{"id":10267,"date":"2024-10-16T20:15:27","date_gmt":"2024-10-16T20:15:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/fl-residential-07-2007\/"},"modified":"2024-10-24T11:19:48","modified_gmt":"2024-10-24T11:19:48","slug":"fl-residential-07-2007","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/fl\/fl-residential-07-2007\/","title":{"rendered":"FL Residential 07 2007"},"content":{"rendered":"

This is a fully integrated code based on the 2006 International Residential Code<\/em>. <\/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\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\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>\n2007 FLORIDA BUILDING CODE: RESIDENTIAL <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
3<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
13<\/td>\nPART I — ADMINISTRATIVE
CHAPTER 1 ADMINISTRATION
SECTION R101 TITLE, SCOPE AND PURPOSE
SECTION R102 APPLICABILITY
SECTION R103 DEPARTMENT OF BUILDING SAFETY
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
SECTION R105 PERMITS
SECTION R106 CONSTRUCTION DOCUMENTS
SECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES
SECTION R109 INSPECTIONS
SECTION R110 CERTIFICATE OF OCCUPANCY
SECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS
SECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER <\/td>\n<\/tr>\n
15<\/td>\nPART II DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
29<\/td>\nPART III — BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA
TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
30<\/td>\nTABLE R301.2(2) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) <\/td>\n<\/tr>\n
31<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
TABLE R301.2(4) GARAGE DOOR LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B <\/td>\n<\/tr>\n
32<\/td>\nFIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (\u00b0F) <\/td>\n<\/tr>\n
33<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS <\/td>\n<\/tr>\n
34<\/td>\nTABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa <\/td>\n<\/tr>\n
35<\/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 <\/td>\n<\/tr>\n
36<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
37<\/td>\nWIND-BORNE DEBRIS REGION <\/td>\n<\/tr>\n
38<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
39<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa,b,c <\/td>\n<\/tr>\n
40<\/td>\nFIGURE R301.3 COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
41<\/td>\nSECTION R302 EXTERIOR WALL LOCATION
TABLE R302.1 EXTERIOR WALLS
SECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
42<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION <\/td>\n<\/tr>\n
43<\/td>\nSECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
44<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES
TABLE R308.3 MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
46<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
47<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
49<\/td>\nSECTION R312 GUARDS
SECTION R313 SMOKE ALARMS <\/td>\n<\/tr>\n
50<\/td>\nSECTION R314 FOAM PLASTIC <\/td>\n<\/tr>\n
51<\/td>\nSECTION R315 FLAME SPREAD AND SMOKE DENSITY <\/td>\n<\/tr>\n
52<\/td>\nSECTION R316 INSULATION
SECTION R317 DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
54<\/td>\nSECTION R318 MOISTURE VAPOR RETARDERS
SECTION R319 PROTECTION AGAINST DECAY <\/td>\n<\/tr>\n
55<\/td>\nSECTION R320 PROTECTION AGAINST TERMITES <\/td>\n<\/tr>\n
57<\/td>\nSECTION R321 SITE ADDRESS
SECTION R322 ACCESSIBILITY
SECTION R323 RESISTANT CONSTRUCTION
SECTION R324 FIRE PROTECTION
SECTION R325 AIRPORT NOISE <\/td>\n<\/tr>\n
59<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD\u2013BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
60<\/td>\nTABLE R401.1 FOUNDATION UPLIFT LIGHT STEEL AND WOOD FRAME BUILDINGS IN EXPOSURE B (plf)5,6 <\/td>\n<\/tr>\n
61<\/td>\nTABLE R401.1 (CONTINUED) FOUNDATION UPLIFT LIGHT STEEL AND WOOD FRAME BUILDINGS IN EXPOSURE C (plf)5,6 <\/td>\n<\/tr>\n
62<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS
TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS (INCHES)a <\/td>\n<\/tr>\n
63<\/td>\nFIGURE 403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
64<\/td>\nFIGURE R403.1(1)\u2014(CONTINUED) <\/td>\n<\/tr>\n
65<\/td>\nFIGURE R403.1(1)\u2014(CONTINUED) <\/td>\n<\/tr>\n
66<\/td>\nFIGURE R403.1(1)\u2014(CONTINUED) <\/td>\n<\/tr>\n
67<\/td>\nFIGURE R403.1(1)\u2014(CONTINUED) <\/td>\n<\/tr>\n
68<\/td>\nFIGURE R403.1(1)\u2014(CONTINUED) <\/td>\n<\/tr>\n
69<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
70<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
71<\/td>\nTABLE R403.1.1 FOUNDATION UPLIFT DESIGN DETAILS
FIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
72<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
73<\/td>\nTABLE R404.1(1) TOP REACTIONS AND PRESCRIPTIVE SUPPORT FOR FOUNDATION WALLSa <\/td>\n<\/tr>\n
74<\/td>\nTABLE R404.1(2) MAXIMUM PLATE ANCHOR-BOLT SPACING FOR SUPPORTED FOUNDATION WALLa
TABLE R404.1(3) MAXIMUM ASPECT RATIO, L\/W FOR UNBALANCED FOUNDATIONS <\/td>\n<\/tr>\n
75<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
76<\/td>\nTABLE R404.1.1(2) INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa <\/td>\n<\/tr>\n
77<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa <\/td>\n<\/tr>\n
78<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa <\/td>\n<\/tr>\n
79<\/td>\nTABLE R404.1.1(5) CONCRETE FOUNDATION WALLSh, i, j, k <\/td>\n<\/tr>\n
80<\/td>\nTABLE R404.1.1(5)\u2014(CONTINUED) CONCRETE FOUNDATION WALLSh, I, j, k <\/td>\n<\/tr>\n
81<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
82<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 PCF EQUIVALENT-FLUID WEIGHT SOIL PRESSURE) <\/td>\n<\/tr>\n
83<\/td>\nTABLE R404.4(1) 5.5-INCH THICK FLAT ICF FOUNDATION WALLSa, b, c, d <\/td>\n<\/tr>\n
84<\/td>\nTABLE R404.4(2) 7.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e <\/td>\n<\/tr>\n
85<\/td>\nTABLE R404.4(3) 9.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e <\/td>\n<\/tr>\n
86<\/td>\nTABLE R404.4(4) WAFFLE GRID ICF FOUNDATION WALLSa, b, c, d, e <\/td>\n<\/tr>\n
87<\/td>\nTABLE R404.4(5) SCREEN-GRID ICF FOUNDATION WALLSa, b c, d, e
SECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
88<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM
SECTION R406 FOUNDATION WATERPROOFINGAND DAMPPROOFING <\/td>\n<\/tr>\n
89<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
91<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
93<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
94<\/td>\nTABLE R502.2.3(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL SLEEPING AREAS, LIVE LOAD = 30 psf, L\/\u00ce\u201d = 360)a <\/td>\n<\/tr>\n
95<\/td>\nTABLE R502.2.3(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (RESIDENTIAL LIVING AREAS, LIVE LOAD = 40 PSF, L\/ = 360)b <\/td>\n<\/tr>\n
96<\/td>\nTABLE R502.2.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLYa, b, c, f, g, h (FLOOR LIVE LOAD 40 psf, ROOF LIVE LOAD =20 psf)
TABLE R502.2.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, f <\/td>\n<\/tr>\n
97<\/td>\nTABLE R502.2.5 (1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIRB AND REQUIRED NUMBER OF JACK STUDS) <\/td>\n<\/tr>\n
98<\/td>\nTABLE R502.2.5(1) (CONTINUED) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIRB AND REQUIRED NUMBER OF JACK STUDS) <\/td>\n<\/tr>\n
99<\/td>\nTABLE R502.2.5(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS (MAXIMUM SPANS FOR DOUGLAS FIR-LARCH, HEM-FIR, SOUTHERN PINE AND SPRUCE-PINE-FIRb AND REQUIRED NUMBER OF JACK STUDS) <\/td>\n<\/tr>\n
100<\/td>\nFIGURE R502.2.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
101<\/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
SECTION R504 PRESSURE-PRESERVATIVE-TREATED WOOD FLOORS (ON GROUND) <\/td>\n<\/tr>\n
102<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa, b, c <\/td>\n<\/tr>\n
103<\/td>\nSECTION R505 STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
104<\/td>\nTABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
TABLE R505.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
105<\/td>\nFIGURE R505.2(3) FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
106<\/td>\nFIGURE R505.3 STEEL FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R505.3\u2014 (CONTINUED) STEEL FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
108<\/td>\nTABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS a,b
TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
109<\/td>\nFIGURE R505.3.1(1) FLOOR TO LOAD-BEARING WALL STUD CONNECTION
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
110<\/td>\nFIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) FLOOR CANTILEVER TO LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n
111<\/td>\nFIGURE R505.3.1(5) FLOOR CANTILEVER TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) FLOOR CANTILEVER TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
112<\/td>\nFIGURE R505.3.1(7) CONTINUOUS JOIST SPAN SUPPORTED ON STUD
FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON STUD <\/td>\n<\/tr>\n
113<\/td>\nTABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANSa, b 33 ksi STEEL <\/td>\n<\/tr>\n
114<\/td>\nFIGURE R505.3.4 BEARING STIFFENER <\/td>\n<\/tr>\n
115<\/td>\nTABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b 33 ksi STEEL
FIGURE R505.3.6 HOLE PATCH <\/td>\n<\/tr>\n
116<\/td>\nTABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b 50 ksi STEEL
FIGURE R505.3.8 TRACK SPLICE <\/td>\n<\/tr>\n
117<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
120<\/td>\nTABLE R602.2(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
