{"id":384871,"date":"2024-10-20T03:28:06","date_gmt":"2024-10-20T03:28:06","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/or-residentialcode-2021-1stptg\/"},"modified":"2024-10-26T06:17:39","modified_gmt":"2024-10-26T06:17:39","slug":"or-residentialcode-2021-1stptg","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/or\/or-residentialcode-2021-1stptg\/","title":{"rendered":"OR ResidentialCode 2021 1stptg"},"content":{"rendered":"

This is a fully integrated code based on the 2018 International Residential Code. This code does not contain Electrical or Plumbing provisions. Effective date April 1, 2021 with a six month phase in period -Mandatory October 1, 2021<\/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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2021 OREGON RESIDENTIAL SPECIALTY CODE <\/td>\n<\/tr>\n
2<\/td>\n2021 OREGON RESIDENTIAL SPECIALTY CODE BASED ON THE 2018 INTERNATIONAL RESIDENTIAL CODE\u00ae <\/td>\n<\/tr>\n
3<\/td>\nCOPYRIGHT <\/td>\n<\/tr>\n
4<\/td>\nPREFACE <\/td>\n<\/tr>\n
6<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
12<\/td>\nPART I\u2014ADMINISTRATION
CHAPTER 1 SCOPE AND ADMINISTRATION
PART 1\u2014SCOPE AND APPLICATION
SECTION R101 GENERAL <\/td>\n<\/tr>\n
14<\/td>\nSECTION R102 APPLICABILITY <\/td>\n<\/tr>\n
16<\/td>\nPART 2\u2014ADMINISTRATION AND ENFORCEMENT
SECTION 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
20<\/td>\nSECTION R106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
21<\/td>\nSECTION R107 TEMPORARY STRUCTURES AND USES
SECTION R108 FEES <\/td>\n<\/tr>\n
23<\/td>\nSECTION R109 INSPECTIONS <\/td>\n<\/tr>\n
24<\/td>\nSECTION R110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
25<\/td>\nSECTION R111 SERVICE UTILITIES
SECTION R112 BOARD OF APPEALS
SECTION R113 VIOLATIONS <\/td>\n<\/tr>\n
26<\/td>\nSECTION R114 STOP WORK ORDER
SECTION R115 PREFABRICATED CONSTRUCTION
SECTION R116 INSPECTION CARD
SECTION R117 MOVED BUILDINGS
SECTION R118 HISTORIC BUILDINGS <\/td>\n<\/tr>\n
28<\/td>\nPART II\u2014DEFINITIONS
CHAPTER 2 DEFINITIONS
SECTION R201 GENERAL
SECTION R202 DEFINITIONS <\/td>\n<\/tr>\n
42<\/td>\nPART III\u2014BUILDING PLANNING AND CONSTRUCTION
CHAPTER 3 BUILDING PLANNING
SECTION R301 DESIGN CRITERIA <\/td>\n<\/tr>\n
43<\/td>\nTABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA <\/td>\n<\/tr>\n
44<\/td>\nTABLE R301.2.1(1) COMPONENT AND CLADDING LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (ASD) (psf) <\/td>\n<\/tr>\n
45<\/td>\nFIGURE R301.2.1(1) COMPONENT AND CLADDING PRESSURE ZONES
TABLE R301.2.1(2) HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS FOR TABLE R301.2.1(1) <\/td>\n<\/tr>\n
46<\/td>\nTABLE R301.2.1.2 WIND SPEED CONVERSIONSa
FIGURE R301.2.1a,b OREGON SPECIAL WIND REGIONS <\/td>\n<\/tr>\n
47<\/td>\nTABLE R301.2.2.1.1 SEISMIC DESIGN CATEGORY DETERMINATION
FIGURE R301.2.2.1 SEISMIC DESIGN CATEGORIES <\/td>\n<\/tr>\n
49<\/td>\nFIGURE R301.2.2.6(1) BRACED WALL PANELS OUT OF PLANE
FIGURE R301.2.2.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SETBACK
FIGURE R301.2.2.6(3) FLOOR OR ROOF NOT SUPPORTED AT ALL EDGES
FIGURE R301.2.2.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
50<\/td>\nFIGURE R301.2.2.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE R301.2.2.6(6) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
51<\/td>\nFIGURE R301.2.2.6(7) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE R301.2.2.6(8) BRACED WALL LINES NOT PERPENDICULAR
TABLE R301.2.3.1 GROUND SNOW LOAD ADJUSTMENT <\/td>\n<\/tr>\n
52<\/td>\nTABLE R301.5 MINIMUM LIVE LOADS
TABLE R301.6 MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION
TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSa <\/td>\n<\/tr>\n
53<\/td>\nSECTION R302 FIRE-RESISTANT CONSTRUCTION
TABLE R302.1 EXTERIOR WALLS <\/td>\n<\/tr>\n
54<\/td>\nFIGURE R302.2.1(1) TWO 1-HOUR FIREWALLS PERPENDICULAR TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
55<\/td>\nFIGURE R302.2.1(2) TWO 1-HOUR FIREWALLS PARALLEL TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
56<\/td>\nFIGURE R302.2.1(3) \u201cMODIFIED\u201d 2-HOUR FIREWALL PERPENDICULAR TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
57<\/td>\nFIGURE R302.2.1(4) \u201cMODIFIED\u201d 2-HOUR FIREWALL PARALLEL TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
58<\/td>\nFIGURE R302.2.4 STRINGER PENETRATIONS OF FIREWALL AT COMMON PROPERTY LINE <\/td>\n<\/tr>\n
59<\/td>\nFIGURE R302.2.4.1 DECK CONSTRUCTION LESS THAN THREE FEET FROM COMMON PROPERTY LINES <\/td>\n<\/tr>\n
61<\/td>\nFIGURE R302.2.4.2 COVERED PORCH AT COMMON PROPERTY LINE <\/td>\n<\/tr>\n
62<\/td>\nFIGURE R302.2.4.3 EXTERIOR STAIRWAY <\/td>\n<\/tr>\n
64<\/td>\nFIGURE R302.2.6.1 FIRE-RESISTANCE RATED ROOF\/CEILING CONSTRUCTION \u201cMUSHROOM\u201d ATTIC ENCLOSURE FRAMING PARALLEL TO COMMON PROPERTY LINE <\/td>\n<\/tr>\n
65<\/td>\nFIGURE R302.2.6.3(1) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES
FIGURE R302.2.6.3(2) UNRATED CRICKET LESS THAN OR EQUAL TO 30 INCHES <\/td>\n<\/tr>\n
66<\/td>\nFIGURE R302.2.6.3(3) RATED CRICKET GREATER THAN 30 INCHES
TABLE R302.2.6.4 STRUCTURAL PROJECTIONS LOCATED LESS THAN 3 FEET OF ANY PROPERTY LINE <\/td>\n<\/tr>\n
67<\/td>\nFIGURE R302.2.7 STRUCTURAL DESIGN APPROACH <\/td>\n<\/tr>\n
69<\/td>\nFIGURE R302.2.11 FOUNDATION AND FOOTING CONSTRUCTION <\/td>\n<\/tr>\n
71<\/td>\nFIGURE R302.4.2.1 MEMBRANE PENETRATIONS FOR MODIFIED 2-HOUR WALLS <\/td>\n<\/tr>\n
72<\/td>\nTABLE R302.6 DWELLING-GARAGE SEPARATIONa <\/td>\n<\/tr>\n
74<\/td>\nSECTION R303 LIGHT, VENTILATION AND HEATING <\/td>\n<\/tr>\n
75<\/td>\nSECTION R304 MINIMUM ROOM AREAS
SECTION R305 CEILING HEIGHT <\/td>\n<\/tr>\n
76<\/td>\nSECTION R306 SANITATION
SECTION R307 TOILET, BATH AND SHOWER SPACES
FIGURE R307.1 MINIMUM FIXTURE CLEARANCES
SECTION R308 GLAZING <\/td>\n<\/tr>\n
77<\/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
79<\/td>\nFIGURE R308.4.7 HAZARDOUS GLAZING LOCATIONS AT BOTTOM STAIR LANDINGS <\/td>\n<\/tr>\n
80<\/td>\nSECTION R309 GARAGES AND CARPORTS
SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS <\/td>\n<\/tr>\n
82<\/td>\nSECTION R311 MEANS OF EGRESS <\/td>\n<\/tr>\n
85<\/td>\nSECTION R312 GUARDS AND WINDOW FALL PROTECTION <\/td>\n<\/tr>\n
86<\/td>\nSECTION R313 AUTOMATIC FIRE SPRINKLER SYSTEMS
SECTION R314 SMOKE ALARMS <\/td>\n<\/tr>\n
87<\/td>\nSECTION R315 CARBON MONOXIDE ALARMS <\/td>\n<\/tr>\n
88<\/td>\nSECTION R316 PLASTIC <\/td>\n<\/tr>\n
90<\/td>\nSECTION R317 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY <\/td>\n<\/tr>\n
92<\/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
95<\/td>\nSECTION R323 STORM SHELTERS
SECTION R324 SOLAR ENERGY SYSTEMS <\/td>\n<\/tr>\n
96<\/td>\nSECTION R325 MEZZANINES
SECTION R326 HABITABLE ATTIC
SECTION R327 WILDFIRE HAZARD MITIGATION <\/td>\n<\/tr>\n
100<\/td>\nSECTION R328 DETACHED GROUP R ACCESSORY STRUCTURES (GROUP U) <\/td>\n<\/tr>\n
101<\/td>\nTABLE R328.4 ALLOWABLE AREA INCREASE DETACHED GROUP R ACCESSORY BUILDINGS
SECTION R329 SWIMMING POOLS, SPAS AND HOT TUBS
SECTION R330 STATIONARY STORAGE BATTERY SYSTEMS <\/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) <\/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 D0, D1 AND D2 <\/td>\n<\/tr>\n
111<\/td>\nFIGURE R403.1.9.1 FOUNDATION CLEARANCE FROM SLOPES <\/td>\n<\/tr>\n
