{"id":73125,"date":"2024-10-17T16:29:32","date_gmt":"2024-10-17T16:29:32","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-residentialcode-2010\/"},"modified":"2024-10-24T19:09:09","modified_gmt":"2024-10-24T19:09:09","slug":"fl-residentialcode-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-residentialcode-2010\/","title":{"rendered":"FL ResidentialCode 2010"},"content":{"rendered":"

This is a fully integrated code based on the 2009 IRC.<\/span><\/span><\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2010 FLORIDA BUILDING CODE: RESIDENTIAL <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE 2010 RESIDENTIAL TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
14<\/td>\nPART I – ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
PART I\u2014SCOPE AND APPLICATION
SECTION R101 GENERAL
SECTION R102 APPLICABILITY RESERVED
PART II\u2014ADMINISTRATION AND ENFORCEMENT
SECTION R103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIALRESERVED
SECTION R105 PERMITS RESERVED
SECTION R106 CONSTRUCTION DOCUMENTS RESERVED
SECTION R107 TEMPORARY STRUCTURES AND USES RESERVED
SECTION R108 FEES RESERVED
SECTION R109 INSPECTIONSRESERVED
SECTION R110 CERTIFICATE OF OCCUPANCY RESERVED
SECTION R111 SERVICE UTILITIES RESERVED
SECTION R112 BOARD OF APPEALS RESERVED
SECTION R113 VIOLATIONS RESERVED <\/td>\n<\/tr>\n
15<\/td>\nSECTION R114 STOP WORK ORDER RESERVED <\/td>\n<\/tr>\n
16<\/td>\nPART II – DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
32<\/td>\nPART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
33<\/td>\nFIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F) <\/td>\n<\/tr>\n
34<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)a <\/td>\n<\/tr>\n
35<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
TABLE R301.2(4) GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B <\/td>\n<\/tr>\n
36<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
37<\/td>\nFIGURE R301.2(4) ULTIMATE DESIGN WIND SPEEDS, Vult <\/td>\n<\/tr>\n
38<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
39<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
41<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULEFOR WOOD STRUCTURAL PANELS
TABLE R301.2.1.3 WIND SPEEDS CONVERSIONS <\/td>\n<\/tr>\n
44<\/td>\nFIGURE R301.3 DETERMINING NUMBER OF STORIES ABOVE THE FOUNDATION <\/td>\n<\/tr>\n
45<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
46<\/td>\nSECTION R302 FIRE-RESISTANT CONSTRUCTION
TABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n
48<\/td>\nTABLE R302.6 DWELLING\/GARAGE SEPARATION <\/td>\n<\/tr>\n
50<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
51<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT <\/td>\n<\/tr>\n
52<\/td>\nSECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
53<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
54<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
56<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
57<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
59<\/td>\nSECTION R312 GUARDS <\/td>\n<\/tr>\n
60<\/td>\nSECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS RESERVED
SECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
61<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS
SECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
63<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
64<\/td>\nSECTION R318 PROTECTION AGAINST TERMITES <\/td>\n<\/tr>\n
65<\/td>\nSECTION R319 SITE ADDRESS <\/td>\n<\/tr>\n
66<\/td>\nSECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
69<\/td>\nSECTION R323 STORM SHELTERS
SECTION 324 AIRPORT NOISE <\/td>\n<\/tr>\n
70<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
71<\/td>\nTABLE R401.1 FOUNDATION UPLIFT LIGHT STEEL AND WOOD FRAME BUILDINGS IN EXPOSURE B <\/td>\n<\/tr>\n
72<\/td>\nTABLE R401.1 (continued) FOUNDATION UPLIFT LIGHT STEEL AND WOOD FRAME BUILDINGS IN EXPOSURE C <\/td>\n<\/tr>\n
73<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
74<\/td>\nTABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS <\/td>\n<\/tr>\n
75<\/td>\nFIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
76<\/td>\nFIGURE R403.1(1)\u2014 continued <\/td>\n<\/tr>\n
77<\/td>\nFIGURE R403.1(1)\u2014continued <\/td>\n<\/tr>\n
78<\/td>\nFIGURE R403.1(1)\u2014continued <\/td>\n<\/tr>\n
79<\/td>\nFIGURE R403.1(1)\u2014continued <\/td>\n<\/tr>\n
80<\/td>\nFIGURE R403.1(1)\u2014continued <\/td>\n<\/tr>\n
81<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
82<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
83<\/td>\nTABLE R403.1.2 FOUNDATION UPLIFT DESIGN DETAILS
FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
84<\/td>\nFIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING
SECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
85<\/td>\nTABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS <\/td>\n<\/tr>\n
86<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
87<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES <\/td>\n<\/tr>\n
88<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES <\/td>\n<\/tr>\n
89<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES <\/td>\n<\/tr>\n
90<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
91<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
92<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
93<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
94<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
95<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
96<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
97<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
98<\/td>\nTABLE R404.1.2(9) \u2014continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
101<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
102<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
103<\/td>\nSECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
104<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
105<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
108<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
110<\/td>\nFIGURE R502.1.5 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
111<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa <\/td>\n<\/tr>\n
112<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT <\/td>\n<\/tr>\n
113<\/td>\nSECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
SECTION R505 STEEL FLOOR FRAMING RESERVED
SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
116<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
117<\/td>\nFIGURE R602.1.4(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
118<\/td>\nFIGURE R602.1.4(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
119<\/td>\nFIGURE R602.1.4.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
121<\/td>\nSECTION R603 STEEL WALL FRAMING RESERVED
SECTION R604 WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
122<\/td>\nSECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
123<\/td>\nTABLE R606.9.2 LAP SPLICE LENGTHS <\/td>\n<\/tr>\n
124<\/td>\nFIGURE R606.9.9A CONTINUITY OF REINFORCEMENT ONE STORY MASONRY WALL <\/td>\n<\/tr>\n
125<\/td>\nFIGURE R606.9.9B CONTINUITY OF FIRST AND SECOND FLOOR VERTICAL WALL REINFORCEMENT <\/td>\n<\/tr>\n
126<\/td>\nTABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY <\/td>\n<\/tr>\n
127<\/td>\nTABLE R607.1 MORTAR PROPORTIONS
SECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
128<\/td>\nSECTION R609 GROUTED MASONRY <\/td>\n<\/tr>\n
129<\/td>\nTABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
130<\/td>\nTABLE R609.2.2C BOND BEAM AREA OF STEEL PROVIDED IN2\/FT <\/td>\n<\/tr>\n
131<\/td>\nFIGURE R609.2.4 CORNER CONTINUITY OF BOND BEAM AND WALL REINFORCEMENT
