Penetrations. All floor and wall penetrations, excluding slab openings indicated on the structural design drawings, or as required by this SUBCONTRACTOR work shall be furnished and installed by the SUBCONTRACTOR including firestopping, smoke seal and/or waterproofing materials as required. Core drilling shall be in accordance with structural drawing details and only after receiving approval from the Structural Engineer and the CONTRACTOR.
Penetrations. A. Penetrations through the membrane for the purpose of supporting reinforcing steel or form ties will not be permitted.
Penetrations. Penetrations" means the square footage of the areas within (and measured from the mid-point of the walls enclosing) the Building stairs, fire towers, elevator shafts, flues, vents, stacks, pipe shafts, vertical ducts and other vertical penetrations. Areas for the specific use of Tenant and installed at the request of Tenant such as special stairs or elevators are not included within the definition of Penetrations and, such areas will be included in the relevant Useable Area.
Penetrations. All roof and/or wall penetrations required for additional Tenant plumbing, mechanical or electrical work that are above Landlord work as described in Exhibit C and any other Landlord approved Tenant work shall be made by Landlord's designated contractor at Tenant's expense in accordance with Exhibit D and the Tenant Handbook.
Penetrations. All floor penetrations shall be caulked, cemented, or filled (immediately upon coring or discovery) with materials that are fire rated and match specifications of the original floor composition. NO PENETRATIONS OR OTHER STRUCTURAL MODIFICATIONS SHALL BE PERMITTED WITHOUT THE APPROVAL OF THE BUILDING STRUCTURAL ENGINEER. DO NOT DRILL OR PENETRATE BUILDING STRUCTURAL BEAMS FOR HANGING OF MECHANICAL EQUIPMENT, PIPING, DUCTWORK OR ANY OTHER EQUIPMENT WITHOUT SUBMITTING FOR APPROVAL. THIS IS A POST TENSIONED STRUCTURE AND MOST BEAMS AND CERTAIN JOISTS ARE POST TENSIONED. DAMAGE TO THE TENDONS WILL BE THE RESPONSIBILITY OF THE TENANT CONTRACTOR IF APPROVALS ARE NOT OBTAINED. APPROVALS MUST BE IN WRITTEN FORM, EMAILS AND OTHER WRITTEN METHODS ARE MANDATORY. All penetrations of piping, duct work, conduits, etc. through wall partitions, and doors shall be fire sealed to the Landlord’s satisfaction, in order to maintain the integrity of the structures fire safety rating.
Penetrations. In decks, collars shall extend above the finished deck no less than 6 inches. Deck penetrations susceptible to damage shall have kick-tubes or extended casings that are a minimum of 9 inches above the finished deck. Watertight, fire-tight and weathertight penetrations for multi-cable runs shall be made using cable transits, RISE/NOFIRNO, or equal. Stuffing tubes shall be used only for individual cable penetrations. Voids created by collars shall be covered so as not to accumulate waste and dirt. Multiple cable transits shall use regulatory approved fire rated sealers such as synthetic rubber blocks and fire sealer. Fire-tight penetrations shall be insulated to the fire rating of the boundary. Cable transits shall be installed with capacity for future addition of 15% of the average cable size within the transit. However, for primary cable runs, this margin shall be 25%. When using fire sealer type transits (Rise/NOFIRNO style), avoid over packing the transit. At least 1/2 inch space shall be maintained between each cable, and from each cable to the collar or frame. Cable penetrations through bulkheads and decks not required to be watertight, weathertight or fire-tight, shall be lined with flat bar or structural tubing to form collars. The collars shall be continuously welded to metal surfaces, and all rough edges shall be smoothed. Cables penetrating such openings shall be secured to prevent chafing.
Penetrations. A. Cutting or Holes:
Penetrations. Sleeves for penetrations through beams, columns, walls, foundations and slabs shall be furnished and installed by Subcontractor so as not to delay or impede the work of others. Subcontractor is responsible for adequately securing such sleeves and verifying correct location immediately prior to, during and after concrete placement. Locations shall be coordinated by Contractor and approved by the Structural Engineer. Subcontractor shall provide files necessary for Contractor to combine all subcontractors’ penetrations on one set of plans. Openings requiring concrete formwork, metal deck cutting or edging will be provided by and, if shown on the architectural or structural drawings, paid for by others. Subcontractor shall identify the locations, quantities and sizes of all such openings. Any additional penetrations through or modifications to structural steel members beyond what is shown on the structural drawings will be provided by others, subject to the approval of the Structural Engineer and paid for by Subcontractor. Subcontractor must identify the locations, quantities and sizes of such penetrations on its shop drawings. Penetrations and modifications required in the field for Subcontractor’s convenience or due to coordination issues with other trades to be provided by others will be paid for by Subcontractor. Subcontractor shall provide field layout of all penetrations required through walls by the scheduled start date for wall framing in the related area if the penetrating sleeve, duct, pipe, etc. is not already installed. Subcontractor shall provide any concrete coring required for its work. Locations and method are to be submitted for approval to Contractor and the Structural Engineer. All penetrations through building elements must be located and dimensioned on Subcontractor’s shop drawings prepared specifically for that purpose by Subcontractor. These drawings must be submitted to Contractor as required by the progress of the Work. Subcontractor is responsible for patching any penetrations made for its Work. Such patching shall return the penetrated item to its original structural, fire resistant, sound attenuation and air pressurization capacity. Penetration patching method and locations must be approved in advanced by Contractor. Subcontractor shall grout, pack or otherwise suitably prepare its penetrations to receive scheduled waterproofing or roofing. Subcontractor shall also provide any counter flashing, roof jacks, stainless steel draw bands...
Penetrations. 1. Do not penetrate or otherwise notch or cut structural members, including footings and grade beams, without approval of Structural Engineer.
