Concat us[email protected]
Shopping Cart

No products in the cart.

🔍
FL ResidentialCode 2010

FL ResidentialCode 2010

$62.29

Florida Building Code, Residential

Published By Publication Date Number of Pages
FL 2010 767
PDF Format Searchable Printable Preview Now
Guaranteed Safe Checkout
Category:

If you have any questions, feel free to reach out to our online customer service team by clicking on the bottom right corner. We’re here to assist you 24/7.
Email:[email protected]

This is a fully integrated code based on the 2009 IRC.

PDF Catalog

PDF Pages PDF Title
1 2010 FLORIDA BUILDING CODE: RESIDENTIAL
2 FLORIDA BUILDING CODE 2010 RESIDENTIAL TITLE PAGE
3 COPYRIGHT
4 PREFACE
6 TABLE OF CONTENTS
14 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 OFFICIALRESERVED
SECTION R105 PERMITS RESERVED
SECTION R106 CONSTRUCTION DOCUMENTS RESERVED
SECTION R107 TEMPORARY STRUCTURES AND USES RESERVED
SECTION R108 FEES RESERVED
SECTION R109 INSPECTIONSRESERVED
SECTION R110 CERTIFICATE OF OCCUPANCY RESERVED
SECTION R111 SERVICE UTILITIES RESERVED
SECTION R112 BOARD OF APPEALS RESERVED
SECTION R113 VIOLATIONS RESERVED
15 SECTION R114 STOP WORK ORDER RESERVED
16 PART II – DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS
32 PART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
33 FIGURE R301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F)
34 TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)a
35 TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
TABLE R301.2(4) GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B
36 FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE
37 FIGURE R301.2(4) ULTIMATE DESIGN WIND SPEEDS, Vult
38 FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
39 FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
41 TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULEFOR WOOD STRUCTURAL PANELS
TABLE R301.2.1.3 WIND SPEEDS CONVERSIONS
44 FIGURE R301.3 DETERMINING NUMBER OF STORIES ABOVE THE FOUNDATION
45 TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
46 SECTION R302 FIRE-RESISTANT CONSTRUCTION
TABLE R302.1 EXTERIOR WALLS
48 TABLE R302.6 DWELLING/GARAGE SEPARATION
50 SECTION R303 LIGHT, VENTILATION AND HEATING
51 SECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
52 SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING
53 FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
54 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
56 SECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
57 SECTION R311 MEANS OF EGRESS
59 SECTION R312 GUARDS
60 SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS RESERVED
SECTION R314 SMOKE ALARMS
61 SECTION R315 CARBON MONOXIDE ALARMS
SECTION R316 FOAM PLASTIC
63 SECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY
64 SECTION R318 PROTECTION AGAINST TERMITES
65 SECTION R319 SITE ADDRESS
66 SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION
69 SECTION R323 STORM SHELTERS
SECTION 324 AIRPORT NOISE
70 CHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS
SECTION R402 MATERIALS
71 TABLE R401.1 FOUNDATION UPLIFT LIGHT STEEL AND WOOD FRAME BUILDINGS IN EXPOSURE B
72 TABLE R401.1 (continued) FOUNDATION UPLIFT LIGHT STEEL AND WOOD FRAME BUILDINGS IN EXPOSURE C
73 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS
74 TABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS
75 FIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
76 FIGURE R403.1(1)— continued
77 FIGURE R403.1(1)—continued
78 FIGURE R403.1(1)—continued
79 FIGURE R403.1(1)—continued
80 FIGURE R403.1(1)—continued
81 FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
82 FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
83 TABLE R403.1.2 FOUNDATION UPLIFT DESIGN DETAILS
FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
84 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
SECTION R404 FOUNDATION AND RETAINING WALLS
85 TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS
86 TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
87 TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES
88 TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES
89 TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES
90 TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
91 TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
92 TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
93 TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
94 TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
95 TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
96 TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS
97 TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
98 TABLE R404.1.2(9) —continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
101 FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
102 TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION
103 SECTION R405 FOUNDATION DRAINAGE
104 TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
105 SECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE
108 CHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING
110 FIGURE R502.1.5 CUTTING, NOTCHING AND DRILLING
111 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
112 TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
113 SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
SECTION R505 STEEL FLOOR FRAMING RESERVED
SECTION R506 CONCRETE FLOORS (ON GROUND)
116 CHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING
117 FIGURE R602.1.4(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
118 FIGURE R602.1.4(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
119 FIGURE R602.1.4.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
121 SECTION R603 STEEL WALL FRAMING RESERVED
SECTION R604 WOOD STRUCTURAL PANELS
122 SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION
123 TABLE R606.9.2 LAP SPLICE LENGTHS
124 FIGURE R606.9.9A CONTINUITY OF REINFORCEMENT ONE STORY MASONRY WALL
125 FIGURE R606.9.9B CONTINUITY OF FIRST AND SECOND FLOOR VERTICAL WALL REINFORCEMENT
126 TABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY
127 TABLE R607.1 MORTAR PROPORTIONS
SECTION R608 MULTIPLE WYTHE MASONRY
128 SECTION R609 GROUTED MASONRY
129 TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
130 TABLE R609.2.2C BOND BEAM AREA OF STEEL PROVIDED IN2/FT
131 FIGURE R609.2.4 CORNER CONTINUITY OF BOND BEAM AND WALL REINFORCEMENT
FIGURE R609.2.5 CHANGES IN BOND BEAM HEIGHT
132 TABLE R609.2.2A-1 GRADE 60 EXPOSURE B ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN
133 TABLE R609.2.2A-2 GRADE 60 ROOF EXPOSURE C ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN
134 TABLE R609.2.2A-3 GRADE 40 EXPOSURE B ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN
135 TABLE R609.2.2A-4 GRADE 40 EXPOSURE C ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN
136 TABLE R609.2.2B-1 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN
137 TABLE R609.2.2B-2 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN
138 TABLE R609.2.2B-3 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN
139 TABLE R609.2.2B-4 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN
140 TABLE R609.2.2B-5 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
141 TABLE R609.2.2B-6 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
142 TABLE R609.2.2B-7 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
143 TABLE R609.2.2B-8 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
144 TABLE R609.3.3A-1 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS
145 TABLE R609.3.3A-2 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS
146 TABLE R609.3.3A-3 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS
147 TABLE R609.3.3A-4 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS
148 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
149 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
150 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
151 TABLE R609.3.3B-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
152 TABLE R609.4 AWOOD GABLE BRACE NAILING
TABLE R609.4B WOOD GABLE STUD CONNECTOR LOADS
153 TABLE R609.4.4 ANCHOR BOLT SPACING FOR ATTACHING 2 x 4 MINIMUM WOOD NAILER TO RAKE BEAM
154 FIGURE R609.4 GABLE END BRACING FOR MASONRY WALLS NOT CONTINUOUS TO THE ROOF DIAPHRAGM
SECTION R610 GLASS UNIT MASONRY
155 FIGURE R609.4.1 CONTINUOUS GABLE ENDWALL REINFORCEMENT ONE AND MULTISTORY
156 FIGURE R609.4.5 GABLE OVERHANG
157 TABLE R609.5.1A GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE ≤ 23°
158 TABLE R609.5.1B GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE 30°
159 TABLE R609.5.1C GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE 45°
160 TABLE R609.5.1D GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 23°
161 TABLE R609.5.1E GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 30°
162 TABLE R609.5.1F GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 45°
163 TABLE R609.5.1G GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE ≤ 23°
164 TABLE R609.5.1H GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT ROOF ANGLE ≤ 23°
165 TABLE R609.5.1I GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE 30°
166 TABLE R609.5.1J GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT ROOF ANGLE 30°
167 TABLE R609.5.1K GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE 45°
168 TABLE R609.5.1L GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT ROOF ANGLE 45°
169 TABLE R609.5.1M GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTHROOF ANGLE ≤ 23°
170 TABLE R609.5.1N GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE ≤ 23°
171 TABLE R609.5.1O GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 30°
172 TABLE R609.5.1P GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 30°
173 TABLE R609.5.1Q GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 45°
174 TABLE R609.5.1R GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 45°
175 TABLE R609.5.3 ATOTAL SHEAR AT TOP OF TOP STORY WALL1,2
176 TABLE R609.5.3B TRANSVERSE CONNECTOR LOAD (F2)1, 2
FIGURE R609.5.3 TYPICAL ROOF TO WALL CONNECTIONS
177 TABLE R609.5.4 END WALL ROOF SHEAR PER FOOT OF BUILDING LENGTH
SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION
178 TABLE R609.6.1.2(1) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY OF 6-INCH- OR 8-INCH-THICK PRE-ENGINEERED ASSEMBLIES SPANNING OPENINGS OF ONE STORY AND TOP STORY OF MULTI-STORY BUILDINGS
179 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
180 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—HOLLOW CORE FLOOR SYSTEM
181 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
182 TABLE R609.6.2.1(2) MAXIMUM CLEAR SPAN OF CONTINUOUS BOND BEAMS ACTING AS LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS—WOOD FLOOR SYSTEM
183 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—HOLLOW CORE SECOND FLOOR
184 TABLE R609.6.3.2(1) COMBINED BOND BEAM/LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS
185 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
186 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
187 FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
FIGURE R611.3(1) FLAT WALL SYSTEM
188 TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLS
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM
190 TABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R611.5.4(1) LAP SPLICES
191 FIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS
192 TABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
194 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
195 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
196 TABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
