{"id":8560,"date":"2024-10-16T19:30:53","date_gmt":"2024-10-16T19:30:53","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/mi-buildingcode-06-2006\/"},"modified":"2024-10-24T11:03:41","modified_gmt":"2024-10-24T11:03:41","slug":"mi-buildingcode-06-2006","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/mi\/mi-buildingcode-06-2006\/","title":{"rendered":"MI BuildingCode 06 2006"},"content":{"rendered":"

This is a fully integrated custom code based on the 2006 International Building Code<\/em>.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n2006 MICHIGAN BUILDING CODE <\/td>\n<\/tr>\n
2<\/td>\n2006 MICHIGAN BUILDING CODE TITLE PAGE <\/td>\n<\/tr>\n
3<\/td>\nINTRODUCTION <\/td>\n<\/tr>\n
4<\/td>\nCOPYRIGHT\u00ae <\/td>\n<\/tr>\n
5<\/td>\nPREFACE <\/td>\n<\/tr>\n
7<\/td>\nSAMPLE ORDINANCE <\/td>\n<\/tr>\n
9<\/td>\nTABLE OF CONTENTS <\/td>\n<\/tr>\n
15<\/td>\nCHAPTER 1 – ADMINISTRATION
SECTION 101 GENERAL
SECTION 102 APPLICABILITY <\/td>\n<\/tr>\n
16<\/td>\nSECTION 103 DEPARTMENT OF BUILDING SAFETY
SECTION 104 DUTIES AND POWERS OF BUILDING OFFICIAL <\/td>\n<\/tr>\n
17<\/td>\nSECTION 105 PERMITS <\/td>\n<\/tr>\n
19<\/td>\nSECTION 106 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
20<\/td>\nSECTION 107 TEMPORARY STRUCTURES AND USES
SECTION 108 FEES
SECTION 109 INSPECTIONS <\/td>\n<\/tr>\n
21<\/td>\nSECTION 110 CERTIFICATE OF OCCUPANCY <\/td>\n<\/tr>\n
22<\/td>\nSECTION 111 SERVICE UTILITIES
SECTION 112 BOARD OF APPEALS
SECTION 113 VIOLATIONS
SECTION 114 STOP WORK ORDER
SECTION 115 UNSAFE STRUCTURES AND EQUIPMENT <\/td>\n<\/tr>\n
25<\/td>\nCHAPTER 2 – DEFINITIONS
SECTION 201 GENERAL
SECTION 202 DEFINITIONS <\/td>\n<\/tr>\n
37<\/td>\nCHAPTER 3 –
\nUSE AND OCCUPANCY CLASSIFICATION
SECTION 301 GENERAL
SECTION 302 CLASSIFICATION
SECTION 303 ASSEMBLY GROUP A <\/td>\n<\/tr>\n
38<\/td>\nSECTION 304 BUSINESS GROUP B
SECTION 305 EDUCATIONAL GROUP E
SECTION 306 FACTORY GROUP F <\/td>\n<\/tr>\n
39<\/td>\nSECTION 307 HIGH-HAZARD GROUP H <\/td>\n<\/tr>\n
41<\/td>\n[F] TABLE 307.1(1) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
42<\/td>\n[F] TABLE 307.1(1)\u2014continued MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS POSING A PHYSICAL HAZARDa, j, m, n, p <\/td>\n<\/tr>\n
43<\/td>\n[F] TABLE 307.1(2) MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIAL POSING A HEALTH HAZARDa, b, c, j <\/td>\n<\/tr>\n
47<\/td>\nSECTION 308 INSTITUTIONAL GROUP I <\/td>\n<\/tr>\n
48<\/td>\nSECTION 309 MERCANTILE GROUP M
SECTION 310 RESIDENTIAL GROUP R <\/td>\n<\/tr>\n
49<\/td>\nSECTION 311 STORAGE GROUP S
SECTION 312 UTILITY AND MISCELLANEOUS GROUP U <\/td>\n<\/tr>\n
51<\/td>\nCHAPTER 4 –
\nSPECIAL DETAILED REQUIREMENTS BASED
\nON USE AND OCCUPANCY
SECTION 401 SCOPE
SECTION 402 COVERED MALL BUILDINGS
(EQUATION 4-1) <\/td>\n<\/tr>\n
54<\/td>\nSECTION 403 HIGH-RISE BUILDINGS <\/td>\n<\/tr>\n
55<\/td>\nSECTION 404 ATRIUMS <\/td>\n<\/tr>\n
56<\/td>\nSECTION 405 UNDERGROUND BUILDINGS <\/td>\n<\/tr>\n
57<\/td>\nSECTION 406 MOTOR-VEHICLE-RELATED OCCUPANCIES <\/td>\n<\/tr>\n
59<\/td>\nTABLE 406.3.5 OPEN PARKING GARAGES AREA AND HEIGHT <\/td>\n<\/tr>\n
60<\/td>\nSECTION 407 GROUP I-2 <\/td>\n<\/tr>\n
62<\/td>\nSECTION 408 GROUP I-3 <\/td>\n<\/tr>\n
63<\/td>\nSECTION 409 MOTION PICTURE PROJECTION ROOMS <\/td>\n<\/tr>\n
64<\/td>\nSECTION 410 STAGES AND PLATFORMS <\/td>\n<\/tr>\n
66<\/td>\nSECTION 411 SPECIAL AMUSEMENT BUILDINGS <\/td>\n<\/tr>\n
67<\/td>\nSECTION 412 AIRCRAFT-RELATED OCCUPANCIES
TABLE 412.1.2 HEIGHT AND AREA LIMITATIONS FOR AIRPORTTRAFFIC CONTROL TOWERS <\/td>\n<\/tr>\n
68<\/td>\nSECTION 413 COMBUSTIBLE STORAGE <\/td>\n<\/tr>\n
69<\/td>\nSECTION 414 HAZARDOUS MATERIALS
[F] TABLE 414.2.2 DESIGN AND NUMBER OF CONTROL AREAS <\/td>\n<\/tr>\n
70<\/td>\n[F] TABLE 414.2.5(1) MAXIMUM ALLOWABLE QUANTITY PER INDOOR AND OUTDOOR CONTROL AREA IN GROUP M AND S OCCUPANCIES NONFLAMMABLE SOLIDS AND NONFLAMMABLE AND NONCOMBUSTIBLE LIQUIDSd,e,f <\/td>\n<\/tr>\n
71<\/td>\nTABLE [F] 414.2.5(2) MAXIMUM ALLOWABLE QUANTITY OF FLAMMABLE AND COMBUSTIBLE LIQUIDS IN WHOLESALE AND RETAIL SALES OCCUPANCIES PER CONTROL AREAa <\/td>\n<\/tr>\n
72<\/td>\n[F] TABLE 414.5.1 EXPLOSION CONTROL REQUIREMENTSa <\/td>\n<\/tr>\n
73<\/td>\nSECTION 415 GROUPS H-1, H-2, H-3, H-4 AND H-5 <\/td>\n<\/tr>\n
75<\/td>\n[F] TABLE 415.3.1 MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
76<\/td>\nTABLE 415.3.1\u2014continued MINIMUM SEPARATION DISTANCES FOR BUILDINGS CONTAINING EXPLOSIVE MATERIALS <\/td>\n<\/tr>\n
77<\/td>\n[F] TABLE 415.3.2 REQUIRED DETACHED STORAGE <\/td>\n<\/tr>\n
79<\/td>\n[F] TABLE 415.8.2.1.1 QUANTITY LIMITS FOR HAZARDOUS MATERIALS IN A SINGLE FABRICATION AREA IN GROUP H-5a <\/td>\n<\/tr>\n
84<\/td>\nSECTION 416 APPLICATION OF FLAMMABLE FINISHES
SECTION 417 DRYING ROOMS <\/td>\n<\/tr>\n
85<\/td>\nSECTION 418 ORGANIC COATINGS
SECTION 419 GROUP I-1, R-1, R-2, R-3
SECTION 420 HYDROGEN CUTOFF ROOMS <\/td>\n<\/tr>\n
87<\/td>\nCHAPTER 5 –
\nGENERAL BUILDING HEIGHTS AND AREAS
SECTION 501 GENERAL
SECTION 502 DEFINITIONS
SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONS
SECTION 504 HEIGHT <\/td>\n<\/tr>\n
88<\/td>\nTABLE 503 ALLOWABLE HEIGHT AND BUILDING AREAS Height limitations shown as stories and feet above grade plane. Area limitations as determined by the definition of \u201cArea, building,\u201d\u009d per story <\/td>\n<\/tr>\n
89<\/td>\nSECTION 505 MEZZANINES <\/td>\n<\/tr>\n
90<\/td>\nSECTION 506 AREA MODIFICATIONS
(EQUATION 5-1)
(EQUATION 5-2) <\/td>\n<\/tr>\n
91<\/td>\nSECTION 507 UNLIMITED AREA BUILDINGS <\/td>\n<\/tr>\n
92<\/td>\nSECTION 508 MIXED USE AND OCCUPANCY
TABLE 508.2 INCIDENTAL USE AREAS <\/td>\n<\/tr>\n
93<\/td>\nTABLE 508.3.3 REQUIRED SEPARATION OF OCCUPANCIES (HOURS) <\/td>\n<\/tr>\n
94<\/td>\nSECTION 509 SPECIAL PROVISIONS <\/td>\n<\/tr>\n
97<\/td>\nCHAPTER 6 –
\nTYPES OF CONSTRUCTION
SECTION 601 GENERAL
SECTION 602 CONSTRUCTION CLASSIFICATION <\/td>\n<\/tr>\n
98<\/td>\nSECTION 603 COMBUSTIBLE MATERIAL IN TYPE IAND II CONSTRUCTION <\/td>\n<\/tr>\n
99<\/td>\nTABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) <\/td>\n<\/tr>\n
100<\/td>\nTABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCEa, e
TABLE 602.4 WOOD MEMBER SIZE <\/td>\n<\/tr>\n
101<\/td>\nCHAPTER 7 –
\nFIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 701 GENERAL
SECTION 702 DEFINITIONS <\/td>\n<\/tr>\n
102<\/td>\nSECTION 703 FIRE-RESISTANCE RATINGS AND FIRE TESTS <\/td>\n<\/tr>\n
103<\/td>\nSECTION 704 EXTERIOR WALLS <\/td>\n<\/tr>\n
104<\/td>\n(EQUATION 7-2)
FIGURE 704.7 EQUIVALENT OPENING FACTOR
TABLE 704.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGSa <\/td>\n<\/tr>\n
106<\/td>\nSECTION 705 FIRE WALLS
TABLE 705.4 FIRE WALL FIRE-RESISTANCE RATINGS <\/td>\n<\/tr>\n
108<\/td>\nSECTION 706 FIRE BARRIERS
TABLE 706.3.9 FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS <\/td>\n<\/tr>\n
109<\/td>\nSECTION 707 SHAFT ENCLOSURES <\/td>\n<\/tr>\n
112<\/td>\nSECTION 708 FIRE PARTITIONS <\/td>\n<\/tr>\n
113<\/td>\nSECTION 709 SMOKE BARRIERS
SECTION 710 SMOKE PARTITIONS <\/td>\n<\/tr>\n
114<\/td>\nSECTION 711 HORIZONTAL ASSEMBLIES
SECTION 712 PENETRATIONS <\/td>\n<\/tr>\n
116<\/td>\nSECTION 713 FIRE-RESISTANT JOINT SYSTEMS <\/td>\n<\/tr>\n
117<\/td>\nSECTION 714 FIRE-RESISTANCE RATING OF STRUCTURAL MEMBERS <\/td>\n<\/tr>\n
118<\/td>\nSECTION 715 OPENING PROTECTIVES <\/td>\n<\/tr>\n
119<\/td>\nTABLE 715.4 FIRE DOOR AND FIRE SHUTTER FIRE PROTECTION RATINGS <\/td>\n<\/tr>\n
121<\/td>\nTABLE 715.5 FIRE WINDOW ASSEMBLY FIRE PROTECTION RATINGS
TABLE 715.5.3 LIMITING SIZES OF WIRED GLASS PANELS <\/td>\n<\/tr>\n
122<\/td>\nSECTION 716 DUCTS AND AIR TRANSFER OPENINGS
TABLE 716.3.1 FIRE DAMPER RATING <\/td>\n<\/tr>\n
125<\/td>\nSECTION 717 CONCEALED SPACES <\/td>\n<\/tr>\n
127<\/td>\nSECTION 718 FIRE-RESISTANCE REQUIREMENTS FOR PLASTER
SECTION 719 THERMAL- AND SOUND-INSULATING MATERIALS <\/td>\n<\/tr>\n
128<\/td>\nSECTION 720 PRESCRIPTIVE FIRE RESISTANCE <\/td>\n<\/tr>\n
129<\/td>\nTABLE 720.1(1) MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
130<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
131<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
132<\/td>\nTABLE 720.1(1)\u2014continued MINIMUM PROTECTION OF STRUCTURAL PARTS BASED ON TIME PERIODS FOR VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSm <\/td>\n<\/tr>\n
133<\/td>\nTABLE 720.1(2) RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
134<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
135<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
136<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
137<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
138<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
139<\/td>\nTABLE 720.1(2)\u2014continued RATED FIRE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a,o,p <\/td>\n<\/tr>\n
140<\/td>\nTABLE 720.1(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
141<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a,q <\/td>\n<\/tr>\n
142<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a,q <\/td>\n<\/tr>\n
143<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q <\/td>\n<\/tr>\n
144<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a,q <\/td>\n<\/tr>\n
145<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a,q <\/td>\n<\/tr>\n
146<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a,q <\/td>\n<\/tr>\n
147<\/td>\nTABLE 720.1(3)\u2014continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS a,q <\/td>\n<\/tr>\n
148<\/td>\nSECTION 721 CALCULATED FIRE RESISTANCE <\/td>\n<\/tr>\n
149<\/td>\nTABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LOAD-BEARING OR NONLOAD-BEARING
(EQUATION 7-3)
FIGURE 721.2.1.2 FIRE-RESISTANCE RATINGS OF TWO-WYTHE CONCRETE WALLS
(EQUATION 7-4) <\/td>\n<\/tr>\n
150<\/td>\nTABLE 721.2.1.2(1) VALUES OF Rn0.59 FOR USE IN EQUATION 7-4
TABLE 721.2.1.2(2) FIRE-RESISTANCE RATINGS BASED ON R O.59 <\/td>\n<\/tr>\n
151<\/td>\nFIGURE 721.2.1.3.1 CERAMIC FIBER JOINT PROTECTION
TABLE 721.2.1.4(1) MULTIPLYING FACTOR FOR FINISHES ON NONFIRE-EXPOSED SIDE OF WALL
