{"id":139809,"date":"2024-10-19T08:06:50","date_gmt":"2024-10-19T08:06:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-floridabuildingcode-residential-5thedition-2014\/"},"modified":"2024-10-25T00:19:58","modified_gmt":"2024-10-25T00:19:58","slug":"fl-floridabuildingcode-residential-5thedition-2014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-floridabuildingcode-residential-5thedition-2014\/","title":{"rendered":"FL FloridaBuildingCode Residential 5thEdition 2014"},"content":{"rendered":"

This is a fully integrated code based on the 2012 IRC. 2014 Florida Building Code Administrative Chapter 1 is included. Chapter tabs are also included.<\/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\n\n\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>\nFLORIDA BUILDING CODE FIFTH EDITION (2014) RESIDENTIAL <\/td>\n<\/tr>\n
2<\/td>\nFLORIDA BUILDING CODE FIFTH EDITION (2014) RESIDENTIAL TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
8<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
16<\/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 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
SECTION R112 BOARD OF APPEALS RESERVED <\/td>\n<\/tr>\n
17<\/td>\nSECTION R113 VIOLATIONS RESERVED
SECTION R114 STOP WORK ORDER RESERVED <\/td>\n<\/tr>\n
18<\/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 <\/td>\n<\/tr>\n
37<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
TABLE R301.2(4) NOMINAL (ASD) GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF) <\/td>\n<\/tr>\n
38<\/td>\nFIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (\u00b0F) <\/td>\n<\/tr>\n
39<\/td>\nFIGURE R301.2(2) SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
40<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
41<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
42<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
43<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
44<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
45<\/td>\nFIGURE R301.2(4) ULTIMATE DESIGN WIND SPEEDS Vult <\/td>\n<\/tr>\n
46<\/td>\nFIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
47<\/td>\nFIGURE R301.2(5)\u2014continued GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) <\/td>\n<\/tr>\n
48<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
49<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
TABLE R301.2.1.3 WIND SPEED CONVERSIONS <\/td>\n<\/tr>\n
50<\/td>\nTABLE R301.2.1.5.1 BASIC WIND MODIFICATION FOR TOPOGRAPHIC WIND EFFECT <\/td>\n<\/tr>\n
51<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
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
FIGURE R301.2.1.5.1(3) UPWIND OBSTRUCTION <\/td>\n<\/tr>\n
54<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
57<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
58<\/td>\nSECTION R302 FIRE-RESISTANT CONSTRUCTION
TABLE R302.1(1) EXTERIOR WALLS
TABLE R302.1(2) EXTERIOR WALLS\u2014DWELLINGS WITH FIRE SPRINKLERS <\/td>\n<\/tr>\n
61<\/td>\nTABLE R302.6 DWELLING\/GARAGE SEPARATION <\/td>\n<\/tr>\n
62<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
64<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
65<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
66<\/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
68<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
69<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
72<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION <\/td>\n<\/tr>\n
73<\/td>\nSECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS RESERVED
SECTION R314 SMOKE ALARMS
SECTION R315 CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
74<\/td>\nSECTION R316 FOAM PLASTIC <\/td>\n<\/tr>\n
76<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
77<\/td>\nSECTION R318 PROTECTION AGAINST TERMITES <\/td>\n<\/tr>\n
79<\/td>\nSECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
82<\/td>\nSECTION R323 STORM SHELTERS <\/td>\n<\/tr>\n
83<\/td>\nSECTION R324 AIRPORT NOISE <\/td>\n<\/tr>\n
84<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
85<\/td>\nTABLE R401.1 FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE B (plf)5, 6 <\/td>\n<\/tr>\n
86<\/td>\nTABLE R401.1\u2014continued FOUNDATION UPLIFT LIGHT STEEL & WOOD FRAME BUILDINGS IN EXPOSURE C (plf)5, 6 <\/td>\n<\/tr>\n
87<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
88<\/td>\nFIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
89<\/td>\nFIGURE 403.1(1)\u2014continued CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
90<\/td>\nFIGURE 403.1(1)\u2014continued CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
91<\/td>\nFIGURE 403.1(1)\u2014continued CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
92<\/td>\nFIGURE 403.1(1)\u2014continued CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
93<\/td>\nFIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
94<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
95<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
96<\/td>\nTABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a
FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS <\/td>\n<\/tr>\n
97<\/td>\nTABLE R403.1.2 FOUNDATION UPLIFT DESIGN DETAILS <\/td>\n<\/tr>\n
98<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
100<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS
TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
101<\/td>\nFIGURE R403.3(2) AIR-FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
102<\/td>\nTABLE R403.3(2) AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
103<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
104<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
105<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
106<\/td>\nTABLE R403.3(2)\u2014continued AIR-FREEZING INDEX FOR U.S. LOCATIONS BY COUNTY <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
108<\/td>\nFIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) <\/td>\n<\/tr>\n
109<\/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
110<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
111<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES <\/td>\n<\/tr>\n
112<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES <\/td>\n<\/tr>\n
113<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES <\/td>\n<\/tr>\n
114<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS
TABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
115<\/td>\nTABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
116<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
117<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
118<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
119<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
120<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
121<\/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
122<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
124<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
126<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
127<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
128<\/td>\nSECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