121<\/td>\nTABLE R602.2(1)\u2014(CONTINUED) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
122<\/td>\nTABLE R602.2(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
123<\/td>\nTABLE R602.2(3) WOOD STRUCTURAL PANEL WALL SHEATHING
TABLE R602.2(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
TABLE R602.2(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa <\/td>\n<\/tr>\n
124<\/td>\nFIGURE R602.2(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
125<\/td>\nFIGURE R602.2(2) FRAMING DETAILS <\/td>\n<\/tr>\n
126<\/td>\nTABLE R602.2.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF LESS THAN 100 MPHb,c <\/td>\n<\/tr>\n
127<\/td>\nTABLE R602.2.1\u2013(CONTINUED) MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF LESS THAN 100 MPH <\/td>\n<\/tr>\n
128<\/td>\nFIGURE R602.2.7(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
129<\/td>\nFIGURE R602.2.7(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
FIGURE R602.2.7.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
130<\/td>\nTABLE R602.1.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.1.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
131<\/td>\nTABLE R602.2.10.1 WALL BRACING <\/td>\n<\/tr>\n
132<\/td>\nTABLE R602.2.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa,b
FIGURE R602.2.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING <\/td>\n<\/tr>\n
133<\/td>\nTABLE R602.2.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS <\/td>\n<\/tr>\n
134<\/td>\nFIGURE R602.2.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
135<\/td>\nSECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
136<\/td>\nTABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL STUDS <\/td>\n<\/tr>\n
137<\/td>\nFIGURE R603.2(1) C-SECTION
FIGURE R603.2(2) TRACK SECTION <\/td>\n<\/tr>\n
138<\/td>\nFIGURE R603.2(3) WEB HOLES
TABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
139<\/td>\nFIGURE R603.3 STEEL WALL CONSTRUCTION
TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b,c <\/td>\n<\/tr>\n
140<\/td>\nFIGURE R603.3.1(1) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(2) WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
141<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULEa
TABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
142<\/td>\nTABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
143<\/td>\nTABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
144<\/td>\nTABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
145<\/td>\nTABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
146<\/td>\nTABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
147<\/td>\nTABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
148<\/td>\nTABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
149<\/td>\nTABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
150<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
151<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
152<\/td>\nTABLE R603.3.2(13) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
153<\/td>\nTABLE R603.3.2(14) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
154<\/td>\nTABLE R603.3.2(15) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
155<\/td>\nTABLE R603.3.2(16) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
156<\/td>\nTABLE R603.3.2(17) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
157<\/td>\nTABLE R603.3.2(18) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
158<\/td>\nTABLE R603.3.2(19) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
159<\/td>\nTABLE R603.3.2(20) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
160<\/td>\nTABLE R603.3.2(21) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
161<\/td>\nFIGURE R603.3.5 HOLE PATCH <\/td>\n<\/tr>\n
162<\/td>\nFIGURE R603.3.6 TRACK SPLICE
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD <\/td>\n<\/tr>\n
163<\/td>\nFIGURE R603.4 CORNER FRAMING
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R603.6 HEADER DETAIL <\/td>\n<\/tr>\n
165<\/td>\nTABLE R603.6(1) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING ONLY (33 ksi STEEL)a,b,c
TABLE R603.6(2) BOX-BEAM HEADER SPANS RESERVED <\/td>\n<\/tr>\n
166<\/td>\nTABLE R603.6(3) BOX-BEAM HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 ksi STEEL)a, b, c
TABLE R603.6(4) BOX-BEAM HEADER SPANS RESERVED <\/td>\n<\/tr>\n
167<\/td>\nTABLE R603.6(5) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING ONLY (33 ksi STEEL)a, b, c
TABLE R603.6(6) BACK-TO-BACK HEADER SPANS RESERVED <\/td>\n<\/tr>\n
168<\/td>\nTABLE R603.6(7) BACK-TO-BACK HEADER SPANS HEADERS SUPPORTING ONE FLOOR, ROOF AND CEILING (33 ksi STEEL) a, b, c
TABLE R603.6(8) BACK-TO-BACK HEADER SPANS RESERVED <\/td>\n<\/tr>\n
169<\/td>\nTABLE R603.6(9) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.6(10) HEADER TO KING STUD CONNECTION REQUIREMENTSa, b, c, d
TABLE R603.6(11) HEAD TRACK SPAN (33 ksi STEEL) <\/td>\n<\/tr>\n
170<\/td>\nTABLE R603.7 MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa,b,c,d,e <\/td>\n<\/tr>\n
171<\/td>\nTABLE 606.8 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS RESERVED
FIGURE R606.10(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF RESERVED
FIGURE R606.10(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C RESERVED
FIGURE R606.10(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUTION IN SEISMIC DESIGN CATEGORY D1 OR D2 RESERVED
TABLE R606.11.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY D1 RESERVED
TABLE R606.11.4.1 MINIMUM CORROSION PROTECTION RESERVED
TABLE R606.11.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DEISGN CATEGORY D2 RESERVED
TABLE R606.9.2 LAP SPLICE LENGTHS <\/td>\n<\/tr>\n
172<\/td>\nFIGURE R606.9.9A CONTINUITY OF REINFORCEMENT ONE STORY MASONRY WALL <\/td>\n<\/tr>\n
173<\/td>\nFIGURE R606.9.9B CONTINUITY OF FIRST AND SECOND FLOOR VERTICAL WALL REINFORCEMENT <\/td>\n<\/tr>\n
174<\/td>\nTABLE R606.9.10.1 MINIMUM CORROSION PROTECTION
TABLE R607.1 MORTAR PROPORTIONSa,b <\/td>\n<\/tr>\n
175<\/td>\nSECTION R607 UNIT MASONRY
SECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
176<\/td>\nSECTION R609 GROUTED MASONRY
TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
177<\/td>\nTABLE R609.2.2C BOND BEAM AREA OF STEEL PROVIDED IN2\/FT <\/td>\n<\/tr>\n
178<\/td>\nFIGURE R609.2.4 CORNER CONTINUITY OF BOND BEAM AND WALL REINFORCEMENT
FIGURE R609.2.5 CHANGES IN BOND BEAM HEIGHT <\/td>\n<\/tr>\n
179<\/td>\nTABLE R609.2.2A-1 GRADE 60 EXPOSURE B ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2 <\/td>\n<\/tr>\n
180<\/td>\nTABLE R609.2.2A-2 GRADE 60 ROOF EXPOSURE C DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2 <\/td>\n<\/tr>\n
181<\/td>\nTABLE R609.2.2A-3 GRADE 40 EXPOSURE B ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2 <\/td>\n<\/tr>\n
182<\/td>\nTABLE R609.2.2A-4 GRADE 40 EXPOSURE C ROOF DIAPHRAGM CHORD TENSION BOND BEAM STEEL AREA, IN2 <\/td>\n<\/tr>\n
183<\/td>\nTABLE R609.2.2B-1 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2 <\/td>\n<\/tr>\n
184<\/td>\nTABLE R609.2.2B-2 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2 <\/td>\n<\/tr>\n
185<\/td>\nTABLE R609.2.2B-3 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2 <\/td>\n<\/tr>\n
186<\/td>\nTABLE R609.2.2B-4 GRADE 60 AREA OF STEEL REQUIRED IN BOND BEAM FOR UPLIFT BENDING, IN2 <\/td>\n<\/tr>\n
187<\/td>\nTABLE R609.2.2B-5 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
188<\/td>\nTABLE R609.2.2B-6 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
189<\/td>\nTABLE R609.2.2B-7 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
190<\/td>\nTABLE R609.2.2B-8 GRADE 40 AREA BOND BEAM\/LINTEL UPLIFT STEEL DESIGN <\/td>\n<\/tr>\n
191<\/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
192<\/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
193<\/td>\nTABLE R609.3.3A-3 GRADE 40 SINGLE STORY AND TOP STORY WALLS PARALLEL TO RIDGE VERTICAL REINFORCEMENT SPACING NO. 5 BARS (5\/8 IN.) <\/td>\n<\/tr>\n
194<\/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
195<\/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
196<\/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
197<\/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
198<\/td>\nTABLE R609.3.3B-4 GRADE 40 MAXIMUM SPACING OF NO. 4 (1\/2 IN.) VERTICAL REINFORCEMENT AT CONTINUOUS CONCRETE OR MASONRY LOWER STORIES OF MULTISTORY AND GABLE ENDS SINGLE STORY OR TOP STORY OF MULTISTORY, FEET <\/td>\n<\/tr>\n
199<\/td>\nTABLE R609.4A WOOD GABLE BRACE NAILING
TABLE R609.4B WOOD GABLE STUD CONNECTOR LOADS <\/td>\n<\/tr>\n
200<\/td>\nFIGURE R609.4 GABLE END BRACING FOR MASONRY WALLS NOT CONTINUOUS TO THE ROOF DIAPHRAGM <\/td>\n<\/tr>\n
201<\/td>\nFIGURE R609.4.1 CONTINUOUS GABLE ENDWALL REINFORCEMENT ONE AND MULTISTORY <\/td>\n<\/tr>\n
202<\/td>\nFIGURE R609.4.5 GABLE OVERHANG <\/td>\n<\/tr>\n
203<\/td>\nTABLE R609.4.4 ANCHOR BOLT SPACING FOR ATTACHING2 4 MINIMUM WOOD NAILER TO RAKE BEAM <\/td>\n<\/tr>\n
204<\/td>\nTABLE R609.5.1A GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE 23\u00b0 <\/td>\n<\/tr>\n
205<\/td>\nTABLE R609.5.1B GRADE 60 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1,2,3,5 ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
206<\/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
207<\/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
208<\/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
209<\/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
210<\/td>\nTABLE R609.5.1G GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1, 2, 3, 5 ROOF ANGLE 23\u00b0 <\/td>\n<\/tr>\n
