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FL FloridaBuildingCode Residential 5thEdition 2014

FL FloridaBuildingCode Residential 5thEdition 2014

$66.63

Florida Building Code – Residential, 5th edition

Published By Publication Date Number of Pages
FL 2014 793
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This is a fully integrated code based on the 2012 IRC. 2014 Florida Building Code Administrative Chapter 1 is included. Chapter tabs are also included.

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PDF Pages PDF Title
1 FLORIDA BUILDING CODE FIFTH EDITION (2014) RESIDENTIAL
2 FLORIDA BUILDING CODE FIFTH EDITION (2014) RESIDENTIAL TITLE PAGE
3 COPYRIGHT
4 PREFACE
8 TABLE OF CONTENTS
16 PART I – ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
PART I—SCOPE AND APPLICATION
SECTION R101 GENERAL
SECTION R102 APPLICABILITY RESERVED
PART II—ADMINISTRATION AND ENFORCEMENT
SECTION R103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL RESERVED
SECTION R105 PERMITS RESERVED
SECTION R106 CONSTRUCTION DOCUMENTS RESERVED
SECTION R107 TEMPORARY STRUCTURES AND USES RESERVED
SECTION R108 FEES RESERVED
SECTION R109 INSPECTIONS RESERVED
SECTION R110 CERTIFICATE OF OCCUPANCY RESERVED
SECTION R111 SERVICE UTILITIES RESERVED
SECTION R112 BOARD OF APPEALS RESERVED
17 SECTION R113 VIOLATIONS RESERVED
SECTION R114 STOP WORK ORDER RESERVED
18 PART II – DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS
34 PART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
35 TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
36 TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B
37 TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
TABLE R301.2(4) NOMINAL (ASD) GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)
38 FIGURE R301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F)
39 FIGURE R301.2(2) SEISMIC DESIGN CATEGORIES—SITE CLASS D
40 FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
41 FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
42 FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
43 FIGURE R301.2(2)—continued SEISMIC DESIGN CATEGORIES—SITE CLASS D
44 FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE
45 FIGURE R301.2(4) ULTIMATE DESIGN WIND SPEEDS Vult
46 FIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
47 FIGURE R301.2(5)—continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb/ft2)
48 FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
49 FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
TABLE R301.2.1.3 WIND SPEED CONVERSIONS
50 TABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT
51 TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT
FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION
54 TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa
57 TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
58 SECTION R302 FIRE-RESISTANT CONSTRUCTION
TABLE R302.1(1) EXTERIOR WALLS
TABLE R302.1(2) EXTERIOR WALLS—DWELLINGS WITH FIRE SPRINKLERS
61 TABLE R302.6 DWELLING/GARAGE SEPARATION
62 SECTION R303 LIGHT, VENTILATION AND HEATING
64 SECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING
65 FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
66 TABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
68 SECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
69 SECTION R311 MEANS OF EGRESS
72 SECTION R312 GUARDS AND WINDOW FALL PROTECTION
73 SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS RESERVED
SECTION R314 SMOKE ALARMS
SECTION R315 CARBON MONOXIDE ALARMS
74 SECTION R316 FOAM PLASTIC
76 SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY
77 SECTION R318 PROTECTION AGAINST TERMITES
79 SECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION
82 SECTION R323 STORM SHELTERS
83 SECTION R324 AIRPORT NOISE
84 CHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS
85 TABLE R401.1 FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE B (plf)5, 6
86 TABLE R401.1—continued FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE C (plf)5, 6
87 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS
88 FIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
89 FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS
90 FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS
91 FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS
92 FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS
93 FIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
94 FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
95 FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
96 TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a
FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS
97 TABLE R403.1.2 FOUNDATION UPLIFT DESIGN DETAILS
98 FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
100 FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS
TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
101 FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
102 TABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
103 TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
104 TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
105 TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
106 TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY
107 FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
108 FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches)
109 FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING
110 TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
111 TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES
112 TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES
113 TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES
114 SECTION R404 FOUNDATION AND RETAINING WALLS
TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS
115 TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
116 TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
117 TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
118 TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
119 TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
120 TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
121 TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS
122 TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
124 FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
126 TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
127 TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
128 SECTION R405 FOUNDATION DRAINAGE
129 SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
130 SECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE
132 CHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING
134 FIGURE R502.1.11 [IRC R502.8] CUTTING, NOTCHING AND DRILLING
135 SECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
136 TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
137 SECTION R505 STEEL FLOOR FRAMING RESERVED
SECTION R506 CONCRETE FLOORS (ON GROUND)
SECTION R507 DECKS
138 TABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER ANDA 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf)
TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
139 FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
140 FIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS
142 CHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING
143 FIGURE R602.2.3(1) [IRC FIGURE R602.6(1)] NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
144 FIGURE R602.2.3(2) [IRC FIGURE R602.6(2)] NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
145 FIGURE R602.2.3.1 [IRC FIGURE R602.6.1] TOP PLATE FRAMING TO ACCOMMODATE PIPING
147 SECTION R603 STEEL WALL FRAMING RESERVED
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION
149 TABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES
151 TABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE 606.13.2 LAP SPLICE LENGTHS
152 TABLE R606.15.1 MINIMUM CORROSION PROTECTION
153 FIGURE R606.13.9A CONTINUITY OF REINFORCEMENT, ONE-STORY MASONRY WALL
FIGURE R606.13.9B CONTINUITY OF FIRST- AND SECOND-FLOOR VERTICAL WALL REINFORCEMENT
154 SECTION R607 UNIT MASONRY
TABLE R607.1 MORTAR PROPORTIONS
155 SECTION R608 MULTIPLE-WYTHE MASONRY
156 SECTION R609 GROUTED MASONRY
TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
157 FIGURE R609.2.4 CORNER CONTINUITY OF BOND BEAM AND WALL REINFORCEMENT
158 FIGURE R609.2.5 CHANGES IN BOND BEAM HEIGHT
TABLE R609.4.4 ANCHOR BOLT SPACING FOR ATTACHING 2 × 4 MINIMUM WOOD NAILER TO RAKE BEAM
159 TABLE R609.2.2A-1 GRADE 60 EXPOSURE BROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
160 TABLE R609.2.2A-2 GRADE 60 ROOF EXPOSURE CROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
161 TABLE R609.2.2A-3 GRADE 40 EXPOSURE BROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN
162 TABLE R609.2.2A-4 GRADE 40 EXPOSURE CROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
163 TABLE R609.2.2B-1 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
164 TABLE R609.2.2B-2 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
165 TABLE R609.2.2B-3 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
166 TABLE R609.2.2B-4 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
167 TABLE R609.2.2B-5 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
168 TABLE R609.2.2B-6 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
169 TABLE R609.2.2B-7 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
170 TABLE R609.2.2B-8 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
TABLE R609.2.2C BOND BEAM AREA OF STEEL PROVIDED IN2/FT
171 TABLE R609.3.3A-1 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS (5/8 IN.)
172 TABLE R609.3.3A-2 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS (1/2 IN.)
173 TABLE R609.3.3A-3 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS
174 TABLE R609.3.3A-4 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS (1/2 IN.)
175 TABLE R609.3.3B-1 GRADE 60 MAXIMUM SPACING OF NO. 5 (5/8 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET
176 TABLE R609.3.3B-2 GRADE 60 MAXIMUM SPACING OF NO. 4 (1/2 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET
177 TABLE R609.3.3B-3 GRADE 40 MAXIMUM SPACING OF NO. 5 (5/8 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET
178 TABLE R609.3.3 B-4 GRADE 40 MAXIMUM SPACING OF NO. 4 (1/2 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE OR MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET
179 TABLE R609.4A WOOD GABLE BRACE NAILING
TABLE R609.4B WOOD GABLE STUD CONNECTOR LOADS
180 FIGURE R609.4 GABLE END BRACING FOR MASONRY WALLS NOT CONTINUOUS TO THE ROOF DIAPHRAGM
181 FIGURE R609.4.1 CONTINUOUS GABLE ENDWALL REINFORCEMENT ONE AND MULTISTORY
182 FIGURE R609.4.5 GABLE OVERHANG
183 TABLE R609.5.1A GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE ≤ 23°
184 TABLE R609.5.1B GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT 1,2,3,5 ROOF ANGLE 30
185 TABLE R609.5.1C GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE 45°
186 TABLE R609.5.1D GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 23°
187 TABLE R609.5.1E GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 30°
188 TABLE R609.5.1F GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 45°
189 TABLE R609.5.1G GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.4 REINFORCEMENT 1,2,3,5 ROOF ANGLE ≤ 23°
190 TABLE R609.5.1H GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.5 REINFORCEMENT1,2,3,6 ROOF ANGLE ≤ 23°
191 TABLE R609.5.1I GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.4 REINFORCEMENT1,2,3,5 ROOF ANGLE 30°
192 TABLE R609.5.1J GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.5 REINFORCEMENT 1,2,3,6 ROOF ANGLE 30°
193 TABLE R609.5.1K GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.4 REINFORCEMENT 1,2,3,5 ROOF ANGLE 45°
194 TABLE R609.5.1L GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.5 REINFORCEMENT 1,2,3,6 ROOF ANGLE 45°
195 TABLE R609.5.1M GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,5 ROOF ANGLE ≤ 23°
196 TABLE R609.5.1N GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.5 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,6 ROOF ANGLE ≤ 23°
197 TABLE R609.5.1O GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 30°
198 TABLE R609.5.1P GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.5 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,6 ROOF ANGLE 30°
199 TABLE R609.5.1Q GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,5 ROOF ANGLE 45°
200 TABLE R609.5.1R GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.5 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,6 ROOF ANGLE 45°
201 TABLE R609.5.3A TOTAL SHEAR AT TOP OF TOP STORY WALL 1,2
202 TABLE R609.5.3B TRANSVERSE CONNECTOR LOAD (F2)1,2
FIGURE R609.5.3 TYPICAL ROOF TO WALL CONNECTIONS
203 TABLE R609.5.4 END WALL ROOF SHEAR PER FOOT OF BUILDING LENGTH
204 TABLE R609.6.1.2(1) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY OF 6-INCH OR 8-INCH-THICK PREENGINEERED ASSEMBLIES SPANNING OPENINGS OF ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS1,3,4
205 TABLE R609.6.1.2(2) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY 8-INCH-THICK PREENGINEERED ASSEMBLIES SPANNING OPENINGS OF BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—WOOD FLOOR SYSTEM 3,4,5
206 TABLE R609.6.1.2(3) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY 8-INCH-THICK PREENGINEERED ASSEMBLIES SPANNING OPENINGS OF BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—HOLLOWCORE FLOOR SYSTEM 3,4,5