129<\/td>\nSECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
130<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
132<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
134<\/td>\nFIGURE R502.1.11 [IRC R502.8] CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
135<\/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
136<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND) <\/td>\n<\/tr>\n
137<\/td>\nSECTION R505 STEEL FLOOR FRAMING RESERVED
SECTION R506 CONCRETE FLOORS (ON GROUND)
SECTION R507 DECKS <\/td>\n<\/tr>\n
138<\/td>\nTABLE R507.2 FASTENER SPACING FOR A SOUTHERN PINE OR HEM-FIR DECK LEDGER ANDA 2-INCH-NOMINAL SOLID-SAWN SPRUCE-PINE-FIR BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf)
TABLE 507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
FIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS <\/td>\n<\/tr>\n
139<\/td>\nFIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <\/td>\n<\/tr>\n
140<\/td>\nFIGURE 507.2.3 DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
142<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
143<\/td>\nFIGURE R602.2.3(1) [IRC FIGURE R602.6(1)] NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
144<\/td>\nFIGURE R602.2.3(2) [IRC FIGURE R602.6(2)] NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
145<\/td>\nFIGURE R602.2.3.1 [IRC FIGURE R602.6.1] TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
147<\/td>\nSECTION R603 STEEL WALL FRAMING RESERVED
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
149<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
151<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE 606.13.2 LAP SPLICE LENGTHS <\/td>\n<\/tr>\n
152<\/td>\nTABLE R606.15.1 MINIMUM CORROSION PROTECTION <\/td>\n<\/tr>\n
153<\/td>\nFIGURE R606.13.9A CONTINUITY OF REINFORCEMENT, ONE-STORY MASONRY WALL
FIGURE R606.13.9B CONTINUITY OF FIRST- AND SECOND-FLOOR VERTICAL WALL REINFORCEMENT <\/td>\n<\/tr>\n
154<\/td>\nSECTION R607 UNIT MASONRY
TABLE R607.1 MORTAR PROPORTIONS <\/td>\n<\/tr>\n
155<\/td>\nSECTION R608 MULTIPLE-WYTHE MASONRY <\/td>\n<\/tr>\n
156<\/td>\nSECTION R609 GROUTED MASONRY
TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
157<\/td>\nFIGURE R609.2.4 CORNER CONTINUITY OF BOND BEAM AND WALL REINFORCEMENT <\/td>\n<\/tr>\n
158<\/td>\nFIGURE R609.2.5 CHANGES IN BOND BEAM HEIGHT
TABLE R609.4.4 ANCHOR BOLT SPACING FOR ATTACHING 2 \u00c3\u2014 4 MINIMUM WOOD NAILER TO RAKE BEAM <\/td>\n<\/tr>\n
159<\/td>\nTABLE R609.2.2A-1 GRADE 60 EXPOSURE BROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2 <\/td>\n<\/tr>\n
160<\/td>\nTABLE R609.2.2A-2 GRADE 60 ROOF EXPOSURE CROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2 <\/td>\n<\/tr>\n
161<\/td>\nTABLE R609.2.2A-3 GRADE 40 EXPOSURE BROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN <\/td>\n<\/tr>\n
162<\/td>\nTABLE R609.2.2A-4 GRADE 40 EXPOSURE CROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2 <\/td>\n<\/tr>\n
163<\/td>\nTABLE R609.2.2B-1 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2 <\/td>\n<\/tr>\n
164<\/td>\nTABLE R609.2.2B-2 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2 <\/td>\n<\/tr>\n
165<\/td>\nTABLE R609.2.2B-3 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2 <\/td>\n<\/tr>\n
166<\/td>\nTABLE R609.2.2B-4 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2 <\/td>\n<\/tr>\n
167<\/td>\nTABLE R609.2.2B-5 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
168<\/td>\nTABLE R609.2.2B-6 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
169<\/td>\nTABLE R609.2.2B-7 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
170<\/td>\nTABLE R609.2.2B-8 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN
TABLE R609.2.2C BOND BEAM AREA OF STEEL PROVIDED IN2\/FT <\/td>\n<\/tr>\n
171<\/td>\nTABLE R609.3.3A-1 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS (5\/8 IN.) <\/td>\n<\/tr>\n
172<\/td>\nTABLE R609.3.3A-2 GRADE 60 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS (1\/2 IN.) <\/td>\n<\/tr>\n
173<\/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
174<\/td>\nTABLE R609.3.3A-4 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 4 BARS (1\/2 IN.) <\/td>\n<\/tr>\n
175<\/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
176<\/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
177<\/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
178<\/td>\nTABLE R609.3.3 B-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
179<\/td>\nTABLE R609.4A WOOD GABLE BRACE NAILING
TABLE R609.4B WOOD GABLE STUD CONNECTOR LOADS <\/td>\n<\/tr>\n
180<\/td>\nFIGURE R609.4 GABLE END BRACING FOR MASONRY WALLS NOT CONTINUOUS TO THE ROOF DIAPHRAGM <\/td>\n<\/tr>\n
181<\/td>\nFIGURE R609.4.1 CONTINUOUS GABLE ENDWALL REINFORCEMENT ONE AND MULTISTORY <\/td>\n<\/tr>\n
182<\/td>\nFIGURE R609.4.5 GABLE OVERHANG <\/td>\n<\/tr>\n
183<\/td>\nTABLE R609.5.1A GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
184<\/td>\nTABLE R609.5.1B GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT 1,2,3,5 ROOF ANGLE 30 <\/td>\n<\/tr>\n
185<\/td>\nTABLE R609.5.1C GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
186<\/td>\nTABLE R609.5.1D GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 23\u00b0 <\/td>\n<\/tr>\n
187<\/td>\nTABLE R609.5.1E GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
188<\/td>\nTABLE R609.5.1F GRADE 60 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
189<\/td>\nTABLE R609.5.1G GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.4 REINFORCEMENT 1,2,3,5 ROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
190<\/td>\nTABLE R609.5.1H GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.5 REINFORCEMENT1,2,3,6 ROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
191<\/td>\nTABLE R609.5.1I GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.4 REINFORCEMENT1,2,3,5 ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
192<\/td>\nTABLE R609.5.1J GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.5 REINFORCEMENT 1,2,3,6 ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
193<\/td>\nTABLE R609.5.1K GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.4 REINFORCEMENT 1,2,3,5 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
194<\/td>\nTABLE R609.5.1L GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO.5 REINFORCEMENT 1,2,3,6 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
195<\/td>\nTABLE R609.5.1M GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,5 ROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
196<\/td>\nTABLE R609.5.1N GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.5 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,6 ROOF ANGLE \u2264 23\u00b0 <\/td>\n<\/tr>\n
197<\/td>\nTABLE R609.5.1O GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1,2,3,4,5 ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
198<\/td>\nTABLE R609.5.1P GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.5 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,6 ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
