The scope of this ANSI-approved standard is to specify prescriptive methods to provide wind resistant designs and construction details for residential buildings of masonry, concrete, wood-framed or cold-formed steel framed construction sited in high-wind regions where design wind speeds are 120 to 180 mph. The purpose of this standard is to improve building resiliency by providing prescriptive requirements based on the latest engineering knowledge and to provide minimum requirements to improve structural integrity and improve building envelope performance within the limitations in building geometry, materials, and wind climate specified.

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1	ICC 600-2020 STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH-WIND REGIONS
2	ICC 600-2020 STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH-WIND REGIONS TITLE PAGE
3	COPYRIGHT
4	AMERICAN NATIONAL STANDARD
6	FOREWORD
10	PREFACE
12	TABLE OF CONTENTS
14	CHAPTER 1 ADMINISTRATION AND APPLICATION SECTION 101 GENERAL SECTION 102 APPLICABILITY
15	TABLE 102 BUILDING GEOMETRY LIMITATIONS
16	FIGURE 102(1) ONE-STORY BUILDING GEOMETRY FIGURE 102(2) TWO-STORY BUILDING GEOMETRY
17	FIGURE 102(3) THREE-STORY BUILDING GEOMETRY
18	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS FIGURE 202(1) BUILDING NOMENCLATURE
20	CHAPTER 3 STRUCTURAL DESIGN SECTION 301 DESIGN CRITERIA
21	SECTION 302 NONRECTANGULAR BUILDINGS SECTION 303 STORM SHELTERS
22	FIGURE 301(1) ULTIMATE DESIGN WIND SPEEDS
23	FIGURE 301(2) COMPONENT AND CLADDING PRESSURE ZONES
24	TABLE 301(1) COMPONENT AND CLADDING WIND LOADS (ASD)—GABLE ROOFS
25	TABLE 301(1)—continued COMPONENT AND CLADDING WIND LOADS (ASD)—GABLE ROOFS TABLE 301(2) COMPONENT AND CLADDING WIND LOADS (ASD)—HIP ROOFS
26	TABLE 301(2)—continued COMPONENT AND CLADDING WIND LOADS (ASD)—HIP ROOFS TABLE 301(3) HEIGHT AND EXPOSURE CATEGORY ADJUSTMENT COEFFICIENTS FOR TABLE 301(1)
27	TABLE 301(4) ULTIMATE DESIGN WIND SPEED ADJUSTMENTS FOR EXPOSURE CATEGORY D TABLE 301(5) ULTIMATE DESIGN WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT FIGURE 302(1) WIND PERPENDICULAR TO COMMON WALL FIGURE 302(2) WIND PARALLEL TO COMMON WALL
28	CHAPTER 4 BUILDINGS WITH CONCRETE OR MASONRY EXTERIOR WALLS SECTION 401 SCOPE SECTION 402 GENERAL FIGURE 402(1) CONTINUITY OF FOOTING AND FOUNDATION WALL REINFORCEMENT
29	FIGURE 402(2) STEM WALL FOUNATION WITH SLAB-ON-GRADE
30	FIGURE 402(3) STEM WALL FOUNDATION WITH WOOD-FRAMED FLOOR FIGURE 402(4) MONOLITHIC SLAB-ON-GRADE FOUNDATION
