{"id":180305,"date":"2024-10-19T11:15:29","date_gmt":"2024-10-19T11:15:29","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/or-oregonresidentialspecialtycode-2017\/"},"modified":"2024-10-25T03:32:56","modified_gmt":"2024-10-25T03:32:56","slug":"or-oregonresidentialspecialtycode-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/or\/or-oregonresidentialspecialtycode-2017\/","title":{"rendered":"OR OregonResidentialSpecialtyCode 2017"},"content":{"rendered":"

This is a fully integrated code based on the 2015 International Residential Code. This code does not contain Electrical or Plumbing provisions. Effective date October 1, 2017<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2017 OREGON RESIDENTIAL SPECIALTY CODE <\/td>\n<\/tr>\n
2<\/td>\n2017 OREGON RESIDENTIAL SPECIALTY CODE BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE\u00ae TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nLEGISLATION <\/td>\n<\/tr>\n
8<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
14<\/td>\nPART I – ADMINISTRATIVE
CHAPTER 1 SCOPE AND ADMINISTRATION
SECTION R101 GENERAL <\/td>\n<\/tr>\n
15<\/td>\nSECTION R102 APPLICABILITY <\/td>\n<\/tr>\n
16<\/td>\nSECTION R103 DEPARTMENT OF BUILDING SAFETY
SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL <\/td>\n<\/tr>\n
18<\/td>\nSECTION R105 PERMITS <\/td>\n<\/tr>\n
21<\/td>\nSECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
22<\/td>\nSECTION R107 TEMPORARY STRUCTURES AND USES <\/td>\n<\/tr>\n
23<\/td>\nSECTION R108 FEES <\/td>\n<\/tr>\n
24<\/td>\nSECTION R109 INSPECTIONS <\/td>\n<\/tr>\n
25<\/td>\nSECTION R110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
26<\/td>\nSECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS <\/td>\n<\/tr>\n
27<\/td>\nSECTION R113 VIOLATIONS
SECTION R114 STOP WORK ORDER
SECTION R115 PREFABRICATED CONSTRUCTION
SECTION R116 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION R117 INSPECTION CARD <\/td>\n<\/tr>\n
28<\/td>\nSECTION R118 MOVED BUILDINGS
SECTION R119 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
30<\/td>\nPART II – DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
44<\/td>\nPART III – BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
45<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
46<\/td>\nTABLE R301.2(2) DESIGN WIND LOADS (pounds per square foot) <\/td>\n<\/tr>\n
47<\/td>\nFIGURE R301.2(2) OREGON SEISMIC DESIGN CATEGORIES-SITE CLASS D <\/td>\n<\/tr>\n
48<\/td>\nFIGURE R301.2(4) a, b OREGON DESIGN WIND SPEEDS <\/td>\n<\/tr>\n
49<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
TABLE R301.2.1.2 WIND SPEED CONVERSIONSa <\/td>\n<\/tr>\n
52<\/td>\nTABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) <\/td>\n<\/tr>\n
53<\/td>\nTABLE R301.5\u2014continued 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
TABLE R301.7\u2014continued ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
SECTION R302 FIRE-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
54<\/td>\nTABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n
55<\/td>\nFIGURE R302.2(a) TWO 1-HOUR FIREWALLS PERPENDICULAR TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
56<\/td>\nFIGURE R302.2(b) TWO 1-HOUR FIREWALLS PARALLEL TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
57<\/td>\nFIGURE R302.2(c) \u201cMODIFIED\u201d 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
58<\/td>\nFIGURE R302.2(d) \u201cMODIFIED\u201d 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
59<\/td>\nFIGURE R302.2.1 STRINGER PENETRATIONS OF FIREWALL AT COMMON PROPERTY LINE <\/td>\n<\/tr>\n
60<\/td>\nFIGURE R302.2.1.2 DECK CONSTRUCTION WITHIN THREE FEET OF COMMON PROPERTY LINE <\/td>\n<\/tr>\n
62<\/td>\nFIGURE R302.2.1.3 COVERED PORCH AT COMMON PROPERTY LINE <\/td>\n<\/tr>\n
63<\/td>\nFIGURE R302.2.1.4 EXTERIOR STAIRWAY <\/td>\n<\/tr>\n
65<\/td>\nFIGURE R302.2.3.1 FIRE-RESISTANCE-RATED ROOF\/CEILING CONSTRUCTION-\u201cMUSHROOM\u201d ATTIC ENCLOSURE FRAMING PARALLEL TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
66<\/td>\nFIGURE R302.2.3.3(a) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES <\/td>\n<\/tr>\n
67<\/td>\nFIGURE R302.2.3.3(b) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES <\/td>\n<\/tr>\n
68<\/td>\nFIGURE R302.2.3.3(c) RATED CRICKET GREATER THAN 30 INCHES <\/td>\n<\/tr>\n
69<\/td>\nTABLE R302.2.3.4 STRUCTURAL PROJECTIONS WITHIN 3 FEET OF ANY PROPERTY LINE <\/td>\n<\/tr>\n
70<\/td>\nFIGURE R302.2.4 STRUCTURAL DESIGN APPROACH <\/td>\n<\/tr>\n
72<\/td>\nFIGURE R302.2.10 FOUNDATION AND FOOTING CONSTRUCTION <\/td>\n<\/tr>\n
74<\/td>\nFIGURE R302.4.2.1 MEMBRANE PENETRATIONS FOR MODIFIED 2-HOUR WALLS <\/td>\n<\/tr>\n
75<\/td>\nTABLE R302.6a DWELLING-GARAGE SEPARATION <\/td>\n<\/tr>\n
77<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
78<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT <\/td>\n<\/tr>\n
79<\/td>\nSECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
80<\/td>\nFIGURE R307.1 MINIMUM FIXTURE CLEARANCES (See the Plumbing Code for shower clearances) <\/td>\n<\/tr>\n
81<\/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
FIGURE R308.4.2 GLAZING ADJACENT TO DOOR <\/td>\n<\/tr>\n
82<\/td>\nFIGURE R308.4.7 PROHIBITED GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS <\/td>\n<\/tr>\n
83<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
85<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
88<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION
SECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
89<\/td>\nSECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
90<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS
SECTION R316 PLASTIC <\/td>\n<\/tr>\n
93<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
95<\/td>\nSECTION R318 MOISTURE CONTROL
SECTION R319 SITE ADDRESS
SECTION R320 ACCESSIBILITY
SECTION R321 ELEVATORS AND PLATFORM LIFTS
SECTION R322 FLOOD-RESISTANT CONSTRUCTION <\/td>\n<\/tr>\n
98<\/td>\nSECTION R323 STORM SHELTERS
SECTION 324 SOLAR ENERGY SYSTEMS
SECTION R325 MEZZANINES <\/td>\n<\/tr>\n
99<\/td>\nSECTION R326 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION R327 WILDFIRE HAZARD MITIGATION
SECTION R328 DETACHED GROUP R ACCESSORY STRUCTURES (GROUP U) <\/td>\n<\/tr>\n
100<\/td>\nTABLE R328.4 ALLOWABLE AREA INCREASE DETACHED GROUP R ACCESSORY BUILDINGS <\/td>\n<\/tr>\n
102<\/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
103<\/td>\nTABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
SECTION R403 FOOTINGS <\/td>\n<\/tr>\n
104<\/td>\nTABLE R403.1 MINIMUM WIDTH OF CONCRETE, PRECAST OR MASONRY FOOTINGS (inches)a <\/td>\n<\/tr>\n
105<\/td>\nFIGURE R403.1(1) PLAIN CONCRETE FOOTINGS WITH MASONRY AND CONCRETE STEM WALLS IN SDC A, B AND C <\/td>\n<\/tr>\n
106<\/td>\nFIGURE R403.1(2) PERMANENT WOOD FOUNDATION BASEMENT WALL SECTION <\/td>\n<\/tr>\n
107<\/td>\nFIGURE R403.1(3) PERMANENT WOOD FOUNDATION CRAWL SPACE SECTION <\/td>\n<\/tr>\n
108<\/td>\nFIGURE R403.1.3 REINFORCED CONCRETE FOOTINGS AND MASONRY AND CONCRETE STEM WALLS IN SDC D1 AND D2 <\/td>\n<\/tr>\n
110<\/td>\nFIGURE R403.1.9.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
111<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
112<\/td>\nTABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGSa
FIGURE R403.3(2) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
113<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
TABLE R403.4 MINIMUM DEPTH OF CRUSHED STONE FOOTINGS <\/td>\n<\/tr>\n
114<\/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
115<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
116<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
117<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
118<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
119<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE FOUNDATION WALLS <\/td>\n<\/tr>\n
120<\/td>\nTABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