112<\/td>\nFIGURE R403.3(1) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS
TABLE R403.3(1) MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS <\/td>\n<\/tr>\n
113<\/td>\nFIGURE R403.3(2) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO UNHEATED SLAB-ON-GROUND STRUCTURE <\/td>\n<\/tr>\n
114<\/td>\nFIGURE R403.3(3) INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS ADJACENT TO HEATED STRUCTURE
FIGURE R403.4(1) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE
FIGURE R403.4(2) BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING <\/td>\n<\/tr>\n
115<\/td>\nTABLE R403.4 MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGSa, b (inches) <\/td>\n<\/tr>\n
116<\/td>\nSECTION R404 FOUNDATION AND RETAINING WALLS <\/td>\n<\/tr>\n
117<\/td>\nTABLE R404.1.1(1) PLAIN MASONRY FOUNDATION WALLSf <\/td>\n<\/tr>\n
118<\/td>\nTABLE R404.1.1(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 5 INCHES <\/td>\n<\/tr>\n
119<\/td>\nTABLE R404.1.1(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 6.75 INCHES <\/td>\n<\/tr>\n
120<\/td>\nTABLE R404.1.1(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCING WHERE d \u2265 8.75 INCHES <\/td>\n<\/tr>\n
121<\/td>\nTABLE R404.1.2(1) MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE FOUNDATION WALLS
TABLE R404.1.2(2) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
122<\/td>\nTABLE R404.1.2(3) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
123<\/td>\nTABLE R404.1.2(4) MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT CONCRETE BASEMENT WALLS <\/td>\n<\/tr>\n
124<\/td>\nTABLE R404.1.2(5) MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
125<\/td>\nTABLE R404.1.2(6) MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
126<\/td>\nTABLE R404.1.2(7) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLS <\/td>\n<\/tr>\n
127<\/td>\nTABLE R404.1.2(8) MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10- AND 12-INCH NOMINAL FLAT BASEMENT WALLS <\/td>\n<\/tr>\n
128<\/td>\nTABLE R404.1.2(9) MINIMUM SPACING FOR ALTERNATE BAR SIZE AND ALTERNATE GRADE OF STEEL <\/td>\n<\/tr>\n
133<\/td>\nFIGURE R404.1.5(1) FOUNDATION WALL CLAY MASONRY CURTAIN WALL WITH CONCRETE MASONRY PIERS <\/td>\n<\/tr>\n
134<\/td>\nTABLE R404.2.3 PLYWOOD GRADE AND THICKNESS FOR WOOD FOUNDATION CONSTRUCTION (30 pcf equivalent-fluid weight soil pressure) <\/td>\n<\/tr>\n
135<\/td>\nSECTION R405 FOUNDATION DRAINAGE
SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING <\/td>\n<\/tr>\n
136<\/td>\nTABLE R405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM <\/td>\n<\/tr>\n
137<\/td>\nSECTION R407 COLUMNS
SECTION R408 UNDER-FLOOR SPACE <\/td>\n<\/tr>\n
140<\/td>\nCHAPTER 5 FLOORS
SECTION R501 GENERAL
SECTION R502 WOOD FLOOR FRAMING <\/td>\n<\/tr>\n
141<\/td>\nFIGURE R502.2 FLOOR CONSTRUCTION <\/td>\n<\/tr>\n
142<\/td>\nTABLE R502.3.1(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
143<\/td>\nTABLE R502.3.1(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
144<\/td>\nTABLE R502.3.1(2) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
145<\/td>\nTABLE R502.3.1(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
146<\/td>\nTABLE R502.3.3(1) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY <\/td>\n<\/tr>\n
147<\/td>\nTABLE R502.3.3(2) CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY
TABLE R502.5 ALLOWABLE SPANS FOR GIRDERS SUPPORTING ONLY ONE FLOORa <\/td>\n<\/tr>\n
148<\/td>\nFIGURE R502.8 CUTTING, NOTCHING AND DRILLING <\/td>\n<\/tr>\n
149<\/td>\nFIGURE R502.9 POST AND BEAM CONNECTIONS <\/td>\n<\/tr>\n
150<\/td>\nSECTION R503 FLOOR SHEATHING
TABLE R503.1 MINIMUM THICKNESS OF LUMBER FLOOR SHEAT <\/td>\n<\/tr>\n
151<\/td>\nTABLE R503.2.1.1(1) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT <\/td>\n<\/tr>\n
152<\/td>\nTABLE R503.2.1.1(2) ALLOWABLE SPANS FOR SANDED PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENTa
SECTION R504 PRESSURE PRESERVATIVE TREATED WOOD FLOORS (ON GROUND)
SECTION R505 COLD-FORMED STEEL FLOOR FRAMING <\/td>\n<\/tr>\n
153<\/td>\nFIGURE R505.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
154<\/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
155<\/td>\nFIGURE R505.2.6.1 FLOOR JOIST WEB HOLES
FIGURE R505.2.6.3 FLOOR JOIST WEB HOLE PATCH <\/td>\n<\/tr>\n
156<\/td>\nTABLE R505.3.1(1) FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS <\/td>\n<\/tr>\n
157<\/td>\nTABLE R505.3.1(2) FLOOR FASTENING SCHEDULEa
FIGURE R505.3.1(1) FLOOR-TO-EXTERIOR LOAD-BEARING WALL STUD CONNECTION <\/td>\n<\/tr>\n
158<\/td>\nFIGURE R505.3.1(2) FLOOR-TO-WOOD-SILL CONNECTION
FIGURE R505.3.1(3) FLOOR-TO-FOUNDATION CONNECTION <\/td>\n<\/tr>\n
159<\/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
160<\/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
161<\/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
162<\/td>\nTABLE R505.3.2 ALLOWABLE SPANS FOR COLD-FORMED STEEL JOISTS\u2014SINGLE OR CONTINUOUS SPANS <\/td>\n<\/tr>\n
163<\/td>\nFIGURE R505.3.3.2(1) JOIST BLOCKING (SOLID)
FIGURE R505.3.3.2(2) JOIST BLOCKING (STRAP) <\/td>\n<\/tr>\n
164<\/td>\nFIGURE R505.3.4(1) BEARING STIFFENERS UNDER JAMB STUDS
FIGURE R505.3.4(2) BEARING STIFFENER <\/td>\n<\/tr>\n
165<\/td>\nFIGURE R505.3.7 TRACK SPLICE
FIGURE R505.3.8(1) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20146-FOOT FLOOR OPENING <\/td>\n<\/tr>\n
166<\/td>\nFIGURE R505.3.8(2) COLD-FORMED STEEL FLOOR CONSTRUCTION\u20148-FOOT FLOOR OPENING
FIGURE R505.3.8(3) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20146-FOOT OPE <\/td>\n<\/tr>\n
167<\/td>\nFIGURE R505.3.8(4) COLD-FORMED STEEL FLOOR CONSTRUCTION: FLOOR HEADER TO TRIMMER CONNECTION\u20148-FOOT OPENING
SECTION R506 CONCRETE FLOORS (ON GROUND)
SECTION R507 EXTERIOR DECKS <\/td>\n<\/tr>\n
168<\/td>\nTABLE R507.2.3 FASTENER AND CONNECTOR SPECIFICATIONS FOR DECKS <\/td>\n<\/tr>\n
169<\/td>\nFIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION
TABLE R507.4 DECK POST HEIGHTa <\/td>\n<\/tr>\n
170<\/td>\nTABLE R507.3.1 MINIMUM FOOTING SIZE FOR DECKS <\/td>\n<\/tr>\n
172<\/td>\nFIGURE R507.5 TYPICAL DECK JOIST SPANS
TABLE R507.5 DECK BEAM SPAN LENGTHS <\/td>\n<\/tr>\n
173<\/td>\nFIGURE R507.5.1(1) DECK BEAM TO DECK POST
FIGURE R507.5.1(2) NOTCHED POST-TO-BEAM CONNECTION <\/td>\n<\/tr>\n
174<\/td>\nFIGURE R507.6 TYPICAL DECK JOIST SPANS <\/td>\n<\/tr>\n
175<\/td>\nTABLE R507.6 DECK JOIST SPANS FOR COMMON LUMBER SPECIES
TABLE R507.7 MAXIMUM JOIST SPACING FOR DECKING
TABLE R507.9.1.3(1) DECK LEDGER CONNECTION TO BAND JOISTa <\/td>\n<\/tr>\n
176<\/td>\nTABLE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS
FIGURE R507.9.1.3(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
FIGURE R507.9.1.3(2) PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS <\/td>\n<\/tr>\n
177<\/td>\nFIGURE R507.9.2(1) DECK ATTACHMENT FOR LATERAL LOADS
FIGURE R507.9.2(2) DECK ATTACHMENT FOR LATERAL LOADS <\/td>\n<\/tr>\n
178<\/td>\nCHAPTER 6 WALL CONSTRUCTION
SECTION R601 GENERAL
SECTION R602 WOOD WALL FRAMING <\/td>\n<\/tr>\n
179<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE <\/td>\n<\/tr>\n
180<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
181<\/td>\nTABLE R602.3(1) FASTENING SCHEDULE\u2014continued <\/td>\n<\/tr>\n
