{"id":438788,"date":"2024-10-20T08:05:23","date_gmt":"2024-10-20T08:05:23","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-floridaresidentialcode-2023-1stptg\/"},"modified":"2024-10-26T15:09:44","modified_gmt":"2024-10-26T15:09:44","slug":"fl-floridaresidentialcode-2023-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-floridaresidentialcode-2023-1stptg\/","title":{"rendered":"FL FloridaResidentialCode 2023 1stptg"},"content":{"rendered":"

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<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2023 FLORIDA BUILDING CODE EIGHTH EDITION RESIDENTIAL <\/td>\n<\/tr>\n
2<\/td>\n2023 FLORIDA BUILDING CODE EIGHTH EDITION RESIDENTIAL <\/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 1\u2014SCOPE AND APPLICATION
SECTION R101 SCOPE AND GENERAL REQUIREMENTS
SECTION R102 APPLICABILITY RESERVED
PART 2\u2014ADMINISTRATION 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 <\/td>\n<\/tr>\n
15<\/td>\nSECTION R112 BOARD OF APPEALS RESERVED
SECTION R113 VIOLATIONS RESERVED
SECTION 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
34<\/td>\nPART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
35<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
36<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf <\/td>\n<\/tr>\n
37<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
38<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
39<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2) <\/td>\n<\/tr>\n
40<\/td>\nFIGURE R301.2(1) ISOLINES OF THE 971\/2 -PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (\u00b0F) <\/td>\n<\/tr>\n
41<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETEa <\/td>\n<\/tr>\n
42<\/td>\nFIGURE R301.2(4) ULTIMATE DESIGN WIND SPEEDS V <\/td>\n<\/tr>\n
43<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
44<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
45<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
46<\/td>\nTABLE R301.2.1.3 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
48<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
49<\/td>\nFIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION <\/td>\n<\/tr>\n
50<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
51<\/td>\nTABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
SECTION R302 FIRE-RESISTANT CONSTRUCTION
TABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n
54<\/td>\nTABLE R302.6 DWELLING-GARAGE SEPARATION <\/td>\n<\/tr>\n
56<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
57<\/td>\nSECTION R304 MINIMUM ROOM AREAS <\/td>\n<\/tr>\n
58<\/td>\nSECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
59<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
60<\/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
61<\/td>\nFIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS <\/td>\n<\/tr>\n
62<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
64<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
67<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION <\/td>\n<\/tr>\n
68<\/td>\nSECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS RESERVED
SECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
69<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS
SECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
71<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
73<\/td>\nSECTION R318 PROTECTION AGAINST TERMITES <\/td>\n<\/tr>\n
74<\/td>\nSECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY <\/td>\n<\/tr>\n
75<\/td>\nSECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
80<\/td>\nSECTION R323 STORM SHELTERS
SECTION 324 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
82<\/td>\nSECTION R325 MEZZANINES
SECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION R327 AIRPORT NOISE
SECTION R328 STATIONARY STORAGE BATTERY SYSTEMS <\/td>\n<\/tr>\n
83<\/td>\nSECTION R329 STATIONARY ENGINE GENERATORS
SECTION R330 STATIONARY FUEL CELL POWER SYSTEMS <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa <\/td>\n<\/tr>\n
85<\/td>\nTABLE R401.1 FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE B (plf) <\/td>\n<\/tr>\n
86<\/td>\nTABLE R401.1\u2014continued FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE C (plf) <\/td>\n<\/tr>\n
87<\/td>\nSECTION R402 MATERIALS
TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE <\/td>\n<\/tr>\n
88<\/td>\nSECTION R403 FOOTINGS <\/td>\n<\/tr>\n
89<\/td>\nTABLE R403.1(1) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION (inches) <\/td>\n<\/tr>\n
90<\/td>\nTABLE R403.1(2) MINIMUM WIDTH AND THICKNESS FOR CONCRETE FOOTINGS FOR LIGHT-FRAME CONSTRUCTION WITH BRICK VENEER (inches <\/td>\n<\/tr>\n
91<\/td>\nTHICKNESS FOR CONCRETE FOOTINGS WITH CAST-IN-PLACE CONCRETE OR FULLY GROUTED MASONRY WALL CONSTRUCTION (inches) <\/td>\n<\/tr>\n
92<\/td>\nTABLE R403.1.2 FOUNDATION UPLIFT (ASD) DESIGN DETAILS <\/td>\n<\/tr>\n
93<\/td>\nFIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
94<\/td>\nFIGURE 403.1(1)\u2014continued CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
95<\/td>\nFIGURE 403.1(1)\u2014continued CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
96<\/td>\nFIGURE 403.1(1)\u2014continued CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
97<\/td>\nFIGURE 403.1(1)\u2014continued CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
98<\/td>\nFIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
99<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
100<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
101<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
102<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
103<\/td>\nTABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
SECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
104<\/td>\nFIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
105<\/td>\nTABLE R403.3(2) AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
106<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
