{"id":390578,"date":"2024-10-20T03:55:21","date_gmt":"2024-10-20T03:55:21","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/icc-600-2020-1stptg\/"},"modified":"2024-10-26T07:14:18","modified_gmt":"2024-10-26T07:14:18","slug":"icc-600-2020-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/icc\/icc-600-2020-1stptg\/","title":{"rendered":"ICC 600 2020 1stptg"},"content":{"rendered":"

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.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nICC 600-2020 STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH-WIND REGIONS <\/td>\n<\/tr>\n
2<\/td>\nICC 600-2020 STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH-WIND REGIONS TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nAMERICAN NATIONAL STANDARD <\/td>\n<\/tr>\n
6<\/td>\nFOREWORD <\/td>\n<\/tr>\n
10<\/td>\nPREFACE <\/td>\n<\/tr>\n
12<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
14<\/td>\nCHAPTER 1 ADMINISTRATION AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
15<\/td>\nTABLE 102 BUILDING GEOMETRY LIMITATIONS <\/td>\n<\/tr>\n
16<\/td>\nFIGURE 102(1) ONE-STORY BUILDING GEOMETRY
FIGURE 102(2) TWO-STORY BUILDING GEOMETRY <\/td>\n<\/tr>\n
17<\/td>\nFIGURE 102(3) THREE-STORY BUILDING GEOMETRY <\/td>\n<\/tr>\n
18<\/td>\nCHAPTER 2 DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS
FIGURE 202(1) BUILDING NOMENCLATURE <\/td>\n<\/tr>\n
20<\/td>\nCHAPTER 3 STRUCTURAL DESIGN
SECTION 301 DESIGN CRITERIA <\/td>\n<\/tr>\n
21<\/td>\nSECTION 302 NONRECTANGULAR BUILDINGS
SECTION 303 STORM SHELTERS <\/td>\n<\/tr>\n
22<\/td>\nFIGURE 301(1) ULTIMATE DESIGN WIND SPEEDS <\/td>\n<\/tr>\n
23<\/td>\nFIGURE 301(2) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
24<\/td>\nTABLE 301(1) COMPONENT AND CLADDING WIND LOADS (ASD)\u2014GABLE ROOFS <\/td>\n<\/tr>\n
25<\/td>\nTABLE 301(1)\u2014continued COMPONENT AND CLADDING WIND LOADS (ASD)\u2014GABLE ROOFS
TABLE 301(2) COMPONENT AND CLADDING WIND LOADS (ASD)\u2014HIP ROOFS <\/td>\n<\/tr>\n
26<\/td>\nTABLE 301(2)\u2014continued COMPONENT AND CLADDING WIND LOADS (ASD)\u2014HIP ROOFS
TABLE 301(3) HEIGHT AND EXPOSURE CATEGORY ADJUSTMENT COEFFICIENTS FOR TABLE 301(1) <\/td>\n<\/tr>\n
27<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
28<\/td>\nCHAPTER 4 BUILDINGS WITH CONCRETE OR MASONRY EXTERIOR WALLS
SECTION 401 SCOPE
SECTION 402 GENERAL
FIGURE 402(1) CONTINUITY OF FOOTING AND FOUNDATION WALL REINFORCEMENT <\/td>\n<\/tr>\n
29<\/td>\nFIGURE 402(2) STEM WALL FOUNATION WITH SLAB-ON-GRADE <\/td>\n<\/tr>\n
30<\/td>\nFIGURE 402(3) STEM WALL FOUNDATION WITH WOOD-FRAMED FLOOR