31	SECTION 403 MASONRY TABLE 403(1) MINIMUM REINFORCEMENT SPLICE LENGTH (inches) FIGURE 403(1) LAP SPLICE A CONFIGURATION
32	FIGURE 403(2) LAP SPLICE B CONFIGURATION
33	FIGURE 403(3) CORNER CONTINUITY OF BOND BEAM AND WALL REINFORCEMENT FIGURE 403(4) EXTERIOR WALL REINFORCEMENT SUMMARY ONE-STORY (TWO- AND THREE-STORY SIMILAR)
34	FIGURE 403(5) CONTINUITY OF VERTICAL REINFORCEMENT – SINGLE STORY FIGURE 403(6) CONTINUITY OF VERTICAL REINFORCEMENT – MULTISTORY
35	FIGURE 403(7) SHEAR SEGMENTS
36	TABLE 403(2) WALL REINFORCING REQUIREMENTS—NO. 4 REINFORCING BARS
37	TABLE 403(2)—continued WALL REINFORCING REQUIREMENTS—NO. 4 REINFORCING BARS1
38	TABLE 403(3) REQUIRED SHEAR SEGMENT LENGTH PARALLEL TO THE RIDGE EXPOSURE B, NO. 4 REINFORCING BARS (feet)
39	TABLE 403(4) REQUIRED SHEAR SEGMENT LENGTH PERPENDICULAR TO THE RIDGE EXPOSURE B, NO. 4 REINFORCING BARS (feet)
40	TABLE 403(5) WALL REINFORCING REQUIREMENTS—NO. 5 REINFORCING BARS
41	TABLE 403(5) CONTINUED WALL REINFORCING REQUIREMENTS—NO. 5 REINFORCING BARS
42	TABLE 403(5) CONTINUED WALL REINFORCING REQUIREMENTS—NO. 5 REINFORCING BARS
43	TABLE 403(6) REQUIRED SHEAR SEGMENT LENGTH PARALLEL TO THE RIDGE, EXPOSURE B, NO. 5 REINFORCING BARS (feet)
44	TABLE 403(7) REQUIRED SHEAR SEGMENT LENGTH PERPENDICULAR TO THE RIDGE, EXPOSURE B, NO. 5 REINFORCING BARS (feet)
46	TABLE 403(8) CONTINUOUS MASONRY GABLES MAXIMUM SPACING OF VERTICAL REINFORCEMENT FOR NO. 4 BARS (feet)
47	TABLE 403(9) CONTINUOUS MASONRY GABLES MAXIMUM SPACING OF VERTICAL REINFORCEMENT FOR NO. 5 BARS (feet)
48	TABLE 403(9)—continued CONTINUOUS MASONRY GABLES MAXIMUM SPACING OF VERTICAL REINFORCEMENT FOR NO. 5 BARS (feet)
49	FIGURE 403(8) CONTINUOUS GABLE ENDWALL REINFORCEMENT SINGLE AND MULTISTORY
51	FIGURE 403(9) INTERIOR SHEAR WALL TO ROOF CONNECTION FIGURE 403(10) WOOD FLOOR SYSTEM BOLTED LEDGER
52	TABLE 403(10) STRENGTH LEVEL FLOOR CONNECTOR HORIZONTAL LOADS PARALLEL TO THE WALL TABLE 403(11) STRENGTH LEVEL VERTICAL (GRAVITY) CONNECTOR LOADS TABLE 403(12a) FLOOR WOOD LEDGER ANCHOR BOLT MAXIMUM SPACING TOP ROW OF BOLTS, SIDEWALLS
53	TABLE 403(12b) FLOOR WOOD LEDGER ANCHOR MAXIMUM BOLT SPACING TOP ROW OF BOLTS, ENDWALLS
54	TABLE 403(13) FLOOR WOOD LEDGER ANCHOR BOLT MAXIMUM SPACING BOTTOM ROW OF BOLTS ALL WALLS TABLE 403(14) MASONRY BEAM DESIGN (ARCHING CONDITION)
55	TABLE 403(15) MASONRY BEAM DESIGN (ROOF LOAD ONLY) TABLE 403(16) MASONRY BEAM DESIGN (ROOF LOAD + ONE-STORY LOAD)
56	TABLE 403(17) MASONRY BEAM DESIGN TABLE 403(18) MASONRY BEAM DESIGN