207 TABLE R609.6.2.1(1) MAXIMUM CLEAR SPAN CAPACITY OF CONTINUOUS BOND BEAMS ACTING AS LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS
208 TABLE R609.6.2.1(2) MAXIMUM CLEAR SPAN OF CONTINUOUS BOND BEAMS ACTING AS LINTELS BOTTOM STORY OFTWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—WOOD FLOOR SYSTEM
209 TABLE R609.6.2.1(3) MAXIMUM CLEAR SPAN OF CONTINUOUS BOND BEAMS ACTING LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—HOLLOWCORE SECOND FLOOR
210 FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
211 TABLE R609.6.3.2(1) COMBINED BOND BEAM/LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS
212 TABLE R609.6.3.2(2) COMBINED BOND BEAM/LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—WOOD FLOOR SYSTEM
213 TABLE R609.6.3.2(3) COMBINED BOND BEAM/LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—HOLLOWCORE FLOOR SYSTEM
214 SECTION R610 GLASS UNIT MASONRY
215 SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION
TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b
216 FIGURE R611.3(1) FLAT WALL SYSTEM
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
217 TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
218 FIGURE R611.5.4(1) LAP SPLICES
219 FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS
220 TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEELa, b, c
221 FIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE
FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY
222 FIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY
FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
223 TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e
224 TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e
225 TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e
226 TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l
227 TABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g
228 TABLE R611.7(1A)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORYa, c, d, e, f, g
229 TABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g
230 TABLE R611.7(1B)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORYa, c, d, e, f, g
231 TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
232 TABLE R611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g
233 FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH
234 FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
235 TABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
236 TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b
237 TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,
238 EQUATION R6-1
EQUATION R6-2
240 FIGURE R611.8(1) REINFORCEMENT OF OPENINGS
241 FIGURE R611.8(2) LINTEL FOR FLAT WALLS
FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS
242 FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS
243 TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d
245 TABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
246 TABLE R611.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
247 TABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
248 TABLE R611.8(3)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
249 TABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
250 TABLE R611.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d
251 TABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
252 TABLE R611.8(5)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
253 TABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
254 TABLE R611.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
255 TABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
256 TABLE R611.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
257 TABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
258 TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h
259 TABLE R611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h
TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD BEARING WALLSc, d, e, f, g
260 FIGURE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
261 TABLE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR a, b, c
262 FIGURE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
263 TABLE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b
264 FIGURE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
265 TABLE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR a, b, c, d, e
266 FIGURE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
267 TABLE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
268 FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
269 TABLE R611.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d
270 FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
271 TABLE R611.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d
272 FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
273 TABLE R611.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR a, b, c, d, e
274 FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
275 TABLE R611.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
276 FIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
277 TABLE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
278 FIGURE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL
279 TABLE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
280 FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
281 TABLE R611.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e
282 FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
283 TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e
284 FIGURE R612.7.2(1) THROUGH THE FRAME
FIGURE R612.7.2(2) FRAME CLIP
FIGURE R612.7.2(3) THROUGH THE FRAME
FIGURE R612.7.2(4) FRAME CLIP
285 FIGURE R612.7.2(5) THROUGH THE FLANGE
FIGURE R612.7.2(6) THROUGH THE FLANGE
FIGURE R612.7.2(7) FRAME CLIP
FIGURE R612.7.2(8) THROUGH THE FLANGE
286 SECTION R612 EXTERIOR WINDOWS AND DOORS
287 TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
TABLE R613.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS
288 SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
289 FIGURE R613.4 SIP WALL PANEL
290 TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY
291 TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF
292 FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
293 FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R613.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
294 FIGURE R613.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only)
FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION
295 FIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS
296 FIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 11 7/8-INCH-DEEP SIP HEADERS (feet)a
297 SECTION R614 COMBINED CONCRETE, MASONRY, OR ICF AND WOOD EXTERIOR WALL CONSTRUCTION
FIGURE R614.3(1) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL CONNECTION FOR GYPSUM BOARD CEILING DIAPHRAGM
298 FIGURE R614.3(2) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL FOR GYPSUM BOARD CEILING DIAPHRAGM
SECTION R615 IMPACT-RESISTANT COVERINGS
300 CHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER
301 TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
302 TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
303 TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
304 TABLE R702.7.1 CLASS III VAPOR RETARDERS
SECTION R703 EXTERIOR COVERING
306 TABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
307 TABLE R703.4—continued WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
308 TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
309 FIGURE R703.7 MASONRY VENEER WALL DETAILS
310 FIGURE R703.7—continued MASONRY VENEER WALL DETAILS
311 TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2
312 FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
313 FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d
TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
314 TABLE R703.7.4 TIE ATTACHMENT AND AIR SPACE REQUIREMENTS
FIGURE R703.7.3.2 MASONRY VENEER OPENING
318 CHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING
321 SECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
322 FIGURE R802.1.8.1.1 [IRC 802.7.1.1] RAFTER NOTCH
FIGURE R802.1.8.1.2 [IRC R.802.7.1.2] CEILING JOIST TAPER CUT
323 FIGURE R803.2.3.1 ROOF SHEATHING NAILING ZONES
SECTION R804 STEEL ROOF FRAMING RESERVED
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION
324 TABLE R806.5 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS
326 CHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
TABLE R903.2.1 METAL FLASHING MATERIAL
327 SECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
328 TABLE R905.2.6.1 WIND RESISTANCE OF ASPHALT SHINGLES
331 TABLE 905.4.4 METAL ROOF COVERINGS
332 TABLE R905.6.5 SLATE SHINGLE HEADLAP
333 TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE AND SHAKE INSTALLATION
334 TABLE R905.7.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
335 TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
336 TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
338 TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
339 SECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING
340 TABLE R907.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
342 TABLE R907.8.1 REQUIRED UPLIFT CAPACITIES FOR ROOF-TO-WALL CONNECTIONSa, b (POUNDS PER LINEAR FOOT)
344 CHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES
345 TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
346 FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
347 FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS
348 SECTION R1003 MASONRY CHIMNEYS
350 TABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
351 FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
352 TABLE R1003.20 CRICKET DIMENSIONS
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET
SECTION R1004 FACTORY-BUILT FIREPLACES
353 SECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY
354 PART IV – ENERGY CONSERVATION
CHAPTER 11 [RE] ENERGY EFFICIENCY
SECTION N1101 GENERAL
356 PART V – MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS
358 CHAPTER 13 GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1301 GENERAL
SECTION M1302 APPROVAL
SECTION M1303 LABELING OF APPLIANCES
SECTION M1304 TYPE OF FUEL
SECTION M1305 APPLIANCE ACCESS
359 SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
360 SECTION M1307 APPLIANCE INSTALLATION
361 TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
362 FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
363 SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
364 CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES
SECTION M1401 GENERAL
SECTION M1402 CENTRAL FURNACES
SECTION M1403 HEAT PUMP EQUIPMENT
SECTION M1404 REFRIGERATION COOLING EQUIPMENT
SECTION M1405 BASEBOARD CONVECTORS
SECTION M1406 RADIANT HEATING SYSTEMS
365 SECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES
366 SECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT
367 SECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION M1414 FIREPLACE STOVES
368 SECTION M1415 MASONRY HEATERS
370 CHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
371 SECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS
SECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS
372 SECTION M1507 MECHANICAL VENTILATION
TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b
TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
374 CHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION
TABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS
TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING
376 SECTION M1602 RETURN AIR
378 CHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL
380 CHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS
381 SECTION M1803 CHIMNEY AND VENT CONNECTORS
TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALSa
382 SECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
384 CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS
SECTION M1901 RANGES AND OVENS
SECTION M1902 SAUNA HEATERS
SECTION M1903 STATIONARY FUEL CELL POWER PLANTS
SECTION M1904 GASEOUS HYDROGEN SYSTEMS
386 CHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS
TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
387 SECTION M2004 WATER HEATERS USED FOR SPACE HEATING
SECTION M2005 WATER HEATERS
SECTION M2006 POOL HEATERS
388 CHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
TABLE M2101.9 HANGER SPACING INTERVALS
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS
389 TABLE M2101.1 HYDRONIC PIPING MATERIALS