FIGURE 402(4) MONOLITHIC SLAB-ON-GRADE FOUNDATION <\/td>\n<\/tr>\n
31<\/td>\nSECTION 403 MASONRY
TABLE 403(1) MINIMUM REINFORCEMENT SPLICE LENGTH (inches)
FIGURE 403(1) LAP SPLICE A CONFIGURATION <\/td>\n<\/tr>\n
32<\/td>\nFIGURE 403(2) LAP SPLICE B CONFIGURATION <\/td>\n<\/tr>\n
33<\/td>\nFIGURE 403(3) CORNER CONTINUITY OF BOND BEAM AND WALL REINFORCEMENT
FIGURE 403(4) EXTERIOR WALL REINFORCEMENT SUMMARY ONE-STORY (TWO- AND THREE-STORY SIMILAR) <\/td>\n<\/tr>\n
34<\/td>\nFIGURE 403(5) CONTINUITY OF VERTICAL REINFORCEMENT \u2013 SINGLE STORY
FIGURE 403(6) CONTINUITY OF VERTICAL REINFORCEMENT \u2013 MULTISTORY <\/td>\n<\/tr>\n
35<\/td>\nFIGURE 403(7) SHEAR SEGMENTS <\/td>\n<\/tr>\n
36<\/td>\nTABLE 403(2) WALL REINFORCING REQUIREMENTS\u2014NO. 4 REINFORCING BARS <\/td>\n<\/tr>\n
37<\/td>\nTABLE 403(2)\u2014continued WALL REINFORCING REQUIREMENTS\u2014NO. 4 REINFORCING BARS1 <\/td>\n<\/tr>\n
38<\/td>\nTABLE 403(3) REQUIRED SHEAR SEGMENT LENGTH PARALLEL TO THE RIDGE EXPOSURE B, NO. 4 REINFORCING BARS (feet) <\/td>\n<\/tr>\n
39<\/td>\nTABLE 403(4) REQUIRED SHEAR SEGMENT LENGTH PERPENDICULAR TO THE RIDGE EXPOSURE B, NO. 4 REINFORCING BARS (feet) <\/td>\n<\/tr>\n
40<\/td>\nTABLE 403(5) WALL REINFORCING REQUIREMENTS\u2014NO. 5 REINFORCING BARS <\/td>\n<\/tr>\n
41<\/td>\nTABLE 403(5) CONTINUED WALL REINFORCING REQUIREMENTS\u2014NO. 5 REINFORCING BARS <\/td>\n<\/tr>\n
42<\/td>\nTABLE 403(5) CONTINUED WALL REINFORCING REQUIREMENTS\u2014NO. 5 REINFORCING BARS <\/td>\n<\/tr>\n
43<\/td>\nTABLE 403(6) REQUIRED SHEAR SEGMENT LENGTH PARALLEL TO THE RIDGE, EXPOSURE B, NO. 5 REINFORCING BARS (feet) <\/td>\n<\/tr>\n
44<\/td>\nTABLE 403(7) REQUIRED SHEAR SEGMENT LENGTH PERPENDICULAR TO THE RIDGE, EXPOSURE B, NO. 5 REINFORCING BARS (feet) <\/td>\n<\/tr>\n
46<\/td>\nTABLE 403(8) CONTINUOUS MASONRY GABLES MAXIMUM SPACING OF VERTICAL REINFORCEMENT FOR NO. 4 BARS (feet) <\/td>\n<\/tr>\n
47<\/td>\nTABLE 403(9) CONTINUOUS MASONRY GABLES MAXIMUM SPACING OF VERTICAL REINFORCEMENT FOR NO. 5 BARS (feet) <\/td>\n<\/tr>\n
48<\/td>\nTABLE 403(9)\u2014continued CONTINUOUS MASONRY GABLES MAXIMUM SPACING OF VERTICAL REINFORCEMENT FOR NO. 5 BARS (feet) <\/td>\n<\/tr>\n
49<\/td>\nFIGURE 403(8) CONTINUOUS GABLE ENDWALL REINFORCEMENT SINGLE AND MULTISTORY <\/td>\n<\/tr>\n
51<\/td>\nFIGURE 403(9) INTERIOR SHEAR WALL TO ROOF CONNECTION
FIGURE 403(10) WOOD FLOOR SYSTEM BOLTED LEDGER <\/td>\n<\/tr>\n
52<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
53<\/td>\nTABLE 403(12b) FLOOR WOOD LEDGER ANCHOR MAXIMUM BOLT SPACING TOP ROW OF BOLTS, ENDWALLS <\/td>\n<\/tr>\n