57	TABLE 403(19) MASONRY BEAM DESIGN TABLE 403(20) AREA OF REINFORCEMENT TABLE 403(21) UNIFORM STRENGTH LEVEL DESIGN LOADS—ARCHING CONDITION
58	TABLE 403(22) UNIFORM STRENGTH LEVEL DESIGN LOADS FIGURE 403(11) OUTLOOKER DETAIL FOR CONNECTION OF ROOF DIAPHRAGM TO MASONRY CONTINUOUS GABLE
59	TABLE 403(23a) MAXIMUM WIDTH OF RAKE OVERHANG TABLE 403(23b) UPLIFT CONNECTOR STRENGTH LEVEL LOAD AT END WALLS
60	TABLE 403(23c) EXPOSURE B CONNECTOR STRENGTH LEVEL LOAD PARALLEL TO THE WALL (F8) AT ENDWALLS
61	TABLE 403(23d) CONNECTOR STRENGTH LEVEL LOAD PERPENDICULAR TO THE WALL (F9) AT ENDWALLS FIGURE 403(12) LADDER DETAIL FOR CONNECTION OF ROOF DIAPHRAGM TO MASONRY CONTINUOUS GABLE
62	FIGURE 403(13a) GABLE END BRACING FOR MASONRY WALLS NOT CONTINUOUS TO THE ROOF DIAPHRAGM WITH CONVENTIONAL GABLE FRAMING FIGURE 403(13b) GABLE END BRACING FOR MASONRY WALLS NOT CONTINUOUS TO THE ROOF DIAPHRAGM WITH GABLE END TRUSS
63	TABLE 403(24) SPACING OF A 1/2-INCH ANCHOR BOLT FOR ATTACHING 2X NAILER TO RAKE BEAM
64	TABLE 403(25) STRENGTH LEVEL ROOF CONNECTOR LOADS PARALLEL TO THE WALL TABLE 403(26) STRENGTH LEVEL ROOF CONNECTOR LOADS PERPENDICULAR TO THE WALL
65	TABLE 403(27) STRENGTH LEVEL ROOF UPLIFT CONNECTOR LOAD (F3) IN EXPOSURE B
66	TABLE 403(27)—continued STRENGTH LEVEL ROOF UPLIFT CONNECTOR LOAD (F3) IN EXPOSURE B FIGURE 403(14) ROOF TO MASONRY SIDEWALL CONNECTION DIRECT TO BOND BEAM
67	TABLE 403(28) SPACING OF 1/2-INCH ANCHOR BOLTS FOR 2X8 TOP PLATE, SIDEWALL WITH 4 FT OVERHANG IN EXPOSURE B, END ZONE FIGURE 403(15) ROOF TO MASONRY SIDEWALL CONNECTION BOLTED TOP PLATE ALTERNATE
68	SECTION 404 ABOVE-GRADE CONCRETE WALL SYSTEMS
69	TABLE 404 FLOOR LEDGER-WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTS
70	FIGURE 404(14) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL FIGURE 404(15) FLOOR LEDGER—WALL CONNECTION (SIDE-BEARING CONNECTION)
71	FIGURE 404(16) FLOOR LEDGER—WALL CONNECTION (LEDGE-BEARING CONNECTION) FIGURE 404(17) WOOD FLOOR LEDGER—WALL CONNECTION (THROUGH-BOLT SIDE-BEARING CONNECTION)
72	FIGURE 404(18) FLOOR LEDGER—WALL CONNECTION FIGURE 404(19) ROOF SILL PLATE—WALL CONNECTION
74	CHAPTER 5 BUILDINGS WITH WOOD OR COLD-FORMED STEEL LIGHT-FRAME EXTERIOR WALLS SECTION 501 SCOPE SECTION 502 GENERAL SECTION 503 LIGHT-FRAME CONSTRUCTION SECTION 504 FASTENERS AND CONNECTORS
75	TABLE 504.3(1) CORROSION RESISTANCE OF FASTENERS AND CONNECTORS
76	SECTION 505 FOOTINGS AND FOUNDATIONS
77	TABLE 505(1) MINIMUM FOUNDATION DIMENSIONS FIGURE 505(1) CONTINUOUS FOUNDATIONS FOR MULTIPLE RECTANGLES