FIGURE R609.2.5 CHANGES IN BOND BEAM HEIGHT <\/td>\n<\/tr>\n
132<\/td>\nTABLE R609.2.2A-1 GRADE 60 EXPOSURE B ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN <\/td>\n<\/tr>\n
133<\/td>\nTABLE R609.2.2A-2 GRADE 60 ROOF EXPOSURE C ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN <\/td>\n<\/tr>\n
134<\/td>\nTABLE R609.2.2A-3 GRADE 40 EXPOSURE B ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN <\/td>\n<\/tr>\n
135<\/td>\nTABLE R609.2.2A-4 GRADE 40 EXPOSURE C ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN <\/td>\n<\/tr>\n
136<\/td>\nTABLE R609.2.2B-1 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN <\/td>\n<\/tr>\n
137<\/td>\nTABLE R609.2.2B-2 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN <\/td>\n<\/tr>\n
138<\/td>\nTABLE R609.2.2B-3 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN <\/td>\n<\/tr>\n
139<\/td>\nTABLE R609.2.2B-4 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN <\/td>\n<\/tr>\n
140<\/td>\nTABLE R609.2.2B-5 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
141<\/td>\nTABLE R609.2.2B-6 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
142<\/td>\nTABLE R609.2.2B-7 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
143<\/td>\nTABLE R609.2.2B-8 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
144<\/td>\nTABLE R609.3.3A-1 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS <\/td>\n<\/tr>\n
145<\/td>\nTABLE R609.3.3A-2 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS <\/td>\n<\/tr>\n
146<\/td>\nTABLE R609.3.3A-3 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS <\/td>\n<\/tr>\n
147<\/td>\nTABLE R609.3.3A-4 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS <\/td>\n<\/tr>\n
148<\/td>\nTABLE R609.3.3B-1 GRADE 60 MAXIMUM SPACING OF NO. 5 (5\/8 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET <\/td>\n<\/tr>\n
149<\/td>\nTABLE R609.3.3B-2 GRADE 60 MAXIMUM SPACING OF NO. 4 (1\/2 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET <\/td>\n<\/tr>\n
150<\/td>\nTABLE R609.3.3B-3 GRADE 40 MAXIMUM SPACING OF NO. 5 (5\/8 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET <\/td>\n<\/tr>\n
151<\/td>\nTABLE R609.3.3B-4 GRADE 40 MAXIMUM SPACING OF NO. 4 (1\/2 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE OR MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET <\/td>\n<\/tr>\n
152<\/td>\nTABLE R609.4 AWOOD GABLE BRACE NAILING
TABLE R609.4B WOOD GABLE STUD CONNECTOR LOADS <\/td>\n<\/tr>\n
153<\/td>\nTABLE R609.4.4 ANCHOR BOLT SPACING FOR ATTACHING 2 x 4 MINIMUM WOOD NAILER TO RAKE BEAM <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R609.4 GABLE END BRACING FOR MASONRY WALLS NOT CONTINUOUS TO THE ROOF DIAPHRAGM
SECTION R610 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
155<\/td>\nFIGURE R609.4.1 CONTINUOUS GABLE ENDWALL REINFORCEMENT ONE AND MULTISTORY <\/td>\n<\/tr>\n
156<\/td>\nFIGURE R609.4.5 GABLE OVERHANG <\/td>\n<\/tr>\n
157<\/td>\nTABLE R609.5.1A GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
158<\/td>\nTABLE R609.5.1B GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
159<\/td>\nTABLE R609.5.1C GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
160<\/td>\nTABLE R609.5.1D GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 23\u00b0 <\/td>\n<\/tr>\n
161<\/td>\nTABLE R609.5.1E GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
162<\/td>\nTABLE R609.5.1F GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
163<\/td>\nTABLE R609.5.1G GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
164<\/td>\nTABLE R609.5.1H GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT ROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
165<\/td>\nTABLE R609.5.1I GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
166<\/td>\nTABLE R609.5.1J GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
167<\/td>\nTABLE R609.5.1K GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
168<\/td>\nTABLE R609.5.1L GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
169<\/td>\nTABLE R609.5.1M GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTHROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
170<\/td>\nTABLE R609.5.1N GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
171<\/td>\nTABLE R609.5.1O GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
172<\/td>\nTABLE R609.5.1P GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
173<\/td>\nTABLE R609.5.1Q GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
174<\/td>\nTABLE R609.5.1R GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
175<\/td>\nTABLE R609.5.3 ATOTAL SHEAR AT TOP OF TOP STORY WALL1,2 <\/td>\n<\/tr>\n
176<\/td>\nTABLE R609.5.3B TRANSVERSE CONNECTOR LOAD (F2)1, 2
FIGURE R609.5.3 TYPICAL ROOF TO WALL CONNECTIONS <\/td>\n<\/tr>\n
177<\/td>\nTABLE R609.5.4 END WALL ROOF SHEAR PER FOOT OF BUILDING LENGTH
SECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
178<\/td>\nTABLE R609.6.1.2(1) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY OF 6-INCH- OR 8-INCH-THICK PRE-ENGINEERED ASSEMBLIES SPANNING OPENINGS OF ONE STORY AND TOP STORY OF MULTI-STORY BUILDINGS <\/td>\n<\/tr>\n
179<\/td>\nTABLE R609.6.1.2(2) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY 8-INCH-THICK PREENGINEERED ASSEMBLIES SPANNING OPENINGS OF BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS\u2014WOOD FLOOR SYSTEM <\/td>\n<\/tr>\n
180<\/td>\nTABLE R609.6.1.2(3) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY 8-INCH-THICK PREENGINEERED ASSEMBLIES SPANNING OPENINGS OF BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS\u2014HOLLOW CORE FLOOR SYSTEM <\/td>\n<\/tr>\n
181<\/td>\nTABLE R609.6.2.1(1) MAXIMUM CLEAR SPAN CAPACITY OF CONTINUOUS BOND BEAMS ACTING AS LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS <\/td>\n<\/tr>\n
182<\/td>\nTABLE R609.6.2.1(2) MAXIMUM CLEAR SPAN OF CONTINUOUS BOND BEAMS ACTING AS LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS\u2014WOOD FLOOR SYSTEM <\/td>\n<\/tr>\n
183<\/td>\nTABLE R609.6.2.1(3) MAXIMUM CLEAR SPAN OF CONTINUOUS BOND BEAMS ACTING LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS\u2014HOLLOW CORE SECOND FLOOR <\/td>\n<\/tr>\n
184<\/td>\nTABLE R609.6.3.2(1) COMBINED BOND BEAM\/LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS <\/td>\n<\/tr>\n
185<\/td>\nTABLE R609.6.3.2(2) COMBINED BOND BEAM\/LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS\u2014WOOD FLOOR SYSTEM <\/td>\n<\/tr>\n
186<\/td>\nTABLE R609.6.3.2(3) COMBINED BOND BEAM\/LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS\u2014HOLLOWCORE FLOOR SYSTEM <\/td>\n<\/tr>\n
187<\/td>\nFIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE
FIGURE R611.3(1) FLAT WALL SYSTEM <\/td>\n<\/tr>\n
188<\/td>\nTABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLS
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
190<\/td>\nTABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
191<\/td>\nFIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
192<\/td>\nTABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
194<\/td>\nFIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE
FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY <\/td>\n<\/tr>\n
195<\/td>\nFIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY
FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON GROUND FOOTING <\/td>\n<\/tr>\n
196<\/td>\nTABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS
EQUATION R611.1 <\/td>\n<\/tr>\n
197<\/td>\nTABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
198<\/td>\nTABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
199<\/td>\nTABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
200<\/td>\nTABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY <\/td>\n<\/tr>\n
