{"id":8861,"date":"2024-10-16T19:42:13","date_gmt":"2024-10-16T19:42:13","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/mi-residentialcode-06-2006\/"},"modified":"2024-10-24T11:06:50","modified_gmt":"2024-10-24T11:06:50","slug":"mi-residentialcode-06-2006","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/mi\/mi-residentialcode-06-2006\/","title":{"rendered":"MI ResidentialCode 06 2006"},"content":{"rendered":"

This is a fully integrated custom 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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2006 MICHIGAN RESIDENTIAL CODE <\/td>\n<\/tr>\n
2<\/td>\n2006 MICHIGAN RESIDENTIAL CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nSAMPLE OF ORDINANCE <\/td>\n<\/tr>\n
8<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
16<\/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 <\/td>\n<\/tr>\n
17<\/td>\nSECTION R105 PERMITS <\/td>\n<\/tr>\n
19<\/td>\nSECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
20<\/td>\nSECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES <\/td>\n<\/tr>\n
21<\/td>\nSECTION R109 INSPECTIONS
SECTION R110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
22<\/td>\nSECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS <\/td>\n<\/tr>\n
23<\/td>\nSECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER <\/td>\n<\/tr>\n
24<\/td>\nPART II – DEFINITIONS
CHAPTER 2 – DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
38<\/td>\nPART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 – BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
39<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
40<\/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
41<\/td>\nTABLE R301.2(3) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2(2)
FIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES (\u00b0F) <\/td>\n<\/tr>\n
42<\/td>\nFIGURE R301.2(2)SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
43<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
44<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
45<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
46<\/td>\nFIGURE R301.2(2)\u2014continued SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
47<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
48<\/td>\nFIGURE R301.2(4) BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
49<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
50<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
51<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
52<\/td>\nFIGURE R301.2(4)\u2014continued BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
53<\/td>\nFIGURE R301.2(5) GROUND SNOW LOAD, Pg, FOR MICHIGAN (lb\/ft2) <\/td>\n<\/tr>\n
54<\/td>\nFIGURE R301.2(6) TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
55<\/td>\nFIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES <\/td>\n<\/tr>\n
56<\/td>\nTABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa, b, c
TABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa <\/td>\n<\/tr>\n
57<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
TABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
60<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa,b,c <\/td>\n<\/tr>\n
61<\/td>\nSECTION R302 EXTERIOR WALL LOCATION
TABLE R302.1 EXTERIOR WALLS
SECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
62<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT <\/td>\n<\/tr>\n
63<\/td>\nSECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
FIGURE R307.1 MINIMUM FIXTURE CLEARANCES <\/td>\n<\/tr>\n
64<\/td>\nSECTION R308 GLAZING
TABLE R308.3 MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
66<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
67<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
69<\/td>\nSECTION R312 GUARDS <\/td>\n<\/tr>\n
70<\/td>\nSECTION R313 SMOKE ALARMS <\/td>\n<\/tr>\n
71<\/td>\nSECTION R314 FOAM PLASTIC <\/td>\n<\/tr>\n
72<\/td>\nSECTION R315 FLAME SPREAD AND SMOKE DENSITY <\/td>\n<\/tr>\n
73<\/td>\nSECTION R316 INSULATION
SECTION R317 DWELLING UNIT SEPARATION <\/td>\n<\/tr>\n
75<\/td>\nSECTION R318 MOISTURE VAPOR RETARDERS
SECTION R319 PROTECTION AGAINST DECAY <\/td>\n<\/tr>\n
76<\/td>\nSECTION R320 PROTECTION AGAINSTSUBTERRANEAN TERMITES
SECTION R321 SITE ADDRESS <\/td>\n<\/tr>\n
77<\/td>\nSECTION R322 ACCESSIBILITY
SECTION R323 ELEVATORS AND PLATFORM LIFT
SECTION R324 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
80<\/td>\nCHAPTER 4 – FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
81<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS
TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS <\/td>\n<\/tr>\n
82<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
83<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
84<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
86<\/td>\nFIGURE R403.1.7.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
87<\/td>\nTABLE R403.3 MINIMUM INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
FIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
88<\/td>\nFIGURE R403.3(2) AIR\u2013FREEZING INDEX AN ESTIMATE OF THE 100-YEAR RETURN PERIOD <\/td>\n<\/tr>\n
89<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
90<\/td>\nFIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
SECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
92<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
93<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHESa <\/td>\n<\/tr>\n
94<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHESa <\/td>\n<\/tr>\n
95<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHESa <\/td>\n<\/tr>\n
96<\/td>\nTABLE R404.1.1(5) CONCRETE FOUNDATION WALLSh <\/td>\n<\/tr>\n
97<\/td>\nTABLE R404.1.1(5)\u2014continued CONCRETE FOUNDATION WALLSh
FIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
98<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
100<\/td>\nTABLE R404.4(1) 5.5-INCH THICK FLAT ICF FOUNDATION WALLSa <\/td>\n<\/tr>\n
101<\/td>\nTABLE R404.4(2) 7.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, <\/td>\n<\/tr>\n
102<\/td>\nTABLE R404.4(3) 9.5-INCH-THICK FLAT ICF FOUNDATION WALLSa, b, c, d, e <\/td>\n<\/tr>\n
103<\/td>\nTABLE R404.4(4) WAFFLE GRID ICF FOUNDATION WALLSa <\/td>\n<\/tr>\n
104<\/td>\nTABLE R404.4(5) SCREEN-GRID ICF FOUNDATION WALLSa
SECTION R405 FOUNDATION DRAINAGE <\/td>\n<\/tr>\n
105<\/td>\nSECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
106<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
107<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
108<\/td>\nCHAPTER 5 – FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
109<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
110<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES(Residential sleeping areas, live load = 30 psf, L\/\u00ce\u201d = 360)a <\/td>\n<\/tr>\n
111<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/ = 360)b <\/td>\n<\/tr>\n
