Design Loads Sample Clauses
The Design Loads clause defines the specific forces, weights, and environmental factors that a structure or system must be engineered to withstand. It typically outlines requirements such as live loads, dead loads, wind, seismic activity, and other relevant stresses, often referencing applicable codes or standards. By clearly specifying these parameters, the clause ensures that the design is safe, compliant, and suitable for its intended use, thereby minimizing the risk of structural failure and disputes over design adequacy.
Design Loads. 1. Structural loading imposed by any of Tenant’s Work on a temporary or permanent basis shall not exceed the following allowable live loads:
a. Stores located on supported slabs (levels other than on-grade): 75 lbs. per square foot.
b. Common Areas, mall courts, and galleries: 75 lbs. per square foot.
c. On-grade slabs: 125 lbs. per square foot.
d. Roof: 20 lbs. per square foot.
Design Loads. Structural system has been designed to carry a live load of 80 lbs. per sq. ft. plus 20 lbs. per sq. ft. partition allowance and Tenant shall not impose any live load in excess of the foregoing.
Design Loads. (a) Structural loading imposed by any of Tenant’s Work on a temporary or permanent basis shall not exceed the following allowable live loads:
(i) Within the Premises: 75 lbs. per sq. ft. live load and 20 lbs. per sq. ft. for partitions.
(ii) Common areas, malls, courts and galleries: 100 lbs. per sq. ft.
(iii) Root: 20 lbs. per sq. ft. live load and 110 lbs. per sq. ft. dead load.
Design Loads. Structural system has been designed to carry the following live loads, and loading imposed by any Tenant’s Work on a temporary or permanent basis shall not exceed the following allowable live loads:
a. On-grade slabs: 150 lbs. per sq. ft.
b. Second floor: 75 lbs. per sq. ft.
Design Loads. The following invitations shall be observed by Tenant in the conduct of Tenant's Work.
1. No suspended loads will be attached to the underside of the floor or roof structures without Landlord's written approval.
2. No wall mounted fixtures will be permitted other than those approved in writing, by Landlord. Tenant acknowledges that the stud and drywall demising walls are not designed to support wall mounted fixtures.
3. No load shall be imposed upon any floor areas of the Leased Premises in excess of 100 pounds per square foot, maximum.
Design Loads. Floors Structural floor systems shall be designed with the minimum live loads, including partitions: Dock areas 150-200 psf All other areas 100 psf
Design Loads. As indicated.
Design Loads. A. This Section 4-1.5 [Design Loads] sets out loads to be accounted for in the design of Structures, which are additional to those in CAN/CSA S6 or the ABC, as applicable.
B. The loads given in this Section 4-1.5 [Design Loads] are listed as minimum loads. Actual On- track Vehicle loads or other loads exceeding these minimum loads shall be used if these result in more unfavourable effects.
Design Loads. A. Design Loads for Building structures will be as per Section 4-3 [Design Guidance/Requirements] of this Schedule and as specified herein.
Design Loads. This Section 4-1.4 [Design Loads] sets out loads to be accounted for in the design of Structures, which are additional to those in CAN/CSA S6 and the NBCAE, as applicable.