390 SECTION M2104 LOW TEMPERATURE PIPING
SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING
392 CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION M2201 OIL TANKS
SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
SECTION M2203 INSTALLATION
393 SECTION M2204 OIL PUMPS AND VALVES
394 CHAPTER 23 SOLAR ENERGY SYSTEMS
SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS
SECTION M2302 PHOTOVOLTAIC SOLAR ENERGY SYSTEMS
396 PART VI – FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 (201) GENERAL
SECTION G2403 (202) GENERAL DEFINITIONS
402 SECTION G2404 (301) GENERAL
403 SECTION G2405 (302) STRUCTURAL SAFETY
SECTION G2406 (303) APPLIANCE LOCATION
SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
404 EQUATION 24-1
EQUATION 24-2
FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3)
405 FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOOR-INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1)
FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1)
406 FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1)
FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS (see Section G2407.6.2)
407 SECTION G2408 (305) INSTALLATION
408 SECTION G2409 (308) CLEARANCE REDUCTION
FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
409 FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
410 TABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
411 SECTION G2410 (309) ELECTRICAL
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GENERAL
412 SECTION G2413 (402) PIPE SIZING
TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
413 EQUATION 24-3
EQUATION 24-4
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
SECTION G2414 (403) PIPING MATERIALS
414 TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
415 TABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE
416 TABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING
417 TABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING
418 TABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST)
419 TABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST)
420 TABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE
421 TABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE
422 TABLE G2413.4(9) [402.4(25] SCHEDULE 40 METALLIC PIPE
423 TABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE
424 TABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE
425 TABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE
426 TABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING
427 TABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING
428 TABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING
429 TABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST)
430 TABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST)
431 TABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST)
432 TABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE
433 TABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE
434 TABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING
435 TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
436 SECTION G2415 (404) PIPING SYSTEM INSTALLATION
438 SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 (406) INSPECTION, TESTING AND PURGING
440 TABLE G2417.7.1.1 SIZE AND LENGTH OF PIPING
441 SECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING
FIGURE G2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
SECTION G2420 (409) GAS SHUTOFF VALVES
442 TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS
SECTION G2421 (410) FLOW CONTROLS
443 SECTION G2422 (411) APPLIANCE CONNECTIONS
444 SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS
SECTION G2424 (415) PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING
SECTION G2425 (501) GENERAL
445 SECTION G2426 (502) VENTS
446 SECTION G2427 (503) VENTING OF APPLIANCES
447 TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED
448 FIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES
450 FIGURE G2427.6.3 (503.6.4) GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL
453 TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
454 TABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS
455 SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
457 TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
459 SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING
SECTION G2430 (506) FACTORY-BUILT CHIMNEYS
SECTION G2431 (601) GENERAL
SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
SECTION G2433 (603) LOG LIGHTERS
460 TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT
461 TABLE G2428.2(1) [504.2(1)]—continued TYPE B DOUBLE-WALL GAS VENT
462 TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT
463 TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT
464 TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
465 TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
466 TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
467 TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
468 SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS
SECTION G2436 (608) VENTED WALL FURNACES
SECTION G2437 (609) FLOOR FURNACES
469 SECTION G2438 (613) CLOTHES DRYERS
SECTION G2439 (614) CLOTHES DRYER EXHAUST
TABLE G2439.5.5.1 (TABLE 614.6.5.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
470 SECTION G2440 (615) SAUNA HEATERS
SECTION G2441 (617) POOL AND SPA HEATERS
SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
471 SECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS
472 SECTION G2446 (622) VENTED ROOM HEATERS
SECTION G2447 (623) COOKING APPLIANCES
SECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR CONDITIONING APPLIANCES
473 SECTION G2450 (628) ILLUMINATING APPLIANCES
SECTION G2451 (630) INFRARED RADIANT HEATERS
SECTION G2452 (631) BOILERS
SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA
SECTION G2454 (636) OUTDOOR DECORATIVE APPLIANCES
474 TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
476 PART VII – PLUMBING
CHAPTER 25 PLUMBING ADMINISTRATION
SECTION P2501 GENERAL
SECTION P2502 EXISTING PLUMBING SYSTEMS
SECTION P2503 INSPECTION AND TESTS
478 CHAPTER 26 GENERAL PLUMBING REQUIREMENTS
SECTION P2601 GENERAL
SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL
SECTION P2603 STRUCTURAL AND PIPING PROTECTION