201<\/td>\nTABLE R611.7(1A)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY <\/td>\n<\/tr>\n
202<\/td>\nTABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n
203<\/td>\nTABLE R611.7(1B)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n
204<\/td>\nTABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
205<\/td>\nTABLE R611.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n
206<\/td>\nFIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
207<\/td>\nFIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
208<\/td>\nTABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
209<\/td>\nTABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
210<\/td>\nTABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
211<\/td>\nEQUATION R611-2 <\/td>\n<\/tr>\n
212<\/td>\nFIGURE R611.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
213<\/td>\nFIGURE R611.8(2) LINTEL FOR FLAT WALLS
FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
214<\/td>\nFIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
215<\/td>\nTABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
216<\/td>\nTABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
217<\/td>\nTABLE R611.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
218<\/td>\nTABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
219<\/td>\nTABLE R611.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
220<\/td>\nTABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
221<\/td>\nTABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
222<\/td>\nTABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS a, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
223<\/td>\nTABLE R611.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
224<\/td>\nTABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
225<\/td>\nTABLE R611.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
226<\/td>\nTABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
227<\/td>\nTABLE R611.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
228<\/td>\nTABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
229<\/td>\nTABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
230<\/td>\nTABLE R611.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, hROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
232<\/td>\nFIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
233<\/td>\nTABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
234<\/td>\nFIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
235<\/td>\nTABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
236<\/td>\nFIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
237<\/td>\nTABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
238<\/td>\nFIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
239<\/td>\nTABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
240<\/td>\nFIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
241<\/td>\nTABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
242<\/td>\nFIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
243<\/td>\nTABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa <\/td>\n<\/tr>\n
244<\/td>\nFIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
245<\/td>\nTABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
246<\/td>\nFIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
247<\/td>\nTABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
248<\/td>\nFIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
249<\/td>\nTABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
250<\/td>\nFIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
251<\/td>\nTABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
252<\/td>\nFIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
253<\/td>\nTABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
255<\/td>\nTABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
256<\/td>\nSECTION R612 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
257<\/td>\nTABLE R612.8 MINIMUM TEST SIZES, INCLUDING FRAMING <\/td>\n<\/tr>\n
260<\/td>\nSECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
TABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS <\/td>\n<\/tr>\n
261<\/td>\nFIGURE R613.4 SIP WALL PANEL <\/td>\n<\/tr>\n
262<\/td>\nTABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches)
TABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches) <\/td>\n<\/tr>\n
263<\/td>\nFIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
264<\/td>\nFIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
265<\/td>\nFIGURE R613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only)
FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
266<\/td>\nFIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS <\/td>\n<\/tr>\n
267<\/td>\nFIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 117\/8 INCH DEEP SIP HEADERS (feet) <\/td>\n<\/tr>\n
268<\/td>\nSECTION R614 COMBINED CONCRETE, MASONRY, OR ICF AND WOOD EXTERIOR WALL CONSTRUCTION
SECTION R615 IMPACT-RESISTANT COVERINGS <\/td>\n<\/tr>\n
269<\/td>\nFIGURE R614.3(1) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL CONNECTION FOR GYPSUM BOARD CEILING DIAPHRAGM
FIGURE R614.3(2) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL FOR GYPSUM BOARD CEILING DIAPHRAGM <\/td>\n<\/tr>\n
270<\/td>\nSECTION R616 SOFFIT <\/td>\n<\/tr>\n
272<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
TABLE R702.1(1) THICKNESS OF PLASTER
TABLE R702.1(2) GYPSUM PLASTER PROPORTIONS <\/td>\n<\/tr>\n
273<\/td>\nTABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
274<\/td>\nSECTION R702 INTERIOR COVERING <\/td>\n<\/tr>\n
275<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
277<\/td>\nTABLE R703.3.3(1) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING ATTACHMENT EXPOSURE CATEGORY B <\/td>\n<\/tr>\n
278<\/td>\nTABLE R703.3.3(2) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING ATTACHMENT EXPOSURE CATEGORY C <\/td>\n<\/tr>\n
279<\/td>\nTABLE R703.3.3(3) SPECIFIC GRAVITIES OF SOLID SAWN LUMBER <\/td>\n<\/tr>\n
280<\/td>\nTABLE R703.3.4(1) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING MINIMUM THICKNESS EXPOSURE CATEGORY B
TABLE R703.3.4(2) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING MINIMUM THICKNESS EXPOSURE CATEGORY C <\/td>\n<\/tr>\n
281<\/td>\nTABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
282<\/td>\nTABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches) <\/td>\n<\/tr>\n
283<\/td>\nFIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
284<\/td>\nFIGURE R703.7\u2014 continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
285<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
286<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
287<\/td>\nTABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
FIGURE R703.7.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
290<\/td>\nTABLE R703.13 MINIMUM THICKNESS OF WEATHER COVERINGS
SECTION R704 INSPECTION FOR TERMITES <\/td>\n<\/tr>\n
292<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
295<\/td>\nTABLE R802.1.9 WIND UPLIFT FORCES <\/td>\n<\/tr>\n
296<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING <\/td>\n<\/tr>\n
297<\/td>\nFIGURE R803.2.3.1 ROOF SHEATHING NAILING ZONES
SECTION R804 STEEL ROOF FRAMING RESERVED
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
298<\/td>\nTABLE R806.4 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
300<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
TABLE R903.2.1 METAL FLASHING MATERIAL <\/td>\n<\/tr>\n
301<\/td>\nSECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
302<\/td>\nTABLE R905.2.6.1 WIND RESISTANCE OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
304<\/td>\nTABLE 905.4.4 METAL ROOF COVERINGS <\/td>\n<\/tr>\n
