FL – PDF Standards Store

Florida StateClimateSummary 2022

Sun, 20 Oct 2024 10:05:05 +0000

Florida State Climate Summary

Published By	Publication Date	Number of Pages
FL	2022	5

FL 69A 60 2023

Sun, 20 Oct 2024 09:30:15 +0000

None

PDF Catalog

PDF Pages	PDF Title
1	CHAPTER 69A-60 THE FLORIDA FIRE PREVENTION CODE 69A-60.001 Title 69A-60.002 Scope; Description of Florida Fire Prevention Code 69A-60.003 Standards of the National Fire Protection Association, NFPA 1, the Uniform Fire Code, Florida 2021 Edition, Adopted 69A-60.004 Standards of the National Fire Protection Association, NFPA 101, the Life Safety Code®, Florida 2021 Edition, Adopted 69A-60.005 Publications Referenced in NFPA 1, the Florida 2021 Edition, and NFPA 101, the Florida 2021 Edition, Added to the Florida Fire Prevention Code 69A-60.006 Manufactured and Prototype Buildings 69A-60.007 Enforcement of the Florida Fire Prevention Code 69A-60.0081 Notice Required for Structures With Light-frame Truss-type Construction 69A-60.011 Non-Binding Interpretations of the Florida Fire Prevention Code 69A-60.012 Purpose, Criteria and Procedures for Designation as an Approved Nationally Recognized Testing Laboratory in Florida for Firesafety Purposes 69A-60.001 Title. 69A-60.002 Scope; Description of Florida Fire Prevention Code.
2	69A-60.003 Standards of the National Fire Protection Association, NFPA 1, the Fire Code, Florida 2021 Edition, Adopted. 69A-60.004 Standards of the National Fire Protection Association, NFPA 101, the Life Safety Code®, Florida 2021 Edition, Adopted.
3	69A-60.005 Publications Referenced in NFPA 1, the Florida 2021 Edition, and NFPA 101, the Florida 2021 Edition, Added to the Florida Fire Prevention Code.
7	69A-60.006 Manufactured and Prototype Buildings.
9	69A-60.007 Enforcement of the Florida Fire Prevention Code.
10	69A-60.0081 Notice Required for Structures With Light-frame Truss-type Construction.
12	69A-60.011 Informal, Non-Binding Interpretations of the Florida Fire Prevention Code.
13	69A-60.012 Purpose, Criteria and Procedures for Designation as an Approved Nationally Recognized Testing Laboratory in Florida for Firesafety Purposes.

FL Statutes Chapter 633 202 2023

Sun, 20 Oct 2024 09:02:20 +0000

None

PDF Catalog

PDF Pages	PDF Title
1	CHAPTER 69A-60 THE FLORIDA FIRE PREVENTION CODE 69A-60.001 Title 69A-60.002 Scope; Description of Florida Fire Prevention Code 69A-60.003 Standards of the National Fire Protection Association, NFPA 1, the Uniform Fire Code, Florida 202118 Edition, Adopted 69A-60.004 Standards of the National Fire Protection Association, NFPA 101, the Life Safety Code®, Florida 202118 Edition, Adopted 69A-60.005 Publications Referenced in NFPA 1, the Florida 202118 Edition, and NFPA 101, the Florida 202118 Edition, Added to the Florida Fire Prevention Code 69A-60.006 Manufactured and Prototype Buildings 69A-60.007 Enforcement of the Florida Fire Prevention Code 69A-60.0081 Notice Required for Structures With Light-frame Truss-type Construction 69A-60.011 Non-Binding Interpretations of the Florida Fire Prevention Code 69A-60.012 Purpose, Criteria and Procedures for Designation as an Approved Nationally Recognized Testing Laboratory in Florida for Firesafety Purposes 69A-60.001 Title. 69A-60.002 Scope; Description of Florida Fire Prevention Code.
2	69A-60.003 Standards of the National Fire Protection Association, NFPA 1, the Fire Code, Florida 202118 Edition, Adopted. 69A-60.004 Standards of the National Fire Protection Association, NFPA 101, the Life Safety Code®, Florida 202118 Edition, Adopted.
3	69A-60.005 Publications Referenced in NFPA 1, the Florida 202118 Edition, and NFPA 101, the Florida 202118 Edition, Added to the Florida Fire Prevention Code.
8	69A-60.006 Manufactured and Prototype Buildings.
9	69A-60.007 Enforcement of the Florida Fire Prevention Code.
10	69A-60.0081 Notice Required for Structures With Light-frame Truss-type Construction.
13	69A-60.011 Informal, Non-Binding Interpretations of the Florida Fire Prevention Code.
14	69A-60.012 Purpose, Criteria and Procedures for Designation as an Approved Nationally Recognized Testing Laboratory in Florida for Firesafety Purposes.

FL FloridaTestProtocols 2023 1stptg

Sun, 20 Oct 2024 08:05:23 +0000

The Eighth Edition (2023) update to the Florida Building Code:Test Protocols for High Velocity Hurricane Zone updates the Seventh Edition 2020 Florida Building Code: Test Protocols for High Velocity Hurricane Zone. Adopted state. Effective Date: December 31, 2023.

PDF Catalog

PDF Pages	PDF Title
1	2023 FLORIDA BUILDING CODE EIGHTH EDITION TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES
2	2023 FLORIDA BUILDING CODE EIGHTH EDITION TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
8	ROOFING APPLICATION STANDARD (RAS) No. 109
14	ROOFING APPLICATION STANDARD (RAS) No. 109-A DETAIL DRAWINGS DETAIL 1
15	DETAIL 2 DETAIL 3
16	DETAIL 4 DETAIL 5
17	DETAIL 6 DETAIL 7
18	DETAIL 8 DETAIL 9
19	DETAIL 10 DETAIL 11
20	ROOFING APPLICATION STANDARD (RAS) No. 111-20 STANDARD REQUIREMENTS FOR ATTACHMENT OF PERIMETER WOODBLOCKING AND METAL FLASHING TABLE 1 MARGINS OF SAFETY FOR LABORATORY WITHDRAWAL RESISTANCE TESTING
23	TABLE 2 HOOK STRIP/CONTINUOUS CLEAT THICKNESS REQUIREMENTS FOR EDGE METAL AND COPINGS FACE DIMENSIONS
24	FIGURE 1 DETAIL OF “BUTT-JOINT” METHOD FOR ADJACENT DRIP EDGE/GRAVEL STOP SECTIONS
25	FIGURE 2 EXAMPLE OF RAISED EDGE AT GRAVEL STOP PERIMETER FLASHING
26	FIGURE 3 EXAMPLE OF A PERIMETER FLASHING FOR CONFIGURATIONS INCLUDING A CONTINUOUS CLEAT FIGURE 4 USE OF HEAVY EXTRUDED GRAVEL STOP WITH HORIZONTAL FLANGE OF LESSER THICKNESS
28	FIGURE 5 EXAMPLE OF REGLET MOUNTED COUNTER-FLASHING
29	FIGURE 6 EXAMPLE OF STUCCO COUNTER-FLASHING
30	FIGURE 7 TYPICAL SILL FLASHING CONFIGURATIONS
31	FIGURE 8 METAL BASE FLASHING CONNECTION WITH VERTICAL WALL
32	FIGURE 9 EXAMPLE OF ADHERED MEMBRANE ROOF SYSTEM ASSEMBLY TERMINATION
34	ROOFING APPLICATION STANDARD (RAS) No. 113 STANDARD REQUIREMENTS FOR JOB SITE MIXING OF ROOF TILE MORTAR
36	ROOFING APPLICATION STANDARD (RAS) No. 115 STANDARD PROCEDURES FOR ASPHALT SHINGLE INSTALLATION
37	DETAIL A
39	DETAIL B
40	DETAIL C
42	ROOFING APPLICATION STANDARD (RAS) No. 117-20 STANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/ORBASE SHEETS TO SUBSTRATES
43	FIGURE 5 USE OF STEEL SHEET TO ENSURE SUPPORT OF INSULATION PANEL GAGES
45	TABLE 1 SQUARE FEET PER FASTENER FOR COMMON ANCHOR/BASE SHEET ATTACHMENT PATTERNS
48	TABLE 2 TYPICAL FASTENER VALUES FOR ARCHITECTURAL APPEARANCE APPLICATIONS TABLE 3 TYPICAL ‘DYNAMIC PULL THROUGH VALUES’ FOR ARCHITECTURAL APPEARANCE APPLICATIONS
50	FIGURE 1 FASTENER PLACEMENT FOR 2 FOOT BY 4 FOOT BOARDS
51	FIGURE 2 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS
52	FIGURE 3 FASTENER PLACEMENT FOR 4 FOOT BY 4 FOOT BOARDS
53	FIGURE 4 FASTENER PLACEMENT FOR 4 FOOT BY 8 FOOT BOARDS
54	ROOFING APPLICATION STANDARD (RAS) No. 118-20 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS Direct Deck & Counter Battens Only TABLE 1
56	DRAWING 1 TYPICAL 30/90 HOT MOP
57	DRAWING 2 DRIP EDGE INSTALLATION
58	DRAWING 3 TYPICAL VALLEY INSTALLATION
59	DRAWING 4 VALLEY METAL STRIPPED IN
60	DRAWING 5 WALL FLASHING DETAIL DRAWING 6 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET)
61	DRAWING 7 WALL FLASHING DETAIL(WALL FLASHING OVER CAP SHEET)
62	DRAWING 8 LEAD STACK DETAIL (OVER THE CAP SHEET) DRAWING 9 LEAD STACK DETAIL (OVER THE BASE SHEET) DRAWING 10 EAVE TILE DETAIL (NAIL-ON EPDM EAVE ENCLOSURE)
63	DRAWING 11 EAVE TILE DETAIL (NAIL-ON METAL ENCLOSURE) DRAWING 12 EAVE TILE DETAIL (NAIL-ON ANTIPONDING METAL)
65	DRAWING 13 RIDGE BLOCKING DETAIL
68	ROOFING APPLICATION STANDARD (RAS) No. 119-20 INSTALLATION OF MECHANICALLY FASTENED ROOF TILE SYSTEMS Direct Deck & Horizontal Battens Only TABLE 1
70	DRAWING 1 TYPICAL 30/90 HOT MOP
71	DRAWING 2 DRIP EDGE INSTALLATION
72	DRAWING 3 PERFORMED CLOSED VALLEY (NAIL-ON SYSTEM)
73	DRAWING 4 VALLEY METAL DETAIL (NAIL-ON SYSTEM) DRAWING 5 NAIL-ON VALLEY SYSTEM VALLEY METAL OVER TILE
74	DRAWING 6 WALL FLASHING DETAIL (NAIL-ON SYSTEM) DRAWING 7 PLUMBING STACKS (NAIL-ON SYSTEMS) DRAWING 8 PLUMBING STACKS FLASHING (NAIL-ON SYSTEMS)
75	DRAWING 9 EAVE TILE DETAIL (NAIL-ON EPDM EAVE ENCLOSURE) DRAWING 10 EAVE TILE DETAIL (NAIL-ON METAL EAVE ENCLOSURE) DRAWING 11 EAVE TILE DETAIL (NAIL-ON ANTIPONDING ENCLOSURE)
77	DRAWING 12 HIP RIDGE TILE NAILING DETAIL
80	ROOFING APPLICATION STANDARD (RAS) No. 120-20 MORTAR AND ADHESIVE SET TILE APPLICATION TABLE 1
82	DRAWING 1 TYPICAL 30/90 HOT MAP
83	DRAWING 2 DRIP EDGE INSTALLATION
84	DRAWING 3 TYPICAL VALLEY INSTALLATION
85	DRAWING 4 VALLEY METAL STRIPPED IN
86	DRAWING 5 WALL FLASHING DETAIL (COUNTER FLASHING WITH CAULKED BEAD) DRAWING 6 WALL FLASHING DETAIL (STUCCO STOP DETAIL) DRAWING 7 WALL FLASHING DETAIL (WALL FLASHING OVER CAP SHEET)
87	DRAWING 8 LEAD STACK DETAIL (OVER THE CAPSHEET) DRAWING 9 LEAD STACK DETAIL (OVER THE BASE SHEET) DRAWING 10 EAVE TILE DETAIL EPDM EAVE CLOSURE
88	DRAWING 11 EAVE TILE DETAIL(METAL EAVE ENCLOSURE) DRAWING 12 EAVE TILE DETAIL ANTIPONDING METAL
89	DRAWING 13 MORTAR (ADHESIVE) SET TILE DRAWING 14 BARREL TILE INSTALLATION
90	DRAWING 15 RIDGE BLOCKING DETAIL DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 STEEL PLATE DETAIL
92	ROOFING APPLICATION STANDARD (RAS) No. 127-20 PROCEDURE FOR DETERMINING THE MOMENT OF RESISTANCE AND MINIMUM CHARACTERISTIC RESISTANCE LOAD TO INSTALL A TILE SYSTEM ON A BUILDING OF A SPECIFIED ROOF SLOPE AND HEIGHT USING ALLOWABLE STRESS DESIGN (ASD) IN ACCORDANCE WITH ASCE 7
93	TABLE 1 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—1.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY “C” TABLE 2 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—4.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY “C”
94	TABLE 3 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—6:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY “C” TABLE 4 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—1.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY “D” TABLE 5 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—4.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY “D”
95	TABLE 6 — GABLE ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—6:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY “D” TABLE 7 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—1.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY “C”
96	TABLE 8 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—4.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY “C” TABLE 9 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—6:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY “C” TABLE 10 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—1.5:12 TO LESS THAN 4.5:12RISK CATEGORY II EXPOSURE CATEGORY “D”
97	TABLE 11 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—4.5:12 TO LESS THAN 6:12RISK CATEGORY II EXPOSURE CATEGORY “D” TABLE 12 — HIP ROOFS MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—6:12 TO 12:12RISK CATEGORY II EXPOSURE CATEGORY “D” FIGURE 3
98	TABLE 13 WHERE TO OBTAIN INFORMATION
100	ROOFING APPLICATION STANDARD (RAS) No. 128-20 STANDARD PROCEDURE FOR DETERMINING APPLICABLE WIND ALLOWABLE STRESS DESIGN PRESSURES FOR LOW SLOPE ROOF IN ACCORDANCE WITH ASCE 7 TABLE 1 MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—LESS THAN 11/2:12 RISK CATEGORY II EXPOSURE CATEGORY “C”
101	TABLE 2 MINIMUM ASD DESIGN WIND UPLIFT PRESSURES IN PSF FOR ROOF SLOPE—LESS THAN 11/2:12 RISK CATEGORY II EXPOSURE CATEGORY “D”
102	ROOFING APPLICATION STANDARD (RAS) No. 130-20 INSTALLATION CRITERIA FOR WOOD ROOF SHINGLES AND SHAKES APPLICATION TABLE 1 MAXIMUM EXPOSURE TO WEATHER FOR WOOD SHINGLES AND SHAKES IN INCHES
106	DETAIL A
107	DETAIL B DETAIL C
108	DETAIL D
110	ROOFING APPLICATION STANDARD (RAS) No. 133 STANDARD PROCEDURE FOR INSTALLATION OF METAL ROOF SYSTEMS FIGURE 1 EXAMPLE OF PANEL CLEAT
111	FIGURE 2 TYPICAL EAVE TERMINATION DETAIL WITH CLOSURE STRIP FIGURE 3 TYPICAL PROFILES OF RAKE WALL FLASHINGS
112	FIGURE 4 TYPICAL RAKE PROFILES
113	FIGURE 6 TYPICAL CURB FLASHING FIGURE 7A PENETRATION FLASHING FIGURE 7B PENETRATION FLASHING
114	FIGURE 8 ELASTOMERIC FLASHING FIGURE 9 RECOMMENDED STANDING SEAM VALLEY
115	FIGURE 10 RIBBED PANEL VALLEY FIGURE 11 SEALED LOW SLOPE VALLEY LAP
116	FIGURE 12 TRANSITION WITH KNEE BENDS FIGURE 13 TRANSITION FLASHINGS AT HEADWALL CONDITION
118	ROOFING APPLICATION STANDARD (RAS) No. 137 STANDARD REQUIREMENTS FOR MECHANICAL ATTACHMENT OF SINGLE-PLY ROOF COVERINGS TO VARIOUS SUBSTRATES
122	ROOFING APPLICATION STANDARD (RAS) No. 150 PRESCRIPTIVE BUR REQUIREMENTS
123	TABLE 1(3)
127	TABLE 2 MECHANICALLY FASTENED INSULATION FOR BUILDINGS 40 FEET OR LESS IN HEIGHT
128	TESTING APPLICATION STANDARD (TAS) No. 100-23 TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS ROOF SYSTEMS
129	FIGURE 1 WIND DRIVEN RAIN TEST FRAME FIGURE 2 WIND DRIVEN RAIN WIND TUNNEL
134	TESTING APPLICATION STANDARD (TAS) No. 100(A)-23 TEST PROCEDURE FOR WIND AND WIND DRIVEN RAIN RESISTANCE AND/OR INCREASED WINDSPEED RESISTANCE OF SOFFIT VENTILATION STRIP AND CONTINUOUS OR INTERMITTENT VENTILATION SYSTEM INSTALLED AT THE RIDGE AREA
137	TABLE 1 WINDSPEED AND WATER SPRAY INTERVALS FOR WIND DRIVEN RAIN RESISTANCE TESTING
138	TABLE 2 WINDSPEED INTERVALS FOR INCREASED WIND RESISTANCE TESTING OF STATIC VENTS, TURBINES1 OR POWERED VENTS
139	TABLE 3 INCREASED WINDSPEED VS. INSTALLATION HEIGHT
140	FIGURE 1A WIND DRIVEN RAIN TEST FRAME, FRONT VIEW
141	FIGURE 1B WIND DRIVEN RAIN TEST FRAME, SIDE VIEW FIGURE 2 WIND DRIVEN RAIN WIND TUNNEL
142	TESTING APPLICATION STANDARD (TAS) No. 101-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MORTAR OR ADHESIVE SET TILE SYSTEMS
149	FIGURE 1 STATIC UPLIFT APPARATUS
150	TESTING APPLICATION STANDARD (TAS) No. 102-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MECHANICALLY ATTACHED, RIGID ROOF SYSTEMS [For Mechanically Attached, Rigid Roof Systems Accompanied by a Clip, Refer to TAS 102(A)]
157	FIGURE 1 STATIC UPLIFT TEST APPARATUS
158	TESTING APPLICATION STANDARD (TAS) No. 102(A)-95 TEST PROCEDURE FOR STATIC UPLIFT RESISTANCE OF MECHANICALLY ATTACHED, CLIPPED, RIGID, ROOF SYSTEMS(For Methods of Mechanical Attachment Excluding Clips, Refer to TAS 102)
165	FIGURE 1 STATIC UPLIFT TEST APPARATUS
166	TESTING APPLICATION STANDARD (TAS) No. 103-20 TEST PROCEDURE FOR SELF-ADHERED UNDERLAYMENTS FOR USE IN TILE ROOF SYSTEMS
168	TABLE 1 MINIMUM BREAKING STRENGTH VALUES
169	TABLE 2 MINIMUM ELONGATION VALUES (%)
173	TABLE 24.1 TABLE 24.2
174	FIGURE 1
176	TESTING APPLICATION STANDARD (TAS) No. 104-20 TEST PROCEDURE FOR NAIL-ON UNDERLAYMENT FOR USE IN TILE ROOF SYSTEMS
178	TABLE 1 MINIMUM BREAKING STRENGTH VALUES (%) TABLE 2 MINIMUM ELONGATION VALUES (%)
182	TABLE 20.1
183	TABLE 20.2 FIGURE 1 FIGURE 2
184	TESTING APPLICATION STANDARD (TAS) No. 105-20 TEST PROCEDURE FOR FIELD WITHDRAWAL RESISTANCE TESTING
185	TABLE 1 VALUES FOR T-ESTIMATOR AT 95% PROBABILITY
188	TESTING APPLICATION STANDARD (TAS) 105-20 APPENDIX A FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT
194	TESTING APPLICATION STANDARD (TAS) No. 106 STANDARD PROCEDURE FOR FIELD VERIFICATION OF THE BONDING OF MORTAR OR ADHESIVE SET TILE SYSTEMS AND MECHANICALLY ATTACHED, RIGID, DISCONTINUOUS ROOF SYSTEMS
196	TESTING APPLICATION STANDARD (TAS) No. 107-20 TEST PROCEDURE FOR WIND RESISTANCE TESTING OF NON-RIGID, DISCONTINUOUS ROOF SYSTEM ASSEMBLIES(Modified from ASTM D3161)
200	TESTING APPLICATION STANDARD (TAS) No. 108-95 TEST PROCEDURE FOR WIND TUNNEL TESTING OF AIR PERMEABLE, RIGID, DISCONTINUOUS ROOF SYSTEMS
206	FIGURE 1 WIND TUNNEL TEST APPARATUS
207	FIGURE 2 WIND TUNNEL TEST APPARATUS (SIDE VIEW)
208	TESTING APPLICATION STANDARD (TAS) No. 110-2000 TESTING REQUIREMENTS FOR PHYSICAL PROPERTIES OF ROOFMEMBRANES, INSULATION, COATINGS AND OTHER ROOFING COMPONENTS TABLE 2(A)
209	TABLE 2(B) TABLE 3 TABLE 4
210	TABLE 5 TABLE 6 TABLE 7
211	TABLE 8
212	TABLE 9 TABLE 10
213	TABLE 11(A) TABLE 11(B)
214	TABLE 14 TABLE 15
215	TABLE 17
218	TESTING APPLICATION STANDARD (TAS) No. 111(A)-95 TEST PROCEDURE FOR ROOF EDGE TERMINATION PERFORMANCE
219	FIGURE 1 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION FIGURE 2 MEMBRANE TERMINATION PERFORMANCE TEST CONFIGURATION OPTION
220	TESTING APPLICATION STANDARD (TAS) No. 111(B)-95 TEST PROCEDURE FOR EDGE METAL PULL-OFF PERFORMANCE
222	FIGURE 1 VIEW OF OUTWARD LOADING OF EDGE METAL VERTICAL FLANGE (UPWARD LOADING OF HORIZONTAL FLANGE ALSO REQUIRED)
224	TESTING APPLICATION STANDARD (TAS) No. 111(C)-95 TEST PROCEDURE FOR COPING CAP PULL-OFF PERFORMANCE
226	FIGURE 1 VIEW OF OUTWARD LOADING OF COPING CAP VERTICAL FLANGE (OUTWARD LOADING OF OTHER VERTICAL FLANGE ALSO REQUIRED) FIGURE 2 VIEW OF OUTWARD LOADING OF COPING CAP VERTICAL FLANGE (UPWARD LOAD RESISTANCE)
228	TESTING APPLICATION STANDARD (TAS) No. 112-95 STANDARD REQUIREMENTS FOR CONCRETE ROOF TILES
233	TABLE 1 TRANSVERSE BREAKING STRENGTH, MINIMUM LBF (N) TABLE 2 TILE RATINGS AND MAXIMUM WATER ABSORPTION TABLE 3 NUMBER OF TILES TO BE RE-TESTED TABLE 4 RETEST CRITERIA (FAILURE RATE REQUIRED)
235	FIGURE 1 TRANSVERSE STRENGTH TEST APPARATUS FIGURE 2 PERMEABILITY TEST APPARATUS
236	TESTING APPLICATION STANDARD (TAS) No. 112-95 Appendix A CLARIFICATION OF TESTING FREQUENCY AND SAMPLING METHOD
238	TESTING APPLICATION STANDARD (TAS) 114-11 TEST PROCEDURES FOR ROOFING ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTIONTABLE OF CONTENTS
240	TESTING APPLICATION STANDARD (TAS) No. 114-11 TEST PROCEDURES FOR ROOFING ASSEMBLIES IN THE HIGH-VELOCITY HURRICANE ZONE JURISDICTION
250	TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX ATEST PROCEDURE FOR ABOVE DECK COMBUSTIBILITY ASTM E108
252	TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX BTEST PROCEDURE FOR SIMULATED DYNAMIC UPLIFT PRESSURE RESISTANCE OF MECHANICALLY ATTACHED ROOFING ASSEMBLIES
254	TABLE B1 DYNAMIC PRESSURE GUST INTERVALS
255	FIGURE B1 DYNAMIC UPLIFT TEST APPARATUS
256	TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX CTEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES
257	TABLE C1 UPLIFT PRESSURE INTERVALS
259	FIGURE C1 UPLIFT PRESSURE TEST APPARATUS FIGURE C2 UPLIFT PRESSURE TEST SPECIMEN MOUNTED IN TEST
260	TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX DTEST PROCEDURE FOR SIMULATED UPLIFT PRESSURE RESISTANCE OF ADHERED ROOFING ASSEMBLIES
261	APPARATUS TABLE D1 UPLIFT LOAD INTERVALS AND CORRESPONDING PRESSURES
262	TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX ETEST PROCEDURE FOR CORROSION RESISTANCE OF FASTENERS, BATTEN BARS AND STRESS DISTRIBUTION PLATES
266	TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX FTEST PROCEDURE FOR SUSCEPTIBILITY TO HAIL DAMAGE FOR ROOFING SYSTEMS
268	TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX GTEST PROCEDURE FOR SUSCEPTIBILITY TO LEAKAGE FOR ROOFING SYSTEMS
270	TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX HTEST PROCEDURES FOR SMALL SCALE QC AND PHYSICAL PROPERTIES OF APPROVED ROOFING SYSTEMS
272	TESTING APPLICATION STANDARD (TAS) 114-95 APPENDIX I TEST PROCEDURE FOR STATIC AND DYNAMIC PUNCTURE RESISTANCE OF ROOFING ASSEMBLIES
277	FIGURE I1 STATIC PUNCTURE TEST APPARATUS FIGURE I2 DYNAMIC PUNCTURE TEST APPARATUS
278	FIGURE I3 TYPICAL DYNAMIC PUNCTURE HEAD
280	TESTING APPLICATION STANDARD (TAS) 114-11 APPENDIX JTEST PROCEDURE FOR 12 FOOT BY 24 FOOT SIMULATED UPLIFT PRESSURE RESISTANCE OF ROOFING ASSEMBLIES
282	TABLE J1 12 FOOT BY 24 FOOT UPLIFT PRESSURE INTERVALS
284	TESTING APPLICATION STANDARD (TAS) 116-95 TEST PROCEDURE FOR AIR PERMEABILITY TESTING OF RIGID, DISCONTINUOUS ROOF SYSTEMS
286	TABLE 1 NUMBER OF COURSES AND NUMBER OF COMPONENTS PER COURSE
289	FIGURE 1 AIR PERMEABILITY TEST APPARATUS
290	TESTING APPLICATION STANDARD (TAS) 117(A)-95 TEST PROCEDURE FOR WITHDRAWAL RESISTANCE TESTING OF MECHANICAL FASTENERS USED IN ROOF SYSTEM ASSEMBLIES
294	TESTING APPLICATION STANDARD (TAS) 117(B)-95 TEST PROCEDURE FOR DYNAMIC PULL-THROUGH PERFORMANCE OF ROOFING MEMBRANES OVER FASTENER HEADS OR FASTENERS WITH METAL BEARING PLATES
296	FIGURE 1 HOLDING DEVICE CONFIGURATION
297	FIGURE 2 HOLDING DEVICE CONFIGURATION FOR LAPPED TEST SPECIMENS FIGURE 3 HOLDING DEVICE CONFIGURATION FOR ROOFING OR CAP NAIL TESTING (SEE NOTE IN SECTION 4.2 HEREIN)
298	FIGURE 4 VIEW OF DYNAMIC PULL-THROUGH TESTING
300	TESTING APPLICATION STANDARD (TAS) 117(C)-95 TEST PROCEDURE FOR DYNAMIC PULL-OFF PERFORMANCE OF ROOFING FASTENER HEADS OR FASTENERS WITH BEARING PLATES
301	TABLE 1 FASTENER ASSEMBLY PULL-OFF VALUESVS. DROP HEIGHT
303	FIGURE 1 DIAGRAM OF DYNAMIC PULL-OFF TEST APPARATUS
304	FIGURE 2 DIAGRAM OF WIRE REINFORCED TEST STRAP FIGURE 3 PHOTOGRAPH OF TYPICAL WIRE REINFORCED TEST STRAP
305	FIGURE 4 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING FIGURE 5 PHOTOGRAPH OF DYNAMIC PULL-OFF TESTING
306	TESTING APPLICATION STANDARD (TAS) 121-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF ROOFING ADHESIVES, MASTICS AND COATINGS
308	TESTING APPLICATION STANDARD (TAS) 123-95 STANDARD REQUIREMENTS FOR MORTAR USED IN MORTAR SET TILE SYSTEMS
310	TESTING APPLICATION STANDARD (TAS) 123-95 APPENDIX A STANDARD REQUIREMENTS OF TILE ADHESIVE USED TO REPAIR OR SUPPLEMENT TILE ATTACHMENT
311	TABLE 1 TILE ADHESIVE COMPOSITION REQUIREMENTS TABLE 2 TILE ADHESIVE ADHESION REQUIREMENTS TABLE 3 TILE ADHESIVE TENSILE/ELONGATION REQUIREMENTS
312	TABLE 4 SHORE ‘A’ HARDNESS REQUIREMENTS
314	TESTING APPLICATION STANDARD (TAS) 124-20 TEST PROCEDURE FOR FIELD UPLIFT RESISTANCE OF EXISTING MEMBRANE ROOF SYSTEMS AND IN SITU TESTING FOR REROOF AND NEW CONSTRUCTION APPLICATIONS
316	FIGURE 1 SCREW AND EYE-BOLT LOCATIONS FIGURE 2 ALTERNATE LOAD TRANSFER DEVICE
317	TABLE 1 NUMBER OF BELL CHAMBER OR BONDED PULL TESTS TO BE CONDUCTED PER ROOF AREA
319	TABLE 2 APPLIED LOAD INCREMENTS
320	TABLE 3 MAXIMUM RECOMMENDED DEFLECTION FOR ADHERED COVERS ON STEEL DECK ROOFS BEFORE THE SAMPLE IS CONSIDERED SUSPECT
322	TESTING APPLICATION STANDARD (TAS) 124-20 BELL CHAMBER TEST RESULTS
326	ROOF SYSTEM INFORMATION – DETAIL #1
327	BUILDING INFORMATION – DETAIL #2
328	ROOF SYSTEM INFORMATION – DETAIL #3
330	TESTING APPLICATION STANDARD (TAS) 124-20 BONDED PULL TEST RESULTS
334	ROOF SYSTEM INFORMATION – DETAIL #1
335	BUILDING INFORMATION – DETAIL #2
336	ROOF SYSTEM INFORMATION – DETAIL #3
338	TESTING APPLICATION STANDARD (TAS) 125-03 STANDARD REQUIREMENTS FOR METAL ROOFING SYSTEMS
342	FIGURE 8-1 ASSEMBLED UPLIFT TEST APPARATUS FOR UL 580
345	TABLE T125-1 TEST PRESSURES
356	FIGURE 9-1 SCHEMATIC OF TEST APPARATUS FOR ASTM E1592 UPLIFT TESTING
357	FIGURE 9-2 EXAMPLES OF STRUCTURAL ELEMENTS AND PANEL WIDTH FOR DIFFERENT PROFILES FIGURE 9-3 IMPROPER SEAL WHERE FILM SPANS CREVICE AT BASE OF RIB FIGURE 9-4 PLEATS MAKE CONTACT WITH METAL PANEL ON BOTH SIDES OF CLIPS FIGURE 9-5 PROPER SEAL AT RIB WITH MULTIPLE LONGITUDINAL AIR BAGS FIGURE 9-6 IMPROPER USE OF MULTIPLE AIR BAGS BETWEEN SUPPORT
358	TESTING APPLICATION STANDARD (TAS) 126-95 STANDARD PROCEDURES FOR ROOF MOISTURE SURVEYS
366	TESTING APPLICATION STANDARD (TAS) 131-20 STANDARD REQUIREMENTS FOR UNREINFORCED THERMOPLASTIC OLEFIN ELASTOMER BASED SHEET USED IN SINGLE-PLY ROOF SYSTEMS
368	TABLE 1 PHYSICAL REQUIREMENTS FOR UNREINFORCED TPO ELASTOMER SHEETS
370	TESTING APPLICATION STANDARD (TAS) 132-95 STANDARD REQUIREMENTS FOR TESTING AND APPROVAL OF SEALANTS USED IN ROOFING
371	PHYSICAL PROPERTY REQUIREMENTS PERFORMANCE REQUIREMENTS
372	TESTING APPLICATION STANDARD (TAS) 135-95 STANDARD REQUIREMENTS FOR FIBERGLASS REINFORCED TILE, SHINGLES OR PANELS AND FIBER CEMENT SHINGLES, SHAKES OR PANELS
373	TABLE 1PHYSICAL PROPERTY REQUIREMENTS FOR FIBERGLASS REINFORCED, COMPOSITE TILE, SHINGLES OR PANELS
377	TABLE 2 PHYSICAL PROPERTY REQUIREMENTS FOR FIBER CEMENT SHINGLES, SHAKES OR PANELS
378	TESTING APPLICATION STANDARD (TAS) 138-95 STANDARD REQUIREMENTS FOR ALUMINUM PIGMENTED EMULSIFIED ASPHALT USED AS A PROTECTIVE COATING FOR ROOFING
382	TESTING APPLICATION STANDARD (TAS) 139-95 STANDARD REQUIREMENTS FOR WHITE ROOF PATCH SPECIFICATION
386	TESTING APPLICATION STANDARD (TAS) 140-95 STANDARD REQUIREMENTS FOR NONFIBERED ROOF AND FOUNDATION COATINGS
388	TESTING APPLICATION STANDARD (TAS) 141-95 STANDARD REQUIREMENTS FOR COAL TAR (CUTBACK) ROOF COATING, BRUSHING CONSISTENCY
392	TESTING APPLICATION STANDARD (TAS) 142-95 STANDARD REQUIREMENTS FOR COAL TAR ROOF CEMENT, ASBESTOS FREE
394	TESTING APPLICATION STANDARD (TAS) 143-95 STANDARD REQUIREMENTS FOR WHITE ELASTOMERIC ROOF COATINGS USED FOR COATING BUILT UP ROOFS AND METAL ROOFING SYSTEMS
400	TESTING APPLICATION STANDARD (TAS) 201-94 IMPACT TEST PROCEDURES
401	FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING
406	TESTING APPLICATION STANDARD (TAS) 202-94 CRITERIA FOR TESTING IMPACT & NONIMPACT RESISTANT BUILDING ENVELOPE COMPONENTS USING UNIFORM STATIC AIR PRESSURE
407	FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING
412	TESTING APPLICATION STANDARD (TAS) 203-94 CRITERIA FOR TESTING PRODUCTS SUBJECT TO CYCLIC WIND PRESSURE LOADING
413	FIGURE 1 THREE (3) BASIC STORM PANEL ATTACHMENTS FOR TESTING
416	TESTING APPLICATION STANDARD (TAS) 301-94 TESTING LABORATORY
418	NATIONAL STORM SHELTER ASSOCIATION
419	ICC DIGITAL CODES PREMIUM
420	ICC EVALUATION SERVICE®
421	GET THE NEW 2023 FLORIDA CODES: COMPLETE COLLECTION

