{"id":139813,"date":"2024-10-19T08:06:51","date_gmt":"2024-10-19T08:06:51","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/or-oregonresidentialcode-2011\/"},"modified":"2024-10-25T00:19:59","modified_gmt":"2024-10-25T00:19:59","slug":"or-oregonresidentialcode-2011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/or\/or-oregonresidentialcode-2011\/","title":{"rendered":"OR OregonResidentialCode 2011"},"content":{"rendered":"

This is a fully integrated code based on the 2009 International Residential Code. Included is a custom 3-ring binder. This code does not cover Electrical or Plumbing provisions.<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2011 OREGON RESIDENTIAL SPECIALTY CODE <\/td>\n<\/tr>\n
2<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
3<\/td>\nPREFACE <\/td>\n<\/tr>\n
5<\/td>\nORDINANCE <\/td>\n<\/tr>\n
7<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
13<\/td>\nPART 1\u2014ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
SECTION R101 GENERAL <\/td>\n<\/tr>\n
14<\/td>\nSECTION R102 APPLICABILITY
SECTION R103 DEPARTMENT OF BUILDING SAFETY
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
15<\/td>\nSECTION R105 PERMITS <\/td>\n<\/tr>\n
18<\/td>\nSECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
20<\/td>\nSECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES
SECTION R109 INSPECTIONS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 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
SECTION R115 PREFABRICATED CONSTRUCTION <\/td>\n<\/tr>\n
24<\/td>\nSECTION R116 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION R117 INSPECTION CARD
SECTION R118 MOVED BUILDINGS
SECTION R119 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
25<\/td>\nPART II\u2014DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
37<\/td>\nPART III\u2014BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
38<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAl,m <\/td>\n<\/tr>\n
39<\/td>\nTABLE R301.2(2) DESIGN WIND LOADS (pounds per square foot)
FIGURE R301.2(1) ISOLINES OF THE 971\/2 PERCENT WINTER (DECEMBER, JANUARY AND FEBRUARY) DESIGN TEMPERATURES ( F) (Not adopted by the State of Oregon) <\/td>\n<\/tr>\n
40<\/td>\nFIGURE R301.2(2) OREGON SEISMIC DESIGN CATEGORIES\u2014SITE CLASS D <\/td>\n<\/tr>\n
41<\/td>\nFIGURE R301.2(3) WEATHERING PROBABILITY MAP FOR CONCRETE <\/td>\n<\/tr>\n
42<\/td>\nFIGURE R301.2(4)a, b OREGON BASIC WIND SPEEDS FOR 50-YEAR MEAN RECURRENCE INTERVAL <\/td>\n<\/tr>\n
43<\/td>\nFIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) (Not adopted by the State of Oregon) <\/td>\n<\/tr>\n
44<\/td>\nFIGURE R301.2(5) GROUND SNOW LOADS, Pg, FOR THE UNITED STATES (lb\/ft2) (Not adopted by the State of Oregon) <\/td>\n<\/tr>\n
45<\/td>\nTABLE R301.2.1.3 EQUIVALENT BASIC WIND SPEEDSa
TABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION <\/td>\n<\/tr>\n
46<\/td>\nTABLE R301.2.2.2.1 WALL BRACING ADJUSTMENT FACTORS BY ROOF COVERING DEAD LOADa <\/td>\n<\/tr>\n
49<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot)
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
SECTION R302 FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
50<\/td>\nTABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n
55<\/td>\nTABLE R302.2.4.4 STRUCTURAL PROJECTIONS WITHIN 3 FEET OF ANY PROPERTY LINE <\/td>\n<\/tr>\n
59<\/td>\nTABLE R302.6 DWELLING\/GARAGE SEPARATIONa <\/td>\n<\/tr>\n
60<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
62<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT
SECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES <\/td>\n<\/tr>\n
63<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
64<\/td>\nTABLE R308.3.1(1) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING CPSC 16 CFR 1201
TABLE R308.3.1(2) MINIMUM CATEGORY CLASSIFICATION OF GLAZING USING ANSI Z97.1 <\/td>\n<\/tr>\n
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 NOT ADOPTED BY THE STATE OF OREGON
SECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
71<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS
SECTION R316 PLASTIC <\/td>\n<\/tr>\n
74<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
75<\/td>\nSECTION R318 MOISTURE CONTROL
SECTION R319 SITE ADDRESS <\/td>\n<\/tr>\n
76<\/td>\nSECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
79<\/td>\nSECTION R323 STORM SHELTERS
SECTION R324 WILDFIRE HAZARD MITIGATION <\/td>\n<\/tr>\n
80<\/td>\nFIGURE R302.2 (a) TWO 1-HOUR FIREWALLS PERPENDICULAR TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
81<\/td>\nFIGURE R302.2 (b) TWO 1-HOUR FIREWALLS PARALLEL TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
82<\/td>\nFIGURE R302.2 (c) \u201cMODIFIED\u201d 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
83<\/td>\nFIGURE R302.2 (d) \u201cMODIFIED\u201d 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
84<\/td>\nFIGURE R302.2.2.1 DECK CONSTRUCTION WITHIN THREE FEET OF COMMON PROPERTY LINE <\/td>\n<\/tr>\n
85<\/td>\nFIGURE R302.2.2.2 COVERED PORCH AT COMMON PROPERTY LINE <\/td>\n<\/tr>\n
86<\/td>\nFIGURE R302.2.2.3 EXTERIOR STAIRWAY <\/td>\n<\/tr>\n
87<\/td>\nFIGURE R302.2.2 STRINGER PENETRATIONS OF FIREWALL AT COMON PROPERTY LINE <\/td>\n<\/tr>\n
88<\/td>\nFIGURE R302.2.4.1 FIRE-RESISTANCE-RATED ROOF\/CEILING CONSTRUCTION- \u201cMUSHROOM\u201d ATTIC ENCLOSURE FRAMING PARALLEL TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
89<\/td>\nFIGURE R302.2.4.3(a) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES <\/td>\n<\/tr>\n
90<\/td>\nFIGURE R302.2.4.3 (b) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES <\/td>\n<\/tr>\n
91<\/td>\nFIGURE R302.2.4.3 (c) RATED CRICKET GREATER THAN 30 INCHES <\/td>\n<\/tr>\n
92<\/td>\nFIGURE R302.2.5 STRUCTURAL DESIGN APPROACH <\/td>\n<\/tr>\n
93<\/td>\nFIGURE R302.2.10 FOUNDATION AND FOOTING CONSTRUCTION <\/td>\n<\/tr>\n
94<\/td>\nFIGURE R302.3.2.1 MEMBRANE PENETRATIONS FOR MODIFIED 2-HOUR WALLS <\/td>\n<\/tr>\n
95<\/td>\nCHAPTER 4 FOUNDATIONS
SECTION R401 GENERAL
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa
SECTION R402 MATERIALS <\/td>\n<\/tr>\n
96<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
97<\/td>\nTABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a <\/td>\n<\/tr>\n
98<\/td>\nFIGURE R403.1(1) CONCRETE AND MASONRY FOUNDATION DETAILS <\/td>\n<\/tr>\n
99<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
100<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION
FIGURE R403.1.3.2 DOWELS FOR SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS <\/td>\n<\/tr>\n
102<\/td>\nFIGURE R403.1.9.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
104<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST PROTECTED FOOTINGS IN HEATED BUILDINGS
TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa <\/td>\n<\/tr>\n
105<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
106<\/td>\nFIGURE R403.3(4) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS (D), (inches) <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING
SECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
108<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
109<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 5 INCHES <\/td>\n<\/tr>\n
110<\/td>\nTABLE R404.1.1(3) 10-INCH FOUNDATION WALLS WITH REINFORCING WHERE d > 6.75 INCHES <\/td>\n<\/tr>\n
111<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d > 8.75 INCHES <\/td>\n<\/tr>\n
112<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
113<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
114<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
115<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
116<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
117<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
118<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
119<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
120<\/td>\nTABLE R404.1.2(9)\u2014continued MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
124<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