182<\/td>\nTABLE R602.3(1)\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
183<\/td>\nTABLE R602.3.2 SINGLE TOP-PLATE SPLICE CONNECTION DETAILS <\/td>\n<\/tr>\n
184<\/td>\nTABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) <\/td>\n<\/tr>\n
185<\/td>\nTABLE R602.3(2)\u2014continued ALTERNATE ATTACHMENTS TO TABLE R602.3(1)
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
186<\/td>\nTABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDSa <\/td>\n<\/tr>\n
187<\/td>\nFIGURE R602.3(1) TYPICAL WALL, FLOOR AND ROOF FRAMING <\/td>\n<\/tr>\n
188<\/td>\nFIGURE R602.3(2) FRAMING DETAILS <\/td>\n<\/tr>\n
189<\/td>\nFIGURE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS <\/td>\n<\/tr>\n
190<\/td>\nFIGURE R602.6(2) NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLSFor SI: 1 inch = 25.4 mm.FIGURE R602.6.1TOP PLATE
FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING <\/td>\n<\/tr>\n
191<\/td>\nTABLE R602.7(1) GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
192<\/td>\nTABLE R602.7(1)\u2014continued GIRDER SPANSa AND HEADER SPANSa FOR EXTERIOR BEARING WALLS <\/td>\n<\/tr>\n
193<\/td>\nTABLE R602.7(2) GIRDER SPANSa AND HEADER SPANSa FOR INTERIOR BEARING WALLS
TABLE R602.7(3) GIRDER AND HEADER SPANSa FOR OPEN PORCHES <\/td>\n<\/tr>\n
194<\/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
195<\/td>\nTABLE R602.7.3 MAXIMUM SPANS FOR WOOD STRUCTURAL PANEL BOX HEADERSa
FIGURE R602.7.3 TYPICAL WOOD STRUCTURAL PANEL BOX HEADER CONSTRUCTION <\/td>\n<\/tr>\n
196<\/td>\nTABLE R602.7.5 MINIMUM NUMBER OF FULL-HEIGHT STUDS AT EACH END OF HEADERS IN EXTERIOR WALLSa <\/td>\n<\/tr>\n
197<\/td>\nFIGURE R602.10.1.1 BRACED WALL LINES
TABLE R602.10.1.3 BRACED WALL LINE SPACING <\/td>\n<\/tr>\n
198<\/td>\nFIGURE R602.10.1.4 ANGLED WALLS
FIGURE R602.10.2.2 LOCATION OF BRACED WALL PANELS <\/td>\n<\/tr>\n
200<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
201<\/td>\nTABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
202<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
203<\/td>\nTABLE R602.10.3(1)\u2014continued BRACING REQUIREMENTS BASED ON WIND SPEED <\/td>\n<\/tr>\n
204<\/td>\nTABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
205<\/td>\nTABLE R602.10.3(3) BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
206<\/td>\nTABLE R602.10.3(3)\u2014continued BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY <\/td>\n<\/tr>\n
207<\/td>\nTABLE R602.10.3(4) SEISMIC ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING <\/td>\n<\/tr>\n
208<\/td>\nTABLE R602.10.4 BRACING METHODS <\/td>\n<\/tr>\n
209<\/td>\nTABLE R602.10.4\u2014continued BRACING METHODS <\/td>\n<\/tr>\n
211<\/td>\nTABLE R602.10.5 MINIMUM LENGTH OF BRACED WALL PANELS <\/td>\n<\/tr>\n
212<\/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
TABLE R602.10.6.1 MINIMUM HOLD-DOWN FORCES FOR METHOD ABW BRACED WALL PANELS <\/td>\n<\/tr>\n
213<\/td>\nFIGURE R602.10.6.1 METHOD ABW\u2014ALTERNATE BRACED WALL PANEL
FIGURE R602.10.6.2 METHOD PFH\u2014PORTAL FRAME WITH HOLD-DOWNS <\/td>\n<\/tr>\n
214<\/td>\nFIGURE R602.10.6.3 METHOD PFG\u2014PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C <\/td>\n<\/tr>\n
215<\/td>\nTABLE R602.10.6.4 TENSION STRAP CAPACITY FOR RESISTING WIND PRESSURES PERPENDICULAR TO METHODS PFH, PFG AND CS-PF BRACED WALL PANELSa <\/td>\n<\/tr>\n
216<\/td>\nFIGURE R602.10.6.4 METHOD CS-PF\u2014CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION <\/td>\n<\/tr>\n
217<\/td>\nTABLE R602.10.6.5 METHOD BV-WSP WALL BRACING REQUIREMENTS <\/td>\n<\/tr>\n
218<\/td>\nFIGURE R602.10.6.5 METHOD BV-WSP\u2014WALL BRACING FOR DWELLINGS WITH STONE AND MASONRY VENEER IN SEISMIC DESIGN CATEGORIES D0, D1 and D2 <\/td>\n<\/tr>\n
219<\/td>\nFIGURE R602.10.7 END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING <\/td>\n<\/tr>\n
220<\/td>\nFIGURE R602.10.8(1) BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
221<\/td>\nFIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR\/CEILING FRAMING <\/td>\n<\/tr>\n
222<\/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
223<\/td>\nFIGURE R602.10.9 MASONRY STEM WALLS SUPPORTING BRACED WALL PANELS <\/td>\n<\/tr>\n
224<\/td>\nFIGURE R602.11.2 STEPPED FOUNDATION CONSTRUCTION <\/td>\n<\/tr>\n
226<\/td>\nFIGURE R602.12.1 RECTANGLE CIRCUMSCRIBING AN ENCLOSED BUILDING
SECTION R603 COLD-FORMED STEEL WALL FRAMING <\/td>\n<\/tr>\n
227<\/td>\nTABLE R602.12.4 MINIMUM NUMBER OF BRACING UNITS ON EACH SIDE OF THE CIRCUMSCRIBED RECTANGLE <\/td>\n<\/tr>\n
228<\/td>\nFIGURE R602.12.5 BRACING UNIT DISTRIBUTION
FIGURE R603.1.2 IN-LINE FRAMING
TABLE R603.2.3 LOAD-BEARING COLD-FORMED STEEL STUD SIZES AND THICKNESSES <\/td>\n<\/tr>\n
229<\/td>\nFIGURE R603.2.3(1) C-SHAPED SECTION
FIGURE R603.2.3(2) TRACK SECTION
FIGURE R603.2.6.1 WALL STUD WEB HOLES <\/td>\n<\/tr>\n
230<\/td>\nFIGURE R603.2.6.3 WALL STUD WEB HOLE PATCH <\/td>\n<\/tr>\n
231<\/td>\nTABLE R603.3.1 WALL TO FOUNDATION OR FLOOR CONNECTION REQUIREMENTSa <\/td>\n<\/tr>\n
232<\/td>\nFIGURE R603.3.1(1) WALL TO FLOOR CONNECTION
FIGURE R603.3.1(2) WALL TO FOUNDATION CONNECTION <\/td>\n<\/tr>\n
233<\/td>\nFIGURE R603.3.1(3) WALL TO WOOD SILL CONNECTION
FIGURE R603.3.1(4) WIND UPLIFT CONNECTOR <\/td>\n<\/tr>\n
234<\/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
TABLE R603.3.2(1) WALL FASTENING SCHEDULEa <\/td>\n<\/tr>\n
235<\/td>\nTABLE R603.3.2(2) 24-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
236<\/td>\nTABLE R603.3.2(3) 28-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
237<\/td>\nTABLE R603.3.2(4) 32-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
238<\/td>\nTABLE R603.3.2(5) 36-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
239<\/td>\nTABLE R603.3.2(6) 40-FOOT-WIDE BUILDING SUPPORTING ROOF AND CEILING ONLY <\/td>\n<\/tr>\n
240<\/td>\nTABLE R603.3.2(7) 24-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
241<\/td>\nTABLE R603.3.2(8) 28-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
242<\/td>\nTABLE R603.3.2(9) 32-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
243<\/td>\nTABLE R603.3.2(10) 36-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
244<\/td>\nTABLE R603.3.2(11) 40-FOOT-WIDE BUILDING SUPPORTING ONE FLOOR, ROOF AND CEILING <\/td>\n<\/tr>\n
245<\/td>\nTABLE R603.3.2(12) 24-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
246<\/td>\nTABLE R603.3.2(13) 28-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
247<\/td>\nTABLE R603.3.2(14) 32-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
248<\/td>\nTABLE R603.3.2(15) 36-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
249<\/td>\nTABLE R603.3.2(16) 40-FOOT-WIDE BUILDING SUPPORTING TWO FLOORS, ROOF AND CEILING <\/td>\n<\/tr>\n
250<\/td>\nTABLE R603.3.2.1(1) ALL BUILDING WIDTHS GABLE ENDWALLS 8, 9 OR 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
251<\/td>\nTABLE R603.3.2.1(2) ALL BUILDING WIDTHS GABLE ENDWALLS OVER 10 FEET IN HEIGHT <\/td>\n<\/tr>\n
252<\/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
253<\/td>\nFIGURE R603.3.5 TRACK SPLICE
FIGURE R603.4 CORNER FRAMING <\/td>\n<\/tr>\n
254<\/td>\nFIGURE R603.6(1) BOX BEAM HEADER
FIGURE R603.6(2) BACK-TO-BACK HEADER <\/td>\n<\/tr>\n
255<\/td>\nTABLE R603.6(1) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