FL FloridaResidentialCode 2023 1stptg

Sun, 20 Oct 2024 08:05:23 +0000

The Eighth Edition (2023) update to the Florida Building Code: Residential is a fully integrated publication that updates the Seventh Edition 2020 Florida Building Code: Residential using the latest changes to the 2021 International Residential Code

PDF Catalog

PDF Pages	PDF Title
1	2023 FLORIDA BUILDING CODE EIGHTH EDITION RESIDENTIAL
2	2023 FLORIDA BUILDING CODE EIGHTH EDITION RESIDENTIAL
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
14	PART I – ADMINISTRATIVE CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION R101 SCOPE AND GENERAL REQUIREMENTS SECTION R102 APPLICABILITY RESERVED PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 DEPARTMENT OF BUILDING SAFETY RESERVED SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL RESERVED SECTION R105 PERMITS RESERVED SECTION R106 CONSTRUCTION DOCUMENTS RESERVED SECTION R107 TEMPORARY STRUCTURES AND USES RESERVED SECTION R108 FEES RESERVED SECTION R109 INSPECTIONS RESERVED SECTION R110 CERTIFICATE OF OCCUPANCY RESERVED SECTION R111 SERVICE UTILITIES RESERVED
15	SECTION R112 BOARD OF APPEALS RESERVED SECTION R113 VIOLATIONS RESERVED SECTION R114 STOP WORK ORDER RESERVED
16	PART II – DEFINITIONS CHAPTER 2 DEFINITIONS SECTION R201 GENERAL SECTION R202 DEFINITIONS
34	PART III – BUILDING PLANNING AND CONSTRUCTION CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA
35	TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
36	TABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf
37	TABLE R301.2(2)-continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf
38	TABLE R301.2(2)-continued COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf
39	TABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
40	FIGURE R301.2(1) ISOLINES OF THE 971/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (°F)
41	FIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETEa
42	FIGURE R301.2(4) ULTIMATE DESIGN WIND SPEEDS V
43	FIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP
44	FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
45	TABLE R301.2(4) NOMINAL (ASD) GARAGE DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)
46	TABLE R301.2.1.3 WIND SPEED CONVERSIONS
48	TABLE R301.2.1.5.1 ULTIMATE DESIGN WIND SPEED MODIFICATION FOR TOPOGRAPHIC WIND EFFECTa FIGURE R301.2.1.5.1(1) TOPOGRAPHIC FEATURES FOR WIND SPEED-UP EFFECT FIGURE R301.2.1.5.1(2) ILLUSTRATION OF WHERE ON A TOPOGRAPHIC FEATURE, WIND SPEED INCREASE IS APPLIED
49	FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION
50	TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED AND CONCENTRATED LIVE LOADS TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
51	TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SECTION R302 FIRE-RESISTANT CONSTRUCTION TABLE R302.1 EXTERIOR WALLS
54	TABLE R302.6 DWELLING-GARAGE SEPARATION
56	SECTION R303 LIGHT, VENTILATION AND HEATING
57	SECTION R304 MINIMUM ROOM AREAS
58	SECTION R305 CEILING HEIGHT SECTION R306 SANITATION SECTION R307 TOILET, BATH AND SHOWER SPACES SECTION R308 GLAZING
59	FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
60	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
61	FIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS
62	SECTION R309 GARAGES AND CARPORTS SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS
64	SECTION R311 MEANS OF EGRESS
67	SECTION R312 GUARDS AND WINDOW FALL PROTECTION
68	SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS RESERVED SECTION R314 SMOKE ALARMS
69	SECTION R315 CARBON MONOXIDE ALARMS SECTION R316 FOAM PLASTIC
71	SECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY
73	SECTION R318 PROTECTION AGAINST TERMITES
74	SECTION R319 SITE ADDRESS SECTION R320 ACCESSIBILITY
75	SECTION R321 ELEVATORS AND PLATFORM LIFTS SECTION R322 FLOOD-RESISTANT CONSTRUCTION
80	SECTION R323 STORM SHELTERS SECTION 324 SOLAR ENERGY SYSTEMS
82	SECTION R325 MEZZANINES SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS SECTION R327 AIRPORT NOISE SECTION R328 STATIONARY STORAGE BATTERY SYSTEMS
83	SECTION R329 STATIONARY ENGINE GENERATORS SECTION R330 STATIONARY FUEL CELL POWER SYSTEMS
84	CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
85	TABLE R401.1 FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE B (plf)
86	TABLE R401.1—continued FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE C (plf)
87	SECTION R402 MATERIALS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
88	SECTION R403 FOOTINGS
89	TABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches)
90	TABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches
91	THICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches)
92	TABLE R403.1.2 FOUNDATION UPLIFT (ASD) DESIGN DETAILS
93	FIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
94	FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS
95	FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS
96	FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS
97	FIGURE 403.1(1)—continued CONCRETE AND MASONRY FOUNDATION DETAILS
98	FIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS
99	FIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION
100	FIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
101	FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES
102	FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
103	TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS SECTION R404 FOUNDATION AND RETAINING WALLS
104	FIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD
105	TABLE R403.3(2) AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
106	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
107	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
108	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
109	TABLE R403.3(2)—continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY
110	FIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE
111	FIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGSa (D), (inches)
112	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
113	TABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf
114	TABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 5 INCHESa
115	TABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 6.75 INCHESa
116	TABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d ≥ 8.75 INCHESa
117	TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
118	TABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS
119	TABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS
120	TABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS
121	TABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS
122	TABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS
123	TABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS
124	TABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEEL
128	FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS
129	SECTION R405 FOUNDATION DRAINAGE
130	TABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure)
131	TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING
132	SECTION R407 COLUMNS SECTION R408 UNDER-FLOOR SPACE
134	CHAPTER 5 FLOORS SECTION R501 GENERAL SECTION R502 WOOD FLOOR FRAMING
135	SECTION R503 FLOOR SHEATHING SECTION R504 PRESSURE PRESERVATIVE TREATED WOOD FLOORS (ON GROUND)
136	SECTION R505 COLD-FORMED STEEL FLOOR FRAMING SECTION R506 CONCRETE FLOORS (ON GROUND)
137	SECTION R507 EXTERIOR DECKS TABLE R507.4 DECK POST HEIGHTa FIGURE R507.3 TYPICAL DECK POSTS TO DECK FOOTINGS
139	FIGURE R507.5 TYPICAL DECK BEAM SPANS TABLE R507.5 DECK BEAM SPAN LENGTHS
140	FIGURE R507.5. 1DECK BEAM TO DECK POST FIGURE R507.6 TYPICAL DECK JOIST SPANS
141	TABLE R507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES TABLE R507.7 MAXIMUM JOIST SPACING TABLE R507.8.1.3(1) DECK LEDGER CONNECTION TO BAND JOISTa, b (Deck live load = 40 psf, deck dead load = 10 psf
142	TABLE R507.8.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS FIGURE R507.8.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FIGURE R507.8.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
143	FIGURE 507.8.2(1) DECK ATTACHMENT FOR LATERAL LOADS FIGURE R507.8.2(2) DECK ATTACHMENT FOR LATERAL LOADS
144	CHAPTER 6 WALL CONSTRUCTION SECTION R601 GENERAL SECTION R602 WOOD WALL FRAMING
147	SECTION R603 COLD-FORMED STEEL WALL FRAMING SECTION R604 WOOD STRUCTURAL PANELS SECTION R605 PARTICLEBOARD SECTION R606 GENERAL MASONRY CONSTRUCTION
148	TABLE R606.2.8 MORTAR PROPORTIONSa TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
149	TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
150	TABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS
152	TABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
153	SECTION R607 GLASS UNIT MASONRY
154	FIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
155	SECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION
156	TABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa
157	FIGURE R608.3(1) FLAT WALL SYSTEM
158	FIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM
159	TABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
160	FIGURE R608.5.4(1) LAP SPLICES FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
161	FIGURE R608.5.4(3) STANDARD HOOKS
162	TABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND/OR ALTERNATIVE GRADE OF STEEL
164	FIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING
165	TABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
166	TABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa
167	TABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS
168	TABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS
169	(EQUATION R6-1) (EQUATION R6-2)
171	TABLE R608.7(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
172	TABLE R608.7(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
173	TABLE R608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
174	TABLE R608.7(1B)— continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY
175	TABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
176	TABLE R608.7(1C)—continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE
177	TABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET
178	TABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS
179	FIGURE R608.7(1) MINIMUM SOLID WALL LENGTH
180	FIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL
181	FIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS
183	FIGURE R608.8(1) REINFORCEMENT OF OPENINGS
184	FIGURE R608.8(2) LINTEL FOR FLAT WALLS FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS
185	FIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS
186	TABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONSa
187	TABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-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
188	TABLE R608.8(2)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-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
189	TABLE R608.8(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
190	TABLE R608.8(3)—continued 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
191	TABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-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
192	TABLE R608.8(4)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-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
193	TABLE R608.8(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
194	TABLE R608.8(5)—continued 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
195	TABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
196	TABLE R608.8(6)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET
197	TABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
198	TABLE R608.8(7)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET
199	TABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
200	TABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa
201	TABLE R608.8(9)—continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELSWITHOUT STIRRUPS IN NONLOAD-BEARING WALLS
202	SECTION R609 EXTERIOR WINDOWS AND DOORS
204	FIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
205	TABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
206	FIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
207	TABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa
208	FIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR
209	TABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa
210	FIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
211	TABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
212	FIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
213	TABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR
214	FIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
215	TABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL
216	FIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
217	TABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
218	FIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
219	TABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL
220	FIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
221	TABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
222	FIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
223	TABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
224	FIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
225	TABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR
226	FIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
227	TABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL
228	FIGURE R609.7.2(1) THROUGH THE FRAME FIGURE R609.7.2(2) FRAME CLIP FIGURE R609.7.2(3) THROUGH THE FRAME FIGURE R609.7.2(4) FRAME CLIP
229	FIGURE R609.7.2(5) THROUGH THE FLANGE FIGURE R609.7.2(6) THROUGH THE FLANGE FIGURE R609.7.2(7) FRAME CLIP FIGURE R609.7.2(8) THROUGH THE FLANGE
230	SECTION R610 STRUCTURAL INSULATEDPANEL WALL CONSTRUCTION
231	FIGURE R610.4 SIP WALL PANEL
232	TABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a TABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a
233	FIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
234	FIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION
235	FIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR CONNECTION FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION
236	FIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT FIGURE R610.5.4 SIP CORNER FRAMING DETAIL
237	FIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS TABLE R610.8 MAXIMUM SPANS FOR 117/8-INCH OR DEEPER SIP HEADERS (feet)
238	CHAPTER 7 WALL COVERING SECTION R701GENERAL SECTION R702 INTERIOR COVERING TABLE R702.1(1) THICKNESS OF PLASTER
239	TABLE R702.1(2) GYPSUM PLASTER PROPORTIONS TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
240	TABLE R702.4.2 BACKER BOARD MATERIALS
241	TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
242	TABLE R702.3.6 ALLOWABLE (ASD) SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES TABLE R702.7(1) VAPOR RETARDER MATERIALS AND CLASSES TABLE R702.7(2) VAPOR RETARDER OPTIONS
243	TABLE R702.7(3) CLASS III VAPOR RETARDERS TABLE R702.7(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER SECTION R703 EXTERIOR COVERING
244	TABLE R703.3(2) SCREW FASTENER SUBSTITUTION FORSIDING ATTACHMENT TO COLD-FORMED STEELLIGHT FRAME CONSTRUCTION TABLE R703.3.1 LIMITS FOR ATTACHMENT PER TABLE R703.3(1)
245	TABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
246	TABLE R703.3(1)—continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS
247	TABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
248	TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches)
249	TABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS TABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS
250	TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2. Reserved.
251	FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILS
252	FIGURE R703.8—continued TYPICAL MASONRY VENEER WALL DETAILSe
253	TABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING FIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
254	FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
255	TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING FIGURE R703.8.3.2 MASONRY VENEER OPENING
256	TABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS
257	TABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHING
258	FIGURE R703.11.1.4(1) TYPICAL STARTER STRIPa FIGURE R703.11.1.5(1) TYPICAL SNAP LOCK & UTILITY TRIMa FIGURE R703.11.1.5(2) SNAP LOCK & UTILITY TRIM UNDER WINDOWSa
259	TABLE R703.11.2 REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE
260	FIGURE R703.14.1.1.2(1) TRIM UNDER WINDOW AND TOP OF WALLS POLYPROPYLENE SIDING
261	TABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa SECTION R704 SOFFITS
262	TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
263	TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
264	TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT
265	FIGURE R704.2.1 TYPICAL SINGLE-SPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORT FIGURE R704.2.2 TYPICAL MULTISPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORT
266	TABLE R704.2.4 INSTALLATION REQUIREMENTS FOR WOOD STRUCTURAL PANEL, CLOSED SOFFIT
268	CHAPTER 8 ROOF-CEILING CONSTRUCTION SECTION R801 GENERAL SECTION R802 WOOD ROOF FRAMING
270	SECTION R803 ROOF SHEATHING TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
271	FIGURE R802.7.1.1 RAFTER NOTCH FIGURE R802.7.1.2 CEILING JOIST TAPER CUT
272	TABLE R803.2.2 MINIMUM ROOF SHEATHING THICKNESS SECTION R804 COLD-FORMED STEEL ROOF FRAMING SECTION R805 CEILING FINISHES SECTION R806 ROOF VENTILATION
273	TABLE R803.2.3.1 ROOF SHEATHING ATTACHMENT
274	TABLE R806.5 INSULATION FOR CONDENSATION CONTROL SECTION R807 ATTIC ACCESS
276	CHAPTER 9 ROOF ASSEMBLIES SECTION R901 GENERAL SECTION R902 FIRE CLASSIFICATION SECTION R903 WEATHER PROTECTION TABLE R903.2.1 METAL FLASHING MATERIAL
277	SECTION R904 MATERIALS SECTION R905 REQUIREMENTS FOR ROOF COVERINGS
279	TABLE R905.1.1.1 UNDERLAYMENT WITH SELF-ADHERING STRIPS OVER ROOF DECKING JOINTS
280	TABLE R905.2.6.1 CLASSIFICATION OF ASPHALT SHINGLES
281	TABLE R905.4.4 METAL ROOF COVERINGS
282	TABLE R905.4.4.1 CLASSIFICATION OF METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161 TABLE R905.6.5 SLATE SHINGLE HEADLAP
283	TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
284	TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
285	TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
286	SECTION R906 ROOF INSULATION TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS SECTION R908 EXISTING ROOFING
288	TABLE R908.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING
289	TABLE R908.8.1 REQUIRED UPLIFT CAPACITIES FOR ROOF-TO-WALL CONNECTIONSa, b, c (POUNDS PER LINEAR FOOT)
292	CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION R1001 MASONRY FIREPLACES TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS
293	FIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS
295	FIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES SECTION R1002 MASONRY HEATERS SECTION R1003 MASONRY CHIMNEYS
297	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
298	FIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
299	FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES TABLE R1003.20 CRICKET DIMENSIONS SECTION R1004 FACTORY-BUILT FIREPLACES
300	FIGURE R1003.20 CHIMNEY CRICKET SECTION R1005 FACTORY-BUILT CHIMNEYS SECTION R1006 EXTERIOR AIR SUPPLY
302	PART IV – ENERGY CONSERVATION CHAPTER 11 [RE] ENERGY EFFICIENCY SECTION N1101 GENERAL
304	PART V – MECHANICAL ADMINISTRATION CHAPTER 12 MECHANICAL ADMINISTRATION SECTION M1201 GENERAL SECTION M1202 EXISTING MECHANICAL SYSTEMS
306	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
307	SECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
308	FIGURE M1306.1 REDUCED CLEARANCE DIAGRAM FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
309	TABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa
310	SECTION M1307 APPLIANCE INSTALLATION
311	SECTION M1308 MECHANICAL SYSTEMS INSTALLATION
312	CHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES SECTION M1401 GENERAL SECTION M1402 CENTRAL FURNACES SECTION M1403 HEAT PUMP EQUIPMENT SECTION M1404 REFRIGERATION COOLING EQUIPMENT SECTION M1405 BASEBOARD CONVECTORS SECTION M1406 RADIANT HEATING SYSTEMS
313	SECTION M1407 DUCT HEATERS SECTION M1408 VENTED FLOOR FURNACES
314	SECTION M1409 VENTED WALL FURNACES SECTION M1410 VENTED ROOM HEATERS SECTION M1411 HEATING AND COOLING EQUIPMENT
315	SECTION M1412 ABSORPTION COOLING EQUIPMENT
316	SECTION M1413 EVAPORATIVE COOLING EQUIPMENT SECTION M1414 FIREPLACE STOVES SECTION M1415 MASONRY HEATERS
318	CHAPTER 15 EXHAUST SYSTEMS SECTION M1501 GENERAL SECTION M1502 CLOTHES DRYER EXHAUST TABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
319	SECTION M1503 RANGE HOODS SECTION M1504 INSTALLATION OF MICROWAVE OVENS
320	SECTION M1505 OVERHEAD EXHAUST HOODS SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS TABLE M1506.2 DUCT LENGTH SECTION M1507 MECHANICAL VENTILATION
321	TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS
322	CHAPTER 16 DUCT SYSTEMS SECTION M1601 DUCT CONSTRUCTION
323	TABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITS
325	SECTION M1602 RETURN AIR
326	CHAPTER 17 COMBUSTION AIR SECTION M1701 GENERAL
328	CHAPTER 18 CHIMNEYS AND VENTS SECTION M1801 GENERAL SECTION M1802 VENT COMPONENTS
329	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
330	SECTION M1804 VENTS TABLE M1804.1 VENT SELECTION CHART SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS
332	CHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS SECTION M1901 RANGES AND OVENS SECTION M1902 SAUNA HEATERS SECTION M1903 RESERVED SECTION M1904 GASEOUS HYDROGEN SYSTEMS SECTION M1905 RESIDENTIAL PERMANENTLY INSTALLEDSTAND-BY GENERATORS
334	CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS SECTION M2002 OPERATING AND SAFETY CONTROLS SECTION M2003 EXPANSION TANKS
335	TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS SECTION M2004 WATER HEATERS USED FOR SPACE HEATING SECTION M2005 WATER HEATERS SECTION M2006 POOL HEATERS
336	CHAPTER 21 HYDRONIC PIPING SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION TABLE M2101.9 HANGER SPACING INTERVALS