211<\/td>\nTABLE R609.5.1H GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT1, 2, 3, 6 ROOF ANGLE 23\u00b0 <\/td>\n<\/tr>\n
212<\/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
213<\/td>\nTABLE R609.5.1J GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT1, 2, 3, 6 ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
214<\/td>\nTABLE R609.5.1K GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 4 REINFORCEMENT1, 2, 3, 5 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
215<\/td>\nTABLE R609.5.1L GRADE 40 REQUIRED SHEARWALL LENGTH PARALLEL TO RIDGE NO. 5 REINFORCEMENT1, 2, 3, 6 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
216<\/td>\nTABLE R609.5.1M GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 5 ROOF ANGLE 23\u00b0 <\/td>\n<\/tr>\n
217<\/td>\nTABLE R609.5.1N GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 6 ROOF ANGLE 23\u00b0 <\/td>\n<\/tr>\n
218<\/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
219<\/td>\nTABLE R609.5.1P GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 6 ROOF ANGLE 30\u00b0 <\/td>\n<\/tr>\n
220<\/td>\nTABLE R609.5.1Q GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 4 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 5 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
221<\/td>\nTABLE R609.5.1R GRADE 40 REQUIRED SHEARWALL LENGTH PERPENDICULAR TO RIDGE NO. 5 REINFORCEMENT PER FOOT OF BUILDING LENGTH1, 2, 3, 4, 6 ROOF ANGLE 45\u00b0 <\/td>\n<\/tr>\n
222<\/td>\nTABLE R609.5.1S SHEARWALL LENGTH ADJUSTMENT FACTOR GRADE 40 STEEL
TABLE R609.5.3A TOTAL SHEAR AT TOP OF TOP STORY WALL1,2 <\/td>\n<\/tr>\n
223<\/td>\nTABLE R609.5.3B TRANSVERSE CONNECTOR LOAD (F2)1, 2
FIGURE R609.5.3 TYPICAL ROOF TO WALL CONNECTIONS <\/td>\n<\/tr>\n
224<\/td>\nTABLE R609.5.4 END WALL ROOF SHEAR PER FOOT OF BUILDING LENGTH <\/td>\n<\/tr>\n
225<\/td>\nTABLE R609.6.1.2(1) SUPERIMPOSED LOADS MINIMUM RATED LOAD CAPACITY OF 6-INCH- OR 8-INCH-THICK PRE-ENGINEERED ASSEMBLIES SPANNING OPENINGS OF ONE STORY AND TOP STORY OF MULTI-STORY BUILDINGS1, 3, 4 <\/td>\n<\/tr>\n
226<\/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 SYSTEM3, 4, 5 <\/td>\n<\/tr>\n
227<\/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 SYSTEM3, 4, 5 <\/td>\n<\/tr>\n
228<\/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
229<\/td>\nTABLE R609.6.2.1(2) MAXIMUM CLEAR SPAN OF CONTINUOUS BOND BEAMS ACTING AS LINTELS BOTTOM STORY OF TWO-STORY BUILDINGS, SECOND AND BOTTOM STORIES OF THREE-STORY BUILDINGS\u2014WOOD FLOOR SYSTEM <\/td>\n<\/tr>\n
230<\/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
231<\/td>\nTABLE R609.6.3.2(1) COMBINED BOND BEAM\/LINTELS ONE STORY AND TOP STORY OF MULTISTORY BUILDINGS <\/td>\n<\/tr>\n
232<\/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
233<\/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
234<\/td>\nSECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
235<\/td>\nSECTION R611 INSULATING CONCRETE FORMWALL CONSTRUCTION <\/td>\n<\/tr>\n
236<\/td>\nTABLE R611.2 REQUIREMENTS FOR ICF WALLSb
FIGURE R611.3 FLAT ICF WALL SYSTEM
TABLE R611.3(1) DESIGN WIND PRESSURE FOR USE WITH TABLES R611.3(2), R611.4(1), AND R611.5 FOR ABOVE GRADE WALLSa <\/td>\n<\/tr>\n
237<\/td>\nTABLE R611.3(2) MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLSa,b,c,d
FIGURE R611.4 WAFFLE-GRID ICF WALL SYSTEM <\/td>\n<\/tr>\n
238<\/td>\nTABLE R611.4(1) MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLSa, b, c <\/td>\n<\/tr>\n
239<\/td>\nFIGURE R611.5 SCREEN-GRID IFC WALL SYSTEM
TABLE R611.5 MINIMUM VERTICAL WALL REINFORCEMENT FOR SCREEN-GRID ICF ABOVE-GRADE WALLSa,b,c <\/td>\n<\/tr>\n
240<\/td>\nTABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS <\/td>\n<\/tr>\n
242<\/td>\nTABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa,b,c,d,f NO. 4 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
243<\/td>\nTABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS a,b,c,d,f NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
244<\/td>\nTABLE R611.7(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d,f NO. 4 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
245<\/td>\nTABLE R611.7(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID ICF WALL LINTELSa,b,c,d,f NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
246<\/td>\nTABLE R611.7(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa,b,c,d,e,f NO. 4 BOTTOM BAR SIZE
TABLE R611.7(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa,b,c,d,e,f NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
247<\/td>\nTABLE R611.7(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS WITHOUT STIRRUPS IN LOAD-BEARING WALLSa,b,c,d,e,f,g,h(NO. 4 OR NO. 5) BOTTOM BAR SIZE <\/td>\n<\/tr>\n
248<\/td>\nTABLE R611.7(9) MINIMUM BOTTOM BAR ICF LINTEL REINFORCEMENT FOR LARGE CLEAR SPANS IN LOAD-BEARING WALLSa,b,c,d,e,f,h <\/td>\n<\/tr>\n
249<\/td>\nTABLE R611.7(9A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PERPENDICULAR TO RIDGE)a,b,c <\/td>\n<\/tr>\n
250<\/td>\nTABLE R611.7(9B) MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE) a, b, c, d <\/td>\n<\/tr>\n
251<\/td>\nTABLE R611.7(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NON-LOAD-BEARING WALLS WITHOUT STIRRUPSa, b, c, d NO. 4 BOTTOM BAR <\/td>\n<\/tr>\n
252<\/td>\nTABLE R611.7(10A) MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a,b,c <\/td>\n<\/tr>\n
253<\/td>\nTABLE R611.7(10A)\u2014continued MINIMUM SOLID END WALL LENGTH REQUIREMENTS FOR WAFFLE AND SCREEN-GRID ICF WALLS (WIND PERPENDICULAR TO RIDGE)a,b,c
TABLE R611.7(10B) MINIMUM SOLID SIDE WALL LENGTH REQUIREMENTS FOR 6-INCH WAFFLE AND SCREEN-GRID ICF WALLS (WIND PARALLEL TO RIDGE)a,b,c,d <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R611.7(1) ICF WALL CONSTRUCTION
FIGURE R611.7(2) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
255<\/td>\nFIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS
FIGURE R611.7(4) SINGLE FORM HEIGHT WAFFLE-GRID LINTEL <\/td>\n<\/tr>\n
256<\/td>\nFIGURE R611.7(5) DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL
FIGURE R611.7(6) SINGLE FORM HEIGHT SCREEN-GRID LINTEL <\/td>\n<\/tr>\n
257<\/td>\nFIGURE R611.7(7) DOUBLE FORM HEIGHT SCREEN-GRID LINTEL
FIGURE R611.7.1.4 LAP SPLICES <\/td>\n<\/tr>\n
258<\/td>\nFIGURE R611.7.4 MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
259<\/td>\nTABLE R611.7.4 WIND VELOCITY PRESSURE FOR DETERMINATION OF MINIMUM SOLID WALL LENGTHa
SECTION R612 CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION
SECTION R613 EXTERIOR WINDOWS AND DOOR ASSEMBLIES <\/td>\n<\/tr>\n
260<\/td>\nTABLE R611.8(1) FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTSa,b,c
FIGURE R611.8(1) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL <\/td>\n<\/tr>\n
261<\/td>\nFIGURE R611.8(2) FLOOR LEDGER\u2014ICF WALL CONNECTION (SIDE-BEARING CONNECTION)
FIGURE R611.8(3) FLOOR LEDGER\u2014ICF WALL CONNECTION (LEDGE-BEARING CONNECTION) <\/td>\n<\/tr>\n
262<\/td>\nFIGURE R611.8(4) WOOD FLOOR LEDGER\u2014ICF WALL SYSTEM CONNECTION (THROUGH-BOLT SIDE-BEARING CONNECTION)
FIGURE R611.8(5) FLOOR LEDGER\u2014ICF WALL CONNECTION (THROUGH-BOLT-LEDGE-BEARING CONNECTION) <\/td>\n<\/tr>\n
263<\/td>\nFIGURE R611.8(6) ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES AND ALL BUILDINGS FOR FLOOR FRAMING PARALLEL TO WALL
FIGURE R611.8(7) ANCHORAGE REQUIREMENTS FOR LEDGER BEARING WALLS FOR TOWNHOUSES AND ALL BUILDINGS FOR FLOOR FRAMING PARALLEL TO WALL <\/td>\n<\/tr>\n
264<\/td>\nTABLE R611.9 DESIGN TENSILE STRENGTH OF HEADED BOLTS CAST IN CONCRETEa
FIGURE R611.9 ROOF SILL PLATE\u2014ICF WALL CONNECTION <\/td>\n<\/tr>\n
267<\/td>\nTABLE R613.4 MINIMUM TEST SIZES, INCLUDING FRAMING <\/td>\n<\/tr>\n
268<\/td>\nSECTION R614 COMBINED CONCRETE, MASONRY, OR ICF AND WOOD EXTERIOR WALL CONSTRUCTION
SECTION R615 IMPACT-RESISTANT COVERINGS <\/td>\n<\/tr>\n
269<\/td>\nFIGURE R614.3(1) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL CONNECTION FOR GYPSUM BOARD CEILING DIAPHRAGM
FIGURE R614.3(2) DIRECT TRUSS TO CONCRETE, MASONRY OR ICF WALL FOR GYPSUM BOARD CEILING DIAPHRAGM <\/td>\n<\/tr>\n
270<\/td>\nSECTION R616 PRESCRIPTIVE REQUIREMENTS FOR WINDOW INSTALLATION IN WOOD FRAME CONSTRUCTION <\/td>\n<\/tr>\n
273<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
274<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) PORTLAND CEMENT PLASTER <\/td>\n<\/tr>\n
275<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
276<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
278<\/td>\nTABLE R703.3.3(1) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING ATTACHMENT EXPOSURE CATEGORY B <\/td>\n<\/tr>\n
279<\/td>\nTABLE R703.3.3(2) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING ATTACHMENT EXPOSURE CATEGORY C <\/td>\n<\/tr>\n
280<\/td>\nTABLE R703.3.3(3) SPECIFIC GRAVITIES OF SOLID SAWN LUMBER <\/td>\n<\/tr>\n
281<\/td>\nTABLE R703.3.4(1) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING MINIMUM THICKNESS EXPOSURE CATEGORY B
TABLE R703.3.4(2) WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING MINIMUM THICKNESS EXPOSURE CATEGORY C <\/td>\n<\/tr>\n
282<\/td>\nTABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
283<\/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
285<\/td>\nFIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
286<\/td>\nFIGURE R703.7\u2014(CONTINUED) MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
287<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
FIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
288<\/td>\nTABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, b, c <\/td>\n<\/tr>\n
289<\/td>\nTABLE R703.13 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