479 SECTION P2604 TRENCHING AND BACKFILLING
FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS
SECTION P2605 SUPPORT
480 TABLE P2605.1 PIPING SUPPORT
SECTION P2606 PENETRATIONS
SECTION P2607 WATERPROOFING OF OPENINGS
SECTION P2608 WORKMANSHIP
SECTION P2609 MATERIALS EVALUATION AND LISTING
482 CHAPTER 27 PLUMBING FIXTURES
SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS
SECTION P2702 FIXTURE ACCESSORIES
SECTION P2703 TAIL PIECES
SECTION P2704 ACCESS TO CONNECTIONS
SECTION P2705 INSTALLATION
SECTION P2706 WASTE RECEPTORS
483 TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
484 SECTION P2707 DIRECTIONAL FITTINGS
SECTION P2708 SHOWERS
SECTION P2709 SHOWER RECEPTORS
485 SECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES
SECTION P2712 WATER CLOSETS
486 SECTION P2713 BATHTUBS
SECTION P2714 SINKS
SECTION P2715 LAUNDRY TUBS
SECTION P2716 FOOD WASTE GRINDER
SECTION P2717 DISHWASHING MACHINES
SECTION P2718 CLOTHES WASHING MACHINE
SECTION P2719 FLOOR DRAINS
SECTION P2720 WHIRLPOOL BATHTUBS
487 SECTION P2721 BIDET INSTALLATIONS
SECTION P2722 FIXTURE FITTING
SECTION P2723 MACERATING TOILET SYSTEMS
SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES
488 CHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL
SECTION P2802 WATER HEATERS USED FOR SPACE HEATING
SECTION P2803 RELIEF VALVES
490 CHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY
TABLE P2902.3.1 MINIMUM AIR GAPS
491 TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS
492 SECTION P2903 WATER-SUPPLY SYSTEM
493 TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE
TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb
TABLE P2903.8.1 MANIFOLD SIZING
494 TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS
TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
495 TABLE P2903.6(1)—continued CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
496 FIGURE P2903.10 TYPICAL FROST PROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE
497 FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
498 TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
499 EQUATION 29-1
500 TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
501 TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE P2904.6.2(3) ELEVATION LOSS (PLe)
502 TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
503 TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
504 TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
505 TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
506 TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
507 TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
508 SECTION P2905 MATERIALS, JOINTS AND CONNECTIONS
509 TABLE P2905.4 WATER SERVICE PIPE
510 TABLE P2905.5 WATER DISTRIBUTION PIPE
TABLE P2905.6 PIPE FITTINGS
512 SECTION P2906 CHANGES IN DIRECTION
SECTION P2907 SUPPORT
SECTION P2908 DRINKING WATER TREATMENT UNITS
514 CHAPTER 30 SANITARY DRAINAGE
SECTION P3001 GENERAL
SECTION P3002 MATERIALS
TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
515 TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE P3002.2 BUILDING SEWER PIPE
516 TABLE P3002.3 PIPE FITTINGS
SECTION P3003 JOINTS AND CONNECTIONS
519 SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS
TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES
SECTION P3005 DRAINAGE SYSTEM
520 TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
521 TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS
TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER
522 SECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS
523 TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION P3008 BACKWATER VALVES
SECTION P3009 GRAY WATER RECYCLING SYSTEMS
524 FIGURE P3009.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS
526 CHAPTER 31 VENTS
SECTION P3101 VENT SYSTEMS
SECTION P3102 VENT STACKS AND STACK VENTS
SECTION P3103 VENT TERMINALS
SECTION P3104 VENT CONNECTIONS AND GRADES
527 SECTION P3105 FIXTURE VENTS
TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SECTION P3106 INDIVIDUAL VENT
SECTION P3107 COMMON VENT
TABLE P3107.3 COMMON VENT SIZES
SECTION P3108 WET VENTING
528 TABLE P3108.3 WET VENT SIZE
SECTION P3109 WASTE STACK VENT
TABLE P3109.4 WASTE STACK VENT SIZE
SECTION P3110 CIRCUIT VENTING
SECTION P3111 COMBINATION WASTE AND VENT SYSTEM
529 TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE
SECTION P3112 ISLAND FIXTURE VENTING
SECTION P3113 VENT PIPE SIZING
SECTION P3114 AIR ADMITTANCE VALVES
530 TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
532 CHAPTER 32 TRAPS
SECTION P3201 FIXTURE TRAPS
TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES
534 CHAPTER 33 STORM DRAINAGE
SECTION P3301 GENERAL
SECTION P3302 SUBSOIL DRAINS
TABLE P3302.1 SUBSOIL DRAIN PIPE
SECTION P3303 SUMPS AND PUMPING SYSTEMS
536 PART VIII – ELECTRICAL
CHAPTER 34 GENERAL REQUIREMENTS
SECTION E3401 GENERAL
537 SECTION E3402 BUILDING STRUCTURE PROTECTION
SECTION E3403 INSPECTION AND APPROVAL
SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS
538 TABLE E3404.4 ENCLOSURE SELECTION
SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES
539 SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS
540 FIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES
541 TABLE E3406.9 CONDUCTOR STRANDINGc
SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION
544 CHAPTER 35 ELECTRICAL DEFINITIONS
SECTION E3501 GENERAL
548 CHAPTER 36 SERVICES
SECTION E3601 GENERAL SERVICES
SECTION E3602 SERVICE SIZE AND RATING
TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION
549 SECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING
TABLE E3603.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING
550 SECTION E3604 OVERHEAD SERVICE AND SERVICE ENTRANCE CONDUCTOR INSTALLATION
FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS
551 FIGURE E3604.2.1 CLEARANCES FROM ROOFS
552 SECTION E3605 SERVICE-ENTRANCE CONDUCTORS
SECTION E3606 SERVICE EQUIPMENT—GENERAL
553 SECTION E3607 SYSTEM GROUNDING
SECTION E3608 GROUNDING ELECTRODE SYSTEM
555 SECTION E3609 BONDING
556 SECTION E3610 GROUNDING ELECTRODE CONDUCTORS
SECTION E3611 GROUNDING ELECTRODE CONDUCT OR CONNECTION TO THE GROUNDING ELECTRODES
558 CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS
SECTION E3701 GENERAL
SECTION E3702 BRANCH CIRCUIT RATINGS