125<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
126<\/td>\nSECTION R405 FOUNDATION DRAINAGE
SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
127<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
128<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
131<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
132<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
134<\/td>\nTABLE R502.2.2.1 FASTENER SPACING FOR A DECK LEDGER AND A 2-INCH NOMINAL SOLID-SAWN BAND JOISTc, f, g (Deck live load = 40 psf, deck dead load = 10 psf)
FIGURE R502.2.2.3 DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
135<\/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
136<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u00ce\u201d= 360)b <\/td>\n<\/tr>\n
137<\/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 \u2264 40 psf, Roof Live Load \u2264 20 psf)
TABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY <\/td>\n<\/tr>\n
138<\/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
139<\/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
140<\/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
141<\/td>\nTABLE 502.5(3) ALLOWABLE SPAN FOR GIRDERS SUPPORTING ONE FLOOR ONLYa <\/td>\n<\/tr>\n
142<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
143<\/td>\nFIGURE R502.9 POST AND BEAM CONNECTIONS <\/td>\n<\/tr>\n
144<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING <\/td>\n<\/tr>\n
145<\/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
146<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
SECTION R504 PRESSURE PRESERVATIVELY TREATED-WOOD FLOORS (ON GROUND)
SECTION R505 STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
147<\/td>\nTABLE R505.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
148<\/td>\nFIGURE R505.1.2 IN-LINE FRAMING
FIGURE R505.2(1) C-SHAPED SECTION
FIGURE R505.2(2) TRACK SECTION <\/td>\n<\/tr>\n
149<\/td>\nTABLE R505.2(1) COLD-FORMED STEEL JOIST SIZES
TABLE R505.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
FIGURE R505.2.5.1 FLOOR JOIST WEB HOLES <\/td>\n<\/tr>\n
150<\/td>\nFIGURE R505.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
151<\/td>\nTABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTSa, b <\/td>\n<\/tr>\n
152<\/td>\nFIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
TABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa <\/td>\n<\/tr>\n
153<\/td>\nFIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION
FIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
155<\/td>\nFIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION
FIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
156<\/td>\nFIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS <\/td>\n<\/tr>\n
157<\/td>\nTABLE R505.3.2(1) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE SPANSa, b, c, d 33 ksi STEEL
FIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID) <\/td>\n<\/tr>\n
158<\/td>\nTABLE R505.3.2(2) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 33 ksi STEEL
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
159<\/td>\nTABLE R505.3.2(3) ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014MULTIPLE SPANSa, b, c, d, e, f 50 ksi STEEL <\/td>\n<\/tr>\n
160<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
TABLE R505.3.4(1) CLIP ANGLE BEARING STIFFENERS (20 psf equivalent snow load) <\/td>\n<\/tr>\n
161<\/td>\nSECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
162<\/td>\nTABLE R505.3.4(2) CLIP ANGLE BEARING STIFFENERS (30 psf equivalent snow load)
FIGURE R505.3.4(2) BEARING STIFFENER <\/td>\n<\/tr>\n
163<\/td>\nTABLE R505.3.4(3) CLIP ANGLE BEARING STIFFENERS (50 psf equivalent snow load)
TABLE R505.3.4(4) CLIP ANGLE BEARING STIFFENERS (70 psf equivalent snow load) <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R505.3.7 TRACK SPLICE
FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION: 6-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
165<\/td>\nFIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION: 8-FOOT FLOOR OPENING
FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING <\/td>\n<\/tr>\n
166<\/td>\nFIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n
167<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
168<\/td>\nTABLE R602.10 WALL BRACING METHODSa <\/td>\n<\/tr>\n
169<\/td>\nTABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
170<\/td>\nTABLE R602.3(1)\u2014continued FASTENER SCHEDULE FOR STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
171<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS <\/td>\n<\/tr>\n
172<\/td>\nTABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
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
173<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
174<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
175<\/td>\nTABLE R602.3.1 MAXIMUM ALLOWABLE LENGTH OF WOOD WALL STUDS EXPOSED TO WIND SPEEDS OF 110 mph OR LESS IN SEISMIC DESIGN CATEGORIES A, B, C, D1 and D2b, c <\/td>\n<\/tr>\n
176<\/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, D1 and D2 <\/td>\n<\/tr>\n
177<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
178<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS <\/td>\n<\/tr>\n
179<\/td>\nFIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING
TABLE R602.7.2 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa <\/td>\n<\/tr>\n
180<\/td>\nFIGURE R602.7.2 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
182<\/td>\nTABLE R602.10.1.2(1) BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n
183<\/td>\nTABLE R602.10.1.2(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n
184<\/td>\nTABLE R602.10.1.2(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n
185<\/td>\nTABLE R602.10.1.2(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED (as a function of braced wall line spacing) <\/td>\n<\/tr>\n
186<\/td>\nTABLE R602.10.1.2(2) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH) <\/td>\n<\/tr>\n
187<\/td>\nTABLE R602.10.1.2(2)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY (AS A FUNCTION OF BRACED WALL LINE LENGTH)
TABLE R602.10.1.2(3) ADJUSTMENT FACTORS TO THE LENGTH OF REQUIRED SEISMIC WALL BRACINGa <\/td>\n<\/tr>\n
188<\/td>\nFIGURE R602.10.1.3 ANGLED CORNERS <\/td>\n<\/tr>\n
189<\/td>\nFIGURE R602.10.1.4(1) BRACED WALL PANELS AND BRACED WALL LINES
FIGURE R602.10.1.4(2) BRACED WALL PANEL END DISTANCE REQUIREMENTS (SDC A, B AND C) <\/td>\n<\/tr>\n
190<\/td>\nFIGURE R602.10.1.4(3) OFFSETS PERMITTED FOR BRACED WALL LINES
FIGURE R602.10.1.4(4) BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
191<\/td>\nFIGURE R602.10.1.4.1 BRACED WALL PANELS AT ENDS OF BRACED WALL LINES IN SEISMIC DESIGN CATEGORIES D1 AND D2
TABLE R602.10.1.5 ADJUSTMENTS OF BRACING LENGTH FOR BRACED WALL LINE SPACING GREATER THAN 25 FEETa,b <\/td>\n<\/tr>\n
192<\/td>\nTABLE R602.10.2 INTERMITTENT BRACING METHODS <\/td>\n<\/tr>\n
193<\/td>\nTABLE R602.10.3 EFFECTIVE LENGTHS FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH (BRACE METHODS DWB, WSP, SFB, PBS, PCP AND HPSa)
TABLE R602.10.3.1 MINIMUM LENGTH REQUIREMENTS FOR BRACED WALL PANELS
TABLE R602.10.3.2 MINIMUM LENGTH REQUIREMENTS AND HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS <\/td>\n<\/tr>\n
194<\/td>\nFIGURE R602.10.3.2 ALTERNATE BRACED WALL PANEL
FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
195<\/td>\nFIGURE R602.10.3.3(1) METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS ADJACENT TO WINDOW OPENING <\/td>\n<\/tr>\n
196<\/td>\nFIGURE R602.10.3.4 METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
197<\/td>\nTABLE R602.10.4.1 CONTINUOUS SHEATHING METHODS <\/td>\n<\/tr>\n
198<\/td>\nFIGURE R602.10.4.1.1 METHOD CS-PF: CONTINUOUS PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
199<\/td>\nTABLE R602.10.4.1.1 TENSION STRAP CAPACITY REQUIRED FOR RESISTING WIND PRESSURES PERPENDICULAR TO 6:1 ASPECT RATIO WALLSa,b
FIGURE R602.10.4.2 BRACED WALL PANELS WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
200<\/td>\nTABLE R602.10.4.2 LENGTH REQUIREMENTS FOR BRACED WALL PANELS WITH CONTINUOUS SHEATHINGa (inches) <\/td>\n<\/tr>\n