290<\/td>\nTABLE R703.13 MINIMUM THICKNESS OF WEATHER COVERINGS – (CONTINUED)
SECTION R704 INSPECTION FOR TERMITES <\/td>\n<\/tr>\n
291<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
294<\/td>\nTABLE R802.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 PSF, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
295<\/td>\nTABLE R802.2(1)\u2014CONTINUED CEILING JOIST SPANS FOR COMMON LUMBER SPECIES UNINHABITABLE ATTICS WITHOUT STORAGE, LIVE LOAD = 10 PSF, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
296<\/td>\nTABLE R802.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 PSF, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
297<\/td>\nTABLE R802.2(2) (CONTINUED) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (UNINHABITABLE ATTICS WITH LIMITED STORAGE, LIVE LOAD = 20 PSF, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
298<\/td>\nTABLE R802.2.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
299<\/td>\nTABLE R802.2.3(1)\u2014 CONTINUED RAFTER SPANS FOR COMMON LUMBER SPECIES (ROOF LIVE LOAD=20 PSF, CEILING NOT ATTACHED TO RAFTERS, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
300<\/td>\nTABLE R802.2.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES ROOF LIVE LOAD=20 PSF, CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
301<\/td>\nTABLE R802.2.3(2) (CONTINUED) RAFTER SPANS FOR COMMON LUMBER SPECIES ROOF LIVE LOAD=20 PSF, CEILING ATTACHED TO RAFTERS, L\/\u00ce\u201d = 240)
TABLES R802.5.1(3) THROUGH R802.5.1(8) RESERVED <\/td>\n<\/tr>\n
302<\/td>\nTABLE R802.2.3(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, d, e, f, g <\/td>\n<\/tr>\n
303<\/td>\nFIGURE R802.2.3.1 BRACED RAFTER CONSTRUCTION
SECTION R803 ROOF SHEATHING <\/td>\n<\/tr>\n
304<\/td>\nTABLE R802.2.9.1 WIND UPLIFT FORCESa,b,c,e,f ROOF BEARING UPLIFT EXPOSURE B
FIGURE R803.2.3.1 ROOF SHEATHING NAILING ZONES <\/td>\n<\/tr>\n
305<\/td>\nTABLE R802.2.9.1 (CONTINUED) WIND UPLIFT FORCESa,b,c,e,f ROOF BEARING UPLIFT EXPOSURE C <\/td>\n<\/tr>\n
306<\/td>\nTABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
307<\/td>\nTABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES
TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL ROOF FRAMING MEMBERS
FIGURE R804.2(1) C-SECTION
FIGURE R804.2(2) TRACK SECTION <\/td>\n<\/tr>\n
308<\/td>\nFIGURE R804.2(3) WEB HOLES
TABLE R804.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
309<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa,b
FIGURE R804.3 STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
310<\/td>\nTABLE R804.3.1(1) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
311<\/td>\nSECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
312<\/td>\nTABLE R804.3.1(3) CEILING JOIST SPANS SINGLE SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
313<\/td>\nTABLE R804.3.1(4) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
314<\/td>\nTABLE R804.3.1(5) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
315<\/td>\nTABLE R804.3.1(6) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
316<\/td>\nTABLE R804.3.1(7) CEILING JOIST SPANS SINGLE SPANS WITHOUT BEARING STIFFENERS 20 LB PER SQ FT LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
317<\/td>\nTABLE R804.3.1(8) CEILING JOIST SPANSTWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 LB PER SQ FT LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
318<\/td>\nFIGURE R804.3.1(1) JOIST TO RAFTER CONNECTION
TABLE R804.3.1 NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO RAFTER CONNECTIONa <\/td>\n<\/tr>\n
319<\/td>\nTABLE R804.3.3(1) ALLOWABLE HORIZONTAL RAFTER SPANSa, b
TABLE R804.3.3(2) BASIC WIND SPEED AND ROOF SLOPE CONVERSION [NOTE: TABLE IS LIMITED TO AREAS WHERE WIND SPEED (MPH) IS LESS THAN 100, SEE SECTION R301.2.1.1]
TABLE R804.3.3.1 NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTIONa <\/td>\n<\/tr>\n
320<\/td>\nFIGURE R804.3.3.1 RIDGE BOARD CONNECTION
SECTION R807 ATTIC ACCESS
SECTION R808 INSULATION CLEARANCE <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R804.3.6 HOLE PATCHING
FIGURE R804.3.7(1) SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
322<\/td>\nFIGURE R804.3.7(2) TRACK SPLICE
FIGURE R804.3.8 BEARING STIFFENER <\/td>\n<\/tr>\n
323<\/td>\nFIGURE R804.3.10(1) ROOF OPENING
FIGURE R804.3.10(2) HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
325<\/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
326<\/td>\nSECTION R904 MATERIALS
SECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
327<\/td>\nTABLE R905.2.6.1 WIND RESISTANCE OF ASPHALT SHINGLES <\/td>\n<\/tr>\n
329<\/td>\nTABLE R905.4.4 METAL ROOF COVERINGS <\/td>\n<\/tr>\n
330<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
331<\/td>\nTABLE R905.7.7 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
332<\/td>\nTABLE R905.8.8 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
333<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
334<\/td>\nTABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
335<\/td>\nSECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
337<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
338<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
339<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
340<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
341<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
343<\/td>\nTABLE R1003.14(1) NET CROSS\u2013SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2) NET CROSS\u2013SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
344<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS
FIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
345<\/td>\nFIGURE R1003.20 CHIMNEY CRICKET
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
346<\/td>\nSECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
347<\/td>\nPART IV \u2014 ENERGY CONSERVATION
CHAPTER 11 ENERGY EFFICIENCY
SECTION N1100 ADMINISTRATION <\/td>\n<\/tr>\n
349<\/td>\nFIGURE N1100.4 CLIMATE ZONES <\/td>\n<\/tr>\n
362<\/td>\nSECTION N1101 FENESTRATIONS (GLAZING) <\/td>\n<\/tr>\n
363<\/td>\nSECTION N1102 WALLS <\/td>\n<\/tr>\n
364<\/td>\nSECTION N1103 DOORS
SECTION N1104 CEILINGS <\/td>\n<\/tr>\n
365<\/td>\nFIGURE N1104.A.3 ACCEPTABLE ATTIC RADIANT BARRIER CONFIGURATIONS <\/td>\n<\/tr>\n
366<\/td>\nSECTION N1105 FLOORS
SECTION N1106 AIR INFILTRATION <\/td>\n<\/tr>\n
367<\/td>\nTABLE N1106.ABC.1.1 ALLOWABLE AIR INFILTRATION RATES <\/td>\n<\/tr>\n
368<\/td>\nSECTION N1107 SPACE COOLING SYSTEMS <\/td>\n<\/tr>\n
371<\/td>\nTABLE N1107.ABC.3.2A ELECTRICALLY OPERATED UNITARY AIR CONDITIONERS AND CONDENSING UNITS <\/td>\n<\/tr>\n
372<\/td>\nTABLE N1107.ABC.3.2B ELECTRICALLY OPERATED UNITARY AND APPLIED HEAT PUMPS \u2013 MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
373<\/td>\nTABLE 1107.ABC.3.2D ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIR CONDITIONERS HEAT PUMPS \u2014 MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
374<\/td>\nTABLE 1107.ABC.3.2D \u2013 (CONTINUED) ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS, PACKAGED TERMINAL HEAT PUMPS, SINGLE-PACKAGE VERTICAL AIR CONDITIONERS, SINGLE-PACKAGE VERTICAL HEAT PUMPS, ROOM AIR CONDITIONERS, AND ROOM AIRCONDITIONERS HEAT PUMPS \u2014 MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
375<\/td>\nSECTION N1108 SPACE HEATING SYSTEMS <\/td>\n<\/tr>\n
376<\/td>\nTABLE N1108.ABC.3.2E WARM AIR FURNACES AND COMBINATION WARM AIR FURNACES\/AIR-CONDITIONING UNITS,WARM AIR DUCT FURNACES AND UNIT HEATERS. MINIMUM EFFICIENCY REQUIREMENTS
TABLE N1108.ABC.3.2F GAS- AND OIL-FIRED BOILERS MINIMUM EFFICIENCY REQUIREMENTS <\/td>\n<\/tr>\n
377<\/td>\nSECTION N1109 VENTILATION SYSTEMS
SECTION N1110 AIR DISTRIBUTION SYSTEMS <\/td>\n<\/tr>\n
378<\/td>\nTABLE N1110.ABC.2.1 MINIMUM INSULATION LEVELS AIR DISTRIBUTION SYSTEM COMPONENTS1 <\/td>\n<\/tr>\n
383<\/td>\nSECTION N1111 PIPING
TABLE N1111.ABC.1 MINIMUM PIPE INSULATION <\/td>\n<\/tr>\n
384<\/td>\nSECTION N1112 WATER HEATING SYSTEMS <\/td>\n<\/tr>\n
385<\/td>\nTABLE N1112.ABC.3 MINIMUM PERFORMANCE STANDARDS WATER HEATING EQUIPMENT: FIRED STORAGE WATER HEATER MINIMUM ENERGY FACTORS (EF) <\/td>\n<\/tr>\n
386<\/td>\nSECTION N1113 CALCULATIONAL PARAMETERS SPECIFIC TO COMPLIANCE METHOD A
TABLE N1113.A.1-1 SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES <\/td>\n<\/tr>\n
387<\/td>\nTABLE N1113.A.1-1 \u2013 (CONTINUED) SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES
TABLE N1113.A.1-1 \u2013 (CONTINUED) SPECIFICATIONS FOR BASELINE AND AS-BUILT HOMES <\/td>\n<\/tr>\n
388<\/td>\nTABLE N1113.A.1-1(A) DEFAULT BASELINE HOMEHEATING AND COOLING EQUIPMENT EFFICIENCIES (i),(k),(m),(n) <\/td>\n<\/tr>\n
389<\/td>\nTABLE N1113.A.2-1 COEFFICIENTS A AND B <\/td>\n<\/tr>\n
391<\/td>\nPART V \u2014 MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
[EB] SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
393<\/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
394<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION <\/td>\n<\/tr>\n
395<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, b, c, d, e, f, g, h, i, j, k <\/td>\n<\/tr>\n
396<\/td>\nFIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
SECTION M1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
397<\/td>\nFIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
SECTION M1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
399<\/td>\nCHAPTER 14 HEATING AND COOLING EQUIPMENT
SECTION M1401 GENERAL
SECTION M1402 CENTRAL FURNACES
SECTION M1403 HEAT PUMP EQUIPMENT
SECTION M1404 REFRIGERATION COOLING EQUIPMENT
SECTION M1405 BASEBOARD CONVECTORS
SECTION M1406 RADIANT HEATING SYSTEMS <\/td>\n<\/tr>\n
400<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES <\/td>\n<\/tr>\n