107<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
108<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
109<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR US LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
110<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
111<\/td>\nFIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGSa (D), (inches) <\/td>\n<\/tr>\n
112<\/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 <\/td>\n<\/tr>\n
113<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf <\/td>\n<\/tr>\n
114<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHESa <\/td>\n<\/tr>\n
115<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHESa <\/td>\n<\/tr>\n
116<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHESa <\/td>\n<\/tr>\n
117<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
118<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
119<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
120<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
121<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
122<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
123<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
124<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
128<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
129<\/td>\nSECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
130<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
131<\/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
132<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
134<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
135<\/td>\nSECTION R503 FLOOR SHEATHING
SECTION R504 PRESSURE PRESERVATIVE TREATED WOOD FLOORS (ON GROUND) <\/td>\n<\/tr>\n
136<\/td>\nSECTION R505 COLD-FORMED STEEL FLOOR FRAMING
SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
137<\/td>\nSECTION R507 EXTERIOR DECKS
TABLE R507.4 DECK POST HEIGHTa
FIGURE R507.3 TYPICAL DECK POSTS TO DECK FOOTINGS <\/td>\n<\/tr>\n
139<\/td>\nFIGURE R507.5 TYPICAL DECK BEAM SPANS
TABLE R507.5 DECK BEAM SPAN LENGTHS <\/td>\n<\/tr>\n
140<\/td>\nFIGURE R507.5. 1DECK BEAM TO DECK POST
FIGURE R507.6 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
141<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
142<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
143<\/td>\nFIGURE 507.8.2(1) DECK ATTACHMENT FOR LATERAL LOADS
FIGURE R507.8.2(2) DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
144<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
147<\/td>\nSECTION R603 COLD-FORMED STEEL WALL FRAMING
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
148<\/td>\nTABLE R606.2.8 MORTAR PROPORTIONSa
TABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
149<\/td>\nTABLE R606.3.4.1 MINIMUM CORROSION PROTECTION <\/td>\n<\/tr>\n
150<\/td>\nTABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
152<\/td>\nTABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
153<\/td>\nSECTION R607 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
155<\/td>\nSECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
156<\/td>\nTABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa <\/td>\n<\/tr>\n
157<\/td>\nFIGURE R608.3(1) FLAT WALL SYSTEM <\/td>\n<\/tr>\n
158<\/td>\nFIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
159<\/td>\nTABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS <\/td>\n<\/tr>\n
160<\/td>\nFIGURE R608.5.4(1) LAP SPLICES
FIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION <\/td>\n<\/tr>\n
161<\/td>\nFIGURE R608.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
162<\/td>\nTABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND\/OR ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
164<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
165<\/td>\nTABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
166<\/td>\nTABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa <\/td>\n<\/tr>\n
167<\/td>\nTABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
168<\/td>\nTABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
169<\/td>\n(EQUATION R6-1)
(EQUATION R6-2) <\/td>\n<\/tr>\n
171<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
172<\/td>\nTABLE R608.7(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
173<\/td>\nTABLE R608.7(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
174<\/td>\nTABLE R608.7(1B)\u2014 continued 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
175<\/td>\nTABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
176<\/td>\nTABLE R608.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
177<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
178<\/td>\nTABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
179<\/td>\nFIGURE R608.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
180<\/td>\nFIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
181<\/td>\nFIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
183<\/td>\nFIGURE R608.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
184<\/td>\nFIGURE R608.8(2) LINTEL FOR FLAT WALLS
FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
185<\/td>\nFIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
186<\/td>\nTABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONSa <\/td>\n<\/tr>\n
187<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
188<\/td>\nTABLE R608.8(2)\u2014continued 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 <\/td>\n<\/tr>\n
189<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
190<\/td>\nTABLE R608.8(3)\u2014continued 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
191<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
192<\/td>\nTABLE R608.8(4)\u2014continued 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 <\/td>\n<\/tr>\n
193<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
194<\/td>\nTABLE R608.8(5)\u2014continued 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
195<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