199<\/td>\nTABLE R609.5.1Q GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.4 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,5 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
200<\/td>\nTABLE R609.5.1R GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO.5 REINFORCEMENT PER FOOT OF BUILDING LENGTH 1,2,3,4,6 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
201<\/td>\nTABLE R609.5.3A TOTAL SHEAR AT TOP OF TOP STORY WALL 1,2 <\/td>\n<\/tr>\n
202<\/td>\nTABLE R609.5.3B TRANSVERSE CONNECTOR LOAD (F2)1,2
FIGURE R609.5.3 TYPICAL ROOF TO WALL CONNECTIONS <\/td>\n<\/tr>\n
203<\/td>\nTABLE R609.5.4 END WALL ROOF SHEAR PER FOOT OF BUILDING LENGTH <\/td>\n<\/tr>\n
204<\/td>\nTABLE R609.6.1.2(1) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY OF 6-INCH OR 8-INCH-THICK PREENGINEERED ASSEMBLIES SPANNING OPENINGS OF ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS1,3,4 <\/td>\n<\/tr>\n
205<\/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 3,4,5 <\/td>\n<\/tr>\n
206<\/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\u2014HOLLOWCORE FLOOR SYSTEM 3,4,5 <\/td>\n<\/tr>\n
207<\/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
208<\/td>\nTABLE R609.6.2.1(2) MAXIMUM CLEAR SPAN OF CONTINUOUS BOND BEAMS ACTING AS LINTELS BOTTOM STORY OFTWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS\u2014WOOD FLOOR SYSTEM <\/td>\n<\/tr>\n
209<\/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\u2014HOLLOWCORE SECOND FLOOR <\/td>\n<\/tr>\n
210<\/td>\nFIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
211<\/td>\nTABLE R609.6.3.2(1) COMBINED BOND BEAM\/LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS <\/td>\n<\/tr>\n
212<\/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
213<\/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
214<\/td>\nSECTION R610 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
215<\/td>\nSECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION
TABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa, b <\/td>\n<\/tr>\n
216<\/td>\nFIGURE R611.3(1) FLAT WALL SYSTEM
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
217<\/td>\nTABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS <\/td>\n<\/tr>\n
218<\/td>\nFIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
219<\/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
220<\/td>\nTABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND\/OR ALTERNATIVE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
221<\/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
222<\/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
223<\/td>\nTABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
224<\/td>\nTABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
225<\/td>\nTABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLSa, b, c, d, e <\/td>\n<\/tr>\n
226<\/td>\nTABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLSa, b, c, d, e, k, l <\/td>\n<\/tr>\n
227<\/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 STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
228<\/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 STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
229<\/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 STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
230<\/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 STORYa, c, d, e, f, g <\/td>\n<\/tr>\n
231<\/td>\nTABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g <\/td>\n<\/tr>\n
232<\/td>\nTABLE R611.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGEa, c, d, e, f, g <\/td>\n<\/tr>\n
233<\/td>\nFIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
234<\/td>\nFIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
235<\/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
236<\/td>\nTABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa, b <\/td>\n<\/tr>\n
237<\/td>\nTABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa, <\/td>\n<\/tr>\n
238<\/td>\nEQUATION R6-1
EQUATION R6-2 <\/td>\n<\/tr>\n
240<\/td>\nFIGURE R611.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
241<\/td>\nFIGURE R611.8(2) LINTEL FOR FLAT WALLS
FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
242<\/td>\nFIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
243<\/td>\nTABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONSa, b, d <\/td>\n<\/tr>\n
245<\/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
246<\/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
247<\/td>\nTABLE R611.8(3) 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
248<\/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
249<\/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
250<\/td>\nTABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d <\/td>\n<\/tr>\n
251<\/td>\nTABLE R611.8(5) 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
252<\/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
253<\/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
254<\/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
255<\/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
256<\/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
257<\/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
258<\/td>\nTABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h <\/td>\n<\/tr>\n
259<\/td>\nTABLE R611.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h
TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD BEARING WALLSc, d, e, f, g <\/td>\n<\/tr>\n
260<\/td>\nFIGURE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
261<\/td>\nTABLE R611.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR a, b, c <\/td>\n<\/tr>\n
262<\/td>\nFIGURE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
263<\/td>\nTABLE R611.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b <\/td>\n<\/tr>\n
264<\/td>\nFIGURE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
265<\/td>\nTABLE R611.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR a, b, c, d, e <\/td>\n<\/tr>\n
266<\/td>\nFIGURE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
267<\/td>\nTABLE R611.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
268<\/td>\nFIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
269<\/td>\nTABLE R611.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d <\/td>\n<\/tr>\n
270<\/td>\nFIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
271<\/td>\nTABLE R611.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c, d <\/td>\n<\/tr>\n
272<\/td>\nFIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
273<\/td>\nTABLE R611.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR a, b, c, d, e <\/td>\n<\/tr>\n
274<\/td>\nFIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
275<\/td>\nTABLE R611.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
276<\/td>\nFIGURE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
277<\/td>\nTABLE R611.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
278<\/td>\nFIGURE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
279<\/td>\nTABLE R611.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
280<\/td>\nFIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
