a large flatbed truck. Once trusses are delivered to a construction site, the carpenter installs them on the house frame. This requires a crane to lift the trusses into position. Norsemen usually employed McCutchin Crane to lift and set trusses on its residential construction projects.

¶ 6. With each bundle of trusses it delivered, Stock included a packet of documents that contained a description of each truss and directions on how the trusses were to be arranged on the roof. Also included in the packet was a document published by the Truss Plate Institute, the "HIB-91 Summary Sheet," subtitled "Commentary and Recommendations for the Handling, Installing & Bracing Metal Plate Connected Wood Trusses." The HIB-91 publication provides safety information concerning the lifting and movement of trusses, [354]*354and it warns: "Do not lift single trusses with spans greater than 30' by the peak." The publication also indicates that a "tag line" (a thick rope attached to the truss) should always be used when lifting and moving trusses.

¶ 7. Stock delivered a bundle of trusses to the Norsemen construction site in Edgerton. A Norsemen representative received the trusses and the accompanying instruction packet. One of the trusses delivered to the site was a 47-foot, 270-pound gable-end truss that later failed and injured Danks. Because the gable-end truss would form the outer wall of the roof structure, Norsemen attached sheathing board to it, along with two-by-four "stiffeners." These additions increased the weight of the truss from 270 to 902 pounds, not including the stiffeners.

¶ 8. Norsemen workers completely sheathed the truss, leaving only a small triangular opening at its peak. The opening was intended to be used as a point for attaching a single cable to lift the truss. Norsemen workers soon discovered that the trusses Stock had delivered were two feet too long for the project. After a Stock representative visited the site, Stock acknowledged it had erred in sending improperly sized trusses to the Edgerton site. Stock agreed to remove the oversized trusses from the site.

¶ 9. Because Stock did not have a crane to lift the trusses onto its truck, it asked Norsemen who performed its truss transfers. Norsemen's regular crane service, McCutchin Crane, required advance scheduling. Stock wanted to remove the trusses on an empty flatbed trailer truck that was returning from a delivery. Given the time constraint, Norsemen suggested that its concrete subcontractor might perform the loading. C&R Concrete was on site and had a boom truck that it [355]*355used to handle cement forms. On behalf of Stock, Norsemen approached C&R's owner about loading the trusses onto Stock's truck. C&R agreed to do the work on terms acceptable to Stock and Stock authorized C&R to proceed.

¶ 10. C&R's owner had lifted unsheathed trusses approximately five times in the seven years preceding the accident. Neither Stock nor Norsemen provided C&R a copy of the HIB-91 Summary Sheet. Danks, who assisted C&R's owner with the lift and transfer, had some experience operating C&R's crane but none in lifting trusses. C&R's owner instructed Danks on the day of the accident regarding how the crane cable should be attached to a truss for the lift.

¶ 11. When its concrete work was completed on the day of the accident, C&R dismissed all of its workers except Danks who stayed to assist in loading the trusses. Approximately thirty minutes before the accident took place, Stock's driver, James Wagner, arrived at the site with a flatbed truck to pick up the oversized trusses. Upon Wagner's arrival, C&R's owner, Danks and two Norsemen employees were still on site. Wagner saw the sheathed, gable-end truss "[slitting on top of the house" with the crane cable already connected to it. Danks, following the C&R owner's directions, had connected the truss to the crane by passing a cable through the small triangle left by Norsemen at the top of the truss. He did this by going inside the partially constructed house, climbing a ladder and connecting the cable to the truss. Danks' method of connection resulted in a one-point lift from the center of the truss.

¶ 12. Wagner and C&R's owner discussed where Wagner should position the truck to facilitate the loading process. Wagner turned his truck around and brought the truck into the agreed upon position. When [356]*356Wagner stopped his truck, the gable end truss was already moving through the air. Wagner could see that a two-point connection to the truss was not being employed and that no tag line was in use. When he stepped out of the truck, he saw Danks standing between the crane and the trailer. He told Danks "I wouldn't stand there, if I were you," and Danks moved back. Wagner then stood on the flat bed and used hand signals to direct C&R's owner, who was operating the crane, as to the direction the truss should move and when it should be lowered.

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Bluebook (online)
2007 WI App 8, 727 N.W.2d 846, 298 Wis. 2d 348, 2006 Wisc. App. LEXIS 1149, Counsel Stack Legal Research, https://law.counselstack.com/opinion/danks-v-stock-building-supply-inc-wisctapp-2006.