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FL Residential 07 2007

FL Residential 07 2007

$55.93

Florida Building Code – Residential

Published By Publication Date Number of Pages
FL 2007 884
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This is a fully integrated code based on the 2006 International Residential Code. 

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PDF Pages PDF Title
1 2007 FLORIDA BUILDING CODE: RESIDENTIAL
2 COPYRIGHT
3 PREFACE
5 TABLE OF CONTENTS
13 PART I — ADMINISTRATIVE
CHAPTER 1 ADMINISTRATION
SECTION R101 TITLE, SCOPE AND PURPOSE
SECTION R102 APPLICABILITY
SECTION R103 DEPARTMENT OF BUILDING SAFETY
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
SECTION R105 PERMITS
SECTION R106 CONSTRUCTION DOCUMENTS
SECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES
SECTION R109 INSPECTIONS
SECTION R110 CERTIFICATE OF OCCUPANCY
SECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS
SECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER
15 PART II DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS
29 PART III — BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
30 TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)
31 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
32 FIGURE R301.2(1) ISOLINES OF THE 971/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F)
33 TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
34 TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa
35 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
36 FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE
37 WIND-BORNE DEBRIS REGION
38 FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
39 FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa,b,c
40 FIGURE R301.3 COMPONENT AND CLADDING PRESSURE ZONES
41 SECTION R302 EXTERIOR WALL LOCATION
TABLE R302.1 EXTERIOR WALLS
SECTION R303 LIGHT, VENTILATION AND HEATING
42 SECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
43 SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING
44 FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
TABLE R308.3 MINIMUM CATEGORY CLASSIFICATION OF GLAZING
46 SECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
47 SECTION R311 MEANS OF EGRESS
49 SECTION R312 GUARDS
SECTION R313 SMOKE ALARMS
50 SECTION R314 FOAM PLASTIC
51 SECTION R315 FLAME SPREAD AND SMOKE DENSITY
52 SECTION R316 INSULATION
SECTION R317 DWELLING UNIT SEPARATION
54 SECTION R318 MOISTURE VAPOR RETARDERS
SECTION R319 PROTECTION AGAINST DECAY
55 SECTION R320 PROTECTION AGAINST TERMITES
57 SECTION R321 SITE ADDRESS
SECTION R322 ACCESSIBILITY
SECTION R323 RESISTANT CONSTRUCTION
SECTION R324 FIRE PROTECTION
SECTION R325 AIRPORT NOISE
59 CHAPTER 4 FOUNDATIONS
SECTION R401GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD–BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS
60 TABLE R401.1 FOUNDATION UPLIFT LIGHT STEEL AND WOOD FRAME BUILDINGS IN EXPOSURE B (plf)5,6
61 TABLE R401.1 (CONTINUED) FOUNDATION UPLIFT LIGHT STEEL AND WOOD FRAME BUILDINGS IN EXPOSURE C (plf)5,6
62 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS
TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (INCHES)a
63 FIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
64 FIGURE R403.1(1)—(CONTINUED)
65 FIGURE R403.1(1)—(CONTINUED)
66 FIGURE R403.1(1)—(CONTINUED)
67 FIGURE R403.1(1)—(CONTINUED)
68 FIGURE R403.1(1)—(CONTINUED)
69 FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
70 FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
71 TABLE R403.1.1 FOUNDATION UPLIFT DESIGN DETAILS
FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
72 SECTION R404 FOUNDATION AND RETAINING WALLS
73 TABLE R404.1(1) TOP REACTIONS AND PRESCRIPTIVE SUPPORT FOR FOUNDATION WALLSa
74 TABLE R404.1(2) MAXIMUM PLATE ANCHOR-BOLT SPACING FOR SUPPORTED FOUNDATION WALLa
TABLE R404.1(3) MAXIMUM ASPECT RATIO, L/W FOR UNBALANCED FOUNDATIONS
75 TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS
76 TABLE R404.1.1(2) INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa
77 TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa
78 TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa
79 TABLE R404.1.1(5) CONCRETE FOUNDATION WALLSh, i, j, k
80 TABLE R404.1.1(5)—(CONTINUED) CONCRETE FOUNDATION WALLSh, I, j, k
81 FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
82 TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 PCF EQUIVALENT-FLUID WEIGHT SOIL PRESSURE)
83 TABLE R404.4(1) 5.5-INCH THICK FLAT ICF FOUNDATION WALLSa, b, c, d
84 TABLE R404.4(2) 7.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e
85 TABLE R404.4(3) 9.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e
86 TABLE R404.4(4) WAFFLE GRID ICF FOUNDATION WALLSa, b, c, d, e
87 TABLE R404.4(5) SCREEN-GRID ICF FOUNDATION WALLSa, b c, d, e
SECTION R405 FOUNDATION DRAINAGE
88 TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
SECTION R406 FOUNDATION WATERPROOFINGAND DAMPPROOFING
89 SECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE
91 CHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING
93 FIGURE R502.2 FLOOR CONSTRUCTION
94 TABLE R502.2.3(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 psf, L/Δ = 360)a
95 TABLE R502.2.3(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 PSF, L/ = 360)b
96 TABLE R502.2.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (FLOOR LIVE LOAD 40 psf, ROOF LIVE LOAD =20 psf)
TABLE R502.2.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f
97 TABLE R502.2.5 (1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIRB AND REQUIRED NUMBER OF JACK STUDS)
98 TABLE R502.2.5(1) (CONTINUED) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIRB AND REQUIRED NUMBER OF JACK STUDS)
99 TABLE R502.2.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIRb AND REQUIRED NUMBER OF JACK STUDS)
100 FIGURE R502.2.8 CUTTING, NOTCHING AND DRILLING
101 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
SECTION R504 PRESSURE-PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND)
102 TABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c
103 SECTION R505 STEEL FLOOR FRAMING
104 TABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
TABLE R505.2.4 SCREW SUBSTITUTION FACTOR
105 FIGURE R505.2(3) FLOOR JOIST WEB HOLES
106 FIGURE R505.3 STEEL FLOOR CONSTRUCTION
107 FIGURE R505.3— (CONTINUED) STEEL FLOOR CONSTRUCTION
108 TABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS a,b
TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
SECTION R506 CONCRETE FLOORS (ON GROUND)
109 FIGURE R505.3.1(1) FLOOR TO LOAD-BEARING WALL STUD CONNECTION
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION
110 FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION
111 FIGURE R505.3.1(5) FLOOR CANTILEVER TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) FLOOR CANTILEVER TO FOUNDATION CONNECTION
112 FIGURE R505.3.1(7) CONTINUOUS JOIST SPAN SUPPORTED ON STUD
FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON STUD
113 TABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—SINGLE SPANSa, b 33 ksi STEEL
114 FIGURE R505.3.4 BEARING STIFFENER