121<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
122<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
123<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
124<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
125<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
126<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
127<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND\/OR ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
129<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
131<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
132<\/td>\nSECTION R405 FOUNDATION DRAINAGE
TABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
133<\/td>\nSECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
134<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
136<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
137<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
138<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
139<\/td>\nTABLE R502.3.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential sleeping areas, live load = 30 psf, L\/\u0394 = 360)a <\/td>\n<\/tr>\n
140<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
141<\/td>\nTABLE R502.3.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential living areas, live load = 40 psf, L\/\u0394 = 360)b <\/td>\n<\/tr>\n
142<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY (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
143<\/td>\nTABLE R502.5 ALLOWABLE SPAN FOR GIRDERS SUPPORTING ONE FLOOR ONLY <\/td>\n<\/tr>\n
144<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
145<\/td>\nFIGURE R502.9 POST AND BEAM CONNECTIONS <\/td>\n<\/tr>\n
146<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEATHING
TABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT <\/td>\n<\/tr>\n
147<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT
SECTION R504 PRESSURE PRESERVATIVE TREATED
\nWOOD FLOORS (ON GROUND) <\/td>\n<\/tr>\n
148<\/td>\nSECTION R505 COLD-FORMED STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
149<\/td>\nFIGURE R505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
150<\/td>\nTABLE R505.2.3 COLD-FORMED STEEL JOIST SIZES AND THICKNESS
FIGURE R505.2.3(1) C-SHAPED SECTION
FIGURE R505.2.3(2) TRACK SECTION <\/td>\n<\/tr>\n
151<\/td>\nFIGURE R505.2.6.1 FLOOR JOIST WEB HOLES
FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH <\/td>\n<\/tr>\n
152<\/td>\nTABLE R505.3.1(1) FLOOR TO FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS
TABLE R505.3.1(2) FLOOR FASTENING SCHEDULE <\/td>\n<\/tr>\n
153<\/td>\nFIGURE 505.3.1(1) FLOOR TO EXTERIOR LOAD-BEARING WALL STUD CONNECTION
FIGURE R505.3.1(2) FLOOR TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
154<\/td>\nFIGURE R505.3.1(3) FLOOR TO FOUNDATION CONNECTION
FIGURE R505.3.1(4) CANTILEVERED FLOOR TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
155<\/td>\nFIGURE R505.3.1(5) CANTILEVERED FLOOR TO WOOD SILL CONNECTION
FIGURE R505.3.1(6) CANTILEVERED FLOOR TO EXTERIOR LOAD-BEARING WALL CONNECTION <\/td>\n<\/tr>\n
156<\/td>\nFIGURE R505.3.1(7) CONTINUOUS SPAN JOIST SUPPORTED ON INTERIOR LOAD-BEARING WALL
FIGURE R505.3.1(8) LAPPED JOISTS SUPPORTED ON INTERIOR LOAD-BEARING WALL <\/td>\n<\/tr>\n
157<\/td>\nFIGURE R505.3.1(9) BEARING STIFFENERS FOR END JOISTS
TABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE OR CONTINUOUS SPANS <\/td>\n<\/tr>\n
158<\/td>\nFIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
159<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
FIGURE R505.3.4(2) BEARING STIFFENER <\/td>\n<\/tr>\n
160<\/td>\nFIGURE R505.3.7 TRACK SPLICE
SECTION R506 CONCRETE FLOORS (ON GROUND) <\/td>\n<\/tr>\n
161<\/td>\nFIGURE R505.3.8 (1) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20146-FOOT FLOOR OPENING
FIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20148-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
162<\/td>\nFIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPENING
FIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING <\/td>\n<\/tr>\n
163<\/td>\nSECTION R507 EXTERIOR DECKS
TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOIST (Deck live load = 40 psf, deck dead load = 10 psf, snow load \u2264 40 psf)
TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R507.2.1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
FIGURE R507.2.1(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <\/td>\n<\/tr>\n
165<\/td>\nFIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS
FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
166<\/td>\nTABLE R507.4 MAXIMUM JOIST SPACING
TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. – in.) <\/td>\n<\/tr>\n
167<\/td>\nFIGURE R507.5 TYPICAL DECK JOIST SPANS
TABLE R507.6 DECK BEAM SPAN LENGTHS (ft. – in.) <\/td>\n<\/tr>\n
168<\/td>\nFIGURE R507.6 TYPICAL DECK BEAM SPANS
FIGURE R507.7.1 DECK BEAM TO DECK POST
TABLE R507.8 DECK POST HEIGHT <\/td>\n<\/tr>\n
169<\/td>\nFIGURE R507.8.1 TYPICAL DECK POSTS TO DECK FOOTINGS <\/td>\n<\/tr>\n
170<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
171<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE <\/td>\n<\/tr>\n
172<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
173<\/td>\nTABLE 602.3(1) FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
174<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE
TABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS <\/td>\n<\/tr>\n
175<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
176<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1)\u2014continued
TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES
TABLE R602.3(4) ALLOWABLE SPANS FOR PARTICLE BOARD WALL SHEATHING <\/td>\n<\/tr>\n
177<\/td>\nTABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS
FIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
178<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
180<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
181<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS
FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
182<\/td>\nTABLE R602.7(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
183<\/td>\nTABLE R602.7(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
184<\/td>\nTABLE R602.7(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)
TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES (Maximum span for Douglas fir-larch, hem-fir, southern pine and spruce-pine-firb) <\/td>\n<\/tr>\n
185<\/td>\nFIGURE R602.7.1(1) SINGLE MEMBER HEADER IN EXTERIOR BEARING WALL
FIGURE R602.7.1(2) ALTERNATIVE SINGLE MEMBER HEADER WITHOUT CRIPPLE
FIGURE R602.7.2 RIM BOARD HEADER CONSTRUCTION <\/td>\n<\/tr>\n
186<\/td>\nTABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERS
FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
187<\/td>\nTABLE R602.7.5 MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLS
FIGURE R602.10.1.1 BRACED WALL LINES <\/td>\n<\/tr>\n
188<\/td>\nTABLE R602.10.1.3 BRACED WALL LINE SPACING
FIGURE R602.10.1.4 ANGLED WALLS <\/td>\n<\/tr>\n
189<\/td>\nFIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
191<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
192<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
193<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
194<\/td>\nTABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
195<\/td>\nTABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
196<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
197<\/td>\nTABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
198<\/td>\nTABLE R602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
199<\/td>\nTABLE R602.10.4\u2014continued BRACING METHODS <\/td>\n<\/tr>\n
200<\/td>\nTABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
201<\/td>\nFIGURE R602.10.5 BRACED WALL PANELS WITH CONTINUOUS SHEATHING