EQUATION R611.1
197 TABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS
198 TABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
199 TABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
200 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-STORY
201 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-STORY
202 TABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY
203 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-STORY
204 TABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
205 TABLE R611.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY
206 FIGURE R611.7(1) MINIMUM SOLID WALL LENGTH
207 FIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
208 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
209 TABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET
210 TABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS
211 EQUATION R611-2
212 FIGURE R611.8(1) REINFORCEMENT OF OPENINGS
213 FIGURE R611.8(2) LINTEL FOR FLAT WALLS
FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS
214 FIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS
215 TABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS
216 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
217 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
218 TABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
219 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
220 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
221 TABLE R611.8(4)—continued 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
222 TABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
223 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
224 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
225 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
226 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
227 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
228 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
229 TABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
230 TABLE R611.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, hROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
232 FIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
233 TABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
234 FIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL
235 TABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
236 FIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
237 TABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
238 FIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL
239 TABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
240 FIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
241 TABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
242 FIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
243 TABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa
244 FIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
245 TABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
246 FIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
247 TABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
248 FIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR
249 TABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
250 FIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
251 TABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
252 FIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
253 TABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa
254 FIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
255 TABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
256 SECTION R612 EXTERIOR WINDOWS AND DOORS
257 TABLE R612.8 MINIMUM TEST SIZES, INCLUDING FRAMING
260 SECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS
261 FIGURE R613.4 SIP WALL PANEL
262 TABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches)
TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches)
263 FIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
264 FIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION
265 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
266 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
267 FIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 117/8 INCH DEEP SIP HEADERS (feet)
268 SECTION R614 COMBINED CONCRETE, MASONRY, OR ICF AND WOOD EXTERIOR WALL CONSTRUCTION
SECTION R615 IMPACT-RESISTANT COVERINGS
269 FIGURE R614.3(1) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL CONNECTION FOR GYPSUM BOARD CEILING DIAPHRAGM
FIGURE R614.3(2) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL FOR GYPSUM BOARD CEILING DIAPHRAGM
270 SECTION R616 SOFFIT
272 CHAPTER 7 WALL COVERING
SECTION R701 GENERAL
TABLE R702.1(1) THICKNESS OF PLASTER
TABLE R702.1(2) GYPSUM PLASTER PROPORTIONS
273 TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
274 SECTION R702 INTERIOR COVERING
275 TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING
277 TABLE R703.3.3(1) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING ATTACHMENT EXPOSURE CATEGORY B
278 TABLE R703.3.3(2) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING ATTACHMENT EXPOSURE CATEGORY C
279 TABLE R703.3.3(3) SPECIFIC GRAVITIES OF SOLID SAWN LUMBER
280 TABLE R703.3.4(1) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING MINIMUM THICKNESS EXPOSURE CATEGORY B
TABLE R703.3.4(2) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING MINIMUM THICKNESS EXPOSURE CATEGORY C
281 TABLE R703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
282 TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches)
283 FIGURE R703.7 MASONRY VENEER WALL DETAILS
284 FIGURE R703.7— continued MASONRY VENEER WALL DETAILS
285 FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
286 FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