TABLE 721.2.1.4(2) TIME ASSIGNED TO FINISH MATERIALS ON FIRE-EXPOSED SIDE OF WALL <\/td>\n<\/tr>\n
152<\/td>\nTABLE 721.2.2.1 MINIMUM SLAB THICKNESS (inches)
FIGURE 721.2.2.1.2 DETERMINATION OF SLAB THICKNESS FOR SLOPING SOFFITS
(EQUATION 7-5)
FIGURE 721.2.2.1.3 SLABS WITH RIBBED OR UNDULATING SOFFITS <\/td>\n<\/tr>\n
153<\/td>\nFIGURE 721.2.2.2 FIRE-RESISTANCE RATINGS FOR TWO-COURSE CONCRETE FLOORS <\/td>\n<\/tr>\n
154<\/td>\nFIGURE 721.2.2.3(1) FIRE-RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBLIES
FIGURE 721.2.2.3(2) FIRE-RESISTANCE RATINGS FOR CONCRETE
TABLE 721.2.3(1) COVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS (inches)
TABLE 721.2.3(2) COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS (inches) <\/td>\n<\/tr>\n
155<\/td>\nTABLE 721.2.3(3) MINIMUM COVER FOR MAIN REINFORCING BARS OF REINFORCED CONCRETE BEAMS (APPLICABLE TO ALL TYPES OF STRUCTURAL CONCRETE)
TABLE 721.2.3(4) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS 8 INCHES OR GREATER IN WIDTH
TABLE 721.2.3(5) MINIMUM COVER FOR PRESTRESSED CONCRETE BEAMS OF ALL WIDTHS <\/td>\n<\/tr>\n
156<\/td>\nTABLE 721.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (inches)
(EQUATION 7-6) <\/td>\n<\/tr>\n
157<\/td>\nTABLE 721.3.2 MINIMUM EQUIVALENT THICKNESS (inches) OF BEARING OR NONBEARING CONCRETE MASONRY WALLSa,b,c,d
(EQUATION 7-7)
TABLE 721.3.4 MINIMUM COVER OF LONGITUDINAL REINFORCEMENT IN FIRE-RESISTANCE-RATED REINFORCED CONCRETE MASONRY LINTELS (inches)
TABLE 721.3.5 MINIMUM DIMENSION OF CONCRETE MASONRY COLUMNS (inches) <\/td>\n<\/tr>\n
158<\/td>\n(EQUATION 7-8)
(EQUATION 7-9)
(EQUATION 7-10)
TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS <\/td>\n<\/tr>\n
159<\/td>\nTABLE 721.4.1(2) FIRE-RESISTANCE RATINGS FOR BEARING STEEL FRAME BRICK VENEER WALLS OR PARTITIONS
TABLE 721.4.1(3) VALUES OF Rn
TABLE 721.4.1(4) COEFFICIENTS FOR PLASTER, pl a
TABLE 721.4.1(5) REINFORCED MASONRY LINTELS
TABLE 721.4.1(6) REINFORCED CLAY MASONRY COLUMNS
(EQUATION 7-11) <\/td>\n<\/tr>\n
160<\/td>\nFIGURE 721.5.1(1) DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL COLUMNS
(EQUATION 7-12) <\/td>\n<\/tr>\n
161<\/td>\n(EQUATION 7-13)
FIGURE 721.5.1(2) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH SHEET STEEL COLUMN COVERS
FIGURE 721.5.1(3) GYPSUM WALLBOARD PROTECTED STRUCTURAL STEEL COLUMNS WITH STEEL STUD\/SCREW ATTACHMENT SYSTEM <\/td>\n<\/tr>\n
162<\/td>\n(EQUATION 7-14)
FIGURE 721.5.1(4) FIRE RESISTANCE OF STRUCTURAL STEEL COLUMNS PROTECTED WITH VARIOUS THICKNESSES OF TYPE X GYPSUM WALLBOARD
FIGURE 721.5.1(5) WIDE FLANGE STRUCTURAL STEEL COLUMNS WITH SPRAY-APPLIED FIRE-RESISTANT MATERIALS
FIGURE 721.5.1(6) CONCRETE PROTECTED STRUCTURAL STEEL COLUMNSa,b
(EQUATION 7-15) <\/td>\n<\/tr>\n
163<\/td>\n(EQUATION 7-16)
FIGURE 721.5.1(7) CONCRETE OR CLAY MASONRY PROTECTED STRUCTURAL STEEL COLUMNS
FIGURE 721.5.2 DETERMINATION OF THE HEATED PERIMETER OF STRUCTURAL STEEL BEAMS AND GIRDERS <\/td>\n<\/tr>\n
164<\/td>\nTABLE 721.5.1(1) W\/D RATIOS FOR STEEL COLUMNS <\/td>\n<\/tr>\n
165<\/td>\nTABLE 721.5.1(2) PROPERTIES OF CONCRETE
TABLE 721.5.1(3) THERMAL CONDUCTIVITY OF CONCRETE OR CLAY MASONRY UNITS <\/td>\n<\/tr>\n
166<\/td>\nTABLE 721.5.1(4) WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
167<\/td>\nTABLE 721.5.1(4)\u2014continued WEIGHT-TO-HEATED-PERIMETER RATIOS (W\/D) FOR TYPICAL WIDE FLANGE BEAM AND GIRDER SHAPES <\/td>\n<\/tr>\n
168<\/td>\nTABLE 721.5.1(5) FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
169<\/td>\nTABLE 721.5.1(5)\u2014continued FIRE RESISTANCE OF CONCRETE MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
170<\/td>\nTABLE 721.5.1(6) FIRE RESISTANCE OF CLAY MASONRY PROTECTED STEEL COLUMNS <\/td>\n<\/tr>\n
171<\/td>\nTABLE 721.5.1(7) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN NORMAL-WEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)]
TABLE 721.5.1(8) MINIMUM COVER (inch) FOR STEEL COLUMNS ENCASED IN STRUCTURAL LIGHTWEIGHT CONCRETEa [FIGURE 721.5.1(6)(c)] <\/td>\n<\/tr>\n
172<\/td>\nTABLE 721.5.1(9) MINIMUM COVER (inch) FOR STEEL COLUMNS IN NORMAL-WEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)]
TABLE 721.5.1(10) MINIMUM COVER (inch) FOR STEEL COLUMNS IN STRUCTURAL LIGHTWEIGHT PRECAST COVERSa [FIGURE 721.5.1(6)(a)] <\/td>\n<\/tr>\n
173<\/td>\n(EQUATION 7-17) <\/td>\n<\/tr>\n
174<\/td>\nTABLE 721.6.2(1) TIME ASSIGNED TO WALLBOARD MEMBRANESa,b,c,d
(EQUATION 7-18)
(EQUATION 7-19)
(EQUATION 7-20)
(EQUATION 7-21)
TABLE 721.6.2(2) TIME ASSIGNED FOR CONTRIBUTION OF WOOD FRAME a,b,c
TABLE 721.6.2(3) MEMBRANEa ON EXTERIOR FACE OF WOOD STUD WALLS <\/td>\n<\/tr>\n
175<\/td>\nTABLE 721.6.2(4) FLOORING OR ROOFING OVER WOOD FRAMING
TABLE 721.6.2(5)TIME ASSIGNED FOR ADDITIONAL PROTECTION
FIGURE 721.6.3(1) LOAD FIGURE <\/td>\n<\/tr>\n
176<\/td>\nFIGURE 721.6.3(2) EFFECTIVE LENGTH FACTORS <\/td>\n<\/tr>\n
177<\/td>\nCHAPTER 8 –
\nINTERIOR FINISHES
SECTION 801 GENERAL
SECTION 802 DEFINITIONS
SECTION 803 WALL AND CEILING FINISHES <\/td>\n<\/tr>\n
179<\/td>\nTABLE 803.5 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCYk
SECTION 804 INTERIOR FLOOR FINISH <\/td>\n<\/tr>\n
180<\/td>\nSECTION 805 COMBUSTIBLE MATERIALS IN TYPES I AND II CONSTRUCTION
SECTION 806 DECORATIVE MATERIALS AND TRIM <\/td>\n<\/tr>\n
183<\/td>\nCHAPTER 9 –
\nFIRE PROTECTION SYSTEMS
SECTION 901 GENERAL
SECTION 902 DEFINITIONS <\/td>\n<\/tr>\n
186<\/td>\nSECTION 903 AUTOMATIC SPRINKLER SYSTEMS <\/td>\n<\/tr>\n
187<\/td>\n[F] TABLE 903.2.4.2 GROUP H-5 SPRINKLER DESIGN CRITERIA <\/td>\n<\/tr>\n
189<\/td>\n[F] TABLE 903.2.13 ADDITIONAL REQUIRED SUPPRESSION SYSTEMS <\/td>\n<\/tr>\n
190<\/td>\nSECTION 904 ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS <\/td>\n<\/tr>\n
192<\/td>\nSECTION 905 STANDPIPE SYSTEMS <\/td>\n<\/tr>\n
194<\/td>\nSECTION 906 PORTABLE FIRE EXTINGUISHERS
SECTION 907 FIRE ALARM AND DETECTION SYSTEMS <\/td>\n<\/tr>\n
201<\/td>\n[F] TABLE 907.9.1.3 VISIBLE AND AUDIBLE ALARMS <\/td>\n<\/tr>\n
202<\/td>\nSECTION 908 EMERGENCY ALARM SYSTEMS <\/td>\n<\/tr>\n
203<\/td>\nSECTION 909 SMOKE CONTROL SYSTEMS <\/td>\n<\/tr>\n
204<\/td>\n(EQUATION 9-1) <\/td>\n<\/tr>\n
205<\/td>\n(EQUATION 9-2)
(EQUATION 9-3) <\/td>\n<\/tr>\n
210<\/td>\nSECTION 910 SMOKE AND HEAT VENTS
[F] TABLE 910.3 REQUIREMENTS FOR DRAFT CURTAINS AND SMOKE AND HEAT VENTSa <\/td>\n<\/tr>\n
211<\/td>\n(EQUATION 9-4)
SECTION 911 FIRE COMMAND CENTER <\/td>\n<\/tr>\n
212<\/td>\nSECTION 912 FIRE DEPARTMENT CONNECTIONS <\/td>\n<\/tr>\n
213<\/td>\nCHAPTER 10 –
\nMEANS OF EGRESS
SECTION 1001 ADMINISTRATION
SECTION 1002 DEFINITIONS <\/td>\n<\/tr>\n
214<\/td>\nSECTION 1003 GENERAL MEANS OF EGRESS <\/td>\n<\/tr>\n
215<\/td>\nSECTION 1004 OCCUPANT LOAD <\/td>\n<\/tr>\n
216<\/td>\nTABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
SECTION 1005 EGRESS WIDTH <\/td>\n<\/tr>\n
217<\/td>\nTABLE 1005.1 EGRESS WIDTH PER OCCUPANT SERVED
SECTION 1006 MEANS OF EGRESS ILLUMINATION
SECTION 1007 ACCESSIBLE MEANS OF EGRESS <\/td>\n<\/tr>\n
219<\/td>\nSECTION 1008 DOORS, GATES AND TURNSTILES <\/td>\n<\/tr>\n
220<\/td>\nTABLE 1008.1.3.1 REVOLVING DOOR SPEEDS <\/td>\n<\/tr>\n
224<\/td>\nSECTION 1009 STAIRWAYS <\/td>\n<\/tr>\n
226<\/td>\nSECTION 1010 RAMPS <\/td>\n<\/tr>\n
227<\/td>\nSECTION 1011 EXIT SIGNS <\/td>\n<\/tr>\n
228<\/td>\nSECTION 1012 HANDRAILS <\/td>\n<\/tr>\n
229<\/td>\nSECTION 1013 GUARDS <\/td>\n<\/tr>\n
230<\/td>\nSECTION 1014 EXIT ACCESS <\/td>\n<\/tr>\n
232<\/td>\nSECTION 1015 EXIT AND EXIT ACCESS DOORWAYS
TABLE 1015.1 SPACES WITH ONE MEANS OF EGRESS <\/td>\n<\/tr>\n
233<\/td>\nSECTION 1016 EXIT ACCESS TRAVEL DISTANCE
TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCEa
SECTION 1017 CORRIDORS <\/td>\n<\/tr>\n
234<\/td>\nTABLE 1017.1 CORRIDOR FIRE-RESISTANCE RATING
SECTION 1018 EXITS <\/td>\n<\/tr>\n
235<\/td>\nSECTION 1019 NUMBER OF EXITS AND CONTINUITY
TABLE 1019.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD
TABLE 1019.2 BUILDINGS WITH ONE EXIT
SECTION 1020 VERTICAL EXIT ENCLOSURES <\/td>\n<\/tr>\n
237<\/td>\nSECTION 1021 EXIT PASSAGEWAYS
SECTION 1022 HORIZONTAL EXITS <\/td>\n<\/tr>\n
238<\/td>\nSECTION 1023 EXTERIOR EXIT RAMPS AND STAIRWAYS <\/td>\n<\/tr>\n
239<\/td>\nSECTION 1024 EXIT DISCHARGE <\/td>\n<\/tr>\n
240<\/td>\nSECTION 1025 ASSEMBLY <\/td>\n<\/tr>\n
241<\/td>\nTABLE 1025.6.2 WIDTH OF AISLES FOR SMOKE-PROTECTED ASSEMBLY <\/td>\n<\/tr>\n
243<\/td>\nTABLE 1025.10.1 SMOKE-PROTECTED ASSEMBLY AISLE ACCESSWAYS <\/td>\n<\/tr>\n
244<\/td>\nSECTION 1026 EMERGENCY ESCAPE AND RESCUE <\/td>\n<\/tr>\n
247<\/td>\nCHAPTER 11 –
\nACCESSIBILITY
SECTION 1101 GENERAL
SECTION 1102 DEFINITIONS
SECTION 1103 SCOPING REQUIREMENTS <\/td>\n<\/tr>\n
248<\/td>\nSECTION 1104 ACCESSIBLE ROUTE <\/td>\n<\/tr>\n
249<\/td>\nSECTION 1105 ACCESSIBLE ENTRANCES <\/td>\n<\/tr>\n
250<\/td>\nSECTION 1106 PARKING AND PASSENGER LOADING FACILITIES
TABLE 1106.1 ACCESSIBLE PARKING SPACES
SECTION 1107 DWELLING UNITS AND SLEEPING UNITS <\/td>\n<\/tr>\n
252<\/td>\nTABLE 1107.6.1.1 ACCESSIBLE DWELLING AND SLEEPING UNITS <\/td>\n<\/tr>\n
253<\/td>\nSECTION 1108 SPECIAL OCCUPANCIES <\/td>\n<\/tr>\n
254<\/td>\nTABLE 1108.2.2.1 ACCESSIBLE WHEELCHAIR SPACES
TABLE 1108.2.6.1 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS <\/td>\n<\/tr>\n
255<\/td>\nTABLE 1108.3 ACCESSIBLE SELF-SERVICE STORAGE FACILITIES
SECTION 1109 OTHER FEATURES AND FACILITIES <\/td>\n<\/tr>\n
258<\/td>\nTABLE 1109.12.2 ACCESSIBLE CHECK-OUT AISLES <\/td>\n<\/tr>\n
259<\/td>\nSECTION 1110 SIGNAGE <\/td>\n<\/tr>\n
261<\/td>\nCHAPTER 12 –
\nINTERIOR ENVIRONMENT
SECTION 1201 GENERAL
SECTION 1202 DEFINITIONS
SECTION 1203 VENTILATION <\/td>\n<\/tr>\n
262<\/td>\nSECTION 1204 TEMPERATURE CONTROL
SECTION 1205 LIGHTING <\/td>\n<\/tr>\n
263<\/td>\nSECTION 1206 YARDS OR COURTS
SECTION 1207 SOUND TRANSMISSION
SECTION 1208 INTERIOR SPACE DIMENSIONS <\/td>\n<\/tr>\n
264<\/td>\nSECTION 1209 ACCESS TO UNOCCUPIED SPACES
SECTION 1210 SURROUNDING MATERIALS <\/td>\n<\/tr>\n
265<\/td>\nCHAPTER 13 –
\nENERGY EFFICIENCY
SECTION 1301 GENERAL <\/td>\n<\/tr>\n
267<\/td>\nCHAPTER 14 –
\nEXTERIOR WALLS
SECTION 1401 GENERAL
SECTION 1402 DEFINITIONS