305<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
306<\/td>\nTABLE R905.7.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
307<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
308<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
309<\/td>\nTABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
310<\/td>\nSECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
312<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
313<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
314<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
315<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
316<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
317<\/td>\nTABLE R1003.14(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZES <\/td>\n<\/tr>\n
318<\/td>\nTABLE R1003.14(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
319<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
320<\/td>\nTABLE R1003.20 CRICKET DIMENSIONS
FIGURE R1003.20 CHIMNEY CRICKET
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
321<\/td>\nSECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
322<\/td>\nPART IV – ENERGY CONSERVATION
CHAPTER 11 ENERGY EFFICIENCY
SECTION N1101 GENERAL <\/td>\n<\/tr>\n
324<\/td>\nPART V – MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
326<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
328<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
SECTION M1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
329<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
330<\/td>\nFIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
331<\/td>\nSECTION M1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
332<\/td>\nCHAPTER 14 HEATING AND COOLING EQUIPMENT
SECTION M1401 GENERAL
SECTION M1402 CENTRAL FURNACES
SECTION M1403 HEAT PUMP EQUIPMENT
SECTION M1404 REFRIGERATION COOLING EQUIPMENT
SECTION M1405 BASEBOARD CONVECTORS
SECTION M1406 RADIANT HEATING SYSTEMS <\/td>\n<\/tr>\n
333<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES <\/td>\n<\/tr>\n
334<\/td>\nSECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
335<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION 1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS <\/td>\n<\/tr>\n
336<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
337<\/td>\nSECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS
SECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS
SECTION M1507 MECHANICAL VENTILATION <\/td>\n<\/tr>\n
338<\/td>\nTABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
340<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION
TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLINGa <\/td>\n<\/tr>\n
341<\/td>\nTABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS <\/td>\n<\/tr>\n
343<\/td>\nTABLE M1601.4 DUCT SYSTEM CONSTRUCTION AND SEALING <\/td>\n<\/tr>\n
344<\/td>\nTABLE M1601.4\u2014continued DUCT SYSTEM CONSTRUCTION AND SEALING <\/td>\n<\/tr>\n
345<\/td>\nTABLE M1601.4\u2014continued DUCT SYSTEM CONSTRUCTION AND SEALING <\/td>\n<\/tr>\n
347<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
348<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL <\/td>\n<\/tr>\n
350<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS <\/td>\n<\/tr>\n
351<\/td>\nSECTION M1803 CHIMNEY AND VENT CONNECTORS
TABLE M1803.2 THICKNESS FOR SINGLE-WALL METAL PIPE CONNECTORS
TABLE M1803.3.4 CHIMNEY AND VENT CONNECTOR CLEARANCES TO COMBUSTIBLE MATERIALS <\/td>\n<\/tr>\n
352<\/td>\nSECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
354<\/td>\nCHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT
SECTION M1901 RANGES AND OVENS
SECTION M1902 SAUNA HEATERS
SECTION M1903 STATIONARY FUEL CELL POWER PLANTS
SECTION M1904 GASEOUS HYDROGEN SYSTEMS <\/td>\n<\/tr>\n
356<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS
SECTION M2004 WATER HEATERS USED FOR SPACE HEATING
SECTION M2005 WATER HEATERS <\/td>\n<\/tr>\n
357<\/td>\nTABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2006 POOL HEATERS <\/td>\n<\/tr>\n
358<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n
359<\/td>\nTABLE M2101.1 HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
360<\/td>\nTABLE M2101.9 HANGER SPACING INTERVALS
SECTION M2104 LOW TEMPERATURE PIPING <\/td>\n<\/tr>\n
361<\/td>\nSECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
362<\/td>\nCHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION M2201 OIL TANKS
SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
SECTION M2203 INSTALLATION <\/td>\n<\/tr>\n
363<\/td>\nSECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
364<\/td>\nCHAPTER 23 SOLAR SYSTEMS
SECTION M2301 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
366<\/td>\nPART VI – FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 (201) GENERAL
SECTION G2403 (202) GENERAL DEFINITIONS <\/td>\n<\/tr>\n
372<\/td>\nSECTION G2404 (301) GENERAL <\/td>\n<\/tr>\n
373<\/td>\nSECTION G2405 (302) STRUCTURAL SAFETY
SECTION G2406 (303) APPLIANCE LOCATION
SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR <\/td>\n<\/tr>\n
374<\/td>\nFIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING
EQUATION 24-1
FIGURE G2407.6.2 (304.6.2 )SINGLE COMBUSTION AIR OPENING,ALL AIR FROM OUTDOORS (see Section G2407.6.2)
EQUATION 24-2 <\/td>\n<\/tr>\n
375<\/td>\nFIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOOR-INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC
FIGURE G2407.6.1(2) [304.6.1(2)] ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC <\/td>\n<\/tr>\n
376<\/td>\nFIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS <\/td>\n<\/tr>\n
377<\/td>\nSECTION G2408 (305) INSTALLATION <\/td>\n<\/tr>\n
378<\/td>\nFIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
379<\/td>\nFIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
SECTION G2409 (308) CLEARANCE REDUCTION <\/td>\n<\/tr>\n
380<\/td>\nTABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
381<\/td>\nSECTION G2410 (309) ELECTRICAL
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GENERAL <\/td>\n<\/tr>\n
382<\/td>\nSECTION G2413 (402) PIPE SIZING
TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES <\/td>\n<\/tr>\n
383<\/td>\nTABLE G2413.4 (1) [402.4(2)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
384<\/td>\nTABLE G2413.4(2) [402.4(3)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
385<\/td>\nTABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
386<\/td>\nTABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
387<\/td>\nTABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
388<\/td>\nTABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
389<\/td>\nTABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
390<\/td>\nTABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
391<\/td>\nTABLE G2413.4(9) [402.4(23)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
392<\/td>\nTABLE G2413.4(10) [402.4(24)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
393<\/td>\nTABLE G2413.4 (11) [402.4(25)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
394<\/td>\nTABLE G2413.4(12) [402.4(26)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
395<\/td>\nTABLE G2413.4(13) [402.4(27)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
396<\/td>\nTABLE G2413.4(14) [402.4(28)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
397<\/td>\nTABLE G2413.4(15) [402.4(29)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
398<\/td>\nTABLE G2413.4(16) [402.4(30)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
399<\/td>\nTABLE G2413.4(17) [402.4(31)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
400<\/td>\nTABLE G2413.4(18) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