202<\/td>\nFIGURE R602.10.4.4(1) TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
203<\/td>\nFIGURE R602.10.4.4(2) BRACED WALL LINE WITH CONTINUOUS SHEATHING WITH CORNER RETURN PANEL
FIGURE R602.10.4.4(3) BRACED WALL LINE WITH CONTINUOUS SHEATHING WITHOUT CORNER RETURN PANEL <\/td>\n<\/tr>\n
204<\/td>\nFIGURE R602.10.4.4(4) BRACED WALL LINE WITH CONTINUOUS SHEATHING FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITHOUT TIE DOWN
FIGURE R602.10.4.4(5) BRACED WALL LINE WITH CONTINUOUS SHEATHING\u2014FIRST BRACED WALL PANEL AWAY FROM END OF WALL LINE WITH HOLD-DOWN <\/td>\n<\/tr>\n
205<\/td>\nTABLE R602.10.5.2 MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED WALL PANELS IN A CONTINUOUSLY-SHEATHED WALLa <\/td>\n<\/tr>\n
206<\/td>\nFIGURE R602.10.6(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING
FIGURE R602.10.6(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
207<\/td>\nFIGURE R602.10.6.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS
FIGURE R602.10.6.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
FIGURE R602.10.6.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
208<\/td>\nFIGURE R602.10.7 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
209<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
210<\/td>\nFIGURE R602.12 HOLD DOWNS AT EXTERIOR AND INTERIOR BRACED WALL PANELS <\/td>\n<\/tr>\n
211<\/td>\nTABLE R602.12(1) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B and C
TABLE R602.12(2) STONE OR MASONRY VENEER WALL BRACING REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D1 and D2 <\/td>\n<\/tr>\n
212<\/td>\nSECTION R603 STEEL WALL FRAMING
FIGURE R603.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
213<\/td>\nTABLE R603.2(1) LOAD-BEARING COLD-FORMED STEEL STUD SIZES
TABLE R603.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS
TABLE R603.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
214<\/td>\nFIGURE R603.2(1) C-SHAPED SECTION
FIGURE R603.2(2) TRACK SECTION
FIGURE R603.2.5.1 WEB HOLES <\/td>\n<\/tr>\n
215<\/td>\nFIGURE R603.2.5.3 STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
216<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa,b
FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION <\/td>\n<\/tr>\n
217<\/td>\nFIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
218<\/td>\nTABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTSa,b,c
TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTSa,b,c <\/td>\n<\/tr>\n
219<\/td>\nTABLE R603.3.2(1) WALL FASTENING SCHEDULEa <\/td>\n<\/tr>\n
220<\/td>\nSECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
221<\/td>\nTABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
222<\/td>\nTABLE R603.3.2(3) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
223<\/td>\nTABLE R603.3.2(4) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
224<\/td>\nTABLE R603.3.2(5) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
225<\/td>\nTABLE R603.3.2(6) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
226<\/td>\nTABLE R603.3.2(7) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
227<\/td>\nTABLE R603.3.2(8) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
228<\/td>\nTABLE R603.3.2(9) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
229<\/td>\nTABLE R603.3.2(10) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
230<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLYa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
231<\/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
232<\/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
233<\/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
234<\/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
235<\/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
236<\/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
237<\/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
238<\/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
239<\/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
240<\/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
241<\/td>\nTABLE R603.3.2(22) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
242<\/td>\nTABLE R603.3.2(23) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
243<\/td>\nTABLE R603.3.2(24) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
244<\/td>\nTABLE R603.3.2(25) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
245<\/td>\nTABLE R603.3.2(26) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
246<\/td>\nTABLE R603.3.2(27) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
247<\/td>\nTABLE R603.3.2(28) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
248<\/td>\nTABLE R603.3.2(29) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
249<\/td>\nTABLE R603.3.2(30) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
250<\/td>\nTABLE R603.3.2(31) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILINGa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
251<\/td>\nFIGURE R603.3.3(1) STUD BRACING WITH STRAPPING ONLY
FIGURE R603.3.3(2) STUD BRACING WITH STRAPPING AND SHEATHING MATERIAL <\/td>\n<\/tr>\n
252<\/td>\nFIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
253<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
254<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHTa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
255<\/td>\nTABLE R603.3.2.1(3) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 33 ksi STEEL <\/td>\n<\/tr>\n
256<\/td>\nTABLE R603.3.2.1(4) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHTa,b,c 50 ksi STEEL <\/td>\n<\/tr>\n
257<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE 603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
258<\/td>\nFIGURE R603.6.1(1) BOX BEAM HEADER IN GABLE ENDWALL
FIGURE R603.6.1(2) BACK-TO-BACK HEADER IN GABLE ENDWALL <\/td>\n<\/tr>\n
259<\/td>\nTABLE R603.6(1) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n
260<\/td>\nTABLE R603.6(2) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n
261<\/td>\nTABLE R603.6(3) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n
262<\/td>\nTABLE R603.6(4) BOX-BEAM HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n
263<\/td>\nTABLE R603.6(5) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
264<\/td>\nTABLE R603.6(6) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
265<\/td>\nTABLE R603.6(7) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
266<\/td>\nTABLE R603.6(8) BOX-BEAM HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
267<\/td>\nTABLE R603.6(9)B OX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a <\/td>\n<\/tr>\n
268<\/td>\nTABLE R603.6(10) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
269<\/td>\nTABLE R603.6(11) BOX-BEAM HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
270<\/td>\nTABLE R603.6(12) BOX-BEAM HEADER SPANSa,b,c Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a,b <\/td>\n<\/tr>\n
271<\/td>\nTABLE R603.6(13) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a,b <\/td>\n<\/tr>\n
272<\/td>\nTABLE R603.6(14) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a,b <\/td>\n<\/tr>\n
273<\/td>\nTABLE R603.6(15) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (33 ksi steel)a, b <\/td>\n<\/tr>\n
274<\/td>\nTABLE R603.6(16) BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Only (50 ksi steel)a, b <\/td>\n<\/tr>\n
275<\/td>\nTABLE R603.6(17) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
276<\/td>\nTABLE R603.6(18) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
277<\/td>\nTABLE R603.6(19) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
278<\/td>\nTABLE R603.6(20) BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
279<\/td>\nTABLE R603.6(21) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
280<\/td>\nTABLE R603.6(22) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
281<\/td>\nTABLE R603.6(23) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (33 ksi steel)a, b <\/td>\n<\/tr>\n
