2005-033 - Laserfiche WebLink

Home Browse Search

PRODUCT • 4 Product Specification f . Product Ref : ConCore® Panei 24 It with PosiLock TMUnderstructur& (b) Uniform Load : (g) Panel Cutout : Panel shall be capable of supporting a uniform load of Panel with up to a 101 /2" x 101 /2" cutout within the 3D0 Il.�s . plrlced on a one square foot area at any interior of the panel shall be capable of withstanding an location on the panel with a maximum top surface ultimate load without failure of 1500 lbs , anywhere on deflection of 0 . 060 inches . Panel shall not exceed a the panel . peunanent sol of 0 . 010 inches , after the load is (h) Earthquake Load Performance: removed . Note: 71 re uniform load rating of an access Provide access flooring capable of withstanding a lateral floor panel <hs specified . herein should not be confused seismic force (Fp) in seismic zone applicable to this f will ) the 'uniform live load' as specified in seismic zone Project according to requirements outlined in 1997 applications. UBC . (c) Ultimate Load : (i) Flammability: ranel'shall be capable of withstanding a concentrated Access floor panels and supporting pedestals shall be load ofmlbs . applied onto a one square inch area non-combustible . Floor coverings selected for use on (using a round or square indentor) at any location on the access floor panels shall meet a Class A Flame Spread panel without failure . Failure is defined as the point at and smoke development requirement as tested per which the panel will no longer accept the load . Certified ASTM -E84 . . test report shall be provided attesting to this ultimate • 1 .5 Design Requirements: load . d) Rolling Load : (a) Quantities , finished floor heights (FFH) and location _, Parcel and supporting understructure shall be able to of accessories shall be as specified on the contract withstand the following rolling loads at any location on drawings . the panel without developing a local and overall surface (b) Access floor system , where indicated on the design deformation greater than 0 . 040 inches . Note: wheel l documents , shall consist of modular and removable and wheel 2 tests shall be performed on two separate cementitious filled welded steel panels fastened onto, panels. and supported by, adjustable height pedestal assemblies . Wheel 1: Size : 3 " dia x 110/i ';" wide Load .,)POO lbs Passes : 10 Pedestal head and panel corner design must provide a Wheel 2 : Size : 6" dia x 11/2" wide positive location and lateral engagement of the panel to LoadpO ppO lbs Passes : 10 , 000 the understructure support system without the use of • fasteners . Cavity created under the access floor shall 4 : 03 (e) Impact Load : be used for Underfloor HVAC , wire and cable Panel and supporling understructure shall be capable of management therefore close coordination with the supporting an impact load of 100 lbs . dropped from a Mechanical System (Division 15) and Electrical System height of 36 " onto a one square inch area (using a (Division 16) is required . round or square indentor) at any location on the panel (c) Panel shall be easily removed by one person with a wilflout failure . lifting device and shall be interchangeable except where (f) Panel Drop Test : cut for special conditions . Panel shall be capable of being dropped face up onto • to a concrete slat from a h6lgfit of 36" , after which it shall continue to meet all load performance requirements as previously defined . Tate ACCESS FLOORS /0220 - 3