401<\/td>\nTABLE G2413.4(19) [402.4(33)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
402<\/td>\nTABLE G2413.4(20) [402.4(34)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
403<\/td>\nTABLE G2413.4(21) [402.4(35)] POLYETHYLENE PLASTIC TUBING
EQUATION 24-3
EQUATION 24-4
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS <\/td>\n<\/tr>\n
404<\/td>\nSECTION G2414 (403) PIPING MATERIALS <\/td>\n<\/tr>\n
405<\/td>\nTABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE
SECTION G2415 (404) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
407<\/td>\nSECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION <\/td>\n<\/tr>\n
408<\/td>\nSECTION G2417 (406) INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
409<\/td>\nSECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING
TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS <\/td>\n<\/tr>\n
410<\/td>\nSECTION G2420 (409) GAS SHUTOFF VALVES
SECTION G2421 (410) FLOW CONTROLS <\/td>\n<\/tr>\n
411<\/td>\nSECTION G2422 (411) APPLIANCE CONNECTIONS
SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS <\/td>\n<\/tr>\n
412<\/td>\nSECTION G2424 (415) PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING
SECTION G2425 (501) GENERAL <\/td>\n<\/tr>\n
413<\/td>\nSECTION G2426 (502) VENTS <\/td>\n<\/tr>\n
414<\/td>\nSECTION G2427 (503) VENTING OF APPLIANCES
TABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
415<\/td>\nFIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
417<\/td>\nFIGURE G2427.6.3 (503.6.4) GAS VENT TERMINATION LOCATIONS FOR LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL <\/td>\n<\/tr>\n
420<\/td>\nTABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
421<\/td>\nTABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
423<\/td>\nTABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
424<\/td>\nTABLE G2428.2(1) [504.2(1)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
425<\/td>\nTABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
426<\/td>\nTABLE G2428.2(2) [504.2(2)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
427<\/td>\nSECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
428<\/td>\nTABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
429<\/td>\nTABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
430<\/td>\nTABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
431<\/td>\nTABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
432<\/td>\nTABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
435<\/td>\nSECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION\/EXHAUSTHOOD VENTING
SECTION G2430 (506) FACTORY-BUILT CHIMNEYS
SECTION G2431 (601) GENERAL
SECTION G2432 (602) DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
SECTION G2433 (603) LOG LIGHTERS
SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS
SECTION G2436 (608) VENTED WALL FURNACES <\/td>\n<\/tr>\n
436<\/td>\nSECTION G2437 (609) FLOOR FURNACES
SECTION G2438 (613) CLOTHES DRYERS
SECTION G2439 (614) CLOTHES DRYER EXHAUST
TABLE G2439.5.5.1 (TABLE 614.6.5.1) DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
437<\/td>\nSECTION G2440 (615) SAUNA HEATERS <\/td>\n<\/tr>\n
438<\/td>\nSECTION G2441 (617) POOL AND SPA HEATERS
SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
439<\/td>\nSECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS
SECTION G2446 (622) VENTED ROOM HEATERS <\/td>\n<\/tr>\n
440<\/td>\nSECTION G2447 (623) COOKING APPLIANCES
TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES <\/td>\n<\/tr>\n
441<\/td>\nSECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR CONDITIONING APPLIANCES
SECTION G2450 (628) ILLUMINATING APPLIANCES
SECTION G2451 (630) INFRARED RADIANT HEATERS
SECTION G2452 (631) BOILERS
SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA <\/td>\n<\/tr>\n
442<\/td>\nPART VII – PLUMBING
CHAPTER 25 PLUMBING ADMINISTRATION
SECTION P2501 GENERAL
SECTION P2502 EXISTING PLUMBING SYSTEMS
SECTION P2503 INSPECTION AND TESTS <\/td>\n<\/tr>\n
444<\/td>\nCHAPTER 26 GENERAL PLUMBING REQUIREMENTS
SECTION P2601 GENERAL
SECTION P2602 INDIVIDUAL WATER SUPPLYAND SEWAGE DISPOSAL
SECTION P2603 STRUCTURAL AND PIPING PROTECTION <\/td>\n<\/tr>\n
445<\/td>\nSECTION P2604 TRENCHING AND BACKFILLING
FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS
SECTION P2605 SUPPORT <\/td>\n<\/tr>\n
446<\/td>\nTABLE P2605.1 PIPING SUPPORT
SECTION P2606 WATERPROOFING OF OPENINGS
SECTION P2607 WORKMANSHIP
SECTION P2608 MATERIALS EVALUATION AND LISTING <\/td>\n<\/tr>\n
447<\/td>\nTABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION <\/td>\n<\/tr>\n
448<\/td>\nCHAPTER 27 PLUMBING FIXTURES
SECTION P2701 FIXTURES, FAUCETS AND FIXTURE FITTINGS
SECTION P2702 FIXTURE ACCESSORIES
SECTION P2703 TAIL PIECES
SECTION P2704 ACCESS TO CONNECTIONS
SECTION P2705 INSTALLATION
SECTION P2706 WASTE RECEPTORS <\/td>\n<\/tr>\n
449<\/td>\nTABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
450<\/td>\nSECTION P2707 DIRECTIONAL FITTINGS
SECTION P2708 SHOWERS
SECTION P2709 SHOWER RECEPTORS <\/td>\n<\/tr>\n
451<\/td>\nSECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES
SECTION P2712 WATER CLOSETS <\/td>\n<\/tr>\n
452<\/td>\nSECTION P2713 BATHTUBS
SECTION P2714 SINKS
SECTION P2715 LAUNDRY TUBS
SECTION P2716 FOOD WASTE GRINDER
SECTION P2717 DISHWASHING MACHINES
SECTION P2718 CLOTHES WASHING MACHINE
SECTION P2719 FLOOR DRAINS
SECTION P2720 WHIRLPOOL BATHTUBS <\/td>\n<\/tr>\n
453<\/td>\nSECTION P2721 BIDET INSTALLATIONS
SECTION P2722 FIXTURE FITTING
SECTION P2723 MACERATING TOILET SYSTEMS
SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n
454<\/td>\nCHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL
SECTION P2802 WATER HEATERS USED FOR SPACE HEATING
SECTION P2803 RELIEF VALVES <\/td>\n<\/tr>\n
456<\/td>\nCHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
457<\/td>\nTABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
458<\/td>\nTABLE P2902.3.1 MINIMUM AIR GAPS <\/td>\n<\/tr>\n
459<\/td>\nSECTION P2903 WATER-SUPPLY SYSTEM
TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE
TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
TABLE P2903.2b MINIMUM WATER SERVICE SIZE <\/td>\n<\/tr>\n
460<\/td>\nTABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS <\/td>\n<\/tr>\n
461<\/td>\nTABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
TABLE P2903.8.1 MANIFOLD SIZING <\/td>\n<\/tr>\n
462<\/td>\nFIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE
SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
463<\/td>\nTABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
465<\/td>\nEQUATION 29-1 <\/td>\n<\/tr>\n
466<\/td>\nTABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS <\/td>\n<\/tr>\n
467<\/td>\nTABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS
TABLE P2904.6.2(3) ELEVATION LOSS <\/td>\n<\/tr>\n
468<\/td>\nTABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
469<\/td>\nTABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
470<\/td>\nTABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
471<\/td>\nTABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
472<\/td>\nTABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING <\/td>\n<\/tr>\n
473<\/td>\nTABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING <\/td>\n<\/tr>\n
474<\/td>\nSECTION P2905 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
475<\/td>\nTABLE P2905.4 WATER SERVICE PIPE <\/td>\n<\/tr>\n
476<\/td>\nTABLE P2905.5 WATER DISTRIBUTION PIPE
TABLE P2905.6 PIPE FITTINGS <\/td>\n<\/tr>\n
477<\/td>\nSECTION P2906 CHANGES IN DIRECTION
SECTION P2907 SUPPORT <\/td>\n<\/tr>\n
478<\/td>\nSECTION P2908 DRINKING WATER TREATMENT UNITS <\/td>\n<\/tr>\n
480<\/td>\nCHAPTER 30 SANITARY DRAINAGE
SECTION P3001 GENERAL