282<\/td>\nTABLE R603.6(24) BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceiling (50 ksi steel)a, b <\/td>\n<\/tr>\n
283<\/td>\nTABLE R603.7(1) TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF AN OPENING
TABLE R603.7(2) HEADER TO KING STUD CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
284<\/td>\nTABLE R603.8 HEAD AND SILL TRACK SPAN Fy = 33 ksi
FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
285<\/td>\nFIGURE R603.9.2 CORNER STUD HOLD DOWN DETAIL
TABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS <\/td>\n<\/tr>\n
286<\/td>\nTABLE R603.9.2(2) FULL HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS <\/td>\n<\/tr>\n
287<\/td>\nTABLE R606.5 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY
TABLE R606.9 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
289<\/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
290<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
291<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D1, OR D2 <\/td>\n<\/tr>\n
292<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
293<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDING ASSIGNED TO SEISMIC DESIGN CATEGORY D0 or D1
TABLE R606.12.4.1 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2
TABLE R606.12.4.2 MINIMUM REINFORCING FOR STACKED BONDED MASONRY WALLS IN SEISMIC DESIGN CATEGORY D2 <\/td>\n<\/tr>\n
294<\/td>\nTABLE R606.15.1 MINIMUM CORROSION PROTECTION
SECTION R607 UNIT MASONRY <\/td>\n<\/tr>\n
295<\/td>\nTABLE R607.1 MORTAR PROPORTIONSa, b
SECTION R608 MULTIPLE WYTHE MASONRY <\/td>\n<\/tr>\n
296<\/td>\nSECTION R609 GROUTED MASONRY
TABLE R609.1.1 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
297<\/td>\nTABLE R609.1.2 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
298<\/td>\nSECTION R610 GLASS UNIT MASONRY
FIGURE R610.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
299<\/td>\nSECTION R611 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
300<\/td>\nTABLE R611.3 DIMENSIONAL REQUIREMENTS FOR WALLSa,b <\/td>\n<\/tr>\n
301<\/td>\nFIGURE R611.3(1) FLAT WALL SYSTEM
FIGURE R611.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R611.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
302<\/td>\nTABLE R611.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS <\/td>\n<\/tr>\n
303<\/td>\nFIGURE R611.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
304<\/td>\nFIGURE R611.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R611.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
305<\/td>\nTABLE R611.5.4(2) MAXIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEELa, b, c <\/td>\n<\/tr>\n
306<\/td>\nFIGURE R611.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE
FIGURE R611.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST-STORY AND LIGHT-FRAMED SECOND-STORY <\/td>\n<\/tr>\n
307<\/td>\nFIGURE R611.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY
FIGURE R611.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON GROUND FOOTING <\/td>\n<\/tr>\n
308<\/td>\nTABLE R611.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
309<\/td>\nTABLE R611.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
310<\/td>\nTABLE R611.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
311<\/td>\nTABLE R611.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
312<\/td>\nEQUATION R611-1
EQUATION R611-2 <\/td>\n<\/tr>\n
314<\/td>\nTABLE R611.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY <\/td>\n<\/tr>\n
315<\/td>\nTABLE R611.7(1A)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO-STORY <\/td>\n<\/tr>\n
316<\/td>\nTABLE R611.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n
317<\/td>\nTABLE R611.7(1B)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n
318<\/td>\nTABLE R611.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
319<\/td>\nTABLE R611.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO-STORY <\/td>\n<\/tr>\n
320<\/td>\nFIGURE R611.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R611.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
322<\/td>\nTABLE R611.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
FIGURE R611.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
323<\/td>\nTABLE R611.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEETa,b <\/td>\n<\/tr>\n
324<\/td>\nTABLE R611.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLSa,c <\/td>\n<\/tr>\n
325<\/td>\nFIGURE R611.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
326<\/td>\nFIGURE R611.8(2) LINTEL FOR FLAT WALLS
FIGURE R611.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
327<\/td>\nFIGURE R611.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
329<\/td>\nTABLE R611.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
330<\/td>\nTABLE R611.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
331<\/td>\nTABLE R611.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
332<\/td>\nTABLE R611.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
333<\/td>\nTABLE R611.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
334<\/td>\nTABLE R611.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
335<\/td>\nTABLE R611.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
336<\/td>\nTABLE R611.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
337<\/td>\nTABLE R611.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
338<\/td>\nTABLE R611.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
339<\/td>\nTABLE R611.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
340<\/td>\nTABLE R611.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
341<\/td>\nTABLE R611.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLS MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
342<\/td>\nTABLE R611.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
343<\/td>\nTABLE R611.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
344<\/td>\nTABLE R611.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET
TABLE R611.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
346<\/td>\nFIGURE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
347<\/td>\nTABLE R611.9(1) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
348<\/td>\nFIGURE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
349<\/td>\nTABLE R611.9(2) WOOD FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
350<\/td>\nFIGURE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
351<\/td>\nTABLE R611.9(3) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
352<\/td>\nFIGURE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
353<\/td>\nTABLE R611.9(4) WOOD FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
354<\/td>\nFIGURE R611.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
355<\/td>\nTABLE R611.9(5) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
356<\/td>\nFIGURE R611.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
357<\/td>\nTABLE R611.9(6) COLD-FORMED STEEL FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
358<\/td>\nFIGURE R611.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
359<\/td>\nTABLE R611.9(7) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
360<\/td>\nFIGURE R611.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
361<\/td>\nTABLE R611.9(8) COLD-FORMED STEEL FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
362<\/td>\nFIGURE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
363<\/td>\nTABLE R611.9(9) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
364<\/td>\nFIGURE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL FRAMING PARALLEL <\/td>\n<\/tr>\n
365<\/td>\nTABLE R611.9(10) WOOD FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
366<\/td>\nFIGURE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
367<\/td>\nTABLE R611.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
368<\/td>\nFIGURE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
369<\/td>\nTABLE R611.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
370<\/td>\nSECTION R612 EXTERIOR WINDOWS AND DOORS
FIGURE R612.8(1) THROUGH THE FRAME <\/td>\n<\/tr>\n
371<\/td>\nFIGURE R612.8(2) FRAME CLIP
FIGURE R612.8(3) THROUGH THE FRAME
