Special Provisions regarding Construction of Bridge Sample Clauses

Special Provisions regarding Construction of Bridge. At the request of Tenant submitted to Landlord in accordance with Section B.2 above, Landlord shall consent to the construction of a pedestrian bridge (the “Bridge”) connecting the Building to the 901 Gateway Premises in a location approved by Landlord in writing, subject, however, to the issuance by the City of all required permits and approvals for the construction of the Bridge and compliance by Tenant with all of the terms and provisions of said Section B.2, including, without limitation, the delivery to and approval by Landlord of detailed plans and specifications for the Bridge and all required alterations to the facades of the Building and the 901 Gateway Premises. INITIALS: TENANT: /s/ A. Xxxx Xxxxxxx LANDLORD: /s/ Xxxxx X. Xxxx, Xx. EXHIBIT A-1 951 GATEWAY PRELIMINARY SPECIFICATIONS A “cold shell” standard shell for each building shall be constructed per all governmental codes by Landlord for Tenant, including, but not limited to, the following: Structure/Envelope • Concrete foundation to be reinforced grade beams with spread footings or other system as specified by geotechnical and engineering consultants. • Ground floor to be concrete slab, minimum thickness 5", level to FF-20, FL-15, on grade or as required by geotechnical and engineering consultants with a minimum of 4" drain rock, 2" sand cushion and a 10 mil vapor barrier, but in no event a mar slab. • Second and third floors to have vented metal decking with reinforced concrete topping slab which meets fire inspection code and flat to FF-20. • Building structural framing to consist of reinforced steel “braced frame” with beams and columns constructed using rolled shapes. Cross bracing at exterior. • Non-bearing exterior curtain wall consisting of EIFS, with exterior containing a minimum average of 40% glass with ribbon windows of high performance glass (minimum shading coefficient of .67). • Floor system designed with live load capacity of 120 psf. • Roof live load to be 50 psf in all bays. • Floor to floor heights to be 17'-0". • Roof drains and drain lines with connection to site storm drain system. • Paved surface parking and structured parking adjacent to the Premises as required to provide tenant with the parking designated in the Lease. • Roof screens up to 11'-0" in height above the roof as required by the City. • Roofing membrane to be a four-ply asphalt built-up over rigid insulation over metal deck roof construction. • Fire proofing of building structure, if required, to building ...
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