401<\/td>\nSECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
402<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION 1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS <\/td>\n<\/tr>\n
403<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
SECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS <\/td>\n<\/tr>\n
404<\/td>\nSECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS
SECTION M1507 MECHANICAL VENTILATION
TABLE M1507.3 MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS <\/td>\n<\/tr>\n
405<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION <\/td>\n<\/tr>\n
406<\/td>\nTABLE M1601.5 GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING <\/td>\n<\/tr>\n
409<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
411<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL
SECTION M1702 ALL AIR FROM INSIDE THE BUILDING
SECTION M1703 ALL AIR FROM OUTDOORS <\/td>\n<\/tr>\n
412<\/td>\nFIGURE M1702.2 APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM ADJACENT SPACES WITHIN THE BUILDING <\/td>\n<\/tr>\n
413<\/td>\nFIGURE M1703.2(1) APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH TWO OPENINGS
FIGURE M1703.2(2) APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH HORIZONTAL DUCTS <\/td>\n<\/tr>\n
414<\/td>\nFIGURE M1703.2(3) APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC
FIGURE M1703.2(4) APPLIANCES LOCATED IN CONFINED SPACES\u2014INLET AIR TAKEN FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC <\/td>\n<\/tr>\n
415<\/td>\nFIGURE M1703.3 APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM OUTDOORS THROUGH VENTILATED ATTIC, INLET DUCT WITHIN OUTLET DUCT <\/td>\n<\/tr>\n
417<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS <\/td>\n<\/tr>\n
418<\/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
419<\/td>\nSECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
421<\/td>\nCHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT
SECTION M1901 RANGES AND OVENS
SECTION M1902 SAUNA HEATERS
SECTION M1903 STATIONARY FUEL CELL POWER PLANTS
SECTION M1904 GASEOUS HYDROGEN SYSTEMS <\/td>\n<\/tr>\n
423<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS
SECTION M2004 WATER HEATERS USED FOR SPACE HEATING
SECTION M2005 WATER HEATERS <\/td>\n<\/tr>\n
424<\/td>\nTABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2006 POOL HEATERS <\/td>\n<\/tr>\n
425<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS
SECTION M2104 LOW TEMPERATURE PIPING <\/td>\n<\/tr>\n
426<\/td>\nTABLE M2101.1 HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
427<\/td>\nTABLE M2101.9 HANGER SPACING INTERNALS
SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
429<\/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
430<\/td>\nSECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
431<\/td>\nCHAPTER 23 SOLAR SYSTEMS
SECTION M2301 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
433<\/td>\nPART VI \u2014 FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 (201) GENERAL
SECTION G2403 (202) GENERAL DEFINITIONS <\/td>\n<\/tr>\n
438<\/td>\nSECTION G2404 (301) GENERAL <\/td>\n<\/tr>\n
439<\/td>\nSECTION G2405 (302) STRUCTURAL SAFETY <\/td>\n<\/tr>\n
440<\/td>\nSECTION G2406 (303) APPLIANCE LOCATION
SECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
((EQUATION 24-1)
(EQUATION 24-2) <\/td>\n<\/tr>\n
441<\/td>\nFIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section 2407.5.3) <\/td>\n<\/tr>\n
442<\/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
443<\/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 304.6.2) <\/td>\n<\/tr>\n
444<\/td>\nSECTION G2408 (305) INSTALLATION
SECTION G2409 (308) CLEARANCE REDUCTION <\/td>\n<\/tr>\n
445<\/td>\nFIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS <\/td>\n<\/tr>\n
446<\/td>\nFIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
SECTION G2410 (309) ELECTRICAL <\/td>\n<\/tr>\n
447<\/td>\nTABLE G2409.2 (308.2) a THROUGH k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
448<\/td>\nFIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GENERAL
SECTION G2413 (402) PIPE SIZING <\/td>\n<\/tr>\n
449<\/td>\nTABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES
(EQUATION 24-3)
(EQUATION 24-4)
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS <\/td>\n<\/tr>\n
450<\/td>\nTABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
451<\/td>\nTABLE G2413.4(2) [402.4(3)]SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
452<\/td>\nTABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
453<\/td>\nTABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
454<\/td>\nTABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
455<\/td>\nTABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
456<\/td>\nTABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
457<\/td>\nTABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
458<\/td>\nSECTION G2414 (403) PIPING MATERIALS <\/td>\n<\/tr>\n
459<\/td>\nTABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
460<\/td>\nSECTION G2415 (404) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
461<\/td>\nSECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 (406) INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
463<\/td>\nSECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING
SECTION G2420 (409) GAS SHUTOFF VALVES
TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS <\/td>\n<\/tr>\n
464<\/td>\nSECTION G2421 (410) FLOW CONTROLS
SECTION G2422 (411) APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
465<\/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
466<\/td>\nSECTION G2426 (502) VENTS <\/td>\n<\/tr>\n
467<\/td>\nSECTION G2427 (503) VENTING OF EQUIPMENT <\/td>\n<\/tr>\n
468<\/td>\nTABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
469<\/td>\nFIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES <\/td>\n<\/tr>\n
471<\/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
472<\/td>\nTABLE G2427.7.7 (503.8.7)a CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
474<\/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
476<\/td>\nSECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
477<\/td>\nTABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
478<\/td>\nTABLE G2428.2(1) [504.2(1)]\u2014(CONTINUED) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
479<\/td>\nTABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
480<\/td>\nTABLE G2428.2(2) [504.2(2)\u2014(CONTINUED) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
482<\/td>\nTABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
483<\/td>\nTABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
484<\/td>\nTABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
485<\/td>\nTABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
486<\/td>\nTABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
488<\/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
SECTION G2434 (604) VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION G2435 (605) VENTED GAS FIREPLACE HEATERS
SECTION G2436 (608) VENTED WALL FURNACES <\/td>\n<\/tr>\n
489<\/td>\nSECTION G2437 (609) FLOOR FURNACES
SECTION G2438 (613) CLOTHES DRYERS
SECTION G2439 (614) CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
490<\/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
491<\/td>\nSECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS <\/td>\n<\/tr>\n
492<\/td>\nSECTION G2446 (622) VENTED ROOM HEATERS
SECTION G2447 (623) COOKING APPLIANCES
SECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR CONDITIONING EQUIPMENT
SECTION G2450 (628) ILLUMINATING APPLIANCES <\/td>\n<\/tr>\n
493<\/td>\nSECTION G2451 (630) INFRARED RADIANT HEATERS
SECTION G2452 (631) BOILERS
SECTION G2453 (634) CHIMNEY DAMPER OPENING AREA
TABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES <\/td>\n<\/tr>\n
495<\/td>\nPART VII \u2014 PLUMBING
CHAPTER 25 PLUMBING ADMINISTRATION
SECTION P2501 GENERAL
SECTION P2502 EXISTING PLUMBING SYSTEMS
SECTION P2503 INSPECTION AND TESTS <\/td>\n<\/tr>\n
497<\/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
498<\/td>\nSECTION P2604 TRENCHING AND BACKFILLING
FIGURE P2604.4 PIPE LOCATION WITH RESPECT TO FOOTINGS
SECTION P2605 SUPPORT
SECTION P2606 WATERPROOFING OF OPENINGS
SECTION P2607 WORKMANSHIP
SECTION P2608 MATERIALS EVALUATION AND LISTING <\/td>\n<\/tr>\n
499<\/td>\nTABLE P2605.1 PIPING SUPPORT
TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION <\/td>\n<\/tr>\n
501<\/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
502<\/td>\nTABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
503<\/td>\nSECTION P2707 DIRECTIONAL FITTINGS
SECTION P2708 SHOWERS
SECTION P2709 SHOWER RECEPTORS <\/td>\n<\/tr>\n
504<\/td>\nSECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES
SECTION P2712 WATER CLOSETS
SECTION P2713 BATHTUBS <\/td>\n<\/tr>\n
505<\/td>\nSECTION P2714 SINKS
SECTION P2715 LAUNDRY TUBS
SECTION P2716 FOOD WASTE GRINDER
SECTION P2717 DISHWASHING MACHINES
SECTION P2718 CLOTHES WASHING MACHINE
SECTION P2719 FLOOR DRAINS
SECTION P2720 WHIRLPOOL BATHTUBS
SECTION P2721 BIDET INSTALLATIONS
SECTION P2722 FIXTURE FITTING <\/td>\n<\/tr>\n
506<\/td>\nSECTION P2723 MACERATING TOILET SYSTEMS
SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n
507<\/td>\nCHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL
SECTION P2802 WATER HEATERS USED FOR SPACE HEATING
SECTION P2803 RELIEF VALVES <\/td>\n<\/tr>\n
509<\/td>\nCHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
510<\/td>\nTABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
511<\/td>\nTABLE P2902.3.1 MINIMUM AIR GAPS
SECTION P2903 WATER-SUPPLY SYSTEM <\/td>\n<\/tr>\n