TABLE R602.10.5.2 PARTIAL CREDIT FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH <\/td>\n<\/tr>\n
202<\/td>\nTABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS
FIGURE R602.10.6.1 METHOD ABW\u2014ALTERNATE BRACED WALL PANEL <\/td>\n<\/tr>\n
203<\/td>\nFIGURE R602.10.6.2 METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS
FIGURE R602.10.6.3 METHOD PFG\u2014PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
204<\/td>\nFIGURE R602.10.6.4 METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
205<\/td>\nTABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELS <\/td>\n<\/tr>\n
206<\/td>\nTABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
207<\/td>\nFIGURE R602.10.6.5 METHOD BV-WSP\u2014WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D1 and D2 <\/td>\n<\/tr>\n
208<\/td>\nFIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
209<\/td>\nFIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING
FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
210<\/td>\nFIGURE R602.10.8.2(1) BRACED WALL PANEL CONNECTION TO PERPENDICULAR RAFTERS
FIGURE R602.10.8.2(2) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES
FIGURE R602.10.8.2(3) BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR ROOF TRUSSES <\/td>\n<\/tr>\n
211<\/td>\nFIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
213<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
214<\/td>\nFIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING <\/td>\n<\/tr>\n
215<\/td>\nTABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
216<\/td>\nFIGURE R602.12.5 BRACING UNIT DISTRIBUTION
SECTION R603 COLD-FORMED STEEL WALL FRAMING <\/td>\n<\/tr>\n
217<\/td>\nFIGURE R603.1.2 IN-LINE FRAMING
FIGURE R603.2.3(1) C-SHAPED SECTION
FIGURE R603.2.3(2) TRACK SECTION <\/td>\n<\/tr>\n
218<\/td>\nTABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES
FIGURE R603.2.6.1 WALL STUD WEB HOLES <\/td>\n<\/tr>\n
219<\/td>\nFIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
220<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
221<\/td>\nTABLE R603.3.1.1(1) GABLE ENDWALL TO FLOOR CONNECTION REQUIREMENTS
TABLE R603.3.1.1(2) GABLE ENDWALL BOTTOM TRACK TO FOUNDATION CONNECTION REQUIREMENTS
FIGURE R603.3.1(1) WALL TO FLOOR CONNECTION <\/td>\n<\/tr>\n
222<\/td>\nFIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION
FIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION <\/td>\n<\/tr>\n
223<\/td>\nFIGURE R603.3.1(4) WIND UPLIFT CONNECTOR
TABLE R603.3.2(1) WALL FASTENING SCHEDULEa <\/td>\n<\/tr>\n
224<\/td>\nTABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
225<\/td>\nTABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
226<\/td>\nTABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
227<\/td>\nTABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
228<\/td>\nTABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
229<\/td>\nTABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
230<\/td>\nTABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
231<\/td>\nTABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
232<\/td>\nTABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
233<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
234<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
235<\/td>\nTABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
236<\/td>\nTABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
237<\/td>\nTABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
238<\/td>\nTABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
239<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
240<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
241<\/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
242<\/td>\nFIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
243<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE R603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
244<\/td>\nTABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d <\/td>\n<\/tr>\n
245<\/td>\nTABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Roof and Ceiling Onlya, b, d <\/td>\n<\/tr>\n
246<\/td>\nTABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
247<\/td>\nTABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting One Floor, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
248<\/td>\nTABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
249<\/td>\nTABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS Headers Supporting Two Floors, Roof and Ceilinga, b, d <\/td>\n<\/tr>\n
250<\/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
251<\/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
252<\/td>\nTABLE R603.8 HEAD AND SILL TRACK SPAN
FIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
253<\/td>\nTABLE R603.9.2(1) MINIMUM PERCENTAGE OF FULL-HEIGHT STRUCTURAL SHEATHING ON EXTERIOR WALLS
TABLE R603.9.2(2) FULL-HEIGHT SHEATHING LENGTH ADJUSTMENT FACTORS
FIGURE R603.9.4.2 CORNER STUD HOLD-DOWN DETAIL <\/td>\n<\/tr>\n
254<\/td>\nTABLE R603.9.5(1) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
255<\/td>\nTABLE R603.9.5(2) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 6-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
256<\/td>\nTABLE R603.9.5(3) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 33-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING <\/td>\n<\/tr>\n
257<\/td>\nTABLE R603.9.5(4) REQUIRED LENGTH OF FULL-HEIGHT SHEATHING AND ASSOCIATED OVERTURNING ANCHORAGE FOR WALLS SUPPORTING WALLS WITH STONE OR MASONRY VENEER AND USING 43-MIL COLD-FORMED STEEL FRAMING AND 4-INCH SCREW SPACING ON THE PERIMETER OF EACH PANEL OF STRUCTURAL SHEATHING
SECTION R604 WOOD STRUCTURAL PANELS
SECTION R605 PARTICLEBOARD
SECTION R606 GENERAL MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
258<\/td>\nTABLE R606.2.7 MORTAR PROPORTIONS <\/td>\n<\/tr>\n
259<\/td>\nTABLE R606.3.4.1 MINIMUM CORROSION PROTECTION
TABLE R606.2.11 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
260<\/td>\nTABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
261<\/td>\nTABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
263<\/td>\nTABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
264<\/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
265<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
266<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D1 OR D2 <\/td>\n<\/tr>\n
267<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
268<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS ASSIGNED TO SEISMIC DESIGN CATEGORY 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
269<\/td>\nSECTION R607 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
270<\/td>\nFIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
271<\/td>\nSECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
272<\/td>\nTABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLS
FIGURE R608.3(1) FLAT WALL SYSTEM <\/td>\n<\/tr>\n
273<\/td>\nFIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
275<\/td>\nTABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R608.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
276<\/td>\nFIGURE R608.5.4(2) DEVELOPMENT LENGTH AND COVER FOR HOOKS AND BAR EXTENSION
FIGURE R608.5.4(3) STANDARD HOOKS <\/td>\n<\/tr>\n
277<\/td>\nTABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND\/OR ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
279<\/td>\nFIGURE R608.6(1) ABOVE-GRADE CONCRETE WALL CONSTRUCTION ONE STORY
FIGURE R608.6(2) ABOVE-GRADE CONCRETE WALL CONSTRUCTION CONCRETE FIRST STORY AND LIGHT-FRAMED SECOND STORY
FIGURE R608.6(3) ABOVE-GRADE CONCRETE WALL CONSTRUCTION TWO-STORY
FIGURE R608.6(4) ABOVE-GRADE CONCRETE WALL SUPPORTED ON MONOLITHIC SLAB-ON-GROUND FOOTING <\/td>\n<\/tr>\n
280<\/td>\nTABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
281<\/td>\nTABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