287 TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
FIGURE R703.7.3.2 MASONRY VENEER OPENING
290 TABLE R703.13 MINIMUM THICKNESS OF WEATHER COVERINGS
SECTION R704 INSPECTION FOR TERMITES
292 CHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING
295 TABLE R802.1.9 WIND UPLIFT FORCES
296 SECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
297 FIGURE R803.2.3.1 ROOF SHEATHING NAILING ZONES
SECTION R804 STEEL ROOF FRAMING RESERVED
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION
298 TABLE R806.4 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS
300 CHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
TABLE R903.2.1 METAL FLASHING MATERIAL
301 SECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
302 TABLE R905.2.6.1 WIND RESISTANCE OF ASPHALT SHINGLES
304 TABLE 905.4.4 METAL ROOF COVERINGS
305 TABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE AND SHAKE INSTALLATION
306 TABLE R905.7.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
307 TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
308 TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
309 TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
310 SECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING
312 CHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES
313 TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
314 FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
315 FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS
316 SECTION R1003 MASONRY CHIMNEYS
317 TABLE R1003.14(1) NET CROSS–SECTIONAL AREA OF ROUND FLUE SIZES
318 TABLE R1003.14(2) NET CROSS–SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
319 FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
320 TABLE R1003.20 CRICKET DIMENSIONS
FIGURE R1003.20 CHIMNEY CRICKET
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS
321 SECTION R1006 EXTERIOR AIR SUPPLY
322 PART IV – ENERGY CONSERVATION
CHAPTER 11 ENERGY EFFICIENCY
SECTION N1101 GENERAL
324 PART V – MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS
326 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
328 SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
SECTION M1307 APPLIANCE INSTALLATION
329 TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
330 FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
331 SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
332 CHAPTER 14 HEATING AND COOLING EQUIPMENT
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
333 SECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES
334 SECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT
335 SECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION 1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS
336 CHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
337 SECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS
SECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS
SECTION M1507 MECHANICAL VENTILATION
338 TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
340 CHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION
TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLINGa
341 TABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS
343 TABLE M1601.4 DUCT SYSTEM CONSTRUCTION AND SEALING
344 TABLE M1601.4—continued DUCT SYSTEM CONSTRUCTION AND SEALING
345 TABLE M1601.4—continued DUCT SYSTEM CONSTRUCTION AND SEALING
347 SECTION M1602 RETURN AIR
348 CHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL
350 CHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS
351 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 MATERIALS
352 SECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
354 CHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT
SECTION M1901 RANGES AND OVENS
SECTION M1902 SAUNA HEATERS
SECTION M1903 STATIONARY FUEL CELL POWER PLANTS
SECTION M1904 GASEOUS HYDROGEN SYSTEMS
356 CHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS
SECTION M2004 WATER HEATERS USED FOR SPACE HEATING
SECTION M2005 WATER HEATERS
357 TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2006 POOL HEATERS
358 CHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS
359 TABLE M2101.1 HYDRONIC PIPING MATERIALS
360 TABLE M2101.9 HANGER SPACING INTERVALS
SECTION M2104 LOW TEMPERATURE PIPING
361 SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING
362 CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION M2201 OIL TANKS
SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
SECTION M2203 INSTALLATION
363 SECTION M2204 OIL PUMPS AND VALVES
364 CHAPTER 23 SOLAR SYSTEMS
SECTION M2301 SOLAR ENERGY SYSTEMS
366 PART VI – FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 (201) GENERAL
SECTION G2403 (202) GENERAL DEFINITIONS
372 SECTION G2404 (301) GENERAL
373 SECTION G2405 (302) STRUCTURAL SAFETY
SECTION G2406 (303) APPLIANCE LOCATION
SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
374 FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING
EQUATION 24-1
FIGURE G2407.6.2 (304.6.2 )SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS (see Section G2407.6.2)
EQUATION 24-2
375 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
FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC
376 FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS
377 SECTION G2408 (305) INSTALLATION
378 FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
379 FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
SECTION G2409 (308) CLEARANCE REDUCTION
380 TABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
381 SECTION G2410 (309) ELECTRICAL
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GENERAL
382 SECTION G2413 (402) PIPE SIZING
TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
383 TABLE G2413.4 (1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
384 TABLE G2413.4(2) [402.4(3)] SCHEDULE 40 METALLIC PIPE