SECTION 1403 PERFORMANCE REQUIREMENTS <\/td>\n<\/tr>\n
268<\/td>\nSECTION 1404 MATERIALS
SECTION 1405 INSTALLATION OF WALL COVERINGS <\/td>\n<\/tr>\n
269<\/td>\nTABLE 1405.2 MINIMUM THICKNESS OF WEATHER COVERINGS <\/td>\n<\/tr>\n
272<\/td>\nSECTION 1406 COMBUSTIBLE MATERIALS ON THE EXTERIOR SIDE OF EXTERIOR WALLS
TABLE 1406.2.1.2 MINIMUM FIRE SEPARATION FOR COMBUSTIBLE VENEERS <\/td>\n<\/tr>\n
273<\/td>\nSECTION 1407 METAL COMPOSITE MATERIALS (MCM) <\/td>\n<\/tr>\n
275<\/td>\nCHAPTER 15 –
\nROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1501 GENERAL
SECTION 1502 DEFINITIONS
SECTION 1503 WEATHER PROTECTION <\/td>\n<\/tr>\n
276<\/td>\nSECTION 1504 PERFORMANCE REQUIREMENTS
TABLE 1504.2.1 ROOF COVERING CLASSIFICATION USING ALTERNATIVE METHOD <\/td>\n<\/tr>\n
277<\/td>\nTABLE 1504.8 MAXIMUM ALLOWABLE MEAN ROOF HEIGHT PERMITTED FOR BUILDINGS WITH GRAVEL OR STONE ON THE ROOF IN AREAS OUTSIDE A HURRICANE-PRONE REGION
SECTION 1505 FIRE CLASSIFICATION
TABLE 1505.1 MINIMUM ROOF COVERING CLASSIFICATION FOR TYPES OF CONSTRUCTION
SECTION 1506 MATERIALS <\/td>\n<\/tr>\n
278<\/td>\nSECTION 1507 REQUIREMENTS FOR ROOF COVERINGS <\/td>\n<\/tr>\n
279<\/td>\nTABLE 1507.2.9.2 VALLEY LINING MATERIAL <\/td>\n<\/tr>\n
281<\/td>\nTABLE 1507.3.7 CLAY AND CONCRETE TILE ATTACHMENTa, b, c <\/td>\n<\/tr>\n
282<\/td>\nTABLE 1507.4.3(1) METAL ROOF COVERINGS
TABLE 1507.4.3(2) MINIMUM CORROSION RESISTANCE <\/td>\n<\/tr>\n
283<\/td>\nTABLE 1507.7.5 SLATE SHINGLE HEADLAP
TABLE 1507.8.4 WOOD SHINGLE MATERIAL REQUIREMENTS
TABLE 1507.8.6 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
284<\/td>\nTABLE 1507.8 WOOD SHINGLE AND SHAKE INSTALLATION <\/td>\n<\/tr>\n
285<\/td>\nTABLE 1507.9.5 WOOD SHAKE MATERIAL REQUIREMENTS
TABLE 1507.9.7 WOOD SHAKE WEATHER EXPOSURE AND ROOF SLOPE <\/td>\n<\/tr>\n
286<\/td>\nTABLE 1507.10.2 BUILT-UP ROOFING MATERIAL STANDARDS
SECTION 1508 ROOF INSULATION <\/td>\n<\/tr>\n
287<\/td>\nTABLE 1508.2 MATERIAL STANDARDS FOR ROOF INSULATION
SECTION 1509 ROOFTOP STRUCTURES <\/td>\n<\/tr>\n
288<\/td>\nSECTION 1510 REROOFING <\/td>\n<\/tr>\n
289<\/td>\nCHAPTER 16 –
\nSTRUCTURAL DESIGN
SECTION 1601 GENERAL
SECTION 1602 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
290<\/td>\nSECTION 1603 CONSTRUCTION DOCUMENTS <\/td>\n<\/tr>\n
291<\/td>\nSECTION 1604 GENERAL DESIGN REQUIREMENTS <\/td>\n<\/tr>\n
292<\/td>\nTABLE 1604.3 DEFLECTION LIMITSa, b, <\/td>\n<\/tr>\n
293<\/td>\nTABLE 1604.5 OCCUPANCY CATEGORY OF BUILDINGS AND OTHER STRUCTURES <\/td>\n<\/tr>\n
294<\/td>\nSECTION 1605 LOAD COMBINATIONS
EQUATION 16-1
EQUATION 16-2
EQUATION 16-3
EQUATION 16-4
EQUATION 16-6
EQUATION 16-7
EQUATION 16-8
EQUATION 16-9
EQUATION 16-10
EQUATION 16-11
EQUATION 16-12
EQUATION 16-13
EQUATION 16-14
EQUATION 16-15 <\/td>\n<\/tr>\n
295<\/td>\nEQUATION 16-16
EQUATION 16-17
EQUATION 16-18
EQUATION 16-19
EQUATION 16-20
EQUATION 16-21
EQUATION 16-22
EQUATION 16-23
SECTION 1606 DEAD LOADS <\/td>\n<\/tr>\n
296<\/td>\nSECTION 1607 LIVE LOADS
TABLE 1607.6 UNIFORM AND CONCENTRATED LOADS <\/td>\n<\/tr>\n
297<\/td>\nTABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
298<\/td>\nTABLE 1607.1\u2014continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENTRATED LIVE LOADSg <\/td>\n<\/tr>\n
299<\/td>\nEQUATION 16-24
TABLE 1607.9.1 LIVE LOAD ELEMENT FACTOR,
EQUATION 16-25
EQUATION 16-26 <\/td>\n<\/tr>\n
300<\/td>\nEQUATION 16-27
EQUATION 16-28
EQUATION 16-29
EQUATION 16-30
EQUATION 16-31
EQUATION 16-32
EQUATION 16-33 <\/td>\n<\/tr>\n
301<\/td>\nSECTION 1608 SNOW LOADS
FIGURE 1608.2 GROUND SNOW LOADS R 408.30448d <\/td>\n<\/tr>\n
302<\/td>\nSECTION 1609 WIND LOADS
TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELSa,b,c,d <\/td>\n<\/tr>\n
303<\/td>\nEQUATION 16-34
TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEEDSa,b,c <\/td>\n<\/tr>\n
304<\/td>\nEQUATION 16-35 <\/td>\n<\/tr>\n
305<\/td>\nFIGURE 1609 BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
306<\/td>\nFIGURE 1609\u2014continued BASIC WIND SPEED (3-SECOND GUST) <\/td>\n<\/tr>\n
307<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) WESTERN GULF OF MEXICO HURRICANE COASTLINE <\/td>\n<\/tr>\n
308<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) EASTERN GULF OF MEXICO AND SOUTHEASTERN U.S. HURRICANE COASTLINE <\/td>\n<\/tr>\n
309<\/td>\nFIGURE 1609\u2013continued BASIC WIND SPEED (3-SECOND GUST) MID AND NORTHERN ATLANTIC HURRICANE COASTLINE <\/td>\n<\/tr>\n
310<\/td>\nSECTION 1610 SOIL LATERAL LOADS
TABLE 1610.1 SOIL LATERAL LOAD
SECTION 1611 RAIN LOADS
EQUATION 16-36 <\/td>\n<\/tr>\n
311<\/td>\nSECTION 1612 FLOOD LOADS <\/td>\n<\/tr>\n
313<\/td>\nSECTION 1613 EARTHQUAKE LOADS
EQUATION 16-37
EQUATION 16-38 <\/td>\n<\/tr>\n
314<\/td>\nTABLE 1613.5.2 SITE CLASS DEFINITIONS
TABLE 1613.5.3 (1) VALUES OF SITE COEFFICIENT Faa <\/td>\n<\/tr>\n
315<\/td>\nTABLE 1613.5.3(2) VALUES OF SITE COEFFICIENT F
EQUATION 16-39
EQUATION 16-40
EQUATION 16-41
EQUATION 16-42
EQUATION 16-43
EQUATION 16-44 <\/td>\n<\/tr>\n
316<\/td>\nTABLE 1613.5.5 SITE CLASSIFICATION