337	TABLE M2101.1 HYDRONIC PIPING MATERIALS
339	SECTION M2102 BASEBOARD CONVECTORS SECTION M2103 FLOOR HEATING SYSTEMS
340	SECTION M2104 LOW TEMPERATURE PIPING SECTION M2105 GROUND-SOURCE HEAT-PUMPSYSTEM LOOP PIPING
341	TABLE M2105.4 GROUND-SOURCE LOOP PIPE TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS
344	CHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS SECTION M2201 OIL TANKS SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS SECTION M2203 INSTALLATION
345	SECTION M2204 OIL PUMPS AND VALVES
346	CHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS
348	PART VI – FUEL GAS CHAPTER 24 FUEL GAS SECTION G2401 (101) GENERAL SECTION G2402 (201) GENERAL SECTION G2403 (202) GENERAL DEFINITIONS
354	SECTION G2404 (301) GENERAL
355	SECTION G2405 (302) STRUCTURAL SAFETY SECTION G2406 (303) APPLIANCE LOCATION
356	SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR (EQUATION 24-1) (EQUATION 24-2)
357	FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING(see Section G2407.5.3
358	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
359	FIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1 FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS(see Section G2407.6.2
360	SECTION G2408 (305) INSTALLATION SECTION G2409 (308) CLEARANCE REDUCTION
361	FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS SECTION G2410 (309) ELECTRICAL
362	FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
363	TABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION SECTION G2411 (310) ELECTRICAL BONDING
364	SECTION G2412 (401) GENERAL SECTION G2413 (402) PIPE SIZING
365	(EQUATION 24-3) (EQUATION 24-4) TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
366	TABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE
367	TABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE
368	TABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING
369	TABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING
370	TABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST
371	TABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST
372	TABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE
373	TABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE
374	TABLE G2413.4(9) [402.4(25)] SCHEDULE 40 METALLIC PIPE
375	TABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE
376	TABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE
377	TABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE
378	TABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING
379	TABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING
380	TABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING
381	TABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST
382	TABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST
383	TABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST
384	TABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE
385	TABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE
386	TABLE G2413.4(21) [402.4(37)]POLYETHYLENE PLASTIC TUBING
387	SECTION G2414 (403) PIPING MATERIALS TABLE G2414.8.2 (403.8.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
389	SECTION G2415 (404) PIPING SYSTEM INSTALLATION
391	SECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION SECTION G2417 (406) INSPECTION, TESTING AND PURGING
392	TABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING
393	SECTION G2418 (407) PIPING SUPPORT SECTION G2419 (408) DRIPS AND SLOPED PIPING
394	FIGURE G2419.4 (408.4) METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP SECTION G2420 (409) SHUTOFF VALVES TABLE G2420.1.1 (409.1.1) MANUAL GAS VALVE STANDARDS
395	SECTION G2421 (410) FLOW CONTROLS SECTION G2422 (411) APPLIANCE CONNECTIONS
396	SECTION G2423 (413) COMPRESSED NATURAL GAS MOTORVEHICLE FUEL-DISPENSING FACILITIES SECTION G2424 (415) PIPING SUPPORT INTERVALS
397	TABLE G2424.1 (415.1) SUPPORT OF PIPING SECTION G2425 (501) GENERAL
398	SECTION G2426 (502) VENTS
399	SECTION G2427 (503) VENTING OF APPLIANCES TABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED
402	FIGURE G2427.6.4 (503.6.5) TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL
404	TABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES
405	FIGURE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES
406	TABLE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES
407	TABLE G2427.10.5 (503.10.5) CLEARANCES FOR CONNECTORSa
408	SECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
410	TABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH
411	TABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT
412	TABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT
413	TABLE G2428.2(2) [504.2(2)]—continued TYPE B DOUBLE-WALL GAS VENT
415	TABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT
416	TABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT
417	TABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY
418	TABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY
419	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
420	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 SECTION G2437 (609) FLOOR FURNACES
421	SECTION G2438 (613) CLOTHES DRYERS SECTION G2439 (614) CLOTHES DRYER EXHAUST
422	TABLE G2439.7.4.1 (TABLE 614.9.4.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH SECTION G2440 (615) SAUNA HEATERS SECTION G2441 (617) POOL AND SPA HEATERS SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES
423	SECTION G2443 (619) CONVERSION BURNERS SECTION G2444 (620) UNIT HEATERS
424	SECTION G2445 (621) UNVENTED ROOM HEATERS SECTION G2446 (622) VENTED ROOM HEATERS SECTION G2447 (623) COOKING APPLIANCES
425	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
426	SECTION G2453 (635) OUTDOOR DECORATIVE APPLIANCES
428	PART VII – PLUMBING CHAPTER 25 PLUMBING ADMINISTRATION SECTION P2501 GENERAL SECTION P2502 EXISTING PLUMBING SYSTEMS SECTION P2503 INSPECTION AND TESTS
430	CHAPTER 26 GENERAL PLUMBING REQUIREMENTS SECTION P2601 GENERAL SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SECTION P2603 STRUCTURAL AND PIPING PROTECTION
431	SECTION P2604 TRENCHING AND BACKFILLING SECTION P2605 SUPPORT TABLE P2605.1 PIPING SUPPORT
432	SECTION P2606 PENETRATIONS SECTION P2607 WATERPROOFING OF OPENINGS SECTION P2608 WORKMANSHIP SECTION P2609 MATERIALS EVALUATION AND LISTING
434	CHAPTER 27 PLUMBING FIXTURES SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION P2702 FIXTURE ACCESSORIES SECTION P2703 TAIL PIECES SECTION P2704 ACCESS TO SLIP-JOINT CONNECTIONS SECTION P2705 INSTALLATION SECTION P2706 WASTE RECEPTORS
435	TABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS
436	SECTION P2707 DIRECTIONAL FITTINGS SECTION P2708 SHOWERS SECTION P2709 SHOWER RECEPTORS
437	SECTION P2710 SHOWER WALLS SECTION P2711 LAVATORIES SECTION P2712 WATER CLOSETS
438	SECTION P2713 BATHTUBS SECTION P2714 SINKS SECTION P2715 LAUNDRY TUBS SECTION P2716 FOOD-WASTE DISPOSER SECTION P2717 DISHWASHING MACHINES SECTION P2718 CLOTHES WASHING MACHINE SECTION P2719 FLOOR DRAINS
439	SECTION P2720 WHIRLPOOL BATHTUBS SECTION P2721 BIDET INSTALLATIONS SECTION P2722 FIXTURE FITTING SECTION P2723 MACERATING TOILET SYSTEMS SECTION P2724 SPECIALTY TEMPERATURECONTROL DEVICES AND VALVES SECTION P2725 NONLIQUID SATURATED TREATMENT SYSTEMS
440	CHAPTER 28 WATER HEATERS SECTION P2801 GENERAL SECTION P2802 SOLAR WATER HEATING SYSTEMS SECTION P2803 WATER HEATERS USED FOR SPACE HEATING SECTION P2804 RELIEF VALVES
442	CHAPTER 29 WATER SUPPLY AND DISTRIBUTION SECTION P2901 GENERAL FIGURE P2901.2.1 PICTOGRAPH—DO NOT DRINK TABLE P2901.2.2.2 SIZE OF PIPE IDENTIFICATION SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY
443	TABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS
444	TABLE P2902.3.1 MINIMUM AIR GAPS
445	SECTION P2903 WATER SUPPLY SYSTEM
446	TABLE P2903.1 FLOW RATE AND PRESSURES FOR DESIGNING PIPING SYSTEMS TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb
447	TABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS TABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
448	TABLE P2903.6(1)—continued CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES TABLE P2903.8.1 MANIFOLD SIZING
449	TABLE P2903.9.4 VALVES SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS
450	FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED
451	FIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION
453	TABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS
454	TABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS TABLE P2904.6.2(3) ELEVATION LOSS
455	TABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3/4-INCH TYPE M COPPER WATER TUBING
456	TABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING
457	TABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3/4-INCH CPVC PIPE
458	TABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE
459	TABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3/4-INCH PEX AND PE-RT TUBING
460	TABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING
462	SECTION P2905 HEATED WATER DISTRIBUTION SYSTEMS SECTION P2906 MATERIALS, JOINTS AND CONNECTIONS
463	TABLE P2906.4 WATER SERVICE PIPE TABLE P2906.5 WATER DISTRIBUTION PIPE
464	TABLE P2906.6 PIPE FITTINGS
466	SECTION P2907 CHANGES IN DIRECTION SECTION P2908 SUPPORT SECTION P2909 DRINKING WATER TREATMENT UNITS SECTION P2910 NONPOTABLE WATER SYSTEMS
467	FIGURE P2910.3 PICTOGRAPH—DO NOT DRINK
468	TABLE P2910.9.6 SIZE OF DRAIN PIPES FOR WATER TANKS
469	SECTION P2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS
470	TABLE P2911.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS
471	SECTION P2912 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS
472	TABLE P2912.10.1 LOCATION OF RAINWATER STORAGE TANKS
473	SECTION P2913 RECLAIMED WATER SYSTEMS
474	CHAPTER 30 SANITARY DRAINAGE SECTION P3001 GENERAL SECTION P3002 MATERIALS TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
475	TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE P3002.2 BUILDING SEWER PIPE
476	TABLE P3002.3PIPE FITTINGS SECTION P3003 JOINTS AND CONNECTIONS
478	SECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS SECTION P3005 DRAINAGE SYSTEM
479	TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION
481	TABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BECONNECTED 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
482	SECTION P3006 SIZING OF DRAIN PIPE OFFSETS SECTION P3007 SUMPS AND EJECTORS
483	TABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION P3008 BACKWATER VALVES SECTION P3009 SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEMS RESERVED SECTION P3010 REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPEBURSTING METHODS SECTION P3011 RELINING OF BUILDING SEWERS AND BUILDING DRAINS
486	CHAPTER 31 VENTS SECTION P3101 VENT SYSTEMS SECTION P3102 VENT STACKS AND STACK VENTS SECTION P3103 VENT TERMINALS
487	SECTION P3104 VENT CONNECTIONS AND GRADES 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
488	SECTION P3108 WET VENTING TABLE P3108.3 WET VENT SIZE SECTION P3109 WASTE STACK VENT TABLE P3109.4 WASTE STACK VENT SIZE SECTION P3110 CIRCUIT VENTING
489	SECTION P3111 COMBINATION WASTE AND VENT SYSTEM TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE SECTION P3112 ISLAND FIXTURE VENTING SECTION P3113 VENT PIPE SIZING
490	TABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS SECTION P3114 AIR ADMITTANCE VALVES
492	CHAPTER 32 TRAPS SECTION P3201 FIXTURE TRAPS
493	TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES
494	CHAPTER 33 STORM DRAINAGE SECTION P3301 GENERAL SECTION P3302 SUBSOIL DRAINS TABLE P3302.1 SUBSOIL DRAIN PIPE SECTION P3303 SUMPS AND PUMPING SYSTEMS
496	PART VIII – ELECTRICAL CHAPTER 34 GENERAL REQUIREMENTS SECTION E3401 GENERAL SECTION E3402 BUILDING STRUCTURE PROTECTION RESERVED SECTION E3403 INSPECTION AND APPROVAL RESERVED SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS RESERVED SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES RESERVED SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS RESERVED SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION RESERVED SECTION E3408 GFCI PROTECTION
498	CHAPTER 35 ELECTRICAL DEFINITIONS RESERVED
500	CHAPTER 36 SERVICES RESERVED
502	CHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS RESERVED
504	CHAPTER 38 WIRING METHODS RESERVED
506	CHAPTER 39 POWER AND LIGHTING DISTRIBUTION RESERVED
508	CHAPTER 40 DEVICES AND LUMINAIRES RESERVED
510	CHAPTER 41 APPLIANCE INSTALLATION RESERVED
512	CHAPTER 42 SWIMMING POOLS [ELECTRICAL PROVISIONS] RESERVED
514	CHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS RESERVED
516	CHAPTER 44 HIGH-VELOCITY HURRICANE ZONES SECTION R4401 HIGH-VELOCITY HURRICANE ZONES —EXTERIOR WALL COVERING SECTION R4402 HIGH-VELOCITY HURRICANE ZONES —ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION R4403 HIGH-VELOCITY HURRICANE ZONES —GENERAL SECTION R4404 HIGH-VELOCITY HURRICANE ZONES —FOUNDATIONS AND RETAINING WALLS SECTION R4405 HIGH-VELOCITY HURRICANE ZONES —CONCRETE SECTION 4406 HIGH-VELOCITY HURRICANE ZONES —LIGHT METAL ALLOYS SECTION 4407 HIGH-VELOCITY HURRICANE ZONES —MASONRY SECTION 4408 HIGH-VELOCITY HURRICANE ZONES —STEEL SECTION 4409 HIGH-VELOCITY HURRICANE ZONES —WOOD SECTION R4410 HIGH-VELOCITY HURRICANE ZONES —GLASS AND GLAZING SECTION R4411 HIGH-VELOCITY HURRICANE ZONES —GYPSUM BOARD AND PLASTER SECTION R4412 HIGH-VELOCITY HURRICANE ZONES —PLASTICS
518	CHAPTER 45 PRIVATE SWIMMING POOLS SECTION R4501 GENERAL
526	PART IX – REFERENCED STANDARDS CHAPTER 46 REFERENCED STANDARDS AAF AAMA Standards by FGIA
527	ACCA ACI AISI AMCA
528	ANSI
529	APA APSP (PHTA Standards) ASCE/SEI
530	ASHRAE ASME
531	ASSE
532	ASTM
542	AWC AWPA AWS AWWA
543	CEN CGSB CISPI CPA
544	CPSC CSA
546	CSSB DASMA DOC DOTn FEMA
547	Florida Codes FM
548	FRSA GA HPVA IAPMO ICC
549	ISO MAF MSS NAIMA
550	NFPA NSF
551	PCA SBCA SMACNA SRCC TMS
552	TPI UL
553	ULC
554	WDMA WMA
556	APPENDIX A SIZING AND CAPACITIES OF GAS PIPING
557	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
558	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
559	TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60
561	TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS
562	TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES
563	FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
564	FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
565	FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
568	APPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS 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 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
569	FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
570	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
571	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
572	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
573	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
575	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
576	FIGURE B-19
578	APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
580	APPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
585	TABLE D.6 CO THRESHOLDS
586	APPENDIX E FLORIDA STANDARD FOR MITIGATION OF RADONIN EXISTING BUILDINGS
587	CHAPTER E1 ADMINISTRATION CHAPTER E2 DEFINITIONS
588	CHAPTER E3 TESTING CHAPTER E4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
590	CHAPTER E5 ENGINEERED SYSTEMS CHAPTER E6 SOIL DEPRESSURIZATION SYSTEMS
594	APPENDIX F FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION CHAPTER F1 GENERAL CHAPTER F2 DEFINITIONS
596	CHAPTER F3 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
600	APPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS SECTION AG101 PLASTIC PIPING STANDARDS TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS
601	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS
602	TABLE AG101.1—continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS
603	SECTION AG102 REFERENCED STANDARDS
604	APPENDIX H PATIO COVERS SECTION AH101 GENERAL SECTION AH102 DEFINITION SECTION AH103 EXTERIOR WALLS AND OPENINGS SECTION AH104 HEIGHT SECTION AH105 STRUCTURAL PROVISIONS SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREENEN CLOSURES IN HURRICANE-PRONE REGIONS
605	TABLE AH106.4(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMING TABLE AH106.4(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE
606	FIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES
608	APPENDIX I PRIVATE SEWAGE DISPOSAL SECTION AI101 GENERAL
610	APPENDIX J EXISTING BUILDINGS AND STRUCTURES SECTION AJ101 PURPOSE AND INTENT SECTION AJ102 COMPLIANCE
611	SECTION AJ103 PRELIMINARY MEETING SECTION AJ104 EVALUATION OF AN EXISTING BUILDING SECTION AJ105 PERMIT SECTION AJ201 DEFINITIONS
612	SECTION AJ301 REPAIRS SECTION AJ401 RENOVATIONS SECTION AJ501 ALTERATIONS
613	SECTION AJ601 RECONSTRUCTION
616	APPENDIX K SOUND TRANSMISSION SECTION AK101 GENERAL SECTION AK102 AIR-BORNE SOUND SECTION AK103 STRUCTURAL-BORNE SOUND SECTION AK104 REFERENCED STANDARDS
618	APPENDIX L PERMIT FEES
620	APPENDIX M HOME DAY CARE—R-3 OCCUPANCY SECTION AM101 GENERAL SECTION AM102 DEFINITION SECTION AM103 MEANS OF EGRESS
621	SECTION AM104 SMOKE DETECTION
622	APPENDIX N VENTING METHODS FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS
623	FIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS
624	FIGURE N3 TYPICAL HORIZONTAL WET VENTING
625	FIGURE N4 TYPICAL METHODS OF WET VENTING
626	FIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING
627	FIGURE N6 WASTE STACK VENTING FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH
628	APPENDIX O AUTOMATIC VEHICULAR GATES SECTION AO101 GENERAL SECTION AO102 DEFINITION SECTION AO103 AUTOMATIC VEHICULAR GATES
630	APPENDIX P SIZING OF WATER PIPING SYSTEM SECTION AP101 GENERAL SECTION AP102 INFORMATION REQUIRED SECTION AP103 SELECTION OF PIPE SIZE
634	TABLE AP.1 TABLE AP.2
635	FIGURE AP103.3(1) EXAMPLE—SIZING
636	TABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
637	TABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
638	TABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND
639	TABLE AP103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi
640	TABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa
641	FIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa(TYPE K, ASTM B88 COPPER TUBING
642	FIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa(TYPE L, ASTM B88 COPPER TUBING)
643	FIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa(TYPE M, ASTM B88 COPPER TUBING
644	FIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
645	FIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
646	FIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa
647	SECTION AP201 SELECTION OF PIPE SIZE
648	TABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
649	TABLE AP201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
650	APPENDIX Q TINY HOUSES SECTION AQ101 GENERAL SECTION AQ102 DEFINITIONS SECTION AQ103 CEILING HEIGHT SECTION AQ104 LOFTS FIGURE AQ104.1.3 LOFT CEILING HEIGHT
651	SECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION AQ106 ENERGY CONSERVATION
652	APPENDIX R LIGHT STRAW-CLAY CONSTRUCTION SECTION AR101 GENERAL SECTION AR102 DEFINITIONS SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION
653	SECTION AR104 THERMAL INSULATION SECTION AR105 REFERENCED STANDARD
654	APPENDIX S STRAWBALE CONSTRUCTION SECTION AS101 GENERAL SECTION AS102 DEFINITIONS SECTION AS103 BALES
655	SECTION AS104 FINISHES
656	SECTION AS105 STRAWBALE WALLS—GENERAL
657	TABLE AS105.4 OUT-OF-PLANE RESISTANCE AND UNRESTRAINED WALL DIMENSIONS
658	SECTION AS106 STRAWBALE WALLS—STRUCTURAL TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS
659	TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES
660	TABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED SECTION AS107 FIRE RESISTANCE
661	SECTION AS108 THERMAL INSULATION SECTION AS109 REFERENCED STANDARDS
662	APPENDIX T RECOMMENDED PROCEDURE FOR WORST-CASE TESTING OF ATMOSPHERIC VENTING SYSTEMS UNDER N1102.4 OR N1105 CONDITIONS ≤ 5ACH50 SECTION T101 SCOPE SECTION T202 GENERAL DEFINITIONS SECTION T301 TESTING PROCEDURE
663	TABLE T301.1(1) CAZ DEPRESSURIZATION LIMITS TABLE T301.1(2) ACCEPTABLE DRAFT TEST CORRECTION TABLE T301.1(3) ACCEPTABLE DRAFT TEST CORRECTION
664	APPENDIX AU COB CONSTRUCTION (MONOLITHIC ADOBE) SECTION AU101 GENERAL FIGURE AU101.4 TYPICAL COB WALL SECTION AU102 DEFINITIONS
665	SECTION AU103 MATERIALS, MIXING AND INSTALLATION
666	SECTION AU 104 FINISHES
667	SECTION AU105 COB WALLS—GENERAL TABLE AU105.3 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS
669	SECTION AU106 COB WALLS—STRUCTURAL (EQUATION AU-1)
670	(EQUATION AU-2) (EQUATION AU-3)
671	FIGURE AU106.9.5 CONNECTION OF ROOF FRAMING TO BOND BEAMS
672	(EQUATION AU-4 FIGURE AU106.9.6 CONNECTIONS AT GABLE AND SHED ROOF END WALLS SECTION AU107 COB FLOORS SECTION AU108 FIRE RESISTANCE
673	TABLE AU106.10 LINTELS AND BOND BEAMS SPANNING OPENINGS
674	TABLE AU106.11(1) COB BRACED WALL PANEL TYPES
675	TABLE AU106.11(2) BRACING REQUIREMENTS FOR COB-BRACED WALL PANELS BASED ON WIND SPEED TABLE AU106.11(3) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY A
676	TABLE AU106.11(4) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B
677	TABLE AU106.11(5) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C
678	FIGURE AU106.11.3 CURVED BRACED WALL PANEL TABLE AU106.12 ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT
679	SECTION AU109 THERMAL PERFORMANCE SECTION AU110 REFERENCED STANDARDS TABLE AU110.1 REFERENCED STANDARDS
680	APPENDIX V BOARD OF APPEALS SECTION AV 101 GENERAL
682	APPENDIX W 3D-PRINTED BUILDING CONSTRUCTION SECTION W101 GENERAL SECTION W102 DEFINITIONS SECTION W103 BUILDING DESIGN SECTION W104 BUILDING CONSTRUCTION SECTION W105 SPECIAL INSPECTIONS
683	SECTION AW106 REFERENCED STANDARDS TABLE AW06.1 REFERENCED STANDARDS
684	APPENDIX X SOLAR-READY PROVISIONS— DETACHED ONE- AND TWO-FAMILY DWELLINGS, MULTIPLE SINGLE FAMILY DWELLINGS (TOWNHOUSES) SECTION UX101 SCOPE SECTION UX102 GENERAL DEFINITION SECTION UX103 SOLAR-READY ZONE
686	INDEX
698	ADDITIONAL CODE RESOURCES FROM THE ICC
699	DIGITAL CODES PREMIUM
700	ICC EVALUATION SERVICES
701	2023 FLORIDA CODES: COMPLETE COLLECTION