282<\/td>\nTABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
283<\/td>\nTABLE R608.6(4) MINIMUM VERTICAL REINFORCEMENT FOR FLAT, WAFFLE- AND SCREEN-GRID ABOVE-GRADE WALLS DESIGNED CONTINUOUS WITH FOUNDATION STEM WALLS <\/td>\n<\/tr>\n
284<\/td>\nEQUATION R6-1
EQUATION R6-2 <\/td>\n<\/tr>\n
285<\/td>\nTABLE R608.7(1A) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY <\/td>\n<\/tr>\n
286<\/td>\nTABLE R608.7(1A) \u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE ONE STORY OR TOP STORY OF TWO STORY <\/td>\n<\/tr>\n
287<\/td>\nTABLE R608.7(1B) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR ENDWALL FOR WIND PERPENDICULAR TO RIDGE FIRST STORY OF TWO STORY <\/td>\n<\/tr>\n
288<\/td>\nTABLE R608.7(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
289<\/td>\nTABLE R608.7(1C) UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
290<\/td>\nTABLE R608.7(1C)\u2014continued UNREDUCED LENGTH, UR, OF SOLID WALL REQUIRED IN EACH EXTERIOR SIDEWALL FOR WIND PARALLEL TO RIDGE <\/td>\n<\/tr>\n
291<\/td>\nTABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEET
TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
292<\/td>\nTABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
293<\/td>\nFIGURE R608.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
295<\/td>\nFIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
296<\/td>\nFIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
297<\/td>\nFIGURE R608.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
298<\/td>\nFIGURE R608.8(2) LINTEL FOR FLAT WALLS
FIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
299<\/td>\nFIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
300<\/td>\nTABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
301<\/td>\nTABLE R608.8(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
302<\/td>\nTABLE R608.8(2)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 4-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
303<\/td>\nTABLE R608.8(3) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
304<\/td>\nTABLE R608.8(3)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
305<\/td>\nTABLE R608.8(4) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
306<\/td>\nTABLE R608.8(4)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
307<\/td>\nTABLE R608.8(5) MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
308<\/td>\nTABLE R608.8(5)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 10-INCH-NOMINAL THICK FLAT LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, m ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
309<\/td>\nTABLE R608.8(6) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
310<\/td>\nTABLE R608.8(6)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR SPAN 32 FEET <\/td>\n<\/tr>\n
311<\/td>\nTABLE R608.8(7) MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
312<\/td>\nTABLE R608.8(7)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR 8-INCH-THICK WAFFLE-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, o MAXIMUM ROOF CLEAR SPAN 40 FEET AND MAXIMUM FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
313<\/td>\nTABLE R608.8(8) MAXIMUM ALLOWABLE CLEAR SPANS FOR 6-INCH-THICK SCREEN-GRID LINTELS IN LOAD-BEARING WALLSa, b, c, d, e, f, p ROOF CLEAR SPAN 40 FEET AND FLOOR CLEAR SPAN 32 FEET <\/td>\n<\/tr>\n
314<\/td>\nTABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h <\/td>\n<\/tr>\n
315<\/td>\nTABLE R608.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSa, b, c, d, e, g, h
TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLSc, d, e, f, g <\/td>\n<\/tr>\n
317<\/td>\nFIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
318<\/td>\nTABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b <\/td>\n<\/tr>\n
319<\/td>\nFIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
320<\/td>\nTABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b <\/td>\n<\/tr>\n
321<\/td>\nFIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR <\/td>\n<\/tr>\n
322<\/td>\nTABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
323<\/td>\nFIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
324<\/td>\nTABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
325<\/td>\nFIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
326<\/td>\nTABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c <\/td>\n<\/tr>\n
327<\/td>\nFIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
328<\/td>\nTABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLELa, b, c <\/td>\n<\/tr>\n
329<\/td>\nFIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
330<\/td>\nTABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
331<\/td>\nFIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
332<\/td>\nTABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
333<\/td>\nFIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
334<\/td>\nTABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
335<\/td>\nFIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
336<\/td>\nTABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
337<\/td>\nFIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
338<\/td>\nTABLE R608.9(11) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULARa, b, c, d, e <\/td>\n<\/tr>\n
339<\/td>\nFIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
340<\/td>\nTABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLELa, b, c, d, e <\/td>\n<\/tr>\n
341<\/td>\nSECTION R609 EXTERIOR WINDOWS AND DOORS
FIGURE R609.7.2(1) THROUGH THE FRAME
FIGURE R609.7.2(2) FRAME CLIP <\/td>\n<\/tr>\n
342<\/td>\nFIGURE R609.7.2(3) THROUGH THE FRAME
FIGURE R609.7.2(4) FRAME CLIP
FIGURE R609.7.2(5) THROUGH THE FLANGE
FIGURE R609.7.2(6) THROUGH THE FLANGE
FIGURE R609.7.2(7) FRAME CLIP <\/td>\n<\/tr>\n
343<\/td>\nFIGURE R609.7.2(8) THROUGH THE FLANGE
SECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
TABLE R610.3.1 MINIMUM PROPERTIES FOR POLYURETHANE INSULATION USED AS SIPS CORE <\/td>\n<\/tr>\n
344<\/td>\nFIGURE R610.4 SIP WALL PANEL
TABLE R610.3.2 MINIMUM PROPERTIESa FOR ORIENTED STRAND BOARD FACER MATERIAL IN SIP WALLS <\/td>\n<\/tr>\n
345<\/td>\nTABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches)a <\/td>\n<\/tr>\n
346<\/td>\nTABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches)a <\/td>\n<\/tr>\n
347<\/td>\nFIGURE R610.5(1) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS
FIGURE R610.5(2) MAXIMUM ALLOWABLE HEIGHT OF SIP WALLS <\/td>\n<\/tr>\n
348<\/td>\nFIGURE R610.5(3) TRUSSED ROOF TO TOP PLATE CONNECTION
FIGURE R610.5(4) SIP WALL-TO-WALL PLATFORM FRAME CONNECTION <\/td>\n<\/tr>\n
349<\/td>\nFIGURE R610.5(5) SIP WALL-TO-WALL BALLOON FRAME CONNECTION (I-Joist floor shown for Illustration only)
FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
350<\/td>\nFIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT <\/td>\n<\/tr>\n
351<\/td>\nFIGURE R610.8 TYPICAL SIP CONNECTION DETAILS FOR VERTICAL IN-PLANE JOINTS <\/td>\n<\/tr>\n
352<\/td>\nFIGURE R610.9 SIP CORNER FRAMING DETAIL
TABLE R610.10 MAXIMUM SPANS FOR 11 7\/8-INCH-DEEP SIP HEADERS (feet)a <\/td>\n<\/tr>\n
354<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
355<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
356<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
357<\/td>\nTABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
TABLE R702.4.2 BACKER BOARD MATERIALS <\/td>\n<\/tr>\n
358<\/td>\nSECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
359<\/td>\nTABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION
TABLE R703.3.1 LIMITS FOR ATTACHMENT PER TABLE R703.3(1) <\/td>\n<\/tr>\n
360<\/td>\nTABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY
FIGURE R703.4(1) KICKOUT FLASHING <\/td>\n<\/tr>\n
361<\/td>\nTABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
362<\/td>\nTABLE R703.3(1)\u2014continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