78	TABLE 505(2) MINIMUM REQUIRED FOUNDATION WEIGHT PER FOOT
79	TABLE 505(2)—continued MINIMUM REQUIRED FOUNDATION WEIGHT PER FOOT
80	TABLE 505(2)—continued MINIMUM REQUIRED FOUNDATION WEIGHT PER FOOT TABLE 505(3) PROVIDED FOUNDATION WEIGHT PER FOOT
81	FIGURE 505(2) CONCRETE OR MASONRY STEM WALL FOUNDATION
82	FIGURE 505(3) STEM WALL FOUNDATION REINFORCEMENT FIGURE 505(4a) UPLIFT ANCHORAGE FOR WOOD LIGHT-FRAME
83	FIGURE 505(4b) ALTERNATE UPLIFT ANCHORAGE FOR WOOD LIGHT-FRAME FIGURE 505(4c) SHEAR WALL OVERTURNING ANCHORAGE FOR WOOD LIGHT-FRAME
84	FIGURE 505(5) SLAB-ON-GRADE FOOTING SECTION 506 SLAB-ON-GRADE FLOOR SYSTEMS SECTION 507 OPEN STRUCTURES
85	FIGURE 505(6a) UPLIFT ANCHORAGE FOR WOOD LIGHT-FRAME FIGURE 505(6b) ALTERNATE UPLIFT ANCHORAGE FOR WOOD LIGHT-FRAME
86	FIGURE 505(6c) SHEAR WALL OVERTURNING ANCHORAGE FOR WOOD LIGHT-FRAME FIGURE 505(7) STEM WALL FOUNDATION WITH SLAB-ON-GRADE
87	TABLE 507 MINIMUM REQUIRED UPLIFT CONNECTION CAPACITY AT INSET PORCHa FIGURE 507(1) PLAN WITH INSET AND CORNER PORCHES
88	FIGURE 507(2) SECTION A-A—INSET OR CORNER PORCH ROOF FRAMING DETAILS—PORCH ROOF IS NOT A CONTINUATION OF DWELLING ROOF FIGURE 507(3) SECTION A-A—INSET OR CORNER PORCH ROOF FRAMING DETAILS—PORCH IS AN EXTENSION OF DWELLING ROOF
89	FIGURE 507(4) SECTION A-A—INSET OR CORNER PORCH ROOF FRAMING DETAILS—PORCH ROOF IS VERTICALLY OFFSET LOWER THAN DWELLING ROOF
90	CHAPTER 6 COMBINED EXTERIOR WALL CONSTRUCTION SECTION 601 SCOPE SECTION 602 LIGHT-FRAME SECOND STORY ABOVE CONCRETE, MASONRY OR ICF FIRST STORY SECTION 603 LIGHT-FRAME GABLE ENDWALLS ABOVE CONCRETE, MASONRY OR ICF WALLS
92	CHAPTER 7 ROOF ASSEMBLIES SECTION 701 GENERAL SECTION 702 WEATHER PROTECTION TABLE 702(1) METAL FLASHING MATERIAL
93	TABLE 702(2) GRAVEL STOP AND DRIP EDGE FASTENER SPACING SECTION 703 MATERIALS SECTION 704 REQUIREMENTS FOR ROOF COVERINGS
96	TABLE 704(1) WOOD SHINGLE INSTALLATION TO DEVELOP A MAXIMUM 45 PSF OF WIND RESISTANCE TABLE 704(2) WOOD SHAKE INSTALLATION TO DEVELOP A MAXIMUM 90 PSF OF WIND RESISTANCE
98	CHAPTER 8 FENESTRATION SECTION 801 GENERAL SECTION 802 WINDOWS, UNIT SKYLIGHTS, GARAGE DOORS, SLIDING GLASS DOORS, GLASS PATIO DOORS AND ENTRY DOORS INSTALLED IN WALL/ROOF SYSTEMS
99	TABLE 802(1)a, b, c, d NOMINAL (ASD) DESIGN WIND LOADS FOR GARAGE DOORS SECTION 803 WINDBORNE DEBRIS
100	CHAPTER 9 EXTERIOR WALL COVERING, FLASHING AND SOFFIT SECTION 901 GENERAL SECTION 902 WALL COVERINGS
101	SECTION 903 FLASHING