112<\/td>\nTABLE R502.3.3(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 R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONYa, b, e, <\/td>\n<\/tr>\n
113<\/td>\nTABLE R502.5(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
114<\/td>\nTABLE R502.5(1)\u2014continued 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
115<\/td>\nTABLE R502.5(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
116<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
117<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
118<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa <\/td>\n<\/tr>\n
119<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOODFLOORS (ON GROUND)
SECTION R505 STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
120<\/td>\nTABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBE <\/td>\n<\/tr>\n
121<\/td>\nFIGURE R505.2(1) C-SECTION
FIGURE R505.2(2) TRACK SECTION
FIGURE R505.2(3) FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
122<\/td>\nTABLE R505.2.4 SCREW SUBSTITUTION FACTOR
FIGURE R505.3 STEEL FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
123<\/td>\nFIGURE R505.3\u2014continued STEEL FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
124<\/td>\nTABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS
TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa <\/td>\n<\/tr>\n
125<\/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
126<\/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
127<\/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
128<\/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
129<\/td>\nTABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANSa, b 33 ksi STEEL
FIGURE R505.3.4 BEARING STIFFENER <\/td>\n<\/tr>\n
130<\/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
131<\/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
132<\/td>\nSECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
134<\/td>\nCHAPTER 6 – WALL CONSTRUCTION
SECTION R601GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
135<\/td>\nTABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
136<\/td>\nTABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
137<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
138<\/td>\nTABLE R602.3(3) WOOD STRUCTURAL PANEL WALL SHEATHING
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa
TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa <\/td>\n<\/tr>\n
139<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
140<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
141<\/td>\nTABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C and D0, D1 AND D2b, c <\/td>\n<\/tr>\n
142<\/td>\nTABLE R602.3.1\u2014continued MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 100 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D0, D1 and D2 <\/td>\n<\/tr>\n
143<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
144<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
145<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
146<\/td>\nTABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
148<\/td>\nTABLE R602.10.1 WALL BRACING <\/td>\n<\/tr>\n
149<\/td>\nTABLE R602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa,
FIGURE R602.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING; SHOWING REQUIRED STUD-TO-STUD NAILING <\/td>\n<\/tr>\n
151<\/td>\nTABLE R602.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS
FIGURE R602.10.6.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
153<\/td>\nFIGURE R602.11.3 STEPPED FOUNDATION CONSTRUCTION
SECTION R603 STEEL WALL FRAMING <\/td>\n<\/tr>\n
154<\/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
155<\/td>\nFIGURE R603.2(1) C-SECTION
FIGURE R603.2(2) TRACK SECTION
FIGURE R603.2(3) WEB HOLES
TABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
157<\/td>\nFIGURE R603.3 STEEL WALL CONSTRUCTION
TABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa <\/td>\n<\/tr>\n
158<\/td>\nFIGURE R603.3.1(1) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(2) WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
159<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULEa
FIGURE R603.3.5 HOLE PATCH <\/td>\n<\/tr>\n
160<\/td>\nFIGURE R603.3.6 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
161<\/td>\nTABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
162<\/td>\nTABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL <\/td>\n<\/tr>\n
163<\/td>\nTABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
164<\/td>\nTABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL <\/td>\n<\/tr>\n
165<\/td>\nTABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
166<\/td>\nTABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL <\/td>\n<\/tr>\n
167<\/td>\nTABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
168<\/td>\nTABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL <\/td>\n<\/tr>\n
169<\/td>\nTABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
170<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 50 ksi STEEL <\/td>\n<\/tr>\n
171<\/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
172<\/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
173<\/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
174<\/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
175<\/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
176<\/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
177<\/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
178<\/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
179<\/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
180<\/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
181<\/td>\nTABLE R603.6(1) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel) <\/td>\n<\/tr>\n
182<\/td>\nTABLE R603.6(2) BOX-BEAM HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, <\/td>\n<\/tr>\n
183<\/td>\nTABLE R603.6(3) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
184<\/td>\nTABLE R603.6(4) BOX-BEAM HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
185<\/td>\nTABLE R603.6(5) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
186<\/td>\nTABLE R603.6(6) BACK-TO-BACK HEADER SPANS Headers supporting roof and ceiling only (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
187<\/td>\nTABLE R603.6(7) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, b, c <\/td>\n<\/tr>\n
188<\/td>\nTABLE R603.6(8) BACK-TO-BACK HEADER SPANS Headers supporting one floor, roof and ceiling (33 ksi steel)a, <\/td>\n<\/tr>\n
189<\/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
TABLE R603.6(11) HEAD TRACK SPAN (33 ksi Steel) <\/td>\n<\/tr>\n
190<\/td>\nFIGURE R603.6 HEADER DETAIL <\/td>\n<\/tr>\n
191<\/td>\nTABLE R603.7 MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLSa, b, c, d, e
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