196<\/td>\nTABLE R608.8(6)\u2014continued 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 <\/td>\n<\/tr>\n
197<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
198<\/td>\nTABLE R608.8(7)\u2014continued 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 <\/td>\n<\/tr>\n
199<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
200<\/td>\nTABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa <\/td>\n<\/tr>\n
201<\/td>\nTABLE R608.8(9)\u2014continued 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 <\/td>\n<\/tr>\n
202<\/td>\nSECTION R609 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
204<\/td>\nFIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
205<\/td>\nTABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
206<\/td>\nFIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
207<\/td>\nTABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa <\/td>\n<\/tr>\n
208<\/td>\nFIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR <\/td>\n<\/tr>\n
209<\/td>\nTABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa <\/td>\n<\/tr>\n
210<\/td>\nFIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
211<\/td>\nTABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
212<\/td>\nFIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
213<\/td>\nTABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
214<\/td>\nFIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
215<\/td>\nTABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
216<\/td>\nFIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
217<\/td>\nTABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
218<\/td>\nFIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
219<\/td>\nTABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
220<\/td>\nFIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
221<\/td>\nTABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
222<\/td>\nFIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
223<\/td>\nTABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
224<\/td>\nFIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
225<\/td>\nTABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
226<\/td>\nFIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
227<\/td>\nTABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
228<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
229<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
230<\/td>\nSECTION R610 STRUCTURAL INSULATEDPANEL WALL CONSTRUCTION <\/td>\n<\/tr>\n
231<\/td>\nFIGURE R610.4 SIP WALL PANEL <\/td>\n<\/tr>\n
232<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
233<\/td>\nFIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
234<\/td>\nFIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
235<\/td>\nFIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR CONNECTION
FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
236<\/td>\nFIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE R610.5.4 SIP CORNER FRAMING DETAIL <\/td>\n<\/tr>\n
237<\/td>\nFIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS
TABLE R610.8 MAXIMUM SPANS FOR 117\/8-INCH OR DEEPER SIP HEADERS (feet) <\/td>\n<\/tr>\n
238<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
239<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONS
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
240<\/td>\nTABLE R702.4.2 BACKER BOARD MATERIALS <\/td>\n<\/tr>\n
241<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
242<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
243<\/td>\nTABLE R702.7(3) CLASS III VAPOR RETARDERS
TABLE R702.7(4) CONTINUOUS INSULATION WITH CLASS II VAPOR RETARDER
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
244<\/td>\nTABLE 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) <\/td>\n<\/tr>\n
245<\/td>\nTABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
246<\/td>\nTABLE R703.3(1)\u2014continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
247<\/td>\nTABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY <\/td>\n<\/tr>\n
248<\/td>\nTABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c(Dimensions are in inches) <\/td>\n<\/tr>\n
249<\/td>\nTABLE R703.6.3(1) SINGLE COURSE SIDEWALL FASTENERS
TABLE R703.6.3(2) DOUBLE COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
250<\/td>\nTABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D0, D1 AND D2. Reserved. <\/td>\n<\/tr>\n
251<\/td>\nFIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
252<\/td>\nFIGURE R703.8\u2014continued TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
253<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
255<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
256<\/td>\nTABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
257<\/td>\nTABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHING <\/td>\n<\/tr>\n
258<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
259<\/td>\nTABLE R703.11.2 REQUIRED MINIMUM WIND LOAD DESIGN PRESSURE RATING FOR VINYL SIDING INSTALLED OVER FOAM PLASTIC SHEATHING ALONE <\/td>\n<\/tr>\n
260<\/td>\nFIGURE R703.14.1.1.2(1) TRIM UNDER WINDOW AND TOP OF WALLS POLYPROPYLENE SIDING <\/td>\n<\/tr>\n
261<\/td>\nTABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
SECTION R704 SOFFITS <\/td>\n<\/tr>\n
262<\/td>\nTABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
263<\/td>\nTABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
264<\/td>\nTABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
265<\/td>\nFIGURE R704.2.1 TYPICAL SINGLE-SPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORT
FIGURE R704.2.2 TYPICAL MULTISPAN VINYL OR ALUMINUM SOFFIT PANEL SUPPORT <\/td>\n<\/tr>\n
266<\/td>\nTABLE R704.2.4 INSTALLATION REQUIREMENTS FOR WOOD STRUCTURAL PANEL, CLOSED SOFFIT <\/td>\n<\/tr>\n
268<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
270<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING <\/td>\n<\/tr>\n
271<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH
FIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