256<\/td>\nTABLE R603.6(2) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
257<\/td>\nTABLE R603.6(3) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
258<\/td>\nTABLE R603.6(4) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
259<\/td>\nTABLE R603.6(5) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
260<\/td>\nTABLE R603.6(6) BOX-BEAM AND BACK-TO-BACK HEADER SPANS <\/td>\n<\/tr>\n
261<\/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
262<\/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
TABLE R603.8 HEAD AND SILL TRACK SPAN <\/td>\n<\/tr>\n
263<\/td>\nFIGURE R603.9 STRUCTURAL SHEATHING FASTENING PATTERN <\/td>\n<\/tr>\n
264<\/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
265<\/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
266<\/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
267<\/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
268<\/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
269<\/td>\nTABLE R606.2.8 MORTAR PROPORTIONSa <\/td>\n<\/tr>\n
270<\/td>\nTABLE R606.2.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION
TABLE R606.3.4.1 MINIMUM CORROSION PROTECTION <\/td>\n<\/tr>\n
271<\/td>\nTABLE R606.3.5.1 GROUT SPACE DIMENSIONS AND POUR HEIGHTS <\/td>\n<\/tr>\n
273<\/td>\nTABLE R606.6.4 SPACING OF LATERAL SUPPORT FOR MASONRY WALLS <\/td>\n<\/tr>\n
274<\/td>\nTABLE R606.9 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
275<\/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
276<\/td>\nFIGURE R606.11(2) REQUIREMENTS FOR REINFORCED GROUTED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY C <\/td>\n<\/tr>\n
277<\/td>\nFIGURE R606.11(3) REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY D0, D1 OR D2 <\/td>\n<\/tr>\n
278<\/td>\nTABLE R606.12.2.1 MINIMUM SOLID WALL LENGTH ALONG EXTERIOR WALL LINES <\/td>\n<\/tr>\n
279<\/td>\nTABLE R606.12.3.2 MINIMUM DISTRIBUTED WALL REINFORCEMENT FOR BUILDINGS 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
280<\/td>\nSECTION R607 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
281<\/td>\nFIGURE R607.4.1 GLASS UNIT MASONRY DESIGN WIND LOAD RESISTANCE <\/td>\n<\/tr>\n
282<\/td>\nSECTION R608 EXTERIOR CONCRETE WALL CONSTRUCTION <\/td>\n<\/tr>\n
283<\/td>\nTABLE R608.3 DIMENSIONAL REQUIREMENTS FOR WALLSa
FIGURE R608.3(1) FLAT WALL SYSTEM <\/td>\n<\/tr>\n
284<\/td>\nFIGURE R608.3(2) WAFFLE-GRID WALL SYSTEM
FIGURE R608.3(3) SCREEN-GRID WALL SYSTEM <\/td>\n<\/tr>\n
286<\/td>\nTABLE R608.5.4(1) LAP SPLICE AND TENSION DEVELOPMENT LENGTHS
FIGURE R608.5.4(1) LAP SPLICES <\/td>\n<\/tr>\n
287<\/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
288<\/td>\nTABLE R608.5.4(2) MAXIMUM SPACING FOR ALTERNATIVE BAR SIZE AND ALTERNATIVE GRADE OF STEEL <\/td>\n<\/tr>\n
290<\/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
291<\/td>\nTABLE R608.6(1) MINIMUM VERTICAL REINFORCEMENT FOR FLAT ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
292<\/td>\nTABLE R608.6(2) MINIMUM VERTICAL REINFORCEMENT FOR WAFFLE-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
293<\/td>\nTABLE R608.6(3) MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH SCREEN-GRID ABOVE-GRADE WALLS <\/td>\n<\/tr>\n
294<\/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
296<\/td>\nEQUATION R6-1
EQUATION R6-2 <\/td>\n<\/tr>\n
297<\/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
298<\/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
299<\/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
300<\/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
301<\/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
302<\/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
303<\/td>\nTABLE R608.7(2) REDUCTION FACTOR, R1, FOR BUILDINGS WITH MEAN ROOF HEIGHT LESS THAN 35 FEETa
TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET
TABLE R608.7(3) REDUCTION FACTOR, R2, FOR FLOOR-TO-CEILING WALL HEIGHTS LESS THAN 10 FEET <\/td>\n<\/tr>\n
304<\/td>\nTABLE R608.7(4) REDUCTION FACTOR FOR DESIGN STRENGTH, R3, FOR FLAT, WAFFLE- AND SCREEN-GRID WALLS <\/td>\n<\/tr>\n
305<\/td>\nFIGURE R608.7(1) MINIMUM SOLID WALL LENGTH <\/td>\n<\/tr>\n
306<\/td>\nFIGURE R608.7(2) VERTICAL REINFORCEMENT LAYOUT DETAIL <\/td>\n<\/tr>\n
307<\/td>\nFIGURE R608.7(3) VERTICAL WALL REINFORCEMENT ADJACENT TO WALL OPENINGS <\/td>\n<\/tr>\n
308<\/td>\nFIGURE R608.8(1) REINFORCEMENT OF OPENINGS <\/td>\n<\/tr>\n
309<\/td>\nFIGURE R608.8(2) LINTEL FOR FLAT WALLS <\/td>\n<\/tr>\n
310<\/td>\nFIGURE R608.8(3) LINTELS FOR WAFFLE-GRID WALLS <\/td>\n<\/tr>\n
311<\/td>\nFIGURE R608.8(4) LINTELS FOR SCREEN-GRID WALLS <\/td>\n<\/tr>\n
312<\/td>\nTABLE R608.8(1) LINTEL DESIGN LOADING CONDITIONS <\/td>\n<\/tr>\n
313<\/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
314<\/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
315<\/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
316<\/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
317<\/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
318<\/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
319<\/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
320<\/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
321<\/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
322<\/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
323<\/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
324<\/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
325<\/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
326<\/td>\nTABLE R608.8(9) MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONBEARING WALLS <\/td>\n<\/tr>\n
327<\/td>\nTABLE R608.8(9)\u2014continued MAXIMUM ALLOWABLE CLEAR SPANS FOR FLAT LINTELS WITHOUT STIRRUPS IN NONBEARING WALLS
TABLE R608.8(10) MAXIMUM ALLOWABLE CLEAR SPANS FOR WAFFLE-GRID AND SCREEN-GRID LINTELS WITHOUT STIRRUPS IN NONLOAD-BEARING WALLS <\/td>\n<\/tr>\n
328<\/td>\nSECTION R609 EXTERIOR WINDOWS AND DOORS <\/td>\n<\/tr>\n
329<\/td>\nFIGURE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
330<\/td>\nTABLE R608.9(1) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa <\/td>\n<\/tr>\n
331<\/td>\nFIGURE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
332<\/td>\nTABLE R608.9(2) WOOD-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
333<\/td>\nFIGURE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL FRAMING, PERPENDICULAR <\/td>\n<\/tr>\n
334<\/td>\nTABLE R608.9(3) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
335<\/td>\nFIGURE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
336<\/td>\nTABLE R608.9(4) WOOD-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
337<\/td>\nFIGURE R608.9(5) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
338<\/td>\nTABLE R608.9(5) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PERPENDICULARa <\/td>\n<\/tr>\n
339<\/td>\nFIGURE R608.9(6) COLD-FORMED STEEL FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
340<\/td>\nTABLE R608.9(6) COLD-FORMED STEEL-FRAMED FLOOR TO SIDE OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
341<\/td>\nFIGURE R608.9(7) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
342<\/td>\nTABLE R608.9(7) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
343<\/td>\nFIGURE R608.9(8) COLD-FORMED STEEL FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