192<\/td>\nTABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
193<\/td>\nTABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
194<\/td>\nFIGURE R606.11(1) ANCHORAGE REQUIREMENTS FOR MASONRY WALLS LOCATED IN SEISMIC DESIGN CATEGORY A, B OR C AND WHERE WIND LOADS ARE LESS THAN 30 PSF <\/td>\n<\/tr>\n
195<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
196<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 <\/td>\n<\/tr>\n
198<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D <\/td>\n<\/tr>\n
199<\/td>\nTABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.12.4.2MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY <\/td>\n<\/tr>\n
200<\/td>\nTABLE R607.1 MORTAR PROPORTIONSa
SECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
201<\/td>\nSECTION R609 GROUTED MASONRY <\/td>\n<\/tr>\n
202<\/td>\nTABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
203<\/td>\nSECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
204<\/td>\nSECTION R611 INSULATING CONCRETE FORM WALL CONSTRUCTION <\/td>\n<\/tr>\n
205<\/td>\nTABLE R611.2 REQUIREMENTS FOR ICF WALLSb <\/td>\n<\/tr>\n
206<\/td>\nFIGURE 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
207<\/td>\nTABLE R611.3(2) MINIMUM VERTICAL WALL REINFORCEMENT FOR FLAT ICF ABOVE-GRADE WALLSa, b, c, d <\/td>\n<\/tr>\n
208<\/td>\nTABLE R611.4(1) MINIMUM VERTICAL WALL REINFORCEMENT FOR WAFFLE-GRID ICF ABOVE-GRADE WALLSa, b, c
FIGURE R611.4 WAFFLE-GRID ICF WALL SYSTEM <\/td>\n<\/tr>\n
209<\/td>\nTABLE R611.5 MINIMUM VERTICAL WALL REINFORCEMENT FOR SCREEN-GRID ICF ABOVE-GRADE WALLSa, b, c
FIGURE R611.5 SCREEN-GRID IFC WALL SYSTEM <\/td>\n<\/tr>\n
210<\/td>\nTABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLSa
FIGURE R611.7(1) ICF WALL CONSTRUCTION <\/td>\n<\/tr>\n
212<\/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
213<\/td>\nTABLE R611.7(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa, b, c, d, f NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
214<\/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
215<\/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
216<\/td>\nTABLE R611.7(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR SCREEN-GRID ICF LINTELS IN LOAD-BEARING WALLSa, b, c, d,e, f, g 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, g NO. 5 BOTTOM BAR SIZE <\/td>\n<\/tr>\n
217<\/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
218<\/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
219<\/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
220<\/td>\nTABLE R611.7(9B) MINIMUM SOLID SIDEWALL LENGTH REQUIREMENTS FOR FLAT ICF WALLS (WIND PARALLEL TO RIDGE) a, b, c, <\/td>\n<\/tr>\n
221<\/td>\nTABLE R611.7(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS IN NONLOAD-BEARING WALLS WITHOUT STIRRUPSa,b,c,d NO. 4 BOTTOM BAR <\/td>\n<\/tr>\n
222<\/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
223<\/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 <\/td>\n<\/tr>\n
224<\/td>\nTABLE R611.7(11) MINIMUM PERCENTAGE OF SOLID WALL LENGTH ALONG EXTERIOR WALL LINES FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2a,
TABLE R611.7.4 WIND VELOCITY PRESSURE FOR DETERMINATION OF MINIMUM SOLID WALL LENGTHa <\/td>\n<\/tr>\n
225<\/td>\nFIGURE R611.7(2) REINFORCEMENT OF OPERNINGS
FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
226<\/td>\nFIGURE R611.7(4) SINGLE FORM HEIGHT WAFFLE-GRID LINTEL
FIGURE R611.7(5) DOUBLE FORM HEIGHT WAFFLE-GRID LINTEL <\/td>\n<\/tr>\n
227<\/td>\nFIGURE R611.7(6) SINGLE FORM HEIGHT SCREEN-GRID LINTEL
FIGURE R611.7(7) DOUBLE FORM HEIGHT SCREEN-GRID LINTEL <\/td>\n<\/tr>\n
228<\/td>\nFIGURE R611.7.1.4 LAP SPLICES
FIGURE R611.7.4 MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
230<\/td>\nTABLE R611.8(1) FLOOR LEDGER-ICF WALL CONNECTION (SIDE-BEARING CONNECTION) REQUIREMENTSa, b, c <\/td>\n<\/tr>\n
231<\/td>\nTABLE R611.8(2) DESIGN VALUES (PLF) FOR FLOOR JOIST-TO-WALL ANCHORS REQUIRED FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2a, b
FIGURE R611.8(1) SECTION CUT THROUGH FLAT WALL OR VERTICAL CORE OF WAFFLE- OR SCREEN-GRID WALL <\/td>\n<\/tr>\n
232<\/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
233<\/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 <\/td>\n<\/tr>\n
234<\/td>\nFIGURE R611.8(6) ANCHORAGE REQUIREMENTS FOR TOP BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1, AND D2 FOR FLOOR FRAMING PARALLEL TO WALL
FIGURE R611.8(7) ANCHORAGE REQUIREMENTS FOR LEDGER BEARING WALLS FOR TOWNHOUSES IN SEISMIC DESIGN CATEGORY C AND ALL BUILDINGS IN SEISMIC DESIGN CATEGORIES D0, D1 AND D2 FOR FLOOR FRAMING PARALLEL TO WALL <\/td>\n<\/tr>\n
235<\/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
236<\/td>\nSECTION R612 CONVENTIONALLY FORMED CONCRETE WALL CONSTRUCTION
SECTION R613 EXTERIOR WINDOWS AND GLASS DOORS
FIGURE R613.8(1) THROUGH THE FRAME
FIGURE R613.8 (2) FRAME CLIP <\/td>\n<\/tr>\n
237<\/td>\nFIGURE R613.8(3) THROUGH THE FRAME
FIGURE R613.8(4) FRAME CLIP <\/td>\n<\/tr>\n
238<\/td>\nFIGURE R613.8(5) THROUGH THE FLANGE
FIGURE R613.8(6) THROUGH THE FRAME
FIGURE R613.8(7) FRAME CLIP
FIGURE R613.8(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
240<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER
TABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa <\/td>\n<\/tr>\n
241<\/td>\nTABLE R702.1(3) PORTLAND CEMENT PLASTER <\/td>\n<\/tr>\n
242<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
243<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
245<\/td>\nTABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
246<\/td>\nTABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa <\/td>\n<\/tr>\n
247<\/td>\nFIGURE R703.7(a) MASONRY VENEER WALL DETAILS
FIGURE R703.7(b)\u2014continued MASONRY VENEER WALL DETAILS
FIGURE R703.7(c)\u2014continued MASONRY VENEER WALL DETAILS
FIGURE R703.7(d)\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
248<\/td>\nFIGURE R703.7(e)\u2014continued MASONRY VENEER WALL DETAILS
FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
249<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF CONSTRUCTION
TABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
250<\/td>\nTABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D0, D1 AND D2 <\/td>\n<\/tr>\n
251<\/td>\nFIGURE R703.7(1) HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS WHEN USING STONE OR MASONRY VENEER
FIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
252<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
253<\/td>\nTABLE R703.7.3 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEERa, <\/td>\n<\/tr>\n
254<\/td>\nCHAPTER 8 – ROOF-CEILING CONSTRUCTION
SECTION R801GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
257<\/td>\nFIGURE 802.10.1 ROOF LOADING DATA SHEET <\/td>\n<\/tr>\n
258<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
259<\/td>\nTABLE R802.4(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