FIGURE R612.8(4) FRAME CLIP
FIGURE R612.8(5) THROUGH THE FLANGE <\/td>\n<\/tr>\n
372<\/td>\nFIGURE R612.8(6) THROUGH THE FLANGE
FIGURE R612.8(7) FRAME CLIP
FIGURE R612.8(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
373<\/td>\nSECTION R613 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
TABLE R613.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE <\/td>\n<\/tr>\n
374<\/td>\nTABLE R613.3.2 MINIMUM PROPERTIESa FOR WOOD STRUCTURAL PANEL FACING MATERIAL USED IN SIP WALLS
FIGURE R613.4 SIP WALL PANEL <\/td>\n<\/tr>\n
375<\/td>\nTABLE R613.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP LIGHT-FRAME ROOF ONLY (inches) <\/td>\n<\/tr>\n
376<\/td>\nTABLE R613.5(2) MINIMUM THICKNESS FOR SIP WALLS SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF (inches) <\/td>\n<\/tr>\n
377<\/td>\nFIGURE R613.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R613.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
378<\/td>\nFIGURE R613.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R613.5(4) SIP WALL TO WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
379<\/td>\nFIGURE R613.5(5) SIP WALL TO WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only)
FIGURE R613.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
380<\/td>\nFIGURE R613.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE R613.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS <\/td>\n<\/tr>\n
381<\/td>\nFIGURE R613.9 SIP CORNER FRAMING DETAIL
TABLE R613.10 MAXIMUM SPANS FOR 117\/8 INCH DEEP SIP HEADERS (feet) <\/td>\n<\/tr>\n
383<\/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
384<\/td>\nTABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME
TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD <\/td>\n<\/tr>\n
386<\/td>\nTABLE R702.3.7 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
388<\/td>\nTABLE R703.4 WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
389<\/td>\nTABLE R703.4\u2014continued WEATHER\u2013RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS
TABLE R703.5.2 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSa, b, c (Dimensions are in inches) <\/td>\n<\/tr>\n
391<\/td>\nFIGURE R703.7 MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
392<\/td>\nFIGURE R703.7\u2014continued MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
393<\/td>\nTABLE R703.7(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.7(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, WOOD FRAMING, SEISMIC DESIGN CATEGORIES D1 AND D2 <\/td>\n<\/tr>\n
394<\/td>\nFIGURE R703.7.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
395<\/td>\nFIGURE R703.7.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
396<\/td>\nTABLE R703.7.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
FIGURE R703.7.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
397<\/td>\nFIGURE R703.8(1) KICK-OUT FLASHING <\/td>\n<\/tr>\n
399<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
402<\/td>\nTABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER TIE-DOWN CONNECTION TO RESIST WIND UPLIFT FORCES <\/td>\n<\/tr>\n
403<\/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
404<\/td>\nTABLE R802.4(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
405<\/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
406<\/td>\nTABLE R802.4(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
407<\/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
408<\/td>\nTABLE R802.5.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
409<\/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
410<\/td>\nTABLE R802.5.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load=20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
411<\/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
412<\/td>\nTABLE R802.5.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
413<\/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
414<\/td>\nTABLE R802.5.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
415<\/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
416<\/td>\nTABLE R802.5.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
417<\/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
418<\/td>\nTABLE R802.5.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
419<\/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
420<\/td>\nTABLE R802.5.1(7)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
421<\/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
422<\/td>\nTABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOADa (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
423<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
424<\/td>\nFIGURE R802.5.1 BRACED RAFTER CONSTRUCTION
TABLE R802.11 REQUIRED STRENGTH OF TRUSS OR RAFTER CONNECTIONS TO RESIST WIND UPLIFT FORCES (Pounds per connection) <\/td>\n<\/tr>\n
425<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 STEEL ROOF FRAMING <\/td>\n<\/tr>\n
426<\/td>\nFIGURE R804.1.2 IN-LINE FRAMING
TABLE R804.2(1) LOAD-BEARING COLD-FORMED STEEL MEMBER SIZES
TABLE R804.2(2) MINIMUM THICKNESS OF COLD-FORMED STEEL MEMBERS <\/td>\n<\/tr>\n
427<\/td>\nFIGURE R804.2(1) C-SHAPED SECTION
FIGURE R804.2(2) TRACK SECTION
TABLE R804.2.4 SCREW SUBSTITUTION FACTOR <\/td>\n<\/tr>\n
428<\/td>\nFIGURE R804.2.5.1 WEB HOLES
FIGURE R804.2.5.3 WEB HOLE PATCH <\/td>\n<\/tr>\n
429<\/td>\nFIGURE R804.3 STEEL ROOF CONSTRUCTION
TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE <\/td>\n<\/tr>\n
432<\/td>\nTABLE R804.3.1.1(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
433<\/td>\nTABLE R804.3.1.1(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
434<\/td>\nTABLE R804.3.1.1(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
435<\/td>\nTABLE R804.3.1.1(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
436<\/td>\nTABLE R804.3.1.1(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
437<\/td>\nTABLE R804.3.1.1(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
438<\/td>\nTABLE R804.3.1.1(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
439<\/td>\nTABLE R804.3.1.1(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
440<\/td>\nFIGURE R804.3.1.1(1) JOIST TO RAFTER CONNECTION
TABLE R804.3.1.1(9) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa <\/td>\n<\/tr>\n
441<\/td>\nFIGURE R804.3.1.1(2) BEARING STIFFENER
FIGURE R804.3.1.4(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPE, TRACK OR COLD-ROLLED CHANNEL <\/td>\n<\/tr>\n
442<\/td>\nFIGURE R804.3.1.4(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
FIGURE R804.3.1.5 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
443<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANSa, b, c 33 ksi STEEL <\/td>\n<\/tr>\n
444<\/td>\nTABLE R804.3.2.1(2) ROOF RAFTER SPANSa, b, c 50 ksi STEEL <\/td>\n<\/tr>\n
445<\/td>\nTABLE R804.3.2.1(3) BASIC WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
446<\/td>\nTABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR HIP RAFTER TO HIP MEMBER OR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa
FIGURE R804.3.2.4 HIP MEMBER OR RIDGE MEMBER CONNECTION
TABLE R804.3.3.2 HIP MEMBER SIZES, 33 ksi STEEL <\/td>\n<\/tr>\n
447<\/td>\nTABLE R804.3.3.3 HIP SUPPORT COLUMN SIZES <\/td>\n<\/tr>\n
448<\/td>\nTABLE R804.3.3.4(1) UPLIFT STRAP CONNECTION REQUIREMENTS HIP SUPPORT COLUMN AT CEILING LINE
FIGURE R804.3.3.4(1) JACK RAFTER CONNECTION AT EAVE <\/td>\n<\/tr>\n
449<\/td>\nTABLE R804.3.3.4(2) CONNECTION REQUIREMENTS HIP MEMBER TO HIP SUPPORT COLUMN
FIGURE R804.3.3.4(2) HIP SUPPORT COLUMN <\/td>\n<\/tr>\n
450<\/td>\nTABLE R804.3.3.4(3) UPLIFT STRAP CONNECTION REQUIREMENTS HIP MEMBER TO WALL
FIGURE R804.3.3.4(3) HIP CONNECTIONS AT RIDGE <\/td>\n<\/tr>\n
451<\/td>\nFIGURE R804.3.3.4(4) HIP CONNECTIONS AT RIDGE AND BOX COLUMN <\/td>\n<\/tr>\n
452<\/td>\nFIGURE R804.3.3.4(5) HIP MEMBER CONNECTION AT WALL CORNER
FIGURE R804.3.6(1) ROOF OR CEILING OPENING <\/td>\n<\/tr>\n
453<\/td>\nFIGURE R804.3.6(2) HEADER TO TRIMMER CONNECTION
TABLE R804.3.8(1) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FT <\/td>\n<\/tr>\n