272<\/td>\nTABLE R803.2.2 MINIMUM ROOF SHEATHING THICKNESS
SECTION R804 COLD-FORMED STEEL ROOF FRAMING
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
273<\/td>\nTABLE R803.2.3.1 ROOF SHEATHING ATTACHMENT <\/td>\n<\/tr>\n
274<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
276<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 FIRE CLASSIFICATION
SECTION R903 WEATHER PROTECTION
TABLE R903.2.1 METAL FLASHING MATERIAL <\/td>\n<\/tr>\n
277<\/td>\nSECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
279<\/td>\nTABLE R905.1.1.1 UNDERLAYMENT WITH SELF-ADHERING STRIPS OVER ROOF DECKING JOINTS <\/td>\n<\/tr>\n
280<\/td>\nTABLE R905.2.6.1 CLASSIFICATION OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
281<\/td>\nTABLE R905.4.4 METAL ROOF COVERINGS <\/td>\n<\/tr>\n
282<\/td>\nTABLE R905.4.4.1 CLASSIFICATION OF METAL ROOF SHINGLES TESTED IN ACCORDANCE WITH ASTM D3161
TABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
283<\/td>\nTABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
284<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
285<\/td>\nTABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
286<\/td>\nSECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC SYSTEMS
SECTION R908 EXISTING ROOFING <\/td>\n<\/tr>\n
288<\/td>\nTABLE R908.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
289<\/td>\nTABLE R908.8.1 REQUIRED UPLIFT CAPACITIES FOR ROOF-TO-WALL CONNECTIONSa, b, c (POUNDS PER LINEAR FOOT) <\/td>\n<\/tr>\n
292<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES
TABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
293<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
295<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS
SECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
297<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
299<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
300<\/td>\nFIGURE R1003.20 CHIMNEY CRICKET
SECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
302<\/td>\nPART IV – ENERGY CONSERVATION
CHAPTER 11 [RE] ENERGY EFFICIENCY
SECTION N1101 GENERAL <\/td>\n<\/tr>\n
304<\/td>\nPART V – MECHANICAL ADMINISTRATION
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
306<\/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
307<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION <\/td>\n<\/tr>\n
308<\/td>\nFIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
309<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa <\/td>\n<\/tr>\n
310<\/td>\nSECTION M1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
311<\/td>\nSECTION M1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
312<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
313<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES <\/td>\n<\/tr>\n
314<\/td>\nSECTION M1409 VENTED WALL FURNACES
SECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
315<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT <\/td>\n<\/tr>\n
316<\/td>\nSECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION M1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS <\/td>\n<\/tr>\n
318<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
TABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
319<\/td>\nSECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS <\/td>\n<\/tr>\n
320<\/td>\nSECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS
TABLE M1506.2 DUCT LENGTH
SECTION M1507 MECHANICAL VENTILATION <\/td>\n<\/tr>\n
321<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
322<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION <\/td>\n<\/tr>\n
323<\/td>\nTABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITS <\/td>\n<\/tr>\n
325<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
326<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL <\/td>\n<\/tr>\n
328<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS <\/td>\n<\/tr>\n
329<\/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 MATERIALSa <\/td>\n<\/tr>\n
330<\/td>\nSECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
332<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
334<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS <\/td>\n<\/tr>\n
335<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
336<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
TABLE M2101.9 HANGER SPACING INTERVALS <\/td>\n<\/tr>\n
337<\/td>\nTABLE M2101.1 HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
339<\/td>\nSECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n
340<\/td>\nSECTION M2104 LOW TEMPERATURE PIPING
SECTION M2105 GROUND-SOURCE HEAT-PUMPSYSTEM LOOP PIPING <\/td>\n<\/tr>\n
341<\/td>\nTABLE M2105.4 GROUND-SOURCE LOOP PIPE
TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS <\/td>\n<\/tr>\n
344<\/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
345<\/td>\nSECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
346<\/td>\nCHAPTER 23 SOLAR THERMAL ENERGY SYSTEMS
SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
348<\/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
354<\/td>\nSECTION G2404 (301) GENERAL <\/td>\n<\/tr>\n
355<\/td>\nSECTION G2405 (302) STRUCTURAL SAFETY
SECTION G2406 (303) APPLIANCE LOCATION <\/td>\n<\/tr>\n
356<\/td>\nSECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
(EQUATION 24-1)
(EQUATION 24-2) <\/td>\n<\/tr>\n
357<\/td>\nFIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING(see Section G2407.5.3 <\/td>\n<\/tr>\n
358<\/td>\nFIGURE G2407.6.1(1) [304.6.1(1)] ALL AIR FROM OUTDOORS\u2014INLET 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 <\/td>\n<\/tr>\n
359<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
360<\/td>\nSECTION G2408 (305) INSTALLATION
SECTION G2409 (308) CLEARANCE REDUCTION <\/td>\n<\/tr>\n
361<\/td>\nFIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
SECTION G2410 (309) ELECTRICAL <\/td>\n<\/tr>\n
362<\/td>\nFIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
FIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