260<\/td>\nTABLE R802.4(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
261<\/td>\nTABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
262<\/td>\nTABLE R802.5.1(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
263<\/td>\nTABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
264<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
265<\/td>\nTABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
266<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
267<\/td>\nTABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
268<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
269<\/td>\nTABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
270<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
271<\/td>\nTABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
272<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
273<\/td>\nTABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u00ce\u201d = 240 <\/td>\n<\/tr>\n
274<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
275<\/td>\nTABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u00ce\u201d = 180) <\/td>\n<\/tr>\n
276<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
277<\/td>\nTABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L\/\u00ce\u201d = 240) <\/td>\n<\/tr>\n
278<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONSa, b, c, <\/td>\n<\/tr>\n
279<\/td>\nFIGURE R802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
280<\/td>\nTABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCESa, b, c, e, f (Pounds per connection)
SECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
281<\/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 <\/td>\n<\/tr>\n
282<\/td>\nFIGURE R804.2(3) WEB HOLES
TABLE R804.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
283<\/td>\nTABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa
FIGURE R804.3 STEEL ROOF CONSTRUCTION <\/td>\n<\/tr>\n
284<\/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
285<\/td>\nTABLE R804.3.1(2) CEILING JOIST SPANS TWO EQUAL SPANS WITH BEARING STIFFENERS 10 lb per sq ft LIVE LOAD (NO ATTIC STORAGE)a, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
286<\/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
287<\/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
288<\/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
289<\/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 STE <\/td>\n<\/tr>\n
290<\/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
291<\/td>\nTABLE R804.3.1(8) CEILING JOIST SPANS TWO EQUAL SPANS WITHOUT BEARING STIFFENERS 20 lb per sq ft LIVE LOAD (LIMITED ATTIC STORAGE)a, b 33 ksi STEEL <\/td>\n<\/tr>\n
292<\/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
294<\/td>\nTABLE R804.3.3(1) ALLOWABLE HORIZONTAL RAFTER SPANSa, b, c 33 ksi STEEL
TABLE R804.3.3(2) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERS <\/td>\n<\/tr>\n
295<\/td>\nTABLE R804.3.3.1 NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTIONa
FIGURE R804.3.3.1 RIDGE BOARD CONNECTION
FIGURE R804.3.6 HOLE PATCHING <\/td>\n<\/tr>\n
296<\/td>\nFIGURE R804.3.7(1) SPLICED CEILING JOISTS
FIGURE R804.3.7(2) TRACK SPLICE <\/td>\n<\/tr>\n
297<\/td>\nFIGURE R804.3.8 BEARING STIFFENER
FIGURE R804.3.10(1) ROOF OPENING <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R804.3.10(2) HEADER TO TRIMMER CONNECTION
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
299<\/td>\nSECTION R807 ATTIC ACCESS
SECTION R808 INSULATION CLEARANCE <\/td>\n<\/tr>\n
300<\/td>\nCHAPTER 9 – ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS <\/td>\n<\/tr>\n
301<\/td>\nFIGURE R903.5 HAIL EXPOSURE MAP <\/td>\n<\/tr>\n
302<\/td>\nSECTION R905 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
303<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
304<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
305<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
306<\/td>\nTABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
307<\/td>\nTABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
308<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS <\/td>\n<\/tr>\n
309<\/td>\nTABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
SECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION <\/td>\n<\/tr>\n
310<\/td>\nSECTION R907 REROOFING <\/td>\n<\/tr>\n
312<\/td>\nCHAPTER 10 – CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
313<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
314<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
315<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
316<\/td>\nSECTION R1002 MASONRY HEATERS
SECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
318<\/td>\nTABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
319<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
320<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R1003.20 CHIMNEY CRICKET
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
322<\/td>\nPART IV – ENERGY CONSERVATION
CHAPTER 11 – ENERGY EFFICIENCY <\/td>\n<\/tr>\n
324<\/td>\nPART V – MECHANICAL
CHAPTER 12 – MECHANICAL ADMINISTRATION
SECTION M 1201 GENERAL
SECTION M 1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
326<\/td>\nCHAPTER 13 – GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1301 GENERAL
SECTION M1302 APPROVAL
SECTION M1303 LABELING OF APPLIANCES
SECTION M1304 TYPE OF FUEL
SECTION M1305 APPLIANCE ACCESS <\/td>\n<\/tr>\n
327<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLECONSTRUCTION <\/td>\n<\/tr>\n
328<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTIONa, b, <\/td>\n<\/tr>\n
329<\/td>\nFIGURE M 1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M 1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
330<\/td>\nSECTION M1307 APPLIANCE INSTALLATION
SECTION M1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
332<\/td>\nCHAPTER 14 – HEATING AND COOLING EQUIPMENT
SECTION M1401 GENERAL
SECTION M1402 CENTRAL FURNACES
SECTION M1403 HEAT PUMP EQUIPMENT
SECTION M1404 REFRIGERATION COOLING EQUIPMENT
SECTION M1405 BASEBOARD CONVECTORS
SECTION M1406 RADIANT HEATING SYSTEMS <\/td>\n<\/tr>\n
333<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES <\/td>\n<\/tr>\n
334<\/td>\nSECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
335<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION 1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS <\/td>\n<\/tr>\n
336<\/td>\nCHAPTER 15 – EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
SECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS <\/td>\n<\/tr>\n
337<\/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
338<\/td>\nCHAPTER 16 – DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION
TABLE M1601.1.1(1) CLASSIFICATION OF FACTORY-MADE AIR DUCTS
TABLE M1601.1.1(2) GAGES OF METAL DUCTS AND PLENUMS USED FOR HEATING OR COOLING <\/td>\n<\/tr>\n
340<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