54<\/td>\nTABLE 403(13) FLOOR WOOD LEDGER ANCHOR BOLT MAXIMUM SPACING BOTTOM ROW OF BOLTS ALL WALLS
TABLE 403(14) MASONRY BEAM DESIGN (ARCHING CONDITION) <\/td>\n<\/tr>\n
55<\/td>\nTABLE 403(15) MASONRY BEAM DESIGN (ROOF LOAD ONLY)
TABLE 403(16) MASONRY BEAM DESIGN (ROOF LOAD + ONE-STORY LOAD) <\/td>\n<\/tr>\n
56<\/td>\nTABLE 403(17) MASONRY BEAM DESIGN
TABLE 403(18) MASONRY BEAM DESIGN <\/td>\n<\/tr>\n
57<\/td>\nTABLE 403(19) MASONRY BEAM DESIGN
TABLE 403(20) AREA OF REINFORCEMENT
TABLE 403(21) UNIFORM STRENGTH LEVEL DESIGN LOADS\u2014ARCHING CONDITION <\/td>\n<\/tr>\n
58<\/td>\nTABLE 403(22) UNIFORM STRENGTH LEVEL DESIGN LOADS
FIGURE 403(11) OUTLOOKER DETAIL FOR CONNECTION OF ROOF DIAPHRAGM TO MASONRY CONTINUOUS GABLE <\/td>\n<\/tr>\n
59<\/td>\nTABLE 403(23a) MAXIMUM WIDTH OF RAKE OVERHANG
TABLE 403(23b) UPLIFT CONNECTOR STRENGTH LEVEL LOAD AT END WALLS <\/td>\n<\/tr>\n
60<\/td>\nTABLE 403(23c) EXPOSURE B CONNECTOR STRENGTH LEVEL LOAD PARALLEL TO THE WALL (F8) AT ENDWALLS <\/td>\n<\/tr>\n
61<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
62<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
63<\/td>\nTABLE 403(24) SPACING OF A 1\/2-INCH ANCHOR BOLT FOR ATTACHING 2X NAILER TO RAKE BEAM <\/td>\n<\/tr>\n
64<\/td>\nTABLE 403(25) STRENGTH LEVEL ROOF CONNECTOR LOADS PARALLEL TO THE WALL
TABLE 403(26) STRENGTH LEVEL ROOF CONNECTOR LOADS PERPENDICULAR TO THE WALL <\/td>\n<\/tr>\n
65<\/td>\nTABLE 403(27) STRENGTH LEVEL ROOF UPLIFT CONNECTOR LOAD (F3) IN EXPOSURE B <\/td>\n<\/tr>\n
66<\/td>\nTABLE 403(27)\u2014continued STRENGTH LEVEL ROOF UPLIFT CONNECTOR LOAD (F3) IN EXPOSURE B
FIGURE 403(14) ROOF TO MASONRY SIDEWALL CONNECTION DIRECT TO BOND BEAM <\/td>\n<\/tr>\n
67<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
68<\/td>\nSECTION 404 ABOVE-GRADE CONCRETE WALL SYSTEMS <\/td>\n<\/tr>\n
69<\/td>\nTABLE 404 FLOOR LEDGER-WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTS <\/td>\n<\/tr>\n
70<\/td>\nFIGURE 404(14) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL
FIGURE 404(15) FLOOR LEDGER\u2014WALL CONNECTION (SIDE-BEARING CONNECTION) <\/td>\n<\/tr>\n
71<\/td>\nFIGURE 404(16) FLOOR LEDGER\u2014WALL CONNECTION (LEDGE-BEARING CONNECTION)
FIGURE 404(17) WOOD FLOOR LEDGER\u2014WALL CONNECTION (THROUGH-BOLT SIDE-BEARING CONNECTION) <\/td>\n<\/tr>\n
72<\/td>\nFIGURE 404(18) FLOOR LEDGER\u2014WALL CONNECTION
FIGURE 404(19) ROOF SILL PLATE\u2014WALL CONNECTION <\/td>\n<\/tr>\n
74<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
75<\/td>\nTABLE 504.3(1) CORROSION RESISTANCE OF FASTENERS AND CONNECTORS <\/td>\n<\/tr>\n