SECTION P3002 MATERIALS
SECTION P3003 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
481<\/td>\nTABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
482<\/td>\nTABLE P3002.2 BUILDING SEWER PIPE
TABLE P3002.3 PIPE FITTINGS <\/td>\n<\/tr>\n
485<\/td>\nSECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS
TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES <\/td>\n<\/tr>\n
486<\/td>\nSECTION P3005 DRAINAGE SYSTEM
TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
487<\/td>\nTABLE P3005.4.1 MAXIMUM FIXTURE UNITS ALLOWED TO BE CONNECTED TO BRANCHES AND STACKS
TABLE P3005.4.2 MAXIMUM NUMBER OF FIXTURE UNITS ALLOWED TO BE CONNECTED TO THE BUILDING DRAIN, BUILDING DRAIN BRANCHES OR THE BUILDING SEWER <\/td>\n<\/tr>\n
488<\/td>\nSECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS <\/td>\n<\/tr>\n
489<\/td>\nTABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION P3008 BACKWATER VALVES <\/td>\n<\/tr>\n
490<\/td>\nCHAPTER 31 VENTS
SECTION P3101 VENT SYSTEMS
SECTION P3102 VENT STACKS AND STACK VENTS
SECTION P3103 VENT TERMINALS
SECTION P3104 VENT CONNECTIONS AND GRADES <\/td>\n<\/tr>\n
491<\/td>\nSECTION P3105 FIXTURE VENTS
TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
SECTION P3106 INDIVIDUAL VENT
SECTION P3107 COMMON VENT
TABLE P3107.3 COMMON VENT SIZES
SECTION P3108 WET VENTING <\/td>\n<\/tr>\n
492<\/td>\nTABLE P3108.3 WET VENT SIZE
SECTION P3109 WASTE STACK VENT
TABLE P3109.4 WASTE STACK VENT SIZE
SECTION P3110 CIRCUIT VENTING
SECTION P3111 COMBINATION WASTE AND VENT SYSTEM <\/td>\n<\/tr>\n
493<\/td>\nTABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE
SECTION P3112 ISLAND FIXTURE VENTING
SECTION P3113 VENT PIPE SIZING
SECTION P3114 AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
494<\/td>\nTABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS <\/td>\n<\/tr>\n
496<\/td>\nCHAPTER 32 TRAPS
SECTION P3201 FIXTURE TRAPS
TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES <\/td>\n<\/tr>\n
498<\/td>\nCHAPTER 33 STORM DRAINAGE
SECTION P3301 GENERAL
SECTION P3302 SUBSOIL DRAINS
TABLE P3302.1 SUBSOIL DRAIN PIPE
SECTION P3303 SUMPS AND PUMPING SYSTEMS <\/td>\n<\/tr>\n
500<\/td>\nPART VIII – ELECTRICAL
CHAPTER 34 GENERAL REQUIREMENTS
SECTION E3401 GENERAL
SECTION E3402 BUILDING STRUCTURE PROTECTION
SECTION E3403 CROSS REFERENCES
TABLE E3403 CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
501<\/td>\nTABLE E3303\u2014continued FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
502<\/td>\nTABLE E3403\u2014continued FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
503<\/td>\nTABLE E3403\u2014continued FLORIDA BUILDING CODE <\/td>\n<\/tr>\n
504<\/td>\nSECTION E3404 GENERAL EQUIPMENT REQUIREMENTS RESERVED
SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES RESERVED
SECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS RESERVED
SECTIONS E3407 CONDUCTOR AND TERMINAL IDENTIFICATION RESERVED <\/td>\n<\/tr>\n
506<\/td>\nCHAPTER 35 ELECTRICAL DEFINITIONS RESERVED <\/td>\n<\/tr>\n
508<\/td>\nCHAPTER 36 SERVICES RESERVED <\/td>\n<\/tr>\n
510<\/td>\nCHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS RESERVED <\/td>\n<\/tr>\n
512<\/td>\nCHAPTER 38 WIRING METHODS RESERVED <\/td>\n<\/tr>\n
514<\/td>\nCHAPTER 39 POWER AND LIGHTING DISTRIBUTION RESERVED <\/td>\n<\/tr>\n
516<\/td>\nCHAPTER 40 DEVICES AND LUMINAIRES RESERVED <\/td>\n<\/tr>\n
518<\/td>\nCHAPTER 41 SWIMMING POOLS
SECTION R4101 PRIVATE SWIMMING POOLS <\/td>\n<\/tr>\n
526<\/td>\nCHAPTER 42 SWIMMING POOLS RESERVED (See Chapter 41) <\/td>\n<\/tr>\n
528<\/td>\nPART IX – REFERENCED STANDARDS
CHAPTER 43 REFERENCED STANDARDS
AA
AAF
AAMA <\/td>\n<\/tr>\n
529<\/td>\nACCA
ACI
ADC <\/td>\n<\/tr>\n
530<\/td>\nAFPA
AHA
AISC
AISI <\/td>\n<\/tr>\n
531<\/td>\nAITC
ANSI <\/td>\n<\/tr>\n
532<\/td>\nAPA <\/td>\n<\/tr>\n
533<\/td>\nAPSP
ASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
535<\/td>\nASSE
ASTM <\/td>\n<\/tr>\n
545<\/td>\nAWPA
AWS
AWWA
CGSB <\/td>\n<\/tr>\n
546<\/td>\nCISPI
CPA
CPSC
CSA <\/td>\n<\/tr>\n
547<\/td>\nCSSB
DASMA <\/td>\n<\/tr>\n
548<\/td>\nDHS\/FEMA
DOC\/NIST
DOL\/OSHA
DOT
FLORIDA CODES <\/td>\n<\/tr>\n
550<\/td>\nFM
FRSA
FS
GA
HPVA <\/td>\n<\/tr>\n
551<\/td>\nICC
ISO
MAF
MSS
NAAMM
NAIMA <\/td>\n<\/tr>\n
552<\/td>\nNCMA
NFPA
NRCA
NSF <\/td>\n<\/tr>\n
553<\/td>\nPCA
RMI\/SMA
RCSC
SDI <\/td>\n<\/tr>\n
554<\/td>\nSDI
SJI
SMACNA
SPRI
SSPC
STI <\/td>\n<\/tr>\n
555<\/td>\nTECO
TMS
TPI
UL <\/td>\n<\/tr>\n
556<\/td>\nULC
WDMA <\/td>\n<\/tr>\n
557<\/td>\nWPPC
WQA <\/td>\n<\/tr>\n
558<\/td>\nCHAPTER 44 HIGH-VELOCITY HURRICANE ZONES
SECTION R4401 HIGH-VELOCITY HURRICANE ZONES \u2014EXTERIOR WALL COVERING
SECTION R4402 HIGH-VELOCITY HURRICANE ZONES \u2014 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
559<\/td>\nSECTION R4402.2 HIGH-VELOCITY HURRICANE ZONES \u2014DEFINITIONS <\/td>\n<\/tr>\n
561<\/td>\nSECTION R4402.3 HIGH-VELOCITY HURRICANE ZONES \u2014WEATHER PROTECTION <\/td>\n<\/tr>\n
562<\/td>\nSECTION R4402.4 HIGH-VELOCITY HURRICANE ZONES \u2014PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
563<\/td>\nTABLE R4402.4.2 MINIMUM SLOPE
SECTION R4402.5 HIGH-VELOCITY HURRICANE ZONES \u2014FIRE CLASSIFICATION <\/td>\n<\/tr>\n
564<\/td>\nSECTION R4402.6 HIGH-VELOCITY HURRICANE ZONES \u2014MATERIALS
SECTION R4402.7 HIGH-VELOCITY HURRICANE ZONES \u2014ROOF COVERINGS WITH SLOPES 2:12 OR GREATER <\/td>\n<\/tr>\n
567<\/td>\nSECTION R4402.8 HIGH-VELOCITY HURRICANE ZONES \u2014 ROOF COVERINGS WITH SLOPES LESS THAN 2:12
TABLE R4402.8.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA
TABLE R4402.8.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA <\/td>\n<\/tr>\n
569<\/td>\nSECTION R4402.9 HIGH-VELOCITY HURRICANE ZONES \u2014ROOF INSULATION <\/td>\n<\/tr>\n
570<\/td>\nSECTION R4402.10 HIGH-VELOCITY HURRICANE ZONES \u2014REROOFING <\/td>\n<\/tr>\n
571<\/td>\nSECTION R4402.11 HIGH-VELOCITY HURRICANE ZONES \u2014 ROOFTOP STRUCTURES AND COMPONENTS <\/td>\n<\/tr>\n
572<\/td>\nTABLE R4402.11.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
SECTION R4402.12 HIGH-VELOCITY HURRICANE ZONES \u2014 TESTING <\/td>\n<\/tr>\n
575<\/td>\nSECTION R4402.13 HIGH-VELOCITY HURRICANE ZONES\u2014REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS <\/td>\n<\/tr>\n
577<\/td>\nSECTION R4402.14 HIGH-VELOCITY HURRICANE ZONES-UNIFORM PERMIT APPLICATION <\/td>\n<\/tr>\n
582<\/td>\nSECTION R4403 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL
SECTION R4403.2 HIGH-VELOCITY HURRICANE ZONES\u2014DEFLECTION
SECTION R4403.3 HIGH-VELOCITY HURRICANE ZONES\u2014VOLUME CHANGES
SECTION R4403.4 HIGH-VELOCITY HURRICANE ZONES\u2014MINIMUM LOADS <\/td>\n<\/tr>\n
583<\/td>\nSECTION R4403.5 HIGH-VELOCITY HURRICANE ZONES \u2014ROOF LIVE LOADS
SECTION R4403.6 HIGH-VELOCITY HURRICANE ZONES \u2014ROOF DRAINAGE
FIGURE R4403.6.3 REQUIRED AREA OF OVERFLOW SCUPPERS
SECTION R4403.7 HIGH-VELOCITY HURRICANE ZONES \u2014SPECIAL LOAD CONSIDERATIONS <\/td>\n<\/tr>\n
585<\/td>\nSECTION R4403.8 HIGH-VELOCITY HURRICANE ZONES \u2014 LIVE LOAD REDUCTIONS
SECTION R4403.9 HIGH-VELOCITY HURRICANE ZONES \u2014WIND LOADS
SECTION R4403.10 HIGH VELOCITY HURRICANE ZONES \u2014OVERTURNING MOMENT AND UPLIFT <\/td>\n<\/tr>\n
586<\/td>\nSECTION R4403.11 HIGH VELOCITY HURRICANE ZONES \u2014SUNROOMS
SECTION R4403.12 HIGH-VELOCITY HURRICANE ZONES \u2014 SCREEN ENCLOSURES
SECTION R4403.13 HIGH VELOCITY HURRICANE ZONES\u2014FLOOD RESISTANCE
SECTION R4403.14 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION DESIGN <\/td>\n<\/tr>\n
587<\/td>\nSECTION R4403.15 HIGH-VELOCITY HURRICANE ZONES\u2014LOAD TESTS
TABLE R4403.15.4 FATIGUE LOADING SEQUENCE
SECTION R4403.16 HIGH-VELOCITY HURRICANE ZONES\u2014IMPACT TESTS FOR WIND-BORNE DEBRIS <\/td>\n<\/tr>\n