TABLE 1613.5.6(1) SEISMIC DESIGN CATEGORY BASED ON SHORT-PERIOD RESPONSE ACCELERATIONS <\/td>\n<\/tr>\n
317<\/td>\nTABLE 1613.5.6 (2) SEISMIC DESIGN CATEGORY BASED ON 1-SECOND PERIOD RESPONSE ACCELERATION <\/td>\n<\/tr>\n
318<\/td>\nFIGURE 1613.5(1) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
319<\/td>\nFIGURE 1613.5(1)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
320<\/td>\nFIGURE 1613.5(2) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
321<\/td>\nFIGURE 1613.5(2)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR THE CONTERMINOUS UNITED STATES OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
322<\/td>\nFIGURE 1613.5(3) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
323<\/td>\nFIGURE 1613.5(3)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
324<\/td>\nFIGURE 1613.5(4) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
325<\/td>\nFIGURE 1613.5(4)\u2014continued MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 1 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
326<\/td>\nFIGURE 1613.5(5) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
327<\/td>\nFIGURE 1613.5(6) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 2 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
328<\/td>\nFIGURE 1613.5(7) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% PERCENT OF CRITICAL DAMPING), SITE CLASS <\/td>\n<\/tr>\n
329<\/td>\nFIGURE 1613.5(8) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 3 OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
330<\/td>\nFIGURE 1613.5(9) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR REGION 4 OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
331<\/td>\nFIGURE 1613.5(10) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR HAWAII OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
332<\/td>\nFIGURE 1613.5(11) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 0.2 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
333<\/td>\nFIGURE 1613.5(12) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR ALASKA OF 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
334<\/td>\nFIGURE 1613.5(13) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR PUERTO RICO, CULEBRA, VIEQUES, ST. THOMAS, ST. JOHN AND ST. CROIX OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
335<\/td>\nFIGURE 1613.5(14) MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR GUAM AND TUTUILLA OF 0.2 AND 1.0 SEC SPECTRAL RESPONSE ACCELERATION (5% OF CRITICAL DAMPING), SITE CLASS B <\/td>\n<\/tr>\n
337<\/td>\nCHAPTER 17 –
\nSTRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701 GENERAL
SECTION 1702 DEFINITIONS <\/td>\n<\/tr>\n
338<\/td>\nSECTION 1703 APPROVALS
SECTION 1704 SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
340<\/td>\nTABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION <\/td>\n<\/tr>\n
341<\/td>\nTABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <\/td>\n<\/tr>\n
343<\/td>\nTABLE 1704.5.1 LEVEL 1 SPECIAL INSPECTION <\/td>\n<\/tr>\n
344<\/td>\nTABLE 1704.5.3 LEVEL 2 SPECIAL INSPECTION
TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS <\/td>\n<\/tr>\n
345<\/td>\nTABLE 1704.8 REQUIRED VERIFICATION AND INSPECTION OF PILE FOUNDATIONS
TABLE 1704.9 REQUIRED VERIFICATION AND INSPECTION OF PIER FOUNDATIONS <\/td>\n<\/tr>\n
346<\/td>\nSECTION 1705 STATEMENT OF SPECIAL INSPECTIONS <\/td>\n<\/tr>\n
348<\/td>\nSECTION 1706 CONTRACTOR RESPONSIBILITY
SECTION 1707 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE <\/td>\n<\/tr>\n
349<\/td>\nSECTION 1708 STRUCTURAL TESTING FOR SEISMIC RESISTANCE
TABLE 1708.1.2 LEVEL 1 QUALITY ASSURANCE
TABLE 1708.1.4 LEVEL 2 QUALITY ASSURANCE <\/td>\n<\/tr>\n
350<\/td>\nSECTION 1709 STRUCTURAL OBSERVATIONS
SECTION 1710 DESIGN STRENGTHS OF MATERIALS
SECTION 1711 ALTERNATIVE TEST PROCEDURE
SECTION 1712 TEST SAFE LOAD
SECTION 1713 IN-SITU LOAD TESTS <\/td>\n<\/tr>\n
351<\/td>\nSECTION 1714 PRECONSTRUCTION LOAD TESTS <\/td>\n<\/tr>\n
352<\/td>\nSECTION 1715 MATERIAL AND TEST STANDARDS <\/td>\n<\/tr>\n
353<\/td>\nCHAPTER 18 –
\nSOILS AND FOUNDATIONS
SECTION 1801 GENERAL
SECTION 1802 FOUNDATION AND SOILS INVESTIGATIONS <\/td>\n<\/tr>\n
354<\/td>\nSECTION 1803 EXCAVATION, GRADING AND FILL <\/td>\n<\/tr>\n
355<\/td>\nSECTION 1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS
SECTION 1805 FOOTINGS AND FOUNDATIONS <\/td>\n<\/tr>\n
356<\/td>\nTABLE 1804.2 ALLOWABLE FOUNDATION AND LATERAL PRESSURE <\/td>\n<\/tr>\n
357<\/td>\nFIGURE 1805.3.1 FOUNDATION CLEARANCES FROM SLOPES <\/td>\n<\/tr>\n
358<\/td>\nTABLE 1805.4.2 FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTIONa <\/td>\n<\/tr>\n
359<\/td>\nTABLE 1805.5(1) PLAIN MASONRY FOUNDATION WALLS <\/td>\n<\/tr>\n
360<\/td>\nTABLE 1805.5(2) 8-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 5 INCHESa <\/td>\n<\/tr>\n
361<\/td>\nTABLE 1805.5(3) 10-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 6.75 INCHESa <\/td>\n<\/tr>\n
362<\/td>\nTABLE 1805.5(4) 12-INCH MASONRY FOUNDATION WALLS WITH REINFORCEMENT WHERE d 8.75 INCHESa <\/td>\n<\/tr>\n
