{"id":137812,"date":"2024-10-19T07:58:01","date_gmt":"2024-10-19T07:58:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fema-p-936-2013\/"},"modified":"2024-10-25T00:09:10","modified_gmt":"2024-10-25T00:09:10","slug":"fema-p-936-2013","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fema\/fema-p-936-2013\/","title":{"rendered":"FEMA P 936 2013"},"content":{"rendered":"

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nFloodproofingNon-Residential Buildings <\/td>\n<\/tr>\n
5<\/td>\nAcknowledgements <\/td>\n<\/tr>\n
7<\/td>\nTable of Contents <\/td>\n<\/tr>\n
15<\/td>\nAcronyms andAbbreviations <\/td>\n<\/tr>\n
19<\/td>\nSection 1
1.1 Objective and Scope <\/td>\n<\/tr>\n
20<\/td>\n1.2 Definitions and Key Concepts <\/td>\n<\/tr>\n
21<\/td>\n1.3 Limitations of Floodproofing and Precautionary Measures <\/td>\n<\/tr>\n
22<\/td>\n1.4 Assumptions
1.5 Evaluation of Floodproofing Options <\/td>\n<\/tr>\n
25<\/td>\n1.6 Icons <\/td>\n<\/tr>\n
26<\/td>\n1.7 Organization <\/td>\n<\/tr>\n
27<\/td>\n2 Design Considerations inFloodproofing <\/td>\n<\/tr>\n
28<\/td>\n2.1 Regulatory Requirements, Building Codes, Design Standards,and Guidance Documents
2.1.1 National Flood Insurance Program <\/td>\n<\/tr>\n
32<\/td>\n2.1.2 Floodproofing Certificate forNon-Residential Buildings in Zone A <\/td>\n<\/tr>\n
33<\/td>\n2.1.3 Floodproofing Historic Buildings <\/td>\n<\/tr>\n
34<\/td>\n2.1.4 National Policies for Federal Actions in Floodplains <\/td>\n<\/tr>\n
36<\/td>\n2.1.5 Local Floodplain Management Regulations
2.1.6 Model Building Codes <\/td>\n<\/tr>\n
39<\/td>\n2.1.7 Consensus Standards <\/td>\n<\/tr>\n
41<\/td>\n2.1.8 Additional Federal Guidance Documents <\/td>\n<\/tr>\n
42<\/td>\n2.2 Design Loads and Site Characteristics
2.2.1 Identifying the Base Flood Elevation <\/td>\n<\/tr>\n
43<\/td>\n2.2.2 Design Flood Elevation <\/td>\n<\/tr>\n
44<\/td>\n2.2.3 Determining the Flood Depth <\/td>\n<\/tr>\n
46<\/td>\n2.2.4 Determining Hydrostatic Loads <\/td>\n<\/tr>\n
51<\/td>\n2.2.5 Determining Hydrodynamic Forces <\/td>\n<\/tr>\n
54<\/td>\n2.2.6 Determining Impact Loads
2.2.7 Interior Drain Systems <\/td>\n<\/tr>\n
56<\/td>\n2.2.8 Determining Site Drainage for Floodwalls and Levees <\/td>\n<\/tr>\n
59<\/td>\n2.2.9 Understanding the All-Hazards Approach <\/td>\n<\/tr>\n
60<\/td>\n2.3 Other Flood Characteristics
2.3.1 Duration of Flooding <\/td>\n<\/tr>\n
61<\/td>\n2.3.2 Rate of Floodwater Rise and Fall
2.3.3 Flood Frequency <\/td>\n<\/tr>\n
62<\/td>\n2.3.4 Future Conditions
2.4 Site Factors
2.4.1 Flood Hazard Boundaries <\/td>\n<\/tr>\n
63<\/td>\n2.4.2 Erosion <\/td>\n<\/tr>\n
64<\/td>\n2.5 Functional, Operational, and Economic Factors <\/td>\n<\/tr>\n
65<\/td>\n2.5.1 Functional Use Requirements of the Building
2.5.2 Occupant Safety <\/td>\n<\/tr>\n
66<\/td>\n2.5.3 Flood Warning Time <\/td>\n<\/tr>\n
67<\/td>\n2.5.4 Flood Emergency Operations Plan <\/td>\n<\/tr>\n
68<\/td>\n2.5.5 Inspection and Maintenance Plan <\/td>\n<\/tr>\n
69<\/td>\n2.5.6 Economic Factors
2.6 Building Vulnerability Assessments <\/td>\n<\/tr>\n
70<\/td>\n2.6.1 All-Hazards Vulnerability Assessment
2.6.2 Structural Condition Assessment <\/td>\n<\/tr>\n
74<\/td>\n2.6.3 Vulnerability Assessments for Electrical and Mechanical Utilities and Systems <\/td>\n<\/tr>\n
79<\/td>\n3 Dry FloodproofingMeasures <\/td>\n<\/tr>\n
80<\/td>\n3.1 Design Considerations for Dry Floodproofing Projects
3.1.1 Flood Warning Time <\/td>\n<\/tr>\n
81<\/td>\n3.1.2 Site and Building Evaluation