281<\/td>\nTABLE R611.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
282<\/td>\nFIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
283<\/td>\nTABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
284<\/td>\nFIGURE R612.7.2(1) THROUGH THE FRAME
FIGURE R612.7.2(2) FRAME CLIP
FIGURE R612.7.2(3) THROUGH THE FRAME
FIGURE R612.7.2(4) FRAME CLIP <\/td>\n<\/tr>\n
285<\/td>\nFIGURE R612.7.2(5) THROUGH THE FLANGE
FIGURE R612.7.2(6) THROUGH THE FLANGE
FIGURE R612.7.2(7) FRAME CLIP
FIGURE R612.7.2(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
286<\/td>\nSECTION R612 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
287<\/td>\nTABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE
TABLE R613.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS <\/td>\n<\/tr>\n
288<\/td>\nSECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION <\/td>\n<\/tr>\n
289<\/td>\nFIGURE R613.4 SIP WALL PANEL <\/td>\n<\/tr>\n
290<\/td>\nTABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY <\/td>\n<\/tr>\n
291<\/td>\nTABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF <\/td>\n<\/tr>\n
292<\/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
293<\/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
294<\/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
295<\/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
296<\/td>\nFIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 11 7\/8-INCH-DEEP SIP HEADERS (feet)a <\/td>\n<\/tr>\n
297<\/td>\nSECTION R614 COMBINED CONCRETE, MASONRY, OR ICF AND WOOD EXTERIOR WALL CONSTRUCTION
FIGURE R614.3(1) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL CONNECTION FOR GYPSUM BOARD CEILING DIAPHRAGM <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R614.3(2) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL FOR GYPSUM BOARD CEILING DIAPHRAGM
SECTION R615 IMPACT-RESISTANT COVERINGS <\/td>\n<\/tr>\n
300<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
301<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
302<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
303<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES <\/td>\n<\/tr>\n
304<\/td>\nTABLE R702.7.1 CLASS III VAPOR RETARDERS
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
306<\/td>\nTABLE R703.4 WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
307<\/td>\nTABLE R703.4\u2014continued WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
308<\/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
309<\/td>\nFIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
310<\/td>\nFIGURE R703.7\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
311<\/td>\nTABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
312<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
313<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
TABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c, d
TABLE R703.7.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING <\/td>\n<\/tr>\n
314<\/td>\nTABLE R703.7.4 TIE ATTACHMENT AND AIR SPACE REQUIREMENTS
FIGURE R703.7.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
318<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
321<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING <\/td>\n<\/tr>\n
322<\/td>\nFIGURE R802.1.8.1.1 [IRC 802.7.1.1] RAFTER NOTCH
FIGURE R802.1.8.1.2 [IRC R.802.7.1.2] CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
323<\/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
324<\/td>\nTABLE R806.5 INSULATION FOR CONDENSATION CONTROL
SECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
326<\/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
327<\/td>\nSECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
328<\/td>\nTABLE R905.2.6.1 WIND RESISTANCE OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
331<\/td>\nTABLE 905.4.4 METAL ROOF COVERINGS <\/td>\n<\/tr>\n
332<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP <\/td>\n<\/tr>\n
333<\/td>\nTABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
334<\/td>\nTABLE R905.7.7 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
335<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
336<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
338<\/td>\nTABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
339<\/td>\nSECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
340<\/td>\nTABLE R907.7.1.2 SUPPLEMENT FASTENERS AT PANEL EDGES AND INTERMEDIATE FRAMING <\/td>\n<\/tr>\n
342<\/td>\nTABLE R907.8.1 REQUIRED UPLIFT CAPACITIES FOR ROOF-TO-WALL CONNECTIONSa, b (POUNDS PER LINEAR FOOT) <\/td>\n<\/tr>\n
344<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
345<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
346<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
347<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
348<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
350<\/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
351<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
352<\/td>\nTABLE R1003.20 CRICKET DIMENSIONS
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET
SECTION R1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
353<\/td>\nSECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
354<\/td>\nPART IV – ENERGY CONSERVATION
CHAPTER 11 [RE] ENERGY EFFICIENCY
SECTION N1101 GENERAL <\/td>\n<\/tr>\n
356<\/td>\nPART V – MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
358<\/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
359<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION <\/td>\n<\/tr>\n
360<\/td>\nSECTION M1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
361<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
362<\/td>\nFIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
363<\/td>\nSECTION M1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
364<\/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
365<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES <\/td>\n<\/tr>\n
366<\/td>\nSECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
367<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION M1414 FIREPLACE STOVES <\/td>\n<\/tr>\n
368<\/td>\nSECTION M1415 MASONRY HEATERS <\/td>\n<\/tr>\n
370<\/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
371<\/td>\nSECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS
SECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS <\/td>\n<\/tr>\n
372<\/td>\nSECTION M1507 MECHANICAL VENTILATION
TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b
TABLE M1507.4 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
374<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION
TABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS
TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING <\/td>\n<\/tr>\n
376<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
378<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL <\/td>\n<\/tr>\n
380<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS <\/td>\n<\/tr>\n
381<\/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
382<\/td>\nSECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