385 TABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING
386 TABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING
387 TABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST)
388 TABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST)
389 TABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE
390 TABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE
391 TABLE G2413.4(9) [402.4(23)] SCHEDULE 40 METALLIC PIPE
392 TABLE G2413.4(10) [402.4(24)] SCHEDULE 40 METALLIC PIPE
393 TABLE G2413.4 (11) [402.4(25)] SCHEDULE 40 METALLIC PIPE
394 TABLE G2413.4(12) [402.4(26)] SCHEDULE 40 METALLIC PIPE
395 TABLE G2413.4(13) [402.4(27)] SEMIRIGID COPPER TUBING
396 TABLE G2413.4(14) [402.4(28)] SEMIRIGID COPPER TUBING
397 TABLE G2413.4(15) [402.4(29)] SEMIRIGID COPPER TUBING
398 TABLE G2413.4(16) [402.4(30)] CORRUGATED STAINLESS STEEL TUBING (CSST)
399 TABLE G2413.4(17) [402.4(31)] CORRUGATED STAINLESS STEEL TUBING (CSST)
400 TABLE G2413.4(18) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST)
401 TABLE G2413.4(19) [402.4(33)] POLYETHYLENE PLASTIC PIPE
402 TABLE G2413.4(20) [402.4(34)] POLYETHYLENE PLASTIC PIPE
403 TABLE G2413.4(21) [402.4(35)] POLYETHYLENE PLASTIC TUBING
EQUATION 24-3
EQUATION 24-4
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
404 SECTION G2414 (403) PIPING MATERIALS
405 TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
SECTION G2415 (404) PIPING SYSTEM INSTALLATION
407 SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
408 SECTION G2417 (406) INSPECTION, TESTING AND PURGING
409 SECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING
TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS
410 SECTION G2420 (409) GAS SHUTOFF VALVES
SECTION G2421 (410) FLOW CONTROLS
411 SECTION G2422 (411) APPLIANCE CONNECTIONS
SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS
412 SECTION G2424 (415) PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING
SECTION G2425 (501) GENERAL
413 SECTION G2426 (502) VENTS
414 SECTION G2427 (503) VENTING OF APPLIANCES
TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED
415 FIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES
417 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
420 TABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS
421 TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
423 TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT
424 TABLE G2428.2(1) [504.2(1)]—continued TYPE B DOUBLE-WALL GAS VENT
425 TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT
426 TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT
427 SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
428 TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
429 TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
430 TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
431 TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
432 TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
435 SECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUSTHOOD 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
SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS
SECTION G2436 (608) VENTED WALL FURNACES
436 SECTION G2437 (609) FLOOR FURNACES
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
437 SECTION G2440 (615) SAUNA HEATERS
438 SECTION G2441 (617) POOL AND SPA HEATERS
SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
439 SECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS
SECTION G2446 (622) VENTED ROOM HEATERS
440 SECTION G2447 (623) COOKING APPLIANCES
TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
441 SECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR CONDITIONING APPLIANCES
SECTION G2450 (628) ILLUMINATING APPLIANCES
SECTION G2451 (630) INFRARED RADIANT HEATERS
SECTION G2452 (631) BOILERS
SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA
442 PART VII – PLUMBING
CHAPTER 25 PLUMBING ADMINISTRATION
SECTION P2501 GENERAL
SECTION P2502 EXISTING PLUMBING SYSTEMS
SECTION P2503 INSPECTION AND TESTS
444 CHAPTER 26 GENERAL PLUMBING REQUIREMENTS
SECTION P2601 GENERAL
SECTION P2602 INDIVIDUAL WATER SUPPLYAND SEWAGE DISPOSAL
SECTION P2603 STRUCTURAL AND PIPING PROTECTION
445 SECTION P2604 TRENCHING AND BACKFILLING
FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS
SECTION P2605 SUPPORT
446 TABLE P2605.1 PIPING SUPPORT
SECTION P2606 WATERPROOFING OF OPENINGS
SECTION P2607 WORKMANSHIP
SECTION P2608 MATERIALS EVALUATION AND LISTING
447 TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION
448 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
449 TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
450 SECTION P2707 DIRECTIONAL FITTINGS
SECTION P2708 SHOWERS
SECTION P2709 SHOWER RECEPTORS
451 SECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES
SECTION P2712 WATER CLOSETS
452 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
453 SECTION P2721 BIDET INSTALLATIONS
SECTION P2722 FIXTURE FITTING
SECTION P2723 MACERATING TOILET SYSTEMS
SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES
454 CHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL
SECTION P2802 WATER HEATERS USED FOR SPACE HEATING
SECTION P2803 RELIEF VALVES
456 CHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY
457 TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS
458 TABLE P2902.3.1 MINIMUM AIR GAPS
459 SECTION P2903 WATER-SUPPLY SYSTEM
TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE
TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
TABLE P2903.2b MINIMUM WATER SERVICE SIZE
460 TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS
461 TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
TABLE P2903.8.1 MANIFOLD SIZING
462 FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE
SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
463 TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
