Embeds, Backing, and Penetrations Sample Clauses

Embeds, Backing, and Penetrations. 5.12.1. Subcontractor shall furnish all items that are to be embedded in cast-in-place concrete to the Contractor or concrete subcontractor at least one week before forming activities for those locations begin. Subcontractor shall also provide a layout drawing that includes detailed dimensions and such other information as may be necessary to precisely define the embed locations. Subcontractor shall review the embed installation promptly upon completion to confirm they are installed correctly and in the correct location. In the event Subcontractor fails to do so and later discovers a defect in the installation of an embed, Subcontractor shall be responsible for the cost to correct or otherwise accommodate the defect as it may exceed that cost which would have been incurred if caught promptly after installation. 5.12.2. Should the Subcontractor under the Agreement to which this attachment is attached be the concrete subcontractor, such Subcontractor shall promptly correct any non- conforming embed installations at its cost and expense and/or shall be responsible for any work required to otherwise accommodate any non-conforming embed installation including but not limited to engineering and labor. Any alternate method of embed installation required must be reviewed and approved by a structural engineer and approved by the Contractor. 5.12.3. Notwithstanding and without limiting Section 5.12.1 above, Subcontractor shall provide its own pour watch to ensure that its embeds do not move during the pour. 5.12.4. Subcontractor shall be responsible for any work required to install or otherwise accommodate any missed embed after the concrete is poured if Subcontractor fails to comply with the foregoing in this Section 5.12, including but not limited to engineering and labor. Any alternate method of embed installation required must be reviewed and approved by a structural engineer and approved by the Contractor. 5.12.5. Core drills and penetrations in the post-tensioned decks must be coordinated and approved by the structural engineer of record for the Project and the Contractor. Locations shall be imaged to confirm PT cable and reinforcing locations prior to any cutting or drilling. 5.12.6. Ordinary backing and blocking will be provided for Subcontractor by others on the following conditions. 5.12.6.1. Subcontractor shall provide a drawing (with dimensions) showing the exact locations and type of backing/blocking for all backing or blocking Subcontractor requires fo...