363<\/td>\nTABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
SECTION G2411 (310) ELECTRICAL BONDING <\/td>\n<\/tr>\n
364<\/td>\nSECTION G2412 (401) GENERAL
SECTION G2413 (402) PIPE SIZING <\/td>\n<\/tr>\n
365<\/td>\n(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
366<\/td>\nTABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
367<\/td>\nTABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
368<\/td>\nTABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
369<\/td>\nTABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
370<\/td>\nTABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST <\/td>\n<\/tr>\n
371<\/td>\nTABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST <\/td>\n<\/tr>\n
372<\/td>\nTABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
373<\/td>\nTABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
374<\/td>\nTABLE G2413.4(9) [402.4(25)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
375<\/td>\nTABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
376<\/td>\nTABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
377<\/td>\nTABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
378<\/td>\nTABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
379<\/td>\nTABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
380<\/td>\nTABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
381<\/td>\nTABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST <\/td>\n<\/tr>\n
382<\/td>\nTABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST <\/td>\n<\/tr>\n
383<\/td>\nTABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST <\/td>\n<\/tr>\n
384<\/td>\nTABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
385<\/td>\nTABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
386<\/td>\nTABLE G2413.4(21) [402.4(37)]POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
387<\/td>\nSECTION G2414 (403) PIPING MATERIALS
TABLE G2414.8.2 (403.8.2) SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
389<\/td>\nSECTION G2415 (404) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
391<\/td>\nSECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 (406) INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
392<\/td>\nTABLE G2417.7.1.1 (406.7.1.1) SIZE AND LENGTH OF PIPING <\/td>\n<\/tr>\n
393<\/td>\nSECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING <\/td>\n<\/tr>\n
394<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
395<\/td>\nSECTION G2421 (410) FLOW CONTROLS
SECTION G2422 (411) APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
396<\/td>\nSECTION G2423 (413) COMPRESSED NATURAL GAS MOTORVEHICLE FUEL-DISPENSING FACILITIES
SECTION G2424 (415) PIPING SUPPORT INTERVALS <\/td>\n<\/tr>\n
397<\/td>\nTABLE G2424.1 (415.1) SUPPORT OF PIPING
SECTION G2425 (501) GENERAL <\/td>\n<\/tr>\n
398<\/td>\nSECTION G2426 (502) VENTS <\/td>\n<\/tr>\n
399<\/td>\nSECTION G2427 (503) VENTING OF APPLIANCES
TABLE G2427.4 (503.4) TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
402<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
404<\/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
405<\/td>\nFIGURE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES <\/td>\n<\/tr>\n
406<\/td>\nTABLE G2427.8 (503.8) THROUGH-THE-WALL VENT TERMINAL CLEARANCES <\/td>\n<\/tr>\n
407<\/td>\nTABLE G2427.10.5 (503.10.5) CLEARANCES FOR CONNECTORSa <\/td>\n<\/tr>\n
408<\/td>\nSECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
410<\/td>\nTABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
411<\/td>\nTABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
412<\/td>\nTABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
413<\/td>\nTABLE G2428.2(2) [504.2(2)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
415<\/td>\nTABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
416<\/td>\nTABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
417<\/td>\nTABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
418<\/td>\nTABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
419<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
420<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
421<\/td>\nSECTION G2438 (613) CLOTHES DRYERS
SECTION G2439 (614) CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
422<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
423<\/td>\nSECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS <\/td>\n<\/tr>\n
424<\/td>\nSECTION G2445 (621) UNVENTED ROOM HEATERS
SECTION G2446 (622) VENTED ROOM HEATERS
SECTION G2447 (623) COOKING APPLIANCES <\/td>\n<\/tr>\n
425<\/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 <\/td>\n<\/tr>\n
426<\/td>\nSECTION G2453 (635) OUTDOOR DECORATIVE APPLIANCES <\/td>\n<\/tr>\n
428<\/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
430<\/td>\nCHAPTER 26 GENERAL PLUMBING REQUIREMENTS
SECTION P2601 GENERAL
SECTION P2602 INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL
SECTION P2603 STRUCTURAL AND PIPING PROTECTION <\/td>\n<\/tr>\n
431<\/td>\nSECTION P2604 TRENCHING AND BACKFILLING
SECTION P2605 SUPPORT
TABLE P2605.1 PIPING SUPPORT <\/td>\n<\/tr>\n
432<\/td>\nSECTION P2606 PENETRATIONS
SECTION P2607 WATERPROOFING OF OPENINGS
SECTION P2608 WORKMANSHIP
SECTION P2609 MATERIALS EVALUATION AND LISTING <\/td>\n<\/tr>\n
434<\/td>\nCHAPTER 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 <\/td>\n<\/tr>\n
435<\/td>\nTABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
436<\/td>\nSECTION P2707 DIRECTIONAL FITTINGS
SECTION P2708 SHOWERS
SECTION P2709 SHOWER RECEPTORS <\/td>\n<\/tr>\n
437<\/td>\nSECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES
SECTION P2712 WATER CLOSETS <\/td>\n<\/tr>\n
438<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
439<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
440<\/td>\nCHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL
SECTION P2802 SOLAR WATER HEATING SYSTEMS
SECTION P2803 WATER HEATERS USED FOR SPACE HEATING
SECTION P2804 RELIEF VALVES <\/td>\n<\/tr>\n