454<\/td>\nFIGURE R804.3.8(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL
TABLE R804.3.8(2) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED CEILING HEIGHT = 9 OR 10 FT <\/td>\n<\/tr>\n
455<\/td>\nFIGURE R804.3.8(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL
TABLE R804.3.8(3) REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS WOOD STRUCTURAL PANEL SHEATHED CEILING HEIGHT = 8, 9 OR 10 FT <\/td>\n<\/tr>\n
456<\/td>\nFIGURE R804.3.8(3) ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
457<\/td>\nSECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
459<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 ROOF CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS <\/td>\n<\/tr>\n
460<\/td>\nFIGURE R903.5 HAIL EXPOSURE MAP <\/td>\n<\/tr>\n
461<\/td>\nSECTION R905 REQUIREMENTS FOR ROOF COVERINGS
TABLE R905.2.4.1(1) CLASSIFICATION OF ASPHALT ROOF SHINGLES PER ASTM D 7158
TABLE R905.2.4.1(2) CLASSIFICATION OF ASPHALT SHINGLES PER ASTM D 3161 <\/td>\n<\/tr>\n
462<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
463<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
465<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
466<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
467<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
468<\/td>\nTABLE R905.10.3(1) METAL ROOF COVERINGS STANDARDS
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE
TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
469<\/td>\nSECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
471<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
472<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
473<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
474<\/td>\nSECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
475<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
477<\/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
478<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
479<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET <\/td>\n<\/tr>\n
480<\/td>\nTABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
481<\/td>\nSECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
483<\/td>\nPART IV\u2014ENERGY
CHAPTER 11 ENERGY EFFICIENCY
PART I ENERGY CONSERVATION
SECTION N1101 SCOPE
TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS <\/td>\n<\/tr>\n
484<\/td>\nTABLE N1101.1(1) PRESCRIPTIVE ENVELOPE REQUIREMENTSa <\/td>\n<\/tr>\n
485<\/td>\nTABLE N1101.1(2) ADDITIONAL MEASURES <\/td>\n<\/tr>\n
486<\/td>\nTABLE 1101.1(3) VENTILATION AIR REQUIREMENTS, cfm
TABLE N1101.3 SMALL ADDITION ADDITIONAL MEASURES (Select one)
SECTION N1102 DEFINITIONS <\/td>\n<\/tr>\n
488<\/td>\nTABLE N1104.1(1) RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS <\/td>\n<\/tr>\n
489<\/td>\nTABLE N1104.1(2) APPROVED DEFAULT U-FACTORS <\/td>\n<\/tr>\n
490<\/td>\nSECTION N1103 ALTERNATIVE SYSTEMS
SECTION N1104 EXTERIOR ENVELOPE REQUIREMENTS <\/td>\n<\/tr>\n
493<\/td>\nSECTION N1105 HEATING, VENTILATING AND AIR-CONDITIONING SYSTEMS <\/td>\n<\/tr>\n
494<\/td>\nTABLE N1105.5.5 ELECTRICALLY OPERATED PACKAGED TERMINAL AIR CONDITIONERS (PTAC) AND PACKAGED TERMINAL HEAT PUMPS (PTHP) \u2013 MINIMUM EFFICIENCY REQUIREMENTS
SECTION N1106 PIPING INSULATION
SECTION N1107 LIGHTING <\/td>\n<\/tr>\n
495<\/td>\nTABLE N1106.1 MINIMUM PIPE INSULATION (INCHES)a, b
PART II ALTERNATIVE SYSTEMS ANALYSIS
SECTION NA1108 ALTERNATIVE SYSTEMS ANALYSIS
EQUATION NA1108.2.1(1)
EQUATION NA1108.2.1(2)
EQUATION NA1108.2.1(3)
EQUATION NA1108.2.1(4) <\/td>\n<\/tr>\n
496<\/td>\nTABLE NA1108.2 BASIS FOR COMPARISON
TABLE NA1108.2.2 THERMOSTAT SETTINGS (\u00b0F) <\/td>\n<\/tr>\n
497<\/td>\nPART III FENESTRATION STANDARD
SECTION NF1109 SCOPE
SECTION NF1110 ALTERATIONS
SECTION NF1111 DEFINITIONS
SECTION NF1112 INSULATED GLASS CERTIFICATION
SECTION NF1113 WINDOW THERMAL PERFORMANCE DESIGNATION FOR NEW BUILDINGS AND ADDITIONS <\/td>\n<\/tr>\n
498<\/td>\nSECTION NF1114 THERMAL PERFORMANCE LABELING <\/td>\n<\/tr>\n
499<\/td>\nTABLE NF1113.3(1) APPROVED WINDOW DEFAULT U-VALUESa, b <\/td>\n<\/tr>\n
500<\/td>\nTABLE NF1113.3(1) \u2014 NOTES (continued)
TABLE NF1113.3(2) APPROVED GLAZED DOOR DEFAULT U-VALUESa <\/td>\n<\/tr>\n
501<\/td>\nTABLE NF1113.3(2) \u2014 NOTES (continued)
SECTION NF1115 AIR LEAKAGE REQUIREMENTS <\/td>\n<\/tr>\n
503<\/td>\nPART V\u2014MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
[EB] SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
505<\/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
506<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION <\/td>\n<\/tr>\n
507<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
508<\/td>\nFIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
509<\/td>\nSECTION M1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
510<\/td>\nSECTION M1308 MECHANICAL SYSTEMS INSTALLATION
SECTION M1309 PIPING SUPPORT
TABLE M1309.4 PIPING SUPPORTS <\/td>\n<\/tr>\n
511<\/td>\nFIGURE M1307.1 ILLUSTRATIONS OF NORMAL VEHICLE PATH AND RECOMMENDED TYPES OF PROTECTION <\/td>\n<\/tr>\n
513<\/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
514<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES <\/td>\n<\/tr>\n
515<\/td>\nSECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
516<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION 1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS <\/td>\n<\/tr>\n
517<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
TABLE M1502.4.4.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
518<\/td>\nSECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS
SECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS <\/td>\n<\/tr>\n
519<\/td>\nSECTION M1507 MECHANICAL VENTILATION
TABLE M1507.3 EXHAUST RATES FOR RESIDENTIAL DWELLINGS
TABLE M1507.4 PERSCRIPTIVE EXHAUST DUCT SIZING <\/td>\n<\/tr>\n
521<\/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
523<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
524<\/td>\nSECTION M1603 SUPPLY AIR
SECTION M1604 SMOKE AND FIRE DAMPER <\/td>\n<\/tr>\n
525<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL <\/td>\n<\/tr>\n
527<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL
SECTION M1802 VENT COMPONENTS <\/td>\n<\/tr>\n
528<\/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
529<\/td>\nSECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART <\/td>\n<\/tr>\n
530<\/td>\nSECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
531<\/td>\nCHAPTER 19 SPECIAL FUEL-BURNING EQUIPMENT
SECTION M1901 RANGES AND OVENS
SECTION M1902 SAUNA HEATERS
SECTION M1903 ENGINE AND GAS TURBINE-POWERED EQUIPMENT
SECTION M1904 SMALL CERAMIC KILNS <\/td>\n<\/tr>\n
532<\/td>\nSECTION M1905 STATIONARY FUEL CELL POWER PLANTS
SECTION M1906 GASEOUS HYDROGEN SYSTEMS <\/td>\n<\/tr>\n
533<\/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 <\/td>\n<\/tr>\n
534<\/td>\nTABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2005 WATER HEATERS
SECTION M2006 POOL HEATERS <\/td>\n<\/tr>\n
535<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n
536<\/td>\nTABLE M2101.1 HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
537<\/td>\nTABLE M2101.9 HANGER SPACING INTERVALS
SECTION M2104 LOW TEMPERATURE PIPING <\/td>\n<\/tr>\n
538<\/td>\nSECTION M2105 GROUND SOURCE HEAT PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
539<\/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
540<\/td>\nSECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
541<\/td>\nCHAPTER 23 SOLAR SYSTEMS
SECTION M2301 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
543<\/td>\nPART VI\u2014FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 AUTHORITY TO RENDER GAS SERVICE
SECTION G2403 GENERAL <\/td>\n<\/tr>\n
548<\/td>\nSECTION G2404 GENERAL <\/td>\n<\/tr>\n
549<\/td>\nSECTION G2405 STRUCTURAL SAFETY
SECTION G2406 APPLIANCE LOCATION
SECTION G2407 COMBUSTION, VENTILATION AND DILUTION AIR <\/td>\n<\/tr>\n
550<\/td>\nEQUATION 24-1
EQUATION 24-2 <\/td>\n<\/tr>\n
551<\/td>\nFIGURE G2407.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section G2407.5.3)