342<\/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
343<\/td>\nFIGURE M1702.2 APPLIANCES LOCATED IN CONFINED SPACES\u2014ALL AIR TAKEN FROM ADJACENT SPACES WITHIN THE BUILDING <\/td>\n<\/tr>\n
344<\/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
345<\/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
346<\/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
348<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS <\/td>\n<\/tr>\n
349<\/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
350<\/td>\nSECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART
SECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
352<\/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
354<\/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
355<\/td>\nTABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2006 POOL HEATERS <\/td>\n<\/tr>\n
356<\/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
357<\/td>\nTABLE M2101.1 HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
358<\/td>\nTABLE M2101.9 HANGER SPACING INTERNALS
SECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
360<\/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
361<\/td>\nSECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
362<\/td>\nCHAPTER 23 SOLAR SYSTEMS
SECTION M2301 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
364<\/td>\nPART VI – FUEL GAS
CHAPTER 24 – FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 (201) GENERAL
SECTION G2403 (202) GENERAL DEFINITIONS <\/td>\n<\/tr>\n
370<\/td>\nSECTION G2404 (301) GENERAL
SECTION G2405 (302) STRUCTURAL SAFETY
SECTION G2406 (303) APPLIANCE LOCATION <\/td>\n<\/tr>\n
371<\/td>\nSECTION G2407 (304) COMBUSTION, VENTILATION AND DILUTION AIR
EQUATION 24-1
EQUATION 24-2 <\/td>\n<\/tr>\n
372<\/td>\nFIGURE G2407.5.3 (304.5.3) ALL AIR FROM INSIDE THE BUILDING (see Section 2407.5.3)
FIGURE G2407.6.2 (304.6.2) SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2) <\/td>\n<\/tr>\n
373<\/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
374<\/td>\nFIGURE G2407.6.1(3) [304.6.1(3)] ALL AIR FROM OUTDOORS (see Section G2407.6.1) <\/td>\n<\/tr>\n
375<\/td>\nSECTION G2408 (305)INSTALLATION
SECTION G2409 (308)CLEARANCE REDUCTION <\/td>\n<\/tr>\n
376<\/td>\nFIGURE G2409.2(1) [308.2(1)] EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
FIGURE G2409.2(2) [308.2(2)] WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
377<\/td>\nFIGURE G2409.2(3) [308.2(3)] MASONRY CLEARANCE REDUCTION SYSTEM
SECTION G2410 (309) ELECTRICAL <\/td>\n<\/tr>\n
378<\/td>\nTABLE G2409.2 (308.2) REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION
SECTION G2411 (310) ELECTRICAL BONDING
SECTION G2412 (401) GENERAL <\/td>\n<\/tr>\n
379<\/td>\nSECTION G2413 (402) PIPE SIZING
TABLE G2413.2 (402.2) APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES <\/td>\n<\/tr>\n
380<\/td>\nEQUATION 24-3
EQUATION 24-4
TABLE G2413.4 (402.4) Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
SECTION G2414 (403) PIPING MATERIALS <\/td>\n<\/tr>\n
381<\/td>\nTABLE G2413.4(1) [402.4(2)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
382<\/td>\nTABLE G2413.4(2) [402.4(3)] SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
383<\/td>\nTABLE G2413.4(3) [402.4(7)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
384<\/td>\nTABLE G2413.4(4) [402.4(10)] SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
385<\/td>\nTABLE G2413.4(5) [402.4(13)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
386<\/td>\nTABLE G2413.4(6) [402.4(16)] CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
387<\/td>\nTABLE G2413.4(7) [402.4(19)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
388<\/td>\nTABLE G2413.4(8) [402.4(20)] POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
389<\/td>\nTABLE G2414.9.2 (403.9.2) SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
390<\/td>\nSECTION G2415 (404) PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
392<\/td>\nSECTION G2416 (405) PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 (406) INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
393<\/td>\nSECTION G2418 (407) PIPING SUPPORT
SECTION G2419 (408) DRIPS AND SLOPED PIPING <\/td>\n<\/tr>\n
394<\/td>\nSECTION G2420 (409) GAS SHUTOFF VALVES
TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS
SECTION G2421 (410) FLOW CONTROLS <\/td>\n<\/tr>\n
395<\/td>\nSECTION G2422 (411) APPLIANCE CONNECTIONS
SECTION G2423 (413) CNG GAS-DISPENSING SYSTEMS
SECTION G2424 (415) PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING <\/td>\n<\/tr>\n
396<\/td>\nSECTION G2425 (501) GENERAL <\/td>\n<\/tr>\n
397<\/td>\nSECTION G2426 (502) VENTS
SECTION G2427 (503) VENTING OF EQUIPMENT <\/td>\n<\/tr>\n
398<\/td>\nTABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
399<\/td>\nFIGURE G2427.5.3 (503.5.4) TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES <\/td>\n<\/tr>\n
401<\/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
403<\/td>\nTABLE G2427.7.7 (503.8.7) CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
404<\/td>\nTABLE G2427.10.2.4 (503.10.2.4) MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
407<\/td>\nSECTION G2428 (504) SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
408<\/td>\nTABLE G2428.2(1) [504.2(1)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
409<\/td>\nTABLE G2428.2(1) [504.2(1)]\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
410<\/td>\nTABLE G2428.2(2) [504.2(2)] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
411<\/td>\nTABLE G2428.2(2) [504.2(2)\u2014continued] TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
413<\/td>\nTABLE G2428.3(1) [504.3(1)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
414<\/td>\nTABLE G2428.3(2) [504.3(2)] TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
415<\/td>\nTABLE G2428.3(3) [504.3(3)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
416<\/td>\nTABLE G2428.3(4) [504.3(4)] MASONRY CHIMNEY <\/td>\n<\/tr>\n
417<\/td>\nTABLE G2428.3.2 (504.3.2) MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
418<\/td>\nSECTION G2429 (505) DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION\/EXHAUST HOOD VENTING
SECTION G2430 (506) FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
419<\/td>\nSECTION 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
SECTION G2437 (609) FLOOR FURNACES <\/td>\n<\/tr>\n
420<\/td>\nSECTION G2438 (613) CLOTHES DRYERS
SECTION G2439 (614) CLOTHES DRYER EXHAUST
SECTION G2440 (615) SAUNA HEATERS <\/td>\n<\/tr>\n
421<\/td>\nSECTION G2441 (617) POOL AND SPA HEATERS
SECTION G2442 (618) FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
422<\/td>\nSECTION G2443 (619) CONVERSION BURNERS
SECTION G2444 (620) UNIT HEATERS
SECTION G2445 (621) UNVENTED ROOM HEATERS
SECTION G2446 (622) VENTED ROOM HEATERS <\/td>\n<\/tr>\n
423<\/td>\nSECTION G2447 (623) COOKING APPLIANCES