442<\/td>\nCHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
FIGURE P2901.2.1 PICTOGRAPH\u2014DO NOT DRINK
TABLE P2901.2.2.2 SIZE OF PIPE IDENTIFICATION
SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
443<\/td>\nTABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
444<\/td>\nTABLE P2902.3.1 MINIMUM AIR GAPS <\/td>\n<\/tr>\n
445<\/td>\nSECTION P2903 WATER SUPPLY SYSTEM <\/td>\n<\/tr>\n
446<\/td>\nTABLE P2903.1 FLOW RATE AND PRESSURES FOR DESIGNING PIPING SYSTEMS
TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb <\/td>\n<\/tr>\n
447<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
448<\/td>\nTABLE P2903.6(1)\u2014continued CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
TABLE P2903.8.1 MANIFOLD SIZING <\/td>\n<\/tr>\n
449<\/td>\nTABLE P2903.9.4 VALVES
SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
450<\/td>\nFIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE
TABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
451<\/td>\nFIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION <\/td>\n<\/tr>\n
453<\/td>\nTABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS <\/td>\n<\/tr>\n
454<\/td>\nTABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS
TABLE P2904.6.2(3) ELEVATION LOSS <\/td>\n<\/tr>\n
455<\/td>\nTABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
456<\/td>\nTABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
457<\/td>\nTABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
458<\/td>\nTABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
459<\/td>\nTABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
460<\/td>\nTABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
462<\/td>\nSECTION P2905 HEATED WATER DISTRIBUTION SYSTEMS
SECTION P2906 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
463<\/td>\nTABLE P2906.4 WATER SERVICE PIPE
TABLE P2906.5 WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n
464<\/td>\nTABLE P2906.6 PIPE FITTINGS <\/td>\n<\/tr>\n
466<\/td>\nSECTION P2907 CHANGES IN DIRECTION
SECTION P2908 SUPPORT
SECTION P2909 DRINKING WATER TREATMENT UNITS
SECTION P2910 NONPOTABLE WATER SYSTEMS <\/td>\n<\/tr>\n
467<\/td>\nFIGURE P2910.3 PICTOGRAPH\u2014DO NOT DRINK <\/td>\n<\/tr>\n
468<\/td>\nTABLE P2910.9.6 SIZE OF DRAIN PIPES FOR WATER TANKS <\/td>\n<\/tr>\n
469<\/td>\nSECTION P2911 ON-SITE NONPOTABLE WATER REUSE SYSTEMS <\/td>\n<\/tr>\n
470<\/td>\nTABLE P2911.7.1 LOCATION OF NONPOTABLE WATER REUSE STORAGE TANKS <\/td>\n<\/tr>\n
471<\/td>\nSECTION P2912 NONPOTABLE RAINWATER COLLECTION AND DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
472<\/td>\nTABLE P2912.10.1 LOCATION OF RAINWATER STORAGE TANKS <\/td>\n<\/tr>\n
473<\/td>\nSECTION P2913 RECLAIMED WATER SYSTEMS <\/td>\n<\/tr>\n
474<\/td>\nCHAPTER 30 SANITARY DRAINAGE
SECTION P3001 GENERAL
SECTION P3002 MATERIALS
TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
475<\/td>\nTABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE P3002.2 BUILDING SEWER PIPE <\/td>\n<\/tr>\n
476<\/td>\nTABLE P3002.3PIPE FITTINGS
SECTION P3003 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
478<\/td>\nSECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS
SECTION P3005 DRAINAGE SYSTEM <\/td>\n<\/tr>\n
479<\/td>\nTABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES
TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
481<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
482<\/td>\nSECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS <\/td>\n<\/tr>\n
483<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
486<\/td>\nCHAPTER 31 VENTS
SECTION P3101 VENT SYSTEMS
SECTION P3102 VENT STACKS AND STACK VENTS
SECTION P3103 VENT TERMINALS <\/td>\n<\/tr>\n
487<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
488<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
489<\/td>\nSECTION 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 <\/td>\n<\/tr>\n
490<\/td>\nTABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
SECTION P3114 AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
492<\/td>\nCHAPTER 32 TRAPS
SECTION P3201 FIXTURE TRAPS <\/td>\n<\/tr>\n
493<\/td>\nTABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES <\/td>\n<\/tr>\n
494<\/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
496<\/td>\nPART 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 <\/td>\n<\/tr>\n
498<\/td>\nCHAPTER 35 ELECTRICAL DEFINITIONS RESERVED <\/td>\n<\/tr>\n
500<\/td>\nCHAPTER 36 SERVICES RESERVED <\/td>\n<\/tr>\n
502<\/td>\nCHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS RESERVED <\/td>\n<\/tr>\n
504<\/td>\nCHAPTER 38 WIRING METHODS RESERVED <\/td>\n<\/tr>\n
506<\/td>\nCHAPTER 39 POWER AND LIGHTING DISTRIBUTION RESERVED <\/td>\n<\/tr>\n
508<\/td>\nCHAPTER 40 DEVICES AND LUMINAIRES RESERVED <\/td>\n<\/tr>\n
510<\/td>\nCHAPTER 41 APPLIANCE INSTALLATION RESERVED <\/td>\n<\/tr>\n
512<\/td>\nCHAPTER 42 SWIMMING POOLS [ELECTRICAL PROVISIONS] RESERVED <\/td>\n<\/tr>\n
514<\/td>\nCHAPTER 43 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS RESERVED <\/td>\n<\/tr>\n
516<\/td>\nCHAPTER 44 HIGH-VELOCITY HURRICANE ZONES
SECTION R4401 HIGH-VELOCITY HURRICANE ZONES \u2014EXTERIOR WALL COVERING
SECTION R4402 HIGH-VELOCITY HURRICANE ZONES \u2014ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION R4403 HIGH-VELOCITY HURRICANE ZONES \u2014GENERAL
SECTION R4404 HIGH-VELOCITY HURRICANE ZONES \u2014FOUNDATIONS AND RETAINING WALLS
SECTION R4405 HIGH-VELOCITY HURRICANE ZONES \u2014CONCRETE
SECTION 4406 HIGH-VELOCITY HURRICANE ZONES \u2014LIGHT METAL ALLOYS
SECTION 4407 HIGH-VELOCITY HURRICANE ZONES \u2014MASONRY
SECTION 4408 HIGH-VELOCITY HURRICANE ZONES \u2014STEEL
SECTION 4409 HIGH-VELOCITY HURRICANE ZONES \u2014WOOD
SECTION R4410 HIGH-VELOCITY HURRICANE ZONES \u2014GLASS AND GLAZING
SECTION R4411 HIGH-VELOCITY HURRICANE ZONES \u2014GYPSUM BOARD AND PLASTER
SECTION R4412 HIGH-VELOCITY HURRICANE ZONES \u2014PLASTICS <\/td>\n<\/tr>\n
518<\/td>\nCHAPTER 45 PRIVATE SWIMMING POOLS
SECTION R4501 GENERAL <\/td>\n<\/tr>\n