384<\/td>\nCHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS
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
386<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS
TABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS <\/td>\n<\/tr>\n
387<\/td>\nSECTION M2004 WATER HEATERS USED FOR SPACE HEATING
SECTION M2005 WATER HEATERS
SECTION M2006 POOL HEATERS <\/td>\n<\/tr>\n
388<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
TABLE M2101.9 HANGER SPACING INTERVALS
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n
389<\/td>\nTABLE M2101.1 HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
390<\/td>\nSECTION M2104 LOW TEMPERATURE PIPING
SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
392<\/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
393<\/td>\nSECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
394<\/td>\nCHAPTER 23 SOLAR ENERGY SYSTEMS
SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS
SECTION M2302 PHOTOVOLTAIC SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
396<\/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
402<\/td>\nSECTION G2404 (301) GENERAL <\/td>\n<\/tr>\n
403<\/td>\nSECTION G2405 (302) STRUCTURAL SAFETY
SECTION G2406 (303) APPLIANCE LOCATION
SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR <\/td>\n<\/tr>\n
404<\/td>\nEQUATION 24-1
EQUATION 24-2
FIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3) <\/td>\n<\/tr>\n
405<\/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 (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
406<\/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
407<\/td>\nSECTION G2408 (305) INSTALLATION <\/td>\n<\/tr>\n
408<\/td>\nSECTION G2409 (308) CLEARANCE REDUCTION
FIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS <\/td>\n<\/tr>\n
409<\/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
410<\/td>\nTABLE G2409.2 (308.2)a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
411<\/td>\nSECTION G2410 (309) ELECTRICAL
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GENERAL <\/td>\n<\/tr>\n
412<\/td>\nSECTION G2413 (402) PIPE SIZING
TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES <\/td>\n<\/tr>\n
413<\/td>\nEQUATION 24-3
EQUATION 24-4
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
SECTION G2414 (403) PIPING MATERIALS <\/td>\n<\/tr>\n
414<\/td>\nTABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
415<\/td>\nTABLE G2413.4(2) [402.4(5)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
416<\/td>\nTABLE G2413.4(3) [402.4(9)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
417<\/td>\nTABLE G2413.4(4) [402.4(12)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
418<\/td>\nTABLE G2413.4(5) [402.4(15)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
419<\/td>\nTABLE G2413.4(6) [402.4(18)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
420<\/td>\nTABLE G2413.4(7) [402.4(21)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
421<\/td>\nTABLE G2413.4(8) [402.4(22)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
422<\/td>\nTABLE G2413.4(9) [402.4(25] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
423<\/td>\nTABLE G2413.4(10) [402.4(26)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
424<\/td>\nTABLE G2413.4(11) [402.4(27)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
425<\/td>\nTABLE G2413.4(12) [402.4(28)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
426<\/td>\nTABLE G2413.4(13) [402.4(29)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
427<\/td>\nTABLE G2413.4(14) [402.4(30)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
428<\/td>\nTABLE G2413.4(15) [402.4(31)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
429<\/td>\nTABLE G2413.4(16) [402.4(32)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
430<\/td>\nTABLE G2413.4(17) [402.4(33)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
431<\/td>\nTABLE G2413.4(18) [402.4(34)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
432<\/td>\nTABLE G2413.4(19) [402.4(35)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
433<\/td>\nTABLE G2413.4(20) [402.4(36)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
434<\/td>\nTABLE G2413.4(21) [402.4(37)] POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
435<\/td>\nTABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
436<\/td>\nSECTION G2415 (404) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
438<\/td>\nSECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 (406) INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
440<\/td>\nTABLE G2417.7.1.1 SIZE AND LENGTH OF PIPING <\/td>\n<\/tr>\n
441<\/td>\nSECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING
FIGURE G2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
SECTION G2420 (409) GAS SHUTOFF VALVES <\/td>\n<\/tr>\n
442<\/td>\nTABLE G2420.1.1 MANUAL GAS VALVE STANDARDS
SECTION G2421 (410) FLOW CONTROLS <\/td>\n<\/tr>\n
443<\/td>\nSECTION G2422 (411) APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
444<\/td>\nSECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS
SECTION G2424 (415) PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING
SECTION G2425 (501) GENERAL <\/td>\n<\/tr>\n
445<\/td>\nSECTION G2426 (502) VENTS <\/td>\n<\/tr>\n
446<\/td>\nSECTION G2427 (503) VENTING OF APPLIANCES <\/td>\n<\/tr>\n
447<\/td>\nTABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
448<\/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
450<\/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
453<\/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
454<\/td>\nTABLE G2427.10.5 (503.10.5)a CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
455<\/td>\nSECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
457<\/td>\nTABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
459<\/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
SECTION G2433 (603) LOG LIGHTERS <\/td>\n<\/tr>\n
460<\/td>\nTABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
461<\/td>\nTABLE G2428.2(1) [504.2(1)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
462<\/td>\nTABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
463<\/td>\nTABLE G2428.2(2) [504.2(2)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
464<\/td>\nTABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
465<\/td>\nTABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
466<\/td>\nTABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
467<\/td>\nTABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
468<\/td>\nSECTION 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
469<\/td>\nSECTION 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
470<\/td>\nSECTION G2440 (615) SAUNA HEATERS
SECTION G2441 (617) POOL AND SPA HEATERS
SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
471<\/td>\nSECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS <\/td>\n<\/tr>\n
472<\/td>\nSECTION G2446 (622) VENTED ROOM HEATERS
SECTION G2447 (623) COOKING APPLIANCES
SECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR CONDITIONING APPLIANCES <\/td>\n<\/tr>\n