589<\/td>\nTABLE R4403.16 CYCLIC WIND PRESSURE LOADING <\/td>\n<\/tr>\n
590<\/td>\nSECTION R4404 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATIONS AND RETAINING WALLS
SECTION R4404.2 HIGH-VELOCITY HURRICANE ZONES\u2014BEARING CAPACITY OF SOIL
SECTION R4404.3 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL BEARING FOUNDATIONS <\/td>\n<\/tr>\n
592<\/td>\nTABLE R4404.3.6 ALLOWABLE LATERAL PRESSURE
SECTION R4404.4 HIGH-VELOCITY HURRICANE ZONES \u2014CONCRETE SLABS ON FILL <\/td>\n<\/tr>\n
593<\/td>\nSECTION R4404.5 HIGH-VELOCITY HURRICANE ZONES \u2014MONOLITHIC FOOTINGS <\/td>\n<\/tr>\n
594<\/td>\nSECTION R4404.6 HIGH-VELOCITY HURRICANE ZONES\u2014PILE FOUNDATIONS <\/td>\n<\/tr>\n
595<\/td>\nTABLE R4404.7 <\/td>\n<\/tr>\n
596<\/td>\nSECTION R4404.7 HIGH-VELOCITY HURRICANE ZONES \u2014WOOD PILES
SECTION R4404.8 HIGH-VELOCITY HURRICANE ZONES \u2014PRECAST CONCRETE PILES
TABLE R4404.8 <\/td>\n<\/tr>\n
597<\/td>\nSECTION R4404.9 HIGH-VELOCITY HURRICANE ZONES\u2014PRESTRESSED PRECAST CONCRETE PILES
SECTION R4404.10 HIGH-VELOCITY HURRICANE ZONES\u2014CAST-IN-PLACE
SECTION R4404.11 HIGH-VELOCITY HURRICANE ZONES\u2014ROLLED STRUCTURAL SHAPES <\/td>\n<\/tr>\n
598<\/td>\nSECTION R4404.12 HIGH-VELOCITY HURRICANE ZONES\u2014SPECIAL PILES OR SPECIAL CONDITIONS
SECTION R4404.13 HIGH-VELOCITY HURRICANE ZONES\u2014LOAD TESTS ON PILES
SECTION R4404.14 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION WALLS AND GRADE BEAMS
SECTION R4404.15 HIGH-VELOCITY HURRICANE ZONES\u2014GRADES UNDER BUILDINGS <\/td>\n<\/tr>\n
599<\/td>\nSECTION R4404.16 HIGH-VELOCITY HURRICANE ZONES\u2014RETAINING WALLS
SECTION R4404.17 HIGH-VELOCITY HURRICANE ZONES\u2014SEAWALLS AND BULKHEADS
SECTION R4404.18 HIGH-VELOCITY HURRICANE ZONES \u2014SOIL IMPROVEMENT <\/td>\n<\/tr>\n
600<\/td>\nSECTION R4405 HIGH-VELOCITY HURRICANE ZONES\u2014CONCRETE
SECTION R4405.2 HIGH-VELOCITY HURRICANE ZONES\u2014STANDARDS
SECTION R4405.3 HIGH-VELOCITY HURRICANE ZONES\u2014DEFINITIONS
SECTION R4405.4 HIGH-VELOCITY HURRICANE ZONES\u2014MATERIALS <\/td>\n<\/tr>\n
602<\/td>\nSECTION R4405.5 HIGH VELOCITY HURRICANE ZONES\u2014CONCRETE QUALITY <\/td>\n<\/tr>\n
603<\/td>\nSECTION R4405.6 HIGH-VELOCITY HURRICANE ZONES\u2014MIXING AND PLACING CONCRETE <\/td>\n<\/tr>\n
604<\/td>\nSECTION R4405.7 HIGH-VELOCITY HURRICANE ZONES\u2014FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
605<\/td>\nSECTION R4405.8 HIGH-VELOCITY HURRICANE ZONES\u2014DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
607<\/td>\nSECTION R4405.9 HIGH-VELOCITY HURRICANE ZONES\u2014PRECAST CONCRETE UNITS <\/td>\n<\/tr>\n
608<\/td>\nSECTION R4405.10 HIGH-VELOCITY HURRICANE ZONES\u2014PRESTRESSED CONCRETE <\/td>\n<\/tr>\n
610<\/td>\nSECTION R4405.11 HIGH-VELOCITY HURRICANE ZONES\u2014PNEUMATICALLY PLACED CONCRETE (SHOTCRETE) <\/td>\n<\/tr>\n
611<\/td>\nSECTION R4405.12 HIGH-VELOCITY HURRICANE ZONES\u2014LIGHTWEIGHT INSULATING CONCRETE FILL <\/td>\n<\/tr>\n
612<\/td>\nSECTION 4406 HIGH-VELOCITY HURRICANE ZONES\u2014LIGHT METAL ALLOYS <\/td>\n<\/tr>\n
614<\/td>\nSECTION 4407 HIGH-VELOCITY HURRICANE ZONES\u2014MASONRY
SECTION R4407.2 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY, TESTS, AND APPROVALS <\/td>\n<\/tr>\n
616<\/td>\nSECTION R4407.3 HIGH-VELOCITY HURRICANE ZONES\u2014ALLOWABLE UNIT STRESSES IN UNIT MASONRY
SECTION R4407.4 HIGH-VELOCITY HURRICANE ZONES\u2014CONSTRUCTION DETAILS <\/td>\n<\/tr>\n
621<\/td>\nSECTION R4407.5 HIGH-VELOCITY HURRICANE ZONES\u2014REINFORCED UNIT MASONRY <\/td>\n<\/tr>\n
622<\/td>\nSECTION R4408 HIGH-VELOCITY HURRICANE ZONES\u2014STEEL <\/td>\n<\/tr>\n
624<\/td>\nSECTION R4408.2 HIGH-VELOCITY HURRICANE ZONES\u2014MATERIAL
SECTION R4408.3 HIGH-VELOCITY HURRICANE ZONES\u2014DESIGN LOADS
SECTION R4408.4 HIGH-VELOCITY HURRICANE ZONES\u2014MINIMUM THICKNESS OF MATERIAL
SECTION R4408.5 HIGH-VELOCITY HURRICANE ZONES\u2014CONNECTIONS
SECTION R4408.6 HIGH-VELOCITY HURRICANE ZONES\u2014TUBULAR COLUMNS
SECTION R4408.7 HIGH-VELOCITY HURRICANE ZONES\u2014PROTECTION OF METAL <\/td>\n<\/tr>\n
625<\/td>\nSECTION R4408.8 HIGH-VELOCITY HURRICANE ZONES\u2014OPEN WEB STEEL JOISTS <\/td>\n<\/tr>\n
626<\/td>\nSECTION R4408.9 HIGH VELOCITY HURRICANE ZONES\u2014COLD-FORMED STEEL CONSTRUCTION <\/td>\n<\/tr>\n
627<\/td>\nSECTION R4408.10 HIGH-VELOCITY HURRICANE ZONES\u2014PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS(PREENGINEERED STRUCTURES) <\/td>\n<\/tr>\n
628<\/td>\nTABLE R4408.11 CHAIN LINK FENCE MINIMUM REQUIREMENTS <\/td>\n<\/tr>\n
629<\/td>\nSECTION R4408.11 HIGH-VELOCITY HURRICANE ZONES\u2014CHAIN LINK FENCES
SECTION R4409 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD <\/td>\n<\/tr>\n
631<\/td>\nSECTION R4409.2 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY <\/td>\n<\/tr>\n
632<\/td>\nTABLE R4409.2.4.2 MINIMUM GRADE REQUIREMENTS: BOARD GRADES
SECTION R4409.3 RESERVED
SECTION R4409.4 HIGH-VELOCITY HURRICANE ZONES\u2014UNIT STRESSES
SECTION R4409.5 HIGH-VELOCITY HURRICANE ZONES\u2014VERTICAL FRAMING <\/td>\n<\/tr>\n
634<\/td>\nSECTION R4409.6 HIGH-VELOCITY HURRICANE ZONES\u2014HORIZONTAL FRAMING <\/td>\n<\/tr>\n
639<\/td>\nSECTION R4409.7 HIGH-VELOCITY HURRICANE ZONES \u2014FIRESTOPS <\/td>\n<\/tr>\n
640<\/td>\nSECTION R4409.8 HIGH-VELOCITY HURRICANE ZONES\u2014ANCHORAGE
SECTION R4409.9 HIGH-VELOCITY HURRICANE ZONES\u2014SHEATHING <\/td>\n<\/tr>\n
641<\/td>\nTABLE R4409.9.1.6 PLYWOOD SUBFLOOR1
TABLE R4409.9.1.13 ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT1 (SINGLE FLOOR PANELS) <\/td>\n<\/tr>\n
642<\/td>\nTABLE R4409.9.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1 <\/td>\n<\/tr>\n
643<\/td>\nSECTION R4409.10 HIGH-VELOCITY HURRICANE ZONES\u2014FURRING
SECTION R4409.11 HIGH-VELOCITY HURRICANE ZONES\u2014CONNECTORS
SECTION R4409.12 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD SUPPORTING MASONRY <\/td>\n<\/tr>\n
644<\/td>\nSECTION R4409.13 HIGH-VELOCITY HURRICANE ZONES\u2014PROTECTION OF WOOD
TABLE R4409.13.1 NAIL CONNECTION FOR WOOD MEMBERS <\/td>\n<\/tr>\n
646<\/td>\nSECTION R4409.14 HIGH-VELOCITY HURRICANE ZONES\u2014FIRE-RETARDANT WOOD
SECTION R4409.15 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD FENCES <\/td>\n<\/tr>\n
647<\/td>\nSECTION R4409.16 HIGH-VELOCITY HURRICANE ZONES\u2014FIRE-RETARDANT-TREATED SHAKES ANDSHINGLES
SECTION R4409.17 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD BLOCKING
SECTION R4410 HIGH-VELOCITY HURRICANE ZONES\u2014GLASS AND GLAZING <\/td>\n<\/tr>\n
648<\/td>\nSECTION R4410.2 HIGH-VELOCITY HURRICANE ZONES\u2014WINDOWS, DOORS, GLASS AND GLAZING <\/td>\n<\/tr>\n
652<\/td>\nSECTION R4410.3 HIGH-VELOCITY HURRICANE ZONES\u2014GLASS VENEER
SECTION R4410.4 HIGH-VELOCITY HURRICANE ZONES\u2014STORM SHUTTERS\/EXTERNAL PROTECTIVE DEVICES <\/td>\n<\/tr>\n
653<\/td>\nSECTION R4410.5 HIGH-VELOCITY HURRICANE ZONES\u2014CURTAIN WALLS
SECTION R4410.6 HIGH-VELOCITY HURRICANE ZONES\u2014STRUCTURAL GLAZING SYSTEMS <\/td>\n<\/tr>\n
654<\/td>\nSECTION R4411 HIGH-VELOCITY HURRICANE ZONES \u2014GYPSUM BOARD AND PLASTER <\/td>\n<\/tr>\n
655<\/td>\nTABLE R4411.1.3.2 WEIGHTS OF METAL AND WIRE LATH <\/td>\n<\/tr>\n
656<\/td>\nTABLE R4411.1.5.2 SPANS AND SPACING OF MAIN RUNNERS
TABLE R4411.1.5.3 SIZES OF CROSS FURRING IN SUSPENDED AND FURRED CEILINGS
TABLE R4411.1.5.4 HANGERS SUPPORTING SUSPENDED CEILINGS
SECTION R4411.2 HIGH VELOCITY HURRICANE ZONES\u2013PLASTER
TABLE R4411.2.1.5 REQUIRED THICKNESS OF INTERIOR PLASTER <\/td>\n<\/tr>\n
657<\/td>\nTABLE R4411.2.3.1.1 GYPSUM AND HARDWALL PLASTER <\/td>\n<\/tr>\n
658<\/td>\nSECTION R4411.3 HIGH-VELOCITY HURRICANE ZONES \u2014 STUCCO <\/td>\n<\/tr>\n
659<\/td>\nSECTION R4411.4 HIGH-VELOCITY HURRICANE ZONES\u2014GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS <\/td>\n<\/tr>\n