76<\/td>\nSECTION 505 FOOTINGS AND FOUNDATIONS <\/td>\n<\/tr>\n
77<\/td>\nTABLE 505(1) MINIMUM FOUNDATION DIMENSIONS
FIGURE 505(1) CONTINUOUS FOUNDATIONS FOR MULTIPLE RECTANGLES <\/td>\n<\/tr>\n
78<\/td>\nTABLE 505(2) MINIMUM REQUIRED FOUNDATION WEIGHT PER FOOT <\/td>\n<\/tr>\n
79<\/td>\nTABLE 505(2)\u2014continued MINIMUM REQUIRED FOUNDATION WEIGHT PER FOOT <\/td>\n<\/tr>\n
80<\/td>\nTABLE 505(2)\u2014continued MINIMUM REQUIRED FOUNDATION WEIGHT PER FOOT
TABLE 505(3) PROVIDED FOUNDATION WEIGHT PER FOOT <\/td>\n<\/tr>\n
81<\/td>\nFIGURE 505(2) CONCRETE OR MASONRY STEM WALL FOUNDATION <\/td>\n<\/tr>\n
82<\/td>\nFIGURE 505(3) STEM WALL FOUNDATION REINFORCEMENT
FIGURE 505(4a) UPLIFT ANCHORAGE FOR WOOD LIGHT-FRAME <\/td>\n<\/tr>\n
83<\/td>\nFIGURE 505(4b) ALTERNATE UPLIFT ANCHORAGE FOR WOOD LIGHT-FRAME
FIGURE 505(4c) SHEAR WALL OVERTURNING ANCHORAGE FOR WOOD LIGHT-FRAME <\/td>\n<\/tr>\n
84<\/td>\nFIGURE 505(5) SLAB-ON-GRADE FOOTING
SECTION 506 SLAB-ON-GRADE FLOOR SYSTEMS
SECTION 507 OPEN STRUCTURES <\/td>\n<\/tr>\n
85<\/td>\nFIGURE 505(6a) UPLIFT ANCHORAGE FOR WOOD LIGHT-FRAME
FIGURE 505(6b) ALTERNATE UPLIFT ANCHORAGE FOR WOOD LIGHT-FRAME <\/td>\n<\/tr>\n
86<\/td>\nFIGURE 505(6c) SHEAR WALL OVERTURNING ANCHORAGE FOR WOOD LIGHT-FRAME
FIGURE 505(7) STEM WALL FOUNDATION WITH SLAB-ON-GRADE <\/td>\n<\/tr>\n
87<\/td>\nTABLE 507 MINIMUM REQUIRED UPLIFT CONNECTION CAPACITY AT INSET PORCHa
FIGURE 507(1) PLAN WITH INSET AND CORNER PORCHES <\/td>\n<\/tr>\n
88<\/td>\nFIGURE 507(2) SECTION A-A\u2014INSET OR CORNER PORCH ROOF FRAMING DETAILS\u2014PORCH ROOF IS NOT A CONTINUATION OF DWELLING ROOF
FIGURE 507(3) SECTION A-A\u2014INSET OR CORNER PORCH ROOF FRAMING DETAILS\u2014PORCH IS AN EXTENSION OF DWELLING ROOF <\/td>\n<\/tr>\n
89<\/td>\nFIGURE 507(4) SECTION A-A\u2014INSET OR CORNER PORCH ROOF FRAMING DETAILS\u2014PORCH ROOF IS VERTICALLY OFFSET LOWER THAN DWELLING ROOF <\/td>\n<\/tr>\n
90<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
92<\/td>\nCHAPTER 7 ROOF ASSEMBLIES
SECTION 701 GENERAL
SECTION 702 WEATHER PROTECTION
TABLE 702(1) METAL FLASHING MATERIAL <\/td>\n<\/tr>\n
93<\/td>\nTABLE 702(2) GRAVEL STOP AND DRIP EDGE FASTENER SPACING
SECTION 703 MATERIALS
SECTION 704 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
96<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
98<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
99<\/td>\nTABLE 802(1)a, b, c, d NOMINAL (ASD) DESIGN WIND LOADS FOR GARAGE DOORS
SECTION 803 WINDBORNE DEBRIS <\/td>\n<\/tr>\n