473<\/td>\nSECTION G2450 (628) ILLUMINATING APPLIANCES
SECTION G2451 (630) INFRARED RADIANT HEATERS
SECTION G2452 (631) BOILERS
SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA
SECTION G2454 (636) OUTDOOR DECORATIVE APPLIANCES <\/td>\n<\/tr>\n
474<\/td>\nTABLE 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
476<\/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
478<\/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
479<\/td>\nSECTION P2604 TRENCHING AND BACKFILLING
FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS
SECTION P2605 SUPPORT <\/td>\n<\/tr>\n
480<\/td>\nTABLE P2605.1 PIPING SUPPORT
SECTION P2606 PENETRATIONS
SECTION P2607 WATERPROOFING OF OPENINGS
SECTION P2608 WORKMANSHIP
SECTION P2609 MATERIALS EVALUATION AND LISTING <\/td>\n<\/tr>\n
482<\/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
483<\/td>\nTABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
484<\/td>\nSECTION P2707 DIRECTIONAL FITTINGS
SECTION P2708 SHOWERS
SECTION P2709 SHOWER RECEPTORS <\/td>\n<\/tr>\n
485<\/td>\nSECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES
SECTION P2712 WATER CLOSETS <\/td>\n<\/tr>\n
486<\/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
487<\/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
488<\/td>\nCHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL
SECTION P2802 WATER HEATERS USED FOR SPACE HEATING
SECTION P2803 RELIEF VALVES <\/td>\n<\/tr>\n
490<\/td>\nCHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY
TABLE P2902.3.1 MINIMUM AIR GAPS <\/td>\n<\/tr>\n
491<\/td>\nTABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
492<\/td>\nSECTION P2903 WATER-SUPPLY SYSTEM <\/td>\n<\/tr>\n
493<\/td>\nTABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE
TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb
TABLE P2903.8.1 MANIFOLD SIZING <\/td>\n<\/tr>\n
494<\/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
495<\/td>\nTABLE P2903.6(1)\u2014continued CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES
SECTION P2904 DWELLING UNIT FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
496<\/td>\nFIGURE P2903.10 TYPICAL FROST PROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE <\/td>\n<\/tr>\n
497<\/td>\nFIGURE P2904.2.4.2 MINIMUM ALLOWABLE DISTANCE BETWEEN SPRINKLER AND OBSTRUCTION <\/td>\n<\/tr>\n
498<\/td>\nTABLE P2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
499<\/td>\nEQUATION 29-1 <\/td>\n<\/tr>\n
500<\/td>\nTABLE P2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b <\/td>\n<\/tr>\n
501<\/td>\nTABLE P2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE P2904.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n
502<\/td>\nTABLE P2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
503<\/td>\nTABLE P2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
504<\/td>\nTABLE P2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
505<\/td>\nTABLE P2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
506<\/td>\nTABLE P2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
507<\/td>\nTABLE P2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX AND PE-RT TUBING <\/td>\n<\/tr>\n
508<\/td>\nSECTION P2905 MATERIALS, JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
509<\/td>\nTABLE P2905.4 WATER SERVICE PIPE <\/td>\n<\/tr>\n
510<\/td>\nTABLE P2905.5 WATER DISTRIBUTION PIPE
TABLE P2905.6 PIPE FITTINGS <\/td>\n<\/tr>\n
512<\/td>\nSECTION P2906 CHANGES IN DIRECTION
SECTION P2907 SUPPORT
SECTION P2908 DRINKING WATER TREATMENT UNITS <\/td>\n<\/tr>\n
514<\/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
515<\/td>\nTABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE P3002.2 BUILDING SEWER PIPE <\/td>\n<\/tr>\n
516<\/td>\nTABLE P3002.3 PIPE FITTINGS
SECTION P3003 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
519<\/td>\nSECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS
TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES
SECTION P3005 DRAINAGE SYSTEM <\/td>\n<\/tr>\n
520<\/td>\nTABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
521<\/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
522<\/td>\nSECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS <\/td>\n<\/tr>\n
523<\/td>\nTABLE 3007.6 MINIMUM CAPACITY OF SEWAGE PUMP OR SEWAGE EJECTOR
SECTION P3008 BACKWATER VALVES
SECTION P3009 GRAY WATER RECYCLING SYSTEMS <\/td>\n<\/tr>\n
524<\/td>\nFIGURE P3009.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
526<\/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
527<\/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
528<\/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
529<\/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
530<\/td>\nTABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS <\/td>\n<\/tr>\n
532<\/td>\nCHAPTER 32 TRAPS
SECTION P3201 FIXTURE TRAPS
TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES <\/td>\n<\/tr>\n
534<\/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
536<\/td>\nPART VIII – ELECTRICAL
CHAPTER 34 GENERAL REQUIREMENTS
SECTION E3401 GENERAL <\/td>\n<\/tr>\n
537<\/td>\nSECTION E3402 BUILDING STRUCTURE PROTECTION
SECTION E3403 INSPECTION AND APPROVAL
SECTION E3404 GENERAL EQUIPMENT REQUIREMENTS <\/td>\n<\/tr>\n
538<\/td>\nTABLE E3404.4 ENCLOSURE SELECTION
SECTION E3405 EQUIPMENT LOCATION AND CLEARANCES <\/td>\n<\/tr>\n
539<\/td>\nSECTION E3406 ELECTRICAL CONDUCTORS AND CONNECTIONS <\/td>\n<\/tr>\n
540<\/td>\nFIGURE E3405.1a, b, c, d, e WORKING SPACE AND CLEARANCES <\/td>\n<\/tr>\n
541<\/td>\nTABLE E3406.9 CONDUCTOR STRANDINGc
SECTION E3407 CONDUCTOR AND TERMINAL IDENTIFICATION <\/td>\n<\/tr>\n
544<\/td>\nCHAPTER 35 ELECTRICAL DEFINITIONS
SECTION E3501 GENERAL <\/td>\n<\/tr>\n
548<\/td>\nCHAPTER 36 SERVICES
SECTION E3601 GENERAL SERVICES
SECTION E3602 SERVICE SIZE AND RATING
TABLE E3602.2 MINIMUM SERVICE LOAD CALCULATION <\/td>\n<\/tr>\n
549<\/td>\nSECTION E3603 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING
TABLE E3603.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING <\/td>\n<\/tr>\n
550<\/td>\nSECTION E3604 OVERHEAD SERVICE AND SERVICE ENTRANCE CONDUCTOR INSTALLATION
FIGURE E3604.1 CLEARANCES FROM BUILDING OPENINGS <\/td>\n<\/tr>\n
551<\/td>\nFIGURE E3604.2.1 CLEARANCES FROM ROOFS <\/td>\n<\/tr>\n
552<\/td>\nSECTION E3605 SERVICE-ENTRANCE CONDUCTORS
SECTION E3606 SERVICE EQUIPMENT\u2014GENERAL <\/td>\n<\/tr>\n
553<\/td>\nSECTION E3607 SYSTEM GROUNDING
SECTION E3608 GROUNDING ELECTRODE SYSTEM <\/td>\n<\/tr>\n
555<\/td>\nSECTION E3609 BONDING <\/td>\n<\/tr>\n
556<\/td>\nSECTION E3610 GROUNDING ELECTRODE CONDUCTORS
SECTION E3611 GROUNDING ELECTRODE CONDUCT OR CONNECTION TO THE GROUNDING ELECTRODES <\/td>\n<\/tr>\n
558<\/td>\nCHAPTER 37 BRANCH CIRCUIT AND FEEDER REQUIREMENTS
SECTION E3701 GENERAL
SECTION E3702 BRANCH CIRCUIT RATINGS <\/td>\n<\/tr>\n
559<\/td>\nTABLE E3702.13 BRANCH-CIRCUIT REQUIREMENTS-SUMMARYa, b
SECTION E3703 REQUIRED BRANCH CIRCUITS <\/td>\n<\/tr>\n
560<\/td>\nSECTION E3704 FEEDER REQUIREMENTS
TABLE E3704.2(1) FEEDER LOAD CALCULATION <\/td>\n<\/tr>\n
561<\/td>\nTABLE E3704.2(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13\/4 kVA RATINGa, b