115 TABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b 33 ksi STEEL
FIGURE R505.3.6 HOLE PATCH
116 TABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS—MULTIPLE SPANSa, b 50 ksi STEEL
FIGURE R505.3.8 TRACK SPLICE
117 CHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING
120 TABLE R602.2(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
121 TABLE R602.2(1)—(CONTINUED) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
122 TABLE R602.2(2) ALTERNATE ATTACHMENTS
123 TABLE R602.2(3) WOOD STRUCTURAL PANEL WALL SHEATHING
TABLE R602.2(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
TABLE R602.2(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa
124 FIGURE R602.2(1) TYPICAL WALL, FLOOR AND ROOF FRAMING
125 FIGURE R602.2(2) FRAMING DETAILS
126 TABLE R602.2.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF LESS THAN 100 MPHb,c
127 TABLE R602.2.1–(CONTINUED) MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF LESS THAN 100 MPH
128 FIGURE R602.2.7(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS
129 FIGURE R602.2.7(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
FIGURE R602.2.7.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
130 TABLE R602.1.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.1.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION
131 TABLE R602.2.10.1 WALL BRACING
132 TABLE R602.2.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa,b
FIGURE R602.2.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING
133 TABLE R602.2.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS
134 FIGURE R602.2.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
135 SECTION R603 STEEL WALL FRAMING
136 TABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS
137 FIGURE R603.2(1) C-SECTION
FIGURE R603.2(2) TRACK SECTION
138 FIGURE R603.2(3) WEB HOLES
TABLE R603.2.4 SCREW SUBSTITUTION FACTOR
139 FIGURE R603.3 STEEL WALL CONSTRUCTION
TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b,c
140 FIGURE R603.3.1(1) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(2) WALL TO WOOD SILL CONNECTION
141 TABLE R603.3.2(1) WALL FASTENING SCHEDULEa
TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
142 TABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
143 TABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
144 TABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
145 TABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
146 TABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
147 TABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
148 TABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
149 TABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL
150 TABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL
151 TABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
152 TABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
153 TABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
154 TABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
155 TABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
156 TABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
157 TABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
158 TABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
159 TABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL
160 TABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL
161 FIGURE R603.3.5 HOLE PATCH
162 FIGURE R603.3.6 TRACK SPLICE
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
163 FIGURE R603.4 CORNER FRAMING
SECTION R606 GENERAL MASONRY CONSTRUCTION
164 FIGURE R603.6 HEADER DETAIL
165 TABLE R603.6(1) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING ONLY (33 ksi STEEL)a,b,c
TABLE R603.6(2) BOX-BEAM HEADER SPANS RESERVED
166 TABLE R603.6(3) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 ksi STEEL)a, b, c
TABLE R603.6(4) BOX-BEAM HEADER SPANS RESERVED
167 TABLE R603.6(5) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING ONLY (33 ksi STEEL)a, b, c
TABLE R603.6(6) BACK-TO-BACK HEADER SPANS RESERVED
168 TABLE R603.6(7) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 ksi STEEL) a, b, c
TABLE R603.6(8) BACK-TO-BACK HEADER SPANS RESERVED
169 TABLE R603.6(9) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.6(10) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d
TABLE R603.6(11) HEAD TRACK SPAN (33 ksi STEEL)
170 TABLE R603.7 MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b,c,d,e
171 TABLE 606.8 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS RESERVED
FIGURE R606.10(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF RESERVED
FIGURE R606.10(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C RESERVED
FIGURE R606.10(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUTION IN SEISMIC DESIGN CATEGORY D1 OR D2 RESERVED
TABLE R606.11.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D1 RESERVED
TABLE R606.11.4.1 MINIMUM CORROSION PROTECTION RESERVED
TABLE R606.11.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DEISGN CATEGORY D2 RESERVED
TABLE R606.9.2 LAP SPLICE LENGTHS
172 FIGURE R606.9.9A CONTINUITY OF REINFORCEMENT ONE STORY MASONRY WALL
173 FIGURE R606.9.9B CONTINUITY OF FIRST AND SECOND FLOOR VERTICAL WALL REINFORCEMENT
174 TABLE R606.9.10.1 MINIMUM CORROSION PROTECTION
TABLE R607.1 MORTAR PROPORTIONSa,b
175 SECTION R607 UNIT MASONRY
SECTION R608 MULTIPLE WYTHE MASONRY
176 SECTION R609 GROUTED MASONRY
TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
177 TABLE R609.2.2C BOND BEAM AREA OF STEEL PROVIDED IN2/FT
178 FIGURE R609.2.4 CORNER CONTINUITY OF BOND BEAM AND WALL REINFORCEMENT
FIGURE R609.2.5 CHANGES IN BOND BEAM HEIGHT
179 TABLE R609.2.2A-1 GRADE 60 EXPOSURE B ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
180 TABLE R609.2.2A-2 GRADE 60 ROOF EXPOSURE C DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
181 TABLE R609.2.2A-3 GRADE 40 EXPOSURE B ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
182 TABLE R609.2.2A-4 GRADE 40 EXPOSURE C ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2
183 TABLE R609.2.2B-1 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
184 TABLE R609.2.2B-2 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
185 TABLE R609.2.2B-3 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
186 TABLE R609.2.2B-4 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2
187 TABLE R609.2.2B-5 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
188 TABLE R609.2.2B-6 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
189 TABLE R609.2.2B-7 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
190 TABLE R609.2.2B-8 GRADE 40 AREA BOND BEAM/LINTEL UPLIFT STEEL DESIGN
191 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.)
192 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.)
193 TABLE R609.3.3A-3 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS (5/8 IN.)
194 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.)
195 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
196 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