344<\/td>\nTABLE R608.9(8) COLD-FORMED STEEL-FRAMED FLOOR TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
345<\/td>\nFIGURE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
346<\/td>\nTABLE R608.9(9) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
347<\/td>\nFIGURE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
348<\/td>\nTABLE R608.9(10) WOOD-FRAMED ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
349<\/td>\nFIGURE R608.9(11) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
350<\/td>\nTABLE R608.9(11) COLD-FORMED STEEL TO TOP OF CONCRETE WALL, FRAMING PERPENDICULAR <\/td>\n<\/tr>\n
351<\/td>\nFIGURE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
352<\/td>\nTABLE R608.9(12) COLD-FORMED STEEL ROOF TO TOP OF CONCRETE WALL, FRAMING PARALLEL <\/td>\n<\/tr>\n
354<\/td>\nFIGURE R609.7.2(1) THROUGH THE FRAME
FIGURE R609.7.2(2) FRAME CLIP
FIGURE R609.7.2(3) THROUGH THE FRAME
FIGURE R609.7.2(4) FRAME CLIP <\/td>\n<\/tr>\n
355<\/td>\nFIGURE R609.7.2(5) THROUGH THE FLANGE
FIGURE R609.7.2(6) THROUGH THE FLANGE
FIGURE R609.7.2(7) FRAME CLIP
FIGURE R609.7.2(8) THROUGH THE FLANGE <\/td>\n<\/tr>\n
356<\/td>\nSECTION R610 STRUCTURAL INSULATED PANEL WALL CONSTRUCTION
FIGURE R610.4 SIP WALL PANEL <\/td>\n<\/tr>\n
358<\/td>\nTABLE R610.5(1) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ROOF ONLY (inches) <\/td>\n<\/tr>\n
359<\/td>\nTABLE R610.5(2) MINIMUM THICKNESS FOR SIP WALL SUPPORTING SIP OR LIGHT-FRAME ONE STORY AND ROOF ONLY (inches) <\/td>\n<\/tr>\n
360<\/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
361<\/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
362<\/td>\nFIGURE R610.5(5) SIP WALL-TO-WALL HANGING FLOOR FRAME CONNECTION
FIGURE R610.5.1 SIP WALL FRAMING CONFIGURATION <\/td>\n<\/tr>\n
363<\/td>\nFIGURE R610.5.2 SIP WALL TO CONCRETE SLAB FOR FOUNDATION WALL ATTACHMENT
FIGURE R610.5.4 SIP CORNER FRAMING DETAIL <\/td>\n<\/tr>\n
364<\/td>\nFIGURE R610.8 TYPICAL SIP WALL PANEL-TO-PANEL CONNECTION DETAILS
TABLE R610.8 MAXIMUM SPANS FOR 11 7\/8-INCH OR DEEPER SIP HEADERS <\/td>\n<\/tr>\n
366<\/td>\nCHAPTER 7 WALL COVERING
SECTION R701 GENERAL
SECTION R702 INTERIOR COVERING
TABLE R702.1(1) THICKNESS OF PLASTER <\/td>\n<\/tr>\n
367<\/td>\nTABLE R702.1(2) GYPSUM PLASTER PROPORTIONSa
TABLE R702.1(3) CEMENT PLASTER PROPORTIONS, PARTS BY VOLUME <\/td>\n<\/tr>\n
369<\/td>\nTABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS <\/td>\n<\/tr>\n
370<\/td>\nTABLE R702.3.6 SHEAR CAPACITY FOR HORIZONTAL WOOD-FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
TABLE R702.4.2 BACKER BOARD MATERIALS
SECTION R703 EXTERIOR COVERING <\/td>\n<\/tr>\n
371<\/td>\nTABLE R703.3(2) SCREW FASTENER SUBSTITUTION FOR SIDING ATTACHMENT TO COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION <\/td>\n<\/tr>\n
372<\/td>\nTABLE R703.3(1) SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
373<\/td>\nTABLE R703.3(1)\u2014continued SIDING MINIMUM ATTACHMENT AND MINIMUM THICKNESS <\/td>\n<\/tr>\n
374<\/td>\nTABLE R703.3.2 OPTIONAL SIDING ATTACHMENT SCHEDULE FOR FASTENERS WHERE NO STUD PENETRATION NECESSARY <\/td>\n<\/tr>\n
375<\/td>\nFIGURE R703.4(1) KICKOUT FLASHING
TABLE R703.6.1 MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS <\/td>\n<\/tr>\n
377<\/td>\nTABLE R703.6.3(1) SINGLE-COURSE SIDEWALL FASTENERS
TABLE R703.6.3(2) DOUBLE-COURSE SIDEWALL FASTENERS <\/td>\n<\/tr>\n
378<\/td>\nFIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
379<\/td>\nFIGURE R703.8\u2014continued TYPICAL MASONRY VENEER WALL DETAILSe <\/td>\n<\/tr>\n
380<\/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 D0, D1 AND D2 <\/td>\n<\/tr>\n
381<\/td>\nFIGURE R703.8.2.1 EXTERIOR MASONRY VENEER SUPPORT BY STEEL ANGLES
FIGURE R703.8.2.2 EXTERIOR MASONRY VENEER SUPPORT BY ROOF MEMBERS <\/td>\n<\/tr>\n
382<\/td>\nTABLE R703.8.3.1 ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER
TABLE R703.8.3.2 HEIGHT OF MASONRY VENEER ABOVE OPENING
FIGURE R703.8.3.2 MASONRY VENEER OPENING <\/td>\n<\/tr>\n
383<\/td>\nTABLE R703.8.4(1) TIE ATTACHMENT AND AIRSPACE REQUIREMENTS <\/td>\n<\/tr>\n
384<\/td>\nTABLE R703.8.4(2) REQUIRED BRICK TIE SPACING FOR DIRECT APPLICATION TO WOOD STRUCTURAL PANEL SHEATHING <\/td>\n<\/tr>\n
385<\/td>\nTABLE R703.11.2 ADJUSTED MINIMUM DESIGN WIND PRESSURE REQUIREMENT FOR VINYL SIDING <\/td>\n<\/tr>\n
387<\/td>\nTABLE R703.15.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
388<\/td>\nTABLE R703.15.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa
TABLE R703.16.1 CLADDING MINIMUM FASTENING REQUIREMENTS FOR DIRECT ATTACHMENT OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHT <\/td>\n<\/tr>\n
389<\/td>\nTABLE R703.16.2 FURRING MINIMUM FASTENING REQUIREMENTS FOR APPLICATION OVER FOAM PLASTIC SHEATHING TO SUPPORT CLADDING WEIGHTa <\/td>\n<\/tr>\n
390<\/td>\nCHAPTER 8 ROOF-CEILING CONSTRUCTION
SECTION R801 GENERAL
SECTION R802 WOOD ROOF FRAMING <\/td>\n<\/tr>\n
392<\/td>\nTABLE R802.4.1(1) RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
393<\/td>\nTABLE R802.4.1(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
394<\/td>\nTABLE R802.4.1(2) RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
395<\/td>\nTABLE R802.4.1(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
396<\/td>\nTABLE R802.4.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
397<\/td>\nTABLE R802.4.1(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
398<\/td>\nTABLE R802.4.1(4) RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
399<\/td>\nTABLE R802.4.1(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
400<\/td>\nTABLE R802.4.1(5) RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
401<\/td>\nTABLE R802.4.1(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
402<\/td>\nTABLE R802.4.1(6) RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
403<\/td>\nTABLE R802.4.1(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
404<\/td>\nTABLE R802.4.1(7) RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
405<\/td>\nTABLE R802.4.1(7)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
406<\/td>\nTABLE R802.4.1(8) RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
407<\/td>\nTABLE R802.4.1(8)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
408<\/td>\nFIGURE R802.4.5 BRACED RAFTER CONSTRUCTION <\/td>\n<\/tr>\n
409<\/td>\nTABLE R802.5.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
410<\/td>\nTABLE R802.5.1(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
411<\/td>\nTABLE R802.5.1(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
412<\/td>\nTABLE R802.5.1(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES <\/td>\n<\/tr>\n
413<\/td>\nTABLE R802.5.2 RAFTER\/CEILING JOIST HEEL JOINT CONNECTIONS <\/td>\n<\/tr>\n
414<\/td>\nFIGURE R802.7.1.1 RAFTER NOTCH <\/td>\n<\/tr>\n
415<\/td>\nFIGURE R802.7.1.2 CEILING JOIST TAPER CUT <\/td>\n<\/tr>\n
416<\/td>\nSECTION R803 ROOF SHEATHING
TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING <\/td>\n<\/tr>\n
417<\/td>\nTABLE R802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION <\/td>\n<\/tr>\n
418<\/td>\nTABLE R802.11\u2014continued RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND (ASD) (POUNDS PER CONNECTION) <\/td>\n<\/tr>\n
419<\/td>\nSECTION R804 COLD-FORMED STEEL ROOF FRAMING