363<\/td>\nTABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS (Dimensions are in inches) <\/td>\n<\/tr>\n
364<\/td>\nFIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILS <\/td>\n<\/tr>\n
365<\/td>\nFIGURE R703.8\u2014continued TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
366<\/td>\nTABLE R703.8(1) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, WOOD OR STEEL FRAMING, SEISMIC DESIGN CATEGORIES A, B AND C
TABLE R703.8(2) STONE OR MASONRY VENEER LIMITATIONS AND REQUIREMENTS, ONE- AND TWO-FAMILY DETACHED DWELLINGS, SEISMIC DESIGN CATEGORIES D1 AND D2 <\/td>\n<\/tr>\n
367<\/td>\nFIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES <\/td>\n<\/tr>\n
368<\/td>\nFIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS
TABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER <\/td>\n<\/tr>\n
369<\/td>\nTABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
FIGURE R703.8.3.2 MASONRY VENEER OPENING
TABLE R703.8.4 TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
373<\/td>\nTABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
TABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
374<\/td>\nTABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
TABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
376<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
378<\/td>\nTABLE R802.4(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
379<\/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
380<\/td>\nTABLE R802.4(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics with limited storage, live load = 20 psf, L\/\u0394 = 240) <\/td>\n<\/tr>\n
381<\/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
382<\/td>\nTABLE R802.5.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
383<\/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
384<\/td>\nTABLE R802.5.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
385<\/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
386<\/td>\nTABLE R802.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
387<\/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
388<\/td>\nTABLE R802.5.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
389<\/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
390<\/td>\nTABLE R802.5.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 30 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
391<\/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
392<\/td>\nTABLE R802.5.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load = 50 psf, ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
393<\/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
394<\/td>\nTABLE R802.5.1(7) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling not attached to rafters, L\/\u0394 = 180) <\/td>\n<\/tr>\n
395<\/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
396<\/td>\nTABLE R802.5.1(8) RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD (Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
397<\/td>\nTABLE R802.5.1(8)\u2014continued RAFTER SPANS FOR 70 PSF GROUND SNOW LOAD(Ceiling attached to rafters, L\/\u0394 = 240) <\/td>\n<\/tr>\n
398<\/td>\nTABLE R802.5.1(9) RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
399<\/td>\nFIGURE R802.5.1 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
400<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH
FIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
402<\/td>\nTABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
403<\/td>\nTABLE R802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
404<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING
SECTION R804 COLD-FORMED STEEL ROOF FRAMING <\/td>\n<\/tr>\n
405<\/td>\nFIGURE R804.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
406<\/td>\nTABLE R804.2.3 LOAD-BEARING COLD-FORMED STEEL ROOF FRAMING MEMBER SIZES AND THICKNESSES
FIGURE R804.2.3(1) C-SHAPED SECTION
FIGURE R804.2.3(2) TRACK SECTION <\/td>\n<\/tr>\n
407<\/td>\nFIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES
FIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH <\/td>\n<\/tr>\n
408<\/td>\nFIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION
TABLE R804.3 ROOF FRAMING FASTENING SCHEDULE <\/td>\n<\/tr>\n
409<\/td>\nTABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE)a, b, c <\/td>\n<\/tr>\n
410<\/td>\nTABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)a, b, c <\/td>\n<\/tr>\n
411<\/td>\nTABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTION
FIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION <\/td>\n<\/tr>\n
412<\/td>\nFIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL <\/td>\n<\/tr>\n
413<\/td>\nFIGURE R804.3.1.3(2) CEILING JOIST TOP FLANGE BRACING WITH CONTINUOUS STEEL STRAP AND BLOCKING
FIGURE R804.3.1.4 SPLICED CEILING JOISTS <\/td>\n<\/tr>\n
414<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANS <\/td>\n<\/tr>\n
415<\/td>\nTABLE R804.3.2.1(2) ULTIMATE DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION
FIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
416<\/td>\nFIGURE R804.3.2.4 RIDGE MEMBER CONNECTION
TABLE R804.3.2.4 SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR ROOF RAFTER TO RIDGE MEMBER CONNECTIONa <\/td>\n<\/tr>\n
417<\/td>\nFIGURE R804.3.5(1) ROOF OR CEILING OPENING
FIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION <\/td>\n<\/tr>\n
418<\/td>\nTABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET <\/td>\n<\/tr>\n
419<\/td>\nFIGURE R804.3.7.1(1) CEILING DIAPHRAGM TO GABLE ENDWALL DETAIL
FIGURE R804.3.7.1(2) CEILING DIAPHRAGM TO SIDEWALL DETAIL <\/td>\n<\/tr>\n
420<\/td>\nFIGURE R804.3.7.2 ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
421<\/td>\nSECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
422<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 FIRE CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS <\/td>\n<\/tr>\n
423<\/td>\nSECTION R905 REQUIREMENTS FOR ROOF COVERINGS
TABLE R905.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
424<\/td>\nTABLE R905.1.1(2) UNDERLAYMENT APPLICATION <\/td>\n<\/tr>\n
425<\/td>\nTABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
426<\/td>\nTABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES <\/td>\n<\/tr>\n
427<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
428<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
429<\/td>\nTABLE R905.6.5 SLATE SHINGLE HEADLAP
TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE R905.7.5(1) WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
430<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
431<\/td>\nTABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
432<\/td>\nTABLE R905.10.3(1) METAL ROOF COVERING STANDARDS
TABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
433<\/td>\nTABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS
SECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 REROOFING <\/td>\n<\/tr>\n
436<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
437<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
438<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
439<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES <\/td>\n<\/tr>\n
440<\/td>\nSECTION R1002 MASONRY HEATERS
SECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
442<\/td>\nTABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZES
TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
443<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
444<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
TABLE R1003.20 CRICKET DIMENSIONS
FIGURE R1003.20 CHIMNEY CRICKET <\/td>\n<\/tr>\n
445<\/td>\nSECTION R1004 FACTORY-BUILT FIREPLACES
SECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
446<\/td>\nCHAPTER 11 ENERGY EFFICIENCY
PART I ENERGY CONSERVATION
SECTION N1101 SCOPE
TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS <\/td>\n<\/tr>\n