197 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
198 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
199 TABLE R609.4A WOOD GABLE BRACE NAILING
TABLE R609.4B WOOD GABLE STUD CONNECTOR LOADS
200 FIGURE R609.4 GABLE END BRACING FOR MASONRY WALLS NOT CONTINUOUS TO THE ROOF DIAPHRAGM
201 FIGURE R609.4.1 CONTINUOUS GABLE ENDWALL REINFORCEMENT ONE AND MULTISTORY
202 FIGURE R609.4.5 GABLE OVERHANG
203 TABLE R609.4.4 ANCHOR BOLT SPACING FOR ATTACHING2 4 MINIMUM WOOD NAILER TO RAKE BEAM
204 TABLE R609.5.1A GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE 23°
205 TABLE R609.5.1B GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE 30°
206 TABLE R609.5.1C GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE 45°
207 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°
208 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°
209 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°
210 TABLE R609.5.1G GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1, 2, 3, 5 ROOF ANGLE 23°
211 TABLE R609.5.1H GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT1, 2, 3, 6 ROOF ANGLE 23°
212 TABLE R609.5.1I GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1, 2, 3, 5 ROOF ANGLE 30°
213 TABLE R609.5.1J GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT1, 2, 3, 6 ROOF ANGLE 30°
214 TABLE R609.5.1K GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1, 2, 3, 5 ROOF ANGLE 45°
215 TABLE R609.5.1L GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT1, 2, 3, 6 ROOF ANGLE 45°
216 TABLE R609.5.1M GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 5 ROOF ANGLE 23°
217 TABLE R609.5.1N GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 6 ROOF ANGLE 23°
218 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°
219 TABLE R609.5.1P GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 6 ROOF ANGLE 30°
220 TABLE R609.5.1Q GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 5 ROOF ANGLE 45°
221 TABLE R609.5.1R GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 6 ROOF ANGLE 45°
222 TABLE R609.5.1S SHEARWALL LENGTH ADJUSTMENT FACTOR GRADE 40 STEEL
TABLE R609.5.3A TOTAL SHEAR AT TOP OF TOP STORY WALL1,2
223 TABLE R609.5.3B TRANSVERSE CONNECTOR LOAD (F2)1, 2
FIGURE R609.5.3 TYPICAL ROOF TO WALL CONNECTIONS
224 TABLE R609.5.4 END WALL ROOF SHEAR PER FOOT OF BUILDING LENGTH
225 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 BUILDINGS1, 3, 4
226 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 SYSTEM3, 4, 5
227 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 SYSTEM3, 4, 5
228 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
229 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
230 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
231 TABLE R609.6.3.2(1) COMBINED BOND BEAM/LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS
232 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
233 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
234 SECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
235 SECTION R611 INSULATING CONCRETE FORMWALL CONSTRUCTION
236 TABLE R611.2 REQUIREMENTS FOR ICF WALLSb
FIGURE R611.3 FLAT ICF WALL SYSTEM
TABLE R611.3(1) DESIGN WIND PRESSURE FOR USE WITH TABLES R611.3(2), R611.4(1), AND R611.5 FOR ABOVE GRADE WALLSa
237 TABLE R611.3(2) MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLSa,b,c,d
FIGURE R611.4 WAFFLE-GRID ICF WALL SYSTEM
238 TABLE R611.4(1) MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLSa, b, c
239 FIGURE R611.5 SCREEN-GRID IFC WALL SYSTEM
TABLE R611.5 MINIMUM VERTICAL WALL REINFORCEMENT FOR SCREEN-GRID ICF ABOVE-GRADE WALLSa,b,c
240 TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS
242 TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,c,d,f NO. 4 BOTTOM BAR SIZE
243 TABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS a,b,c,d,f NO. 5 BOTTOM BAR SIZE
244 TABLE R611.7(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d,f NO. 4 BOTTOM BAR SIZE
245 TABLE R611.7(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d,f NO. 5 BOTTOM BAR SIZE
246 TABLE R611.7(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa,b,c,d,e,f NO. 4 BOTTOM BAR SIZE
TABLE R611.7(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa,b,c,d,e,f NO. 5 BOTTOM BAR SIZE
247 TABLE R611.7(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS WITHOUT STIRRUPS IN LOAD-BEARING WALLSa,b,c,d,e,f,g,h(NO. 4 OR NO. 5) BOTTOM BAR SIZE
248 TABLE R611.7(9) MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLSa,b,c,d,e,f,h
249 TABLE R611.7(9A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE)a,b,c
250 TABLE R611.7(9B) MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE) a, b, c, d
251 TABLE R611.7(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NON-LOAD-BEARING WALLS WITHOUT STIRRUPSa, b, c, d NO. 4 BOTTOM BAR
252 TABLE R611.7(10A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a,b,c
253 TABLE R611.7(10A)—continued MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a,b,c
TABLE R611.7(10B) MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR 6-INCH WAFFLE AND SCREEN-GRID ICF WALLS (WIND PARALLEL TO RIDGE)a,b,c,d
254 FIGURE R611.7(1) ICF WALL CONSTRUCTION
FIGURE R611.7(2) REINFORCEMENT OF OPENINGS
255 FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS
FIGURE R611.7(4) SINGLE FORM HEIGHT WAFFLE-GRID LINTEL
256 FIGURE R611.7(5) DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL
FIGURE R611.7(6) SINGLE FORM HEIGHT SCREEN-GRID LINTEL
257 FIGURE R611.7(7) DOUBLE FORM HEIGHT SCREEN-GRID LINTEL
FIGURE R611.7.1.4 LAP SPLICES
258 FIGURE R611.7.4 MINIMUM SOLID WALL LENGTH
259 TABLE R611.7.4 WIND VELOCITY PRESSURE FOR DETERMINATION OF MINIMUM SOLID WALL LENGTHa
SECTION R612 CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION
SECTION R613 EXTERIOR WINDOWS AND DOOR ASSEMBLIES
260 TABLE R611.8(1) FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTSa,b,c
FIGURE R611.8(1) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL
261 FIGURE R611.8(2) FLOOR LEDGER—ICF WALL CONNECTION (SIDE-BEARING CONNECTION)
FIGURE R611.8(3) FLOOR LEDGER—ICF WALL CONNECTION (LEDGE-BEARING CONNECTION)
262 FIGURE R611.8(4) WOOD FLOOR LEDGER—ICF WALL SYSTEM CONNECTION (THROUGH-BOLT SIDE-BEARING CONNECTION)
FIGURE R611.8(5) FLOOR LEDGER—ICF WALL CONNECTION (THROUGH-BOLT-LEDGE-BEARING CONNECTION)
263 FIGURE R611.8(6) ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES AND ALL BUILDINGS FOR FLOOR FRAMING PARALLEL TO WALL
FIGURE R611.8(7) ANCHORAGE REQUIREMENTS FOR LEDGER BEARING WALLS FOR TOWNHOUSES AND ALL BUILDINGS FOR FLOOR FRAMING PARALLEL TO WALL
264 TABLE R611.9 DESIGN TENSILE STRENGTH OF HEADED BOLTS CAST IN CONCRETEa
FIGURE R611.9 ROOF SILL PLATE—ICF WALL CONNECTION
267 TABLE R613.4 MINIMUM TEST SIZES, INCLUDING FRAMING
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 PRESCRIPTIVE REQUIREMENTS FOR WINDOW INSTALLATION IN WOOD FRAME CONSTRUCTION
273 CHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER
274 TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) PORTLAND CEMENT PLASTER
275 TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD
276 TABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING
278 TABLE R703.3.3(1) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING ATTACHMENT EXPOSURE CATEGORY B
279 TABLE R703.3.3(2) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING ATTACHMENT EXPOSURE CATEGORY C
280 TABLE R703.3.3(3) SPECIFIC GRAVITIES OF SOLID SAWN LUMBER
281 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
282 TABLE R703.4 WEATHER–RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
283 TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSA,B,C (DIMENSIONS ARE IN INCHES)
285 FIGURE R703.7 MASONRY VENEER WALL DETAILS
286 FIGURE R703.7—(CONTINUED) MASONRY VENEER WALL DETAILS
287 FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
288 TABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c
289 TABLE R703.13 MINIMUM THICKNESS OF WEATHER COVERINGS
290 TABLE R703.13 MINIMUM THICKNESS OF WEATHER COVERINGS – (CONTINUED)
SECTION R704 INSPECTION FOR TERMITES
291 CHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING
294 TABLE R802.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 PSF, L/Δ = 240)
295 TABLE R802.2(1)—CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 PSF, L/Δ = 240)
296 TABLE R802.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 PSF, L/Δ = 240)
297 TABLE R802.2(2) (CONTINUED) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 PSF, L/Δ = 240)
298 TABLE R802.2.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180)
299 TABLE R802.2.3(1)— CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING NOT ATTACHED TO RAFTERS, L/Δ = 180)
300 TABLE R802.2.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES ROOF LIVE LOAD=20 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
301 TABLE R802.2.3(2) (CONTINUED) RAFTER SPANS FOR COMMON LUMBER SPECIES ROOF LIVE LOAD=20 PSF, CEILING ATTACHED TO RAFTERS, L/Δ = 240)
TABLES R802.5.1(3) THROUGH R802.5.1(8) RESERVED
302 TABLE R802.2.3(9) RAFTER/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, g
303 FIGURE R802.2.3.1 BRACED RAFTER CONSTRUCTION
SECTION R803 ROOF SHEATHING
304 TABLE R802.2.9.1 WIND UPLIFT FORCESa,b,c,e,f ROOF BEARING UPLIFT EXPOSURE B
FIGURE R803.2.3.1 ROOF SHEATHING NAILING ZONES
305 TABLE R802.2.9.1 (CONTINUED) WIND UPLIFT FORCESa,b,c,e,f ROOF BEARING UPLIFT EXPOSURE C
306 TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING
307 TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES
TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS
FIGURE R804.2(1) C-SECTION
FIGURE R804.2(2) TRACK SECTION
308 FIGURE R804.2(3) WEB HOLES
TABLE R804.2.4 SCREW SUBSTITUTION FACTOR
309 TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa,b
FIGURE R804.3 STEEL ROOF CONSTRUCTION
310 TABLE R804.3.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a,b,c 33 ksi STEEL
311 SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION
312 TABLE R804.3.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL
313 TABLE R804.3.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL
314 TABLE R804.3.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL
315 TABLE R804.3.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL
316 TABLE R804.3.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 LB PER SQ FT LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL
317 TABLE R804.3.1(8) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 LB PER SQ FT LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL
318 FIGURE R804.3.1(1) JOIST TO RAFTER CONNECTION
TABLE R804.3.1 NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTIONa
319 TABLE R804.3.3(1) ALLOWABLE HORIZONTAL RAFTER SPANSa, b
TABLE R804.3.3(2) BASIC WIND SPEED AND ROOF SLOPE CONVERSION [NOTE: TABLE IS LIMITED TO AREAS WHERE WIND SPEED (MPH) IS LESS THAN 100, SEE SECTION R301.2.1.1]
TABLE R804.3.3.1 NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTIONa
320 FIGURE R804.3.3.1 RIDGE BOARD CONNECTION
SECTION R807 ATTIC ACCESS
SECTION R808 INSULATION CLEARANCE
321 FIGURE R804.3.6 HOLE PATCHING
FIGURE R804.3.7(1) SPLICED CEILING JOISTS
322 FIGURE R804.3.7(2) TRACK SPLICE
FIGURE R804.3.8 BEARING STIFFENER
323 FIGURE R804.3.10(1) ROOF OPENING
FIGURE R804.3.10(2) HEADER TO TRIMMER CONNECTION
325 CHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
TABLE R903.2.1 METAL FLASHING MATERIAL
326 SECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
327 TABLE R905.2.6.1 WIND RESISTANCE OF ASPHALT SHINGLES
329 TABLE R905.4.4 METAL ROOF COVERINGS
330 TABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE AND SHAKE INSTALLATION
331 TABLE R905.7.7 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
332 TABLE R905.8.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
333 TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
334 TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
335 SECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING
337 CHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES
338 TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
339 FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
340 FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS
341 SECTION R1003 MASONRY CHIMNEYS
343 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
344 FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
345 FIGURE R1003.20 CHIMNEY CRICKET
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS
346 SECTION R1006 EXTERIOR AIR SUPPLY
347 PART IV — ENERGY CONSERVATION
CHAPTER 11 ENERGY EFFICIENCY
SECTION N1100 ADMINISTRATION
349 FIGURE N1100.4 CLIMATE ZONES
362 SECTION N1101 FENESTRATIONS (GLAZING)
363 SECTION N1102 WALLS
364 SECTION N1103 DOORS
SECTION N1104 CEILINGS
365 FIGURE N1104.A.3 ACCEPTABLE ATTIC RADIANT BARRIER CONFIGURATIONS
366 SECTION N1105 FLOORS
SECTION N1106 AIR INFILTRATION
367 TABLE N1106.ABC.1.1 ALLOWABLE AIR INFILTRATION RATES
368 SECTION N1107 SPACE COOLING SYSTEMS
371 TABLE N1107.ABC.3.2A ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS
372 TABLE N1107.ABC.3.2B ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS – MINIMUM EFFICIENCY REQUIREMENTS
373 TABLE 1107.ABC.3.2D ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIR CONDITIONERS HEAT PUMPS — MINIMUM EFFICIENCY REQUIREMENTS
374 TABLE 1107.ABC.3.2D – (CONTINUED) ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIRCONDITIONERS HEAT PUMPS — MINIMUM EFFICIENCY REQUIREMENTS
375 SECTION N1108 SPACE HEATING SYSTEMS
376 TABLE N1108.ABC.3.2E WARM AIR FURNACES AND COMBINATION WARM AIR FURNACES/AIR-CONDITIONING UNITS,WARM AIR DUCT FURNACES AND UNIT HEATERS. MINIMUM EFFICIENCY REQUIREMENTS
TABLE N1108.ABC.3.2F GAS- AND OIL-FIRED BOILERS MINIMUM EFFICIENCY REQUIREMENTS
377 SECTION N1109 VENTILATION SYSTEMS
SECTION N1110 AIR DISTRIBUTION SYSTEMS
378 TABLE N1110.ABC.2.1 MINIMUM INSULATION LEVELS AIR DISTRIBUTION SYSTEM COMPONENTS1
383 SECTION N1111 PIPING
TABLE N1111.ABC.1 MINIMUM PIPE INSULATION
384 SECTION N1112 WATER HEATING SYSTEMS
385 TABLE N1112.ABC.3 MINIMUM PERFORMANCE STANDARDS WATER HEATING EQUIPMENT: FIRED STORAGE WATER HEATER MINIMUM ENERGY FACTORS (EF)
