FEMA P55 Coastal Construction Manual, Fourth Edition - Mad Cad

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Volume II CONSTRUCTING THE BUILDING 13 must be approved by the design professional (see Section 13.1.8). The building envelope must be installed in a manner that will not compromise the building’s structural integrity. For example, during construction, if a window larger than originally intended is to be installed because of delivery problems or other reasons, the contractor should obtain the design professional’s approval prior to installation. The larger window may unacceptably reduce the shear capacity of the wall, or different header or framing connection details may be necessary. Likewise, if a door is to be located in a different position, the design professional should evaluate the change to determine whether it adversely affects the structure. 13.3.2 Building Envelope Inspection Points Table 13-4 is a list of suggested critical inspection points that can be used as a guide for building envelope inspections. Fact Sheet 6.1, Window and Door Installation, in FEMA P-499 discusses proper window and door installation and inspection points. Table 13-4. Building Envelope Inspection Points Inspection Point Reason 1. Siding attachment to wall framing Ensures there are sufficient number, type, and spacing of nails 2. Attachment of windows and doors to the wall framing 3. Flashings around wall and roof openings, roof perimeters, and at changes in building shape 4. Roof covering attachment to sheathing, including special connection details 5. Attachments of vents and fans at roofs and walls 13.3.3 Top Building Envelope Issues for Builders The top building envelope issues for builders are as follows: COASTAL CONSTRUCTION MANUAL Ensures there are sufficient number, type, and spacing of either nails or screws Prevents water penetration into building envelope Minimizes potential for wind blowoff. In high-seismic-load areas, attention to attachment of heavy roof coverings, such as tile, is needed to avoid displacement of the covering. Reduces chance that vents or fans will blow off and allow winddriven rain into the building Many manufacturers do not rate their products in a way that it is easy to determine whether the product will really be adequate for the coastal environment and the expected loads. Suppliers should be required to provide information about product reliability in the coastal environment. Wind-driven rain finds a way into a building if there is an open path. Sealing openings and shedding water play significant parts in building a successful coastal home. Window and door products are particularly vulnerable to wind-driven rain leakage and air infiltration. These products should be tested and rated for the expected coastal conditions. The current high-wind techniques of adding extra roof surface sealing or attachments at the eaves and gable end edges should be used. Coastal buildings require more maintenance than inland structures. The maintenance requirement needs to be considered in the selection of materials and the care with which they are installed. 13-31
13 CONSTRUCTING THE BUILDING Volume II 13.4 References ACI (American Concrete Institute). 2008. Building Code Requirements for Structural Concrete. ACI 318-08. AWPA (American Wood Protection Association). 1991. Care of Pressure-Treated Wood Products. AWPA Standard M4-91. Woodstock, MD. AWPA. 1994. Standards. Woodstock, MD. FEMA (Federal Emergency Management Agency). 1996. Corrosion Protection for Metal Connectors in Coastal Areas. NFIP Technical Bulletin 8-96. FEMA. 2006. Recommended Residential Construction for the Gulf Coast. FEMA P-550. FEMA. 2011. Home Builder’s Guide to Coastal Construction Technical Fact Sheets. FEMA P-499. ICC (International Code Council). 2008. Standard for Residential Construction in High-Wind Regions, ICC 600-2008. ICC: Country Club Hills, IL. ICC. 2011a. International Building Code. 2012 IBC. Country Club Hills, IL: ICC. ICC. 2011b. International Residential Code for One-and Two-Family Dwellings. 2012 IRC. Country Club Hills, IL: ICC. NES (National Evaluation Service, Inc.). 1997. Power-Driven Staples and Nails for Use in All Types of Building Construction. National Evaluation Report NER-272. TMS (The Masonry Society). 2008. Building Code Requirements and Specification for Masonry Structures and Commentaries. TMS 402-08/ACI 530-08/ASCE 5-08 and TMS 602-08/ACI 530.1-08/ ASCE 6-08. USDN (U.S. Department of the Navy). 1982. Foundation and Earth Structures Design. Design Manual 7.2. 13-32 COASTAL CONSTRUCTION MANUAL
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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 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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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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