FIGURE G2407.6.1(1) ALL AIR FROM OUTDOOR-INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2407.6.1)
FIGURE G2407.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2407.6.2) <\/td>\n<\/tr>\n
552<\/td>\nFIGURE G2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2407.6.1)
FIGURE G2407.6.1(3) ALL AIR FROM OUTDOORS (see Section G2407.6.1) <\/td>\n<\/tr>\n
554<\/td>\nSECTION G2408 INSTALLATION
SECTION G2409 CLEARANCE REDUCTION <\/td>\n<\/tr>\n
555<\/td>\nFIGURE G2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS
FIGURE G2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
556<\/td>\nFIGURE G2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM
SECTION G2410 ELECTRICAL
SECTION G2411 ELECTRICAL BONDING
SECTION G2412 (401) GENERAL <\/td>\n<\/tr>\n
557<\/td>\nTABLE G2409.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
558<\/td>\nSECTION G2413 PIPE SIZING
TABLE G2413.2 APPROXIMATE GAS INPUT FOR TYPICAL APPLIANCES <\/td>\n<\/tr>\n
559<\/td>\nEQUATION 24-3
EQUATION 24-4
TABLE G2413.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS <\/td>\n<\/tr>\n
560<\/td>\nTABLE G2413.4(1) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
561<\/td>\nTABLE G2413.4(2) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
562<\/td>\nTABLE G2413.4(3) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
563<\/td>\nTABLE G2413.4(4) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
564<\/td>\nTABLE G2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
565<\/td>\nTABLE G2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
566<\/td>\nTABLE G2413.4(7) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
567<\/td>\nTABLE G2413.4(8) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
568<\/td>\nTABLE G2413.4(9) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
569<\/td>\nTABLE G2413.4(10) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
570<\/td>\nTABLE G2413.4(11) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
571<\/td>\nTABLE G2413.4(12) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
572<\/td>\nTABLE G2413.4(13) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
573<\/td>\nTABLE G2413.4(14) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
574<\/td>\nTABLE G2413.4(15) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
575<\/td>\nTABLE G2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
576<\/td>\nTABLE G2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
577<\/td>\nTABLE G2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
578<\/td>\nTABLE G2413.4(19) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
579<\/td>\nTABLE G2413.4(20) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
580<\/td>\nTABLE G2413.4(21) POLYETHYLENE PLASTIC TUBING
SECTION G2414 PIPING MATERIALS <\/td>\n<\/tr>\n
581<\/td>\nTABLE G2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
582<\/td>\nSECTION G2415 PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
584<\/td>\nSECTION G2416 PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
585<\/td>\nSECTION G2418 PIPING SUPPORT
SECTION G2419 DRIPS AND SLOPED PIPING
SECTION G2420 GAS SHUTOFF VALVES <\/td>\n<\/tr>\n
586<\/td>\nTABLE G2420.1.1 MANUAL GAS VALVE STANDARDS
SECTION G2421 FLOW CONTROLS <\/td>\n<\/tr>\n
587<\/td>\nSECTION G2422 APPLIANCE CONNECTIONS
SECTION G2423 CNG GAS-DISPENSING SYSTEMS
SECTION G2424 PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING <\/td>\n<\/tr>\n
588<\/td>\nSECTION G2425 GENERAL <\/td>\n<\/tr>\n
589<\/td>\nSECTION G2426 (502) VENTS
SECTION G2427 VENTING OF APPLIANCES <\/td>\n<\/tr>\n
590<\/td>\nTABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
592<\/td>\nFIGURE G2427.5.3 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
594<\/td>\nFIGURE G2427.6.3 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
596<\/td>\nTABLE G2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
597<\/td>\nTABLE G2427.10.5a CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
599<\/td>\nSECTION G2428 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
600<\/td>\nTABLE G2428.2(1) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
601<\/td>\nTABLE G2428.2(1)\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
602<\/td>\nTABLE G2428.2(2) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
603<\/td>\nTABLE G2428.2(2)\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
604<\/td>\nTABLE G2428.3.2 MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
605<\/td>\nTABLE G2428.3(1) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
606<\/td>\nTABLE G2428.3(2) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
607<\/td>\nTABLE G2428.3(3) MASONRY CHIMNEY <\/td>\n<\/tr>\n
608<\/td>\nTABLE G2428.3(4) MASONRY CHIMNEY <\/td>\n<\/tr>\n
610<\/td>\nSECTION G2429 DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION\/EXHAUST HOOD VENTING
SECTION G2430 FACTORY-BUILT CHIMNEYS
SECTION G2431 GENERAL
SECTION G2432 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES <\/td>\n<\/tr>\n
611<\/td>\nSECTION G2433 LOG LIGHTERS
SECTION G2434 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION G2435 VENTED GAS FIREPLACE HEATERS
SECTION G2436 VENTED WALL FURNACES
SECTION G2437 FLOOR FURNACES <\/td>\n<\/tr>\n
612<\/td>\nSECTION G2438 CLOTHES DRYERS
SECTION G2439 ENGINE AND GAS TURBINE-POWERED EQUIPMENT
SECTION G2440 SAUNA HEATERS
SECTION G2441 POOL AND SPA HEATERS
SECTION G2442 FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
613<\/td>\nSECTION G2443 CONVERSION BURNERS
SECTION G2444 UNIT HEATERS
SECTION G2445 UNVENTED ROOM HEATERS <\/td>\n<\/tr>\n
614<\/td>\nSECTION G2446 VENTED ROOM HEATERS
SECTION G2447 COOKING APPLIANCES
SECTION G2448 WATER HEATERS
SECTION G2449 AIR CONDITIONING APPLIANCES <\/td>\n<\/tr>\n
615<\/td>\nSECTION G2450 ILLUMINATING APPLIANCES
SECTION G2451 INFRARED RADIANT HEATERS
SECTION G2452 CHIMNEY DAMPER OPENING
TABLE G2452.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES <\/td>\n<\/tr>\n
617<\/td>\nPART VII\u2014PLUMBING
CHAPTERS 25-33 RESIDENTIAL PLUMBING <\/td>\n<\/tr>\n
619<\/td>\nPART VIII\u2014ELECTRICAL
CHAPTERS 34-42 RESIDENTIAL ELECTRICAL CHAPTERS <\/td>\n<\/tr>\n
621<\/td>\nCHAPTER 43 DELETED <\/td>\n<\/tr>\n
623<\/td>\nPART IX\u2014REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA <\/td>\n<\/tr>\n
624<\/td>\nAFPA
AISI
AITC
ANSI <\/td>\n<\/tr>\n
625<\/td>\nAPA
APSP <\/td>\n<\/tr>\n
626<\/td>\nASCE\/SEI
ASHRAE
ASME <\/td>\n<\/tr>\n
627<\/td>\nASTM <\/td>\n<\/tr>\n
632<\/td>\nAWPA
CGSB
CPA
CPSC <\/td>\n<\/tr>\n
633<\/td>\nCSA
CSSB
DASMA
DOC
DOTn <\/td>\n<\/tr>\n
634<\/td>\nFEMA
FM
GA
HPVA
ISO
MSS <\/td>\n<\/tr>\n
635<\/td>\nNAIMA
NCMA
NFPA
PCA
SMACNA <\/td>\n<\/tr>\n
636<\/td>\nTMS
TPI
UL <\/td>\n<\/tr>\n
637<\/td>\nULC
WDMA
WWPA <\/td>\n<\/tr>\n
639<\/td>\nAPPENDIX A SIZING AND CAPACITIES OF GAS PIPING (Not Adopted by the State of Oregon)
A.1 GENERAL PIPING CONSIDERATIONS
A.2 DESCRIPTION OF TABLES <\/td>\n<\/tr>\n
640<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
641<\/td>\nTABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
642<\/td>\nTABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES G2413.4(1)THROUGH G2413.4(8) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60
A.3 USE OF CAPACITY TABLES <\/td>\n<\/tr>\n
644<\/td>\nTABLE A.3.4 THOUSANDS OF Btu\/h (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS
A.4 USE OF SIZING EQUATIONS
A.5 PIPE AND TUBE DIAMETERS <\/td>\n<\/tr>\n
645<\/td>\nTABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
A.6 USE OF SIZING CHARTS <\/td>\n<\/tr>\n
646<\/td>\nFIGURE A.6(a) CAPACITY OF NATURAL GAS PIPING, LOW PRESSURE (0.60 WC)
FIGURE A.6 (b)C APACITY OF NATURAL GAS PIPING, HIGH PRESSURE (1.5 psi and above) <\/td>\n<\/tr>\n
647<\/td>\nA.7 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING
FIGURE A.7.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
FIGURE A.7.2 PIPING PLAN SHOWING A CSST SYSTEM <\/td>\n<\/tr>\n
648<\/td>\nFIGURE A.7.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n
649<\/td>\nFIGURE A.7.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
