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575.75 755.75 0.25 0.25 re f 35.75 727 0.25 28.75 re f 575.75 727 0.25 28.75 re f BT /F3 16 Tf 0 G 54.125 695.75 TD (When is the cheapest solution also the best?)Tj ET 35.75 726.5 0.25 0.5 re f 36 726.5 539.75 0.5 re f 575.75 726.5 0.25 0.5 re f 35.75 657.25 0.25 69.25 re f 575.75 657.25 0.25 69.25 re f BT /F3 11 Tf 54.125 629.75 TD (A motel investment property built on leased land has)Tj ET BT 54.125 617.75 TD (18 years left on its ground lease, after which it is)Tj ET BT 54.125 605.75 TD (going to be torn down. But in the meantime, it needs)Tj ET BT 54.125 594 TD (to maintain an appearance consistent with the)Tj ET BT 54.125 582 TD (nationwide motel chain it represents. We)Tj ET BT 54.125 570 TD (recommended an EIFS \(Exterior Insulation and)Tj ET BT 54.125 558.25 TD (Finish System\) overcladding for this purpose.)Tj ET BT 54.125 546.25 TD (Normally we do not recommend EIFS. But in this)Tj ET BT 54.125 534.25 TD (case, the building had only vertical strip windows,)Tj ET BT 54.125 522.5 TD (and the substrate material is solid masonry. We)Tj ET BT 54.125 510.5 TD (worked with the contractor to develop a pre-)Tj ET BT 54.125 498.5 TD (fabricated application method. All the EIFS panels)Tj ET BT 54.125 486.75 TD (were manufactured off site in a shop, so the)Tj ET BT 54.125 474.75 TD (construction process went quickly and created)Tj ET BT 54.125 462.75 TD (minimal disturbance for the motel.)Tj ET BT 54.125 439 TD (In another similar case illustrated below, we worked)Tj ET BT 54.125 427 TD (with a 127,000 sf apartment rental property in)Tj ET BT 54.125 415.25 TD (Virginia Beach that had a history of leakage. )Tj ET BT /F1 9 Tf 0.2 g 0.2 G 184.125 391.5 TD (The original construction)Tj ET BT 184.125 381.75 TD (had concrete floor slabs)Tj ET BT 184.125 372 TD (exposed at the edges, a)Tj ET BT 184.125 362.25 TD (source of chronic leakage)Tj ET q 231.75 0 0 151.75 55.75 155.25 cm /I2 Do endstream endobj 17 0 obj 872 endobj 18 0 obj<</Length 872>>stream Q BT 55.875 138 TD (Management had been "child-proofing" individual balcony)Tj ET BT 55.875 128.25 TD (guardrails as best it could. These rusted guardrails were)Tj ET BT 55.875 118.5 TD (replaced with new galvanized steel as part of the re-)Tj ET BT 55.875 108.75 TD (cladding.)Tj ET BT /F3 11 Tf 0 g 0 G 333.125 629.75 TD (Our water testing and exploratory openings)Tj ET BT 333.125 617.75 TD (showed that no effective flashings had been used)Tj ET BT 333.125 605.75 TD (in the original design, and that water was entering)Tj ET BT 333.125 594 TD (at the exposed edges of concrete floor slabs. In)Tj ET BT 333.125 582 TD (this case we recommended EIFS, because the)Tj ET BT 333.125 570 TD (exterior walls consisted of vertical panels of)Tj ET BT 333.125 558.25 TD (masonry. )Tj ET 1.25 w q 333 342.5 220 200.75 re W n q 285.75 0 0 200.75 267.25 342.5 cm /I3 Do endstream endobj 19 0 obj 1813 endobj 20 0 obj<</Length 1813>>stream Q 266.625 341.875 287 202 re s Q 0.25 w BT /F1 9 Tf 0.2 g 0.2 G 333.125 325.25 TD (Steel reinforcement in the balconies was starting to rust,)Tj ET BT 333.125 315.5 TD (causing cracks in the concrete. We used protective)Tj ET BT 333.125 305.75 TD (chemical inhibitors and coatings to slow the deterioration)Tj ET BT /F3 11 Tf 0 g 0 G 333.125 282.5 TD (The building had none of the conditions that are)Tj ET BT 333.125 270.75 TD (problematic for EIFS, such as window sills and)Tj ET BT 333.125 258.75 TD (horizontal ledges. Total project cost for the)Tj ET BT 333.125 246.75 TD (concrete restoration, re-cladding, replacing)Tj ET BT 333.125 235 TD (balcony handrails, and re-sealing the windows)Tj ET BT 333.125 223 TD (was less than $7.60 per square foot of building.)Tj ET BT /F1 9 Tf 0.2 g 0.2 G 333.125 200.75 TD (New EIFS cladding has)Tj ET BT 333.125 191 TD (stopped all leakage and)Tj ET BT 333.125 181.25 TD (makes the building)Tj ET BT 333.125 171.5 TD (much more attractive to)Tj ET BT 333.125 161.75 TD (tenants in this)Tj ET BT 333.125 152 TD (community near the)Tj ET BT 333.125 142.25 TD (beach front.)Tj ET 0 g 35.75 638.75 0.25 18.5 re f 36 656.75 278.5 0.5 re f 314.5 656.75 0.5 0.5 re f 315 656.75 260.75 0.5 re f 575.75 638.75 0.25 18.5 re f 35.75 82.5 0.25 556.25 re f 575.75 82.5 0.25 556.25 re f BT /F1 8 Tf 0 G 54.125 65.5 TD (\251 COPYRIGHT, 2002 LEAVITT ASSOCIATES, INC. 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