526<\/td>\nPART IX – REFERENCED STANDARDS
CHAPTER 46 REFERENCED STANDARDS
AAF
AAMA Standards by FGIA <\/td>\n<\/tr>\n
527<\/td>\nACCA
ACI
AISI
AMCA <\/td>\n<\/tr>\n
528<\/td>\nANSI <\/td>\n<\/tr>\n
529<\/td>\nAPA
APSP (PHTA Standards)
ASCE\/SEI <\/td>\n<\/tr>\n
530<\/td>\nASHRAE
ASME <\/td>\n<\/tr>\n
531<\/td>\nASSE <\/td>\n<\/tr>\n
532<\/td>\nASTM <\/td>\n<\/tr>\n
542<\/td>\nAWC
AWPA
AWS
AWWA <\/td>\n<\/tr>\n
543<\/td>\nCEN
CGSB
CISPI
CPA <\/td>\n<\/tr>\n
544<\/td>\nCPSC
CSA <\/td>\n<\/tr>\n
546<\/td>\nCSSB
DASMA
DOC
DOTn
FEMA <\/td>\n<\/tr>\n
547<\/td>\nFlorida Codes
FM <\/td>\n<\/tr>\n
548<\/td>\nFRSA
GA
HPVA
IAPMO
ICC <\/td>\n<\/tr>\n
549<\/td>\nISO
MAF
MSS
NAIMA <\/td>\n<\/tr>\n
550<\/td>\nNFPA
NSF <\/td>\n<\/tr>\n
551<\/td>\nPCA
SBCA
SMACNA
SRCC
TMS <\/td>\n<\/tr>\n
552<\/td>\nTPI
UL <\/td>\n<\/tr>\n
553<\/td>\nULC <\/td>\n<\/tr>\n
554<\/td>\nWDMA
WMA <\/td>\n<\/tr>\n
556<\/td>\nAPPENDIX A SIZING AND CAPACITIES OF GAS PIPING <\/td>\n<\/tr>\n
557<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
558<\/td>\nTABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
559<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
561<\/td>\nTABLE A.3.4 THOUSANDS OF BTU\/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS <\/td>\n<\/tr>\n
562<\/td>\nTABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES <\/td>\n<\/tr>\n
563<\/td>\nFIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM <\/td>\n<\/tr>\n
564<\/td>\nFIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n
565<\/td>\nFIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
568<\/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
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 <\/td>\n<\/tr>\n
569<\/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-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 <\/td>\n<\/tr>\n
570<\/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
571<\/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
572<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
573<\/td>\nFIGURE 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 <\/td>\n<\/tr>\n
575<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
576<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
578<\/td>\nAPPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS
APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n
580<\/td>\nAPPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
585<\/td>\nTABLE D.6 CO THRESHOLDS <\/td>\n<\/tr>\n
586<\/td>\nAPPENDIX E FLORIDA STANDARD FOR MITIGATION OF RADONIN EXISTING BUILDINGS <\/td>\n<\/tr>\n
587<\/td>\nCHAPTER E1 ADMINISTRATION
CHAPTER E2 DEFINITIONS <\/td>\n<\/tr>\n
588<\/td>\nCHAPTER E3 TESTING
CHAPTER E4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING <\/td>\n<\/tr>\n
590<\/td>\nCHAPTER E5 ENGINEERED SYSTEMS
CHAPTER E6 SOIL DEPRESSURIZATION SYSTEMS <\/td>\n<\/tr>\n
594<\/td>\nAPPENDIX F FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION
CHAPTER F1 GENERAL
CHAPTER F2 DEFINITIONS <\/td>\n<\/tr>\n
596<\/td>\nCHAPTER F3 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL <\/td>\n<\/tr>\n
600<\/td>\nAPPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS
SECTION AG101 PLASTIC PIPING STANDARDS
TABLE AG101.1 PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS <\/td>\n<\/tr>\n
601<\/td>\nTABLE AG101.1\u2014continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS <\/td>\n<\/tr>\n
602<\/td>\nTABLE AG101.1\u2014continued PLASTIC PIPING STANDARDS FOR VARIOUS APPLICATIONS <\/td>\n<\/tr>\n
603<\/td>\nSECTION AG102 REFERENCED STANDARDS <\/td>\n<\/tr>\n
604<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
605<\/td>\nTABLE AH106.4(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMING
TABLE AH106.4(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE <\/td>\n<\/tr>\n
606<\/td>\nFIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES <\/td>\n<\/tr>\n
608<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL
SECTION AI101 GENERAL <\/td>\n<\/tr>\n
610<\/td>\nAPPENDIX J EXISTING BUILDINGS AND STRUCTURES
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE <\/td>\n<\/tr>\n
611<\/td>\nSECTION AJ103 PRELIMINARY MEETING
SECTION AJ104 EVALUATION OF AN EXISTING BUILDING
SECTION AJ105 PERMIT
SECTION AJ201 DEFINITIONS <\/td>\n<\/tr>\n
612<\/td>\nSECTION AJ301 REPAIRS
SECTION AJ401 RENOVATIONS
SECTION AJ501 ALTERATIONS <\/td>\n<\/tr>\n
613<\/td>\nSECTION AJ601 RECONSTRUCTION <\/td>\n<\/tr>\n
616<\/td>\nAPPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIR-BORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
618<\/td>\nAPPENDIX L PERMIT FEES <\/td>\n<\/tr>\n
620<\/td>\nAPPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY
SECTION AM101 GENERAL
SECTION AM102 DEFINITION
SECTION AM103 MEANS OF EGRESS <\/td>\n<\/tr>\n
621<\/td>\nSECTION AM104 SMOKE DETECTION <\/td>\n<\/tr>\n
622<\/td>\nAPPENDIX N VENTING METHODS
FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
623<\/td>\nFIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
624<\/td>\nFIGURE N3 TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
625<\/td>\nFIGURE N4 TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
626<\/td>\nFIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
627<\/td>\nFIGURE N6 WASTE STACK VENTING
FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH <\/td>\n<\/tr>\n
628<\/td>\nAPPENDIX O AUTOMATIC VEHICULAR GATES
SECTION AO101 GENERAL
SECTION AO102 DEFINITION
SECTION AO103 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
630<\/td>\nAPPENDIX P SIZING OF WATER PIPING SYSTEM
SECTION AP101 GENERAL
SECTION AP102 INFORMATION REQUIRED
SECTION AP103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
634<\/td>\nTABLE AP.1
TABLE AP.2 <\/td>\n<\/tr>\n
635<\/td>\nFIGURE AP103.3(1) EXAMPLE\u2014SIZING <\/td>\n<\/tr>\n
636<\/td>\nTABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
637<\/td>\nTABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
638<\/td>\nTABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