512<\/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 P2903.2b MINIMUM WATER SERVICE SIZEa <\/td>\n<\/tr>\n
513<\/td>\nTABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS <\/td>\n<\/tr>\n
514<\/td>\nTABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES <\/td>\n<\/tr>\n
515<\/td>\nTABLE P2903.7 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES <\/td>\n<\/tr>\n
516<\/td>\nTABLE P2903.7\u2014(CONTINUED) MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES
TABLE P2903.8.1 MANIFOLD SIZING <\/td>\n<\/tr>\n
517<\/td>\nFIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE <\/td>\n<\/tr>\n
518<\/td>\nSECTION P2904 MATERIALS, JOINTS AND CONNECTIONS
TABLE P2904.4 WATER SERVICE PIPE <\/td>\n<\/tr>\n
519<\/td>\nTABLE P2904.5 WATER DISTRIBUTION PIPE
TABLE P2904.6 PIPE FITTINGS <\/td>\n<\/tr>\n
521<\/td>\nSECTION P2905 CHANGES IN DIRECTION
SECTION P2906 SUPPORT
SECTION P2907 DRINKING WATER TREATMENT UNITS <\/td>\n<\/tr>\n
523<\/td>\nCHAPTER 30 SANITARY DRAINAGE
SECTION P3001GENERAL
SECTION P3002 MATERIALS
SECTION P3003 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
524<\/td>\nTABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE
TABLE P3002.1(2) UNDERGROUND BUILDING DRAINAGE AND VENT PIPE <\/td>\n<\/tr>\n
525<\/td>\nTABLE P3002.2 BUILDING SEWER PIPE
TABLE P3002.3 PIPE FITTINGS <\/td>\n<\/tr>\n
528<\/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
529<\/td>\nTABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
530<\/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
531<\/td>\nSECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS
SECTION P3008 BACKWATER VALVES <\/td>\n<\/tr>\n
533<\/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
534<\/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
535<\/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
536<\/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
537<\/td>\nTABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS <\/td>\n<\/tr>\n
539<\/td>\nCHAPTER 32 TRAPS
SECTION P3201 FIXTURE TRAPS
TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES <\/td>\n<\/tr>\n
541<\/td>\nPART VIII \u2014 ELECTRICAL
CHAPTER 33 GENERAL REQUIREMENTS
SECTION E3301 GENERAL
SECTION E3302 BONDING METAL FRAMING MEMBERS
SECTION E3303 CROSS REFERENCES
TABLE E3303 CROSS REFERENCES DEFINING ELECTRICAL REQUIREMENTS OF THE FLORIDA BUILDING CODE
SECTIONS E3304 THROUGH E3307 RESERVED <\/td>\n<\/tr>\n
542<\/td>\nTABLE E3303\u2014(CONTINUED) FLORIDA BUILDING CODE\u2014BUILDING <\/td>\n<\/tr>\n
543<\/td>\nTABLE E3303\u2014(CONTINUED) FLORIDA BUILDING CODE — RESIDENTIAL <\/td>\n<\/tr>\n
544<\/td>\nTABLE E3303\u2014(CONTINUED) FLORIDA BUILDING CODE — MECHANICAL <\/td>\n<\/tr>\n
545<\/td>\nCHAPTER 34 ELECTRICAL DEFINITIONS RESERVED <\/td>\n<\/tr>\n
547<\/td>\nCHAPTER 35 SERVICES RESERVED <\/td>\n<\/tr>\n
549<\/td>\nCHAPTER 36 BRANCH CIRCUIT AND FEEDER REQUIREMENT SRESERVED <\/td>\n<\/tr>\n
551<\/td>\nCHAPTER 37 WIRING METHODS RESERVED <\/td>\n<\/tr>\n
553<\/td>\nCHAPTER 38 POWER AND LIGHTING DISTRIBUTION RESERVED <\/td>\n<\/tr>\n
555<\/td>\nCHAPTER 39 DEVICES AND LUMINAIRES RESERVED <\/td>\n<\/tr>\n
557<\/td>\nCHAPTER 40 APPLIANCE INSTALLATIONRESERVED <\/td>\n<\/tr>\n
559<\/td>\nCHAPTER 41 SWIMMING POOLS
SECTION R4101 PRIVATE SWIMMING POOLS <\/td>\n<\/tr>\n
565<\/td>\nSECTIONS E4102 THROUGH E4109 RESERVED <\/td>\n<\/tr>\n
567<\/td>\nCHAPTER 42 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS RESERVED <\/td>\n<\/tr>\n
569<\/td>\nPART IX\u2014REFERENCED STANDARDS
CHAPTER 43 REFERENCED STANDARDS
AA
AAF
AAMA <\/td>\n<\/tr>\n
570<\/td>\nACCA
ACI
ADC
AFPA <\/td>\n<\/tr>\n
571<\/td>\nAHA
AHAM
AISC
AISI <\/td>\n<\/tr>\n
572<\/td>\nAITC
ANSI <\/td>\n<\/tr>\n
573<\/td>\nAPA <\/td>\n<\/tr>\n
574<\/td>\nARDM
ARI
ASCE
ASHRAE <\/td>\n<\/tr>\n
575<\/td>\nASME <\/td>\n<\/tr>\n
576<\/td>\nASSE
ASTM <\/td>\n<\/tr>\n
585<\/td>\nAWS <\/td>\n<\/tr>\n
586<\/td>\nAWPA
AWWA <\/td>\n<\/tr>\n
587<\/td>\nCGSB
CISPI
CPSC
CRRC
CSA <\/td>\n<\/tr>\n
589<\/td>\nCSSB
DASMA
DOC\/NIST
DOE <\/td>\n<\/tr>\n
590<\/td>\nDOL\/OSHA
DOTn
FCPA
FEMA
FLORIDA CODES <\/td>\n<\/tr>\n
592<\/td>\nFM
FRSA
FS
FSEC
FTC <\/td>\n<\/tr>\n
593<\/td>\nFWC
GA
GAMA
HI
HPVA
HUD <\/td>\n<\/tr>\n
594<\/td>\nICC
ISO
MSS
NAAMM
NAIMA
NCMA <\/td>\n<\/tr>\n
595<\/td>\nNFPA
NFRC
NRCA
NSF
NSPI <\/td>\n<\/tr>\n
596<\/td>\nRMI\/SMA
RCSC
SAE
SDI
SDI <\/td>\n<\/tr>\n
597<\/td>\nSJI
SMACNA
SSPC
SPRI
SRCC
STI <\/td>\n<\/tr>\n
598<\/td>\nTECO
TMS
TPI
UL <\/td>\n<\/tr>\n
599<\/td>\nULC
WDMA
WPPC <\/td>\n<\/tr>\n
600<\/td>\nWQA <\/td>\n<\/tr>\n
601<\/td>\nCHAPTER 44 HIGH-VELOCITY HURRICANE ZONES
SECTION R4401 HIGH-VELOCITY HURRICANE ZONES \u2014 EXTERIOR WALL COVERING
SECTION R4402 HIGH-VELOCITY HURRICANE ZONES \u2014 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
602<\/td>\nSECTION R4402.2 HIGH-VELOCITY HURRICANE ZONES \u2014DEFINITIONS <\/td>\n<\/tr>\n
604<\/td>\nSECTION R4402.3 HIGH-VELOCITY HURRICANE ZONES \u2014 WEATHER PROTECTION <\/td>\n<\/tr>\n
605<\/td>\nSECTION R4402.4 HIGH-VELOCITY HURRICANE ZONES \u2014PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
606<\/td>\nTABLE R4402.4.2 MINIMUM SLOPE
SECTION R4402.5 HIGH-VELOCITY HURRICANE ZONES \u2014 FIRE CLASSIFICATION
SECTION R4402.6 HIGH-VELOCITY HURRICANE ZONES \u2014MATERIALS <\/td>\n<\/tr>\n
607<\/td>\nSECTION R4402.7 HIGH-VELOCITY HURRICANE ZONES \u2014 ROOF COVERINGS WITH SLOPES 2:12 OR GREATER <\/td>\n<\/tr>\n
610<\/td>\nSECTION R4402.8 HIGH-VELOCITY HURRICANE ZONES \u2014 ROOF COVERINGS WITH SLOPES LESS THAN 2:12
TABLE R4402.8.3A SLOPE AND APPLICATION TEMPERATURE CRITERIA
TABLE R4402.8.3B SLOPE AND APPLICATION TEMPERATURE CRITERIA <\/td>\n<\/tr>\n
612<\/td>\nSECTION R4402.9 HIGH-VELOCITY HURRICANE ZONES \u2014ROOF INSULATION <\/td>\n<\/tr>\n
613<\/td>\nSECTION R4402.10 HIGH-VELOCITY HURRICANE ZONES \u2014REROOFING <\/td>\n<\/tr>\n
614<\/td>\nSECTION R4402.11 HIGH-VELOCITY HURRICANE ZONES \u2014 ROOFTOP STRUCTURES AND COMPONENTS <\/td>\n<\/tr>\n
615<\/td>\nTABLE R4402.11.3 ROOF MOUNTED EQUIPMENT HEIGHT REQUIREMENTS
SECTION R4402.12 HIGH-VELOCITY HURRICANE ZONES \u2014 TESTING <\/td>\n<\/tr>\n
618<\/td>\nSECTION R4402.13 HIGH-VELOCITY HURRICANE ZONES \u2014REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS <\/td>\n<\/tr>\n
620<\/td>\nSECTION R4402.14 HIGH-VELOCITY HURRICANE ZONES \u2014 UNIFORM PERMIT APPLICATION <\/td>\n<\/tr>\n
625<\/td>\nSECTION R4403 HIGH-VELOCITY HURRICANE ZONES\u2014GENERAL
SECTION R4403.2 HIGH-VELOCITY HURRICANE ZONES\u2014DEFLECTION
SECTION R4403.3 HIGH-VELOCITY HURRICANE ZONES\u2014VOLUME CHANGES
SECTION R4403.4 HIGH-VELOCITY HURRICANE ZONES\u2014MINIMUM LOADS <\/td>\n<\/tr>\n
626<\/td>\nSECTION R4403.5 HIGH-VELOCITY HURRICANE ZONES \u2014ROOF LIVE LOADS
SECTION R4403.6 HIGH-VELOCITY HURRICANE ZONES \u2014ROOF DRAINAGE
FIGURE R4403.6.3 REQUIRED AREA OF OVERFLOW SCUPPERS
SECTION R4403.7 HIGH-VELOCITY HURRICANE ZONES \u2014SPECIAL LOAD CONSIDERATIONS <\/td>\n<\/tr>\n
628<\/td>\nSECTION R4403.8 HIGH-VELOCITY HURRICANE ZONES \u2014 LIVE LOAD REDUCTIONS
SECTION R4403.9 HIGH-VELOCITY HURRICANE ZONES \u2014WIND LOADS
SECTION R4403.10 HIGH VELOCITY HURRICANE ZONES \u2014OVERTURNING MOMENT AND UPLIFT
SECTION R4403.11 RESERVED
SECTION R4403.12 HIGH-VELOCITY HURRICANE ZONES \u2014 SCREEN ENCLOSURES <\/td>\n<\/tr>\n
629<\/td>\nSECTION R4403.13 RESERVED
SECTION R4403.14 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION DESIGN
SECTION R4403.15 HIGH-VELOCITY HURRICANE ZONES\u2014LOAD TESTS
TABLE R4403.15.4 FATIGUE LOADING SEQUENCE
SECTION R4403.16 HIGH-VELOCITY HURRICANE ZONES\u2014 IMPACT TESTS FOR WIND-BORNE DEBRIS <\/td>\n<\/tr>\n
632<\/td>\nTABLE R4403.16 CYCLIC WIND PRESSURE LOADING
SECTION R4404 HIGH-VELOCITY HURRICANE ZONES \u2014FOUNDATIONS AND RETAINING WALLS
SECTION R4404.2 HIGH-VELOCITY HURRICANE ZONES \u2014 BEARING CAPACITY OF SOIL
SECTION R4404.3 HIGH-VELOCITY HURRICANE ZONES\u2014SOIL BEARING FOUNDATIONS <\/td>\n<\/tr>\n
634<\/td>\nTABLE R4404.3.6 ALLOWABLE LATERAL PRESSURE
SECTION R4404.4 HIGH-VELOCITY HURRICANE ZONES CONCRETE SLABS ON FILL <\/td>\n<\/tr>\n
635<\/td>\nSECTION R4404.5 HIGH-VELOCITY HURRICANE ZONES \u2014MONOLITHIC FOOTINGS <\/td>\n<\/tr>\n
636<\/td>\nSECTION R4404.6 HIGH-VELOCITY HURRICANE ZONES\u2014PILE FOUNDATIONS <\/td>\n<\/tr>\n
638<\/td>\nSECTION R4404.7 HIGH-VELOCITY HURRICANE ZONES WOOD PILES
TABLE R4404.7
SECTION R4404.8 HIGH-VELOCITY HURRICANE ZONES \u2014PRECAST CONCRETE PILES <\/td>\n<\/tr>\n
639<\/td>\nTABLE R4404.8
SECTION R4404.9 HIGH-VELOCITY HURRICANE ZONES\u2014PRESTRESSED PRECAST CONCRETE PILES
SECTION R4404.10 HIGH-VELOCITY HURRICANE ZONES\u2014CAST-IN-PLACE
SECTION R4404.11 HIGH-VELOCITY HURRICANE ZONES\u2014ROLLED STRUCTURAL SHAPES <\/td>\n<\/tr>\n
640<\/td>\nSECTION R4404.12 HIGH-VELOCITY HURRICANE ZONES\u2014 SPECIAL PILES OR SPECIAL CONDITIONS
SECTION R4404.13 HIGH-VELOCITY HURRICANE ZONES\u2014 LOAD TESTS ON PILES
SECTION R4404.14 HIGH-VELOCITY HURRICANE ZONES\u2014FOUNDATION WALLS AND GRADE BEAMS <\/td>\n<\/tr>\n
641<\/td>\nSECTION R4404.15 HIGH-VELOCITY HURRICANE ZONES \u2014 GRADES UNDER BUILDINGS
SECTION R4404.16 HIGH-VELOCITY HURRICANE ZONES \u2014RETAINING WALLS
SECTION R4404.17 HIGH-VELOCITY HURRICANE ZONES \u2014SEAWALLS AND BULKHEADS
SECTION R4404.18 HIGH-VELOCITY HURRICANE ZONES \u2014SOIL IMPROVEMENT <\/td>\n<\/tr>\n
642<\/td>\nSECTION R4405 HIGH-VELOCITY HURRICANE ZONES \u2014CONCRETE
SECTION R4405.2 HIGH-VELOCITY HURRICANE ZONES \u2014STANDARDS
SECTION R4405.3 HIGH-VELOCITY HURRICANE ZONES —DEFINITIONS
SECTION R4405.4 HIGH-VELOCITY HURRICANE ZONES –MATERIALS <\/td>\n<\/tr>\n
644<\/td>\nSECTION R4405.5 HIGH VELOCITY HURRICANE ZONES \u2014CONCRETE QUALITY <\/td>\n<\/tr>\n