363<\/td>\nTABLE 1805.5(5) CONCRETE FOUNDATION WALLSb <\/td>\n<\/tr>\n
365<\/td>\nEQUATION 18-1 <\/td>\n<\/tr>\n
366<\/td>\nEQUATION 18-2
EQUATION 18-3 <\/td>\n<\/tr>\n
367<\/td>\nSECTION 1806 RETAINING WALLS
SECTION 1807 DAMPPROOFING AND WATERPROOFING <\/td>\n<\/tr>\n
368<\/td>\nSECTION 1808 PIER AND PILE FOUNDATIONS <\/td>\n<\/tr>\n
373<\/td>\nSECTION 1809 DRIVEN PILE FOUNDATIONS <\/td>\n<\/tr>\n
374<\/td>\nEQUATION 18-4 <\/td>\n<\/tr>\n
375<\/td>\nEQUATION 18-5
EQUATION 18-6
EQUATION 18-7
EQUATION 18-8
EQUATION 18-9
EQUATION 18-10 <\/td>\n<\/tr>\n
376<\/td>\nSECTION 1810 CAST-IN-PLACE CONCRETE PILE FOUNDATIONS <\/td>\n<\/tr>\n
380<\/td>\nSECTION 1811 COMPOSITE PILES
SECTION 1812 PIER FOUNDATIONS <\/td>\n<\/tr>\n
383<\/td>\nCHAPTER 19 –
\nCONCRETE
SECTION 1901 GENERAL
SECTION 1902 DEFINITIONS
SECTION 1903 SPECIFICATIONS FOR TESTS AND MATERIALS
SECTION 1904 DURABILITY REQUIREMENTS <\/td>\n<\/tr>\n
384<\/td>\nTABLE 1904.2.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH
FIGURE 1904.2.2 WEATHERING PROBABILITY MAP FOR CONCRETEa <\/td>\n<\/tr>\n
385<\/td>\nSECTION 1905 CONCRETE QUALITY, MIXING AND PLACING
SECTION 1906 FORMWORK, EMBEDDED PIPES AND CONSTRUCTION JOINTS <\/td>\n<\/tr>\n
386<\/td>\nSECTION 1907 DETAILS OF REINFORCEMENT
SECTION 1908 MODIFICATIONS TO ACI 318 <\/td>\n<\/tr>\n
389<\/td>\nSECTION 1909 STRUCTURAL PLAIN CONCRETE <\/td>\n<\/tr>\n
390<\/td>\nSECTION 1910 MINIMUM SLAB PROVISIONS
SECTION 1911 ANCHORAGE TO CONCRETE\u2014ALLOWABLE STRESS DESIGN
EQUATION 19-1
SECTION 1912 ANCHORAGE TO CONCRETE\u2014STRENGTH DESIGN <\/td>\n<\/tr>\n
391<\/td>\nTABLE 1911.2 ALLOWABLE SERVICE LOAD ON EMBEDDED BOLTS (pounds)
SECTION 1913 SHOTCRETE <\/td>\n<\/tr>\n
392<\/td>\nSECTION 1914 REINFORCED GYPSUM CONCRETE
SECTION 1915 CONCRETE-FILLED PIPE COLUMNS <\/td>\n<\/tr>\n
395<\/td>\nCHAPTER 20 –
\nALUMINUM
SECTION 2001 GENERAL
SECTION 2002 MATERIALS <\/td>\n<\/tr>\n
397<\/td>\nCHAPTER 21 –
\nMASONRY
SECTION 2101 GENERAL
SECTION 2102 DEFINITIONS AND NOTATIONS <\/td>\n<\/tr>\n
401<\/td>\nSECTION 2103 MASONRY CONSTRUCTION MATERIALS
TABLE 2103.10 CERAMIC TILE MORTAR COMPOSITIONS <\/td>\n<\/tr>\n
402<\/td>\nTABLE 2103.8 (1) MORTAR PROPORTIONS
TABLE 2103.8 (2) MORTAR PROPERTIESa <\/td>\n<\/tr>\n
403<\/td>\nTABLE 2103.12 GROUT PROPORTIONS BY VOLUME FOR MASONRY CONSTRUCTION <\/td>\n<\/tr>\n
404<\/td>\nSECTION 2104 CONSTRUCTION <\/td>\n<\/tr>\n
407<\/td>\nSECTION 2105 QUALITY ASSURANCE <\/td>\n<\/tr>\n
408<\/td>\nTABLE 2105.2.2.1.1 COMPRESSIVE STRENGTH OF CLAY MASONRY
TABLE 2105.2.2.1.2 COMPRESSIVE STRENGTH OF CONCRETE MASONRY
SECTION 2106 SEISMIC DESIGN <\/td>\n<\/tr>\n
409<\/td>\nEQUATION 21-1 <\/td>\n<\/tr>\n
410<\/td>\nSECTION 2107 ALLOWABLE STRESS DESIGN
EQUATION 21-2
EQUATION 21-3
SECTION 2108 STRENGTH DESIGN OF MASONRY <\/td>\n<\/tr>\n
411<\/td>\nSECTION 2109 EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
412<\/td>\nTABLE 2109.2.1.2 DIAPHRAGM LENGTH-TO-WIDTH RATIOS
TABLE 2109.2.3.1 ALLOWABLE STRESS GROSS CROSS-SECTIONAL AREA FOR DRY-STACKED, SURFACE-BONDED CONCRETE MASONRY WALLS
TABLE 2109.4.1 WALL LATERAL SUPPORT REQUIREMENTS <\/td>\n<\/tr>\n
413<\/td>\nTABLE 2109.3.2 ALLOWABLE COMPRESSIVE STRESSES FOR EMPIRICAL DESIGN OF MASONRY <\/td>\n<\/tr>\n
414<\/td>\nTABLE 2109.5.3.1 FOUNDATION WALL CONSTRUCTION <\/td>\n<\/tr>\n
416<\/td>\nTABLE 2109.8.3.1 ALLOWABLE SHEAR ON BOLTS IN ADOBE MASONRY <\/td>\n<\/tr>\n
417<\/td>\nSECTION 2110 GLASS UNIT MASONRY <\/td>\n<\/tr>\n
418<\/td>\nFIGURE 2110.3.1 GLASS MASONRY DESIGN WIND LOAD RESISTANCE
SECTION 2111 MASONRY FIREPLACES <\/td>\n<\/tr>\n
420<\/td>\nFIGURE 2111.11 ILLUSTRATION OF EXCEPTION TO FIREPLACE CLEARANCE PROVISION <\/td>\n<\/tr>\n
421<\/td>\nSECTION 2112 MASONRY HEATERS
SECTION 2113 MASONRY CHIMNEYS <\/td>\n<\/tr>\n
424<\/td>\nFIGURE 2113.16 FLUE SIZES FOR MASONRY CHIMNEYS
TABLE 2113.16(1) NET CROSS-SECTIONAL AREA OF ROUND FLUE SIZESa <\/td>\n<\/tr>\n
425<\/td>\nTABLE 2113.16 (2) NET CROSS-SECTIONAL AREA OF SQUARE AND RECTANGULAR FLUE SIZES
FIGURE 2113.19 ILLUSTRATION OF EXCEPTION THREE CHIMNEY CLEARANCE PROVISION <\/td>\n<\/tr>\n
427<\/td>\nCHAPTER 22 –
\nSTEEL
SECTION 2201 GENERAL
SECTION 2202 DEFINITIONS
SECTION 2203 IDENTIFICATION AND PROTECTION OF STEEL FOR STRUCTURAL PURPOSES
SECTION 2204 CONNECTIONS
SECTION 2205 STRUCTURAL STEEL <\/td>\n<\/tr>\n
428<\/td>\nSECTION 2206 STEEL JOISTS
SECTION 2207 STEEL CABLE STRUCTURES <\/td>\n<\/tr>\n
429<\/td>\nSECTION 2208 STEEL STORAGE RACKS
SECTION 2209 COLD-FORMED STEEL
SECTION 2210 COLD-FORMED STEEL LIGHT-FRAMED CONSTRUCTION <\/td>\n<\/tr>\n
431<\/td>\nCHAPTER 23 –
\nWOOD
SECTION 2301 GENERAL
SECTION 2302 DEFINITIONS <\/td>\n<\/tr>\n
432<\/td>\nSECTION 2303 MINIMUM STANDARDS AND QUALITY <\/td>\n<\/tr>\n
435<\/td>\nSECTION 2304 GENERAL CONSTRUCTION REQUIREMENTS <\/td>\n<\/tr>\n
436<\/td>\nTABLE 2304.6 MINIMUM THICKNESS OF WALL SHEATHING <\/td>\n<\/tr>\n
437<\/td>\nTABLE 2304.7(1) ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHINGa
TABLE 2304.7(2) SHEATHING LUMBER, MINIMUM GRADE REQUIREMENTS: BOARD GRADE <\/td>\n<\/tr>\n