559 TABLE E3702.13 BRANCH-CIRCUIT REQUIREMENTS-SUMMARYa, b
SECTION E3703 REQUIRED BRANCH CIRCUITS
560 SECTION E3704 FEEDER REQUIREMENTS
TABLE E3704.2(1) FEEDER LOAD CALCULATION
561 TABLE E3704.2(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13/4 kVA RATINGa, b
SECTION E3705 CONDUCTOR SIZING AND OVER CURRENT PROTECTION
TABLE E3705.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS
562 TABLE E3705.1 ALLOWABLE AMPACITIES
TABLE E3705.2 AMBIENT TEMPERATURE CORRECTION FACTORS
563 TABLE E3705.5.3 OVERCURRENT-PROTECTION RATING
564 SECTION E3706 PANELBOARDS
566 CHAPTER 38 WIRING METHODS
SECTION E3801 GENERAL REQUIREMENTS
TABLE E3801.2 ALLOWABLE WIRING METHODS
SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS
567 TABLE E3801.4 ALLOWABLE APPLICATIONS FOR WIRING METHODS
SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS
568 TABLE E3802.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS
569 TABLE E3803.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHES
572 CHAPTER 39 POWER AND LIGHTING DISTRIBUTION
SECTION E3901 RECEPTACLE OUTLETS
FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION
573 FIGURE E3901.4 COUNTERTOP RECEPTACLES
FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE
574 SECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT INTERRUPTER PROTECTION
575 SECTION E3903 LIGHTING OUTLETS
576 SECTION E3904 GENERAL INSTALLATION REQUIREMENTS
SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS
577 TABLE E3904.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a
578 TABLE E3904.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a
579 TABLE E3904.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a
580 TABLE E3904.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a
581 TABLE E3904.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a
582 TABLE E3904.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a
583 TABLE E3904.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a
584 TABLE E3904.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a
585 TABLE E3904.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
586 TABLE E3904.6(9)—continued MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a
587 TABLE E3904.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a
589 TABLE E3905.12.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXES
TABLE E3905.12.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR
590 SECTION E3906 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS
592 SECTION E3907 CABINETS AND PANELBOARDS
593 TABLE E3907.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS
SECTION E3908 GROUNDING
595 TABLE E3908.12 EQUIPMENT GROUNDING CONDUCTOR SIZING
596 SECTION E3909 FLEXIBLE CORDS
TABLE E3909.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS
598 CHAPTER 40 DEVICES AND LUMINAIRES
SECTION E4001 SWITCHES
599 SECTION E4002 RECEPTACLES
TABLE E4002.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS
600 SECTION E4003 FIXTURES
601 FIGURE E4003.12 CLOSET STORAGE SPACE
602 SECTION E4004 LUMINAIRE INSTALLATION
SECTION E4005 TRACK LIGHTING
604 CHAPTER 41 APPLIANCE INSTALLATION
SECTION E4101 GENERAL
TABLE E4101.3 FLEXIBLE CORD LENGTH
605 TABLE E4101.5 DISCONNECTING MEANS
606 TABLE E4101.5—continued DISCONNECTING MEANS
608 CHAPTER 42 SWIMMING POOLS [ELECTRICAL PROVISIONS]
SECTION E4201 GENERAL
SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS
609 TABLE E4202.1 ALLOWABLE APPLICATIONS FOR WIRING METHODS
610 SECTION E4203 EQUIPMENT LOCATION AND CLEARANCES
611 TABLE E4203.5 OVERHEAD CONDUCTOR CLEARANCES
SECTION E4204 BONDING
612 TABLE E4203.7 MINIMUM BURIAL DEPTHS
614 SECTION E4205 GROUNDING
615 SECTION E4206 EQUIPMENT INSTALLATION
617 SECTION E4207 STORABLE SWIMMING POOLS
618 SECTION E4208 SPAS AND HOT TUBS
SECTION E4209 HYDROMASSAGE BATHTUBS
620 CHAPTER 43 CLASS 2 REMOTE-CONTROL,SIGNALING AND POWER-LIMITED CIRCUITS
SECTION E4301 GENERAL
SECTION E4302 POWER SOURCES
SECTION E4303 WIRING METHODS
TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTIONS
SECTION E4304 INSTALLATION REQUIREMENTS
622 CHAPTER 44 HIGH-VELOCITY HURRICANE ZONES
SECTION R4401 HIGH-VELOCITY HURRICANE ZONES —EXTERIOR WALL COVERING
SECTION R4402 HIGH-VELOCITY HURRICANE ZONES —ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION R4403 HIGH-VELOCITY HURRICANE ZONES —GENERAL
SECTION R4404 HIGH-VELOCITY HURRICANE ZONES —FOUNDATIONS AND RETAINING WALLS
SECTION R4405 HIGH-VELOCITY HURRICANE ZONES —CONCRETE
SECTION 4406 HIGH-VELOCITY HURRICANE ZONES —LIGHT METAL ALLOYS
SECTION 4407 HIGH-VELOCITY HURRICANE ZONES —MASONRY
SECTION 4408 HIGH-VELOCITY HURRICANE ZONES —STEEL
SECTION 4409 HIGH-VELOCITY HURRICANE ZONES —WOOD
SECTION R4410 HIGH-VELOCITY HURRICANE ZONES —GLASS AND GLAZING
SECTION R4411 HIGH-VELOCITY HURRICANE ZONES —GYPSUM BOARD AND PLASTER
SECTION R4412 HIGH-VELOCITY HURRICANE ZONES —PLASTICS
624 CHAPTER 45 PRIVATE SWIMMING POOLS
SECTION E4501 GENERAL
632 PART IX – REFERENCED STANDARDS
CHAPTER 46 REFERENCED STANDARDS
AAF
AAMA
633 ACI
ACCA
AFPA
AISI
634 AITC
ANSI
635 APA
APSP
ASCE/SEI
636 ASHRAE
ASME
637 ASSE
638 ASTM
646 AWPA
AWS
647 AWWA
CGSB
CISPI
CPA
648 CPSC
CSA
649 CSSB
DASMA
650 DOC
DOTn
FEMA
Florida Codes
651 FM
FRSA
GA
HPVA
652 HVI
ICC
ISO
MAF
MSS
653 NAIMA
NCMA
NFPA
NSF
654 PCA
SBCA
SDI
SMACNA
TMS
655 TPI
UL
656 ULC
US-FTC
657 WDMA
658 APPENDIX A SIZING AND CAPACITIES OF GAS PIPING
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTION OF TABLES
659 TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
660 TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
661 TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60
A.3 USE OF CAPACITY TABLES
663 TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS
A.4 USE OF SIZING EQUATIONS
664 A.5 PIPE AND TUBE DIAMETERS
TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
665 FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
666 FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
667 FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
670 APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS
EXAMPLES USING SINGLE APPLIANCE VENTING TABLES
FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT
FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR
671 FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR
FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR
FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
672 FIGURE B-7 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND SINGLE-WALL METAL VENT CONNECTORS
FIGURE B-8 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT CONNECTOR
FIGURE B-9 MASONRY CHIMNEY SERVING TWO OR MORE APPLIANCES WITH SINGLE-WALL METAL VENT CONNECTORS
FIGURE B-10 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING TWO OR MORE DRAFT-HOOD-EQUIPPED APPLIANCES
673 FIGURE B-11 USE OF MANIFOLD COMMON VENT CONNECTOR
FIGURE B-12 USE OF OFFSET COMMON VENT
FIGURE B-13 MULTISTORY GAS VENT DESIGN PROCEDURE FOR EACH SEGMENT OF SYSTEM
FIGURE B-14 MULTISTORY VENT SYSTEMS
674 FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
675 EXAMPLES USING COMMON VENTING TABLES
FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES
FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT
677 TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
678 FIGURE B-19
680 APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTE
APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
682 APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
684 APPENDIX E FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS Effective: June 1, 1994
INTRODUCTION
PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS
FOREWORD
685 CHAPTER E1 ADMINISTRATION
E101 GENERAL
CHAPTER E2 DEFINITIONS
E201 GENERAL
E202 DEFINITIONS
686 CHAPTER E3 TESTING
E301 GENERAL
CHAPTER E4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
E401 GENERAL
E402 SEALING CRACKS AND JOINTS IN CONCRETE FLOORS AND WALLS
687 E403 FLOORS OVER CRAWL SPACE
E404 COMBINED CONSTRUCTION TYPES
E405 APPROVED SEALANT MATERIALS
E406 SPACE CONDITIONING AND VENTILATION SYSTEMS
688 CHAPTER E5 ENGINEERED SYSTEMS
E501 GENERAL
E502 DESIGN CRITERIA
CHAPTER E6 SOIL DEPRESSURIZATION SYSTEMS
E601 GENERAL
E602 SOIL DEPRESSURIZATION SYSTEM INSTALLATION CRITERIA
689 E603 SOIL DEPRESSURIZATION SYSTEM DESIGN CRITERIA
E604 CRAWLSPACE VENTILATION
692 APPENDIX F FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION
CHAPTER F1 GENERAL
F101 GENERAL
F102 INTENT
F103 SCOPE
F104 COMPLIANCE
CHAPTER F2 DEFINITIONS
F201 GENERAL
F202 DEFINITIONS
694 CHAPTER F3 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
F301 GENERAL
F302 SUBSLAB AND SOIL COVER MEMBRANES
F303 FLOOR SLAB-ON-GRADE BUILDINGS
696 F304 SLAB-BELOW-GRADE CONSTRUCTION
F305 BUILDINGS WITH CRAWL SPACES
F306 BUILDINGS WITH COMBINATION FLOOR SYSTEMS
F307 SPACE CONDITIONING SYSTEMS
698 APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS RESERVED
700 APPENDIX H PATIO COVERS
SECTION AH101 GENERAL
SECTION AH102 DEFINITION
SECTION AH103 EXTERIOR WALLS AND OPENINGS
SECTION AH104 HEIGHT
SECTION AH105 STRUCTURAL PROVISIONS
SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS
701 TABLE AH106.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF 0.77
TABLE AH106.4(2) HEIGHT ADJUSTMENT FACTORS
702 APPENDIX I PRIVATE SEWAGE DISPOSAL
SECTION AI101 GENERAL
704 APPENDIX J EXISTING BUILDINGS AND STRUCTURES
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE
SECTION AJ103 PRELIMINARY MEETING
705 SECTION AJ104 EVALUATION OF AN EXISTING BUILDING
SECTION AJ105 PERMIT
SECTION AJ201 DEFINITIONS
SECTION AJ301 REPAIRS
706 SECTION AJ401 RENOVATIONS
SECTION AJ501 ALTERATIONS
707 SECTION AJ601 RECONSTRUCTION
708 APPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIR-BORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS
710 APPENDIX L PERMIT FEES
712 APPENDIX M HOME DAY CARE—R-3 OCCUPANCY
SECTION AM101 GENERAL
SECTION AM102 DEFINITION
SECTION AM103 MEANS OF EGRESS
713 SECTION AM104 SMOKE DETECTION
714 APPENDIX N VENTING METHODS
FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
715 FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
716 FIGURE N3 TYPICAL HORIZONTAL WET VENTING
717 FIGURE N4 TYPICAL METHODS OF WET VENTING
718 FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
719 FIGURE N6 WASTE STACK VENTING
FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH
720 APPENDIX O AUTOMATIC VEHICULAR GATES
SECTION AO101 GENERAL
SECTION AO102 DEFINITION
SECTION AO103 AUTOMATIC VEHICULAR GATES
722 APPENDIX P SIZING OF WATER PIPING SYSTEM
SECTION AP101 GENERAL
SECTION AP102 INFORMATION REQUIRED
SECTION AP103 SELECTION OF PIPE SIZE
726 TABLE AP.1
TABLE AP.2
727 FIGURE AP103.3(1) EXAMPLE—SIZING
728 TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
729 TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
730 TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
731 TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND
TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
732 TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet)
TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
733 FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING)
734 FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPE (TYPE L, ASTM B 88 COPPER TUBING)
735 FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPE (TYPE M, ASTM B 88 COPPER TUBING)
736 FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
737 FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPE
738 FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa
739 SECTION AP201 SELECTION OF PIPE SIZE
740 TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
741 TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
742 APPENDIX Q FLORIDA RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS REFERENCE
758 INDEX
772 FLORIDA BUILDING CODE – BUILDING, FIFTH EDITION (2014) CHAPTER 1
774 CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
776 PART 2—ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
777 SECTION 105 PERMITS
782 SECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS
786 SECTION 108 TEMPORARY STRUCTURES AND USES
787 SECTION 109 FEES
SECTION 110 INSPECTIONS
790 SECTION 111 CERTIFICATE OF OCCUPANCY
791 SECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS RESERVED
SECTION 114 VIOLATIONS RESERVED
SECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT RESERVED
SECTION 117 VARIANCES IN FLOOD HAZARD AREAS
792 SIGNIFICANT CHANGES TO THE 5TH EDITION (2014) FLORIDA BUILDING CODE: BUILDING AND RESIDENTIAL
793 THE INTERNATIONAL CODE COUNCIL’S TRAINING AND EDUCATION DEPARTMENT

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