Page 178 - Construction Waterproofing Handbook
P. 178

ABOVE-GRADE WATERPROOFING  3.67
                                                               or structural movement of the topping slab.
                                                               This can cause the topping slab to crack,
                                                               leading to membrane deterioration. Refer to
                                                               Figs. 3.62 and 3.63 for proper detailing.
                                                                 Membranes should be adhered only to
                                                               the structural deck, not to topping layers,
                                                               where unnecessary stress due to differential
                                                               movement between the two layers will
                                                               cause membrane failure.
                                                                 Waterproof membranes should be ade-
                                                               quately terminated into other building enve-
                                                               lope components before applying topping
                                                               and protection layers.  The topping is also
                                                               tied into the envelope as secondary protec-
                         FIGURE 3.59 Premanufactured drainage for sand-  tion. Control or expansion joints are installed
                         wich-slab construction. (Courtesy of  American
                         Hydrotech)                            along topping slab perimeters where they
                                                               abut other building components, to allow for
                                                               adequate movement (Fig. 3.64). Waterproof
                                                               membranes at these locations are turned up
                                                               vertically, to prevent water intrusion at the
                                                               protection layer elevation. Refer to Fig. 3.65
                                                               for a typical design at this location.
                                                                 When pavers are installed as the protec-
                                                               tion layer, pedestals are used to protect the
                                                               membrane from damage. Pedestals allow
                                                               leveling of pavers, to compensate for eleva-
                                                               tion deviations in pavers and structural
                                                               slabs (Fig. 3.66).
                                                                 At areas where structural slabs are sloped
                                                               for membrane drainage, pavers installed
                                                               directly over the structural slab would be
                                                               unlevel and pose a pedestrian hazard.
                                                               Pedestals allow paver elevation to be leveled
                         FIGURE 3.60 Topping slab with tile perimeter edge  at these locations. Pedestals are manufac-
                         detail that permits drainage. Note drainage board  tured to allow four different leveling applica-
                         over membrane, and provision to weep water out of
                         envelope at edge. (Courtesy of Schluter Systems)  tions, since each paver typically intersects
                                                               four pavers, each of which may require a dif-
                                                               ferent amount of shimming (Fig. 3.67).
                            If wood decking is used, wood blocking should be installed over membranes so that nailing
                         of decking into this blocking does not puncture the waterproofing system. Blocking should run
                         with the structural drainage design so that the blocking does not prevent water draining.
                            Tile applications, such as quarry or glazed tile, are also used as decorative protection
                         layers with regular setting beds and thin-set applications applied directly over membranes.
                            With thin-set tile installations, only cementitious or liquid-applied membrane systems are
                         used, and protection board is eliminated. Tile is bonded directly to the waterproof membrane.
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