447<\/td>\nTABLE N1101.1(1) PRESCRIPTIVE ENVELOPE REQUIREMENTSa <\/td>\n<\/tr>\n
448<\/td>\nTABLE N1101.1(2) ADDITIONAL MEASURES <\/td>\n<\/tr>\n
449<\/td>\nTABLE N1101.3 SMALL ADDITION ADDITIONAL MEASURES
SECTION N1102 DEFINITIONS <\/td>\n<\/tr>\n
450<\/td>\nSECTION N1103 ALTERNATIVE SYSTEMS <\/td>\n<\/tr>\n
451<\/td>\nSECTION N1104 EXTERIOR ENVELOPE REQUIREMENTS <\/td>\n<\/tr>\n
452<\/td>\nTABLE N1104.1(1) RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS <\/td>\n<\/tr>\n
453<\/td>\nTABLE N1104.1(2) APPROVED DEFAULT U-FACTORS <\/td>\n<\/tr>\n
455<\/td>\nSECTION N1105 HEATING, VENTILATING AND AIR-CONDITIONING SYSTEMS <\/td>\n<\/tr>\n
456<\/td>\nSECTION N1106 PIPING INSULATION
SECTION N1107 LIGHTING
SECTION N1108 PLUMBING FIXTURE EFFICIENCY
PART II ALTERNATIVE SYSTEMS ANALYSIS
SECTION NA1109 ALTERNATIVE SYSTEMS ANALYSIS <\/td>\n<\/tr>\n
457<\/td>\nTABLE NA1109.2 BASIS FOR COMPARISON
TABLE NA1109.2.2 THERMOSTAT SETTINGS (\u00b0F) <\/td>\n<\/tr>\n
458<\/td>\nPART III FENESTRATION STANDARD
SECTION NF1110 SCOPE
SECTION NF1111 ALTERATIONS
SECTION NF1112 DEFINITIONS
SECTION NF1113 INSULATED GLASS CERTIFICATION <\/td>\n<\/tr>\n
459<\/td>\nSECTION NF1114 WINDOW THERMAL PERFORMANCE DESIGNATION FOR NEW BUILDINGS AND ADDITIONS
SECTION NF1115 THERMAL PERFORMANCE LABELING <\/td>\n<\/tr>\n
460<\/td>\nTABLE NF1114.3(1) APPROVED WINDOW DEFAULT U-VALUES <\/td>\n<\/tr>\n
461<\/td>\nTABLE NF1114.3(1)\u2014continued APPROVED WINDOW DEFAULT U-VALUES
TABLE NF1114.3(2) APPROVED GLAZED DOOR DEFAULT U-VALUES <\/td>\n<\/tr>\n
462<\/td>\nSECTION NF1116 AIR LEAKAGE REQUIREMENTS <\/td>\n<\/tr>\n
464<\/td>\nPART V MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
466<\/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
468<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION
SECTION M1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
469<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
470<\/td>\nFIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
471<\/td>\nFIGURE M1307.3.1 TYPICAL MOTOR VEHICLE IMPACT PROTECTION <\/td>\n<\/tr>\n
472<\/td>\nSECTION M1308 MECHANICAL SYSTEMS INSTALLATION <\/td>\n<\/tr>\n
473<\/td>\nSECTION M1309 PIPING SUPPORT
TABLE M1309.4 PIPING SUPPORTS <\/td>\n<\/tr>\n
474<\/td>\nCHAPTER 14 HEATING AND COOLING EQUIPMENT AND APPLIANCES
SECTION M1401 GENERAL
SECTION M1402 CENTRAL FURNACES
SECTION M1403 HEAT PUMP EQUIPMENT
SECTION M1404 REFRIGERATION COOLING EQUIPMENT
SECTION M1405 BASEBOARD CONVECTORS
SECTION M1406 RADIANT HEATING SYSTEMS <\/td>\n<\/tr>\n
475<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES
SECTION M1409 VENTED WALL FURNACES <\/td>\n<\/tr>\n
476<\/td>\nSECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
477<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT
SECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION M1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS <\/td>\n<\/tr>\n
478<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST
TABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH <\/td>\n<\/tr>\n
479<\/td>\nSECTION M1503 RANGE HOODS
SECTION M1504 INSTALLATION OF MICROWAVE OVENS <\/td>\n<\/tr>\n
480<\/td>\nSECTION M1505 OVERHEAD EXHAUST HOODS
SECTION M1506 EXHAUST DUCTS AND EXHAUST OPENINGS
TABLE M1506.2 PRESCRIPTIVE EXHAUST DUCT SIZING
SECTION M1507 MECHANICAL VENTILATION <\/td>\n<\/tr>\n
481<\/td>\nTABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
TABLE M1507.3.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa, b
TABLE M1507.4 EXHAUST RATES FOR RESIDENTIAL DWELLINGS <\/td>\n<\/tr>\n
482<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION <\/td>\n<\/tr>\n
483<\/td>\nTABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITS <\/td>\n<\/tr>\n
484<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
485<\/td>\nSECTION M1603 SUPPLY AIR
SECTION M1604 SMOKE AND FIRE DAMPER <\/td>\n<\/tr>\n
486<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL <\/td>\n<\/tr>\n
488<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL <\/td>\n<\/tr>\n
489<\/td>\nSECTION M1802 VENT COMPONENTS
SECTION 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
490<\/td>\nSECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART <\/td>\n<\/tr>\n
491<\/td>\nSECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
492<\/td>\nCHAPTER 19 SPECIAL APPLIANCES, EQUIPMENT AND SYSTEMS
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
493<\/td>\nSECTION M1905 STATIONARY FUEL CELL POWER PLANTS
SECTION M1906 GASEOUS HYDROGEN SYSTEMS <\/td>\n<\/tr>\n
494<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS <\/td>\n<\/tr>\n
495<\/td>\nTABLE M2003.2 EXPANSION TANK MINIMUM CAPACITYa FOR FORCED HOT-WATER SYSTEMS
SECTION M2004 WATER HEATERS USED FOR SPACE HEATING
SECTION M2005 WATER HEATERS
SECTION M2006 POOL HEATERS <\/td>\n<\/tr>\n
496<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n
497<\/td>\nTABLE M2101.1 HYDRONIC PIPING MATERIALS <\/td>\n<\/tr>\n
498<\/td>\nSECTION M2104 LOW TEMPERATURE PIPING
SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
499<\/td>\nTABLE M2105.4 GROUND-SOURCE LOOP PIPE
TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS <\/td>\n<\/tr>\n
502<\/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
503<\/td>\nSECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
504<\/td>\nCHAPTER 23 SOLAR ENERGY SYSTEMS
SECTION M2301 THERMAL SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
505<\/td>\nSECTION M2302 PHOTOVOLTAIC SYSTEMS <\/td>\n<\/tr>\n
506<\/td>\nPART VI FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 (101) GENERAL
SECTION G2402 AUTHORITY TO RENDER GAS SERVICE
SECTION G2403 GENERAL
SECTION G2404 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
512<\/td>\nSECTION G2405 GENERAL
SECTION G2406 STRUCTURAL SAFETY <\/td>\n<\/tr>\n
513<\/td>\nSECTION G2407 APPLIANCE LOCATION
SECTION G2408 COMBUSTION, VENTILATION AND DILUTION AIR <\/td>\n<\/tr>\n
514<\/td>\nEQUATION 24-1
EQUATION 24-2
FIGURE G2408.5.3 ALL AIR FROM INSIDE THE BUILDING (see Section G2408.5.3)
FIGURE G2408.6.1(1) ALL AIR FROM OUTDOORS\u2014INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC (see Section G2408.6.1) <\/td>\n<\/tr>\n
515<\/td>\nFIGURE G2408.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC (see Section G2408.6.1)
FIGURE G2408.6.1(3) ALL AIR FROM OUTDOORS (see Section G2408.6.1)
FIGURE G2408.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS (see Section G2408.6.2) <\/td>\n<\/tr>\n
516<\/td>\nSECTION G2409 INSTALLATION <\/td>\n<\/tr>\n
517<\/td>\nSECTION G2410 CLEARANCE REDUCTION
FIGURE G2410.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS <\/td>\n<\/tr>\n
518<\/td>\nFIGURE G2410.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
FIGURE G2410.2(3) MASONRY CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
519<\/td>\nTABLE G2410.2a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
520<\/td>\nSECTION G2411 ELECTRICAL
SECTION G2412 ELECTRICAL BONDING
SECTION G2413 GENERAL
SECTION G2414 PIPE SIZING <\/td>\n<\/tr>\n
521<\/td>\nEQUATION 24-3
EQUATION 24-4
TABLE G2414.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
SECTION G2415 PIPING MATERIALS <\/td>\n<\/tr>\n
522<\/td>\nTABLE G2415.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
523<\/td>\nSECTION G2416 PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
524<\/td>\nTABLE G2414.4(1) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
525<\/td>\nTABLE G2414.4(2) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
526<\/td>\nTABLE G2414.4(3) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
527<\/td>\nTABLE G2414.4(4) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
528<\/td>\nTABLE G2414.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
529<\/td>\nTABLE G2414.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
530<\/td>\nTABLE G2414.4(7) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
