Circuit City 2009 Annual Report Download - page 106

Download and view the complete annual report

Please find page 106 of the 2009 Circuit City annual report below. You can navigate through the pages in the report by either clicking on the pages listed below, or by using the keyword search tool below to find specific information within the annual report.

Page out of 137

  • 1
  • 2
  • 3
  • 4
  • 5
  • 6
  • 7
  • 8
  • 9
  • 10
  • 11
  • 12
  • 13
  • 14
  • 15
  • 16
  • 17
  • 18
  • 19
  • 20
  • 21
  • 22
  • 23
  • 24
  • 25
  • 26
  • 27
  • 28
  • 29
  • 30
  • 31
  • 32
  • 33
  • 34
  • 35
  • 36
  • 37
  • 38
  • 39
  • 40
  • 41
  • 42
  • 43
  • 44
  • 45
  • 46
  • 47
  • 48
  • 49
  • 50
  • 51
  • 52
  • 53
  • 54
  • 55
  • 56
  • 57
  • 58
  • 59
  • 60
  • 61
  • 62
  • 63
  • 64
  • 65
  • 66
  • 67
  • 68
  • 69
  • 70
  • 71
  • 72
  • 73
  • 74
  • 75
  • 76
  • 77
  • 78
  • 79
  • 80
  • 81
  • 82
  • 83
  • 84
  • 85
  • 86
  • 87
  • 88
  • 89
  • 90
  • 91
  • 92
  • 93
  • 94
  • 95
  • 96
  • 97
  • 98
  • 99
  • 100
  • 101
  • 102
  • 103
  • 104
  • 105
  • 106
  • 107
  • 108
  • 109
  • 110
  • 111
  • 112
  • 113
  • 114
  • 115
  • 116
  • 117
  • 118
  • 119
  • 120
  • 121
  • 122
  • 123
  • 124
  • 125
  • 126
  • 127
  • 128
  • 129
  • 130
  • 131
  • 132
  • 133
  • 134
  • 135
  • 136
  • 137

TENANT’S WORK
A. Structure
Landlord has provided a single level structure designed in accordance with all governing building codes. All elements and dimensions must be
verified by Tenant’s architect due to the previous occupancy of the space and subsequent modifications.
1.
Columns shall be un-primed structural steel shapes as depicted in lease outline drawing showing Tenant’s demised area.
2.
Roof structure over space leased shall be structural steel framing bar joist, metal deck, insulation, and built-up roofing.
3.
Exterior walls are masonry concrete block with #5 REBAR split face brick veneer.
4.
Floor Slab on grade 4' hand troweled concrete surface with 6" x 6' wire mesh approximately / ' below finished mall areas.
5.
Roof penetration shall be held to a minimum. All required Tenant penetrations of roofing system shall be made by Landlord’s
roofing contractor at Tenant’s expense after notification to Landlord for approval. Any structural framing required by
Landlord’s Engineer due to Tenant’s roof penetrations for roof mounted equipment shall be by Landlord’s Contractor at
Tenant’s expense. All engineering costs for modification to Landlord’s structure are Tenant’s responsibility.
6.
Should an expansion joint occur in the leased premises, Tenant is responsible for all construction affected by such joint
including floor, walls, and ceiling. Tenant shell maintain integrity of all such expansion joints In a manner consistent with
acceptable construction design practices.
7.
Tenant areas will be left exposed to the steel and metal deck structure above. Approximate height, slab to deck, is 28'.
8.
All drilling, welding, or other attachment to the structural system must be approved by Landlord in writing before work is
begun, and must be clearly identified on Tenant’s drawings. Landlord approval of drawings does not relieve Tenant of
responsibility to make this request in writing.
B. Demising Walls and Storefronts
1.
Each Tenant must furnish and install 5/8' fire code gypboard, taped and bedded, up to the structural deck and airtight against
the deck, on Tenant’s side of all common dividing partitions. Tenant must seal gypboard airtight and seal in an airtight manner
all structural shapes, ducts, piping, and penetrations through the demising walls. Demising walls shall be installed to roof deck
and shall be airtight, since the space between the deck and the finished ceiling is used as a return air plenum. Tenant shall
provide openings in demising walls above the ceiling as directed by the Landlord for proper circulation of air. Storefront
bulkhead must remain open to permit return airflow.
2.
Vertical neutral strips separating Tenant storefront construction are erected in front of storefront at lease line, contiguous with
dividing partitions. The storefront area left open between the edges of the neutral strips and between the mall finished floor and
the under-side of the soffit, is for storefront work by Tenant. Tenant shall be responsible for constructing a complete storefront
or remodeling an existing storefront in the full height of the opening and making suitable attachment or termination of
construction to the soffit and proper closure against each neutral strip. All aluminum on Tenant storefront must be anodized
with a dark bronze finish, including exposed portions of security gates.
3.
All storefront glass must be safety plate or tempered. Use of plate glass mirrors on storefront will be permitted only if solidly
bonded to non-combustible backing material subject to Landlords approval. Storefront glass of any type will not be permitted
to terminate directly against flooring. A durable kickplate is required.
4.
Construction or design elements of the storefront construction will not be allowed to project beyond Tenant’s lease line.
5.
Tenant must furnish and install a minimum of 3'0" x 7'0' service door connecting to service corridors. This shall be a class ‘B”
labeled door and frame, complying with uniform building code. This door’s secondary use is that of an exit, and must be
recessed the full width of Tenant’s door, swing in the direction of travel, and be equipped with the necessary hardware. Tenant
is required to make complete installation, including proper anchorage of frame, providing hole in sheet rock on corridor side,
necessary headers and other accessories for a proper installation.
Locking hardware on exterior entrances or exits must function from the inside of Tenant’s lease space only. such that after
hours access cannot be gained to Tenant’s space except through the common area.
6.
Tenant whose normal operations generate moderate or high sound levels, i.e., pet shops, coi n operated
13
1 2