465 EQUATION 29-1
466 TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS
467 TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS
TABLE P2904.6.2(3) ELEVATION LOSS
468 TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
469 TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
470 TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
471 TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
472 TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX TUBING
473 TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING
474 SECTION P2905 MATERIALS, JOINTS AND CONNECTIONS
475 TABLE P2905.4 WATER SERVICE PIPE
476 TABLE P2905.5 WATER DISTRIBUTION PIPE
TABLE P2905.6 PIPE FITTINGS
477 SECTION P2906 CHANGES IN DIRECTION
SECTION P2907 SUPPORT
478 SECTION P2908 DRINKING WATER TREATMENT UNITS
480 CHAPTER 30 SANITARY DRAINAGE
SECTION P3001 GENERAL
SECTION P3002 MATERIALS
SECTION P3003 JOINTS AND CONNECTIONS
481 TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
482 TABLE P3002.2 BUILDING SEWER PIPE
TABLE P3002.3 PIPE FITTINGS
485 SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS
TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES
486 SECTION P3005 DRAINAGE SYSTEM
TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
487 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
488 SECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS
489 TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION P3008 BACKWATER VALVES
490 CHAPTER 31 VENTS
SECTION P3101 VENT SYSTEMS
SECTION P3102 VENT STACKS AND STACK VENTS
SECTION P3103 VENT TERMINALS
SECTION P3104 VENT CONNECTIONS AND GRADES
491 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
492 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
493 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
494 TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
496 CHAPTER 32 TRAPS
SECTION P3201 FIXTURE TRAPS
TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES
498 CHAPTER 33 STORM DRAINAGE
SECTION P3301 GENERAL
SECTION P3302 SUBSOIL DRAINS
TABLE P3302.1 SUBSOIL DRAIN PIPE
SECTION P3303 SUMPS AND PUMPING SYSTEMS
500 PART VIII – ELECTRICAL
CHAPTER 34 GENERAL REQUIREMENTS
SECTION E3401 GENERAL
SECTION E3402 BUILDING STRUCTURE PROTECTION
SECTION E3403 CROSS REFERENCES
TABLE E3403 CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE
501 TABLE E3303—continued FLORIDA BUILDING CODE
502 TABLE E3403—continued FLORIDA BUILDING CODE
503 TABLE E3403—continued FLORIDA BUILDING CODE
504 SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS RESERVED
SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES RESERVED
SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS RESERVED
SECTIONS E3407 CONDUCTOR AND TERMINAL IDENTIFICATION RESERVED
506 CHAPTER 35 ELECTRICAL DEFINITIONS RESERVED
508 CHAPTER 36 SERVICES RESERVED
510 CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS RESERVED
512 CHAPTER 38 WIRING METHODS RESERVED
514 CHAPTER 39 POWER AND LIGHTING DISTRIBUTION RESERVED
516 CHAPTER 40 DEVICES AND LUMINAIRES RESERVED
518 CHAPTER 41 SWIMMING POOLS
SECTION R4101 PRIVATE SWIMMING POOLS
526 CHAPTER 42 SWIMMING POOLS RESERVED (See Chapter 41)
528 PART IX – REFERENCED STANDARDS
CHAPTER 43 REFERENCED STANDARDS
AA
AAF
AAMA
529 ACCA
ACI
ADC
530 AFPA
AHA
AISC
AISI
531 AITC
ANSI
532 APA
533 APSP
ASCE/SEI
ASHRAE
ASME
535 ASSE
ASTM
545 AWPA
AWS
AWWA
CGSB
546 CISPI
CPA
CPSC
CSA
547 CSSB
DASMA
548 DHS/FEMA
DOC/NIST
DOL/OSHA
DOT
FLORIDA CODES
550 FM
FRSA
FS
GA
HPVA
551 ICC
ISO
MAF
MSS
NAAMM
NAIMA
552 NCMA
NFPA
NRCA
NSF
553 PCA
RMI/SMA
RCSC
SDI
554 SDI
SJI
SMACNA
SPRI
SSPC
STI
555 TECO
TMS
TPI
UL
556 ULC
WDMA
557 WPPC
WQA
558 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
559 SECTION R4402.2 HIGH-VELOCITY HURRICANE ZONES —DEFINITIONS
561 SECTION R4402.3 HIGH-VELOCITY HURRICANE ZONES —WEATHER PROTECTION
562 SECTION R4402.4 HIGH-VELOCITY HURRICANE ZONES —PERFORMANCE REQUIREMENTS
563 TABLE R4402.4.2 MINIMUM SLOPE
SECTION R4402.5 HIGH-VELOCITY HURRICANE ZONES —FIRE CLASSIFICATION
564 SECTION R4402.6 HIGH-VELOCITY HURRICANE ZONES —MATERIALS
SECTION R4402.7 HIGH-VELOCITY HURRICANE ZONES —ROOF COVERINGS WITH SLOPES 2:12 OR GREATER
567 SECTION R4402.8 HIGH-VELOCITY HURRICANE ZONES — ROOF COVERINGS WITH SLOPES LESS THAN 2:12
TABLE R4402.8.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA
TABLE R4402.8.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA
569 SECTION R4402.9 HIGH-VELOCITY HURRICANE ZONES —ROOF INSULATION
570 SECTION R4402.10 HIGH-VELOCITY HURRICANE ZONES —REROOFING
571 SECTION R4402.11 HIGH-VELOCITY HURRICANE ZONES — ROOFTOP STRUCTURES AND COMPONENTS
572 TABLE R4402.11.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
SECTION R4402.12 HIGH-VELOCITY HURRICANE ZONES — TESTING
575 SECTION R4402.13 HIGH-VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
577 SECTION R4402.14 HIGH-VELOCITY HURRICANE ZONES-UNIFORM PERMIT APPLICATION
582 SECTION R4403 HIGH-VELOCITY HURRICANE ZONES—GENERAL
SECTION R4403.2 HIGH-VELOCITY HURRICANE ZONES—DEFLECTION
SECTION R4403.3 HIGH-VELOCITY HURRICANE ZONES—VOLUME CHANGES
SECTION R4403.4 HIGH-VELOCITY HURRICANE ZONES—MINIMUM LOADS
583 SECTION R4403.5 HIGH-VELOCITY HURRICANE ZONES —ROOF LIVE LOADS
SECTION R4403.6 HIGH-VELOCITY HURRICANE ZONES —ROOF DRAINAGE
FIGURE R4403.6.3 REQUIRED AREA OF OVERFLOW SCUPPERS
SECTION R4403.7 HIGH-VELOCITY HURRICANE ZONES —SPECIAL LOAD CONSIDERATIONS
585 SECTION R4403.8 HIGH-VELOCITY HURRICANE ZONES — LIVE LOAD REDUCTIONS
SECTION R4403.9 HIGH-VELOCITY HURRICANE ZONES —WIND LOADS
SECTION R4403.10 HIGH VELOCITY HURRICANE ZONES —OVERTURNING MOMENT AND UPLIFT
586 SECTION R4403.11 HIGH VELOCITY HURRICANE ZONES —SUNROOMS
SECTION R4403.12 HIGH-VELOCITY HURRICANE ZONES — SCREEN ENCLOSURES
SECTION R4403.13 HIGH VELOCITY HURRICANE ZONES—FLOOD RESISTANCE