FL FloridaPlumbingCode 2023 1stptg

Sun, 20 Oct 2024 08:05:21 +0000

The Eighth Edition (2023) update to the Florida Building Code: Plumbing is a fully integrated publication that updates the Seventh Edition 2020 Florida Building Code: Plumbing using the latest changes to the 2021 International Plumbing Code

PDF Catalog

PDF Pages	PDF Title
1	2023 FLORIDA BUILDING CODE EIGHTH EDITION PLUMBING
2	2023 FLORIDA BUILDING CODE EIGHTH EDITION PLUMBING
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
10	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY RESERVED PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF PLUMBING INSPECTION RESERVED SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIALRESERVED SECTION 105 APPROVAL RESERVED SECTION 106 PERMITS RESERVED SECTION 107 INSPECTIONS AND TESTING RESERVED SECTION 108 VIOLATIONS RESERVED SECTION 109 MEANS OF APPEAL RESERVED SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES RESERVED
12	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
20	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL SECTION 302 EXCLUSION OF MATERIALS DETRIMENTAL TO THE SEWER SYSTEM SECTION 303 MATERIALS SECTION 304 RODENTPROOFING
21	SECTION 305 PROTECTION OF PIPES AND PLUMBING SYSTEM COMPONENTS SECTION 306 TRENCHING, EXCAVATION AND BACKFILL
22	SECTION 307 STRUCTURAL SAFETY SECTION 308 PIPING SUPPORT TABLE 308.5 HANGER SPACING
23	SECTION 309 FLOOD HAZARD RESISTANCE SECTION 310 WASHROOM AND TOILET ROOM REQUIREMENTS SECTION 311 TOILET FACILITIES FOR WORKERS SECTION 312 TESTS AND INSPECTIONS
24	SECTION 313 EQUIPMENT EFFICIENCIES SECTION 314 CONDENSATE DISPOSAL
25	[M] TABLE 314.2.2 CONDENSATE DRAIN SIZING
26	SECTION 315 PENETRATIONS SECTION 316 ALTERNATIVE ENGINEERED DESIGN SECTION 317 PUBLIC FOOD SERVICE ESTABLISHMENTS AND FOOD ESTABLISHMENTS SECTION 318 IRRIGATION
28	CHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGS SECTION 401 GENERAL SECTION 402 FIXTURE MATERIALS SECTION 403 MINIMUM PLUMBING FACILITIES TABLE 403.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a(See Sections 403.1.1 and 403.2)
29	TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a(See Sections 403.1.1 and 403.2)
30	TABLE 403.1—continued MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a(See Sections 403.1.1 and 403.2)
32	TABLE 403.6 PUBLIC SWIMMING POOL—REQUIRED FIXTURES COUNT PER SQUARE FOOT OF POOL SURFACE SECTION 404 ACCESSIBLE PLUMBING FACILITIES RESERVED
33	SECTION 405 INSTALLATION OF FIXTURES
34	SECTION 406 AUTOMATIC CLOTHES WASHERS SECTION 407 BATHTUBS SECTION 408 BIDETS SECTION 409 DISHWASHING MACHINES SECTION 410 DRINKING FOUNTAINS
35	SECTION 411 EMERGENCY SHOWERS AND EYEWASH STATIONS SECTION 412 FAUCETS AND FIXTURE FITTINGS
36	SECTION 413 FLOOR AND TRENCH DRAINS SECTION 414 FLOOR SINKS SECTION 415 FLUSHING DEVICES FOR WATER CLOSETS AND URINALS
37	SECTION 416 FOOD WASTE DISPOSER UNITS SECTION 417 GARBAGE CAN WASHERS SECTION 418 LAUNDRY TRAYS SECTION 419 LAVATORIES SECTION 420 MANUAL FOOD AND BEVERAGE DISPENSING EQUIPMENT SECTION 421 SHOWERS
38	SECTION 422 SINKS
39	SECTION 423 SPECIALTY PLUMBING FIXTURES SECTION 424 URINALS SECTION 425 WATER CLOSETS SECTION 426 WHIRLPOOL BATHTUBS
40	CHAPTER 5 WATER HEATERS SECTION 501 GENERAL SECTION 502 INSTALLATION SECTION 503 CONNECTIONS
41	SECTION 504 SAFETY DEVICES
42	SECTION 505 INSULATION
44	CHAPTER 6 WATER SUPPLY AND DISTRIBUTION SECTION 601 GENERAL SECTION 602 WATER REQUIRED SECTION 603 WATER SERVICE
45	SECTION 604 DESIGN OF BUILDING WATER DISTRIBUTION SYSTEM TABLE 604.3 WATER DISTRIBUTION SYSTEM DESIGN CRITERIA REQUIRED CAPACITY AT FIXTURE SUPPLY PIPE OUTLETS TABLE 604.4 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
46	TABLE 604.5 MINIMUM SIZES OF FIXTURE WATER SUPPLY PIPES TABLE 604.10.1 MANIFOLD SIZING
47	SECTION 605 MATERIALS, JOINTS AND CONNECTIONS TABLE 605.8 MANUFACTURED PIPE NIPPLES
48	TABLE 605.3 WATER SERVICE PIPE TABLE 605.4 WATER DISTRIBUTION PIPE
49	TABLE 605.5 PIPE FITTINGS TABLE 605.7 VALVES
52	SECTION 606 INSTALLATION OF THE BUILDING WATER DISTRIBUTION SYSTEM
53	TABLE 606.5.4 SIZES FOR OVERFLOW PIPES FOR WATER SUPPLY TANKS TABLE 606.5.7 SIZE OF DRAIN PIPES FOR WATER TANKS SECTION 607 HOT WATER SUPPLY SYSTEM
54	SECTION 608 PROTECTION OF POTABLE WATER SUPPLY
55	TABLE 608.1 APPLICATION OF BACKFLOW PREVENTERS
56	FIGURE 608.9.1 PICTOGRAPH—DO NOT DRINK
57	TABLE 608.9.2.2 SIZE OF PIPE IDENTIFICATION
58	TABLE 608.16.1 MINIMUM REQUIRED AIR GAPS
59	SECTION 609 HEALTH CARE PLUMBING
60	SECTION 610 DISINFECTION OF POTABLE WATER SYSTEM SECTION 611 WATER TREATMENT UNITS SECTION 612 SOLAR SYSTEMS SECTION 613 TEMPERATURE CONTROL DEVICES AND VALVES
61	SECTION 614 WELL PUMPS AND TANKS USED FOR PRIVATE POTABLE WATER SYSTEMS TABLE 614.1 MINIMUM PRIVATE POTABLE WATER SYSTEM PUMP SIZE
62	CHAPTER 7 SANITARY DRAINAGE SECTION 701 GENERAL SECTION 702 MATERIALS TABLE 702.1 ABOVE-GROUND DRAINAGE AND VENT PIPE
63	TABLE 702.2UNDERGROUND BUILDING DRAINAGE AND VENT PIPE TABLE 702.3 BUILDING SEWER PIPE
64	TABLE 702.4 PIPE FITTINGS SECTION 703 BUILDING SEWER SECTION 704 DRAINAGE PIPING INSTALLATION TABLE 704.1 SLOPE OF HORIZONTAL DRAINAGE PIPE
65	SECTION 705 JOINTS
67	TABLE 705.19 SOLDERING BUSHING SPECIFICATIONS SECTION 706 CONNECTIONS BETWEEN DRAINAGE PIPING AND FITTINGS
68	TABLE 706.3 FITTINGS FOR CHANGE IN DIRECTION SECTION 707 PROHIBITED JOINTS AND CONNECTIONS SECTION 708 CLEANOUTS
69	SECTION 709 FIXTURE UNITS TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS SECTION 710 DRAINAGE SYSTEM SIZING
70	TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS
71	TABLE 710.1(1) BUILDING DRAINS AND SEWERS TABLE 710.1(2) HORIZONTAL FIXTURE BRANCHES AND STACKSa SECTION 711 OFFSETS IN DRAINAGE PIPING INBUILDINGS OF FIVE STORIES OR MORE
72	SECTION 712 SUMPS AND EJECTORS TABLE 712.4.2 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR SECTION 713 COMPUTERIZED DRAINAGE DESIGN
73	SECTION 714 BACKWATER VALVES SECTION 715 VACUUM DRAINAGE SYSTEMS SECTION 716 REPLACEMENT OF UNDERGROUND BUILDING SEWERS AND BUILDING DRAINS BY PIPEBURSTING METHODS
74	SECTION 717 RELINING BUILDING SEWERS AND BUILDING DRAINS SECTION 718 REHABILITATION OF BUILDING SEWERS AND BUILDING DRAINS
76	CHAPTER 8 INDIRECT/SPECIAL WASTE SECTION 801 GENERAL SECTION 802 INDIRECT WASTES
77	SECTION 803 SPECIAL WASTES
78	CHAPTER 9 VENTS SECTION 901 GENERAL SECTION 902 MATERIALS SECTION 903 VENT TERMINALS
79	SECTION 904 OUTDOOR VENT EXTENSIONS SECTION 905 VENT CONNECTIONS AND GRADES SECTION 906 VENT PIPE SIZING
80	TABLE 906.1 SIZE AND DEVELOPED LENGTH OF STACK VENTS AND VENT STACKS
81	TABLE 906.5.1 SIZE AND LENGTH OF SUMP VENTS SECTION 907 VENTS FOR STACK OFFSETS SECTION 908 RELIEF VENTS—STACKS OF MORE THAN 10 BRANCH INTERVALS SECTION 909 FIXTURE VENTS TABLE 909.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
82	SECTION 910 INDIVIDUAL VENT SECTION 911 COMMON VENT TABLE 911.3 COMMON VENT SIZES SECTION 912 WET VENTING TABLE 912.3 WET VENT SIZE SECTION 913 WASTE STACK VENT
83	TABLE 913.4 WASTE STACK VENT SIZE SECTION 914 CIRCUIT VENTING SECTION 915 COMBINATION WASTE AND VENT SYSTEM TABLE 915.2.2 SIZE OF COMBINATION WASTE AND VENT PIPE
84	SECTION 916 ISLAND FIXTURE VENTING SECTION 917 SINGLE STACK VENT SYSTEM TABLE 917.2 SINGLE STACK SIZE
85	SECTION 918 AIR ADMITTANCE VALVES SECTION 919 ENGINEERED VENT SYSTEMS EQUATION 9-1
86	TABLE 919.2 MINIMUM DIAMETER AND MAXIMUM LENGTH OF INDIVIDUAL BRANCH FIXTURE VENTS AND INDIVIDUAL FIXTURE HEADER VENTS FOR SMOOTH PIPES SECTION 920 COMPUTERIZED VENT DESIGN
88	CHAPTER 10 TRAPS, INTERCEPTORS AND SEPARATORS SECTION 1001 GENERAL SECTION 1002 TRAP REQUIREMENTS
89	SECTION 1003 INTERCEPTORS AND SEPARATORS
90	TABLE 1003.3.5.1 CAPACITY OF GREASE INTERCEPTORSa
91	SECTION 1004 MATERIALS, JOINTS AND CONNECTIONS
92	CHAPTER 11 STORM DRAINAGE SECTION 1101 GENERAL SECTION 1102 MATERIALS TABLE 1102.4 BUILDING STORM SEWER PIPE
93	TABLE 1102.5 SUBSOIL DRAIN PIPE TABLE 1102.7 PIPE FITTING SECTION 1103 TRAPS SECTION 1104 CONDUCTORS AND CONNECTIONS
94	SECTION 1105 ROOF DRAINS SECTION 1106 SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS TABLE 1106.2 STORM DRAIN PIPE SIZING TABLE 1106.3 VERTICAL LEADER SIZING EQUATION 11-1
95	TABLE 1106.6 HORIZONTAL GUTTER SIZING SECTION 1107 SIPHONIC ROOF DRAINAGE SYSTEMS SECTION 1108 SECONDARY (EMERGENCY) ROOF DRAINS SECTION 1109 COMBINED SANITARY AND STORM PUBLIC SEWER SECTION 1110 CONTROLLED FLOW ROOF DRAIN SYSTEMS
96	FIGURE 1106.1100-YEAR, 1-HOUR RAINFALL (INCHES) EASTERN UNITED STATES
97	FIGURE 1106.1—continued100-YEAR, 1-HOUR RAINFALL (INCHES) CENTRAL UNITED STATES
98	FIGURE 1106.1—continued100-YEAR, 1-HOUR RAINFALL (INCHES) WESTERN UNITED STATES
99	FIGURE 1106.1—continued100-YEAR, 1-HOUR RAINFALL (INCHES) ALASKA
100	FIGURE 1106.1—continued100-YEAR, 1-HOUR RAINFALL (INCHES) HAWAII
101	SECTION 1111 SUBSOIL DRAINS SECTION 1112 BUILDING SUBDRAINS SECTION 1113 SUMPS AND PUMPING SYSTEMS
102	CHAPTER 12 SPECIAL PIPING AND STORAGE SYSTEMS SECTION 1201 GENERAL SECTION 1202 MEDICAL GASES SECTION 1203 OXYGEN SYSTEMS
104	CHAPTER 13 NONPOTABLE WATER SYSTEMS SECTION 1301 GENERAL FIGURE 1301.3 PICTOGRAPH—DO NOT DRINK
106	SECTION 1302 ON-SITE NONPOTABLE WATER REUSE SYSTEMS
107	TABLE 1302.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS
108	SECTION 1303 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS
109	TABLE 1303.10.1 LOCATION OF RAINWATER STORAGE TANKS
110	SECTION 1304 RECLAIMED WATER SYSTEMS
112	CHAPTER 14 SUBSURFACE GRAYWATER SOIL ABSORPTION SYSTEMS RESERVED
114	CHAPTER 15 REFERENCED STANDARDS ANSI ASHRAE ASME
116	ASPE ASSE
117	ASTM
121	AWS AWWA
122	CISPI CSA
124	Florida Codes IAPMO ISEA
125	MSS NFPA NSF PDI
126	PSAI SRCC UL WQA
128	APPENDIX A PLUMBING PERMIT FEE SCHEDULE PERMIT ISSUANCE UNIT FEE SCHEDULE OTHER INSPECTIONS AND FEES
130	APPENDIX B RATES OF RAINFALL FOR VARIOUS CITIES
132	APPENDIX C STRUCTURAL SAFETY SECTION C101 CUTTING, NOTCHING AND BORING IN WOOD MEMBERS
134	APPENDIX D DEGREE DAY AND DESIGN TEMPERATURES
135	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
136	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
137	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
138	TABLE D101—continued DEGREE DAY AND DESIGN TEMPERATURESa FOR CITIES IN THE UNITED STATES
140	APPENDIX E SIZING OF WATER PIPING SYSTEM SECTION E101 GENERAL SECTION E102 INFORMATION REQUIRED SECTION E103 SELECTION OF PIPE SIZE
144	TABLE E.1 TABLE E.2
145	FIGURE E103.3 (1) EXAMPLE—SIZING
146	TABLE E103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS
147	TABLE E103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa
148	TABLE E103.3(3) TABLE FOR ESTIMATING DEMAND
149	TABLE E103.3(3)—continued TABLE FOR ESTIMATING DEMAND TABLE E103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi)
150	TABLE E103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet) TABLE E103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet)
151	FIGURE E103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING)
152	FIGURE E103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING)
153	FIGURE E103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING)
154	FIGURE E103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa
155	FIGURE E103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa
156	FIGURE E103.3(7) FRICTION LOSS IN ROUGH PIPEa
157	SECTION E201 SELECTION OF PIPE SIZE SECTION E202 DETERMINATION OF PIPE VOLUMES
158	TABLE E201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
159	TABLE E201.1—continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPINGBASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.)
160	TABLE E202.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING
162	APPENDIX F PROPOSED CONSTRUCTION BUILDING CODES FORTURF AND LANDSCAPE IRRIGATION SYSTEMS
174	INDEX
184	ADDITIONAL CODE RESOURCES FROM ICC
185	ICC DIGITAL CODES PREMIUM
186	ICC EVALUATION SERVICE®
187	GET THE NEW 2023 FLORIDA CODES: COMPLETE COLLECTION

FL FloridaMechanicalCode 2023 1stptg

Sun, 20 Oct 2024 08:05:21 +0000

The Eight Edition (2023) update to the Florida Building Code: Mechanical is a fully integrated publication that updates the Seventh Edition 2020 Florida Building Code: Mechanical using the latest changes to the 2021 International Mechanical Code

PDF Catalog

PDF Pages	PDF Title
1	2023 FLORIDA BUILDING CODE EIGHTH EDITION MECHANICAL
2	2023 FLORIDA BUILDING CODE EIGHTH EDITION MECHANICAL
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
10	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1–SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY RESERVED PART 2–ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF MECHANICAL INSPECTION RESERVED SECTION 104 DUTIES AND POWERS OF THE CODE OFFICIAL RESERVED SECTION 105 APPROVAL RESERVED SECTION 106 PERMITS RESERVED SECTION 107 INSPECTIONS AND TESTING RESERVED SECTION 108 VIOLATIONS RESERVED SECTION 109 MEANS OF APPEAL RESERVED SECTION 110 TEMPORARY EQUIPMENT, SYSTEMS AND USES RESERVED
12	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 GENERAL DEFINITIONS
24	CHAPTER 3 GENERAL REGULATIONS SECTION 301 GENERAL
25	SECTION 302 PROTECTION OF STRUCTURE
26	SECTION 303 EQUIPMENT AND APPLIANCE LOCATION SECTION 304 INSTALLATION
28	SECTION 305 PIPING SUPPORT TABLE 305.4 PIPING SUPPORT SPACINGa SECTION 306 ACCESS AND SERVICE SPACE
30	SECTION 307 CONDENSATE DISPOSAL TABLE 307.2.2 CONDENSATE DRAIN SIZING
31	SECTION 308 CLEARANCE REDUCTION
32	TABLE 308.4.2 CLEARANCE REDUCTION METHODSb SECTION 309 TEMPERATURE CONTROL
33	SECTION 310 EXPLOSION CONTROL SECTION 311 SMOKE AND HEAT VENTS SECTION 312 HEATING AND COOLING LOAD CALCULATIONS
34	CHAPTER 4 VENTILATION SECTION 401 GENERAL TABLE 401.5 OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING AIR INTAKE OPENINGS SECTION 402 NATURAL VENTILATION
35	SECTION 403 MECHANICAL VENTILATION
36	EQUATION 4-1 EQUATION 4-2 TABLE 403.3.1.1.1.2 ZONE AIR DISTRIBUTION EFFECTIVENESSa,b,c,d EQUATION 4-3 EQUATION 4-4
37	EQUATION 4-5 TABLE 403.3.1.1.2.3.2 SYSTEM VENTILATION EFFICIENCYa,b EQUATION 4-6 EQUATION 4-7 EQUATION 4-8 EQUATION 4-9
38	TABLE 403.3.2.3 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR GROUP R-2, R-3, AND R-4 OCCUPANCIES SECTION 404 ENCLOSED PARKING GARAGES SECTION 405 SYSTEMS CONTROL SECTION 406 VENTILATION OF UNINHABITED SPACES SECTION 407 AMBULATORY CARE FACILITIES AND GROUP I-2 OCCUPANCIES
39	TABLE 403.3.1.1 MINIMUM VENTILATION RATES
40	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
41	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
42	TABLE 403.3.1.1—continued MINIMUM VENTILATION RATES
44	CHAPTER 5 EXHAUST SYSTEMS SECTION 501 GENERAL
45	SECTION 502 REQUIRED SYSTEMS
46	EQUATION 5-1
52	SECTION 503 MOTORS AND FANS SECTION 504 CLOTHES DRYER EXHAUST
53	TABLE 504.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
54	SECTION 505 DOMESTIC KITCHEN EXHAUST EQUIPMENT
55	SECTION 506 COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM DUCTS AND EXHAUST EQUIPMENT
60	SECTION 507 COMMERCIAL KITCHEN HOODS
61	TABLE 507.2.8 MINIMUM DISTANCE BETWEEN THE LOWEST EDGE OF A GREASE FILTER AND THE COOKING SURFACE OR THE HEATING SURFACE
63	SECTION 508 COMMERCIAL KITCHEN MAKEUP AIR SECTION 509 FIRE SUPPRESSION SYSTEMS SECTION 510 HAZARDOUS EXHAUST SYSTEMS
66	TABLE 510.9 MINIMUM DUCT THICKNESS TABLE 510.9.2 CLEARANCE TO COMBUSTIBLES SECTION 511 DUST, STOCK AND REFUSE CONVEYING SYSTEMS
67	TABLE 511.2 CONSTRUCTION, CLEARANCE AND TERMINATION REQUIREMENTS FOR SINGLE-WALL METAL CHIMNEYS SECTION 512 SUBSLAB SOIL EXHAUST SYSTEMS SECTION 513 SMOKE CONTROL SYSTEMS
69	EQUATION 5-1
70	EQUATION 5-2
71	SECTION 514 ENERGY RECOVERY VENTILATION SYSTEMS SECTION 515 MAUSOLEUM RELIEF VENT
72	TABLE 515.2A CRYPT PRESSURE RELIEF PIPE TABLE 515.2B CRYPT PRESSURE RELIEF FITTINGS SECTION 516 CARBON MONOXIDE CONTROL SYSTEMS
74	CHAPTER 6 DUCT SYSTEMS SECTION 601 GENERAL
75	SECTION 602 PLENUMS
77	SECTION 603 DUCT CONSTRUCTION AND INSTALLATION
78	TABLE 603.4 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa
79	SECTION 604 INSULATION
80	SECTION 605 AIR FILTERS SECTION 606 SMOKE DETECTION SYSTEMS CONTROL
81	SECTION 607 DUCT AND TRANSFER OPENINGS
82	[BF] TABLE 607.3.2.1 FIRE DAMPER RATING
86	SECTION 608 BALANCING
88	CHAPTER 7 COMBUSTION AIR SECTION 701 GENERAL
90	CHAPTER 8 CHIMNEYS AND VENTS SECTION 801 GENERAL
91	SECTION 802 VENTS TABLE 802.2 VENT APPLICATION
92	SECTION 803 CONNECTORS TABLE 803.9(1) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR LOW-HEAT APPLIANCES TABLE 803.9(2) MINIMUM CHIMNEY CONNECTOR THICKNESS FOR MEDIUM- AND HIGH-HEAT APPLIANCES
93	TABLE 803.10.4 CHIMNEY CONNECTOR SYSTEMS AND CLEARANCES TO COMBUSTIBLE WALL MATERIALS FOR DOMESTIC HEATING APPLIANCESa, b, c, d TABLE 803.10.6 CONNECTOR CLEARANCES TO COMBUSTIBLES SECTION 804 DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT SYSTEMS
94	SECTION 805 FACTORY-BUILT CHIMNEYS
95	SECTION 806 METAL CHIMNEYS
96	CHAPTER 9 SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-BURNING EQUIPMENT SECTION 901 GENERAL SECTION 902 MASONRY FIREPLACES SECTION 903 FACTORY-BUILT FIREPLACES SECTION 904 PELLET FUEL-BURNING APPLIANCES SECTION 905 FIREPLACE STOVES AND ROOM HEATERS SECTION 906 FACTORY-BUILT BARBECUE APPLIANCES SECTION 907 INCINERATORS AND CREMATORIES SECTION 908 COOLING TOWERS, EVAPORATIVE CONDENSERS AND FLUID COOLERS
97	SECTION 909 VENTED WALL FURNACES SECTION 910 FLOOR FURNACES SECTION 911 DUCT FURNACES
98	SECTION 912 INFRARED RADIANT HEATERS SECTION 913 CLOTHES DRYERS SECTION 914 SAUNA HEATERS SECTION 915 ENGINE AND GAS TURBINE-POWERED EQUIPMENT AND APPLIANCES SECTION 916 POOL AND SPA HEATERS SECTION 917 COOKING APPLIANCES
99	SECTION 918 FORCED-AIR WARM-AIR FURNACES SECTION 919 CONVERSION BURNERS SECTION 920 UNIT HEATERS SECTION 921 VENTED ROOM HEATERS SECTION 922 KEROSENE AND OIL-FIRED STOVES SECTION 923 SMALL CERAMIC KILNS SECTION 924 STATIONARY FUEL CELL POWER SYSTEMS SECTION 925 MASONRY HEATERS SECTION 926 GASEOUS HYDROGEN SYSTEMS
100	SECTION 927 RADIANT HEATING SYSTEMS SECTION 928 EVAPORATIVE COOLING EQUIPMENT SECTION 929 UNVENTED ALCOHOL FUEL-BURNING DECORATIVE APPLIANCES SECTION 930 LARGE-DIAMETER CEILING FANS
102	CHAPTER 10 BOILERS, WATER HEATERS AND PRESSURE VESSELS SECTION 1001 GENERAL SECTION 1002 WATER HEATERS SECTION 1003 PRESSURE VESSELS SECTION 1004 BOILERS
103	TABLE 1004.3.1 BOILER TOP CLEARANCES SECTION 1005 BOILER CONNECTIONS SECTION 1006 SAFETY AND PRESSURE RELIEF VALVES AND CONTROLS
104	SECTION 1007 BOILER LOW-WATER CUTOFF SECTION 1008 BOTTOM BLOWOFF VALVE SECTION 1009 HOT WATER BOILER EXPANSION TANK EQUATION 10-1 TABLE 1009.2 CLOSED-TYPE EXPANSION TANK SIZING
105	SECTION 1010 GAUGES SECTION 1011 TESTS
106	CHAPTER 11 REFRIGERATION SECTION 1101 GENERAL SECTION 1102 SYSTEM REQUIREMENTS
107	SECTION 1103 REFRIGERATION SYSTEM CLASSIFICATION
108	TABLE 1103.1 REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
109	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
110	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
111	TABLE 1103.1—continued REFRIGERANT CLASSIFICATION, AMOUNT AND OEL
112	SECTION 1104 SYSTEM APPLICATION REQUIREMENTS
113	TABLE 1104.3.2 MAXIMUM PERMISSIBLE QUANTITIES OF REFRIGERANTS SECTION 1105 MACHINERY ROOM, GENERAL REQUIREMENTS EQUATION 11-1
114	EQUATION 11-2 SECTION 1106 MACHINERY ROOM, SPECIAL REQUIREMENTS SECTION 1107 REFRIGERANT PIPING
116	SECTION 1108 FIELD TEST [F] SECTION 1109 PERIODIC TESTING
118	CHAPTER 12 HYDRONIC PIPING SECTION 1201 GENERAL SECTION 1202 MATERIAL TABLE 1202.4 HYDRONIC PIPE TABLE 1202.4—continued HYDRONIC PIPE TABLE 1202.5 HYDRONIC PIPE FITTINGS
119	SECTION 1203 JOINTS AND CONNECTIONS
120	SECTION 1204 PIPE INSULATION
121	SECTION 1205 VALVES SECTION 1206 PIPING INSTALLATION SECTION 1207 TRANSFER FLUID SECTION 1208 TESTS
122	SECTION 1209 EMBEDDED PIPING SECTION 1210 PLASTIC PIPE GROUND-SOURCE HEAT PUMP LOOP SYSTEMS
123	TABLE 1210.4 GROUND-SOURCE LOOP PIPE TABLE 1210.5 GROUND-SOURCE LOOP PIPE FITTINGS
126	CHAPTER 13 FUEL OIL PIPING AND STORAGE SECTION 1301 GENERAL SECTION 1302 MATERIAL TABLE 1302.3 FUEL OIL PIPING SECTION 1303 JOINTS AND CONNECTIONS
127	SECTION 1304 PIPING SUPPORT SECTION 1305 FUEL OIL SYSTEM INSTALLATION
128	SECTION 1306 OIL GAUGING SECTION 1307 FUEL OIL VALVES SECTION 1308 TESTING
130	CHAPTER 14 SOLAR SYSTEMS SECTION 1401 GENERAL SECTION 1402 INSTALLATION
131	SECTION 1403 HEAT TRANSFER FLUIDS SECTION 1404 MATERIALS
132	CHAPTER 15 REFERENCED STANDARDS ACCA AHRI AMCA ANSI
133	ASHRAE ASME ASSE ASSP
134	ASTM
136	AWS AWWA
137	CSA DOL
138	Florida Codes FS IIAR MSS
139	NAIMA NBBI NFPA NSF
140	SMACNA UL
142	APPENDIX A CHIMNEY CONNECTOR PASS-THROUGHS FIGURE A-1 CHIMNEY CONNECTOR SYSTEMS
143	FIGURE A-1—continued CHIMNEY CONNECTOR SYSTEMS
144	APPENDIX B RECOMMENDED PERMIT FEE SCHEDULE B101 MECHANICAL WORK, OTHER THAN GAS PIPING SYSTEMS B102 FEE FOR REINSPECTION B103 TEMPORARY OPERATION INSPECTION FEE B104 SELF-CONTAINED UNITS LESS THAN 2 TONS
146	INDEX
152	ADDITIONAL CODE RESOURCES FROM ICC
153	ICC DIGITAL CODES PREMIUM
154	ICC EVALUATION SERVICE
155	GET THE NEW 2023 FLORIDA CODES: COMPLETE COLLECTION