FIGURE R804.1.2 IN-LINE FRAMING <\/td>\n<\/tr>\n
420<\/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
421<\/td>\nFIGURE R804.2.6.1 ROOF FRAMING MEMBER WEB HOLES <\/td>\n<\/tr>\n
422<\/td>\nFIGURE R804.2.6.3 ROOF FRAMING MEMBER WEB HOLE PATCH <\/td>\n<\/tr>\n
423<\/td>\nFIGURE R804.3 COLD-FORMED STEEL ROOF CONSTRUCTION
TABLE R804.3 ROOF FRAMING FASTENING SCHEDULEa <\/td>\n<\/tr>\n
424<\/td>\nTABLE R804.3.1.1(1) CEILING JOIST SPANS 10 PSF LIVE LOAD (NO ATTIC STORAGE) <\/td>\n<\/tr>\n
425<\/td>\nTABLE R804.3.1.1(2) CEILING JOIST SPANS 20 PSF LIVE LOAD (LIMITED ATTIC STORAGE)
TABLE R804.3.1.1(3) NUMBER OF SCREWS REQUIRED FOR CEILING JOIST TO ROOF RAFTER CONNECTIONa <\/td>\n<\/tr>\n
426<\/td>\nFIGURE R804.3.1.1 JOIST TO RAFTER CONNECTION
FIGURE R804.3.1.3(1) CEILING JOIST TOP FLANGE BRACING WITH C-SHAPED, TRACK OR COLD-ROLLED CHANNEL <\/td>\n<\/tr>\n
427<\/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
428<\/td>\nFIGURE R804.3.2.1.2 GABLE ENDWALL OVERHANG DETAILS <\/td>\n<\/tr>\n
429<\/td>\nTABLE R804.3.2.1(1) ROOF RAFTER SPANS
TABLE R804.3.2.1(2) BASIC DESIGN WIND SPEED TO EQUIVALENT SNOW LOAD CONVERSION <\/td>\n<\/tr>\n
430<\/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
431<\/td>\nFIGURE R804.3.5(1) ROOF OR CEILING OPENING <\/td>\n<\/tr>\n
432<\/td>\nFIGURE R804.3.5(2) HEADER TO TRIMMER CONNECTION
TABLE R804.3.7.1 REQUIRED LENGTHS FOR CEILING DIAPHRAGMS AT GABLE ENDWALLS GYPSUM BOARD SHEATHED, CEILING HEIGHT = 8 FEET <\/td>\n<\/tr>\n
433<\/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
434<\/td>\nFIGURE R804.3.7.2 ROOF BLOCKING DETAIL
SECTION R805 CEILING FINISHES
SECTION R806 ROOF VENTILATION <\/td>\n<\/tr>\n
435<\/td>\nSECTION R807 ATTIC ACCESS <\/td>\n<\/tr>\n
436<\/td>\nCHAPTER 9 ROOF ASSEMBLIES
SECTION R901 GENERAL
SECTION R902 FIRE CLASSIFICATION
SECTION R903 WEATHER PROTECTION
SECTION R904 MATERIALS <\/td>\n<\/tr>\n
437<\/td>\nSECTION R905 REQUIREMENTS FOR ROOF COVERINGS
TABLE R905.1.1(1) UNDERLAYMENT TYPES <\/td>\n<\/tr>\n
438<\/td>\nTABLE R905.1.1(2) UNDERLAYMENT APPLICATION
TABLE R905.1.1(3) UNDERLAYMENT ATTACHMENT <\/td>\n<\/tr>\n
439<\/td>\nTABLE R905.2.4.1 CLASSIFICATION OF ASPHALT ROOF SHINGLES <\/td>\n<\/tr>\n
440<\/td>\nTABLE R905.2.8.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
441<\/td>\nTABLE R905.3.7 CLAY AND CONCRETE TILE ATTACHMENT <\/td>\n<\/tr>\n
442<\/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
TABLE R905.7.5(2) NAIL REQUIREMENTS FOR WOOD SHAKES AND WOOD SHINGLES <\/td>\n<\/tr>\n
443<\/td>\nTABLE R905.8.5 WOOD SHAKE MATERIAL REQUIREMENTS <\/td>\n<\/tr>\n
444<\/td>\nTABLE R905.8.6 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE
TABLE R905.9.2 BUILT-UP ROOFING MATERIAL STANDARDS <\/td>\n<\/tr>\n
445<\/td>\nTABLE R905.10.3(1) METAL ROOF COVERING STANDARDS
TABLE R905.10.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
446<\/td>\nTABLE R905.11.2 MODIFIED BITUMEN ROOFING MATERIAL STANDARDS
TABLE R905.14.3 PROTECTIVE COATING MATERIAL STANDARDS <\/td>\n<\/tr>\n
447<\/td>\nSECTION R906 ROOF INSULATION
TABLE R906.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION R907 ROOFTOP-MOUNTED PHOTOVOLTAIC PANEL SYSTEMS
SECTION R908 REROOFING <\/td>\n<\/tr>\n
450<\/td>\nCHAPTER 10 CHIMNEYS AND FIREPLACES
SECTION R1001 MASONRY FIREPLACES <\/td>\n<\/tr>\n
451<\/td>\nTABLE R1001.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS <\/td>\n<\/tr>\n
452<\/td>\nFIGURE R1001.1 FIREPLACE AND CHIMNEY DETAILS <\/td>\n<\/tr>\n
453<\/td>\nFIGURE R1001.11 CLEARANCE FROM COMBUSTIBLES
SECTION R1002 MASONRY HEATERS <\/td>\n<\/tr>\n
454<\/td>\nSECTION R1003 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
456<\/td>\nTABLE R1003.14(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa
TABLE R1003.14(2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES <\/td>\n<\/tr>\n
457<\/td>\nFIGURE R1003.15.2 FLUE SIZES FOR MASONRY CHIMNEYS <\/td>\n<\/tr>\n
458<\/td>\nFIGURE R1003.18 CLEARANCE FROM COMBUSTIBLES
FIGURE R1003.20 CHIMNEY CRICKET
TABLE R1003.20 CRICKET DIMENSIONS
SECTION R1004 FACTORY-BUILT FIREPLACES <\/td>\n<\/tr>\n
459<\/td>\nSECTION R1005 FACTORY-BUILT CHIMNEYS
SECTION R1006 EXTERIOR AIR SUPPLY <\/td>\n<\/tr>\n
460<\/td>\nCHAPTER 11 ENERGY EFFICIENCY
PART I\u2014ENERGY CONSERVATION
SECTION N1101 SCOPE
TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS <\/td>\n<\/tr>\n
461<\/td>\nTABLE N1101.1(1) PRESCRIPTIVE ENVELOPE REQUIREMENTSa <\/td>\n<\/tr>\n
462<\/td>\nTABLE N1101.1(2) ADDITIONAL MEASURES
TABLE N1101.3 SMALL ADDITION ADDITIONAL MEASURES (select one) <\/td>\n<\/tr>\n
463<\/td>\nSECTION N1102 DEFINITIONS <\/td>\n<\/tr>\n
464<\/td>\nSECTION N1103 ALTERNATIVE SYSTEMS
SECTION N1104 EXTERIOR ENVELOPE REQUIREMENTS <\/td>\n<\/tr>\n
466<\/td>\nTABLE N1104.1(1) RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS <\/td>\n<\/tr>\n
467<\/td>\nTABLE N1104.1(2) APPROVED DEFAULT U-FACTORS <\/td>\n<\/tr>\n
469<\/td>\nTABLE N1104.8 AIR BARRIER INSTALLATION AND AIR SEALING REQUIREMENTS
SECTION N1105 HEATING, VENTILATING AND AIR-CONDITIONING SYSTEMS <\/td>\n<\/tr>\n
470<\/td>\nSECTION N1106 PIPING INSULATION
SECTION N1107 LIGHTING <\/td>\n<\/tr>\n
471<\/td>\nSECTION N1108 PLUMBING FIXTURE EFFICIENCY
PART II\u2014ALTERNATIVE SYSTEMS ANALYSIS
SECTION NA1109 ALTERNATIVE SYSTEMS ANALYSIS
TABLE NA1109.2 BASIS FOR COMPARISON <\/td>\n<\/tr>\n
472<\/td>\nTABLE NA1109.2.2 THERMOSTAT SETTINGS <\/td>\n<\/tr>\n
474<\/td>\nPART V\u2014MECHANICAL
CHAPTER 12 MECHANICAL ADMINISTRATION
SECTION M1201 GENERAL
SECTION M1202 EXISTING MECHANICAL SYSTEMS <\/td>\n<\/tr>\n
476<\/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
477<\/td>\nSECTION M1306 CLEARANCES FROM COMBUSTIBLE CONSTRUCTION <\/td>\n<\/tr>\n
478<\/td>\nSECTION M1307 APPLIANCE INSTALLATION <\/td>\n<\/tr>\n
479<\/td>\nTABLE M1306.2 REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
480<\/td>\nFIGURE M1306.1 REDUCED CLEARANCE DIAGRAM
FIGURE M1306.2 WALL PROTECTOR CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
481<\/td>\nFIGURE M1307.3.1 TYPICAL MOTOR VEHICLE IMPACT PROTECTION <\/td>\n<\/tr>\n
482<\/td>\nSECTION M1308 MECHANICAL SYSTEMS INSTALLATION
SECTION M1309 PIPING SUPPORT <\/td>\n<\/tr>\n
483<\/td>\nTABLE M1309.4 HANGER SPACING INTERVALS <\/td>\n<\/tr>\n
484<\/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
485<\/td>\nSECTION M1407 DUCT HEATERS
SECTION M1408 VENTED FLOOR FURNACES <\/td>\n<\/tr>\n
486<\/td>\nSECTION M1409 VENTED WALL FURNACES
SECTION M1410 VENTED ROOM HEATERS
SECTION M1411 HEATING AND COOLING EQUIPMENT <\/td>\n<\/tr>\n
487<\/td>\nSECTION M1412 ABSORPTION COOLING EQUIPMENT <\/td>\n<\/tr>\n
488<\/td>\nSECTION M1413 EVAPORATIVE COOLING EQUIPMENT
SECTION M1414 FIREPLACE STOVES
SECTION M1415 MASONRY HEATERS <\/td>\n<\/tr>\n
490<\/td>\nCHAPTER 15 EXHAUST SYSTEMS
SECTION M1501 GENERAL
SECTION M1502 CLOTHES DRYER EXHAUST <\/td>\n<\/tr>\n
491<\/td>\nTABLE M1502.4.5.1 DRYER EXHAUST DUCT FITTING EQUIVALENT LENGTH
SECTION M1503 DOMESTIC COOKING EXHAUST EQUIPMENT <\/td>\n<\/tr>\n
492<\/td>\nSECTION M1504 EXHAUST DUCTS AND EXHAUST OPENINGS
TABLE M1504.2 PRESCRIPTIVE EXHAUST DUCT SIZING <\/td>\n<\/tr>\n
493<\/td>\nSECTION M1505 MECHANICAL VENTILATION
EQUATION 15-1
TABLE M1505.4.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS
TABLE M1505.4.3(2) INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS <\/td>\n<\/tr>\n
494<\/td>\nTABLE M1505.5 EXHAUST RATES FOR RESIDENTIAL DWELLINGS <\/td>\n<\/tr>\n
496<\/td>\nCHAPTER 16 DUCT SYSTEMS
SECTION M1601 DUCT CONSTRUCTION <\/td>\n<\/tr>\n
497<\/td>\nTABLE M1601.1.1 DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESS FOR SINGLE DWELLING UNITSa <\/td>\n<\/tr>\n
498<\/td>\nSECTION M1602 RETURN AIR <\/td>\n<\/tr>\n
499<\/td>\nSECTION M1603 SMOKE AND FIRE DAMPER <\/td>\n<\/tr>\n
500<\/td>\nCHAPTER 17 COMBUSTION AIR
SECTION M1701 GENERAL <\/td>\n<\/tr>\n
502<\/td>\nCHAPTER 18 CHIMNEYS AND VENTS
SECTION M1801 GENERAL <\/td>\n<\/tr>\n
503<\/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
504<\/td>\nSECTION M1804 VENTS
TABLE M1804.1 VENT SELECTION CHART <\/td>\n<\/tr>\n
505<\/td>\nSECTION M1805 MASONRY AND FACTORY-BUILT CHIMNEYS <\/td>\n<\/tr>\n
506<\/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
507<\/td>\nSECTION M1905 STATIONARY FUEL CELL POWER PLANTS
SECTION M1906 GASEOUS HYDROGEN SYSTEMS <\/td>\n<\/tr>\n
508<\/td>\nCHAPTER 20 BOILERS AND WATER HEATERS
SECTION M2001 BOILERS
SECTION M2002 OPERATING AND SAFETY CONTROLS
SECTION M2003 EXPANSION TANKS <\/td>\n<\/tr>\n
509<\/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
510<\/td>\nCHAPTER 21 HYDRONIC PIPING
SECTION M2101 HYDRONIC PIPING SYSTEMS INSTALLATION
SECTION M2102 BASEBOARD CONVECTORS
SECTION M2103 FLOOR HEATING SYSTEMS <\/td>\n<\/tr>\n
511<\/td>\nTABLE M2101.1 HYDRONIC PIPING AND FITTING MATERIALS <\/td>\n<\/tr>\n
512<\/td>\nSECTION M2104 LOW TEMPERATURE PIPING
SECTION M2105 GROUND-SOURCE HEAT-PUMP SYSTEM LOOP PIPING <\/td>\n<\/tr>\n
513<\/td>\nTABLE M2105.4 GROUND-SOURCE LOOP PIPE
TABLE M2105.5 GROUND-SOURCE LOOP PIPE FITTINGS <\/td>\n<\/tr>\n
516<\/td>\nCHAPTER 22 SPECIAL PIPING AND STORAGE SYSTEMS
SECTION M2201 OIL TANKS
SECTION M2202 OIL PIPING, FITTING AND CONNECTIONS
SECTION M2203 INSTALLATION
SECTION M2204 OIL PUMPS AND VALVES <\/td>\n<\/tr>\n
518<\/td>\nCHAPTER 23 SOLAR ENERGY SYSTEMS
SECTION M2301 SOLAR THERMAL ENERGY SYSTEMS <\/td>\n<\/tr>\n
519<\/td>\nSECTION M2302 PHOTOVOLTAIC SYSTEMS <\/td>\n<\/tr>\n
520<\/td>\nPART VI\u2014FUEL GAS
CHAPTER 24 FUEL GAS
SECTION G2401 GENERAL
SECTION G2402 GENERAL
SECTION G2403 GENERAL DEFINITIONS <\/td>\n<\/tr>\n
526<\/td>\nSECTION G2404 GENERAL
SECTION G2405 STRUCTURAL SAFETY
SECTION G2406 APPLIANCE LOCATION <\/td>\n<\/tr>\n
527<\/td>\nSECTION G2407 COMBUSTION, VENTILATION AND DILUTION AIR
EQUATION 24-1
EQUATION 24-2 <\/td>\n<\/tr>\n
528<\/td>\nFIGURE G2407.5.3 ALL AIR FROM INSIDE THE BUILDING
FIGURE G2407.6.1(1) ALL AIR FROM OUTDOORS\u2014INLET AIR FROM VENTILATED CRAWL SPACE AND OUTLET AIR TO VENTILATED ATTIC
FIGURE G2407.6.1(2) ALL AIR FROM OUTDOORS THROUGH VENTILATED ATTIC <\/td>\n<\/tr>\n
529<\/td>\nFIGURE G2407.6.1(3) ALL AIR FROM OUTDOORS
FIGURE G2407.6.2 SINGLE COMBUSTION AIR OPENING, ALL AIR FROM OUTDOORS <\/td>\n<\/tr>\n
530<\/td>\nSECTION G2408 INSTALLATION
SECTION G2409 CLEARANCE REDUCTION <\/td>\n<\/tr>\n
531<\/td>\nFIGURE G2409.2(1) EXTENT OF PROTECTION NECESSARY TO REDUCE CLEARANCES FROM GAS EQUIPMENT OR VENT CONNECTORS <\/td>\n<\/tr>\n
532<\/td>\nFIGURE G2409.2(2) WALL PROTECTOR CLEARANCE REDUCTION SYSTEM
FIGURE G2409.2(3) MASONRY CLEARANCE REDUCTION SYSTEM <\/td>\n<\/tr>\n
533<\/td>\nTABLE G2409.2a through k REDUCTION OF CLEARANCES WITH SPECIFIED FORMS OF PROTECTION <\/td>\n<\/tr>\n
534<\/td>\nSECTION G2410 ELECTRICAL
SECTION G2411 ELECTRICAL BONDING
SECTION G2412 GENERAL
SECTION G2413 PIPE SIZING <\/td>\n<\/tr>\n
535<\/td>\nEQUATION 24-3
EQUATION 24-4
TABLE G2413.4 Cr AND Y VALUES FOR NATURAL GAS AND UNDILUTED PROPANE AT STANDARD CONDITIONS
SECTION G2414 PIPING MATERIALS <\/td>\n<\/tr>\n
536<\/td>\nTABLE G2413.4(1) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
537<\/td>\nTABLE G2413.4(2) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
538<\/td>\nTABLE G2413.4(3) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
539<\/td>\nTABLE G2413.4(4) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
540<\/td>\nTABLE G2413.4(5) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
541<\/td>\nTABLE G2413.4(6) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
542<\/td>\nTABLE G2413.4(7) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
543<\/td>\nTABLE G2413.4(8) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
544<\/td>\nTABLE G2413.4(9) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
545<\/td>\nTABLE G2413.4(10) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
546<\/td>\nTABLE G2413.4(11) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
547<\/td>\nTABLE G2413.4(12) SCHEDULE 40 METALLIC PIPE <\/td>\n<\/tr>\n
548<\/td>\nTABLE G2413.4(13) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
549<\/td>\nTABLE G2413.4(14) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
550<\/td>\nTABLE G2413.4(15) SEMIRIGID COPPER TUBING <\/td>\n<\/tr>\n
551<\/td>\nTABLE G2413.4(16) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
552<\/td>\nTABLE G2413.4(17) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
553<\/td>\nTABLE G2413.4(18) CORRUGATED STAINLESS STEEL TUBING (CSST) <\/td>\n<\/tr>\n
554<\/td>\nTABLE G2413.4(19) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
555<\/td>\nTABLE G2413.4(20) POLYETHYLENE PLASTIC PIPE <\/td>\n<\/tr>\n
556<\/td>\nTABLE G2413.4(21) POLYETHYLENE PLASTIC TUBING <\/td>\n<\/tr>\n
557<\/td>\nTABLE G2414.9.2 SPECIFICATIONS FOR THREADING METALLIC PIPE <\/td>\n<\/tr>\n
558<\/td>\nSECTION G2415 PIPING SYSTEM INSTALLATION <\/td>\n<\/tr>\n
561<\/td>\nSECTION G2416 PIPING BENDS AND CHANGES IN DIRECTION
SECTION G2417 INSPECTION, TESTING AND PURGING <\/td>\n<\/tr>\n
562<\/td>\nSECTION G2418 PIPING SUPPORT
SECTION G2419 DRIPS AND SLOPED PIPING
FIGURE G2419.4 METHOD OF INSTALLING A TEE FITTING SEDIMENT TRAP <\/td>\n<\/tr>\n
563<\/td>\nSECTION G2420 SHUTOFF VALVES
TABLE G2420.1.1 MANUAL GAS VALVE STANDARDS
SECTION G2421 FLOW CONTROLS <\/td>\n<\/tr>\n
564<\/td>\nSECTION G2422 APPLIANCE CONNECTIONS <\/td>\n<\/tr>\n
565<\/td>\nSECTION G2423 COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-DISPENSING FACILITIES
SECTION G2424 PIPING SUPPORT INTERVALS
TABLE G2424.1 SUPPORT OF PIPING
SECTION G2425 GENERAL <\/td>\n<\/tr>\n
566<\/td>\nSECTION G2426 VENTS <\/td>\n<\/tr>\n
567<\/td>\nSECTION G2427 VENTING OF APPLIANCES <\/td>\n<\/tr>\n
568<\/td>\nTABLE G2427.4 TYPE OF VENTING SYSTEM TO BE USED <\/td>\n<\/tr>\n
570<\/td>\nFIGURE G2427.6.4 TERMINATION LOCATIONS FOR GAS VENTS WITH LISTED CAPS 12 INCHES OR LESS IN SIZE NOT LESS THAN 8 FEET FROM A VERTICAL WALL <\/td>\n<\/tr>\n
572<\/td>\nTABLE G2427.8 THROUGH-THE-WALL, DIRECT-VENT TERMINATION CLEARANCES <\/td>\n<\/tr>\n
573<\/td>\nTABLE G2427.10.2.4 MINIMUM THICKNESS FOR GALVANIZED STEEL VENT CONNECTORS FOR LOW-HEAT APPLIANCES <\/td>\n<\/tr>\n
574<\/td>\nTABLE G2427.10.5 (503.10.5) CLEARANCES FOR CONNECTORSa <\/td>\n<\/tr>\n
575<\/td>\nSECTION G2428 SIZING OF CATEGORY I APPLIANCE VENTING SYSTEMS <\/td>\n<\/tr>\n
576<\/td>\nTABLE G2428.2(1) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
577<\/td>\nTABLE G2428.2(1)\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
578<\/td>\nTABLE G2428.2(2) TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