660<\/td>\nSECTION R4411.5 HIGH-VELOCITY HURRICANE ZONES\u2014SUSPENDED AND FURRED CEILINGS
SECTION R4411.6 HIGH-VELOCITY HURRICANE ZONES\u2014ASBESTOS
SECTION R4411.7 HIGH-VELOCITY HURRICANE ZONES\u2014TILE <\/td>\n<\/tr>\n
661<\/td>\nSECTION R4412 HIGH-VELOCITY HURRICANE ZONES\u2014PLASTICS <\/td>\n<\/tr>\n
663<\/td>\nTABLE R4412.1.4.3.1.3 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR PLASTIC WALL PANELS IN NONFIRE-RATED WALLS <\/td>\n<\/tr>\n
664<\/td>\nTABLE R4412.1.4.4.4 AREA LIMITATIONS FOR ROOF PANELS <\/td>\n<\/tr>\n
665<\/td>\nSECTION R4413 HIGH-VELOCITY HURRICANE ZONES\u2014STORM DRAINAGE <\/td>\n<\/tr>\n
666<\/td>\nTABLE R4413.1.6 FITTINGS FOR CHANGE IN DIRECTION
SECTION R4413.2 HIGH VELOCITY HURRICANE ZONES\u2014MATERIALS
TABLE R4413.2.2 ABOVE-GROUND DRAINAGE AND VENT PIPE
TABLE R4413.2.3 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
667<\/td>\nTABLE R4413.2.4 BUILDING STORM SEWER PIPE
TABLE R4413.2.5 SUBSOIL DRAIN PIPE
TABLE R4413.2.7 PIPE FITTINGS
SECTION R4413.3 RESERVED
SECTION R4413.4 HIGH-VELOCITY HURRICANE ZONES\u2014CONDUCTORS AND CONNECTIONS
SECTION R4413.5 HIGH-VELOCITY HURRICANE ZONES\u2014ROOF DRAINS <\/td>\n<\/tr>\n
668<\/td>\nSECTION R4413.6 HIGH VELOCITY HURRICANE ZONES\u2014SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS
SECTION R4413.7 HIGH-VELOCITY HURRICANE ZONES\u2014SECONDARY (EMERGENCY) ROOF DRAINS <\/td>\n<\/tr>\n
669<\/td>\nFIGURE R4413.6.1 100-YEAR, 1-HOUR RAINFALL (inches)EASTERN UNITED STATES <\/td>\n<\/tr>\n
670<\/td>\nTABLE R4413.6.2 SIZE OF VERTICAL CONDUCTORS AND LEADERS
TABLE R4413.6.3 SIZE OF HORIZONTAL STORM DRAINAGE PIPING <\/td>\n<\/tr>\n
671<\/td>\nTABLE R4416.6.6 SIZE OF SEMICIRCULAR ROOF GUTTERS
TABLE R4413.7 SIZING SCUPPERS FOR A 5 INCHES PER HOUR RATE OF RAINFALL <\/td>\n<\/tr>\n
672<\/td>\nAPPENDIX A SIZING AND CAPACITIES OF GAS PIPING
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTION OF TABLES <\/td>\n<\/tr>\n
673<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
674<\/td>\nTABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
675<\/td>\nTABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1) THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60
A.3 USE OF CAPACITY TABLES <\/td>\n<\/tr>\n
677<\/td>\nTABLE A.3.4 THOUSANDS OF Btu\/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE ATVARIOUS PRESSURE DROPS AND PIPE DIAMETERS
A.4 USE OF SIZING EQUATIONS
A.5 PIPE AND TUBE DIAMETERS <\/td>\n<\/tr>\n
678<\/td>\nTABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
A.6 USE OF SIZING CHARTS <\/td>\n<\/tr>\n
679<\/td>\nFIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC)
FIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above) <\/td>\n<\/tr>\n
680<\/td>\nA.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM <\/td>\n<\/tr>\n
681<\/td>\nFIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n
682<\/td>\nFIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
684<\/td>\nAPPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS
EXAMPLES USING SINGLE APPLIANCE VENTING TABLES
FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT
FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVINGA SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR <\/td>\n<\/tr>\n
685<\/td>\nFIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR
FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR
FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALLMETAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCESWITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR <\/td>\n<\/tr>\n
686<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
687<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
688<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
689<\/td>\nEXAMPLES USING COMMON VENTING TABLES
FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFTHOOD-EQUIPPED APPLIANCES
FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT <\/td>\n<\/tr>\n
691<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
692<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
694<\/td>\nAPPENDIX C EXIT TERMINALS OF MECHANICAL DRAFTAND DIRECT-VENT VENTING SYSTEMS
FIGURE C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n
696<\/td>\nAPPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION RESERVED <\/td>\n<\/tr>\n
698<\/td>\nAPPENDIX E CHAPTER 9B-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS <\/td>\n<\/tr>\n
699<\/td>\nINTRODUCTION
PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS
FOREWORD <\/td>\n<\/tr>\n
700<\/td>\nCHAPTER E1 ADMINISTRATION
CHAPTER E2 DEFINITIONS <\/td>\n<\/tr>\n
701<\/td>\nCHAPTER E3 TESTING
CHAPTER E4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING <\/td>\n<\/tr>\n
702<\/td>\nCHAPTER E5 ENGINEERED SYSTEMS <\/td>\n<\/tr>\n
703<\/td>\nCHAPTER E6 SOIL DEPRESSURIZATION SYSTEMS <\/td>\n<\/tr>\n
706<\/td>\nAPPENDIX F CHAPTER 9B-52 FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION <\/td>\n<\/tr>\n
707<\/td>\nCHAPTER F1 GENERAL
CHAPTER F2 DEFINITIONS <\/td>\n<\/tr>\n
708<\/td>\nCHAPTER F3 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL <\/td>\n<\/tr>\n
714<\/td>\nAPPENDIX G SWIMMING POOLS, SPAS AND HOT TUBSRESERVED <\/td>\n<\/tr>\n
716<\/td>\nAPPENDIX H PATIO COVERS RESERVED <\/td>\n<\/tr>\n
718<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL RESERVED <\/td>\n<\/tr>\n
720<\/td>\nAPPENDIX J EXISTING BUILDINGS AND STRUCTURES RESERVED <\/td>\n<\/tr>\n
722<\/td>\nAPPENDIX K SOUND TRANSMISSIONRESERVED <\/td>\n<\/tr>\n
724<\/td>\nAPPENDIX L PERMIT FEES RESERVED <\/td>\n<\/tr>\n
726<\/td>\nAPPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY RESERVED <\/td>\n<\/tr>\n
728<\/td>\nAPPENDIX N VENTING METHODS RESERVED <\/td>\n<\/tr>\n
730<\/td>\nAPPENDIX O GRAY WATER RECYCLING SYSTEMS
SECTION AO101 GENERAL <\/td>\n<\/tr>\n
731<\/td>\nFIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION
SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS
SECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS RESERVED <\/td>\n<\/tr>\n
732<\/td>\nAPPENDIX P SIZING OF WATER PIPING SYSTEM RESERVED <\/td>\n<\/tr>\n
734<\/td>\nAPPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFERENCERESERVED <\/td>\n<\/tr>\n
736<\/td>\nINDEX <\/td>\n<\/tr>\n
748<\/td>\nFLORIDA BUILDING CODE 2010 BUILDING CHAPTER 1 <\/td>\n<\/tr>\n
750<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
752<\/td>\nPART 2\u2014 ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
753<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
756<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
760<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES
SECTION 109 FEES
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
763<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
764<\/td>\nSECTION 112 SERVICE UTILITIES
SECTION 113 BOARD OF APPEALS RESERVED
SECTION 114 VIOLATIONS RESERVED
SECTION 115 STOP WORK ORDER
SECTION 116 UNSAFE STRUCTURES AND EQUIPMENT RESERVED <\/td>\n<\/tr>\n
766<\/td>\nHELPFUL CODE TOOLS FROM ICC <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code, Residential<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2010<\/td>\n767<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":73126,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-73125","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-fl","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/73125","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/73126"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=73125"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=73125"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=73125"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}