FL FloridaFuelGasCode 2023 1stptg

Sun, 20 Oct 2024 08:05:21 +0000

The Eighth Edition (2023) update to the Florida Building Code: Fuel Gas is a fully integrated publication that updates the Seventh Edition 2020 Florida Building Code: Fuel Gas using the latest changes to the 2018 International Fuel Gas Code

PDF Catalog

PDF Pages	PDF Title
1	2023 FLORIDA BUILDING CODE EIGHTH EDITION FUEL GAS
2	2023 FLORIDA BUILDING CODE EIGHTH EDITION FUEL GAS
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
8	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 (IFGC) SCOPE AND GENERAL REQUIREMENTS SECTION 102 (IFGC) APPLICABILITY RESERVED
9	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 (IFGC) DEPARTMENT OF INSPECTION RESERVED SECTION 104 (IFGC) DUTIES AND POWERS OF THE CODE OFFICIAL RESERVED SECTION 105 (IFGC) APPROVAL RESERVED SECTION 106 (IFGC) PERMITS RESERVED SECTION 107 (IFGC) INSPECTIONS AND TESTING RESERVED SECTION 108 (IFGC) VIOLATIONS RESERVED SECTION 109 (IFGC) MEANS OF APPEAL RESERVED SECTION 110 (IFGC) TEMPORARY EQUIPMENT, SYSTEMS AND USES RESERVED
10	CHAPTER 2 DEFINITIONS SECTION 201 (IFGC) GENERAL SECTION 202 (IFGC) GENERAL DEFINITIONS
18	CHAPTER 3 GENERAL REGULATIONS SECTION 301 (IFGC) GENERAL
19	SECTION 302 (IFGC) STRUCTURAL SAFETY SECTION 303 (IFGC) APPLIANCE LOCATION
20	SECTION 304 (IFGS) COMBUSTION, VENTILATION AND DILUTION AIR EQUATION 3-1
21	EQUATION 3-2 FIGURE 304.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section 304.5.3) FIGURE 304.6.1(1) ALL AIR FROM OUTDOORS—INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC(see Section 304.6.1)
22	FIGURE 304.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section 304.6.1) FIGURE 304.6.1(3) ALL AIR FROM OUTDOORS (see Section 304.6.1) FIGURE 304.6.2 SINGLE COMBUSTION AIR OPENING,ALL AIR FROM THE OUTDOORS (see Section 304.6.2)
23	SECTION 305 (IFGC) INSTALLATION
24	SECTION 306 (IFGC) ACCESS AND SERVICE SPACE
26	SECTION 307 (IFGC) CONDENSATE DISPOSAL SECTION 308 (IFGS) CLEARANCE REDUCTION
27	TABLE 308.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION a through k
28	FIGURE 308.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM APPLIANCE OR VENT CONNECTIONS FIGURE 308.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM FIGURE 308.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
29	SECTION 309 (IFGC) ELECTRICAL SECTION 310 (IFGS) ELECTRICAL BONDING SECTION 311 CARBON MONOXIDE CONTROL SYSTEMS
30	CHAPTER 4 GAS PIPING INSTALLATIONS SECTION 401 (IFGC) GENERAL SECTION 402 (IFGS) PIPE SIZING EQUATION 4-1
31	EQUATION 4-2 TABLE 402.4Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
32	TABLE 402.4(1) SCHEDULE 40 METALLIC PIPE
33	TABLE 402.4(2) SCHEDULE 40 METALLIC PIPE
34	TABLE 402.4(3) SCHEDULE 40 METALLIC PIPE
35	TABLE 402.4(4) SCHEDULE 40 METALLIC PIPE
36	TABLE 402.4(5) SCHEDULE 40 METALLIC PIPE
37	TABLE 402.4(6) SCHEDULE 40 METALLIC PIPE
38	TABLE 402.4(7) SCHEDULE 40 METALLIC PIPE
39	TABLE 402.4(8) SEMIRIGID COPPER TUBING
40	TABLE 402.4(9) SEMIRIGID COPPER TUBING
41	TABLE 402.4(10) SEMIRIGID COPPER TUBING
42	TABLE 402.4(11) SEMIRIGID COPPER TUBING
43	TABLE 402.4(12) SEMIRIGID COPPER TUBING
44	TABLE 402.4(13) SEMIRIGID COPPER TUBING
45	TABLE 402.4(14) SEMIRIGID COPPER TUBING
46	TABLE 402.4(15) CORRUGATED STAINLESS STEEL TUBING (CSST)
47	TABLE 402.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST)
48	TABLE 402.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST)
49	TABLE 402.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST)
50	TABLE 402.4(19) CORRUGATED STAINLESS STEEL TUBING (CSST)
51	TABLE 402.4(20) POLYETHYLENE PLASTIC PIPE
52	TABLE 402.4(21) POLYETHYLENE PLASTIC PIPE
53	TABLE 402.4(22) POLYETHYLENE PLASTIC PIPE
54	TABLE 402.4(23) POLYETHYLENE PLASTIC TUBING TABLE 402.4(24) POLYETHYLENE PLASTIC TUBING
55	TABLE 402.4(25) SCHEDULE 40 METALLIC PIPE
56	TABLE 402.4(26) SCHEDULE 40 METALLIC PIPE
57	TABLE 402.4(27) SCHEDULE 40 METALLIC PIPE
58	TABLE 402.4(28) SCHEDULE 40 METALLIC PIPE
59	TABLE 402.4(29) SEMIRIGID COPPER TUBING
60	TABLE 402.4(30) SEMIRIGID COPPER TUBING
61	TABLE 402.4(31) SEMIRIGID COPPER TUBING
62	TABLE 402.4(32) CORRUGATED STAINLESS STEEL TUBING (CSST)
63	TABLE 402.4(33) CORRUGATED STAINLESS STEEL TUBING (CSST)
64	TABLE 402.4(34) CORRUGATED STAINLESS STEEL TUBING (CSST)
65	TABLE 402.4(35) POLYETHYLENE PLASTIC PIPE
66	TABLE 402.4(36) POLYETHYLENE PLASTIC PIPE
67	TABLE 402.4(37) POLYETHYLENE PLASTIC TUBING
68	SECTION 403 (IFGS) PIPING MATERIALS
69	TABLE 403.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE
70	SECTION 404 (IFGC) PIPING SYSTEM INSTALLATION
72	SECTION 405 (IFGS) PIPING BENDS AND CHANGES IN DIRECTION
73	SECTION 406 (IFGS) INSPECTION, TESTING AND PURGING
74	TABLE 406.7.1.1 SIZE AND LENGTH OF PIP
75	SECTION 407 (IFGC) PIPING SUPPORT SECTION 408 (IFGC) DRIPS AND SLOPED PIPING SECTION 409 (IFGC) SHUTOFF VALVES
76	FIGURE 408.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP TABLE 409.1.1 MANUAL GAS VALVE STANDARDS SECTION 410 (IFGC) FLOW CONTROLS
77	SECTION 411 (IFGC) APPLIANCE AND MANUFACTURED HOME CONNECTIONS
78	SECTION 412 (IFGC) LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
80	SECTION 413 (IFGC) COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
81	[F] TABLE 413.10.2.3 SEPARATION DISTANCE FOR ATMOSPHERIC VENTING OF CNG SECTION 414 (IFGC) SUPPLEMENTAL AND STANDBY GAS SUPPLY SECTION 415 (IFGS) PIPING SUPPORT INTERVALS
82	TABLE 415.1 SUPPORT OF PIPING SECTION 416 (IFGS) OVERPRESSURE PROTECTION DEVICES
84	CHAPTER 5 CHIMNEYS AND VENTS SECTION 501 (IFGC) GENERAL
85	SECTION 502 (IFGC) VENTS
86	SECTION 503 (IFGS) VENTING OF APPLIANCES
87	TABLE 503.4 TYPE OF VENTING SYSTEM TO BE USED
89	FIGURE 503.6.5 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL
91	FIGURE 503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE
92	TABLE 503.8 THROUGH-THE-WALL VENT TERMINAL CLEARANCE
93	TABLE 503.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES TABLE 503.10.2.5 MINIMUM THICKNESS FOR STEEL VENT CONNECTORS FOR MEDIUM-HEAT APPLIANCES
94	TABLE 503.10.5 CLEARANCES FOR CONNECTORSa
95	SECTION 504 (IFGS) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS
98	TABLE 504.3.2 MAXIMUM VENT CONNECTOR LENGTH
100	SECTION 505 (IFGC) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION/EXHAUST HOOD VENTING SECTION 506 (IFGC) FACTORY-BUILT CHIMN
101	TABLE 504.2(1) TYPE B DOUBLE-WALL GAS VENT
102	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
103	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
104	TABLE 504.2(1)—continued TYPE B DOUBLE-WALL GAS VENT
105	TABLE 504.2(2) TYPE B DOUBLE-WALL GAS VENT
106	TABLE 504.2(2)—continued TYPE B DOUBLE-WALL GAS VENT
107	TABLE 504.2(3) MASONRY CHIMNEY
108	TABLE 504.2(3)—continued MASONRY CHIMNEY
109	TABLE 504.2(4) MASONRY CHIMNEY
110	TABLE 504.2(4)—continued MASONRY CHIMNEY
111	TABLE 504.2(5) SINGLE-WALL METAL PIPE OR TYPE B ASBESTOS CEMENT VENT
112	TABLE 504.2(6) EXTERIOR MASONRY CHIMNEY
113	TABLE 504.3(1) TYPE B DOUBLE-WALL VENT
114	TABLE 504.3(1)—continued TYPE B DOUBLE-WALL VENT
115	TABLE 504.3(2) TYPE B DOUBLE-WALL VENT
116	TABLE 504.3(3) MASONRY CHIMNEY
117	TABLE 504.3(4) MASONRY CHIMNEY
118	TABLE 504.3(5) SINGLE-WALL METAL PIPE OR TYPE ASBESTOS CEMENT VENT
119	TABLE 504.3(6a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(6b) EXTERIOR MASONRY CHIMNEY—continued
120	TABLE 504.3(7a) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b) EXTERIOR MASONRY CHIMNEY TABLE 504.3(7b) EXTERIOR MASONRY CHIMNEY—continued
122	CHAPTER 6 SPECIFIC APPLIANCES SECTION 601 (IFGC) GENERAL SECTION 602 (IFGC) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES SECTION 603 (IFGC) LOG LIGHTERS SECTION 604 (IFGC) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) SECTION 605 (IFGC) VENTED GAS FIREPLACE HEATERS SECTION 606 (IFGC) INCINERATORS AND CREMATORIES SECTION 607 (IFGC) COMMERCIAL-INDUSTRIAL INCINERATORS SECTION 608 (IFGC) VENTED WALL FURNACES
123	SECTION 609 (IFGC) FLOOR FURNACES SECTION 610 (IFGC) DUCT FURNACES SECTION 611 (IFGC) NONRECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS
124	SECTION 612 (IFGC) RECIRCULATING DIRECT-FIRED INDUSTRIAL AIR HEATERS SECTION 613 (IFGC) CLOTHES DRYERS SECTION 614 (IFGC) CLOTHES DRYER EXHAUST
125	[M] TABLE 614.9.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
126	SECTION 615 (IFGC) SAUNA HEATERS
127	SECTION 616 (IFGC) ENGINE AND GAS TURBINE POWERED EQUIPMENT SECTION 617 (IFGC) POOL AND SPA HEATERS SECTION 618 (IFGC) FORCED-AIR WARM-AIR FURNACES
128	SECTION 619 (IFGC) CONVERSION BURNERS SECTION 620 (IFGC) UNIT HEATERS SECTION 621 (IFGC) UNVENTED ROOM HEATERS SECTION 622 (IFGC) VENTED ROOM HEATERS
129	SECTION 623 (IFGC) COOKING APPLIANCES SECTION 624 (IFGC) WATER HEATERS SECTION 625 (IFGC) REFRIGERATORS SECTION 626 (IFGC) GAS-FIRED TOILETS SECTION 627 (IFGC) AIR-CONDITIONING APPLIANCES
130	SECTION 628 (IFGC) ILLUMINATING APPLIANCES
131	SECTION 629 (IFGC) SMALL CERAMIC KILNS SECTION 630 (IFGC) INFRARED RADIANT HEATERS SECTION 631 (IFGC) BOILERS SECTION 632 (IFGC) EQUIPMENT INSTALLED IN EXISTING UNLISTED BOILERS SECTION 633 (IFGC) STATIONARY FUEL-CELL POWER SYSTEMS SECTION 634 (IFGC) GASEOUS HYDROGEN SYSTEMS SECTION 635 (IFGC) OUTDOOR DECORATIVE APPLIANCES
132	CHAPTER 7 GASEOUS HYDROGEN SYSTEMS SECTION 701 (IFGC) GENERAL SECTION 702 (IFGC) GENERAL DEFINITIONS SECTION 703 (IFGC) GENERAL REQUIREMENTS
133	SECTION 704 (IFGC) PIPING, USE AND HANDLING
134	SECTION 705 (IFGC) TESTING OF HYDROGEN PIPING SYSTEMS
135	SECTION 706 (IFGC) LOCATION OF GASEOUS HYDROGEN SYSTEMS SECTION 707 (IFGC) OPERATION AND MAINTENANCE OF GASEOUS HYDROGEN SYSTEMS SECTION 708 (IFGC) DESIGN OF LIQUEFIED HYDROGEN SYSTEMS ASSOCIATED WITH HYDROGEN VAPORIZATION OPERATIONS
136	IFGC/IFGS CHAPTER 8 REFERENCED STANDARDS ANSI
137	ASME ASTM
138	CGA CSA DOTn Florida Codes
139	MSS NFPA UL
142	APPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING
143	TABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
144	TABLE A.2.2—continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES
145	TABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60
147	TABLE A.3.4 THOUSANDS OF BTU/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS
148	TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES TABLE A.5.2 COPPER TUBE STANDARD SIZES
149	FIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM
150	FIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM
151	FIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM
154	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 FIGURE B-1TYPE 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
155	FIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR
156	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
157	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
158	FIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE
159	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
161	TABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa
162	FIGURE B-19
164	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
166	APPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION
170	TABLE D.6 CO THRESHOLDS
171	TABLE D.6 CO THRESHOLDS—continued
172	APPENDIX E (IFGC) BOARD OF APPEALS SECTION E101 GENERAL
174	INDEX
178	ADDITIONAL CODE RESOURCES FROM ICC
179	ICC DIGITAL CODES PREMIUM
180	ICC EVALUATION SERVICE
181	GET THE NEW 2023 FLORIDA CODES COMPLETE COLLECTION

FL FloridaEnergy 2023 1stptg

Sun, 20 Oct 2024 08:05:20 +0000

The Eight Edition (2023) update to the Florida Building Code: Energy Conservation is a fully integrated publication that updates the Seventh Edition 2020 Florida Building Code: Energy Conservation using the latest changes to the 2021International Energy Conservation Code

