FLOOR SLAB Sample Clauses

FLOOR SLAB. No penetrations shall be allowed for electrical outlets in floor slabs. All tenants with restroom facilities or food preparation areas shall install a floor slab waterproofing membrane in the Premises. All floor penetrations must be sleeved and waterproofed.

FLOOR SLAB. All Tenant's with rest room facilities or food preparation areas shall install a floor slab waterproofing membrane in the Premises at Tenant's expense. All floor penetrations must be sleeved and waterproofed, except slabs on grade.

FLOOR SLAB. The following is subject to structural requirements unknown at the time of authoring these specifications. Floor slab to be determined by soils and structural engineers. Floor slab to be a hard trowel finish. Control joints will be caulked. Floor will be installed utilizing a laser screed operation.

FLOOR SLAB. Where required, tenants shall provide 3000 PSI concrete ---------- slab with welded wire mesh reinforcing.

FLOOR SLAB. Landlord shall furnish a 4" thick slab on grade with smooth trowelled concrete surface. The floor elevation will be above the finished floor elevation in the mall areas adjacent to the Leased Premises.

FLOOR SLAB a) The warehouse floor slab is to be constructed in accordance with geotechnical and structural engineer's recommendations. As a minimum, the floor slab shall be constructed of 6" thick, 4,000 psi reinforced concrete. Reinforcing shall be #3 reinforcing bars, 18" on center each way, Pad. located approximately 2" from top of slab. b) All concrete shall have a maximum allowable slump of 5" as tested by a qualified concrete testing agency at the site. c) Surface flatness tolerance in the warehouse area shall be 1/8" in 10'. d) Placement of concrete shall be done by utilizing a laser driven screed or a hydraulic power-driven screed in accordance with the structural engineer's recommendation. e) Slab control joints shall be saw cut at the optimum time to help reduce shrinkage cracking, but no less than 10 hours after the concrete has been placed. The maximum distance between saw cut control joints shall be 20' or an recommended by structural engineer. The joints shall be cut a maximum width of 1/8" and one-third the depth of the slab thickness. f) Slab construction joints arc to be dowelled with #5 smooth bars at 18" on center. g) All concrete mix designs shall be provided by a structual engineer and shall be reviewed and approved by the structural engineer and the selected independent testing agency prior to any concrete placement. h) All column shall have a formed diamond or round block out that will be poured and saw cut separately. i) No key ways of any type shall be allowed in the floor slab. j) A vapor barrier shall be provided under the office area.

FLOOR SLAB. The floor is mesh reinforced concrete slab on a granular sub base. Uniformly distributed load of 30 Kn/m2 (600lbs/sq ft). Damp proof membrane under whole floor. Tolerance - Concrete Society Category 2 as defined in Technical Report No. 34. Surface Treatment - Power float finish with dust sealant and surface hardener.

FLOOR SLAB. All floor joints in Bays 1.5, 1.7 and 2.7 adjacent to all the outside walls, as well as any floor joints in the heavy trafficked areas, will be caulked. Such caulking to be completed by 4/30/13 for Bays 1.5, 1.7 and 2.7. · Warehouse floors in Bays 1.5, 1.7 and 2.7 to be delivered in broom clean condition. All damage or defects to be repaired at Landlord’s expense. All floor work to be completed by 4/30/13 for Bays 1.5, 1.7 and 2.7. · Provide: (i) cooling to Bays 1.5, 1.7, and 2.7, pursuant to the agreed upon warehouse cooling standards, (ii) heating and cooling to the Office Space in Bay 2.8, the Lobby, and the Lobby Offices pursuant to the agreed upon general office standards; all pursuant to and in accordance with the terms and conditions in Section 3.9 of the Lease. All HVAC work to be completed by 7/31/13; provided, however, Landlord will provide Tenant with an estimated completion date for all HVAC work as soon as reasonably practicable after the full execution of this Lease by both Landlord and Tenant, and Landlord will nevertheless use commercially reasonable efforts to complete all HVAC work by 6/30/13. Notwithstanding the foregoing, for clarification, Landlord will not provide heating, ventilation or air conditioning to the Bonus Space or Corridor. · Landlord will provide the existing ductwork in the Leased Premises in good working condition; and Tenant shall be responsible, at Tenant’s sole cost and expense, for the addition, modification or relocation of any ductwork within the Leased Premises. · Provide access to both of the existing elevators located in the lobby area outside of Bay 1.8 for access to Bay 2.8. Activate the existing escalators located in the lobby area outside of Bay 1.8 for access to Bay 2.8. All elevator and escalator work to be completed by 6/30/13.

FLOOR SLAB. The following is subject to structural requirements unknown at the time of authoring these specifications. Floor slab will be 4" in the office areas and 6" in warehouse, nominal thickness' 4,000 PSI compressive strength concrete placed over 6" type II aggregate base. Floor slab to be reinforced throughout with #3 rebar at 18" O.C. Construction joints to be no more than 12.5' in width. Construction joints to receive 1/2" diameter smooth dowels at 2' O.C. Slip dowels to be greased on one end. Control joints to be cut perpendicular at a distance not to exceed 25'. Floor slab to be a hard trowel finish. Control joints will not be caulked. As part of this specification, floor flatness to be an overall average of 35 and floor levelness to be an overall average of 25. Floor shall be sealed with Lipidolith, Xxxxxxxxx, XX Xxxxxxx brand or equal. No special foundation for equipment and machinery is provided in the warehouse areas. Housekeeping pads have been provided for the boiler room, and electrical panels.

FLOOR SLAB. Floor slab shall be a minimum of 6" thick, 3,000 p.s.i. reinforced concrete, and provided with cast expansion joints and saw cut control joints as required by the structural engineer. Provide 10 mil. poly beneath the slab.