FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

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11 Designing the builDing envelope Volume II Figure 11-16. Blown-off fber cement siding; broken window (arrow). Estimated wind speed: 125 mph. Hurricane Katrina (Mississippi, 2006) Figure 11-17. Four brick veneer failure modes; fve corrugated ties that were not embedded in the mortar joints (inset). Hurricane Ivan (Florida, 2004) A key to the successful performance of brick veneer is attachment with a sufcient number of properly located ties and proper tie fasteners (based on design loads and tested resistance). Fact Sheet 5.4, Attachment of Brick Veneer in High-Wind Regions, in <strong>FEMA</strong> P-499 provides guidance on specifying and installing brick veneer in high-wind regions. 11-18 COASTAL CONSTRUCTION MANUAL
Volume II Designing the builDing envelope 11 Exterior Insulating Finishing System EIFS can be applied over steel-frame, wood-frame, concrete, or CMU construction. An EIFS assembly is composed of several note types of materials, as illustrated in Figure 11-18. Some of the When a window or door assembly layers are adhered to one another, and one or more of the layers is installed in an EIFS wall is typically mechanically attached to the wall. If mechanical assembly, sealant between the fasteners are used, they need to be correctly located, of the window or door frame and the proper type and size, and of sufficient number (based on design EIFS should be applied to the loads and tested resistance). Most EIFS failures are caused by EIFS base coat. After sealant application, the top coat is an inadequate number of fasteners or an inadequate amount of then applied. The top coat is adhesive. somewhat porous; if sealant is applied to it, water can migrate At the residence shown in Figure 11-19, the synthetic stucco was between the top and base coats installed over molded expanded polystyrene (MEPS) insulation and escape past the sealant. that was adhered to gypsum board that was mechanically attached to wood studs. Essentially all of the gypsum board blew off (the boards typically pulled over the fasteners). The failure was initiated by detachment of the gypsum board or by stud blow off. Some of the gypsum board on the interior side of the studs was also blown off. Also, two windows were broken by debris. Figure 11-18. Typical EIFS assemblies COASTAL CONSTRUCTION MANUAL 11-19
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Coastal Construction Manual Princip
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All illustrations in this document
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PREFACE Volume II Chapter 8 - Site-
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1 CHAPTER TITLE Contents COASTAL CO
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Volume II CONTENTS Chapter 9. Desig
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Volume II CONTENTS Chapter 11. Desi
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Volume II CONTENTS 12.5 Water and W
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Volume II CONTENTS 15.4.1 Evaluatin
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Volume II CONTENTS Figure 9-10. Roo
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Volume II CONTENTS Figure 11-3. Hou
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Volume II CONTENTS Figure 11-47. Da
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Volume II CONTENTS Chapter 15 Figur
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Volume II CONTENTS Table 10-9. Adva
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Volume II CONTENTS Example 8.4. Flo
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1 CHAPTER TITLE COASTAL CONSTRUCTIO
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Volume II PRE-DESIGN CONSIDERATIONS
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8 DETERMINING SITE-SPECIFIC LOADS V
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9 DESIGNING THE BUILDING Volume II
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13 CONSTRUCTING THE BUILDING Volume
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14 MAINTAINING THE BUILDING Volume
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Volume II RETROFITTING BUILDINGS FO
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1 CHAPTER TITLE Acronyms COASTAL CO
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Volume II ACRONYMS H HMA Hazard Mit
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Volume II ACRONYMS T TMS The Masonr
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GLOSSARY Volume II Basement - Under
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GLOSSARY Volume II Conditions Great
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GLOSSARY Volume II F Federal Emerge
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GLOSSARY Volume II G Gabion - Rock-
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GLOSSARY Volume II Location - The l
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GLOSSARY Volume II O Open foundatio
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GLOSSARY Volume II Risk tolerance -
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GLOSSARY Volume II safe living cond
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GLOSSARY Volume II Z Zone A - Under
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INDEX Volume II Building envelope,
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INDEX Volume II stillwater flood de
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INDEX Volume II Floodborne debris d
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INDEX Volume II I IBHS (see Insuran
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INDEX Volume II date of constructio
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INDEX Volume II Seawall, 7-7, 7-17,
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INDEX Volume II velocity pressure,
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FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

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