PDF Catalog

PDF Pages	PDF Title
1	FLORIDA BUILDING CODE EIGHTH EDITION, 2023©
2	FLORIDA BUILDING CODE EIGHTH EDITION, 2023
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
8	COMMERCIAL PROVISIONS TABLE OF CONTENTS
10	CHAPTER 1 [CE] SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION C101 SCOPE AND GENERAL REQUIREMENTS
11	SECTION C102 ALTERNATE MATERIALS—METHOD OF CONSTRUCTION, DESIGNOR INSULATING SYSTEMS PART 2—ADMINISTRATION AND ENFORCEMENT SECTION C103 CONSTRUCTION DOCUMENTS
12	SECTION C104 INSPECTIONS
13	SECTION C105 VALIDITY SECTION C106 REFERENCED STANDARDS SECTION C107 FEES RESERVED SECTION C108 STOP WORK ORDER SECTION C109 BOARD OF APPEALS RESERVED
14	CHAPTER 2 [CE] DEFINITIONS SECTION C201 GENERAL SECTION C202 GENERAL DEFINITIONS
24	CHAPTER 3 [CE] GENERAL REQUIREMENTS SECTION C301 CLIMATE ZONES SECTION C302 DESIGN CONDITIONS SECTION C303 MATERIALS, SYSTEMS AND EQUIPMENT TABLE C301.1 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY COUNTY
25	TABLE C301.3(1) INTERNATIONAL CLIMATE ZONE DEFINITIONS TABLE C301.3(2) INTERNATIONAL CLIMATE ZONE DEFINITIONS
26	TABLE C303.1.3(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE C303.1.3(2) DEFAULT OPAQUE DOOR U-FACTORS TABLE C303.1.3(3) DEFAULT WINDOW, GLASS DOOR AND SKYLIGHT SHGC AND VT SECTION C304 MATERIALS TESTING AND THERMAL PROPERTIES
28	CHAPTER 4 [CE] COMMERCIAL ENERGY EFFICIENCY SECTION C401 GENERAL SECTION C402 BUILDING ENVELOPE REQUIREMENTS TABLE C402.1.1.1 FENESTRATION THERMAL ENVELOPE MAXIMUM REQUIREMENTS
29	TABLE C402.1.4.1 EFFECTIVE R-VALUES FOR STEEL STUD WALL ASSEMBLIES EQUATION 4-1 EQUATION 4-2
31	TABLE C402.1.3 OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM REQUIREMENTS, R-VALUE METHODa
32	TABLE C402.1.4 OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS, U-FACTOR METHODa, b
33	TABLE C402.3 MINIMUM ROOF REFLECTANCE AND EMITTANCE OPTIONSa EQUATION 4-3
34	EQUATION 4-4 TABLE C402.4 BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR AND SHGC REQUIREMENTS
35	EQUATION 4-5
37	TABLE C402.5.2 MAXIMUM AIR LEAKAGE RATE FOR FENESTRATION ASSEMBLIES
39	SECTION C403 BUILDING MECHANICAL SYSTEMS EQUATION 4-6 EQUATION 4-7
40	TABLE C403.2.3(1) MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITSc
41	TABLE C403.2.3(1)—continued MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITSc
42	TABLE C403.2.3(1)—continued MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITSc
43	TABLE C403.2.3(2) MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPSc
44	TABLE C403.2.3(2)—continued MINIMUM EFFICIENCY REQUIREMENTS: ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPSc
45	TABLE C403.2.3(3) MINIMUM EFFICIENCY REQUIREMENTS: 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-CONDITIONER HEAT PUMPS
46	TABLE C403.2.3(3)—continued MINIMUM EFFICIENCY REQUIREMENTS: 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-CONDITIONER HEAT PUMPS
47	TABLE C403.2.3(4) WARM AIR FURNACES AND COMBINATION WARM AIR FURNACES/AIR-CONDITIONING UNITS, WARM AIR DUCT FURNACES AND UNIT HEATERS, MINIMUM EFFICIENCY REQUIREMENTS
48	TABLE C403.2.3(5) MINIMUM EFFICIENCY REQUIREMENTS: GAS- AND OIL-FIRED BOILERS TABLE C403.2.3(6) MINIMUM EFFICIENCY REQUIREMENTS: CONDENSING UNITS, ELECTRICALLY OPERATED
49	TABLE C403.2.3(7) WATER CHILLING PACKAGES—EFFICIENCY REQUIREMENTSb, c, e
50	TABLE C403.2.3(8) PERFORMANCE REQUIREMENTS FOR HEAT REJECTION EQUIPMENT—MINIMUM EFFICIENCY REQUIREMENTS
51	TABLE C403.2.3(9) FLOOR-MOUNTED AIR CONDITIONERS AND CONDENSING UNITS SERVING COMPUTER ROOMS—MINIMUM EFFICIENCY REQUIREMENTS
52	TABLE C403.2.3(9)— continued FLOOR-MOUNTED AIR CONDITIONERS AND CONDENSING UNITSSERVING COMPUTER ROOMS—MINIMUM EFFICIENCY REQUIREMENTS
53	TABLE C403.2.3(10) HEAT TRANSFER EQUIPMENT TABLE C403.2.3(11) ELECTRICALLY OPERATED VARIABLE REFRIGERANT FLOW MULTI-SPLIT AIR CONDITIONERS—MINIMUM EFFICIENCY REQUIREMENTS TABLE C403.2.3(12) ELECTRICALLY OPERATED VARIABLE REFRIGERANT FLOW AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
54	TABLE C403.2.3(12)–continued ELECTRICALLY OPERATED VARIABLE REFRIGERANT FLOW AND APPLIED HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTS
55	TABLE C403.2.3(14) ELECTRICALLY OPERATED DX-DOAS UNITS, SINGLE-PACKAGE AND REMOTE CONDENSER,WITHOUT ENERGY RECOVERY—MINIMUM EFFICIENCY REQUIREMENTSb
56	TABLE C403.2.3(15) ELECTRICALLY OPERATED DX-DOAS UNITS, SINGLE-PACKAGE AND REMOTE CONDENSER, WITH ENERGY RECOVERY—MINIMUM EFFICIENCY REQUIREMENTS TABLE C403.2.3(16) ELECTRICALLY OPERATED WATER-SOURCE HEAT PUMPS—MINIMUM EFFICIENCY REQUIREMENTSb
57	TABLE C403.2.3(17) CEILING-MOUNTED COMPUTER-ROOM AIR CONDITIONERS—MINIMUM EFFICIENCY REQUIREMENTS
58	TABLE C403.2.3(17)–continued CEILING-MOUNTED COMPUTER-ROOM AIR CONDITIONERS—MINIMUM EFFICIENCY REQUIREMENTS
61	TABLE C403.2.7(1) ENERGY RECOVERY REQUIREMENT (Ventilation systems operating less than 8,000 hours per year)
62	TABLE C403.2.7(2) ENERGY RECOVERY REQUIREMENT (Ventilation systems operating not less than 8,000 hours per year) TABLE C403.2.9.1 MINIMUM DUCT INSULATION R-VALUES, HEATING AND COOLING SUPPLY AND RETURN DUCTS
63	TABLE C403.2.9.2 DUCT SYSTEM CONSTRUCTION AND SEALING
64	TABLE C403.2.9.2—continued DUCT SYSTEM CONSTRUCTION AND SEALING
65	TABLE C403.2.9.2—continued DUCT SYSTEM CONSTRUCTION AND SEALING
67	TABLE C403.2.10 MINIMUM PIPE INSULATION THICKNESS (in inches)a, c
68	TABLE C403.2.12.1(1) FAN POWER LIMITATION TABLE C403.2.12.1(2) FAN POWER LIMITATION PRESSURE DROP ADJUSTMENT
69	TABLE C403.2.12.5 REQUIREMENTS FOR FAN CONTROL
70	TABLE C403.2.12.6 CEILING FAN EFFICIENCY REQUIREMENTSa
71	TABLE C403.2.12.7 LOW-CAPACITY VENTILATION FAN EFFICACYa TABLE C403.2.14.1(1) MINIMUM EFFICIENCY REQUIREMENTS: COMMERCIAL REFRIGERATORS AND FREEZERS AND REFRIGERATION
72	TABLE C403.2.14.1(1)—continued MINIMUM EFFICIENCY REQUIREMENTS: COMMERCIAL REFRIGERATORS AND FREEZERS AND REFRIGERATION TABLE C403.2.14.2(1) WALK-IN COOLER AND FREEZER DISPLAY DOOR EFFICIENCY REQUIREMENTSa
73	TABLE C403.2.14.2(2) WALK-IN COOLER AND FREEZER NONDISPLAY DOOR EFFICIENCY REQUIREMENTSa TABLE C403.2.14.2(3) WALK-IN COOLER AND FREEZER REFRIGERATION SYSTEMS EFFICIENCY REQUIREMENTS (CE126-16AM) TABLE C403.3(1) MINIMUM CHILLED-WATER SYSTEM COOLING CAPACITY FOR DETERMINING ECONOMIZER COOLING REQUIREMENTS
74	TABLE C403.3.1 DX COOLING STAGE REQUIREMENTS FOR MODULATING AIRFLOW UNITS
75	TABLE C403.3.3.3 HIGH-LIMIT SHUTOFF CONTROL SETTING FOR AIR ECONOMIZERSb
76	TABLE C403.4.2.5 BOILER TURNDOWN
78	TABLE C403.4.6 MAXIMUM HOT GAS BYPASS CAPACITY
79	SECTION C404 SERVICE WATER HEATING (MANDATORY)
80	TABLE C404.2 MINIMUM PERFORMANCE OF WATER-HEATING EQUIPMENT
81	TABLE C404.2—continued MINIMUM PERFORMANCE OF WATER-HEATING EQUIPMENT
82	TABLE C404.5.1 PIPING VOLUME AND MAXIMUM PIPING LENGTHS
83	TABLE C404.5.2.1 INTERNAL VOLUME OF VARIOUS WATER DISTRIBUTION TUBING
84	SECTION C405 ELECTRICAL POWER AND LIGHTING SYSTEMS
86	EQUATION 4-8
87	FIGURE C405.2.4.2(1) SIDELIT ZONE FIGURE C405.2.4.2(2) DAYLIGHT ZONE UNDER A ROOFTOP MONITOR
88	FIGURE C405.2.4.2(3) DAYLIGHT ZONE UNDER A SLOPED ROOFTOP MONITOR
89	FIGURE C405.2.4.3 TOPLIT ZONE FIGURE C405.2.4.4 DAYLIGHT ZONES AT A MULTISTORY ATRIUM
90	EQUATION 4-9
91	TABLE C405.3.2(1) INTERIOR LIGHTING POWER ALLOWANCES: BUILDING AREA METHOD
92	TABLE C405.3.2(2) INTERIOR LIGHTING POWER ALLOWANCES: SPACE-BY-SPACE METHOD TABLE C405.3.2(2)—continued INTERIOR LIGHTING POWER ALLOWANCES: SPACE-BY-SPACE METHOD
93	TABLE C405.3.2(2)—continued INTERIOR LIGHTING POWER ALLOWANCES: SPACE-BY-SPACE METHOD EQUATION 4-10
95	TABLE C405.4.2(1) EXTERIOR LIGHTING ZONES TABLE C405.4.2(2) LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS
96	TABLE C405.4.2(3) INDIVIDUAL LIGHTING POWER ALLOWANCES FOR BUILDING EXTERIORS
97	TABLE C405.6 MINIMUM NOMINAL EFFICIENCY LEVELS FOR 10 CFR 431 LOW-VOLTAGE DRY-TYPE DISTRIBUTION TRANSFORMERS TABLE C405.7(1) MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR NEMA DESIGN A, NEMA DESIGN B,AND IEC DESIGN N MOTORS (EXCLUDING FIRE PUMP) ELECTRIC MOTORS AT 60 HZa, b
98	TABLE C405.7(2) MINIMUM NOMINAL FULL-LOAD EFFICIENCY FOR NEMA DESIGN C AND IEC DESIGN H MOTORS AT 60 HZa, b TABLE C405.7(3) MINIMUM AVERAGE FULL-LOAD EFFICIENCY POLYPHASE SMALL ELECTRIC MOTORSa
99	TABLE C405.7(4) MINIMUM AVERAGE FULL-LOAD EFFICIENCY FOR CAPACITOR-START CAPACITOR-RUN AND CAPACITOR-START INDUCTION-RUN SMALL ELECTRIC MOTORSa SECTION C406 ADDITIONAL EFFICIENCY PACKAGE OPTIONS
100	SECTION C407 TOTAL BUILDING PERFORMANCE
102	TABLE C407.5.1(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
103	TABLE C407.5.1(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
104	TABLE C407.5.1(2) HVAC SYSTEMS MAP
105	TABLE C407.5.1(3) SPECIFICATIONS FOR THE STANDARD REFERENCE DESIGN HVAC SYSTEM DESCRIPTIONS
106	TABLE C407.5.1(4) NUMBER OF CHILLERS TABLE C407.5.1(5) WATER CHILLER TYPES SECTION C408 MAINTENANCE INFORMATION AND SYSTEM COMMISSIONING
110	CHAPTER 5 [CE] EXISTING BUILDINGS SECTION C501 GENERAL
111	SECTION C502 ADDITIONS SECTION C503 ALTERATIONS
112	SECTION C504 REPAIRS SECTION C505 CHANGE OF OCCUPANCY OR USE
114	CHAPTER 6 [CE] REFERENCED STANDARDS AABC AAMA ACCA ADC
115	AHAM AHRI AMCA
116	ANSI APSP (PHTA Standards) ASABE ASHRAE
117	ASME ASTM
118	CRRC CSA CTI DASMA DOE
119	Florida Codes HVI IEEE IES
120	ISO NAIMA NEBB NEMA NFPA
121	NFRC SMACNA SPRI UL US-FTC
122	WDMA
124	APPENDIX CA FORMS
125	COMMERCIAL COMPLIANCE CHECKLIST
126	APPENDIX CB SOLAR-READY ZONE—COMMERCIAL SECTION CB101 SCOPE SECTION CB102 GENERAL DEFINITION SECTION CB103 SOLAR-READY ZONE
128	APPENDIX CC ELECTRIC VEHICLE CHARGING PROVISIONS FOR NEW COMMERCIAL CONSTRUCTION SECTION CC101 SCOPE SECTION CC102 DEFINITIONS SECTION CC103 REQUIREMENTS FOR ELECTRIC VEHICLE CHARGING TABLE CC103.2 EV READY SPACE AND EV CAPABLE SPACE REQUIREMENTS
130	APPENDIX CD BOARD OF APPEALS—COMMERCIAL SECTION CD101 GENERAL
132	APPENDIX CE ZERO CODE RENEWABLE ENERGY STANDARD SECTION CE101 GENERAL SECTION CE102 DEFINITIONS SECTION CE103 MINIMUM RENEWABLE ENERGY EQUATION CE-1
133	TABLE CE103.1 ENERGY UTILIZATION INTENSITY FOR BUILDING TYPES AND CLIMATES (kBtu/ft² – yr) TABLE CE103.2 DEFAULT OFF-SITE RENEWABLE ENERGY PROCUREMENT METHODS, CLASSES, AND COEFFICIENTS
134	EQUATION CE-2
136	INDEX
146	RESIDENTIAL PROVISIONS TABLE OF CONTENTS
148	CHAPTER 1 [RE] SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION R101 SCOPE AND GENERAL REQUIREMENTS TABLE R101.5.1 INDEX TO CODE COMPLIANCE FORMS SECTION R102 ALTERNATIVE MATERIALS, DESIGN AND METHODS OF CONSTRUCTION AND EQUIPMENT
149	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION R103 CONSTRUCTION DOCUMENTS
150	SECTION R104 INSPECTIONS SECTION R105 VALIDITY
151	SECTION R106 NOTICE OF APPROVAL SECTION R107 REFERENCED STANDARDS SECTION R108 FEES RESERVED SECTION R109 STOP WORK ORDER SECTION R110 BOARD OF APPEALS RESERVED
152	CHAPTER 2 [RE] DEFINITIONS SECTION R201 GENERAL SECTION R202 GENERAL DEFINITIONS
158	CHAPTER 3 [RE] GENERAL REQUIREMENTS SECTION R301 CLIMATE ZONES TABLE R301.1 CLIMATE ZONES, MOISTURE REGIMES AND WARM-HUMID DESIGNATIONS BY COUNTY SECTION R302 DESIGN CONDITIONS SECTION R303 MATERIALS, SYSTEMS AND EQUIPMENT
159	TABLE R301.3(1) INTERNATIONAL CLIMATE ZONE DEFINITIONS TABLE R301.3(2) INTERNATIONAL CLIMATE ZONE DEFINITIONS
160	TABLE R303.1.3(1) DEFAULT GLAZED FENESTRATION U-FACTORS TABLE R303.1.3(2) DEFAULT OPAQUE DOOR U-FACTORS TABLE R303.1.3(3) DEFAULT WINDOW, GLASS DOOR AND SKYLIGHT SHGC AND VT
161	TABLE R303.2.1 INSULATION INSTALLATION STANDARDS TABLE R303.2.1.1 R-VALUES OF COMPRESSED INSULATION
162	CHAPTER 4 [RE] RESIDENTIAL ENERGY EFFICIENCY SECTION R401 GENERAL SECTION R402 BUILDING THERMAL ENVELOPE
163	TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa TABLE R402.1.4 EQUIVALENT U-FACTORSa
164	TABLE R402.2.6 STEEL-FRAME CEILING, WALL AND FLOOR INSULATION (R-VALUE)
167	TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATIONa
168	SECTION R403 SYSTEMS
171	TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY
173	SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS SECTION R405 SIMULATED PERFORMANCE ALTERNATIVE (PERFORMANCE)
175	TABLE R405.5.2(1) SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
176	TABLE R405.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
177	TABLE R405.5.2(1)—continued SPECIFICATIONS FOR THE STANDARD REFERENCE AND PROPOSED DESIGNS
178	TABLE R405.5.2(2) DEFAULT DISTRIBUTION SYSTEM EFFICIENCIES FOR PROPOSED DESIGNSa
179	FIGURE R405.7.1 ACCEPTABLE ATTIC RADIANT BARRIER CONFIGURATIONS
180	TABLE R405.7.6 FAN SIZING TABLE SECTION R406 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE
181	TABLE R406.4 MAXIMUM ENERGY RATING INDEX
184	CHAPTER 5 [RE] EXISTING BUILDINGS SECTION R501 GENERAL
185	SECTION R502 ADDITIONS SECTION R503 ALTERATIONS
186	SECTION R504 REPAIRS SECTION R505 CHANGE OF OCCUPANCY OR USE
188	CHAPTER 6 [RE] REFERENCED STANDARDS AAMA ACCA AHRI ANSI
189	APSP (PHTA Standards) ARDM ASHRAE ASTM
190	CRRC CSA DASMA
191	Florida Codes FSEC HVI ICC
192	IEEE ISO NEMA NFPA NFRC
193	RESNET SRCC UL US-FTC WDMA
194	APPENDIX RA RECOMMENDED PROCEDURE FOR WORST-CASE TESTING OF ATMOSPHERIC VENTING SYSTEMS UNDER R402.4 OR R405 CONDITIONS ≤ 5 ACH50 SECTION RA101 SCOPE SECTION RA201 GENERAL DEFINITIONS SECTION RA301 TESTING PROCEDURE
195	TABLE RA301.1(1) CAZ DEPRESSURIZATION LIMITS TABLE RA301.1(2) ACCEPTABLE DRAFT TEST CORRECTION TABLE RA301.1(3) ACCEPTABLE DRAFT TEST CORRECTION
196	APPENDIX RB SOLAR-READY PROVISIONS—DETACHED ONE- AND TWO FAMILY DWELLINGS, MULTIPLE SINGLE-FAMILY DWELLINGS(TOWNHOUSES) SECTION RB101 SCOPE SECTION RB102 GENERAL DEFINITION SECTION RB103 SOLAR-READY ZONE
198	APPENDIX RC CALCULATION OF END USE ENERGY LOADS TABLE RC-1(1) COEFFICIENTS ‘a’ AND ‘b’
200	APPENDIX RD FORMS DUCT LEAKAGE TEST REPORT
201	ENVELOPE LEAKAGE TEST REPORT
202	FORM R402—2023
203	FORM R402—continued EQUIPMENT REQUIREMENTS AND INSTALLED VALUES
204	FORM R402—continued
206	ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
207	FORM R400—2023 DESUPERHEATER, HEAT RECOVERY UNIT (HRU) WATER HEATER EFFICIENCY CERTIFICATION TESTS CONDUCTED IN ACCORDANCE WITHAHRI STANDARD 470
208	APPENDIX RE BOARD OF APPEALS—RESIDENTIAL SECTION RE101 GENERAL
210	APPENDIX RF ELECTRIC VEHICLE CHARGING PROVISIONS FOR ONE AND TWO-FAMILY DWELLINGS AND TOWNHOUSES SECTION RF101 SCOPE SECTION RF102 DEFINITIONS SECTION RF103 REQUIREMENTS FOR ELECTRIC VEHICLE CHARGING
212	INDEX
218	2018 ESSENTIALS GUIDES FOR IGCC AND IECC
219	ICC DIGITAL CODES PREMIUM
220	ICC EVALUATION SERVICE®
221	GET THE NEW 2023 FLORIDA CODES: COMPLETE COLLECTION

FL FloridaBuildingCode 2023 1stptg

Sun, 20 Oct 2024 08:05:20 +0000

The Eighth Edition (2023) update to the Florida Building Code: Building is a fully integrated publication that updates the 7th Edition 2020 Florida Building Code: Building using the latest changes to the 2021 International Building Code