531<\/td>\nTABLE G2414.4(8) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
532<\/td>\nTABLE G2414.4(9) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
533<\/td>\nTABLE G2414.4(10) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
534<\/td>\nTABLE G2414.4(11) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
535<\/td>\nTABLE G2414.4(12) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
536<\/td>\nTABLE G2414.4(13) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
537<\/td>\nTABLE G2414.4(14) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
538<\/td>\nTABLE G2414.4(15) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
539<\/td>\nTABLE G2414.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
540<\/td>\nTABLE G2414.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
541<\/td>\nTABLE G2414.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
542<\/td>\nTABLE G2414.4(19) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
543<\/td>\nTABLE G2414.4(20) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
544<\/td>\nTABLE G2414.4(21) POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
546<\/td>\nSECTION G2417 PIPING BENDS AND CHANGES IN DIRECTION <\/td>\n<\/tr>\n
547<\/td>\nSECTION G2418 INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
548<\/td>\nSECTION G2419 PIPING SUPPORT
SECTION G2420 DRIPS AND SLOPED PIPING
FIGURE G2420.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP
SECTION G2421 SHUTOFF VALVES <\/td>\n<\/tr>\n
549<\/td>\nTABLE G2421.1.1 MANUAL GAS VALVE STANDARDS
SECTION G2422 FLOW CONTROLS <\/td>\n<\/tr>\n
550<\/td>\nSECTION G2423 APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
551<\/td>\nSECTION G2424 COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
SECTION G2425 PIPING SUPPORT INTERVALS
TABLE G2425.1 SUPPORT OF PIPING
SECTION G2426 GENERAL <\/td>\n<\/tr>\n
552<\/td>\nSECTION G2427 VENTS <\/td>\n<\/tr>\n
553<\/td>\nSECTION G2428 VENTING OF APPLIANCES <\/td>\n<\/tr>\n
554<\/td>\nTABLE G2428.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
555<\/td>\nFIGURE G2428.5.3 TYPICAL TERMINATION LOCATIONS FOR CHIMNEYS AND SINGLE-WALL METAL PIPES SERVING RESIDENTIAL-TYPE AND LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
556<\/td>\nFIGURE G2428.6.3 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE AT LEAST 8 FEET FROM A VERTICAL WALL <\/td>\n<\/tr>\n
559<\/td>\nTABLE G2428.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
560<\/td>\nTABLE G2428.10.5a CLEARANCES FOR CONNECTORS <\/td>\n<\/tr>\n
562<\/td>\nSECTION G2429 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
564<\/td>\nTABLE G2429.3.2 MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
566<\/td>\nTABLE G2429.2(1) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
567<\/td>\nTABLE G2429.2(1)\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
568<\/td>\nTABLE G2429.2(2) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
569<\/td>\nTABLE G2429.2(2)\u2014continuedTYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
570<\/td>\nTABLE G2429.3(1) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
571<\/td>\nTABLE G2429.3(2) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
572<\/td>\nTABLE G2429.3(3) MASONRY CHIMNEY <\/td>\n<\/tr>\n
573<\/td>\nTABLE G2429.3(4) MASONRY CHIMNEY <\/td>\n<\/tr>\n
574<\/td>\nSECTION G2430 DIRECT-VENT, INTEGRAL VENT, MECHANICAL VENT AND VENTILATION\/EXHAUST HOOD VENTING
SECTION G2431 FACTORY-BUILT CHIMNEYS
SECTION G2432 GENERAL
SECTION G2433 DECORATIVE APPLIANCES FOR INSTALLATION IN FIREPLACES
SECTION G2434 LOG LIGHTERS
SECTION G2435 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES)
SECTION G2436 VENTED GAS FIREPLACE HEATERS
SECTION G2437 VENTED WALL FURNACES <\/td>\n<\/tr>\n
575<\/td>\nSECTION G2438 FLOOR FURNACES
SECTION G2439 CLOTHES DRYERS
SECTION G2440 ENGINE AND GAS TURBINE-POWERED EQUIPMENT
SECTION G2441 SAUNA HEATERS
SECTION G2442 POOL AND SPA HEATERS
SECTION G2443 FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
576<\/td>\nSECTION G2444 CONVERSION BURNERS
SECTION G2445 UNIT HEATERS <\/td>\n<\/tr>\n
577<\/td>\nSECTION G2446 UNVENTED ROOM HEATERS
SECTION G2447 VENTED ROOM HEATERS
SECTION G2448 COOKING APPLIANCES <\/td>\n<\/tr>\n
578<\/td>\nSECTION G2449 WATER HEATERS
SECTION G2450 AIR-CONDITIONING APPLIANCES
SECTION G2451 ILLUMINATING APPLIANCES
SECTION G2452 INFRARED RADIANT HEATERS
SECTION G2453 CHIMNEY DAMPER OPENING AREA
SECTION G2454 OUTDOOR DECORATIVE APPLIANCES <\/td>\n<\/tr>\n
579<\/td>\nTABLE G2453.1 (634.1) FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES <\/td>\n<\/tr>\n
580<\/td>\nCHAPTERS 25-33 REFER TO THE OREGON PLUMBING SPECIALTY CODE SEE OAR 918-750-0110 <\/td>\n<\/tr>\n
582<\/td>\nCHAPTERS 34-42 REFER TO THE OREGON ELECTRICAL SPECIALTY CODE SEE OAR 918-305-0100 <\/td>\n<\/tr>\n
584<\/td>\nCHAPTER 43 LOW-RISE APARTMENTS <\/td>\n<\/tr>\n
586<\/td>\nPART IX REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACI
ACCA <\/td>\n<\/tr>\n
587<\/td>\nAISI
ANCE
ANSI <\/td>\n<\/tr>\n
588<\/td>\nAPA
ASCE\/SEI <\/td>\n<\/tr>\n
589<\/td>\nASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
596<\/td>\nAWC
AWPA
AWS
AWWA
CEN <\/td>\n<\/tr>\n
597<\/td>\nCGSB
CPA
CPSC
CSA <\/td>\n<\/tr>\n
598<\/td>\nCSSB
DASMA
DOC
DOTn
FEMA <\/td>\n<\/tr>\n
599<\/td>\nFM
GA
HPVA
ICC
ISO <\/td>\n<\/tr>\n
600<\/td>\nMSS
NAIMA
NFPA
NSF <\/td>\n<\/tr>\n
601<\/td>\nPCA
SBCA
SMACNA
SRCC
TMS <\/td>\n<\/tr>\n
602<\/td>\nTPI
UL <\/td>\n<\/tr>\n
603<\/td>\nULC
WDMA <\/td>\n<\/tr>\n
604<\/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
605<\/td>\nTABLE A.2.2 EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
606<\/td>\nTABLE A.2.2\u2014continued EQUIVALENT LENGTHS OF PIPE FITTINGS AND VALVES <\/td>\n<\/tr>\n
607<\/td>\nTABLE A.2.4 MULTIPLIERS TO BE USED WITH TABLES 402.4(1) THROUGH 402.4(22) WHERE THE SPECIFIC GRAVITY OF THE GAS IS OTHER THAN 0.60
A.3 USE OF CAPACITY TABLES <\/td>\n<\/tr>\n
609<\/td>\nTABLE A.3.4 THOUSANDS OF BTU\/H (MBH) OF NATURAL GAS PER 100 FEET OF PIPE AT VARIOUS PRESSURE DROPS AND PIPE DIAMETERS
A.4 USE OF SIZING EQUATIONS <\/td>\n<\/tr>\n
610<\/td>\nA.5 PIPE AND TUBE DIAMETERS
TABLE A.5.1 SCHEDULE 40 STEEL PIPE STANDARD SIZES
TABLE A.5.2 COPPER TUBE STANDARD SIZES
A.6 EXAMPLES OF PIPING SYSTEM DESIGN AND SIZING <\/td>\n<\/tr>\n
611<\/td>\nFIGURE A.6.1 PIPING PLAN SHOWING A STEEL PIPING SYSTEM
FIGURE A.6.2 PIPING PLAN SHOWING A CSST SYSTEM <\/td>\n<\/tr>\n
612<\/td>\nFIGURE A.6.3 PIPING PLAN SHOWING A COPPER TUBING SYSTEM <\/td>\n<\/tr>\n
613<\/td>\nFIGURE A.6.4 PIPING PLAN SHOWING A MODIFICATION TO EXISTING PIPING SYSTEM <\/td>\n<\/tr>\n
616<\/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
617<\/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
618<\/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
619<\/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
620<\/td>\nFIGURE B-15 (EXAMPLE 1) SINGLE DRAFT-HOOD-EQUIPPED APPLIANCE
FIGURE B-16 (EXAMPLE 2) SINGLE FAN-ASSISTED APPLIANCE <\/td>\n<\/tr>\n
621<\/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
623<\/td>\nTABLE B-1 MASONRY CHIMNEY LINER DIMENSIONS WITH CIRCULAR EQUIVALENTSa <\/td>\n<\/tr>\n
624<\/td>\nFIGURE B-19 <\/td>\n<\/tr>\n
626<\/td>\nAPPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS (Not Adopted by the State of Oregon)
APPENDIX C EXIT TERMINALS OF MECHANICAL DRAFT AND DIRECT-VENT VENTING SYSTEMS <\/td>\n<\/tr>\n
628<\/td>\nAPPENDIX D RECOMMENDED PROCEDURE FOR SAFETY INSPECTION OF AN EXISTING APPLIANCE INSTALLATION (Not Adopted by the State of Oregon)
D.1 GENERAL
D.2 OCCUPANT AND INSPECTOR SAFETY <\/td>\n<\/tr>\n
629<\/td>\nD.3 GAS PIPING AND CONNECTION INSPECTIONS
D.4 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE NOT OPERATING <\/td>\n<\/tr>\n
630<\/td>\nD.5 INSPECTIONS TO BE PERFORMED WITH THE APPLIANCE OPERATING <\/td>\n<\/tr>\n