100<\/td>\nCHAPTER 9 EXTERIOR WALL COVERING, FLASHING AND SOFFIT
SECTION 901 GENERAL
SECTION 902 WALL COVERINGS <\/td>\n<\/tr>\n
101<\/td>\nSECTION 903 FLASHING <\/td>\n<\/tr>\n
102<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
103<\/td>\nSECTION 906 FOAM PLASTIC INSULATING SHEATHING <\/td>\n<\/tr>\n
104<\/td>\nCHAPTER 10 REFERENCED STANDARDS
AAMA
ACI
AISI
ASCE <\/td>\n<\/tr>\n
105<\/td>\nASME
ASTM
AWC <\/td>\n<\/tr>\n
106<\/td>\nDASMA
DOC
FEMA
Florida Codes <\/td>\n<\/tr>\n
107<\/td>\nFMA
FRSA
ICC
PCA <\/td>\n<\/tr>\n
108<\/td>\nTMS
TPI <\/td>\n<\/tr>\n
110<\/td>\nAPPENDIX A DESIGN LOAD ASSUMPTIONS
SECTION A1 DESIGN CONCEPTS
FIGURE A1 FOUNDATION ANALYSIS MODEL, GLOBAL OVERTURNING
SECTION A2 FOUNDATION DESIGN ASSUMPTIONS <\/td>\n<\/tr>\n
112<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
113<\/td>\nTABLE B1(1) MAXIMUM ULTIMATE DESIGN WIND SPEEDS FOR FEMA P-550 FOUNDATIONS
SECTION B2 BUILDING CONNECTION TO FOUNDATION <\/td>\n<\/tr>\n
114<\/td>\nFIGURE B2 GIRDER IDENTIFICATION <\/td>\n<\/tr>\n
115<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
116<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
117<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
118<\/td>\nFIGURE B3 PRIMARY BEAM AND SHEAR PANEL TIE-DOWN CONNECTION DETAIL
FIGURE B4 SECONDARY BEAM AND SHEAR PANEL TIE-DOWN CONNECTION DETAIL <\/td>\n<\/tr>\n
120<\/td>\nAPPENDIX C ICC 600 DESIGN CHECKLIST <\/td>\n<\/tr>\n
140<\/td>\nAPPENDIX D DIMENSIONS OF STANDARDIZED NAILS
TABLE D1.0 DIMENSIONS OF COMMONLY AVAILABLE ASTM F1667 NAILS <\/td>\n<\/tr>\n
142<\/td>\nS.K. GHOSH ASSOCIATES LLC <\/td>\n<\/tr>\n
143<\/td>\nPROCTORED REMOTE ONLINE TESTING OPTION (PRONTO) <\/td>\n<\/tr>\n
144<\/td>\nICC EVALUATION SERVICE <\/td>\n<\/tr>\n
145<\/td>\nICC DIGITAL CODES PREMIUM <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ICC 600-2020 Standard for Residential Construction in High Wind Regions<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ICC<\/b><\/a><\/td>\n2020<\/td>\n145<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":390586,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2670],"product_tag":[],"class_list":{"0":"post-390578","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-icc","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\/390578","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\/390586"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=390578"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=390578"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=390578"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}