PDF Catalog

PDF Pages	PDF Title
1	2023 FLORIDA BUILDING CODE
2	2023 FLORIDA BUILDING CODE©
3	COPYRIGHT
4	PREFACE
6	TABLE OF CONTENTS
16	CHAPTER 1 SCOPE AND ADMINISTRATION PART 1—SCOPE AND APPLICATION SECTION 101 SCOPE AND GENERAL REQUIREMENTS SECTION 102 APPLICABILITY
19	PART 2—ADMINISTRATION AND ENFORCEMENT SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL SECTION 105 PERMITS
27	SECTION 106 FLOOR AND ROOF DESIGN LOADS SECTION 107 SUBMITTAL DOCUMENTS
31	SECTION 108 TEMPORARY STRUCTURES AND USES SECTION 109 FEES SECTION 110 INSPECTIONS
36	SECTION 111 CERTIFICATE OF OCCUPANCY
37	SECTION 112 SERVICE UTILITIES SECTION 113 BOARD OF APPEALSRESERVED SECTION 114 VIOLATIONSRESERVED SECTION 115 STOP WORK ORDER SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT RESERVED SECTION 117 VARIANCES IN FLOOD HAZARD AREAS
38	CHAPTER 2 DEFINITIONS SECTION 201 GENERAL SECTION 202 DEFINITIONS
70	CHAPTER 3 USE AND OCCUPANCY CLASSIFICATION SECTION 301 SCOPE SECTION 302 OCCUPANCY CLASSIFICATION AND USE DESIGNATION SECTION 303 ASSEMBLY GROUP A
71	SECTION 304 BUSINESS GROUP B SECTION 305 EDUCATIONAL GROUP E
72	SECTION 306 FACTORY GROUP F SECTION 307 HIGH-HAZARD GROUP H
74	TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa
75	TABLE 307.1(1)—continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARD
76	[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARD
77	SECTION 308 INSTITUTIONAL GROUP I
78	SECTION 309 MERCANTILE GROUP M
79	SECTION 310 RESIDENTIAL GROUP R SECTION 311 STORAGE GROUP S
80	SECTION 312 UTILITY AND MISCELLANEOUS GROUP U
82	CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASEDON OCCUPANCY AND USE SECTION 401 SCOPE SECTION 402 COVERED MALL AND OPEN MALL BUILDINGS
85	(EQUATION 4-1)
86	SECTION 403 HIGH-RISE BUILDINGS
87	TABLE 403.2.4 MINIMUM BOND STRENGTH
89	SECTION 404 ATRIUMS
90	SECTION 405 UNDERGROUND BUILDINGS
91	SECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES
94	TABLE 406.5.4 OPEN PARKING GARAGES AREA AND HEIGHT
96	SECTION 407 GROUP I-2
99	SECTION 408 GROUP I-3
101	SECTION 409 MOTION PICTURE PROJECTION ROOMS
102	SECTION 410 STAGES, PLATFORMS AND TECHNICAL PRODUCTION AREAS
104	SECTION 411 SPECIAL AMUSEMENT BUILDINGS SECTION 412 AIRCRAFT-RELATED OCCUPANCIES
105	TABLE 412.3.1.1HEIGHT LIMITATIONS FORAIRPORT TRAFFIC CONTROL TOWERS
106	[F] TABLE 412.4.6HANGAR FIRE SUPPRESSION REQUIREMENTSa
107	TABLE 412.7AIRCRAFT MANUFACTURING EXIT ACCESS TRAVEL DISTANCE
108	SECTION 413 COMBUSTIBLE STORAGE SECTION 414 HAZARDOUS MATERIALS
109	[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS
110	[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDS
111	[F] TABLE 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa SECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5
112	TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa
114	[F] TABLE 415.6.5 DETACHED BUILDING REQUIRED
117	[F] TABLE 415.11.1.1.1QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a
121	SECTION 416 APPLICATION OF FLAMMABLE FINISHES
122	SECTION 417 DRYING ROOMS SECTION 418 ORGANIC COATINGS SECTION 419 ARTIFICIAL DECORATIVE VEGETATION SECTION 420 GROUPS I-1, R-1, R-2, R-3 AND R-4
123	SECTION 421 HYDROGEN FUEL GAS ROOMS
124	SECTION 422 AMBULATORY CARE FACIILITIES SECTION 423 STORM SHELTERS
125	SECTION 424 PLAY STRUCTURES SECTION 425 HYPERBARIC FACILITIES SECTION [F] 426 COMBUSTIBLE DUSTS, GRAIN PROCESSING AND STORAGE
126	SECTIONS [F] 427 through 448 RESERVED SECTION 449 HOSPITALS
133	SECTION 450 NURSING HOMES
142	SECTION 451 AMBULATORY SURGICAL CENTERS
146	SECTION 452 BIRTHING CENTERS
147	SECTION 453 STATE REQUIREMENTS FOR EDUCATIONAL FACILITIES
154	TABLE 453.10.3.7(2) MAXIMUM ALLOWABLE BACKLIGHT RATINGS
155	TABLE 453.10.3.7(1) LIGHT POLLUTION ZONES
165	SECTION 454 SWIMMING POOLS AND BATHING PLACES (PUBLIC AND PRIVATE)
175	TABLE 454.1.6.1 PUBLIC SWIMMING POOL—REQUIRED FIXTURE COUNT PER SQUARE FOOT OF POOL SURFACE
199	SECTION 455 PUBLIC LODGING ESTABLISHMENTS
200	SECTION 456 PUBLIC FOOD SERVICE ESTABLISHMENTS
201	SECTION 457 MENTAL HEALTH PROGRAMS
210	SECTION 458 MANUFACTURED BUILDINGS
211	SECTION 459 BOOT CAMPS FOR CHILDREN
212	SECTION 460 MAUSOLEUMS AND COLUMBARIUMS
213	SECTION 461 TRANSIENT PUBLIC LODGING ESTABLISHMENTS
214	SECTION 462 USE OF ASBESTOS IN NEW PUBLIC BUILDINGS OR BUILDINGS NEWLY CONSTRUCTED FORLEASE TO GOVERNMENT ENTITIES—PROHIBITION SECTION 463 ADULT DAY CARE
215	SECTION 464 ASSISTED LIVING FACILITIES
218	SECTION 465 CONTROL OF RADIATION HAZARDS
220	TIME-TEMPERATURE CHART
222	SECTION 466 DAY CARE OCCUPANCIES
223	TABLE 466.5 DAY CARE LOCATION AND TYPE OF CONSTRUCTION
224	SECTION 467 HOSPICE INPATIENT FACILITIES ANDUNITS AND HOSPICE RESIDENTIAL FACILITIES
228	SECTION 468 SCHOOLS, COLLEGES AND UNIVERSITIES
230	SECTION 469 OFFICE SURGERY SUITE
233	TABLE 469.4.11.1.3 MINIMUM STATION OUTLETS FOR PIPED GAS SYSTEMS IN OFFICE SURGERY SUITES
236	CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS SECTION 501 GENERAL SECTION 502 DEFINITIONS SECTION 503 GENERAL BUILDING HEIGHT ANDAREA LIMITATIONS
237	SECTION 504 BUILDING HEIGHT AND NUMBER OF STORIES SECTION 505 MEZZANINES AND EQUIPMENT PLATFORMS
238	TABLE 504.3a ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE SECTION 506 BUILDING AREA
239	TABLE 504.4a, b ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
240	TABLE 504.4a, b—continued ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (EQUATION 5-1)
241	TABLE 506.2a, b ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
242	TABLE 506.2a, b—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET
243	TABLE 506.2a, b—continued ALLOWABLE AREA FACTOR (At = NS, S1, S13R, or SM, as applicable) IN SQUARE FEET (EQUATION 5-2) (EQUATION 5-3)
244	TABLE 506.3.3 FRONTAGE INCREASE FACTORa TABLE 506.3.3.1 SECTION 507 BUILDINGSa SECTION 507 UNLIMITED AREA BUILDINGS
246	SECTION 508 MIXED USE AND OCCUPANCY
247	TABLE 508.4REQUIRED SEPARATION OF OCCUPANCIES (HOURS
248	SECTION 509 INCIDENTAL USES
249	TABLE 509.1 INCIDENTAL USES SECTION 510 SPECIAL PROVISIONS
252	CHAPTER 6 TYPES OF CONSTRUCTION SECTION 601 GENERAL SECTION 602 CONSTRUCTION CLASSIFICATION TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
253	SECTION 603 COMBUSTIBLE MATERIAL INTYPES I AND II CONSTRUCTION
256	CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 701GENERAL SECTION 702 DEFINITIONS SECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS
257	SECTION 704 FIRE-RESISTANCE RATING OFSTRUCTURAL MEMBERS
259	SECTION 705 EXTERIOR WALLS TABLE 705.2 MINIMUM DISTANCE OF PROJECTION
260	(EQUATION 7-1) TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE
261	FIGURE 705.7 EQUIVALENT OPENING FACTOR (EQUATION 7-2)
262	TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION
263	SECTION 706 FIRE WALLS
264	TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS
266	SECTION 707 FIRE BARRIERS
267	TABLE 707.3.10 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS
268	SECTION 708 FIRE PARTITIONS
269	SECTION 709 SMOKE BARRIERS SECTION 710 SMOKE PARTITIONS
270	SECTION 711 FLOOR AND ROOF ASSEMBLIES
271	SECTION 712 VERTICAL OPENINGS
272	SECTION 713 SHAFT ENCLOSURES
274	SECTION 714 PENETRATIONS
277	SECTION 715 JOINTS AND VOIDS SECTION 716 OPENING PROTECTIVES
278	TABLE 716.3 MARKING FIRE-RATED GLAZING ASSEMBLIES
279	TABLE 716.5OPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
280	TABLE 716.5—continuedOPENING FIRE PROTECTION ASSEMBLIES, RATINGS AND MARKINGS
283	TABLE 716.6FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
284	SECTION 717 DUCTS AND AIR TRANSFER OPENINGS TABLE 717.3.2.1 FIRE DAMPER RATING
289	SECTION 718 CONCEALED SPACES
291	SECTION 719 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER SECTION 720 THERMAL- AND SOUND-INSULATING MATERIALS
292	SECTION 721 PRESCRIPTIVE FIRE RESISTANCE SECTION 722 CALCULATED FIRE RESISTANCE
293	TABLE 721.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
294	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
295	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
296	TABLE 721.1(1)—continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm
297	TABLE 721.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
298	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
299	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
300	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
301	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
302	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
303	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
304	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
305	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
306	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
307	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
308	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
309	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
310	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
311	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
312	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
313	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
314	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
315	TABLE 721.1(2)—continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS
316	TABLE 722.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING (EQUATION 7-3) (EQUATION 7-4)
317	FIGURE 722.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS TABLE 722.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4 TABLE 722.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R0.59
318	FIGURE 722.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
319	TABLE 722.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL TABLE 722.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL EQUATION 7-5 TABLE 722.2.2.1 MINIMUM SLAB THICKNESS (inches
320	FIGURE 722.2.2.1.2 DETERMINATION OF SLABTHICKNESS FOR SLOPING SOFFITS FIGURE 722.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS FIGURE 722.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS
321	FIGURE 722.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES FIGURE 722.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES TABLE 722.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS TABLE 722.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS
322	TABLE 722.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMSc(APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE) TABLE 722.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTHb TABLE 722.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS
323	TABLE 722.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches
324	TABLE 722.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa
325	(EQUATION 7-7) TABLE 722.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches) TABLE 722.3.5 MINIMUM DIMENSION OF CONCRETEMASONRY COLUMNS (inches) (EQUATION 7-8)
326	TABLE 722.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS TABLE 722.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS TABLE 722.4.1(3) VALUES OF Rn TABLE 722.4.1(4) COEFFICIENTS FOR PLASTER TABLE 722.4.1(5) REINFORCED MASONRY LINTELS TABLE 722.4.1(6) REINFORCED CLAY MASONRY COLUMNS (EQUATION 7-9)
327	(EQUATION 7-10) (EQUATION 7-11) FIGURE 722.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
328	FIGURE 722.5.1(2) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS FIGURE 722.5.1(3) GYPSUM-PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD/SCREW ATTACHMENT SYSTEM
329	FIGURE 722.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD FIGURE 722.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAYED FIRE-RESISTANT MATERIALS FIGURE 722.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa
330	FIGURE 722.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS (EQUATION 7-12) (EQUATION 7-13)
331	(EQUATION 7-14) (EQUATION 7-15) (EQUATION 7-16)
332	FIGURE 722.5.2 DETERMINATION OF THE HEATED PERIMETER OFSTRUCTURAL STEEL BEAMS AND GIRDERS (EQUATION 7-17)
334	TABLE 722.5.1(1) W/D RATIOS FOR STEEL COLUMNS TABLE 722.5.1(2) PROPERTIES OF CONCRETE
335	TABLE 722.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS TABLE 722.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
336	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
337	TABLE 722.5.1(4)—continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES
338	TABLE 722.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
339	TABLE 722.5.1(5)—continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS
340	TABLE 722.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS
341	TABLE 722.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED INNORMAL-WEIGHT CONCRETEa [FIGURE 722.5.1(6)(c)] TABLE 722.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa[FIGURE 722.5.1(6)(c)]
342	TABLE 722.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL WEIGHT PRECAST COVERSa [FIGURE 722.5.1(6)(a)] TABLE 722.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa[FIGURE 722.5.1(6)(a)]
343	TABLE 722.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa TABLE 722.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAMEa
344	TABLE 722.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS TABLE 722.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMINGa TABLE 722.6.2(5) TIME ASSIGNED FOR ADDITIONAL PROTECTION
346	CHAPTER 8 INTERIOR FINISHES AND DECORATIVE MATERIALS SECTION 801 GENERAL SECTION 802 DEFINITIONS SECTION 803 WALL AND CEILING FINISHES
348	TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
349	SECTION 804 INTERIOR FLOOR FINISH SECTION 805 COMBUSTIBLE MATERIALS INTYPES I AND II CONSTRUCTION SECTION 806 DECORATIVE MATERIALS AND TRIM
350	SECTION 807 INSULATION SECTION 808 ACOUSTICAL CEILING SYSTEMS SECTION 809 ARTIFICIAL DECORATIVE VEGETATION ONBUILDINGS AND IN OUTDOOR OCCUPANCIES
352	CHAPTER 9 FIRE PROTECTION SYSTEMS SECTION 901 GENERAL SECTION 902 DEFINITIONS
353	SECTION 903 AUTOMATIC SPRINKLER SYSTEMS
355	TABLE 903.2.5.2 GROUP H-5 SPRINKLER DESIGN CRITERIA
357	TABLE 903.2.11.6 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS
360	SECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS
362	SECTION 905 STANDPIPE SYSTEMS
365	SECTION 906 PORTABLE FIRE EXTINGUISHERS
366	[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS [F] TABLE 906.3(2) FIRE EXTINGUISHERS FOR FLAMMABLE OR COMBUSTIBLE LIQUIDS WITH DEPTHS LESS THAN OR EQUAL TO 0.25 INCH SECTION 907 FIRE ALARM AND DETECTION SYSTEMS
376	[F] TABLE 907.5.2.3.2 VISIBLE ALARMS
377	SECTION 908 EMERGENCY ALARM SYSTEMS
378	SECTION 909 SMOKE CONTROL SYSTEMS
379	(EQUATION 9-1)
380	(EQUATION 9-2)
386	SECTION 910 SMOKE AND HEAT REMOVAL
387	(EQUATION 9-3) (EQUATION 9-4) SECTION 911 FIRE COMMAND CENTER
388	SECTION 912 FIRE DEPARTMENT CONNECTIONS
389	SECTION 913 FIRE PUMPS
390	SECTION 914 EMERGENCY RESPONDER SAFETY FEATURES SECTION 915 CARBON MONOXIDE PROTECTION SECTION 916 GAS DETECTION SYSTEMS
391	SECTION 917 EMERGENCY RESPONDER RADIO COVERAGE
392	CHAPTER 10 MEANS OF EGRESS SECTION 1001 ADMINISTRATION SECTION 1002 DEFINITIONS SECTION 1003 GENERAL MEANS OF EGRESS
394	SECTION 1004 OCCUPANT LOAD TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
395	SECTION 1005 MEANS OF EGRESS SIZING
396	SECTION 1006 NUMBER OF EXITS AND EXIT ACCESS DOORWAYS
397	TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
398	TABLE 1006.3.2 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
399	TABLE 1006.3.3(1) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR R-2 OCCUPANCIES TABLE 1006.3.3(2) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT FOR OTHER OCCUPANCIES SECTION 1007 EXIT AND EXIT ACCESS DOORWAY CONFIGURATION
400	SECTION 1008 MEANS OF EGRESS ILLUMINATION
401	SECTION 1009 ACCESSIBLE MEANS OF EGRESS SECTION 1010 DOORS, GATES AND TURNSTILES
404	TABLE 1010.2.4 MANUAL BOLTS, AUTOMATIC FLUSH BOLTS AND CONSTANT LATCHING BOLTS ON THE INACTIVE LEAF OF A PAIR OF DOORS
408	TABLE 1010.3.1(1) MAXIMUM DOOR SPEED MANUAL REVOLVING DOORS TABLE 1010.3.1(2) MAXIMUM DOOR SPEED AUTOMATIC OR POWER-OPERATED REVOLVING DOORS
411	SECTION 1011 STAIRWAYS
414	SECTION 1012 RAMPS
415	SECTION 1013 EXIT SIGNS
416	SECTION 1014 HANDRAILS
418	SECTION 1015 GUARDS
419	SECTION 1016 EXIT ACCESS
420	SECTION 1017 EXIT ACCESS TRAVEL DISTANCE SECTION 1018 AISLES
421	TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCEa SECTION 1019 EXIT ACCESS STAIRWAYS AND RAMPS
422	SECTION 1020 CORRIDORS TABLE 1020.2 CORRIDOR FIRE-RESISTANCE RATING TABLE 1020.3 MINIMUM CORRIDOR WIDTH
423	SECTION 1021 EGRESS BALCONIES SECTION 1022 EXITS
424	SECTION 1023 INTERIOR EXIT STAIRWAYS AND RAMPS
426	SECTION 1024 EXIT PASSAGEWAYS SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
428	SECTION 1026 HORIZONTAL EXITS SECTION 1027 EXTERIOR EXIT STAIRWAYS AND RAMPS
429	SECTION 1028 EXIT DISCHARGE
430	SECTION 1029 ASSEMBLY
432	TABLE 1029.6.2 CAPACITY FOR AISLES FOR SMOKE-PROTECTED ASSEMBLY
435	TABLE 1029.13.2.1 SMOKE-PROTECTED OR OPEN-AIR ASSEMBLY AISLE ACCESSWAYS
437	SECTION 1030 EMERGENCY ESCAPE AND RESCUE
438	SECTION 1031 EGRESS COURTS
440	CHAPTER 11 ACCESSIBILITY SECTION 1101 GENERAL SECTION 1102 DEFINITIONS RESERVED SECTION 1103 SCOPING REQUIREMENTS RESERVED SECTION 1104 ACCESSIBLE ROUTE RESERVED SECTION 1105 ACCESSIBLE ENTRANCES RESERVED SECTION 1106 PARKING AND PASSENGER LOADING FACILITIES RESERVED SECTION 1107 DWELLING UNITS AND SLEEPING UNITS RESERVED SECTION 1108 SPECIAL OCCUPANCIES RESERVED SECTION 1109 OTHER FEATURES AND FACILITIESRESERVED SECTION 1110 RECREATIONAL FACILITIES RESERVED SECTION 1111 SIGNAGE RESERVED
442	CHAPTER 12 INTERIOR ENVIRONMENT SECTION 1201 GENERAL SECTION 1202 DEFINITIONS SECTION 1203 VENTILATION
443	TABLE 1203.3 INSULATION FOR CONDENSATION CONTROL
445	SECTION 1204 TEMPERATURE CONTROL SECTION 1205 LIGHTING SECTION 1206 YARDS OR COURTS
446	SECTION 1207 SOUND TRANSMISSION SECTION 1208 INTERIOR SPACE DIMENSIONS SECTION 1209 ACCESS TO UNOCCUPIED SPACES
447	SECTION 1210 TOILET AND BATHROOM REQUIREMENTS SECTION 1211 ENHANCED CLASSROOM ACOUSTICS
448	CHAPTER 13 ENERGY EFFICIENCY SECTION 1301 GENERAL
450	CHAPTER 14 EXTERIOR WALLS SECTION 1401 GENERAL SECTION 1402 DEFINITIONS SECTION 1403 PERFORMANCE REQUIREMENTS
451	SECTION 1404 MATERIALS
452	SECTION 1405 INSTALLATION OF WALL COVERINGS
453	TABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS TABLE 1405.3(1) VAPOR RETARDER MATERIALS AND CLASSES
454	TABLE 1405.3(3) CLASS III VAPOR RETARDERS TABLE 1405.3.1 CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
459	SECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
460	TABLE 1406.2.1.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE EXTERIOR WALL COVERINGS SECTION 1407 METAL COMPOSITE MATERIALS (MCM
461	SECTION 1408 EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS) SECTION 1409 HIGH-PRESSURE DECORATIVE EXTERIOR-GRADE COMPACT LAMINATES (HPL
462	SECTION 1410 SOFFITS AND FASCIAS AT ROOF OVERHANGS
463	FIGURE 1410.3(1) TYPICAL SINGLE-SPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORT FIGURE 1410.3(2) TYPICAL MULTI-SPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORT
464	TABLE 1410.6 PRESCRIPTIVE ALTERNATE FOR WOOD STRUCTURAL PANEL SOFFIT
465	SECTION 1411 PLASTIC COMPOSITE DECKING
466	CHAPTER 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1501 GENERAL SECTION 1502 DEFINITIONS
467	SECTION 1503 WEATHER PROTECTION TABLE 1503.2 METAL FLASHING MATERIAL
468	SECTION 1504 PERFORMANCE REQUIREMENTS TABLE 1504.3.3 CLASSIFICATION OF METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161
469	SECTION 1505 FIRE CLASSIFICATION TABLE 1505.1a, b MINIMUM ROOF ASSEMBLY CLASSIFICATION FOR TYPES OF CONSTRUCTION
470	SECTION 1506 MATERIALS SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS
471	TABLE 1507.1.1.1 UNDERLAYMENT WITH SELF-ADHERING STRIPS OVER ROOF DECKING JOINTS
472	TABLE 1507.2.7.1 CLASSIFICATION OF ASPHALT SHINGLES
474	TABLE 1507.4.3(1) METAL ROOF COVERINGS TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE
475	TABLE 1507.7.6 SLATE SHINGLE HEADLAP TABLE 1507.8.5 WOOD SHINGLE MATERIAL REQUIREMENTS
476	TABLE 1507.9.6 WOOD SHAKE MATERIAL REQUIREMENTS TABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
477	TABLE 1507.12.2 SINGLE-PLY ROOFING MATERIAL STANDARDS TABLE 1507.14.3 PROTECTIVE COATING MATERIAL STANDARDS SECTION 1508 ROOF INSULATION
478	BF] TABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION SECTION 1509 ROOF COATINGS TABLE 1509.2 ROOF COATING MATERIAL STANDARDS SECTION 1510 ROOFTOP STRUCTURES
480	TABLE 1510.10 CLEARANCE BELOW RAISED ROOF MOUNTED MECHANICAL UNITS
481	SECTION 1511 EXISTING ROOFING
482	SECTION 1512 HIGH-VELOCITY HURRICANE ZONES—GENERAL
483	SECTION 1513 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS
485	SECTION 1514 HIGH-VELOCITY HURRICANE ZONES—WEATHER PROTECTION
486	SECTION 1515 HIGH-VELOCITY HURRICANE ZONES—PERFORMANCE REQUIREMENTS TABLE 1515.2 MINIMUM SLOPE SECTION 1516 HIGH-VELOCITY HURRICANE ZONES—FIRE CLASSIFICATION
487	SECTION 1517 HIGH-VELOCITY HURRICANE ZONES—MATERIALS
488	SECTION 1518 HIGH-VELOCITY HURRICANE ZONES—ROOF COVERINGS WITH SLOPES 2:12 OR GREATER TABLE 1518.2.1 UNDERLAYMENT WITH SELF-ADHERING STRIPS OVER ROOF DECKING JOINTS
491	SECTION 1519 HIGH-VELOCITY HURRICANE ZONES—ROOF COVERINGS WITH SLOPES LESS THAN 2:12 TABLE 1519.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA TABLE 1519.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA
493	SECTION 1520 HIGH-VELOCITY HURRICANE ZONES—ROOF INSULATION
494	SECTION 1521 HIGH-VELOCITY HURRICANE ZONES—REROOFING
495	SECTION 1522 HIGH-VELOCITY HURRICANE ZONES—ROOFTOP STRUCTURES AND COMPONENTS
496	TABLE 1522.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS SECTION 1523 HIGH-VELOCITY HURRICANE ZONES—TESTING
499	SECTION 1524 HIGH-VELOCITY HURRICANE ZONES—REQUIRED OWNER’S NOTIFICATION FORROOFING CONSIDERATIONS
501	SECTION 1525 HIGH-VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLICATION Florida Building Code 8th Edition (2023) High-Velocity Hurricane Zone Uniform Permit Application Form
502	Section A (General Information) Section B (Roof Plan)
503	Section C (Low Slope Application)
505	Section E (Tile Calculations)
506	CHAPTER 16 STRUCTURAL DESIGN SECTION 1601 GENERAL SECTION 1602 DEFINITIONS AND NOTATIONS SECTION 1603 CONSTRUCTION DOCUMENTS
507	SECTION 1604 GENERAL DESIGN REQUIREMENTS
508	TABLE 1604.3 DEFLECTION LIMITSa, b, c, h, i
509	SECTION 1605 LOAD COMBINATIONS
510	TABLE 1604.5 RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES
511	(EQUATION 16-1) (EQUATION 16-2) (EQUATION 16-3) (EQUATION 16-4) (EQUATION 16-5) (EQUATION 16-6) SECTION 1606 DEAD LOADS SECTION 1607 LIVE LOADS
513	TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
514	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
515	TABLE 1607.1—continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, L0, AND MINIMUM CONCENTRATED LIVE LOADS
516	(EQUATION 16-7) TABLE 1607.11.1 LIVE LOAD ELEMENT FACTOR, KLL
517	(EQUATION 16-8) (EQUATION 16-9) (EQUATION 16-10) (EQUATION 16-11)
518	(EQUATION 16-12) (EQUATION 16-13) (EQUATION 16-14) (EQUATION 16-15) (EQUATION 16-16)
520	SECTION 1608 SNOW LOADS RESERVED SECTION 1609 WIND LOADS
522	(EQUATION 16-17)
523	FIGURE 1609.3(1) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES
524	FIGURE 1609.3(2) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY III BUILDINGS AND OTHER STRUCTURES
525	FIGURE 1609.3(3) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY IV BUILDINGS AND OTHER STRUCTURES
526	FIGURE 1609.3(4) ULTIMATE DESIGN WIND SPEEDS, VULT, FOR RISK CATEGORY I BUILDINGS AND OTHER STRUCTURES
527	(EQUATION 16-18) SECTION 1610 SOIL LOADS AND HYDROSTATIC PRESSURE
528	TABLE 1609.7(1) NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE SECTION 1611 RAIN LOADS (EQUATION 16-19)