579<\/td>\nTABLE G2428.2(2)\u2014continued TYPE B DOUBLE-WALL GAS VENT <\/td>\n<\/tr>\n
581<\/td>\nTABLE G2428.3.2 MAXIMUM VENT CONNECTOR LENGTH <\/td>\n<\/tr>\n
582<\/td>\nTABLE G2428.3(1) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
583<\/td>\nTABLE G2428.3(2) TYPE B DOUBLE-WALL VENT <\/td>\n<\/tr>\n
584<\/td>\nTABLE G2428.3(3) MASONRY CHIMNEY <\/td>\n<\/tr>\n
585<\/td>\nTABLE G2428.3(4) MASONRY CHIMNEY <\/td>\n<\/tr>\n
587<\/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
SECTION G2433 LOG LIGHTERS
SECTION G2434 VENTED GAS FIREPLACES (DECORATIVE APPLIANCES) <\/td>\n<\/tr>\n
588<\/td>\nSECTION G2435 VENTED GAS FIREPLACE HEATERS
SECTION G2436 VENTED WALL FURNACES
SECTION G2437 FLOOR FURNACES
SECTION G2438 CLOTHES DRYERS
SECTION G2439 ENGINE AND GAS TURBINE-POWERED EQUIPMENT <\/td>\n<\/tr>\n
589<\/td>\nSECTION G2440 SAUNA HEATERS
SECTION G2441 POOL AND SPA HEATERS
SECTION G2442 FORCED-AIR WARM-AIR FURNACES <\/td>\n<\/tr>\n
590<\/td>\nSECTION G2443 CONVERSION BURNERS
SECTION G2444 UNIT HEATERS
SECTION G2445 UNVENTED ROOM HEATERS
SECTION G2446 VENTED ROOM HEATERS <\/td>\n<\/tr>\n
591<\/td>\nSECTION G2447 COOKING APPLIANCES
SECTION G2448 WATER HEATERS
SECTION G2449 AIR-CONDITIONING APPLIANCES
SECTION G2450 ILLUMINATING APPLIANCES <\/td>\n<\/tr>\n
592<\/td>\nSECTION G2451 INFRARED RADIANT HEATERS
SECTION G2452 CHIMNEY DAMPER OPENING AREA
TABLE G2452.1 FREE OPENING AREA OF CHIMNEY DAMPER FOR VENTING FLUE GASES FROM UNLISTED DECORATIVE APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES
SECTION G2453 OUTDOOR DECORATIVE APPLIANCES <\/td>\n<\/tr>\n
594<\/td>\nRESIDENTIAL PLUMBING CHAPTERS 25-33 <\/td>\n<\/tr>\n
596<\/td>\nRESIDENTIAL ELECTRICAL CHAPTERS 34-42
CHAPTER 43 LOW-RISE APARTMENTS <\/td>\n<\/tr>\n
598<\/td>\nPART IX\u2014REFERENCED STANDARDS
CHAPTER 44 REFERENCED STANDARDS
AAMA
ACCA
ACI <\/td>\n<\/tr>\n
599<\/td>\nAISI
ANCE
ANSI <\/td>\n<\/tr>\n
601<\/td>\nAPA
ASCE\/SEI <\/td>\n<\/tr>\n
602<\/td>\nASHRAE
ASME
ASTM <\/td>\n<\/tr>\n
613<\/td>\nAWC
AWPA
AWS <\/td>\n<\/tr>\n
614<\/td>\nAWWA
CEN
CPA
CPSC
CSA <\/td>\n<\/tr>\n
615<\/td>\nCSSB
DOC
DOTn
FEMA
FM <\/td>\n<\/tr>\n
616<\/td>\nGA
HPVA
ICC
ISO
MSS
NAIMA <\/td>\n<\/tr>\n
617<\/td>\nNFPA
NFRC
NSF <\/td>\n<\/tr>\n
618<\/td>\nPCA
SBCA
SMACNA
TMS
TPI <\/td>\n<\/tr>\n
619<\/td>\nUL <\/td>\n<\/tr>\n
621<\/td>\nULC
WDMA
WMA <\/td>\n<\/tr>\n
622<\/td>\nAPPENDIX A SIZING AND CAPACITIES OF GAS PIPING <\/td>\n<\/tr>\n
624<\/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 <\/td>\n<\/tr>\n
626<\/td>\nAPPENDIX 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 <\/td>\n<\/tr>\n
630<\/td>\nAPPENDIX E MANUFACTURED HOUSING USED AS DWELLINGS
SECTION AE101 ANCHORAGE INSTALLATIONS
SECTION AE102 TIES, MATERIALS AND INSTALLATION <\/td>\n<\/tr>\n
632<\/td>\nAPPENDIX F RADON CONTROL METHODS
SECTION AF101 SCOPE
SECTION AF102 DEFINITIONS
SECTION AF103 REQUIREMENTS <\/td>\n<\/tr>\n
635<\/td>\nFIGURE AF103(1) RADON-RESISTANT CONSTRUCTION DETAILS FOR BASEMENT FOUNDATIONS <\/td>\n<\/tr>\n
636<\/td>\nFIGURE AF103(2) RADON-RESISTANT CONSTRUCTION FOR CRAWL SPACE FOUNDATIONS <\/td>\n<\/tr>\n
637<\/td>\nFIGURE AF103(3) RADON-RESISTANT CONSTRUCTION COMBINATION BASEMENT\/CRAWL SPACE FOUNDATIONS <\/td>\n<\/tr>\n
638<\/td>\nAPPENDIX G PIPING STANDARDS FOR VARIOUS APPLICATIONS <\/td>\n<\/tr>\n
640<\/td>\nAPPENDIX H PATIO COVERS
SECTION AH101 GENERAL
SECTION AH102 DEFINITION
SECTION AH103 EXTERIOR WALLS AND OPENINGS
SECTION AH104 HEIGHT
SECTION AH105 STRUCTURAL PROVISIONS <\/td>\n<\/tr>\n
642<\/td>\nAPPENDIX I PRIVATE SEWAGE DISPOSAL <\/td>\n<\/tr>\n
644<\/td>\nAPPENDIX J EXISTING BUILDINGS AND STRUCTURES <\/td>\n<\/tr>\n
646<\/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
648<\/td>\nAPPENDIX L PERMIT FEES <\/td>\n<\/tr>\n
650<\/td>\nAPPENDIX M HOME DAY CARE\u2014R-3 OCCUPANCY <\/td>\n<\/tr>\n
652<\/td>\nAPPENDIX N VENTING METHODS <\/td>\n<\/tr>\n
654<\/td>\nAPPENDIX O AUTOMATIC VEHICULAR GATES <\/td>\n<\/tr>\n
656<\/td>\nAPPENDIX P SIZING OF WATER PIPING SYSTEM <\/td>\n<\/tr>\n
658<\/td>\nAPPENDIX Q TINY HOUSES <\/td>\n<\/tr>\n
660<\/td>\nAPPENDIX R LIGHT STRAW-CLAY CONSTRUCTION
SECTION AR101 GENERAL
SECTION AR102 DEFINITIONS
SECTION AR103 NONBEARING LIGHT STRAW-CLAY CONSTRUCTION <\/td>\n<\/tr>\n
661<\/td>\nTABLE AR103.2.3 REQUIREMENTS AND PROPERTIES OF LIGHT STRAW-CLAY MIXTURESa
FIGURE AR103.2.4(1) LIGHT STRAW-CLAY WALL WITH LARSEN TRUSSES
FIGURE AR103.2.4(2) LIGHT STRAW-CLAY WALL SINGLE STUD WIDTH <\/td>\n<\/tr>\n
662<\/td>\nFIGURE AR103.2.4(3) LIGHT STRAW-CLAY WALL WITH BLIND STUDS
SECTION AR104 THERMAL PERFORMANCE <\/td>\n<\/tr>\n
663<\/td>\nSECTION AR105 REFERENCED STANDARDS <\/td>\n<\/tr>\n
664<\/td>\nAPPENDIX S STRAWBALE CONSTRUCTION
SECTION AS101 GENERAL
SECTION AS102 DEFINITIONS
SECTION AS103 BALES <\/td>\n<\/tr>\n
665<\/td>\nFIGURE AS101.1 TYPICAL STRAWBALE WALL SYSTEMS
FIGURE AS102.1 BALE ORIENTATIONS <\/td>\n<\/tr>\n
666<\/td>\nFIGURE AS103.2 APPROXIMATE DIMENSIONS OF COMMON STRAW BALES
SECTION AS104 FINISHES <\/td>\n<\/tr>\n
667<\/td>\nSECTION AS105 STRAWBALE WALLS\u2014GENERAL <\/td>\n<\/tr>\n
668<\/td>\nFIGURE AS105.1(1) TYPICAL BASE OF PLASTERED STRAWBALE WALL ON CONCRETE SLAB AND FOOTING <\/td>\n<\/tr>\n
669<\/td>\nFIGURE AS105.1(2) TYPICAL BASE OF PLASTERED STRAWBALE WALL OVER RAISED FLOOR <\/td>\n<\/tr>\n
670<\/td>\nFIGURE AS105.1(3) TYPICAL TOP OF LOAD-BEARING STRAWBALE WALL
FIGURE AS105.1(4) TYPICAL TOP OF POST-AND-BEAM WALL WITH PLASTERED STRAWBALE INFILL <\/td>\n<\/tr>\n
671<\/td>\nTABLE AS105.4 OUT-OF-PLANE RESISTANCE METHODS AND UNRESTRAINED WALL DIMENSION LIMITS <\/td>\n<\/tr>\n
672<\/td>\nSECTION AS106 STRAWBALE WALLS\u2014STRUCTURAL <\/td>\n<\/tr>\n
673<\/td>\nTABLE AS106.6.1 MINIMUM COMPRESSIVE STRENGTH FOR PLASTERS ON STRUCTURAL WALLS <\/td>\n<\/tr>\n
674<\/td>\nEQUATION AS-1
TABLE AS106.12 ALLOWABLE SUPERIMPOSED VERTICAL LOADS (LBS\/FOOT) FOR PLASTERED LOAD-BEARING STRAWBALE WALLS <\/td>\n<\/tr>\n
675<\/td>\nTABLE AS106.13(1) PLASTERED STRAWBALE BRACED WALL PANEL TYPES
SECTION AS107 FIRE RESISTANCE <\/td>\n<\/tr>\n
676<\/td>\nTABLE AS106.13(2) BRACING REQUIREMENTS FOR STRAWBALE-BRACED WALL PANELS BASED ON WIND SPEED <\/td>\n<\/tr>\n
677<\/td>\nTABLE AS106.13(3) BRACING REQUIREMENTS FOR STRAWBALE-BRACED WALL PANELS BASED ON SEISMIC DESIGN CATEGORY
SECTION AS108 THERMAL INSULATION <\/td>\n<\/tr>\n
678<\/td>\nSECTION AS109 REFERENCED STANDARDS <\/td>\n<\/tr>\n
680<\/td>\nAPPENDIX T [RE] SOLAR-READY PROVISIONS\u2014DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES <\/td>\n<\/tr>\n
682<\/td>\nINDEX <\/td>\n<\/tr>\n
700<\/td>\nHELPFUL TOOLS FOR YOUR RESIDENTIAL CODE <\/td>\n<\/tr>\n
701<\/td>\nICC ASSESSMENT CENTER <\/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>\n2021<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":384876,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2730],"product_tag":[],"class_list":{"0":"post-384871","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\/384871","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\/384876"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=384871"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=384871"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=384871"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}