SECTION E3705 CONDUCTOR SIZING AND OVER CURRENT PROTECTION
TABLE E3705.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
562<\/td>\nTABLE E3705.1 ALLOWABLE AMPACITIES
TABLE E3705.2 AMBIENT TEMPERATURE CORRECTION FACTORS <\/td>\n<\/tr>\n
563<\/td>\nTABLE E3705.5.3 OVERCURRENT-PROTECTION RATING <\/td>\n<\/tr>\n
564<\/td>\nSECTION E3706 PANELBOARDS <\/td>\n<\/tr>\n
566<\/td>\nCHAPTER 38 WIRING METHODS
SECTION E3801 GENERAL REQUIREMENTS
TABLE E3801.2 ALLOWABLE WIRING METHODS
SECTION E3802 ABOVE-GROUND INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
567<\/td>\nTABLE E3801.4 ALLOWABLE APPLICATIONS FOR WIRING METHODS
SECTION E3803 UNDERGROUND INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
568<\/td>\nTABLE E3802.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS <\/td>\n<\/tr>\n
569<\/td>\nTABLE E3803.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHES <\/td>\n<\/tr>\n
572<\/td>\nCHAPTER 39 POWER AND LIGHTING DISTRIBUTION
SECTION E3901 RECEPTACLE OUTLETS
FIGURE E3901.2 GENERAL USE RECEPTACLE DISTRIBUTION <\/td>\n<\/tr>\n
573<\/td>\nFIGURE E3901.4 COUNTERTOP RECEPTACLES
FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE <\/td>\n<\/tr>\n
574<\/td>\nSECTION E3902 GROUND-FAULT AND ARC-FAULT CIRCUIT INTERRUPTER PROTECTION <\/td>\n<\/tr>\n
575<\/td>\nSECTION E3903 LIGHTING OUTLETS <\/td>\n<\/tr>\n
576<\/td>\nSECTION E3904 GENERAL INSTALLATION REQUIREMENTS
SECTION E3905 BOXES, CONDUIT BODIES AND FITTINGS <\/td>\n<\/tr>\n
577<\/td>\nTABLE E3904.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT)a <\/td>\n<\/tr>\n
578<\/td>\nTABLE E3904.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT)a <\/td>\n<\/tr>\n
579<\/td>\nTABLE E3904.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC)a <\/td>\n<\/tr>\n
580<\/td>\nTABLE E3904.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a <\/td>\n<\/tr>\n
581<\/td>\nTABLE E3904.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B)a <\/td>\n<\/tr>\n
582<\/td>\nTABLE E3904.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A)a <\/td>\n<\/tr>\n
583<\/td>\nTABLE E3904.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC)a <\/td>\n<\/tr>\n
584<\/td>\nTABLE E3904.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC)a <\/td>\n<\/tr>\n
585<\/td>\nTABLE E3904.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a <\/td>\n<\/tr>\n
586<\/td>\nTABLE E3904.6(9)\u2014continued MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80)a <\/td>\n<\/tr>\n
587<\/td>\nTABLE E3904.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40)a <\/td>\n<\/tr>\n
589<\/td>\nTABLE E3905.12.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXES
TABLE E3905.12.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR <\/td>\n<\/tr>\n
590<\/td>\nSECTION E3906 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS <\/td>\n<\/tr>\n
592<\/td>\nSECTION E3907 CABINETS AND PANELBOARDS <\/td>\n<\/tr>\n
593<\/td>\nTABLE E3907.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS
SECTION E3908 GROUNDING <\/td>\n<\/tr>\n
595<\/td>\nTABLE E3908.12 EQUIPMENT GROUNDING CONDUCTOR SIZING <\/td>\n<\/tr>\n
596<\/td>\nSECTION E3909 FLEXIBLE CORDS
TABLE E3909.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS <\/td>\n<\/tr>\n
598<\/td>\nCHAPTER 40 DEVICES AND LUMINAIRES
SECTION E4001 SWITCHES <\/td>\n<\/tr>\n
599<\/td>\nSECTION E4002 RECEPTACLES
TABLE E4002.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS <\/td>\n<\/tr>\n
600<\/td>\nSECTION E4003 FIXTURES <\/td>\n<\/tr>\n
601<\/td>\nFIGURE E4003.12 CLOSET STORAGE SPACE <\/td>\n<\/tr>\n
602<\/td>\nSECTION E4004 LUMINAIRE INSTALLATION
SECTION E4005 TRACK LIGHTING <\/td>\n<\/tr>\n
604<\/td>\nCHAPTER 41 APPLIANCE INSTALLATION
SECTION E4101 GENERAL
TABLE E4101.3 FLEXIBLE CORD LENGTH <\/td>\n<\/tr>\n
605<\/td>\nTABLE E4101.5 DISCONNECTING MEANS <\/td>\n<\/tr>\n
606<\/td>\nTABLE E4101.5\u2014continued DISCONNECTING MEANS <\/td>\n<\/tr>\n
608<\/td>\nCHAPTER 42 SWIMMING POOLS [ELECTRICAL PROVISIONS]
SECTION E4201 GENERAL
SECTION E4202 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDROMASSAGE BATHTUBS <\/td>\n<\/tr>\n
609<\/td>\nTABLE E4202.1 ALLOWABLE APPLICATIONS FOR WIRING METHODS <\/td>\n<\/tr>\n
610<\/td>\nSECTION E4203 EQUIPMENT LOCATION AND CLEARANCES <\/td>\n<\/tr>\n
611<\/td>\nTABLE E4203.5 OVERHEAD CONDUCTOR CLEARANCES
SECTION E4204 BONDING <\/td>\n<\/tr>\n
612<\/td>\nTABLE E4203.7 MINIMUM BURIAL DEPTHS <\/td>\n<\/tr>\n
614<\/td>\nSECTION E4205 GROUNDING <\/td>\n<\/tr>\n
615<\/td>\nSECTION E4206 EQUIPMENT INSTALLATION <\/td>\n<\/tr>\n
617<\/td>\nSECTION E4207 STORABLE SWIMMING POOLS <\/td>\n<\/tr>\n
618<\/td>\nSECTION E4208 SPAS AND HOT TUBS
SECTION E4209 HYDROMASSAGE BATHTUBS <\/td>\n<\/tr>\n
620<\/td>\nCHAPTER 43 CLASS 2 REMOTE-CONTROL,SIGNALING AND POWER-LIMITED CIRCUITS
SECTION E4301 GENERAL
SECTION E4302 POWER SOURCES
SECTION E4303 WIRING METHODS
TABLE E4303.2 CABLE USES AND PERMITTED SUBSTITUTIONS
SECTION E4304 INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
622<\/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
624<\/td>\nCHAPTER 45 PRIVATE SWIMMING POOLS
SECTION E4501 GENERAL <\/td>\n<\/tr>\n
632<\/td>\nPART IX – REFERENCED STANDARDS
CHAPTER 46 REFERENCED STANDARDS
AAF
AAMA <\/td>\n<\/tr>\n
633<\/td>\nACI
ACCA
AFPA
AISI <\/td>\n<\/tr>\n
634<\/td>\nAITC
ANSI <\/td>\n<\/tr>\n
635<\/td>\nAPA
APSP
ASCE\/SEI <\/td>\n<\/tr>\n
636<\/td>\nASHRAE
ASME <\/td>\n<\/tr>\n
637<\/td>\nASSE <\/td>\n<\/tr>\n
638<\/td>\nASTM <\/td>\n<\/tr>\n
646<\/td>\nAWPA
AWS <\/td>\n<\/tr>\n
647<\/td>\nAWWA
CGSB
CISPI
CPA <\/td>\n<\/tr>\n
648<\/td>\nCPSC
CSA <\/td>\n<\/tr>\n
649<\/td>\nCSSB
DASMA <\/td>\n<\/tr>\n
650<\/td>\nDOC
DOTn
FEMA
Florida Codes <\/td>\n<\/tr>\n
651<\/td>\nFM
FRSA
GA
HPVA <\/td>\n<\/tr>\n
652<\/td>\nHVI
ICC
ISO
MAF
MSS <\/td>\n<\/tr>\n
653<\/td>\nNAIMA
NCMA
NFPA
NSF <\/td>\n<\/tr>\n
654<\/td>\nPCA
SBCA
SDI
SMACNA
TMS <\/td>\n<\/tr>\n
655<\/td>\nTPI
UL <\/td>\n<\/tr>\n
656<\/td>\nULC
US-FTC <\/td>\n<\/tr>\n
657<\/td>\nWDMA <\/td>\n<\/tr>\n
658<\/td>\nAPPENDIX A SIZING AND CAPACITIES OF GAS PIPING
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTION OF TABLES <\/td>\n<\/tr>\n
659<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
660<\/td>\nTABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
661<\/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
A.3 USE OF CAPACITY TABLES <\/td>\n<\/tr>\n
663<\/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
A.4 USE OF SIZING EQUATIONS <\/td>\n<\/tr>\n
664<\/td>\nA.5 PIPE AND TUBE DIAMETERS
TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING <\/td>\n<\/tr>\n
665<\/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
666<\/td>\nFIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n
667<\/td>\nFIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
670<\/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 SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR <\/td>\n<\/tr>\n
671<\/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
672<\/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
673<\/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