SECTION G2448 (624) WATER HEATERS
SECTION G2449 (627) AIR CONDITIONING EQUIPMENT
SECTION G2450 (628) ILLUMINATING APPLIANCES
SECTION G2451 (630) INFRARED RADIANT HEATERS
SECTION G2452 (631) BOILERS <\/td>\n<\/tr>\n
424<\/td>\nSECTION 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
426<\/td>\nPART VII – PLUMBING
CHAPTER 25 PLUMBING ADMINISTRATION
SECTION P2501 GENERAL
SECTION P2502 EXISTING PLUMBING SYSTEMS
SECTION P2503 INSPECTION AND TESTS <\/td>\n<\/tr>\n
428<\/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
429<\/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
430<\/td>\nTABLE P2605.1 PIPING SUPPORT
TABLE P2608.4 PRODUCTS AND MATERIALS REQUIRING THIRD-PARTY TESTING AND THIRD-PARTY CERTIFICATION <\/td>\n<\/tr>\n
432<\/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
433<\/td>\nTABLE P2701.1 PLUMBING FIXTURES, FAUCETS AND FIXTURE FITTINGS <\/td>\n<\/tr>\n
434<\/td>\nSECTION P2707 DIRECTIONAL FITTINGS
SECTION P2708 SHOWERS
SECTION P2709 SHOWER RECEPTORS <\/td>\n<\/tr>\n
435<\/td>\nSECTION P2710 SHOWER WALLS
SECTION P2711 LAVATORIES
SECTION P2712 WATER CLOSETS
SECTION P2713 BATHTUBS
SECTION P2714 SINKS <\/td>\n<\/tr>\n
436<\/td>\nSECTION 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
437<\/td>\nSECTION P2723 MACERATING TOILET SYSTEMS
SECTION P2724 SPECIALTY TEMPERATURE CONTROL DEVICES AND VALVES <\/td>\n<\/tr>\n
438<\/td>\nCHAPTER 28 WATER HEATERS
SECTION P2801 GENERAL
SECTION P2802 WATER HEATERS USED FOR SPACE HEATING
SECTION P2803 RELIEF VALVES <\/td>\n<\/tr>\n
440<\/td>\nCHAPTER 29 WATER SUPPLY AND DISTRIBUTION
SECTION P2901 GENERAL
SECTION P2902 PROTECTION OF POTABLE WATER SUPPLY <\/td>\n<\/tr>\n
441<\/td>\nTABLE P2902.3 APPLICATION FOR BACKFLOW PREVENTERS <\/td>\n<\/tr>\n
442<\/td>\nTABLE P2902.3.1 MINIMUM AIR GAPS <\/td>\n<\/tr>\n
443<\/td>\nSECTION P2903 WATER-SUPPLY SYSTEM
TABLE P2903.1 REQUIRED CAPACITIES AT POINT OF OUTLET DISCHARGE
TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND FIXTURE FITTINGSb <\/td>\n<\/tr>\n
444<\/td>\nTABLE P2903.6 WATER-SUPPLY FIXTURE-UNIT VALUES FOR VARIOUS PLUMBING FIXTURES AND FIXTURE GROUPS <\/td>\n<\/tr>\n
445<\/td>\nTABLE P2903.6(1) CONVERSIONS FROM WATER SUPPLY FIXTURE UNIT TO GALLON PER MINUTE FLOW RATES <\/td>\n<\/tr>\n
446<\/td>\nTABLE P2903.7 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES <\/td>\n<\/tr>\n
447<\/td>\nTABLE P2903.7\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES <\/td>\n<\/tr>\n
448<\/td>\nTABLE P2903.8.1 MANIFOLD SIZING
FIGURE P2903.10 TYPICAL FROSTPROOF HOSE BIBB INSTALLATION NOT REQUIRING SEPARATE VALUE <\/td>\n<\/tr>\n
449<\/td>\nSECTION P2904 MATERIALS, JOINTS AND CONNECTIONS
TABLE P2904.4 WATER SERVICE PIPE <\/td>\n<\/tr>\n
450<\/td>\nTABLE P2904.5 WATER DISTRIBUTION PIPE <\/td>\n<\/tr>\n
451<\/td>\nTABLE P2904.6 PIPE FITTINGS <\/td>\n<\/tr>\n
452<\/td>\nSECTION P2905 CHANGES IN DIRECTION
SECTION P2906 SUPPORT
SECTION P2907 DRINKING WATER TREATMENT UNITS <\/td>\n<\/tr>\n
454<\/td>\nCHAPTER 30 SANITARY DRAINAGE
SECTION P3001 GENERAL
SECTION P3002 MATERIALS
SECTION P3003 JOINTS AND CONNECTIONS <\/td>\n<\/tr>\n
455<\/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
456<\/td>\nTABLE P3002.2 BUILDING SEWER PIPE
TABLE P3002.3 PIPE FITTINGS <\/td>\n<\/tr>\n
459<\/td>\nSECTION P3004 DETERMINING DRAINAGE FIXTURE UNITS
TABLE P3004.1 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES FOR VARIOUS PLUMBING FIXTURES <\/td>\n<\/tr>\n
460<\/td>\nSECTION P3005 DRAINAGE SYSTEM
TABLE P3005.1 FITTINGS FOR CHANGE IN DIRECTION <\/td>\n<\/tr>\n
461<\/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
462<\/td>\nSECTION P3006 SIZING OF DRAIN PIPE OFFSETS
SECTION P3007 SUMPS AND EJECTORS
SECTION P3008 BACKWATER VALVES <\/td>\n<\/tr>\n
464<\/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
465<\/td>\nSECTION P3105 FIXTURE VENTS
TABLE P3105.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT
FIGURE P3105.4 VERTICAL LEG FIXTURE DRAIN SCHEMATIC
SECTION P3106 INDIVIDUAL VENT
SECTION P3107 COMMON VENT <\/td>\n<\/tr>\n
466<\/td>\nTABLE P3107.3 COMMON VENT SIZES
SECTION P3108 WET VENTING
TABLE P3108.3 WET VENT SIZE
SECTION P3109 WASTE STACK VENT
TABLE P3109.4 WASTE STACK VENT SIZE
SECTION P3110 CIRCUIT VENTING <\/td>\n<\/tr>\n
467<\/td>\nSECTION P3111 COMBINATION WASTE AND VENT SYSTEM
TABLE P3111.3 SIZE OF COMBINATION WASTE AND VENT PIPE
SECTION P3112 ISLAND FIXTURE VENTING
SECTION P3113 VENT PIPE SIZING <\/td>\n<\/tr>\n
468<\/td>\nTABLE P3113.4.1 SIZE AND LENGTH OF SUMP VENTS
SECTION P3114 AIR ADMITTANCE VALVES <\/td>\n<\/tr>\n
470<\/td>\nCHAPTER 32 TRAPS
SECTION P3201 FIXTURE TRAPS
TABLE P3201.7 SIZE OF TRAPS AND TRAP ARMS FOR PLUMBING FIXTURES <\/td>\n<\/tr>\n
472<\/td>\nPART VIII – ELECTRICAL
CHAPTER 33 GENERAL REQUIREMENTS
SECTION E3301 GENERAL
SECTION E3302 BUILDING STRUCTURE PROTECTION
SECTION E3303 INSPECTION AND APPROVAL <\/td>\n<\/tr>\n
473<\/td>\nSECTION E3304 GENERAL EQUIPMENT REQUIREMENTS
SECTION E3305 EQUIPMENT LOCATION AND CLEA <\/td>\n<\/tr>\n
474<\/td>\nFIGURE E3305.1 WORKING SPACE AND CLEARANCES <\/td>\n<\/tr>\n
475<\/td>\nSECTION E3306 ELECTRICAL CONDUCTORS AND CONNECTIONS
SECTION E3307 CONDUCTOR AND TERMINAL IDENTIFICATION <\/td>\n<\/tr>\n
478<\/td>\nCHAPTER 34 ELECTRICAL DEFINITIONS
SECTION E3401 GENERAL <\/td>\n<\/tr>\n
482<\/td>\nCHAPTER 35 SERVICES
SECTION E3501 GENERAL SERVICES
SECTION E3502 SERVICE SIZE AND RATING
TABLE E3502.2 MINIMUM SERVICE LOAD CALCULATION <\/td>\n<\/tr>\n
483<\/td>\nSECTION E3503 SERVICE, FEEDER AND GROUNDING ELECTRODE CONDUCTOR SIZING
TABLE E3503.1 SERVICE CONDUCTOR AND GROUNDING ELECTRODE CONDUCTOR SIZING <\/td>\n<\/tr>\n
484<\/td>\nSECTION E3504 OVERHEAD SERVICE-DROP AND SERVICE CONDUCTOR INSTALLATION
FIGURE E3504.1 CLEARANCES FROM BUILDING OPENINGS <\/td>\n<\/tr>\n
485<\/td>\nFIGURE E3504.2.1 CLEARANCES FROM ROOFS <\/td>\n<\/tr>\n
486<\/td>\nSECTION E3505 SERVICE-ENTRANCE CONDUCTORS
SECTION E3506 SERVICE EQUIPMENT\u2014GENERAL
SECTION E3507 SYSTEM GROUNDING <\/td>\n<\/tr>\n
487<\/td>\nSECTION E3508 GROUNDING ELECTRODE SYSTEM <\/td>\n<\/tr>\n
488<\/td>\nSECTION E3509 BONDING <\/td>\n<\/tr>\n
489<\/td>\nSECTION E3510 GROUNDING ELECTRODE CONDUCTORS
SECTION E3511 GROUNDING ELECTRODE CONDUCTOR CONNECTION TO THE GROUNDING ELECTRODES <\/td>\n<\/tr>\n
492<\/td>\nCHAPTER 36 BRANCH CIRCUIT AND FEEDER REQUIREMENTS
SECTION E3601 GENERAL
SECTION E3602 BRANCH CIRCUIT RATINGS <\/td>\n<\/tr>\n
493<\/td>\nTABLE E3602.13 BRANCH-CIRCUIT REQUIREMENTS\u2014SUMMARYa
SECTION E3603 REQUIRED BRANCH CIRCUITS <\/td>\n<\/tr>\n
494<\/td>\nSECTION E3604 FEEDER REQUIREMENTS
TABLE E3604.2(1) FEEDER LOAD CALCULATION <\/td>\n<\/tr>\n
495<\/td>\nTABLE E3604.2(2) DEMAND LOADS FOR ELECTRIC RANGES, WALL-MOUNTED OVENS, COUNTER-MOUNTED COOKING UNITS AND OTHER COOKING APPLIANCES OVER 13\/4 kVA RATINGa,b
SECTION E3605 CONDUCTOR SIZING AND OVERCURRENT PROTECTION
TABLE E3605.1 ALLOWABLE AMPACITIES <\/td>\n<\/tr>\n