102	SECTION 904 SOFFIT SECTION 905 DRAINED ASSEMBLY WALL VERTICALLY ABOVE MASS ASSEMBLY WALL FIGURE 905(1) FLASHING FOR DRAINED WALL ASSEMBLY VERTICALLY ABOVE MASS WALL ASSEMBLY
103	SECTION 906 FOAM PLASTIC INSULATING SHEATHING
104	CHAPTER 10 REFERENCED STANDARDS AAMA ACI AISI ASCE
105	ASME ASTM AWC
106	DASMA DOC FEMA Florida Codes
107	FMA FRSA ICC PCA
108	TMS TPI
110	APPENDIX A DESIGN LOAD ASSUMPTIONS SECTION A1 DESIGN CONCEPTS FIGURE A1 FOUNDATION ANALYSIS MODEL, GLOBAL OVERTURNING SECTION A2 FOUNDATION DESIGN ASSUMPTIONS
112	APPENDIX B FLOOD-RESISTANT FOUNDATIONS FOR RESIDENTIAL BUILDINGS WITH WOOD OR COLD-FORMED STEEL LIGHT-FRAME WALLS SECTION B1 FLOOD-RESISTANT FOUNDATIONS FIGURE B1 RANGE OF RECTANGULAR ELEMENT DIMENSIONS AND ROOF PITCHES
113	TABLE B1(1) MAXIMUM ULTIMATE DESIGN WIND SPEEDS FOR FEMA P-550 FOUNDATIONS SECTION B2 BUILDING CONNECTION TO FOUNDATION
114	FIGURE B2 GIRDER IDENTIFICATION
115	TABLE B2(1) PRIMARY GIRDER SPANS FOR ONE-STORY HOMES (beam supporting gravity loads and shear reactions from wind loads parallel to ridge)b, c, d, e, f, g, h TABLE B2(2) PRIMARY GIRDER SPANS FOR TWO-STORY HOMES (beam supporting gravity loads and shear reactions from wind loads parallel to ridge)a, b, c, d, e, f, g
116	TABLE B2(3) SECONDARY GIRDER SPANS FOR ONE-STORY HOMES (beam supporting endwall and shear reactions from wind loads parallel to ridge) TABLE B2(4) SECONDARY GIRDER SPANS FOR TWO-STORY HOMES (beam supporting endwall and shear reactions from wind loads parallel to ridge)
117	TABLE B2(5) CENTER GIRDER SPANS FOR TWO-STORY HOMES (beam supporting gravity loads from floor and interior walls only and no shear reactions) TABLE B2(6) CENTER GIRDER SPANS FOR TWO-STORY HOMES (beam supporting gravity loads from floor and interior walls only and no shear reactions)
118	FIGURE B3 PRIMARY BEAM AND SHEAR PANEL TIE-DOWN CONNECTION DETAIL FIGURE B4 SECONDARY BEAM AND SHEAR PANEL TIE-DOWN CONNECTION DETAIL
120	APPENDIX C ICC 600 DESIGN CHECKLIST
140	APPENDIX D DIMENSIONS OF STANDARDIZED NAILS TABLE D1.0 DIMENSIONS OF COMMONLY AVAILABLE ASTM F1667 NAILS
142	S.K. GHOSH ASSOCIATES LLC
143	PROCTORED REMOTE ONLINE TESTING OPTION (PRONTO)
144	ICC EVALUATION SERVICE
145	ICC DIGITAL CODES PREMIUM

Published By	Publication Date	Number of Pages
ICC	2020	145


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Standard Title	ICC 600-2020 Standard for Residential Construction in High Wind Regions
Published Code	ICC
Publication Date	2020
Pages Count	145

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