SECTION R4403.14 HIGH-VELOCITY HURRICANE ZONES—FOUNDATION DESIGN
587 SECTION R4403.15 HIGH-VELOCITY HURRICANE ZONES—LOAD TESTS
TABLE R4403.15.4 FATIGUE LOADING SEQUENCE
SECTION R4403.16 HIGH-VELOCITY HURRICANE ZONES—IMPACT TESTS FOR WIND-BORNE DEBRIS
589 TABLE R4403.16 CYCLIC WIND PRESSURE LOADING
590 SECTION R4404 HIGH-VELOCITY HURRICANE ZONES—FOUNDATIONS AND RETAINING WALLS
SECTION R4404.2 HIGH-VELOCITY HURRICANE ZONES—BEARING CAPACITY OF SOIL
SECTION R4404.3 HIGH-VELOCITY HURRICANE ZONES—SOIL BEARING FOUNDATIONS
592 TABLE R4404.3.6 ALLOWABLE LATERAL PRESSURE
SECTION R4404.4 HIGH-VELOCITY HURRICANE ZONES —CONCRETE SLABS ON FILL
593 SECTION R4404.5 HIGH-VELOCITY HURRICANE ZONES —MONOLITHIC FOOTINGS
594 SECTION R4404.6 HIGH-VELOCITY HURRICANE ZONES—PILE FOUNDATIONS
595 TABLE R4404.7
596 SECTION R4404.7 HIGH-VELOCITY HURRICANE ZONES —WOOD PILES
SECTION R4404.8 HIGH-VELOCITY HURRICANE ZONES —PRECAST CONCRETE PILES
TABLE R4404.8
597 SECTION R4404.9 HIGH-VELOCITY HURRICANE ZONES—PRESTRESSED PRECAST CONCRETE PILES
SECTION R4404.10 HIGH-VELOCITY HURRICANE ZONES—CAST-IN-PLACE
SECTION R4404.11 HIGH-VELOCITY HURRICANE ZONES—ROLLED STRUCTURAL SHAPES
598 SECTION R4404.12 HIGH-VELOCITY HURRICANE ZONES—SPECIAL PILES OR SPECIAL CONDITIONS
SECTION R4404.13 HIGH-VELOCITY HURRICANE ZONES—LOAD TESTS ON PILES
SECTION R4404.14 HIGH-VELOCITY HURRICANE ZONES—FOUNDATION WALLS AND GRADE BEAMS
SECTION R4404.15 HIGH-VELOCITY HURRICANE ZONES—GRADES UNDER BUILDINGS
599 SECTION R4404.16 HIGH-VELOCITY HURRICANE ZONES—RETAINING WALLS
SECTION R4404.17 HIGH-VELOCITY HURRICANE ZONES—SEAWALLS AND BULKHEADS
SECTION R4404.18 HIGH-VELOCITY HURRICANE ZONES —SOIL IMPROVEMENT
600 SECTION R4405 HIGH-VELOCITY HURRICANE ZONES—CONCRETE
SECTION R4405.2 HIGH-VELOCITY HURRICANE ZONES—STANDARDS
SECTION R4405.3 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS
SECTION R4405.4 HIGH-VELOCITY HURRICANE ZONES—MATERIALS
602 SECTION R4405.5 HIGH VELOCITY HURRICANE ZONES—CONCRETE QUALITY
603 SECTION R4405.6 HIGH-VELOCITY HURRICANE ZONES—MIXING AND PLACING CONCRETE
604 SECTION R4405.7 HIGH-VELOCITY HURRICANE ZONES—FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
605 SECTION R4405.8 HIGH-VELOCITY HURRICANE ZONES—DETAILS OF REINFORCEMENT
607 SECTION R4405.9 HIGH-VELOCITY HURRICANE ZONES—PRECAST CONCRETE UNITS
608 SECTION R4405.10 HIGH-VELOCITY HURRICANE ZONES—PRESTRESSED CONCRETE
610 SECTION R4405.11 HIGH-VELOCITY HURRICANE ZONES—PNEUMATICALLY PLACED CONCRETE (SHOTCRETE)
611 SECTION R4405.12 HIGH-VELOCITY HURRICANE ZONES—LIGHTWEIGHT INSULATING CONCRETE FILL
612 SECTION 4406 HIGH-VELOCITY HURRICANE ZONES—LIGHT METAL ALLOYS
614 SECTION 4407 HIGH-VELOCITY HURRICANE ZONES—MASONRY
SECTION R4407.2 HIGH-VELOCITY HURRICANE ZONES—QUALITY, TESTS, AND APPROVALS
616 SECTION R4407.3 HIGH-VELOCITY HURRICANE ZONES—ALLOWABLE UNIT STRESSES IN UNIT MASONRY
SECTION R4407.4 HIGH-VELOCITY HURRICANE ZONES—CONSTRUCTION DETAILS
621 SECTION R4407.5 HIGH-VELOCITY HURRICANE ZONES—REINFORCED UNIT MASONRY
622 SECTION R4408 HIGH-VELOCITY HURRICANE ZONES—STEEL
624 SECTION R4408.2 HIGH-VELOCITY HURRICANE ZONES—MATERIAL
SECTION R4408.3 HIGH-VELOCITY HURRICANE ZONES—DESIGN LOADS
SECTION R4408.4 HIGH-VELOCITY HURRICANE ZONES—MINIMUM THICKNESS OF MATERIAL
SECTION R4408.5 HIGH-VELOCITY HURRICANE ZONES—CONNECTIONS
SECTION R4408.6 HIGH-VELOCITY HURRICANE ZONES—TUBULAR COLUMNS
SECTION R4408.7 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF METAL
625 SECTION R4408.8 HIGH-VELOCITY HURRICANE ZONES—OPEN WEB STEEL JOISTS
626 SECTION R4408.9 HIGH VELOCITY HURRICANE ZONES—COLD-FORMED STEEL CONSTRUCTION
627 SECTION R4408.10 HIGH-VELOCITY HURRICANE ZONES—PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS(PREENGINEERED STRUCTURES)
628 TABLE R4408.11 CHAIN LINK FENCE MINIMUM REQUIREMENTS
629 SECTION R4408.11 HIGH-VELOCITY HURRICANE ZONES—CHAIN LINK FENCES
SECTION R4409 HIGH-VELOCITY HURRICANE ZONES—WOOD
631 SECTION R4409.2 HIGH-VELOCITY HURRICANE ZONES—QUALITY
632 TABLE R4409.2.4.2 MINIMUM GRADE REQUIREMENTS: BOARD GRADES
SECTION R4409.3 RESERVED
SECTION R4409.4 HIGH-VELOCITY HURRICANE ZONES—UNIT STRESSES
SECTION R4409.5 HIGH-VELOCITY HURRICANE ZONES—VERTICAL FRAMING
634 SECTION R4409.6 HIGH-VELOCITY HURRICANE ZONES—HORIZONTAL FRAMING
639 SECTION R4409.7 HIGH-VELOCITY HURRICANE ZONES —FIRESTOPS
640 SECTION R4409.8 HIGH-VELOCITY HURRICANE ZONES—ANCHORAGE
SECTION R4409.9 HIGH-VELOCITY HURRICANE ZONES—SHEATHING
641 TABLE R4409.9.1.6 PLYWOOD SUBFLOOR1
TABLE R4409.9.1.13 ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT1 (SINGLE FLOOR PANELS)
642 TABLE R4409.9.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1
643 SECTION R4409.10 HIGH-VELOCITY HURRICANE ZONES—FURRING
SECTION R4409.11 HIGH-VELOCITY HURRICANE ZONES—CONNECTORS
SECTION R4409.12 HIGH-VELOCITY HURRICANE ZONES—WOOD SUPPORTING MASONRY
644 SECTION R4409.13 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF WOOD
TABLE R4409.13.1 NAIL CONNECTION FOR WOOD MEMBERS
646 SECTION R4409.14 HIGH-VELOCITY HURRICANE ZONES—FIRE-RETARDANT WOOD
SECTION R4409.15 HIGH-VELOCITY HURRICANE ZONES—WOOD FENCES
647 SECTION R4409.16 HIGH-VELOCITY HURRICANE ZONES—FIRE-RETARDANT-TREATED SHAKES ANDSHINGLES
SECTION R4409.17 HIGH-VELOCITY HURRICANE ZONES—WOOD BLOCKING
SECTION R4410 HIGH-VELOCITY HURRICANE ZONES—GLASS AND GLAZING
648 SECTION R4410.2 HIGH-VELOCITY HURRICANE ZONES—WINDOWS, DOORS, GLASS AND GLAZING
652 SECTION R4410.3 HIGH-VELOCITY HURRICANE ZONES—GLASS VENEER
SECTION R4410.4 HIGH-VELOCITY HURRICANE ZONES—STORM SHUTTERS/EXTERNAL PROTECTIVE DEVICES
653 SECTION R4410.5 HIGH-VELOCITY HURRICANE ZONES—CURTAIN WALLS
SECTION R4410.6 HIGH-VELOCITY HURRICANE ZONES—STRUCTURAL GLAZING SYSTEMS
654 SECTION R4411 HIGH-VELOCITY HURRICANE ZONES —GYPSUM BOARD AND PLASTER
655 TABLE R4411.1.3.2 WEIGHTS OF METAL AND WIRE LATH
656 TABLE R4411.1.5.2 SPANS AND SPACING OF MAIN RUNNERS