631<\/td>\nD.6 APPLIANCE-SPECIFIC INSPECTIONS <\/td>\n<\/tr>\n
633<\/td>\nTABLE D.6 CO THRESHOLDS <\/td>\n<\/tr>\n
634<\/td>\nAPPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS
SECTION AE101 ANCHORAGE INSTALLATIONS
SECTION AE102 TIES, MATERIALS AND INSTALLATION <\/td>\n<\/tr>\n
636<\/td>\nAPPENDIX F RADON CONTROL METHODS
SECTION AF101 SCOPE
SECTION AF102 DEFINITIONS
SECTION AF103 REQUIREMENTS <\/td>\n<\/tr>\n
640<\/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
641<\/td>\nSECTION AG106 ENTRAPMENT PROTECTION FOR SWIMMING POOL AND SPA SUCTION OUTLETS
SECTION AG107 ABBREVIATIONS
SECTION AG108 STANDARDS <\/td>\n<\/tr>\n
642<\/td>\nAPPENDIX H PATIO COVERS
SECTION AH101 GENERAL
SECTION AH102 DEFINITION
SECTION AH103 EXTERIOR WALLS AND OPENINGS
SECTION AH104 HEIGHT
SECTION AH105 STRUCTURAL PROVISIONS
SECTION AH106 SPECIAL PROVISIONS FOR ALUMINUM SCREEN ENCLOSURES IN HURRICANE-PRONE REGIONS <\/td>\n<\/tr>\n
643<\/td>\nTABLE AH106.4(1) DESIGN WIND PRESSURES FOR SCREEN ENCLOSURE FRAMING
TABLE AH106.4(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE <\/td>\n<\/tr>\n
644<\/td>\nFIGURE AH106.4.1 ULTIMATE DESIGN WIND SPEEDS FOR PATIO COVERS AND SCREEN ENCLOSURES <\/td>\n<\/tr>\n
646<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL (Not Adopted by the State of Oregon)
SECTION AI101 GENERAL <\/td>\n<\/tr>\n
648<\/td>\nAPPENDIX J EXISTING BUILDINGS AND STRUCTURES (Not Adopted by the State of Oregon)
SECTION AJ101 PURPOSE AND INTENT
SECTION AJ102 COMPLIANCE <\/td>\n<\/tr>\n
649<\/td>\nSECTION AJ103 PRELIMINARY MEETING
SECTION AJ104 EVALUATION OF AN EXISTING BUILDING
SECTION AJ105 PERMIT
SECTION AJ201 DEFINITIONS <\/td>\n<\/tr>\n
650<\/td>\nSECTION AJ301 REPAIRS
SECTION AJ401 RENOVATIONS
SECTION AJ501 ALTERATIONS <\/td>\n<\/tr>\n
651<\/td>\nSECTION AJ601 RECONSTRUCTION <\/td>\n<\/tr>\n
654<\/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
656<\/td>\nAPPENDIX L PERMIT FEES (Not Adopted by the State of Oregon) <\/td>\n<\/tr>\n
658<\/td>\nAPPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY (Not Adopted by the State of Oregon)
SECTION AM101 GENERAL
SECTION AM102 DEFINITION
SECTION AM103 MEANS OF EGRESS <\/td>\n<\/tr>\n
659<\/td>\nSECTION AM104 SMOKE DETECTION <\/td>\n<\/tr>\n
660<\/td>\nAPPENDIX N VENTING METHODS (Not Adopted by the State of Oregon)
FIGURE N1 TYPICAL SINGLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
661<\/td>\nFIGURE N2 TYPICAL DOUBLE-BATH WET-VENT ARRANGEMENTS <\/td>\n<\/tr>\n
662<\/td>\nFIGURE N3 TYPICAL HORIZONTAL WET VENTING <\/td>\n<\/tr>\n
663<\/td>\nFIGURE N4 TYPICAL METHODS OF WET VENTING <\/td>\n<\/tr>\n
664<\/td>\nFIGURE N5 SINGLE STACK SYSTEM FOR A TWO-STORY DWELLING <\/td>\n<\/tr>\n
665<\/td>\nFIGURE N6 WASTE STACK VENTING
FIGURE N7 CIRCUIT VENT WITH ADDITIONAL NONCIRCUIT-VENTED BRANCH <\/td>\n<\/tr>\n
666<\/td>\nAPPENDIX O AUTOMATIC VEHICULAR GATES (Not Adopted by the State of Oregon)
SECTION AO101 GENERAL
SECTION AO102 DEFINITION
SECTION AO103 AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
668<\/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
672<\/td>\nTABLE AP.1
TABLE AP.2 <\/td>\n<\/tr>\n
673<\/td>\nFIGURE AP103.3(1) EXAMPLE\u2014SIZING <\/td>\n<\/tr>\n
674<\/td>\nTABLE AP103.3(1) RECOMMENDED TABULAR ARRANGEMENT FOR USE IN SOLVING PIPE SIZING PROBLEMS <\/td>\n<\/tr>\n
675<\/td>\nTABLE AP103.3(2) LOAD VALUES ASSIGNED TO FIXTURESa <\/td>\n<\/tr>\n
676<\/td>\nTABLE AP103.3(3) TABLE FOR ESTIMATING DEMAND <\/td>\n<\/tr>\n
677<\/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
678<\/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
679<\/td>\nFIGURE AP103.3(2) FRICTION LOSS IN SMOOTH PIPEa (TYPE K, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
680<\/td>\nFIGURE AP103.3(3) FRICTION LOSS IN SMOOTH PIPEa (TYPE L, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
681<\/td>\nFIGURE AP103.3(4) FRICTION LOSS IN SMOOTH PIPEa (TYPE M, ASTM B88 COPPER TUBING) <\/td>\n<\/tr>\n
682<\/td>\nFIGURE AP103.3(5) FRICTION LOSS IN FAIRLY SMOOTH PIPEa <\/td>\n<\/tr>\n
683<\/td>\nFIGURE AP103.3(6) FRICTION LOSS IN FAIRLY ROUGH PIPEa <\/td>\n<\/tr>\n
684<\/td>\nFIGURE AP103.3(7) FRICTION LOSS IN ROUGH PIPEa <\/td>\n<\/tr>\n
685<\/td>\nSECTION AP201 SELECTION OF PIPE SIZE <\/td>\n<\/tr>\n
686<\/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
687<\/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
688<\/td>\nAPPENDIX Q RESERVED <\/td>\n<\/tr>\n
690<\/td>\nAPPENDIX R LIGHT STRAW-CLAY CONSTRUCTION
SECTION AR101 GENERAL
SECTION AR102 DEFINITIONS
SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION <\/td>\n<\/tr>\n
691<\/td>\nSECTION AR104 THERMAL INSULATION
SECTION AR105 REFERENCED STANDARD <\/td>\n<\/tr>\n
692<\/td>\nAPPENDIX S STRAWBALE CONSTRUCTION
SECTION AS101 GENERAL
SECTION AS102 DEFINITIONS
SECTION AS103 BALES <\/td>\n<\/tr>\n
693<\/td>\nSECTION AS104 FINISHES <\/td>\n<\/tr>\n
694<\/td>\nSECTION AS105 STRAWBALE WALLS\u2014GENERAL <\/td>\n<\/tr>\n
695<\/td>\nTABLE AS105.4 OUT-OF-PLANE RESISTANCE AND UNRESTRAINED WALL DIMENSIONS <\/td>\n<\/tr>\n
696<\/td>\nSECTION AS106 STRAWBALE WALLS\u2014STRUCTURAL
TABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS <\/td>\n<\/tr>\n
697<\/td>\nTABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS\/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS
TABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES <\/td>\n<\/tr>\n
698<\/td>\nTABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON WIND SPEED <\/td>\n<\/tr>\n
699<\/td>\nTABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY
SECTION AS107 FIRE RESISTANCE <\/td>\n<\/tr>\n
700<\/td>\nSECTION AS108 THERMAL INSULATION
SECTION AS109 REFERENCED STANDARDS <\/td>\n<\/tr>\n
702<\/td>\nAPPENDIX T DWELLING UNIT FIRE SPRINKLER SYSTEMS
AT2904.1 GENERAL
AT2904.2 SPRINKLERS
TABLE AT2904.2.2 LOCATIONS WHERE INTERMEDIATE TEMPERATURE SPRINKLERS ARE REQUIRED <\/td>\n<\/tr>\n
703<\/td>\nAT2904.3 SPRINKLER PIPING SYSTEM
AT2904.4 DETERMINING SYSTEM DESIGN FLOW
AT2904.5 WATER SUPPLY <\/td>\n<\/tr>\n
704<\/td>\nAT2904.6 PIPE SIZING
EQUATION AT29-1 <\/td>\n<\/tr>\n
705<\/td>\nTABLE AT2904.6.2(1) WATER SERVICE PRESSURE LOSS (PLsvc)a, b
AT2904.7 INSTRUCTIONS AND SIGNS <\/td>\n<\/tr>\n
706<\/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
707<\/td>\nTABLE AT2904.6.2(4) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
708<\/td>\nTABLE AT2904.6.2(5) ALLOWABLE PIPE LENGTH FOR 1-INCH TYPE M COPPER WATER TUBING <\/td>\n<\/tr>\n
709<\/td>\nTABLE AT2904.6.2(6) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH CPVC PIPE <\/td>\n<\/tr>\n
710<\/td>\nTABLE AT2904.6.2(7) ALLOWABLE PIPE LENGTH FOR 1-INCH CPVC PIPE <\/td>\n<\/tr>\n
711<\/td>\nTABLE AT2904.6.2(8) ALLOWABLE PIPE LENGTH FOR 3\/4-INCH PEX TUBING <\/td>\n<\/tr>\n
712<\/td>\nTABLE AT2904.6.2(9) ALLOWABLE PIPE LENGTH FOR 1-INCH PEX TUBING <\/td>\n<\/tr>\n
714<\/td>\nAPPENDIX U SOLAR-READY PROVISIONS\u2014DETACHED ONE- AND TWO-FAMILY DWELLINGS, MULTIPLE SINGLE- FAMILY DWELLINGS (TOWNHOUSES) (Not Adopted by the State of Oregon)
SECTION U101 SCOPE
SECTION U102 GENERAL DEFINITIONS
SECTION U103 SOLAR-READY ZONE <\/td>\n<\/tr>\n
716<\/td>\nINDEX <\/td>\n<\/tr>\n
726<\/td>\nGET IMMEDIATE DOWNLOADS OF THE STANDARDS YOU NEED <\/td>\n<\/tr>\n
727<\/td>\nHELPFUL TOOLS FOR YOUR RESIDENTIAL CODE <\/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>\n2017<\/td>\n727<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":180306,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2730],"product_tag":[],"class_list":{"0":"post-180305","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\/180305","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\/180306"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=180305"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=180305"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=180305"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}