386 SECTION N1113 CALCULATIONAL PARAMETERS SPECIFIC TO COMPLIANCE METHOD A
TABLE N1113.A.1-1 SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES
387 TABLE N1113.A.1-1 – (CONTINUED) SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES
TABLE N1113.A.1-1 – (CONTINUED) SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES
388 TABLE N1113.A.1-1(A) DEFAULT BASELINE HOMEHEATING AND COOLING EQUIPMENT EFFICIENCIES (i),(k),(m),(n)
389 TABLE N1113.A.2-1 COEFFICIENTS A AND B
391 PART V — MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
[EB] SECTION M1202 EXISTING MECHANICAL SYSTEMS
393 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
394 SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
395 TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, b, c, d, e, f, g, h, i, j, k
396 FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
SECTION M1307 APPLIANCE INSTALLATION
397 FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
399 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
400 SECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES
401 SECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT
402 SECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION 1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS
403 CHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
SECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS
404 SECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS
SECTION M1507 MECHANICAL VENTILATION
TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
405 CHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION
406 TABLE M1601.5 GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING
409 SECTION M1602 RETURN AIR
411 CHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL
SECTION M1702 ALL AIR FROM INSIDE THE BUILDING
SECTION M1703 ALL AIR FROM OUTDOORS
412 FIGURE M1702.2 APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM ADJACENT SPACES WITHIN THE BUILDING
413 FIGURE M1703.2(1) APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM OUTDOORS THROUGH TWO OPENINGS
FIGURE M1703.2(2) APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM OUTDOORS THROUGH HORIZONTAL DUCTS
414 FIGURE M1703.2(3) APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC
FIGURE M1703.2(4) APPLIANCES LOCATED IN CONFINED SPACES—INLET AIR TAKEN FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC
415 FIGURE M1703.3 APPLIANCES LOCATED IN CONFINED SPACES—ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC, INLET DUCT WITHIN OUTLET DUCT
417 CHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS
418 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
419 SECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
421 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
423 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
424 TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2006 POOL HEATERS
425 CHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS
SECTION M2104 LOW TEMPERATURE PIPING
426 TABLE M2101.1 HYDRONIC PIPING MATERIALS
427 TABLE M2101.9 HANGER SPACING INTERNALS
SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING
429 CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION M2201 OIL TANKS
SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
SECTION M2203 INSTALLATION
430 SECTION M2204 OIL PUMPS AND VALVES
431 CHAPTER 23 SOLAR SYSTEMS
SECTION M2301 SOLAR ENERGY SYSTEMS
433 PART VI — FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 (201) GENERAL
SECTION G2403 (202) GENERAL DEFINITIONS
438 SECTION G2404 (301) GENERAL
439 SECTION G2405 (302) STRUCTURAL SAFETY
440 SECTION G2406 (303) APPLIANCE LOCATION
SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
((EQUATION 24-1)
(EQUATION 24-2)
441 FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section 2407.5.3)
442 FIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOORS—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)
443 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 304.6.2)
444 SECTION G2408 (305) INSTALLATION
SECTION G2409 (308) CLEARANCE REDUCTION
445 FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
446 FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
SECTION G2410 (309) ELECTRICAL
447 TABLE G2409.2 (308.2) a THROUGH k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
448 FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GENERAL
SECTION G2413 (402) PIPE SIZING
449 TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
(EQUATION 24-3)
(EQUATION 24-4)
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
450 TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
451 TABLE G2413.4(2) [402.4(3)]SCHEDULE 40 METALLIC PIPE
452 TABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING
453 TABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING
454 TABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST)
455 TABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST)
456 TABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE
457 TABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE
458 SECTION G2414 (403) PIPING MATERIALS
459 TABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
460 SECTION G2415 (404) PIPING SYSTEM INSTALLATION
461 SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 (406) INSPECTION, TESTING AND PURGING
463 SECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING
SECTION G2420 (409) GAS SHUTOFF VALVES
TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS
464 SECTION G2421 (410) FLOW CONTROLS
SECTION G2422 (411) APPLIANCE CONNECTIONS
465 SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS
SECTION G2424 (415) PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING
SECTION G2425 (501) GENERAL
466 SECTION G2426 (502) VENTS
467 SECTION G2427 (503) VENTING OF EQUIPMENT
468 TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED
469 FIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES
471 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
472 TABLE G2427.7.7 (503.8.7)a CLEARANCES FOR CONNECTORS
474 TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
476 SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
477 TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT
478 TABLE G2428.2(1) [504.2(1)]—(CONTINUED) TYPE B DOUBLE-WALL GAS VENT
479 TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT
480 TABLE G2428.2(2) [504.2(2)—(CONTINUED) TYPE B DOUBLE-WALL GAS VENT
482 TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
483 TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
484 TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
485 TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
486 TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
488 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
SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS
SECTION G2436 (608) VENTED WALL FURNACES
489 SECTION G2437 (609) FLOOR FURNACES
SECTION G2438 (613) CLOTHES DRYERS
SECTION G2439 (614) CLOTHES DRYER EXHAUST
490 SECTION G2440 (615) SAUNA HEATERS
SECTION G2441 (617) POOL AND SPA HEATERS
SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
491 SECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS
492 SECTION G2446 (622) VENTED ROOM HEATERS
SECTION G2447 (623) COOKING APPLIANCES
SECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR CONDITIONING EQUIPMENT
SECTION G2450 (628) ILLUMINATING APPLIANCES
493 SECTION G2451 (630) INFRARED RADIANT HEATERS
SECTION G2452 (631) BOILERS
SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA
TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
495 PART VII — PLUMBING
CHAPTER 25 PLUMBING ADMINISTRATION
SECTION P2501 GENERAL
SECTION P2502 EXISTING PLUMBING SYSTEMS
SECTION P2503 INSPECTION AND TESTS
497 CHAPTER 26 GENERAL PLUMBING REQUIREMENTS
SECTION P2601 GENERAL
SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL
SECTION P2603 STRUCTURAL AND PIPING PROTECTION
498 SECTION P2604 TRENCHING AND BACKFILLING
FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS
SECTION P2605 SUPPORT
SECTION P2606 WATERPROOFING OF OPENINGS
SECTION P2607 WORKMANSHIP
SECTION P2608 MATERIALS EVALUATION AND LISTING
499 TABLE P2605.1 PIPING SUPPORT
TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION
501 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
502 TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
503 SECTION P2707 DIRECTIONAL FITTINGS
SECTION P2708 SHOWERS
SECTION P2709 SHOWER RECEPTORS
504 SECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES
SECTION P2712 WATER CLOSETS
SECTION P2713 BATHTUBS
505 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
SECTION P2721 BIDET INSTALLATIONS
SECTION P2722 FIXTURE FITTING
506 SECTION P2723 MACERATING TOILET SYSTEMS
SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES
507 CHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL
SECTION P2802 WATER HEATERS USED FOR SPACE HEATING
SECTION P2803 RELIEF VALVES
509 CHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY
510 TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS
511 TABLE P2902.3.1 MINIMUM AIR GAPS
SECTION P2903 WATER-SUPPLY SYSTEM
512 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 P2903.2b MINIMUM WATER SERVICE SIZEa
513 TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS
514 TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
515 TABLE P2903.7 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
516 TABLE P2903.7—(CONTINUED) MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
TABLE P2903.8.1 MANIFOLD SIZING
517 FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE
518 SECTION P2904 MATERIALS, JOINTS AND CONNECTIONS
TABLE P2904.4 WATER SERVICE PIPE
519 TABLE P2904.5 WATER DISTRIBUTION PIPE
TABLE P2904.6 PIPE FITTINGS
521 SECTION P2905 CHANGES IN DIRECTION
SECTION P2906 SUPPORT
SECTION P2907 DRINKING WATER TREATMENT UNITS
523 CHAPTER 30 SANITARY DRAINAGE
SECTION P3001GENERAL
SECTION P3002 MATERIALS
SECTION P3003 JOINTS AND CONNECTIONS
524 TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
525 TABLE P3002.2 BUILDING SEWER PIPE
TABLE P3002.3 PIPE FITTINGS
528 SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS
TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES
SECTION P3005 DRAINAGE SYSTEM
529 TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
530 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
531 SECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS
SECTION P3008 BACKWATER VALVES
533 CHAPTER 31 VENTS
SECTION P3101 VENT SYSTEMS
SECTION P3102 VENT STACKS AND STACK VENTS
SECTION P3103 VENT TERMINALS
SECTION P3104 VENT CONNECTIONS AND GRADES
534 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
535 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
536 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
537 TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
539 CHAPTER 32 TRAPS
SECTION P3201 FIXTURE TRAPS
TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES
541 PART VIII — ELECTRICAL
CHAPTER 33 GENERAL REQUIREMENTS
SECTION E3301 GENERAL
SECTION E3302 BONDING METAL FRAMING MEMBERS
SECTION E3303 CROSS REFERENCES
TABLE E3303 CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE
SECTIONS E3304 THROUGH E3307 RESERVED
542 TABLE E3303—(CONTINUED) FLORIDA BUILDING CODE—BUILDING
543 TABLE E3303—(CONTINUED) FLORIDA BUILDING CODE — RESIDENTIAL
544 TABLE E3303—(CONTINUED) FLORIDA BUILDING CODE — MECHANICAL
545 CHAPTER 34 ELECTRICAL DEFINITIONS RESERVED
547 CHAPTER 35 SERVICES RESERVED
549 CHAPTER 36 BRANCH CIRCUIT AND FEEDER REQUIREMENT SRESERVED
551 CHAPTER 37 WIRING METHODS RESERVED
553 CHAPTER 38 POWER AND LIGHTING DISTRIBUTION RESERVED
555 CHAPTER 39 DEVICES AND LUMINAIRES RESERVED
557 CHAPTER 40 APPLIANCE INSTALLATIONRESERVED
559 CHAPTER 41 SWIMMING POOLS
SECTION R4101 PRIVATE SWIMMING POOLS
565 SECTIONS E4102 THROUGH E4109 RESERVED
567 CHAPTER 42 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS RESERVED
569 PART IX—REFERENCED STANDARDS
CHAPTER 43 REFERENCED STANDARDS
AA
AAF
AAMA
570 ACCA
ACI
ADC
AFPA
571 AHA
AHAM
AISC
AISI
572 AITC
ANSI
573 APA
574 ARDM
ARI
ASCE
ASHRAE
575 ASME
576 ASSE
ASTM
585 AWS
586 AWPA
AWWA
587 CGSB
CISPI
CPSC
CRRC
CSA
589 CSSB
DASMA
DOC/NIST
DOE
590 DOL/OSHA
DOTn
FCPA
FEMA
FLORIDA CODES
592 FM
FRSA
FS
FSEC
FTC
593 FWC
GA
GAMA
HI
HPVA
HUD
594 ICC
ISO
MSS
NAAMM
NAIMA
NCMA
595 NFPA
NFRC
NRCA
NSF
NSPI
596 RMI/SMA
RCSC
SAE
SDI
SDI
597 SJI
SMACNA
SSPC
SPRI
SRCC
STI
598 TECO
TMS
TPI
UL
599 ULC
WDMA
WPPC
600 WQA
601 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
602 SECTION R4402.2 HIGH-VELOCITY HURRICANE ZONES —DEFINITIONS
604 SECTION R4402.3 HIGH-VELOCITY HURRICANE ZONES — WEATHER PROTECTION
605 SECTION R4402.4 HIGH-VELOCITY HURRICANE ZONES —PERFORMANCE REQUIREMENTS
606 TABLE R4402.4.2 MINIMUM SLOPE
SECTION R4402.5 HIGH-VELOCITY HURRICANE ZONES — FIRE CLASSIFICATION
SECTION R4402.6 HIGH-VELOCITY HURRICANE ZONES —MATERIALS
607 SECTION R4402.7 HIGH-VELOCITY HURRICANE ZONES — ROOF COVERINGS WITH SLOPES 2:12 OR GREATER
610 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
612 SECTION R4402.9 HIGH-VELOCITY HURRICANE ZONES —ROOF INSULATION
613 SECTION R4402.10 HIGH-VELOCITY HURRICANE ZONES —REROOFING
614 SECTION R4402.11 HIGH-VELOCITY HURRICANE ZONES — ROOFTOP STRUCTURES AND COMPONENTS
615 TABLE R4402.11.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
SECTION R4402.12 HIGH-VELOCITY HURRICANE ZONES — TESTING
618 SECTION R4402.13 HIGH-VELOCITY HURRICANE ZONES —REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
620 SECTION R4402.14 HIGH-VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION
625 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
626 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
628 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
SECTION R4403.11 RESERVED
SECTION R4403.12 HIGH-VELOCITY HURRICANE ZONES — SCREEN ENCLOSURES
629 SECTION R4403.13 RESERVED
SECTION R4403.14 HIGH-VELOCITY HURRICANE ZONES—FOUNDATION DESIGN
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
632 TABLE R4403.16 CYCLIC WIND PRESSURE LOADING
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
634 TABLE R4404.3.6 ALLOWABLE LATERAL PRESSURE