674<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
675<\/td>\nEXAMPLES USING COMMON VENTING TABLES
FIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES
FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT <\/td>\n<\/tr>\n
677<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
678<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
680<\/td>\nAPPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTE
APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n
682<\/td>\nAPPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
684<\/td>\nAPPENDIX E FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS Effective: June 1, 1994
INTRODUCTION
PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS
FOREWORD <\/td>\n<\/tr>\n
685<\/td>\nCHAPTER E1 ADMINISTRATION
E101 GENERAL
CHAPTER E2 DEFINITIONS
E201 GENERAL
E202 DEFINITIONS <\/td>\n<\/tr>\n
686<\/td>\nCHAPTER E3 TESTING
E301 GENERAL
CHAPTER E4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING
E401 GENERAL
E402 SEALING CRACKS AND JOINTS IN CONCRETE FLOORS AND WALLS <\/td>\n<\/tr>\n
687<\/td>\nE403 FLOORS OVER CRAWL SPACE
E404 COMBINED CONSTRUCTION TYPES
E405 APPROVED SEALANT MATERIALS
E406 SPACE CONDITIONING AND VENTILATION SYSTEMS <\/td>\n<\/tr>\n
688<\/td>\nCHAPTER E5 ENGINEERED SYSTEMS
E501 GENERAL
E502 DESIGN CRITERIA
CHAPTER E6 SOIL DEPRESSURIZATION SYSTEMS
E601 GENERAL
E602 SOIL DEPRESSURIZATION SYSTEM INSTALLATION CRITERIA <\/td>\n<\/tr>\n
689<\/td>\nE603 SOIL DEPRESSURIZATION SYSTEM DESIGN CRITERIA
E604 CRAWLSPACE VENTILATION <\/td>\n<\/tr>\n
692<\/td>\nAPPENDIX F FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION
CHAPTER F1 GENERAL
F101 GENERAL
F102 INTENT
F103 SCOPE
F104 COMPLIANCE
CHAPTER F2 DEFINITIONS
F201 GENERAL
F202 DEFINITIONS <\/td>\n<\/tr>\n
694<\/td>\nCHAPTER F3 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL
F301 GENERAL
F302 SUBSLAB AND SOIL COVER MEMBRANES
F303 FLOOR SLAB-ON-GRADE BUILDINGS <\/td>\n<\/tr>\n
696<\/td>\nF304 SLAB-BELOW-GRADE CONSTRUCTION
F305 BUILDINGS WITH CRAWL SPACES
F306 BUILDINGS WITH COMBINATION FLOOR SYSTEMS
F307 SPACE CONDITIONING SYSTEMS <\/td>\n<\/tr>\n
698<\/td>\nAPPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS RESERVED <\/td>\n<\/tr>\n
700<\/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 SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS <\/td>\n<\/tr>\n
701<\/td>\nTABLE AH106.4(1) DESIGN WIND PRESSURES FOR ALUMINUM SCREEN ENCLOSURE FRAMING WITH AN IMPORTANCE FACTOR OF 0.77
TABLE AH106.4(2) HEIGHT ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
702<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL
SECTION AI101 GENERAL <\/td>\n<\/tr>\n
704<\/td>\nAPPENDIX J EXISTING BUILDINGS AND STRUCTURES
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE
SECTION AJ103 PRELIMINARY MEETING <\/td>\n<\/tr>\n
705<\/td>\nSECTION AJ104 EVALUATION OF AN EXISTING BUILDING
SECTION AJ105 PERMIT
SECTION AJ201 DEFINITIONS
SECTION AJ301 REPAIRS <\/td>\n<\/tr>\n
706<\/td>\nSECTION AJ401 RENOVATIONS
SECTION AJ501 ALTERATIONS <\/td>\n<\/tr>\n
707<\/td>\nSECTION AJ601 RECONSTRUCTION <\/td>\n<\/tr>\n
708<\/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
710<\/td>\nAPPENDIX L PERMIT FEES <\/td>\n<\/tr>\n
712<\/td>\nAPPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY
SECTION AM101 GENERAL
SECTION AM102 DEFINITION
SECTION AM103 MEANS OF EGRESS <\/td>\n<\/tr>\n
713<\/td>\nSECTION AM104 SMOKE DETECTION <\/td>\n<\/tr>\n
714<\/td>\nAPPENDIX N VENTING METHODS
FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
715<\/td>\nFIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
716<\/td>\nFIGURE N3 TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
717<\/td>\nFIGURE N4 TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
718<\/td>\nFIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
719<\/td>\nFIGURE N6 WASTE STACK VENTING
FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH <\/td>\n<\/tr>\n
720<\/td>\nAPPENDIX O AUTOMATIC VEHICULAR GATES
SECTION AO101 GENERAL
SECTION AO102 DEFINITION
SECTION AO103 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
722<\/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
726<\/td>\nTABLE AP.1
TABLE AP.2 <\/td>\n<\/tr>\n
727<\/td>\nFIGURE AP103.3(1) EXAMPLE\u2014SIZING <\/td>\n<\/tr>\n
728<\/td>\nTABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
729<\/td>\nTABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
730<\/td>\nTABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
731<\/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
732<\/td>\nTABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet)
TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) <\/td>\n<\/tr>\n
733<\/td>\nFIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
734<\/td>\nFIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPE (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
735<\/td>\nFIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPE (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
736<\/td>\nFIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
737<\/td>\nFIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPE <\/td>\n<\/tr>\n
738<\/td>\nFIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n
739<\/td>\nSECTION AP201 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
740<\/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
741<\/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
742<\/td>\nAPPENDIX Q FLORIDA RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS REFERENCE <\/td>\n<\/tr>\n
758<\/td>\nINDEX <\/td>\n<\/tr>\n
772<\/td>\nFLORIDA BUILDING CODE – BUILDING, FIFTH EDITION (2014) CHAPTER 1 <\/td>\n<\/tr>\n
774<\/td>\nCHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
776<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
777<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
782<\/td>\nSECTION 106 FLOOR AND ROOF DESIGN LOADS
SECTION 107 SUBMITTAL DOCUMENTS <\/td>\n<\/tr>\n
786<\/td>\nSECTION 108 TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n
787<\/td>\nSECTION 109 FEES
SECTION 110 INSPECTIONS <\/td>\n<\/tr>\n
790<\/td>\nSECTION 111 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
791<\/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
SECTION 117 VARIANCES IN FLOOD HAZARD AREAS <\/td>\n<\/tr>\n
792<\/td>\nSIGNIFICANT CHANGES TO THE 5TH EDITION (2014) FLORIDA BUILDING CODE: BUILDING AND RESIDENTIAL <\/td>\n<\/tr>\n
793<\/td>\nTHE INTERNATIONAL CODE COUNCIL’S TRAINING AND EDUCATION DEPARTMENT <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code – Residential, 5th 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>\n2014<\/td>\n793<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":139811,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-139809","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\/139809","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\/139811"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=139809"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=139809"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=139809"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}