496<\/td>\nTABLE E3605.2 AMBIENT TEMPERATURE CORRECTION FACTORS
TABLE E3605.3 CONDUCTOR PROXIMITY ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
497<\/td>\nTABLE E3605.5.3 OVERCURRENT-PROTECTION RATING <\/td>\n<\/tr>\n
498<\/td>\nSECTION E3606 PANELBOARDS <\/td>\n<\/tr>\n
500<\/td>\nCHAPTER 37 WIRING METHODS
SECTION E3701 GENERAL REQUIREMENTS
TABLE E3701.2 ALLOWABLE WIRING METHODS
SECTION E3702 ABOVE-GROUND INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
501<\/td>\nTABLE E3701.4 ALLOWABLE APPLICATIONS FOR WIRING METHODSa <\/td>\n<\/tr>\n
502<\/td>\nTABLE E3702.1 GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODSa <\/td>\n<\/tr>\n
503<\/td>\nSECTION E3703 UNDERGROUND INSTALLATION REQUIREMENTS
TABLE E3703.1 MINIMUM COVER REQUIREMENTS, BURIAL IN INCHESa, b, c, d, eLOCATION OF WIRING METHOD OR CIRCUIT TYPE OF WIRING METHOD <\/td>\n<\/tr>\n
506<\/td>\nCHAPTER 38 POWER AND LIGHTING DISTRIBUTION
SECTION E3801 RECEPTACLE OUTLETS
FIGURE E3801.2 GENERAL USE RECEPTACLE DISTRIBUTION <\/td>\n<\/tr>\n
507<\/td>\nFIGURE E3801.4 COUNTERTOP RECEPTACLES
FIGURE E3801.4.1 DETERMINATION OF ARE A BEHIND SINK OR RANGE <\/td>\n<\/tr>\n
508<\/td>\nSECTION E3802 GROUND-FAULT AND ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION <\/td>\n<\/tr>\n
509<\/td>\nSECTION E3803 LIGHTING OUTLETS
SECTION E3804 GENERAL INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
510<\/td>\nTABLE E3804.6(1) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING (EMT) <\/td>\n<\/tr>\n
511<\/td>\nTABLE E3804.6(2) MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL NONMETALLIC TUBING (ENT <\/td>\n<\/tr>\n
512<\/td>\nTABLE E3804.6(3) MAXIMUM NUMBER OF CONDUCTORS IN FLEXIBLE METALLIC CONDUIT (FMC) <\/td>\n<\/tr>\n
513<\/td>\nTABLE E3804.6(4) MAXIMUM NUMBER OF CONDUCTORS IN INTERMEDIATE METALLIC CONDUIT (IMC)a <\/td>\n<\/tr>\n
514<\/td>\nTABLE E3804.6(5) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-B) <\/td>\n<\/tr>\n
515<\/td>\nTABLE E3804.6(6) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT (FNMC-A) <\/td>\n<\/tr>\n
516<\/td>\nTABLE E3804.6(7) MAXIMUM NUMBER OF CONDUCTORS IN LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC <\/td>\n<\/tr>\n
517<\/td>\nTABLE E3804.6(8) MAXIMUM NUMBER OF CONDUCTORS IN RIGID METAL CONDUIT (RMC) <\/td>\n<\/tr>\n
518<\/td>\nTABLE E3804.6(9) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT, SCHEDULE 80 (PVC-80) <\/td>\n<\/tr>\n
519<\/td>\nTABLE E3804.6(10) MAXIMUM NUMBER OF CONDUCTORS IN RIGID PVC CONDUIT SCHEDULE 40 (PVC-40) <\/td>\n<\/tr>\n
520<\/td>\nSECTION E3805 BOXES, CONDUIT BODIES AND FITTINGS <\/td>\n<\/tr>\n
521<\/td>\nTABLE E3805.12.1 MAXIMUM NUMBER OF CONDUCTORS IN METAL BOXESa <\/td>\n<\/tr>\n
522<\/td>\nTABLE E3805.12.2.1 VOLUME ALLOWANCE REQUIRED PER CONDUCTOR
SECTION E3806 INSTALLATION OF BOXES, CONDUIT BODIES AND FITTINGS <\/td>\n<\/tr>\n
524<\/td>\nSECTION E3807 CABINETS AND PANELBOARDS <\/td>\n<\/tr>\n
525<\/td>\nTABLE E3807.8 PERCENT OF CROSS SECTION OF CONDUIT AND TUBING FOR CONDUCTORS
SECTION E3808 GROUNDING <\/td>\n<\/tr>\n
526<\/td>\nTABLE E3808.12 EQUIPMENT GROUNDING CONDUCTOR SIZING <\/td>\n<\/tr>\n
527<\/td>\nSECTION E3809 FLEXIBLE CORDS
TABLE E3809.2 MAXIMUM AMPERE LOAD FOR FLEXIBLE CORDS <\/td>\n<\/tr>\n
528<\/td>\nCHAPTER 39 DEVICES AND LUMINAIRES
SECTION E3901 SWITCHES <\/td>\n<\/tr>\n
529<\/td>\nSECTION E3902 RECEPTACLES
TABLE E3902.1.2 RECEPTACLE RATINGS FOR VARIOUS SIZE MULTI-OUTLET CIRCUITS
SECTION E3903 FIXTURES <\/td>\n<\/tr>\n
530<\/td>\nFIGURE E3903.11 CLOSET STORAGE SPACE <\/td>\n<\/tr>\n
531<\/td>\nSECTION E3904 LUMINAIRE INSTALLATION
SECTION E3905 TRACK LIGHTING <\/td>\n<\/tr>\n
534<\/td>\nCHAPTER 40 APPLIANCE INSTALLATION
SECTION E4001 GENERAL
TABLE E4001.3 FLEXIBLE CORD LENGTH <\/td>\n<\/tr>\n
535<\/td>\nTABLE E4001.5 DISCONNECTING MEANS <\/td>\n<\/tr>\n
536<\/td>\nCHAPTER 41 SWIMMING POOLS
SECTION E4101 GENERAL
SECTION E4102 WIRING METHODS FOR POOLS, SPAS, HOT TUBS AND HYDRO MASSAGE BATHTUBS <\/td>\n<\/tr>\n
537<\/td>\nTABLE E4102.1 ALLOWABLE APPLICATIONS FOR WIRING METHODSa <\/td>\n<\/tr>\n
538<\/td>\nSECTION E4103 EQUIPMENT LOCATION AND CLEARANCES <\/td>\n<\/tr>\n
539<\/td>\nSECTION E4104 BONDING
TABLE E4103.5 OVERHEAD CONDUCTOR CLEARANCES
TABLE E4103.6 MINIMUM BURIAL DEPTHS <\/td>\n<\/tr>\n
541<\/td>\nSECTION E4105 GROUNDING <\/td>\n<\/tr>\n
542<\/td>\nSECTION E4106 EQUIPMENT INSTALLATION <\/td>\n<\/tr>\n
544<\/td>\nSECTION E4107 STORABLE SWIMMING POOLS <\/td>\n<\/tr>\n
545<\/td>\nSECTION E4108 SPAS AND HOT TUBS
SECTION E4109 HYDROMASSAGE BATHTUBS <\/td>\n<\/tr>\n
546<\/td>\nCHAPTER 42 CLASS 2 REMOTE-CONTROL, SIGNALING AND POWER-LIMITED CIRCUITS
SECTION E4201 GENERAL
SECTION E4202 POWER SOURCES
SECTION E4203 WIRING METHODS
TABLE E4203.2 CABLE USES AND PERMITTED SUBSTITUTIONS
SECTION E4204 INSTALLATION REQUIREMENTS <\/td>\n<\/tr>\n
548<\/td>\nPART IX – REFERENCED STANDARDS
CHAPTER 43 REFERENCED STANDARDS
AAMA – AMERICAN ARCHITECTURAL MANUFACTURERS ASSOC.
ACI – AMERICAN CONCRETE INSTITUTE
ACCA – AIR CONDITIONING CONTRACTORS OF AMERICA
AFPA – AMERICAN FOREST AND PAPER ASSOC. <\/td>\n<\/tr>\n
549<\/td>\nAHA – AMERICAN HARDBOARD ASSOC.
AISI – AMERICAN IRON AND STEEL INSTITUTE
AITC – AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
ANSI – AMERICAN NATIONAL STANDARDS INSTITUTE <\/td>\n<\/tr>\n
550<\/td>\nAPA – THE ENGINEERED WOOD ASSOC.
ASCE – AMERICAN SOCIETY OF CIVIL ENGINEERS <\/td>\n<\/tr>\n
551<\/td>\nASHRAE – AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR-CONDITIONING ENGINEERS, INC
ASME – AMERICAN SOCIETY OF MECHANICAL ENGINEERS <\/td>\n<\/tr>\n
552<\/td>\nASSE – AMERICAN SOCIETY OF SANITARY ENGINEERING
ASTM – ASTM INTERNATIONAL <\/td>\n<\/tr>\n
559<\/td>\nAWS – AMERICAN WELDING SOCIETY
AWPA – AMERICAN WOOD-PRESERVERS’ ASSOC.
AWWA – AMERICAN WATER WORKS ASSOC.
CGSB – CANADIAN GENERAL STANDARDS BOARD <\/td>\n<\/tr>\n
560<\/td>\nCISPI – CAST IRON SOIL PIPE INSTITUTE
CPSC – CONSUMER PRODUCT SAFETY COMMISSION
CSA – CANADIAN STANDARDS ASSOC. <\/td>\n<\/tr>\n
561<\/td>\nCSSB – CEDAR SHAKE & SHINGLE BUREAU
DASMA – DOOR AND ACCESS SYSTEMS MANUFACTURERS
DOC – UNITED STATES DEPARTMENT OF COMMERCE <\/td>\n<\/tr>\n
562<\/td>\nDOTn – DEPARTMENT OF TRANSPORTATION
FEMA – FEDERAL EMERGENCY MANAGEMENT AGENCY
FM – FACTORY MUTUAL GLOBAL RESEARCH
GA – GYPSUM ASSOCIATION
HPVA – HARDWOOD PLYWOOD & VENEER ASSOC.
ICC – INTERNATIONAL CODE COUNCIL, INC <\/td>\n<\/tr>\n
563<\/td>\nISO – INTERNATIONAL ORGANIZATION FOR STANDARDIZATION
MSS – MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY
NAIMA – NORTH AMERICAN INSULATION MANUFACTURERS ASSOC.
NCMA – NATIONAL CONCRETE MASONRY ASSOC.
NFPA – NATIONAL FIRE PROTECTION ASSOC. <\/td>\n<\/tr>\n
564<\/td>\nNFRC – NATIONAL FENESTRATION RATING COUNCIL, INC
NSF – NSF INTERNATIONAL
SAE – SOCIETY OF AUTOMOTIVE ENGINEERS
SMACNA – SHEET METAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOC.