651<\/td>\nAPPENDIX B SIZING OF VENTING SYSTEMS SERVING APPLIANCES EQUIPPED WITH DRAFT HOODS, CATEGORY I APPLIANCES, AND APPLIANCES LISTED FOR USE WITH TYPE B VENTS (Not Adopted by the State of Oregon)
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
652<\/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
653<\/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
654<\/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
655<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
656<\/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
658<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
659<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
661<\/td>\nAPPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS (Not Adopted by the State of Oregon)
FIGURE C-1 EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n
663<\/td>\nAPPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION (Not Adopted by the State of Oregon) <\/td>\n<\/tr>\n
665<\/td>\nAPPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS
SECTION AE101 ANCHORAGE INSTALLATIONS
SECTION AE102 TIES, MATERIALS AND INSTALLATION <\/td>\n<\/tr>\n
667<\/td>\nAPPENDIX F RADON CONTROL METHODS
SECTION AF101 SCOPE
SECTION AF102 DEFINITIONS
SECTION AF103 REQUIREMENTS <\/td>\n<\/tr>\n
671<\/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
672<\/td>\nSECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS
SECTION AG107 ABBREVIATIONS
SECTION AG108 STANDARDS <\/td>\n<\/tr>\n
673<\/td>\nAPPENDIX H PATIO COVERS
SECTION AH101 GENERAL
SECTION AH102 DEFINITION
SECTION AH103 PERMITTED USES
SECTION AH104 DESIGN LOADS
SECTION AH105 LIGHT AND VENTILATION\/EMERGENCY EGRESS
SECTION AH106 FOOTINGS <\/td>\n<\/tr>\n
675<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL (Not Adopted by the State of Oregon)
SECTION AI101 GENERAL <\/td>\n<\/tr>\n
677<\/td>\nAPPENDIX J EXISTING BUILDINGS AND STRUCTURES (Not Adopted by the State of Oregon)
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE
SECTION AJ103 PRELIMINARY MEETING <\/td>\n<\/tr>\n
678<\/td>\nSECTION AJ104 EVALUATION OF AN EXISTING BUILDING
SECTION AJ105 PERMIT
SECTION AJ201 DEFINITIONS
SECTION AJ301 REPAIRS <\/td>\n<\/tr>\n
679<\/td>\nSECTION AJ401 RENOVATIONS
SECTION AJ501 ALTERATIONS <\/td>\n<\/tr>\n
680<\/td>\nSECTION AJ601RE CONSTRUCTION <\/td>\n<\/tr>\n
681<\/td>\nAPPENDIX K SOUND TRANSMISSION
SECTION AK101 GENERAL
SECTION AK102 AIRBORNE SOUND
SECTION AK103 STRUCTURAL-BORNE SOUND
SECTION AK104 REFERENCED STANDARDS <\/td>\n<\/tr>\n
683<\/td>\nAPPENDIX L PERMIT FEES (Not Adopted by the State of Oregon) <\/td>\n<\/tr>\n
685<\/td>\nAPPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY (Not Adopted by the State of Oregon)
SECTION AM101 GENERAL
SECTION AM102 DEFINITIONS
SECTION AM103 MEANS OF EGRESS <\/td>\n<\/tr>\n
686<\/td>\nSECTION AM104 SMOKE DETECTION <\/td>\n<\/tr>\n
687<\/td>\nAPPENDIX N VENTING METHODS (Not Adopted by the State of Oregon)
FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
688<\/td>\nFIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
689<\/td>\nFIGURE N3 TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
690<\/td>\nFIGURE N4 TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
691<\/td>\nFIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
692<\/td>\nFIGURE N6 WASTE STACK VENTING <\/td>\n<\/tr>\n
693<\/td>\nFIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT VENTED BRANCH <\/td>\n<\/tr>\n
695<\/td>\nAPPENDIX O GRAY WATER RECYCLING SYSTEMS (Not Adopted by the State of Oregon)
SECTION AO101 GENERAL
SECTION AO102 SYSTEMS FOR FLUSHING WATER CLOSETS AND URINALS <\/td>\n<\/tr>\n
696<\/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
697<\/td>\nSECTION AO103 SUBSURFACE LANDSCAPE IRRIGATION SYSTEMS
EQUATION AO-1 <\/td>\n<\/tr>\n
698<\/td>\nTABLE AO103.8 LOCATION OF GRAY WATER SYSTEM
TABLE AO103.9.1 DESIGN LOADING RATE <\/td>\n<\/tr>\n
699<\/td>\nTABLE AO103.10 DISTRIBUTION PIPE <\/td>\n<\/tr>\n
701<\/td>\nAPPENDIX P SIZING OF WATER PIPING SYSTEM (Not Adopted by the State of Oregon)
SECTION AP101 GENERAL
SECTION AP102 INFORMATION REQUIRED
SECTION AP103 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
705<\/td>\nTABLE AP.1
TABLE AP.2 <\/td>\n<\/tr>\n
706<\/td>\nFIGURE AP103.3(1) EXAMPLE-SIZING <\/td>\n<\/tr>\n
707<\/td>\nTABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
708<\/td>\nTABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
709<\/td>\nTABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
710<\/td>\nTABLE AP103.3(3)\u2014continued TABLE FOR ESTIMATING DEMAND
TABLE AP103.3(4) LOSS OF PRESSURE THROUGH TAPS AND TEES IN POUNDS PER SQUARE INCH (psi) <\/td>\n<\/tr>\n
711<\/td>\nTABLE AP103.3(5) ALLOWANCE IN EQUIVALENT LENGTHS OF PIPE FOR FRICTION LOSS IN VALVES AND THREADED FITTINGS (feet)
TABLE AP103.3(6) PRESSURE LOSS IN FITTINGS AND VALVES EXPRESSED AS EQUIVALENT LENGTH OF TUBEa (feet) <\/td>\n<\/tr>\n
712<\/td>\nFIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
713<\/td>\nFIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
714<\/td>\nFIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B 88 COPPER TUBING) <\/td>\n<\/tr>\n
715<\/td>\nFIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
716<\/td>\nFIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
717<\/td>\nFIGURE AP103.3(7) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
718<\/td>\nSECTION AP201 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
719<\/td>\nTABLE AP201.1 MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
720<\/td>\nTABLE AP201.1\u2014continued MINIMUM SIZE OF WATER METERS, MAINS AND DISTRIBUTION PIPING BASED ON WATER SUPPLY FIXTURE UNIT VALUES (w.s.f.u.) <\/td>\n<\/tr>\n
721<\/td>\nAPPENDIX Q ICC INTERNATIONAL RESIDENTIAL CODE ELECTRICAL PROVISIONS\/NATIONAL ELECTRICAL CODE CROSS-REFERENCE (Not Adopted by the State of Oregon) <\/td>\n<\/tr>\n
735<\/td>\nAPPENDIX R STRAW-BALE STRUCTURES
SECTION AR101 PURPOSE
SECTION AR102 SCOPE
SECTION AR103 DEFINITIONS
SECTION AR104 MATERIAL SPECIFICATIONS
SECTION AR105 FOUNDATION REQUIREMENTS <\/td>\n<\/tr>\n
736<\/td>\nSECTION AR106 WALL CONSTRUCTION
SECTION AR107 LOAD BEARING WALLS <\/td>\n<\/tr>\n
737<\/td>\nSECTION AR108 NONLOAD BEARING WALLS <\/td>\n<\/tr>\n
738<\/td>\nSECTION AR109 WALL FINISHES
SECTION AR110 ROOF TO WALL CONNECTION
SECTION AR111 ELECTRICAL, PLUMBING AND MECHANICAL <\/td>\n<\/tr>\n
739<\/td>\nAPPENDIX T DWELLING UNIT FIRE SPRINKLER SYSTEMS
TABLE AT2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
741<\/td>\nEQUATION AT29-1 <\/td>\n<\/tr>\n
742<\/td>\nTABLE AT2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a,b <\/td>\n<\/tr>\n
743<\/td>\nTABLE AT2904.6.2(2) MINIMUM WATER METER PRESSURE LOSS (PLm)a
TABLE AT2904.6.2(3) ELEVATION LOSS (PLe) <\/td>\n<\/tr>\n
744<\/td>\nTABLE AT2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
745<\/td>\nTABLE AT2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
746<\/td>\nTABLE AT2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
747<\/td>\nTABLE AT2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
748<\/td>\nTABLE AT2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING <\/td>\n<\/tr>\n
749<\/td>\nTABLE AT2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING <\/td>\n<\/tr>\n
751<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Oregon Residential Specialty Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
OR<\/b><\/a><\/td>\n2011<\/td>\n760<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":139814,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2730],"product_tag":[],"class_list":{"0":"post-139813","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-or","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\/139813","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\/139814"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=139813"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=139813"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=139813"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}