645<\/td>\nSECTION R4405.6 HIGH-VELOCITY HURRICANE ZONES \u2014MIXING AND PLACING CONCRETE <\/td>\n<\/tr>\n
646<\/td>\nSECTION R4405.7 HIGH-VELOCITY HURRICANE ZONES \u2014FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
647<\/td>\nSECTION R4405.8 HIGH-VELOCITY HURRICANE ZONES \u2014DETAILS OF REINFORCEMENT <\/td>\n<\/tr>\n
649<\/td>\nSECTION R4405.9 HIGH-VELOCITY HURRICANE ZONES —PRECAST CONCRETE UNITS <\/td>\n<\/tr>\n
650<\/td>\nSECTION R4405.10 HIGH-VELOCITY HURRICANE ZONES \u2014PRESTRESSED CONCRETE <\/td>\n<\/tr>\n
652<\/td>\nSECTION R4405.11 HIGH-VELOCITY HURRICANE ZONES \u2014PNEUMATICALLY PLACED CONCRETE (SHOTCRETE) <\/td>\n<\/tr>\n
653<\/td>\nSECTION R4405.12 HIGH-VELOCITY HURRICANE ZONES \u2014LIGHTWEIGHT INSULATING CONCRETE FILL <\/td>\n<\/tr>\n
654<\/td>\nSECTION 4406 HIGH-VELOCITY HURRICANE ZONE SLIGHT METAL ALLOYS <\/td>\n<\/tr>\n
656<\/td>\nSECTION 4407 HIGH-VELOCITY HURRICANE ZONES \u2014MASONRY
SECTION R4407.2 HIGH-VELOCITY HURRICANE ZONES \u2014QUALITY, TESTS, AND APPROVALS <\/td>\n<\/tr>\n
658<\/td>\nMORTAR STRENGTH PROPERTY SPECIFICATIONS TABLE
TYPE OF MORTAR BASED ON LOCATION TABLE
MASONRY WALLS LIMIT OF GROSS AREA TABLE
SECTION R4407.3 HIGH-VELOCITY HURRICANE ZONES \u2014ALLOWABLE UNIT STRESSES IN UNIT MASONRY
SECTION R4407.4 HIGH-VELOCITY HURRICANE ZONES CONSTRUCTION DETAILS <\/td>\n<\/tr>\n
663<\/td>\nSECTION R4407.5 HIGH-VELOCITY HURRICANE ZONES \u2014REINFORCED UNIT MASONRY <\/td>\n<\/tr>\n
664<\/td>\nSECTION R4408 HIGH-VELOCITY HURRICANE ZONES \u2014 STEEL <\/td>\n<\/tr>\n
665<\/td>\nSECTION R4408.2 HIGH-VELOCITY HURRICANE ZONES \u2014 MATERIAL <\/td>\n<\/tr>\n
666<\/td>\nSECTION R4408.3 HIGH-VELOCITY HURRICANE ZONES \u2014 DESIGN LOADS
SECTION R4408.4 HIGH-VELOCITY HURRICANE ZONES \u2014 MINIMUM THICKNESS OF MATERIAL
SECTION R4408.5 HIGH-VELOCITY HURRICANE ZONES —CONNECTIONS
SECTION R4408.6 HIGH-VELOCITY HURRICANE ZONES \u2014 TUBULAR COLUMNS
SECTION R4408.7 HIGH-VELOCITY HURRICANE ZONES —PROTECTION OF METAL
SECTION R4408.8 HIGH-VELOCITY HURRICANE ZONES \u2014 OPEN WEB STEEL JOISTS <\/td>\n<\/tr>\n
668<\/td>\nSECTION R4408.9 HIGH VELOCITY HURRICANE ZONES — COLD-FORMED STEEL CONSTRUCTION <\/td>\n<\/tr>\n
669<\/td>\nSECTION R4408.10 HIGH-VELOCITY HURRICANE ZONES \u2014PREENGINEERED, PREFABRICATED METAL BUILDING SYSTEMS AND COMPONENTS (PREENGINEERED STRUCTURES) <\/td>\n<\/tr>\n
670<\/td>\nSECTION R4408.11 HIGH-VELOCITY HURRICANE ZONES —CHAIN LINK FENCES <\/td>\n<\/tr>\n
671<\/td>\nTABLE R4408.11 CHAIN LINK FENCE MINIMUM REQUIREMENTS
SECTION R4409 HIGH-VELOCITY HURRICANE ZONES\u2014WOOD <\/td>\n<\/tr>\n
673<\/td>\nSECTION R4409.2 HIGH-VELOCITY HURRICANE ZONES\u2014QUALITY <\/td>\n<\/tr>\n
674<\/td>\nTABLE R4409.2.4.2 MINIMUM GRADE REQUIREMENTS: BOARD GRADES
SECTION R4409.3 RESERVED
SECTION R4409.4 HIGH-VELOCITY HURRICANE ZONES\u2014UNIT STRESSES
SECTION R4409.5 HIGH-VELOCITY HURRICANE ZONES\u2014VERTICAL FRAMING <\/td>\n<\/tr>\n
676<\/td>\nSECTION R4409.6 HIGH-VELOCITY HURRICANE ZONES \u2014HORIZONTAL FRAMING <\/td>\n<\/tr>\n
681<\/td>\nSECTION R4409.7 HIGH-VELOCITY HURRICANE ZONES \u2014FIRESTOPS <\/td>\n<\/tr>\n
682<\/td>\nSECTION R4409.8 HIGH-VELOCITY HURRICANE ZONES \u2014ANCHORAGE
SECTION R4409.9 HIGH-VELOCITY HURRICANE ZONES \u2014SHEATHING <\/td>\n<\/tr>\n
683<\/td>\nTABLE R4409.9.1.6 PLYWOOD SUBFLOOR1
TABLE R4409.9.1.13 ALLOWABLE SPAN FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT1 (SINGLE FLOOR PANELS) <\/td>\n<\/tr>\n
684<\/td>\nTABLE R4409.9.2.3 ALLOWABLE SPAN FOR PLYWOOD ROOF SHEATHING1 <\/td>\n<\/tr>\n
685<\/td>\nSECTION R4409.10 HIGH-VELOCITY HURRICANE ZONES \u2014 FURRING
SECTION R4409.11 HIGH-VELOCITY HURRICANE ZONES \u2014CONNECTORS
SECTION R4409.12 HIGH-VELOCITY HURRICANE ZONES \u2014WOOD SUPPORTING MASONRY
SECTION R4409.13 HIGH-VELOCITY HURRICANE ZONES \u2014PROTECTION OF WOOD <\/td>\n<\/tr>\n
687<\/td>\nTABLE R4409.13.1 NAIL CONNECTION FOR WOOD MEMBERS <\/td>\n<\/tr>\n
688<\/td>\nSECTION R4409.14 HIGH-VELOCITY HURRICANE ZONES \u2014FIRE-RETARDANT WOOD
SECTION R4409.15 HIGH-VELOCITY HURRICANE ZONES \u2014WOOD FENCES
SECTION R4409.16 HIGH-VELOCITY HURRICANE ZONES \u2014FIRE-RETARDANT-TREATED SHAKES AND SHINGLES <\/td>\n<\/tr>\n
689<\/td>\nSECTION R4409.17 HIGH-VELOCITY HURRICANE ZONES \u2014WOOD BLOCKING
SECTION R4410 HIGH-VELOCITY HURRICANE ZONES \u2014GLASS AND GLAZING
SECTION R4410.2 HIGH-VELOCITY HURRICANE ZONES \u2014WINDOWS, DOORS, GLASS AND GLAZING <\/td>\n<\/tr>\n
693<\/td>\nSECTION R4410.3 HIGH-VELOCITY HURRICANE ZONES \u2014GLASS VENEER <\/td>\n<\/tr>\n
694<\/td>\nSECTION R4410.4 HIGH-VELOCITY HURRICANE ZONES\u2013STORM SHUTTERS\/EXTERNAL PROTECTIVE DEVICES
SECTION R4410.5 HIGH-VELOCITY HURRICANE ZONES \u2014CURTAIN WALLS <\/td>\n<\/tr>\n
695<\/td>\nSECTION R4410.6 HIGH-VELOCITY HURRICANE ZONES \u2014STRUCTURAL GLAZING SYSTEMS <\/td>\n<\/tr>\n
696<\/td>\nSECTION R4411 HIGH-VELOCITY HURRICANE ZONES \u2014GYPSUM BOARD AND PLASTER <\/td>\n<\/tr>\n
697<\/td>\nTABLE R4411.1.3.2 WEIGHTS OF METAL AND WIRE LATH*
TABLE R4411.1.5.2 SPANS AND SPACING OF MAIN RUNNERS
TABLE R4411.1.5.3 SIZES OF CROSS FURRING IN SUSPENDED AND FURRED CEILINGS <\/td>\n<\/tr>\n
698<\/td>\nTABLE R4411.1.5.4 HANGERS SUPPORTING SUSPENDED CEILINGS
SECTION R4411.2 HIGH VELOCITY HURRICANE ZONES\u2013PLASTER
TABLE R4411.2.1.5 REQUIRED THICKNESS OF INTERIOR PLASTER <\/td>\n<\/tr>\n
699<\/td>\nTABLE R4411.2.3.1.1 GYPSUM AND HARDWALL PLASTER <\/td>\n<\/tr>\n
700<\/td>\nSECTION R4411.3 HIGH-VELOCITY HURRICANE ZONES \u2014 STUCCO <\/td>\n<\/tr>\n
701<\/td>\nSECTION R4411.4 HIGH-VELOCITY HURRICANE ZONES \u2014 GYPSUM BOARD PRODUCTS AND ACCESSORY ITEMS <\/td>\n<\/tr>\n
702<\/td>\nSECTION R4411.5 HIGH-VELOCITY HURRICANE ZONES \u2014SUSPENDED AND FURRED CEILINGS
SECTION R4411.6 HIGH-VELOCITY HURRICANE ZONES \u2014ASBESTOS
SECTION R4411.7 HIGH-VELOCITY HURRICANE ZONES \u2014 TILE
SECTION R4412 HIGH-VELOCITY HURRICANE ZONES \u2014 PLASTICS <\/td>\n<\/tr>\n
705<\/td>\nTABLE R4412.1.4.4.4 AREA LIMITATIONS FOR ROOF PANELS <\/td>\n<\/tr>\n
706<\/td>\nTABLE R4412.1.4.3.1.3 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR PLASTIC WALL PANELS IN NONFIRE-RATED WALLS <\/td>\n<\/tr>\n
707<\/td>\nSECTION R4413 HIGH-VELOCITY HURRICANE ZONES \u2014STORM DRAINAGE
TABLE R4413.1.6 FITTINGS FOR CHANGE IN DIRECTION
SECTION R4413.2 HIGH VELOCITY HURRICANE ZONES \u2014MATERIALS <\/td>\n<\/tr>\n
708<\/td>\nTABLE R4413.2.2 ABOVE-GROUND DRAINAGE AND VENT PIPE
TABLE R4413.2.3 UNDERGROUND BUILDING DRAINAGE AND VENT PIPE
TABLE R4413.2.4 BUILDING STORM SEWER PIPE
TABLE R4413.2.5 SUBSOIL DRAIN PIPE <\/td>\n<\/tr>\n
709<\/td>\nTABLE R4413.2.7 PIPE FITTINGS
SECTION R4413.3 RESERVED
SECTION R4413.4 HIGH-VELOCITY HURRICANE ZONES\u2014CONDUCTORS AND CONNECTIONS
SECTION R4413.5 HIGH-VELOCITY HURRICANE ZONES\u2013ROOF DRAINS
SECTION R4413.6 HIGH VELOCITY HURRICANE ZONES\u2013SIZE OF CONDUCTORS, LEADERS AND STORM DRAINS
SECTION R4413.7 HIGH-VELOCITY HURRICANE ZONES\u2013SECONDARY (EMERGENCY) ROOF DRAINS <\/td>\n<\/tr>\n
710<\/td>\nFIGURE R4413.6.1 100-YEAR, 1-HOUR RAINFALL (inches) EASTERN UNITED STATES <\/td>\n<\/tr>\n
711<\/td>\nTABLE R4413.6.2 SIZE OF VERTICAL CONDUCTORS AND LEADERS
TABLE R4413.6.3 SIZE OF HORIZONTAL STORM DRAINAGE PIPING <\/td>\n<\/tr>\n
712<\/td>\nTABLE R4416.6.6 SIZE OF SEMICIRCULAR ROOF GUTTERS <\/td>\n<\/tr>\n
713<\/td>\nTABLE R4413.7 SIZING SCUPPERS FOR A 5 INCHES PER HOUR RATE OF RAINFALL <\/td>\n<\/tr>\n
715<\/td>\nAPPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING <\/td>\n<\/tr>\n
716<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
717<\/td>\nTABLE A.2.2\u2014(CONTINUED) EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
718<\/td>\nTABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1) THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60 <\/td>\n<\/tr>\n
720<\/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
721<\/td>\nTABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES <\/td>\n<\/tr>\n
722<\/td>\nFIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC) <\/td>\n<\/tr>\n
723<\/td>\nFIGURE A.6 (b) CAPACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 PSI AND ABOVE)
FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM <\/td>\n<\/tr>\n
724<\/td>\nFIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM
FIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n
725<\/td>\nFIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
727<\/td>\nAPPENDIX B (IFGS) SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS
EXAMPLES USING SINGLE APPLIANCE VENTING TABLES
FIGURE B-1 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A TYPE B DOUBLE-WALL VENT
FIGURE B-2 TYPE B DOUBLE-WALL VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A SINGLE-WALL METAL VENT CONNECTOR <\/td>\n<\/tr>\n
728<\/td>\nFIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B
FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR
FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE
FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR <\/td>\n<\/tr>\n
729<\/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
730<\/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
731<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
732<\/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
734<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
735<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
737<\/td>\nAPPENDIX C (IFGS) 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
739<\/td>\nAPPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION RESERVED <\/td>\n<\/tr>\n
741<\/td>\nAPPENDIX E CHAPTER 9B-53 FLORIDA STANDARD FOR MITIGATION OF RADON IN EXISTING BUILDINGS <\/td>\n<\/tr>\n