TABLE R4411.1.5.3 SIZES OF CROSS FURRING IN SUSPENDED AND FURRED CEILINGS
TABLE R4411.1.5.4 HANGERS SUPPORTING SUSPENDED CEILINGS
SECTION R4411.2 HIGH VELOCITY HURRICANE ZONES–PLASTER
TABLE R4411.2.1.5 REQUIRED THICKNESS OF INTERIOR PLASTER
657 TABLE R4411.2.3.1.1 GYPSUM AND HARDWALL PLASTER
658 SECTION R4411.3 HIGH-VELOCITY HURRICANE ZONES — STUCCO
659 SECTION R4411.4 HIGH-VELOCITY HURRICANE ZONES—GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS
660 SECTION R4411.5 HIGH-VELOCITY HURRICANE ZONES—SUSPENDED AND FURRED CEILINGS
SECTION R4411.6 HIGH-VELOCITY HURRICANE ZONES—ASBESTOS
SECTION R4411.7 HIGH-VELOCITY HURRICANE ZONES—TILE
661 SECTION R4412 HIGH-VELOCITY HURRICANE ZONES—PLASTICS
663 TABLE R4412.1.4.3.1.3 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR PLASTIC WALL PANELS IN NONFIRE-RATED WALLS
664 TABLE R4412.1.4.4.4 AREA LIMITATIONS FOR ROOF PANELS
665 SECTION R4413 HIGH-VELOCITY HURRICANE ZONES—STORM DRAINAGE
666 TABLE R4413.1.6 FITTINGS FOR CHANGE IN DIRECTION
SECTION R4413.2 HIGH VELOCITY HURRICANE ZONES—MATERIALS
TABLE R4413.2.2 ABOVE-GROUND DRAINAGE AND VENT PIPE
TABLE R4413.2.3 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
667 TABLE R4413.2.4 BUILDING STORM SEWER PIPE
TABLE R4413.2.5 SUBSOIL DRAIN PIPE
TABLE R4413.2.7 PIPE FITTINGS
SECTION R4413.3 RESERVED
SECTION R4413.4 HIGH-VELOCITY HURRICANE ZONES—CONDUCTORS AND CONNECTIONS
SECTION R4413.5 HIGH-VELOCITY HURRICANE ZONES—ROOF DRAINS
668 SECTION R4413.6 HIGH VELOCITY HURRICANE ZONES—SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS
SECTION R4413.7 HIGH-VELOCITY HURRICANE ZONES—SECONDARY (EMERGENCY) ROOF DRAINS
669 FIGURE R4413.6.1 100-YEAR, 1-HOUR RAINFALL (inches)EASTERN UNITED STATES
670 TABLE R4413.6.2 SIZE OF VERTICAL CONDUCTORS AND LEADERS
TABLE R4413.6.3 SIZE OF HORIZONTAL STORM DRAINAGE PIPING
671 TABLE R4416.6.6 SIZE OF SEMICIRCULAR ROOF GUTTERS
TABLE R4413.7 SIZING SCUPPERS FOR A 5 INCHES PER HOUR RATE OF RAINFALL
672 APPENDIX A SIZING AND CAPACITIES OF GAS PIPING
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTION OF TABLES
673 TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
674 TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
675 TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1) THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60
A.3 USE OF CAPACITY TABLES
677 TABLE A.3.4 THOUSANDS OF Btu/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE ATVARIOUS PRESSURE DROPS AND PIPE DIAMETERS
A.4 USE OF SIZING EQUATIONS
A.5 PIPE AND TUBE DIAMETERS
678 TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
A.6 USE OF SIZING CHARTS
679 FIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC)
FIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above)
680 A.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM
681 FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
682 FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
684 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 SERVINGA SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR
685 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-WALLMETAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCESWITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
686 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
687 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
688 FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
689 EXAMPLES USING COMMON VENTING TABLES
FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFTHOOD-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
691 TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
692 FIGURE B-19
694 APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFTAND DIRECT-VENT VENTING SYSTEMS
FIGURE C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
696 APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION RESERVED
698 APPENDIX E CHAPTER 9B-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS
699 INTRODUCTION
PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS
FOREWORD
700 CHAPTER E1 ADMINISTRATION
CHAPTER E2 DEFINITIONS
701 CHAPTER E3 TESTING
CHAPTER E4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
702 CHAPTER E5 ENGINEERED SYSTEMS
703 CHAPTER E6 SOIL DEPRESSURIZATION SYSTEMS
706 APPENDIX F CHAPTER 9B-52 FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION
707 CHAPTER F1 GENERAL
CHAPTER F2 DEFINITIONS
708 CHAPTER F3 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
714 APPENDIX G SWIMMING POOLS, SPAS AND HOT TUBSRESERVED
716 APPENDIX H PATIO COVERS RESERVED
718 APPENDIX I PRIVATE SEWAGE DISPOSAL RESERVED
720 APPENDIX J EXISTING BUILDINGS AND STRUCTURES RESERVED
722 APPENDIX K SOUND TRANSMISSIONRESERVED
724 APPENDIX L PERMIT FEES RESERVED
726 APPENDIX M HOME DAY CARE—R-3 OCCUPANCY RESERVED
728 APPENDIX N VENTING METHODS RESERVED
730 APPENDIX O GRAY WATER RECYCLING SYSTEMS
SECTION AO101 GENERAL
731 FIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION
SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS
SECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS RESERVED
732 APPENDIX P SIZING OF WATER PIPING SYSTEM RESERVED
734 APPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS-REFERENCERESERVED
736 INDEX
748 FLORIDA BUILDING CODE 2010 BUILDING CHAPTER 1
750 CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1—SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
752 PART 2— ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL
753 SECTION 105 PERMITS
756 SECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS
760 SECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES
SECTION 110 INSPECTIONS
763 SECTION 111 CERTIFICATE OF OCCUPANCY
764 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
766 HELPFUL CODE TOOLS FROM ICC

Related products

FL ResidentialCode 2010
$62.29