PCDNHSS – 2” DEFLECTION

To complete an envelope, secondary walls must be introduced with the same consideration given to mass and air gap as covered in the floor discussion. The problem is simpler, because the walls normally support only their own weight and they need not have the structural strength of the floor. Poured concrete or concrete block walls should approach the floor density. It is most important that block joints are properly filled with mortar and painting the walls so the construction is more nearly airtight helps.

The best approach is resting these walls on the perimeter of the floating floor so the floor isolation system serves the walls as well. If this is not possible, the second choice is supporting the isolated wall on the structural slab with continuous LDS pads, and providing a caulked fiberglas seal between the floating floor and the wall as described for the perimeter in the previous specifications.

SIZE Rated Capacity (Ibs) Rated Defl (in) Spring Constant (Ibs/in) MRD (in)
B-20 20 2.75 8 3/4
B-26 26 2.53 12
B-35 35 2.55 16
B-50 50 2.55 24
B-65 65 2.45 31
B-85 85 2.45 40
B-115 115 2.35 57
B-150 150 2.35 75
B2-210 210 2.47 99 3/4
B2-290 290 2.35 144
B2-450‡ 450 2.35 224
B2-680‡ 680 2.35 340
C2-125 125 2.90 50 7/8
C2-170 170 2.80 70
C2-210 210 2.70 90
C2-260 260 2.60 120
C2-330 330 2.40 165
C2-460 460 2.40 230
C2-610 610 2.40 305
C2-880‡ 880 2.40 440
C2-1210‡ 1210 2.40 605
C2-1540‡ 1540 2.40 770
C2-1870‡ 1870 2.40 935
2-C2-2420‡ 2420 2.40 605 1
2-C2-3080‡ 3080 2.40 770
2-C2-3740‡ 3740 2.40 935
4-C2-3520‡ 3520 2.40 440 1 1/4
4-C2-4840‡ 4840 2.40 605
4-C2-6160‡ 6160 2.40 770
4-C2-7480‡ 7480 2.40 935

Submittal & Files

PRODUCT SUBMITTAL
2D CAD DETAILS – (Contact us for more info)
3D CAD DETAILS
MODEL STP FORMAT – (Contact us for more info)
REVIT 2012 RFA FORMAT – (Contact us for more info)

BULLETINS, DATA SHEETS & INFORMATION

HANGERS SPECIFICATIONS
SPRING RUBBER & COMBINATION HANGERS

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