742<\/td>\nINTRODUCTION
PRINCIPAL APPROACHES FOR RADON MITIGATION IN EXISTING BUILDINGS
FOREWORD <\/td>\n<\/tr>\n
743<\/td>\nCHAPTER E1 ADMINISTRATION
CHAPTER E2 DEFINITIONS <\/td>\n<\/tr>\n
744<\/td>\nCHAPTER E3 TESTING
CHAPTER E4 STRUCTURAL SEALING AND HVAC SYSTEM BALANCING <\/td>\n<\/tr>\n
745<\/td>\nCHAPTER E5 ENGINEERED SYSTEMS <\/td>\n<\/tr>\n
746<\/td>\nCHAPTER E6 SOIL DEPRESSURIZATION SYSTEMS <\/td>\n<\/tr>\n
749<\/td>\nAPPENDIX F CHAPTER 9B-52 FLORIDA STANDARD FOR PASSIVE RADON-RESISTANT NEW RESIDENTIAL BUILDING CONSTRUCTION <\/td>\n<\/tr>\n
750<\/td>\nCHAPTER F1 GENERAL
CHAPTER F2 DEFINITIONS <\/td>\n<\/tr>\n
751<\/td>\nCHAPTER F3 CONSTRUCTION REQUIREMENTS FOR PASSIVE RADON CONTROL <\/td>\n<\/tr>\n
757<\/td>\nAPPENDIX G SUPPLEMENTAL INFORMATION FOR CHAPTER 11
SUBAPPENDIX G-A JURISDICTIONAL DATA <\/td>\n<\/tr>\n
769<\/td>\nSUBAPPENDIX G-B GENERAL REQUIREMENTS FOR CHAPTER 11
TABLE B1.2.2 R-VALUES OF COMPRESSED INSULATION
TABLE B1.2.3 INSULATION INSTALLATION STANDARDS <\/td>\n<\/tr>\n
770<\/td>\nTABLE B2.1.1 DEFAULT WINDOW ENERGY VALUES <\/td>\n<\/tr>\n
772<\/td>\nTABLE B4.1.1A COOLING SYSTEM TO BE ASSUMED, MINIMUM RATINGS BY DATE PERMITTED AIR CONDITIONERS
TABLE B4.1.1B HEATING SYSTEM ASSUMED, MINIMUM RATINGS BY DATE PERMITTED HEAT PUMPS <\/td>\n<\/tr>\n
773<\/td>\nSUBAPPENDIX G-C SUPPLEMENTAL CRITERIA FOR THE ALTERNATE RESIDENTIAL POINTS SYSTEM METHOD
EQUATION C1.2 INTERPOLATION FROM TABLES
EQUATION C2.1.2A
EQUATION C2.1.2B
EQUATION C2.1.2D <\/td>\n<\/tr>\n
774<\/td>\nTABLE C2.1.1.A SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 1, 2, 3 <\/td>\n<\/tr>\n
775<\/td>\nTABLE C2.1.1A (CONTINUED) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 1,2,3 <\/td>\n<\/tr>\n
776<\/td>\nTABLE C2.1.1B SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 4,5,6 <\/td>\n<\/tr>\n
777<\/td>\nTABLE C2.1.1B (CONTINUED) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 4,5,6 <\/td>\n<\/tr>\n
778<\/td>\nTABLE C2.1.1C SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 7,8,9 <\/td>\n<\/tr>\n
779<\/td>\nTABLE C2.1.1C (CONTINUED) SUBSTITUTE GLASS POINT MULTIPLIERS BY GLASS SOLAR HEAT GAIN COEFFICIENT AND ORIENTATION FOR CLIMATE ZONES 7,8,9 <\/td>\n<\/tr>\n
780<\/td>\nEQUATION C2.1.2E
EQUATION C2.1.2F
EQUATION C2.1.2G
EQUATION C2.1.2H
FIGURE C2.1.5 <\/td>\n<\/tr>\n
781<\/td>\nTABLE C2.2.1 CONCRETE BLOCK MULTIPLIERS \u2013 LIGHT WEIGHT
TABLE C2.2.2 CONCRETE BLOCK MULTIPLIERS POLYSTYRENE BEAD AGGREGATE
TABLE C2.4.1 CEILING UNDER ATTIC SUMMER AND WINTER POINT MULTIPLIERS <\/td>\n<\/tr>\n
782<\/td>\nTABLE C2.4.2 CEILING SINGLE ASSEMBLY SUMMER AND WINTER POINT MULTIPLIERS
TABLE C2.4.3 CONCRETE DECK ROOF: EXPOSED SUMMER AND WINTER POINT MULTIPLIERS
TABLE C2.4.4 CONCRETE ROOF DECK: DROPPED SUMMER AND WINTER POINT MULTIPLIERS <\/td>\n<\/tr>\n
783<\/td>\nTABLE C2.4.5 FLOORS MULTIPLIERS FOR STEM WALL WITH STEM WALL INSULATION
EQUATION C4.1.1
TABLE C4.1.2A COOLING SYSTEM MULTIPLIER ASSUMED, MINIMUM RATINGSBY DATE PERMITTED AIR CONDITIONERS
TABLE C4.1.2B COOLING SYSTEM MULTIPLIER ASSUMED, MINIMUM RATINGSBY DATE PERMITTED AIR CONDITIONERS <\/td>\n<\/tr>\n
784<\/td>\nTABLE C4.2.1.1 FAN SIZING TABLE
TABLE C4.2 COOLING SYSTEM MULTIPLIERS GAS FUELED AIR CONDITIONERS <\/td>\n<\/tr>\n
786<\/td>\nFIGURE C4.2.1.4 ACCEPTABLE ATTIC RADIANT BARRIER CONFIGURATIONS <\/td>\n<\/tr>\n
787<\/td>\nTABLE C4.3.1.3A HEATING SYSTEM CREDIT MULTIPLIERS FOR COMBINED HYDRONIC SPACE GAS WATER HEATING WITH A STORAGE TANK
TABLE C4.3.1.3B HEATING SYSTEM CREDIT MULTIPLIERS FOR COMBINED HYDRONIC INSTANTANEOUS (TANKLESS) GAS WATER HEATING <\/td>\n<\/tr>\n
788<\/td>\nTABLE C4.3.2 HEATING SYSTEM MULTIPLIERS GAS FUELED HEAT PUMPS <\/td>\n<\/tr>\n
789<\/td>\nTABLE C5.2.1A DUCT MULTIPLIERS NORTH FLORIDA <\/td>\n<\/tr>\n
790<\/td>\nTABLE C5.2.1A DUCT MULTIPLIERS NORTH FLORIDA (CONTINUED) <\/td>\n<\/tr>\n
791<\/td>\nTABLE C5.2.1B DUCT MULTIPLIERS CENTRAL FLORIDA <\/td>\n<\/tr>\n
792<\/td>\nTABLE C5.2.1B DUCT MULTIPLIERS CENTRAL FLORIDA (CONTINUED) <\/td>\n<\/tr>\n
793<\/td>\nTABLE C 5.2.1CDUCT MULTIPLIERS SOUTH FLORIDA <\/td>\n<\/tr>\n
794<\/td>\nTABLE C5.2.1C DUCT MULTIPLIERS SOUTH FLORIDA( CONTINUED) <\/td>\n<\/tr>\n
795<\/td>\nTABLE C6.2.1 GAS INSTANTANEOUS (TANKLESS) WATER HEATER MULTIPLIERS <\/td>\n<\/tr>\n
797<\/td>\nSUBAPPENDIX G-D FORMS <\/td>\n<\/tr>\n
799<\/td>\nFORM 600A-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ALTERNATE RESIDENTIAL POINTS SYSTEM METHOD NORTH 1 2 3 <\/td>\n<\/tr>\n
805<\/td>\nFORM 600A-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ALTERNATE RESIDENTIAL POINTS SYSTEM METHOD CENTRAL 4 5 6 <\/td>\n<\/tr>\n
811<\/td>\nFORM 600A-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ALTERNATE RESIDENTIAL POINTS SYSTEM METHOD SOUTH 7 8 9 <\/td>\n<\/tr>\n
817<\/td>\n1100B-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTIONFORM RESIDENTIAL COMPONENT PRESCRIPTIVE METHOD B NORTH 1 2 3 <\/td>\n<\/tr>\n
819<\/td>\nFORM 1100B-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL COMPONENT PRESCRIPTIVE METHOD B CENTRAL 4 5 6 <\/td>\n<\/tr>\n
821<\/td>\nFORM 1100B-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL COMPONENT PRESCRIPTIVE METHOD B SOUTH 7 8 9 <\/td>\n<\/tr>\n
823<\/td>\nFORM 1100C-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL LIMITED APPLICATIONS PRESCRIPTIVE METHOD C NORTH 1 2 3 SMALL ADDITIONS, RENOVATIONS & BUILDING SYSTEMS <\/td>\n<\/tr>\n
825<\/td>\nFORM 1100C-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL LIMITED APPLICATIONS PRESCRIPTIVE METHOD C CENTRAL 4 5 6 SMALL ADDITIONS, RENOVATIONS & BUILDING SYSTEMS <\/td>\n<\/tr>\n
827<\/td>\nFORM 1100C-07 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION RESIDENTIAL LIMITED APPLICATIONS PRESCRIPTIVE METHOD C SOUTH 7 8 9 SMALL ADDITIONS, RENOVATIONS & BUILDING SYSTEMS <\/td>\n<\/tr>\n
829<\/td>\nFORM 1100D-07 <\/td>\n<\/tr>\n
830<\/td>\nENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD <\/td>\n<\/tr>\n
831<\/td>\nSUBAPPENDIX G-E FLORIDA STANDARD NO. 1 (FL-1) FLORIDA REGULATORY MODIFICATIONS TO AIR-CONDITIONING & REFRIGERATION INSTITUTE (ARI) STANDARD 470-80 EFFECTIVE APRILl 1, 1986
SECTION 1 PURPOSE
SECTION 2 SCOPE
SECTION 3 DEFINITIONS
SECTION 4 STANDARD EQUIPMENT AND ACCESSORIES
SECTION 5 TESTING AND RATING REQUIREMENTS <\/td>\n<\/tr>\n
832<\/td>\nSECTION 7 MARKING
SECTION 8 CONFORMANCE
SECTION A2 SCOPE
SECTION A3 DEFINITIONS
SECTION A4 EXPRESSION OF TEST RESULTS
SECTION A5 TEST METHODS <\/td>\n<\/tr>\n
833<\/td>\nAPPENDIX H PATIO COVERS RESERVED <\/td>\n<\/tr>\n
835<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL RESERVED <\/td>\n<\/tr>\n
837<\/td>\n[EB] APPENDIX J EXISTING BUILDINGS AND STRUCTURES RESERVED <\/td>\n<\/tr>\n
839<\/td>\nAPPENDIX K SOUND TRANSMISSION RESERVED <\/td>\n<\/tr>\n
841<\/td>\nAPPENDIX L PERMIT FEES RESERVED <\/td>\n<\/tr>\n
843<\/td>\nAPPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY RESERVED <\/td>\n<\/tr>\n
845<\/td>\nAPPENDIX N VENTING METHODS RESERVED <\/td>\n<\/tr>\n
847<\/td>\nAPPENDIX O GRAY WATER RECYCLING SYSTEMS
SECTION AO101 GENERAL
SECTION AO102 SYSTEMS FOR FLUSHING WATERCLOSETS AND URINALS <\/td>\n<\/tr>\n
848<\/td>\nFIGURE AO101.1(1) GRAY WATER RECYCLING SYSTEM FOR FLUSHING WATER CLOSETS AND URINALS
FIGURE AO101.1(2) GRAY WATER RECYCLING SYSTEM FOR SUBSURFACE LANDSCAPE IRRIGATION <\/td>\n<\/tr>\n
849<\/td>\nSECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
(EQUATION AO-1) <\/td>\n<\/tr>\n
850<\/td>\nTABLE AO103.8 LOCATION OF GRAY WATER SYSTEM
TABLE AO103.9.1 DESIGN LOADING RATE
TABLE AO103.10 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
851<\/td>\nAPPENDIX P FIRE SPRINKLER SYSTEM RESERVED <\/td>\n<\/tr>\n
853<\/td>\nAPPENDIX Q ICC IRC ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFERENCE RESERVED <\/td>\n<\/tr>\n
855<\/td>\nINDEX <\/td>\n<\/tr>\n
865<\/td>\nSIGNIFICANT CHANGES TO THE FLORIDA BUILDING CODE, 2007 EDITION
SIGNIFICANT CHANGES TO THE FLORIDA RESIDENTIAL CODE, 2007 EDITION
2007 FLORIDA COMMENTARIES <\/td>\n<\/tr>\n
866<\/td>\nICC MEMBERSHIP INFORMATION <\/td>\n<\/tr>\n
867<\/td>\nREFERENCED STANDARDS <\/td>\n<\/tr>\n
868<\/td>\nINTERNATIONAL CODE COUNCIL\u00ae ORDER FORM <\/td>\n<\/tr>\n
869<\/td>\n2007 FLORIDA BUILDING CODE CHAPTER 1 BUILDING <\/td>\n<\/tr>\n
871<\/td>\nCHAPTER 1 ADMINISTRATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
873<\/td>\nSECTION 103 DEPARTMENT OF BUILDING SAFETY RESERVED
SECTION 104 DUTIES AND POWERS OF THE BUILDING OFFICIAL
SECTION 105 PERMITS <\/td>\n<\/tr>\n
877<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
880<\/td>\nSECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES <\/td>\n<\/tr>\n
881<\/td>\nSECTION 109 INSPECTIONS <\/td>\n<\/tr>\n
883<\/td>\nSECTION 110 CERTIFICATES OF OCCUPANCY AND COMPLETION <\/td>\n<\/tr>\n
884<\/td>\nSECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS RESERVED
SECTION 113 VIOLATIONS RESERVED
SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE STRUCTURES AND EQUIPMENT RESERVED <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Florida Building Code – Residential<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
FL<\/b><\/a><\/td>\n2007<\/td>\n884<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":10268,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2723],"product_tag":[],"class_list":{"0":"post-10267","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\/10267","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\/10268"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=10267"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=10267"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=10267"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}