TMS – THE MASONRY SOCIETY
TPI – TRUSS PLATE INSTITUTE <\/td>\n<\/tr>\n
565<\/td>\nUL – UNDERWRITERS LABORATORIES, INC
ULC – UNDERWRITERS LABORATORIES OF CANADA <\/td>\n<\/tr>\n
566<\/td>\nWDMA – WINDOW & DOOR MANUFACTURERS ASSOC. <\/td>\n<\/tr>\n
568<\/td>\nAPPENDIX A (IFGS) SIZING AND CAPACITIES OF GAS PIPING <\/td>\n<\/tr>\n
569<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
570<\/td>\nTABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
571<\/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
573<\/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
574<\/td>\nTABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES <\/td>\n<\/tr>\n
575<\/td>\nFIGURE A.6 (a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 W <\/td>\n<\/tr>\n
576<\/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
577<\/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
578<\/td>\nFIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
580<\/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
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
581<\/td>\nFIGURE B-3 VENT SYSTEM SERVING A SINGLE APPLIANCE WITH A MASONRY CHIMNEY OF TYPE B DOUBLE-WALL VENT CONNECTOR
FIGURE B-4 VENT SYSTEM SERVING A SINGLE APPLIANCE USING A MASONRY CHIMNEY AND A SINGLE-WALL METAL VENT CONNECTOR
FIGURE B-5 ASBESTOS CEMENT TYPE B OR SINGLE-WALL METAL VENT SYSTEM SERVING A SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-6 VENT SYSTEM SERVING TWO OR MORE APPLIANCES WITH TYPE B DOUBLE-WALL VENT AND TYPE B DOUBLE-WALL VENT CONNECTOR <\/td>\n<\/tr>\n
582<\/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
583<\/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
584<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
585<\/td>\nFIGURE B-17 (EXAMPLE 4) COMMON VENTING TWO DRAFT-HOOD-EQUIPPED APPLIANCES
FIGURE B-18 (EXAMPLE 5A) COMMON VENTING A DRAFT HOOD WITH A FAN-ASSISTED FURNACE INTO A TYPE B DOUBLE-WALL COMMON VENT <\/td>\n<\/tr>\n
587<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
588<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
590<\/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 SYST <\/td>\n<\/tr>\n
592<\/td>\nAPPENDIX D (IFGS) RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
594<\/td>\nAPPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS
SECTION AE101 SCOPE
SECTION AE102 APPLICATION TO EXISTING MANUFACTURED HOMES AND BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n
595<\/td>\nSECTION AE201 DEFINITIONS
SECTION AE301 PERMITS
SECTION AE302 APPLICATION FOR PERMIT <\/td>\n<\/tr>\n
596<\/td>\nSECTION AE303 PERMITS ISSUANCE
SECTION AE304 FEES <\/td>\n<\/tr>\n
597<\/td>\nSECTION AE305 INSPECTIONS <\/td>\n<\/tr>\n
598<\/td>\nSECTION AE306 SPECIAL INSPECTIONS
SECTION AE307 UTILITY SERVICE
SECTION AE401 OCCUPANCY CLASSIFICATION
SECTION AE402 LOCATION ON PROPERTY
SECTION AE501 DESIGN <\/td>\n<\/tr>\n
599<\/td>\nSECTION AE502 FOUNDATION SYSTEMS
SECTION AE503 SKIRTING AND PERIMETER ENCLOSURES
SECTION AE504 STRUCTURAL ADDITIONS
SECTION AE505 BUILDING SERVICE EQUIPMENT <\/td>\n<\/tr>\n
600<\/td>\nSECTION AE506 EXITS
SECTION AE507 OCCUPANCY, FIRE SAFETY AND ENERGY CONSERVATION STANDARDS
SECTION AE600 SPECIAL REQUIREMENTS FOR FOUNDATION SYSTEMS
SECTION AE601 FOOTINGS AND FOUNDATIONS
SECTION AE602 PIER CONSTRUCTION
SECTION AE603 HEIGHT OF PIERS
SECTION AE604 ANCHORAGE INSTALLATIONS <\/td>\n<\/tr>\n
601<\/td>\nSECTION AE605 TIES, MATERIALS AND INSTALLATION
SECTION AE606 REFERENCED STANDARDS <\/td>\n<\/tr>\n
602<\/td>\nAPPENDIX F RADON CONTROL METHODS
SECTION AF101 SCOPE
SECTION AF102 DEFINITIONS
SECTION AF103 REQUIREMENTS <\/td>\n<\/tr>\n
604<\/td>\nFIGURE AF101 EPA MAP OF RADON ZONES <\/td>\n<\/tr>\n
605<\/td>\nTABLE AF101(1) HIGH RADON POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n
606<\/td>\nTABLE AF101(1)\u2014continued HIGH RADON POTENTIAL (ZONE 1) COUNTIESa <\/td>\n<\/tr>\n
607<\/td>\nFIGURE AF102 RADON-RESISTANT CONSTRUCTION DETAILS FOR FOUR FOUNDATION TYPES <\/td>\n<\/tr>\n
608<\/td>\nAPPENDIX G SWIMMING POOLS, SPAS AND HOT TUBS
SECTION AG101 GENERAL
SECTION AG102 DEFINITIONS
SECTION AG103 SWIMMING POOLS
SECTION AG104 SPAS AND HOT TUBS
SECTION AG105 BARRIER REQUIREMENTS <\/td>\n<\/tr>\n
609<\/td>\nSECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS <\/td>\n<\/tr>\n
610<\/td>\nSECTION AG107 ABBREVIATIONS
SECTION AG108 STANDARDS <\/td>\n<\/tr>\n
612<\/td>\nAPPENDIX J EXISTING BUILDINGS AND STRUCTURES
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE
SECTION AJ103 PRELIMINARY MEETING
SECTION AJ104 EVALUATION OF AN EXISTING BUILDING <\/td>\n<\/tr>\n
613<\/td>\nSECTION AJ105 PERMIT
SECTION AJ201 DEFINITIONS
SECTION AJ301 REPAIRS <\/td>\n<\/tr>\n
614<\/td>\nSECTION AJ401 RENOVATIONS
SECTION AJ501 ALTERATIONS <\/td>\n<\/tr>\n
615<\/td>\nSECTION AJ601 RECONSTRUCTION <\/td>\n<\/tr>\n
616<\/td>\nAPPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIR-BORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
618<\/td>\nAPPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY
SECTION AM101 GENERAL
SECTION AM102 DEFINITIONS
SECTION AM103 MEANS OF EGRESS
SECTION AM104 SMOKE DETECTION <\/td>\n<\/tr>\n
620<\/td>\nAPPENDIX N VENTING METHODS
FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
621<\/td>\nFIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
622<\/td>\nFIGURE N3 TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
623<\/td>\nFIGURE N4 TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
624<\/td>\nFIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
625<\/td>\nFIGURE N6 WASTE STACK VENTING <\/td>\n<\/tr>\n
626<\/td>\nFIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH <\/td>\n<\/tr>\n
628<\/td>\nAPPENDIX O GRAY WATER RECYCLING SYSTEMS
SECTION AO101 GENERAL
SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
629<\/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
630<\/td>\nSECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
EQUATION AO-1 <\/td>\n<\/tr>\n
631<\/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
632<\/td>\nAPPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFERENCE <\/td>\n<\/tr>\n
646<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Michigan Residential Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
MI<\/b><\/a><\/td>\n2006<\/td>\n659<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":8862,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2721],"product_tag":[],"class_list":{"0":"post-8861","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-mi","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\/8861","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\/8862"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=8861"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=8861"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=8861"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}