639<\/td>\nTABLE AP103.3(3)\u2014continued TABLE FOR ESTIMATING DEMAND
TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi <\/td>\n<\/tr>\n
640<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
641<\/td>\nFIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa(TYPE K, ASTM B88 COPPER TUBING <\/td>\n<\/tr>\n
642<\/td>\nFIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa(TYPE L, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
643<\/td>\nFIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa(TYPE M, ASTM B88 COPPER TUBING <\/td>\n<\/tr>\n
644<\/td>\nFIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
645<\/td>\nFIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
646<\/td>\nFIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n
647<\/td>\nSECTION AP201 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
648<\/td>\nTABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
649<\/td>\nTABLE AP201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
650<\/td>\nAPPENDIX Q TINY HOUSES
SECTION AQ101 GENERAL
SECTION AQ102 DEFINITIONS
SECTION AQ103 CEILING HEIGHT
SECTION AQ104 LOFTS
FIGURE AQ104.1.3 LOFT CEILING HEIGHT <\/td>\n<\/tr>\n
651<\/td>\nSECTION AQ105 EMERGENCY ESCAPE AND RESCUE OPENINGS
SECTION AQ106 ENERGY CONSERVATION <\/td>\n<\/tr>\n
652<\/td>\nAPPENDIX R LIGHT STRAW-CLAY CONSTRUCTION
SECTION AR101 GENERAL
SECTION AR102 DEFINITIONS
SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION <\/td>\n<\/tr>\n
653<\/td>\nSECTION AR104 THERMAL INSULATION
SECTION AR105 REFERENCED STANDARD <\/td>\n<\/tr>\n
654<\/td>\nAPPENDIX S STRAWBALE CONSTRUCTION
SECTION AS101 GENERAL
SECTION AS102 DEFINITIONS
SECTION AS103 BALES <\/td>\n<\/tr>\n
655<\/td>\nSECTION AS104 FINISHES <\/td>\n<\/tr>\n
656<\/td>\nSECTION AS105 STRAWBALE WALLS\u2014GENERAL <\/td>\n<\/tr>\n
657<\/td>\nTABLE AS105.4 OUT-OF-PLANE RESISTANCE AND UNRESTRAINED WALL DIMENSIONS <\/td>\n<\/tr>\n
658<\/td>\nSECTION AS106 STRAWBALE WALLS\u2014STRUCTURAL
TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS <\/td>\n<\/tr>\n
659<\/td>\nTABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS\/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS
TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES <\/td>\n<\/tr>\n
660<\/td>\nTABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED
SECTION AS107 FIRE RESISTANCE <\/td>\n<\/tr>\n
661<\/td>\nSECTION AS108 THERMAL INSULATION
SECTION AS109 REFERENCED STANDARDS <\/td>\n<\/tr>\n
662<\/td>\nAPPENDIX T RECOMMENDED PROCEDURE FOR WORST-CASE TESTING OF ATMOSPHERIC VENTING SYSTEMS UNDER N1102.4 OR N1105 CONDITIONS \u2264 5ACH50
SECTION T101 SCOPE
SECTION T202 GENERAL DEFINITIONS
SECTION T301 TESTING PROCEDURE <\/td>\n<\/tr>\n
663<\/td>\nTABLE T301.1(1) CAZ DEPRESSURIZATION LIMITS
TABLE T301.1(2) ACCEPTABLE DRAFT TEST CORRECTION
TABLE T301.1(3) ACCEPTABLE DRAFT TEST CORRECTION <\/td>\n<\/tr>\n
664<\/td>\nAPPENDIX AU COB CONSTRUCTION (MONOLITHIC ADOBE)
SECTION AU101 GENERAL
FIGURE AU101.4 TYPICAL COB WALL
SECTION AU102 DEFINITIONS <\/td>\n<\/tr>\n
665<\/td>\nSECTION AU103 MATERIALS, MIXING AND INSTALLATION <\/td>\n<\/tr>\n
666<\/td>\nSECTION AU 104 FINISHES <\/td>\n<\/tr>\n
667<\/td>\nSECTION AU105 COB WALLS\u2014GENERAL
TABLE AU105.3 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL HEIGHT LIMITS <\/td>\n<\/tr>\n
669<\/td>\nSECTION AU106 COB WALLS\u2014STRUCTURAL
(EQUATION AU-1) <\/td>\n<\/tr>\n
670<\/td>\n(EQUATION AU-2)
(EQUATION AU-3) <\/td>\n<\/tr>\n
671<\/td>\nFIGURE AU106.9.5 CONNECTION OF ROOF FRAMING TO BOND BEAMS <\/td>\n<\/tr>\n
672<\/td>\n(EQUATION AU-4
FIGURE AU106.9.6 CONNECTIONS AT GABLE AND SHED ROOF END WALLS
SECTION AU107 COB FLOORS
SECTION AU108 FIRE RESISTANCE <\/td>\n<\/tr>\n
673<\/td>\nTABLE AU106.10 LINTELS AND BOND BEAMS SPANNING OPENINGS <\/td>\n<\/tr>\n
674<\/td>\nTABLE AU106.11(1) COB BRACED WALL PANEL TYPES <\/td>\n<\/tr>\n
675<\/td>\nTABLE 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 <\/td>\n<\/tr>\n
676<\/td>\nTABLE AU106.11(4) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY B <\/td>\n<\/tr>\n
677<\/td>\nTABLE AU106.11(5) BRACING REQUIREMENTS FOR COB BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
678<\/td>\nFIGURE AU106.11.3 CURVED BRACED WALL PANEL
TABLE AU106.12 ANCHORAGE OF BOND BEAMS FOR WIND UPLIFT <\/td>\n<\/tr>\n
679<\/td>\nSECTION AU109 THERMAL PERFORMANCE
SECTION AU110 REFERENCED STANDARDS
TABLE AU110.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
680<\/td>\nAPPENDIX V BOARD OF APPEALS
SECTION AV 101 GENERAL <\/td>\n<\/tr>\n
682<\/td>\nAPPENDIX W 3D-PRINTED BUILDING CONSTRUCTION
SECTION W101 GENERAL
SECTION W102 DEFINITIONS
SECTION W103 BUILDING DESIGN
SECTION W104 BUILDING CONSTRUCTION
SECTION W105 SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
683<\/td>\nSECTION AW106 REFERENCED STANDARDS
TABLE AW06.1 REFERENCED STANDARDS <\/td>\n<\/tr>\n
684<\/td>\nAPPENDIX X SOLAR-READY PROVISIONS\u2014 DETACHED ONE- AND TWO-FAMILY DWELLINGS, MULTIPLE SINGLE FAMILY DWELLINGS (TOWNHOUSES)
SECTION UX101 SCOPE
SECTION UX102 GENERAL DEFINITION
SECTION UX103 SOLAR-READY ZONE <\/td>\n<\/tr>\n
686<\/td>\nINDEX <\/td>\n<\/tr>\n
698<\/td>\nADDITIONAL CODE RESOURCES FROM THE ICC <\/td>\n<\/tr>\n
699<\/td>\nDIGITAL CODES PREMIUM <\/td>\n<\/tr>\n
700<\/td>\nICC EVALUATION SERVICES <\/td>\n<\/tr>\n
701<\/td>\n2023 FLORIDA CODES: COMPLETE COLLECTION <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code – Residential, Eighth Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2023<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":438794,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-438788","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\/438788","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\/438794"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=438788"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=438788"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=438788"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}