SECTION R4404.4 HIGH-VELOCITY HURRICANE ZONES CONCRETE SLABS ON FILL
635 SECTION R4404.5 HIGH-VELOCITY HURRICANE ZONES —MONOLITHIC FOOTINGS
636 SECTION R4404.6 HIGH-VELOCITY HURRICANE ZONES—PILE FOUNDATIONS
638 SECTION R4404.7 HIGH-VELOCITY HURRICANE ZONES WOOD PILES
TABLE R4404.7
SECTION R4404.8 HIGH-VELOCITY HURRICANE ZONES —PRECAST CONCRETE PILES
639 TABLE R4404.8
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
640 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
641 SECTION R4404.15 HIGH-VELOCITY HURRICANE ZONES — GRADES UNDER BUILDINGS
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
642 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
644 SECTION R4405.5 HIGH VELOCITY HURRICANE ZONES —CONCRETE QUALITY
645 SECTION R4405.6 HIGH-VELOCITY HURRICANE ZONES —MIXING AND PLACING CONCRETE
646 SECTION R4405.7 HIGH-VELOCITY HURRICANE ZONES —FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS
647 SECTION R4405.8 HIGH-VELOCITY HURRICANE ZONES —DETAILS OF REINFORCEMENT
649 SECTION R4405.9 HIGH-VELOCITY HURRICANE ZONES —PRECAST CONCRETE UNITS
650 SECTION R4405.10 HIGH-VELOCITY HURRICANE ZONES —PRESTRESSED CONCRETE
652 SECTION R4405.11 HIGH-VELOCITY HURRICANE ZONES —PNEUMATICALLY PLACED CONCRETE (SHOTCRETE)
653 SECTION R4405.12 HIGH-VELOCITY HURRICANE ZONES —LIGHTWEIGHT INSULATING CONCRETE FILL
654 SECTION 4406 HIGH-VELOCITY HURRICANE ZONE SLIGHT METAL ALLOYS
656 SECTION 4407 HIGH-VELOCITY HURRICANE ZONES —MASONRY
SECTION R4407.2 HIGH-VELOCITY HURRICANE ZONES —QUALITY, TESTS, AND APPROVALS
658 MORTAR STRENGTH PROPERTY SPECIFICATIONS TABLE
TYPE OF MORTAR BASED ON LOCATION TABLE
MASONRY WALLS LIMIT OF GROSS AREA TABLE
SECTION R4407.3 HIGH-VELOCITY HURRICANE ZONES —ALLOWABLE UNIT STRESSES IN UNIT MASONRY
SECTION R4407.4 HIGH-VELOCITY HURRICANE ZONES CONSTRUCTION DETAILS
663 SECTION R4407.5 HIGH-VELOCITY HURRICANE ZONES —REINFORCED UNIT MASONRY
664 SECTION R4408 HIGH-VELOCITY HURRICANE ZONES — STEEL
665 SECTION R4408.2 HIGH-VELOCITY HURRICANE ZONES — MATERIAL
666 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
SECTION R4408.8 HIGH-VELOCITY HURRICANE ZONES — OPEN WEB STEEL JOISTS
668 SECTION R4408.9 HIGH VELOCITY HURRICANE ZONES — COLD-FORMED STEEL CONSTRUCTION
669 SECTION R4408.10 HIGH-VELOCITY HURRICANE ZONES —PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PREENGINEERED STRUCTURES)
670 SECTION R4408.11 HIGH-VELOCITY HURRICANE ZONES —CHAIN LINK FENCES
671 TABLE R4408.11 CHAIN LINK FENCE MINIMUM REQUIREMENTS
SECTION R4409 HIGH-VELOCITY HURRICANE ZONES—WOOD
673 SECTION R4409.2 HIGH-VELOCITY HURRICANE ZONES—QUALITY
674 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
676 SECTION R4409.6 HIGH-VELOCITY HURRICANE ZONES —HORIZONTAL FRAMING
681 SECTION R4409.7 HIGH-VELOCITY HURRICANE ZONES —FIRESTOPS
682 SECTION R4409.8 HIGH-VELOCITY HURRICANE ZONES —ANCHORAGE
SECTION R4409.9 HIGH-VELOCITY HURRICANE ZONES —SHEATHING
683 TABLE R4409.9.1.6 PLYWOOD SUBFLOOR1
TABLE R4409.9.1.13 ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT1 (SINGLE FLOOR PANELS)
684 TABLE R4409.9.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1
685 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
SECTION R4409.13 HIGH-VELOCITY HURRICANE ZONES —PROTECTION OF WOOD
687 TABLE R4409.13.1 NAIL CONNECTION FOR WOOD MEMBERS
688 SECTION R4409.14 HIGH-VELOCITY HURRICANE ZONES —FIRE-RETARDANT WOOD
SECTION R4409.15 HIGH-VELOCITY HURRICANE ZONES —WOOD FENCES
SECTION R4409.16 HIGH-VELOCITY HURRICANE ZONES —FIRE-RETARDANT-TREATED SHAKES AND SHINGLES
689 SECTION R4409.17 HIGH-VELOCITY HURRICANE ZONES —WOOD BLOCKING
SECTION R4410 HIGH-VELOCITY HURRICANE ZONES —GLASS AND GLAZING
SECTION R4410.2 HIGH-VELOCITY HURRICANE ZONES —WINDOWS, DOORS, GLASS AND GLAZING
693 SECTION R4410.3 HIGH-VELOCITY HURRICANE ZONES —GLASS VENEER
694 SECTION R4410.4 HIGH-VELOCITY HURRICANE ZONES–STORM SHUTTERS/EXTERNAL PROTECTIVE DEVICES
SECTION R4410.5 HIGH-VELOCITY HURRICANE ZONES —CURTAIN WALLS
695 SECTION R4410.6 HIGH-VELOCITY HURRICANE ZONES —STRUCTURAL GLAZING SYSTEMS
696 SECTION R4411 HIGH-VELOCITY HURRICANE ZONES —GYPSUM BOARD AND PLASTER
697 TABLE R4411.1.3.2 WEIGHTS OF METAL AND WIRE LATH*
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
698 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
699 TABLE R4411.2.3.1.1 GYPSUM AND HARDWALL PLASTER
700 SECTION R4411.3 HIGH-VELOCITY HURRICANE ZONES — STUCCO
701 SECTION R4411.4 HIGH-VELOCITY HURRICANE ZONES — GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS
702 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
SECTION R4412 HIGH-VELOCITY HURRICANE ZONES — PLASTICS
705 TABLE R4412.1.4.4.4 AREA LIMITATIONS FOR ROOF PANELS
706 TABLE R4412.1.4.3.1.3 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR PLASTIC WALL PANELS IN NONFIRE-RATED WALLS
707 SECTION R4413 HIGH-VELOCITY HURRICANE ZONES —STORM DRAINAGE
TABLE R4413.1.6 FITTINGS FOR CHANGE IN DIRECTION
SECTION R4413.2 HIGH VELOCITY HURRICANE ZONES —MATERIALS
708 TABLE R4413.2.2 ABOVE-GROUND DRAINAGE AND VENT PIPE
TABLE R4413.2.3 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE R4413.2.4 BUILDING STORM SEWER PIPE
TABLE R4413.2.5 SUBSOIL DRAIN PIPE
709 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
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
710 FIGURE R4413.6.1 100-YEAR, 1-HOUR RAINFALL (inches) EASTERN UNITED STATES
711 TABLE R4413.6.2 SIZE OF VERTICAL CONDUCTORS AND LEADERS
TABLE R4413.6.3 SIZE OF HORIZONTAL STORM DRAINAGE PIPING
712 TABLE R4416.6.6 SIZE OF SEMICIRCULAR ROOF GUTTERS
713 TABLE R4413.7 SIZING SCUPPERS FOR A 5 INCHES PER HOUR RATE OF RAINFALL
715 APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING
716 TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
717 TABLE A.2.2—(CONTINUED) EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
718 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
720 TABLE A.3.4 THOUSANDS OF Btu/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS
721 TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
722 FIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC)
723 FIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 PSI AND ABOVE)
FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
724 FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM
FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
725 FIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
727 APPENDIX B (IFGS) 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
728 FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B
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
FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
729 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
730 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
731 FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
732 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
734 TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
735 FIGURE B-19
737 APPENDIX C (IFGS) EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
739 APPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION RESERVED