529	TABLE 1610.1 LATERAL SOIL LOAD TABLE 1611.1 DESIGN STORM RETURN PERIOD BY RISK CATEGORY SECTION 1612 FLOOD LOADS
530	TABLE 1612.1 CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE
531	TABLE 1612.1—continued CROSS REFERENCES DEFINING FLOOD-RESISTANT PROVISIONS OF THE FLORIDA BUILDING CODE
533	SECTION 1613 EARTHQUAKE LOADS RESERVED SECTION 1614 ATMOSPHERIC ICE LOADS SECTION 1615 STRUCTURAL INTEGRITY
534	(EQUATION 16-20) FIGURE 1615.4 LONGITUDINAL, PERIMETER, TRANSVERSE AND VERTICAL TIES
535	(EQUATION 16-21) SECTION 1616 HIGH-VELOCITY HURRICANE ZONES—GENERAL, DEFLECTION, VOLUME CHANGES AND MINIMUM LOADS
536	SECTION 1617 HIGH-VELOCITY HURRICANE ZONES—ROOF DRAINAGE RESERVED SECTION 1618 HIGH-VELOCITY HURRICANE ZONES—SPECIAL LOAD CONSIDERATIONS SECTION 1619 HIGH VELOCITY HURRICANE ZONES—LIVE LOAD REDUCTIONS RESERVED SECTION 1620 HIGH-VELOCITY HURRICANE ZONES—WIND LOADS
537	SECTION 1621 HIGH-VELOCITY HURRICANE ZONES—OVERTURNING MOMENT AND UPLIFT SECTION 1622 HIGH-VELOCITY HURRICANE ZONES—SCREEN ENCLOSURES SECTION 1623 HIGH-VELOCITY HURRICANE ZONES—LIVE LOADS POSTED AND OCCUPANCY PERMITS RESERVED SECTION 1624 HIGH-VELOCITY HURRICANE ZONES—FOUNDATION DESIGN RESERVED SECTION 1625 HIGH-VELOCITY HURRICANE ZONES—LOAD TESTS
538	TABLE 1625.4 FATIGUE LOADING SEQUENCE SECTION 1626 HIGH-VELOCITY HURRICANE ZONES—IMPACT TESTS FOR WIND-BORNE DEBRIS TABLE 1626 CYCLIC WIND PRESSURE LOADING
542	CHAPTER 17 SPECIAL INSPECTIONS AND TESTS SECTION 1701 GENERAL SECTION 1702 DEFINITIONS SECTION 1703 APPROVALS
543	SECTION 1704 SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND STRUCTURAL OBSERVATIONRESERVED SECTION 1705 REQUIRED SPECIAL INSPECTIONS AND TESTS RESERVED SECTION 1706 DESIGN STRENGTHS OF MATERIALS SECTION 1707 ALTERNATIVE TEST PROCEDURE SECTION 1708 IN-SITU LOAD TESTS
544	SECTION 1709 PRECONSTRUCTION LOAD TESTS
547	SECTION 1710 ANCHORAGE
550	CHAPTER 18 SOILS AND FOUNDATIONS SECTION 1801 GENERAL SECTION 1802 DEFINITIONS SECTION 1803 GEOTECHNICAL INVESTIGATIONS
552	SECTION 1804 EXCAVATION, GRADING AND FILL SECTION 1805 DAMPPROOFING AND WATERPROOFING
554	SECTION 1806 PRESUMPTIVE LOAD-BEARING VALUES OF SOILS SECTION 1807 FOUNDATION WALLS, RETAINING WALLS AND EMBEDDED POSTS AND POLES
555	TABLE 1806.2 PRESUMPTIVE LOAD-BEARING VALUES
556	TABLE 1807.1.6.2 CONCRETE FOUNDATION WALLS
557	TABLE 1807.1.6.3(1) PLAIN MASONRY FOUNDATION WALLS
558	TABLE 1807.1.6.3(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 5 INCHES (EQUATION 18-1) (EQUATION 18-2) (EQUATION 18-3)
559	TABLE 1807.1.6.3(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 6.75 INCHES SECTION 1808 FOUNDATIONS
560	TABLE 1807.1.6.3(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d ≥ 8.75 INCHES
561	FIGURE 1808.7.1 FOUNDATION CLEARANCES FROM SLOPES
562	TABLE 1808.8.1 MINIMUM SPECIFIED COMPRESSIVE STRENGTH f ′C OF CONCRETE OR GROUT TABLE 1808.8.2 MINIMUM CONCRETE COVER
563	SECTION 1809 SHALLOW FOUNDATIONS TABLE 1809.7 PRESCRIPTIVE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION
564	SECTION 1810 DEEP FOUNDATIONS
567	TABLE 1810.3.2.6 ALLOWABLE STRESSES FOR MATERIALS USED IN DEEP FOUNDATION ELEMENTS
568	(EQUATION 18-4)
570	(EQUATION 18-5)
573	SECTIONS 1811 through 1815 RESERVED SECTION 1816 TERMITE PROTECTION
574	SECTION 1817 HIGH-VELOCITY HURRICANE ZONES—EXCAVATIONS RESERVED SECTION 1818 HIGH-VELOCITY HURRICANE ZONES—BEARING CAPACITY OF SOIL RESERVED SECTION 1819 HIGH-VELOCITY HURRICANE ZONES—SOIL BEARING FOUNDATIONS RESERVED SECTION 1820 HIGH-VELOCITY HURRICANE ZONES—CONCRETE SLABS ON FILL RESERVED SECTION 1821 HIGH-VELOCITY HURRICANE ZONES—MONOLITHIC FOOTINGS RESERVED SECTION 1822 HIGH-VELOCITY HURRICANE ZONES—PILE FOUNDATIONS RESERVED SECTION 1823 HIGH-VELOCITY HURRICANE ZONES—WOOD PILES RESERVED SECTION 1824 HIGH-VELOCITY HURRICANE ZONES—PRECAST CONCRETE PILES RESERVED SECTION 1825 HIGH-VELOCITY HURRICANE ZONES—PRESTRESSED PRECAST CONCRETE PILES RESERVED SECTION 1826 HIGH-VELOCITY HURRICANE ZONES—CAST-IN-PLACE RESERVED SECTION 1827 HIGH-VELOCITY HURRICANE ZONES—ROLLED STRUCTURAL SHAPES RESERVED SECTION 1828 HIGH-VELOCITY HURRICANE ZONES—SPECIAL PILES OR SPECIAL CONDITIONS RESERVED SECTION 1829 HIGH-VELOCITY HURRICANE ZONES—LOAD TESTS ON PILES RESERVED SECTION 1830 HIGH-VELOCITY HURRICANE ZONES—FOUNDATION WALLS AND GRADE BEAMS RESERVED SECTION 1831 HIGH-VELOCITY HURRICANE ZONES—GRADES UNDER BUILDINGS RESERVED SECTION 1832 HIGH-VELOCITY HURRICANE ZONES—RETAINING WALLS RESERVED SECTION 1833 HIGH-VELOCITY HURRICANE ZONES—SEAWALLS AND BULKHEADS RESERVED SECTION 1834 HIGH-VELOCITY HURRICANE ZONES—SOIL IMPROVEMENT RESERVED
576	CHAPTER 19 CONCRETE SECTION 1901 GENERAL SECTION 1902 COORDINATION OF TERMS SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS SECTION 1904 DURABILITY REQUIREMENTS
577	SECTION 1905 MODIFICATIONS TO ACI 318 SECTION 1906 FOOTINGS FOR LIGHT-FRAME CONSTRUCTION SECTION 1907 MINIMUM SLAB PROVISIONS
578	SECTION 1908 SHOTCRETE SECTION 1909 SPECIAL WIND PROVISIONS FOR CONCRETE SECTIONS 1910 through 1916 RESERVED SECTION 1917 LIGHTWEIGHT INSULATING CONCRETE ROOFS
579	SECTION 1918 RESERVED SECTION 1919 HIGH-VELOCITY HURRICANE ZONES—GENERAL RESERVED SECTION 1920 HIGH-VELOCITY HURRICANE ZONES—STANDARDS RESERVED
580	SECTION 1921 HIGH-VELOCITY HURRICANE ZONES—DEFINITIONS RESERVED SECTION 1922 HIGH-VELOCITY HURRICANE ZONES—MATERIALS RESERVED SECTION 1923 HIGH-VELOCITY HURRICANE ZONES—CONCRETE QUALITY RESERVED SECTION 1924 HIGH-VELOCITY HURRICANE ZONES—MIXING AND PLACING CONCRETE RESERVED SECTION 1925 HIGH-VELOCITY HURRICANE ZONES—FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTSRESERVED SECTION 1926 HIGH-VELOCITY HURRICANE ZONES—DETAILS OF REINFORCEMENT RESERVED SECTION 1927 HIGH-VELOCITY HURRICANE ZONES—PRECAST CONCRETE UNITS RESERVED SECTION 1928 HIGH-VELOCITY HURRICANE ZONES—PRESTRESSED CONCRETE RESERVED SECTION 1929 HIGH-VELOCITY HURRICANE ZONES—PNEUMATICALLY PLACED CONCRETE(SHOTCRETE) RESERVED
582	CHAPTER 20 ALUMINUM SECTION 2001 GENERAL SECTION 2002 MATERIALS TABLE 2002.4A HEIGHT ADJUSTMENT FACTORS
583	TABLE 2002.4 DESIGN WIND PRESSURES SCREENED ENCLOSURES a, b, f, g, h(STRENGTH DESIGN OR LRFD ONLY
584	SECTION 2003 HIGH-VELOCITY HURRICANE ZONES—ALUMINUM
588	CHAPTER 21 MASONRY SECTION 2101 GENERAL SECTION 2102 DEFINITIONS AND NOTATIONS
589	SECTION 2103 MASONRY CONSTRUCTION MATERIALS TABLE 2103.2.3 CERAMIC TILE MORTAR COMPOSITIONS
590	SECTION 2104 CONSTRUCTION SECTION 2105 QUALITY ASSURANCE SECTION 2106 SEISMIC DESIGN SECTION 2107 ALLOWABLE STRESS DESIGN (EQUATION 21-1)
591	SECTION 2108 STRENGTH DESIGN OF MASONRY SECTION 2109 DRY-STACK MASONRY TABLE 2109.4 GROSS CROSS-SECTIONAL AREA ALLOWABLE STRESS FOR DRY-STACK MASONRY SECTION 2110 GLASS UNIT MASONRY SECTION 2111 MASONRY FIREPLACES
593	FIGURE 2111.12 ILLUSTRATION OF EXCEPTION TOFIREPLACE CLEARANCE PROVISION SECTION 2112 MASONRY HEATERS
594	SECTION 2113 MASONRY CHIMNEYS
596	TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa TABLE 2113.16(2) NET CROSS-SECTIONAL AREA OF SQUAREAND RECTANGULAR FLUE SIZES
597	FIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
598	FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREECHIMNEY CLEARANCE PROVISION SECTION 2114 TERMITE INSPECTION SECTION 2115 SPECIAL WIND PROVISIONS FOR MASONRY SECTIONS 2116 and 2117 RESERVED SECTION 2118 HIGH-VELOCITY HURRICANE ZONES—DESIGN RESERVED SECTION 2119 HIGH-VELOCITY HURRICANE ZONES—QUALITY, TESTS AND APPROVALS
599	SECTION 2120 HIGH-VELOCITY HURRICANE ZONES—ALLOWABLE UNIT STRESSES IN UNIT MASONRY RESERVED SECTION 2121 HIGH-VELOCITY HURRICANE ZONES—CONSTRUCTION DETAILS
602	SECTION 2122 HIGH-VELOCITY HURRICANE ZONES—REINFORCED UNIT MASONRY
604	CHAPTER 22 STEEL SECTION 2201 GENERAL SECTION 2202 DEFINITIONS SECTION 2203 IDENTIFICATION AND PROTECTION OFSTEEL FOR STRUCTURAL PURPOSES SECTION 2204 CONNECTIONS SECTION 2205 STRUCTURAL STEEL SECTION 2206 COMPOSITE STRUCTURAL STEELAND CONCRETE STRUCTURES SECTION 2207 STEEL JOISTS
605	SECTION 2208 STEEL CABLE STRUCTURES SECTION 2209 STEEL STORAGE RACKS SECTION 2210 COLD-FORMED STEEL
606	SECTION 2211 COLD-FORMED STEELLIGHT-FRAME CONSTRUCTION SECTION 2212 GABLE END WALLS SECTION 2213 RESERVED SECTION 2214 HIGH-VELOCITY HURRICANE ZONES—GENERAL—STEEL CONSTRUCTION
607	SECTION 2215 HIGH-VELOCITY HURRICANE ZONES—MATERIAL SECTION 2216 HIGH-VELOCITY HURRICANE ZONES—DESIGN LOADS SECTION 2217 HIGH-VELOCITY HURRICANE ZONES—MINIMUM THICKNESS OF MATERIAL SECTION 2218 HIGH-VELOCITY HURRICANE ZONES—CONNECTIONS RESERVED SECTION 2219 HIGH-VELOCITY HURRICANE ZONES—TUBULAR COLUMNS
608	SECTION 2220 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF METAL RESERVED SECTION 2221 HIGH-VELOCITY HURRICANE ZONES—GENERAL—OPEN WEB STEEL JOISTS SECTION 2222 HIGH-VELOCITY HURRICANE ZONES—COLD-FORMED STEEL CONSTRUCTION
609	SECTION 2223 HIGH-VELOCITY HURRICANE ZONES—PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PREENGINEERED STRUCTURES)
610	SECTION 2224 HIGH-VELOCITY HURRICANE ZONES—CHAIN LINK FENCES
611	TABLE 2224 CHAIN LINK FENCE MINIMUM REQUIREMENTS
612	CHAPTER 23 WOOD SECTION 2301GENERAL SECTION 2302 DEFINITIONS SECTION 2303 MINIMUM STANDARDS AND QUALITY
616	FIGURE 2303.4.1.2(1a) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING ONE ROW OF PITMR
617	FIGURE 2303.4.1.2(1b) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF ONE ROW OF PITMR
618	FIGURE 2303.4.1.2(2a) PITMR AND PITMDB FOR TRUSS WEB MEMBERS REQUIRING TWO ROWS OF PITMR
619	FIGURE 2303.4.1.2(2b) ALTERNATIVE INSTALLATION USING BUCKLING REINFORCEMENT FOR TRUSS WEB MEMBERS IN LIEU OF TWO ROWS OF PITMR
620	FIGURE 2303.4.1.2(3) PITMR AND PITMDB FOR FLAT PORTION OF TOP CHORD IN A PIGGYBACK ASSEMBLY
621	SECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS
622	TABLE 2304.6.1 MAXIMUM NOMINAL DESIGN WIND SPEED, Vasd, PERMITTED FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa
623	TABLE 2304.8(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa TABLE 2304.8(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE TABLE 2304.8(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa
624	TABLE 2304.8(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a(Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports TABLE 2304.8(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS(Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a, b
625	TABLE 2304.9.3.2 FASTENING SCHEDULE FOR MECHANICALLY LAMINATED DECKING USING LAMINATIONS OF 2-INCH NOMINAL THICKNESS
627	TABLE 2304.10.1 FASTENING SCHEDULE
628	TABLE 2304.10.1—continued FASTENING SCHEDULE
629	TABLE 2304.10.1—continued FASTENING SCHEDULE
630	TABLE 2304.10.1—continued FASTENING SCHEDULE
631	TABLE 2304.10.1—continued FASTENING SCHEDULE
632	TABLE 2304.11 MINIMUM DIMENSIONS OF HEAVY TIMBER STRUCTURAL MEMBERS
635	SECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL FORCE-RESISTING SYSTEMS (EQUATION 23-1) TABLE 2305.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM AND SHEAR WALL DEFLECTION DUE TO FASTENER SLIP(Structural I)a, c
636	TABLE 2305.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS (EQUATION 23-2) SECTION 2306 ALLOWABLE STRESS DESIGN
637	TABLE 2306.1.4ALLOWABLE LOADS FOR LUMBER DECKING
638	TABLE 2306.2(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND LOADINGf
639	TABLE 2306.2(1)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND LOADINGf
640	TABLE 2306.2(2) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND LOADINGb, h
641	TABLE 2306.2(2)—continued ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF STAPLES (HIGH-LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE FOR WIND LOADING
642	TABLE 2306.3(1) ALLOWABLE SHEAR VALUES (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS UTILIZING STAPLES WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND LOADINGb TABLE 2306.3(2)ALLOWABLE SHEAR VALUES (plf) FOR WIND LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION UTILIZING STAPLES FOR TYPE V CONSTRUCTION ONLYa
643	TABLE 2306.3(3) ALLOWABLE SHEAR VALUES FOR WIND FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES UTILIZING STAPLES SECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION RESERVED SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL
644	SECTION 2310 through 2313 RESERVED SECTION 2314 HIGH-VELOCITY HURRICANE ZONES
645	SECTION 2315 HIGH-VELOCITY HURRICANE ZONES—QUALITY
646	SECTION 2316 HIGH-VELOCITY HURRICANE ZONES—SIZES RESERVED SECTION 2317 HIGH-VELOCITY HURRICANE ZONES—UNIT STRESSES SECTION 2318 HIGH-VELOCITY HURRICANE ZONES—VERTICAL FRAMING
647	SECTION 2319 HIGH-VELOCITY HURRICANE ZONES—HORIZONTAL FRAMING
652	SECTION 2320 HIGH-VELOCITY HURRICANE ZONES—FIRESTOPS RESERVED SECTION 2321 HIGH-VELOCITY HURRICANE ZONES—ANCHORAGE
653	SECTION 2322 HIGH-VELOCITY HURRICANE ZONES—SHEATHING TABLE 2322.1.6 PLYWOOD SUBFLOOR1
654	TABLE 2322.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1
655	SECTION 2323 HIGH-VELOCITY HURRICANE ZONES—FURRING RESERVED SECTION 2324 HIGH-VELOCITY HURRICANE ZONES—CONNECTORS TABLE 2324.1 NAIL CONNECTION FOR WOOD MEMBERS SECTION 2325 HIGH-VELOCITY HURRICANE ZONES—WOOD SUPPORTING MASONRY SECTION 2326 HIGH-VELOCITY HURRICANE ZONES—PROTECTION OF WOOD
656	SECTION 2327 HIGH-VELOCITY HURRICANE ZONES—FIRE-RETARDANT WOOD RESERVED SECTION 2328 HIGH-VELOCITY HURRICANE ZONES—WOOD FENCES SECTION 2329 HIGH-VELOCITY HURRICANE ZONES—FIRE-RETARDANT-TREATED SHAKES ANDSHINGLES RESERVED SECTION 2330 HIGH-VELOCITY HURRICANE ZONES—WOOD BLOCKING
658	CHAPTER 24 GLASS AND GLAZING SECTION 2401 GENERAL SECTION 2402 DEFINITIONS SECTION 2403 GENERAL REQUIREMENTS FOR GLASS SECTION 2404 WIND AND DEAD LOADS ON GLASS (EQUATION 24-1) (EQUATION 24-2) (EQUATION 24-3) (EQUATION 24-4)
659	(EQUATION 24-5) (EQUATION 24-6) (EQUATION 24-7) (EQUATION 24-8) (EQUATION 24-9) (EQUATION 24-10) (EQUATION 24-11) (EQUATION 24-12)
660	SECTION 2405 SLOPED GLAZING AND SKYLIGHTS
661	(EQUATION 24-13) (EQUATION 24-14) (EQUATION 24-15) SECTION 2406 SAFETY GLAZING
662	TABLE 2406.2(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR PART 1201 TABLE 2406.2(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1
663	SECTION 2407 GLASS IN HANDRAILS AND GUARDS
664	SECTION 2408 GLAZING IN ATHLETIC FACILITIES SECTION 2409 GLASS IN WALKWAYS,ELEVATOR HOISTWAYS AND ELEVATOR CARS
665	SECTION 2410 HIGH-VELOCITY HURRICANE ZONES—GENERAL SECTION 2411 HIGH-VELOCITY HURRICANE ZONES—WINDOWS, DOORS, GLASS AND GLAZING
667	SECTION 2412 HIGH-VELOCITY HURRICANE ZONES—GLASS VENEER
668	SECTION 2413 HIGH-VELOCITY HURRICANE ZONES—STORM SHUTTERS/EXTERNAL PROTECTIVE DEVICES SECTION 2414 HIGH-VELOCITY HURRICANE ZONES—CURTAIN WALLS
669	SECTION 2415 HIGH-VELOCITY HURRICANE ZONES—STRUCTURAL GLAZING SYSTEMS
672	CHAPTER 25 GYPSUM BOARD, GYPSUM PANEL PRODUCTS AND PLASTER SECTION 2501 GENERAL SECTION 2502 DEFINITIONS SECTION 2503 INSPECTION SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES SECTION 2505 SHEAR WALL CONSTRUCTION SECTION 2506 GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS
673	TABLE 2506.2 GYPSUM BOARD AND GYPSUM PANEL PRODUCTS MATERIALS AND ACCESSORIES SECTION 2507 LATHING AND PLASTERING TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
674	SECTION 2508 GYPSUM CONSTRUCTION TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION TABLE 2508.6 ALLOWABLE (ASD) SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAME GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
675	SECTION 2509 SHOWERS AND WATER CLOSETS TABLE 2509.2 BACKERBOARD MATERIALS SECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER(STUCCO)
676	SECTION 2511 INTERIOR PLASTER TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION SECTION 2512 EXTERIOR PLASTER
677	TABLE 2512.6 CEMENT PLASTERS SECTION 2513 EXPOSED AGGREGATE PLASTER
678	SECTION 2514 REINFORCED GYPSUM CONCRETE SECTION 2515 HIGH-VELOCITY HURRICANE ZONES—LATHING RESERVED SECTION 2516 HIGH-VELOCITY HURRICANE ZONES—PLASTER RESERVED SECTION 2517 HIGH-VELOCITY HURRICANE ZONES—STUCCO RESERVED SECTION 2518 HIGH-VELOCITY HURRICANE ZONES—GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS RESERVED SECTION 2519 HIGH-VELOCITY HURRICANE ZONES—SUSPENDED AND FURRED CEILINGS RESERVED SECTION 2520 HIGH-VELOCITY HURRICANE ZONES—ASBESTOS RESERVED SECTION 2521 HIGH-VELOCITY HURRICANE ZONES—TILE RESERVED
680	CHAPTER 26 PLASTIC SECTION 2601 GENERAL SECTION 2602 DEFINITIONS SECTION 2603 FOAM PLASTIC INSULATION
684	TABLE 2603.12.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
685	TABLE 2603.12.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa TABLE 2603.13.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
686	TABLE 2603.13.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT SECTION 2604 INTERIOR FINISH AND TRIM SECTION 2605 PLASTIC VENEER
687	SECTION 2606 LIGHT-TRANSMITTING PLASTICS
688	SECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa
689	SECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS
690	TABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS
691	SECTION 2612 PLASTIC COMPOSITES SECTION 2613 FIBER-REINFORCED POLYMER
692	SECTION 2614 REFLECTIVE PLASTIC CORE INSULATION SECTION 2615 HIGH-VELOCITY HURRICANE ZONES—PLASTICS
694	CHAPTER 27 ELECTRICAL SECTION 2701 GENERAL SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS
696	CHAPTER 28 MECHANICAL SYSTEMS SECTION 2801 GENERAL
698	CHAPTER 29 PLUMBING SYSTEMS SECTION 2901 GENERAL SECTION 2902 MINIMUM PLUMBING FACILITIES P] TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURESa (See Sections 2902.1.1 and 2902.2)
699	[P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a(See Sections 2902.1.1 and 2902.2)
700	[P] TABLE 2902.1—(continued) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES a(See Sections 2902.1.1 and 2902.2)
702	[P] SECTION 2903 INSTALLATION OF FIXTURES
704	CHAPTER 30 ELEVATORS AND CONVEYING SYSTEMS SECTION 3001 GENERAL TABLE 3001.2 STANDARDS FOR ELEVATORS AND CONVEYINGSYSTEMS AND COMPONENTS
705	SECTION 3002 HOISTWAY ENCLOSURES
706	SECTION 3003 EMERGENCY OPERATIONS SECTION 3004 CONVEYING SYSTEMS SECTION 3005 MACHINE ROOMS
707	SECTION 3006 ELEVATOR LOBBIES ANDHOISTWAY OPENING PROTECTION
708	SECTION 3007 FIRE SERVICE ACCESS ELEVATOR
709	FIGURE 3007.6.5 FIRE SERVICE ACCESS ELEVATOR SYMBOL
710	SECTION 3008 OCCUPANT EVACUATION ELEVATORS
712	SECTION 3009 ELEVATOR ACCESSIBILITY REQUIREMENTS FOR THE PHYSICALLY HANDICAPPED SECTION 3010 SERIAL NUMBERS
713	SECTION 3011 ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC ELEVATORCYLINDERS SECTION 3012 ALTERATIONS TO ELECTRIC AND HYDRAULIC ELEVATORS AND ESCALATORS SECTION 3013 CLEARANCE REQUIREMENTS BETWEEN ELEVATOR DOORS FOR ELEVATORS INSIDE APRIVATE RESIDENCE
716	CHAPTER 31 SPECIAL CONSTRUCTION SECTION 3101 GENERAL SECTION 3102 MEMBRANE STRUCTURES
717	SECTION 3103 TEMPORARY STRUCTURES SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS
719	SECTION 3105 AWNINGS AND CANOPIES
720	SECTION 3106 MARQUEES SECTION 3107 SIGNS SECTION 3108 TELECOMMUNICATION AND BROADCAST TOWERS SECTION 3109 STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE
723	SECTION 3110 AUTOMATIC VEHICULAR GATES SECTION 3111 SOLAR ENERGY SYSTEMS
724	SECTION 3112 DEPOSIT OF MATERIALIN TIDEWATER REGULATED
725	SECTION 3113 LIGHTING, MIRRORS, LANDSCAPING SECTION 3114 AIRPORT NOISE
726	SECTION 3115 EXTERIOR ELEVATED FLOORING SYSTEMS
728	CHAPTER 32 ENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY SECTION 3201 GENERAL SECTION 3202 ENCROACHMENTS
730	CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION SECTION 3301 GENERAL SECTION 3302 CONSTRUCTION SAFEGUARDS SECTION 3303 DEMOLITION SECTION 3304 SITE WORK
731	SECTION 3305 SANITARY SECTION 3306 PROTECTION OF PEDESTRIANS TABLE 3306.1 PROTECTION OF PEDESTRIANS
732	SECTION 3307 PROTECTION OF ADJOINING PROPERTY SECTION 3308 TEMPORARY USE OF STREETS,ALLEYS AND PUBLIC PROPERTY SECTION 3309 FIRE EXTINGUISHERS SECTION 3310 MEANS OF EGRESS
733	SECTION 3311 STANDPIPES SECTION 3312 AUTOMATIC SPRINKLER SYSTEM SECTION 3313 WATER SUPPLY FOR FIRE PROTECTION
734	CHAPTER 34 RESERVED
736	CHAPTER 35 REFERENCED STANDARDS AA AAF AAMA Standards by FGIA
737	ACI AF & PA AHA AISC
738	AISI AITC ALI
739	AMCA ANSI APA
740	APSP (PHTA Standards) ASABE
741	ASCE/SEI ASHRAE ASME
742	ASSE ASTM
750	AWC AWPA AWS
751	BHMA CEN CGSB CISCA CPA
752	CPSC CSA CSSB DASMA
753	DECO DOC/NIST DOL/OSHA DOTn
754	FDOE FEMA FGI FINA
755	Florida Codes
757	FM FRSA FS GA
758	GSA HPVA ICC IEEE IESNA
759	ISO MHI MIA NAAMM NCMA
760	NFPA
762	NSF PCI PTI RCSC RMI
763	SBCA SDI SJI SPRI
764	STI TECO TIA TMS
765	TPI UL
766	ULC
767	USC WCLIB WDMA WRI
768	CHAPTER 36 FLORIDA FIRE PREVENTION CODE SECTION 3601
770	APPENDIX A EMPLOYEE QUALIFICATIONS SECTION A101 BUILDING OFFICIAL QUALIFICATIONS
772	APPENDIX B CHAPTER 9B-52 F.A.C.FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT CONSTRUCTION
773	FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION
774	CHAPTER B101 GENERAL CHAPTER B201 DEFINITIONS
780	APPENDIX C FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS
781	CHAPTER C1 ADMINISTRATION CHAPTER C2 DEFINITIONS
782	CHAPTER C3 TESTING CHAPTER C4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
783	CHAPTER C5 ENGINEERED SYSTEMS
784	CHAPTER C6 SOIL DEPRESSURIZATION SYSTEMS
788	APPENDIX D FIRE DISTRICTS SECTION D101 GENERAL SECTION D102 BUILDING RESTRICTIONS
789	SECTION D103 CHANGES TO BUILDINGS SECTION D104 BUILDINGS LOCATEDPARTIALLY IN THE FIRE DISTRICT SECTION D105 EXCEPTIONS TO RESTRICTIONS IN FIRE DISTRICT
790	SECTION D106 REFERENCED STANDARDS
792	APPENDIX E FLORIDA STANDARD FOR RADON-RESISTANT NEW COMMERCIAL CONSTRUCTION CHAPTER E101 GENERAL
793	CHAPTER E201 DEFINITIONS
795	CHAPTER E301 CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS
800	CHAPTER E401 ACTIVE SOIL-DEPRESSURIZATION SYSTEMS
804	APPENDIX F RODENTPROOFING SECTION F101 GENERAL
806	APPENDIX G FLOOD-RESISTANT CONSTRUCTION RESERVED
808	APPENDIX H SIGNS SECTION H101 GENERAL SECTION H102 DEFINITIONS SECTION H103 LOCATION SECTION H104 IDENTIFICATION
809	SECTION H105 DESIGN AND CONSTRUCTION SECTION H106 ELECTRICAL SECTION H107 COMBUSTIBLE MATERIALS SECTION H108 ANIMATED DEVICES SECTION H109 GROUND SIGNS
810	SECTION H110 ROOF SIGNS SECTION H111 WALL SIGNS SECTION H112 PROJECTING SIGNS
811	SECTION H113 MARQUEE SIGNS SECTION H114 PORTABLE SIGNS TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS TABLE 4-B THICKNESS OF PROJECTION SIGN SECTION H115 REFERENCED STANDARDS
812	APPENDIX I PATIO COVERS SECTION I101 GENERAL SECTION I102 DEFINITION SECTION I103 EXTERIOR WALLS AND OPENINGS SECTION I104 HEIGHT SECTION I105 STRUCTURAL PROVISIONS
814	APPENDIX J GRADING SECTION J101 GENERAL SECTION J102 DEFINITIONS SECTION J103 PERMITS REQUIRED SECTION J104 PERMIT APPLICATION AND SUBMITTALS
815	SECTION J105 INSPECTIONS SECTION J106 EXCAVATIONS SECTION J107 FILLS SECTION J108 SETBACKS SECTION J109 DRAINAGE AND TERRACING
816	FIGURE J107.3 BENCHING DETAILS FIGURE J108.1 DRAINAGE DIMENSIONS
817	SECTION J110 EROSION CONTROL SECTION J111 REFERENCED STANDARDS
818	APPENDIX K ADMINISTRATIVE PROVISIONS SECTION K101 GENERAL SECTION K102 APPLICABILITY SECTION K103 PERMITS
819	SECTION K104 CONSTRUCTION DOCUMENTS SECTION K105 ALTERNATIVE ENGINEERED DESIGN SECTION K106 REQUIRED INSPECTIONS SECTION K107 PREFABRICATED CONSTRUCTION
820	SECTION K108 TESTING SECTION K109 RECONNECTION SECTION K110 CONDEMNING ELECTRICAL SYSTEMS SECTION K111 ELECTRICAL PROVISIONS
822	APPENDIX L EARTHQUAKE RECORDING INSTRUMENTATION RESERVED
824	APPENDIX M TSUNAMI-GENERATED FLOOD HAZARD SECTION M101 TSUNAMI-GENERATED FLOOD HAZARD SECTION M102 REFERENCED STANDARDS
826	APPENDIX N BOARD OF APPEALS SECTION N101 GENERAL
828	APPENDIX O PERFORMANCE-BASED APPLICATION SECTION O101 GENERAL
830	INDEX
866	ADDITIONAL CODE RECOUSES FROM ICC
867	DIGITAL CODES PREMIUM
868	ICC EVALUATION SERVICES
869	2023 FLORIDA CODES: COMPLETE COLLECTION