3.1.3 Building Standards and Codes <\/td>\n<\/tr>\n
83<\/td>\n3.1.4 Verification and Testing of Systems
3.2 Continuous Impermeable Walls <\/td>\n<\/tr>\n
84<\/td>\n3.2.1 Openings <\/td>\n<\/tr>\n
85<\/td>\n3.2.2 Wall Systems <\/td>\n<\/tr>\n
88<\/td>\n3.3 Flood Resistance of Interior Core Areas <\/td>\n<\/tr>\n
89<\/td>\n3.4 Shields for Openings <\/td>\n<\/tr>\n
90<\/td>\n3.4.1 Doors
3.4.2 Windows <\/td>\n<\/tr>\n
91<\/td>\n3.4.3 Utility Connections <\/td>\n<\/tr>\n
92<\/td>\n3.5 Flood Shields for Openings in Exterior Walls
3.5.1 Types of Flood Shields <\/td>\n<\/tr>\n
96<\/td>\n3.5.2 Flood Shield Materials
3.5.3 Gasket and Seals <\/td>\n<\/tr>\n
97<\/td>\n3.5.4 Plate-Style Flood Shields <\/td>\n<\/tr>\n
100<\/td>\n3.5.5 Case Study: Retrofit Dry Floodproofed Building, New Castle, DE <\/td>\n<\/tr>\n
102<\/td>\n3.6 Backflow Valves <\/td>\n<\/tr>\n
105<\/td>\n3.7 Internal Drainage
3.7.1 Sump Pumps <\/td>\n<\/tr>\n
110<\/td>\n3.7.2 Pressure Relief Systems <\/td>\n<\/tr>\n
111<\/td>\n3.8 Flood Emergency Operations Plan and Inspection andMaintenance Plan <\/td>\n<\/tr>\n
112<\/td>\n3.9 Dry Floodproofing in New Construction <\/td>\n<\/tr>\n
116<\/td>\n3.10 Case Study: University of Texas Perimeter Wall and DryFloodproofing Project <\/td>\n<\/tr>\n
119<\/td>\n4 Other Flood ProtectionMeasures
4.1 Floodwalls and Levees
4.1.1 Floodwalls <\/td>\n<\/tr>\n
128<\/td>\n4.1.2 Levees <\/td>\n<\/tr>\n
132<\/td>\n4.2 Wet Floodproofing Measures
4.2.1 Flood Damage-Resistant Materials <\/td>\n<\/tr>\n
134<\/td>\n4.2.2 Protection of Vulnerable Equipment and Contents <\/td>\n<\/tr>\n
135<\/td>\n4.2.3 Flood Openings for Equalization <\/td>\n<\/tr>\n
136<\/td>\n4.3 Floodproofing Electrical and Mechanical Utilities and Systems <\/td>\n<\/tr>\n
139<\/td>\n4.3.1 Electrical Utilities and Systems <\/td>\n<\/tr>\n
141<\/td>\n4.3.2 Mechanical Utilities and Systems <\/td>\n<\/tr>\n
142<\/td>\n4.4 Emergency Measures
4.4.1 Sandbags <\/td>\n<\/tr>\n
143<\/td>\n4.4.2 Temporary Flood Barriers <\/td>\n<\/tr>\n
144<\/td>\n4.4.3 Flood Wrapping Systems <\/td>\n<\/tr>\n
147<\/td>\n4.5 Combination of Floodproofing Measures <\/td>\n<\/tr>\n
148<\/td>\n4.5.1 Wet and Dry Floodproofing Techniques <\/td>\n<\/tr>\n
150<\/td>\n4.5.2 Other Combinations
4.5.3 Case Study: Application to Historic Buildings <\/td>\n<\/tr>\n
153<\/td>\nAppendic A FEMA Assistance <\/td>\n<\/tr>\n
163<\/td>\nAppendix B Understanding the FEMABenefit-Cost Process <\/td>\n<\/tr>\n
167<\/td>\nAppendix C Checklist for Vulnerabilityof Flood-Prone Sites andBuildings <\/td>\n<\/tr>\n
175<\/td>\nAppendix D References <\/td>\n<\/tr>\n
179<\/td>\nAppendix E Resources <\/td>\n<\/tr>\n
183<\/td>\nAppendix F FEMA Region ContactInformation <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

FEMA P-936 – Floodproofing Non-Residential Buildings<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FEMA<\/b><\/a><\/td>\n2013<\/td>\n184<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":137815,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2743],"product_tag":[],"class_list":{"0":"post-137812","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fema","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/137812","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/137815"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=137812"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=137812"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=137812"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}