741 APPENDIX E CHAPTER 9B-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS
742 INTRODUCTION
PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS
FOREWORD
743 CHAPTER E1 ADMINISTRATION
CHAPTER E2 DEFINITIONS
744 CHAPTER E3 TESTING
CHAPTER E4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
745 CHAPTER E5 ENGINEERED SYSTEMS
746 CHAPTER E6 SOIL DEPRESSURIZATION SYSTEMS
749 APPENDIX F CHAPTER 9B-52 FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION
750 CHAPTER F1 GENERAL
CHAPTER F2 DEFINITIONS
751 CHAPTER F3 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
757 APPENDIX G SUPPLEMENTAL INFORMATION FOR CHAPTER 11
SUBAPPENDIX G-A JURISDICTIONAL DATA
769 SUBAPPENDIX G-B GENERAL REQUIREMENTS FOR CHAPTER 11
TABLE B1.2.2 R-VALUES OF COMPRESSED INSULATION
TABLE B1.2.3 INSULATION INSTALLATION STANDARDS
770 TABLE B2.1.1 DEFAULT WINDOW ENERGY VALUES
772 TABLE B4.1.1A COOLING SYSTEM TO BE ASSUMED, MINIMUM RATINGS BY DATE PERMITTED AIR CONDITIONERS
TABLE B4.1.1B HEATING SYSTEM ASSUMED, MINIMUM RATINGS BY DATE PERMITTED HEAT PUMPS
773 SUBAPPENDIX G-C SUPPLEMENTAL CRITERIA FOR THE ALTERNATE RESIDENTIAL POINTS SYSTEM METHOD
EQUATION C1.2 INTERPOLATION FROM TABLES
EQUATION C2.1.2A
EQUATION C2.1.2B
EQUATION C2.1.2D
774 TABLE C2.1.1.A SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 1, 2, 3
775 TABLE C2.1.1A (CONTINUED) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 1,2,3
776 TABLE C2.1.1B SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 4,5,6
777 TABLE C2.1.1B (CONTINUED) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 4,5,6
778 TABLE C2.1.1C SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 7,8,9
779 TABLE C2.1.1C (CONTINUED) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 7,8,9
780 EQUATION C2.1.2E
EQUATION C2.1.2F
EQUATION C2.1.2G
EQUATION C2.1.2H
FIGURE C2.1.5
781 TABLE C2.2.1 CONCRETE BLOCK MULTIPLIERS – LIGHT WEIGHT
TABLE C2.2.2 CONCRETE BLOCK MULTIPLIERS POLYSTYRENE BEAD AGGREGATE
TABLE C2.4.1 CEILING UNDER ATTIC SUMMER AND WINTER POINT MULTIPLIERS
782 TABLE C2.4.2 CEILING SINGLE ASSEMBLY SUMMER AND WINTER POINT MULTIPLIERS
TABLE C2.4.3 CONCRETE DECK ROOF: EXPOSED SUMMER AND WINTER POINT MULTIPLIERS
TABLE C2.4.4 CONCRETE ROOF DECK: DROPPED SUMMER AND WINTER POINT MULTIPLIERS
783 TABLE C2.4.5 FLOORS MULTIPLIERS FOR STEM WALL WITH STEM WALL INSULATION
EQUATION C4.1.1
TABLE C4.1.2A COOLING SYSTEM MULTIPLIER ASSUMED, MINIMUM RATINGSBY DATE PERMITTED AIR CONDITIONERS
TABLE C4.1.2B COOLING SYSTEM MULTIPLIER ASSUMED, MINIMUM RATINGSBY DATE PERMITTED AIR CONDITIONERS
784 TABLE C4.2.1.1 FAN SIZING TABLE
TABLE C4.2 COOLING SYSTEM MULTIPLIERS GAS FUELED AIR CONDITIONERS
786 FIGURE C4.2.1.4 ACCEPTABLE ATTIC RADIANT BARRIER CONFIGURATIONS
787 TABLE C4.3.1.3A HEATING SYSTEM CREDIT MULTIPLIERS FOR COMBINED HYDRONIC SPACE GAS WATER HEATING WITH A STORAGE TANK
TABLE C4.3.1.3B HEATING SYSTEM CREDIT MULTIPLIERS FOR COMBINED HYDRONIC INSTANTANEOUS (TANKLESS) GAS WATER HEATING
788 TABLE C4.3.2 HEATING SYSTEM MULTIPLIERS GAS FUELED HEAT PUMPS
789 TABLE C5.2.1A DUCT MULTIPLIERS NORTH FLORIDA
790 TABLE C5.2.1A DUCT MULTIPLIERS NORTH FLORIDA (CONTINUED)
791 TABLE C5.2.1B DUCT MULTIPLIERS CENTRAL FLORIDA
792 TABLE C5.2.1B DUCT MULTIPLIERS CENTRAL FLORIDA (CONTINUED)
793 TABLE C 5.2.1CDUCT MULTIPLIERS SOUTH FLORIDA
794 TABLE C5.2.1C DUCT MULTIPLIERS SOUTH FLORIDA( CONTINUED)
795 TABLE C6.2.1 GAS INSTANTANEOUS (TANKLESS) WATER HEATER MULTIPLIERS
797 SUBAPPENDIX G-D FORMS
799 FORM 600A-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ALTERNATE RESIDENTIAL POINTS SYSTEM METHOD NORTH 1 2 3
805 FORM 600A-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ALTERNATE RESIDENTIAL POINTS SYSTEM METHOD CENTRAL 4 5 6
811 FORM 600A-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ALTERNATE RESIDENTIAL POINTS SYSTEM METHOD SOUTH 7 8 9
817 1100B-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIONFORM RESIDENTIAL COMPONENT PRESCRIPTIVE METHOD B NORTH 1 2 3
819 FORM 1100B-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL COMPONENT PRESCRIPTIVE METHOD B CENTRAL 4 5 6
821 FORM 1100B-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL COMPONENT PRESCRIPTIVE METHOD B SOUTH 7 8 9
823 FORM 1100C-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL LIMITED APPLICATIONS PRESCRIPTIVE METHOD C NORTH 1 2 3 SMALL ADDITIONS, RENOVATIONS & BUILDING SYSTEMS
825 FORM 1100C-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL LIMITED APPLICATIONS PRESCRIPTIVE METHOD C CENTRAL 4 5 6 SMALL ADDITIONS, RENOVATIONS & BUILDING SYSTEMS
827 FORM 1100C-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL LIMITED APPLICATIONS PRESCRIPTIVE METHOD C SOUTH 7 8 9 SMALL ADDITIONS, RENOVATIONS & BUILDING SYSTEMS
829 FORM 1100D-07
830 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
831 SUBAPPENDIX G-E FLORIDA STANDARD NO. 1 (FL-1) FLORIDA REGULATORY MODIFICATIONS TO AIR-CONDITIONING & REFRIGERATION INSTITUTE (ARI) STANDARD 470-80 EFFECTIVE APRILl 1, 1986
SECTION 1 PURPOSE
SECTION 2 SCOPE
SECTION 3 DEFINITIONS
SECTION 4 STANDARD EQUIPMENT AND ACCESSORIES
SECTION 5 TESTING AND RATING REQUIREMENTS
832 SECTION 7 MARKING
SECTION 8 CONFORMANCE
SECTION A2 SCOPE
SECTION A3 DEFINITIONS
SECTION A4 EXPRESSION OF TEST RESULTS
SECTION A5 TEST METHODS
833 APPENDIX H PATIO COVERS RESERVED
835 APPENDIX I PRIVATE SEWAGE DISPOSAL RESERVED
837 [EB] APPENDIX J EXISTING BUILDINGS AND STRUCTURES RESERVED
839 APPENDIX K SOUND TRANSMISSION RESERVED
841 APPENDIX L PERMIT FEES RESERVED
843 APPENDIX M HOME DAY CARE—R-3 OCCUPANCY RESERVED
845 APPENDIX N VENTING METHODS RESERVED
847 APPENDIX O GRAY WATER RECYCLING SYSTEMS
SECTION AO101 GENERAL
SECTION AO102 SYSTEMS FOR FLUSHING WATERCLOSETS AND URINALS
848 FIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS
FIGURE AO101.1(2) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION
849 SECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
(EQUATION AO-1)
850 TABLE AO103.8 LOCATION OF GRAY WATER SYSTEM
TABLE AO103.9.1 DESIGN LOADING RATE
TABLE AO103.10 DISTRIBUTION PIPE
851 APPENDIX P FIRE SPRINKLER SYSTEM RESERVED
853 APPENDIX Q ICC IRC ELECTRICAL PROVISIONS/NATIONAL ELECTRICAL CODE CROSS-REFERENCE RESERVED
855 INDEX
865 SIGNIFICANT CHANGES TO THE FLORIDA BUILDING CODE, 2007 EDITION
SIGNIFICANT CHANGES TO THE FLORIDA RESIDENTIAL CODE, 2007 EDITION
2007 FLORIDA COMMENTARIES
866 ICC MEMBERSHIP INFORMATION
867 REFERENCED STANDARDS
868 INTERNATIONAL CODE COUNCIL® ORDER FORM
869 2007 FLORIDA BUILDING CODE CHAPTER 1 BUILDING
871 CHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY
873 SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
SECTION 105 PERMITS
877 SECTION 106 CONSTRUCTION DOCUMENTS
880 SECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES
881 SECTION 109 INSPECTIONS
883 SECTION 110 CERTIFICATES OF OCCUPANCY AND COMPLETION
884 SECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS RESERVED
SECTION 113 VIOLATIONS RESERVED
SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE STRUCTURES AND EQUIPMENT RESERVED

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