438<\/td>\nTABLE 2304.7(3) ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTSa,b <\/td>\n<\/tr>\n
439<\/td>\nTABLE 2304.7(4) ALLOWABLE SPAN FOR WOOD STRUCTURAL PANEL COMBINATION SUBFLOOR-UNDERLAYMENT (SINGLE FLOOR)a,b (Panels Continuous Over Two or More Spans and Strength Axis Perpendicular to Supports)
TABLE 2304.7(5) ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS (Plywood Structural Panels Are Five-Ply, Five-Layer Unless Otherwise Noted)a,b <\/td>\n<\/tr>\n
441<\/td>\nTABLE 2304.9.1 FASTENING SCHEDULE <\/td>\n<\/tr>\n
442<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
443<\/td>\nTABLE 2304.9.1\u2014continued FASTENING SCHEDULE <\/td>\n<\/tr>\n
445<\/td>\nSECTION 2305 GENERAL DESIGN REQUIREMENTS FOR LATERAL-FORCE-RESISTING SYSTEMS <\/td>\n<\/tr>\n
446<\/td>\nEQUATION 23-1
TABLE 2305.2.2(1) en VALUES (inches) FOR USE IN CALCULATING DIAPHRAGM DEFLECTION DUE TO FASTENER SLIP (Structural I)a,
TABLE 2305.2.3 MAXIMUM DIAPHRAGM DIMENSION RATIOS HORIZONTAL AND SLOPED DIAPHRAGM <\/td>\n<\/tr>\n
447<\/td>\nTABLE 2305.2.2(2) VALUES OF Gt FOR USE IN CALCULATING DEFLECTION OF WOOD STRUCTURAL PANEL SHEAR WALLS AND DIAPHRAGMS <\/td>\n<\/tr>\n
448<\/td>\nEQUATION 23-2
FIGURE 2305.2.5(1) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF OPEN-FRONT BUILDING
FIGURE 2305.2.5(2) DIAPHRAGM LENGTH AND WIDTH FOR PLAN VIEW OF CANTILEVERED DIAPHRAGM <\/td>\n<\/tr>\n
449<\/td>\nTABLE 2305.3.4 MAXIMUM SHEAR WALL DIMENSION RATIOS <\/td>\n<\/tr>\n
450<\/td>\nFIGURE 2305.3.5 GENERAL DEFINITION OF SHEAR WALL HEIGHT, WIDTH AND HEIGHT-TO-WIDTH RATIO <\/td>\n<\/tr>\n
451<\/td>\nEQUATION 23-3
EQUATION 23-4
TABLE 2305.3.8.2 SHEAR RESISTANCE ADJUSTMENT FACTOR, Co <\/td>\n<\/tr>\n
452<\/td>\nSECTION 2306 ALLOWABLE STRESS DESIGN <\/td>\n<\/tr>\n
453<\/td>\nTABLE 2306.1.4 ALLOWABLE LOADS FOR LUMBER DECKING
TABLE 2306.2.1 WALL STUD BENDING STRESS INCREASE FACTORS <\/td>\n<\/tr>\n
454<\/td>\nTABLE 2306.3.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADING <\/td>\n<\/tr>\n
455<\/td>\nTABLE 2306.3.1\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH, OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
456<\/td>\nTABLE 2306.3.1\u2014continued ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR-LARCH,OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGh <\/td>\n<\/tr>\n
457<\/td>\nTABLE 2306.3.2 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL BLOCKED DIAPHRAGMS UTILIZING MULTIPLE ROWS OF FASTENERS (HIGH LOAD DIAPHRAGMS) WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb <\/td>\n<\/tr>\n
458<\/td>\nTABLE 2306.3.3 DIAGONALLY SHEATHED LUMBER DIAPHRAGM NAILING SCHEDULE <\/td>\n<\/tr>\n
459<\/td>\nSECTION 2307 LOAD AND RESISTANCE FACTOR DESIGN
SECTION 2308 CONVENTIONAL LIGHT-FRAME CONSTRUCTION <\/td>\n<\/tr>\n
460<\/td>\nTABLE 2306.4.1 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINEa FOR WIND OR SEISMIC LOADINGb, h, i, j, <\/td>\n<\/tr>\n
461<\/td>\nTABLE 2306.4.3 ALLOWABLE SHEAR FOR PARTICLE BOARD SHEAR WALL SHEATHINGb
TABLE 2306.4.4 ALLOWABLE SHEAR VALUES (plf) FOR WIND OR SEISMIC LOADING ON SHEAR WALLS OF FIBERBOARD SHEATHING BOARD CONSTRUCTION FOR TYPE V CONSTRUCTION ONLYa <\/td>\n<\/tr>\n
462<\/td>\nTABLE 2306.4.5 ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES FOR SHEAR WALLS OF LATH AND PLASTER OR GYPSUM BOARD WOOD FRAMED WALL ASSEMBLIES <\/td>\n<\/tr>\n
465<\/td>\nTABLE 2308.8(1) FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/ = 360) <\/td>\n<\/tr>\n
466<\/td>\nTABLE 2308.8(1)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Sleeping Areas, Live Load = 30 psf, L\/ = 360) <\/td>\n<\/tr>\n
467<\/td>\nTABLE 2308.8(2)FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/ = 360) <\/td>\n<\/tr>\n
468<\/td>\nTABLE 2308.8(2)\u2014continued FLOOR JOIST SPANS FOR COMMON LUMBER SPECIES (Residential Living Areas, Live Load = 40 psf, L\/ = 360) <\/td>\n<\/tr>\n
469<\/td>\nTABLE 2308.9.1 SIZE, HEIGHT AND SPACING OF WOOD STUDS <\/td>\n<\/tr>\n
471<\/td>\nFIGURE 2308.9.3 BASIC COMPONENTS OF THE LATERAL BRACING SYSTEM <\/td>\n<\/tr>\n
472<\/td>\nFIGURE 2308.9.3.2 ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING <\/td>\n<\/tr>\n
473<\/td>\nTABLE 2308.9.3 (1) BRACED WALL PANELSa
TABLE 2308.9.3(2) EXPOSED PLYWOOD PANEL SIDING
TABLE 2308.9.3(3) WOOD STRUCTURAL PANEL WALL SHEATHINGb (Not Exposed to the Weather, Strength Axis Parallel or Perpendicular to Studs Except as Indicated Below) <\/td>\n<\/tr>\n
474<\/td>\nTABLE 2308.9.3(4) ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHING (Not Exposed to the Weather, Long Dimension of the Panel Parallel or Perpendicular to Studs
TABLE 2308.9.3(5) HARDBOARD SIDING <\/td>\n<\/tr>\n
475<\/td>\nTABLE 2308.9.5 HEADER AND GIRDER 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
476<\/td>\nTABLE 2308.9.5\u2014continued HEADER AND GIRDER SPANSaFOR 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
478<\/td>\nTABLE 2308.9.6 HEADER AND GIRDER SPANSa FOR INTERIOR BEARING WALLS (Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern Pine and Spruce-Pine-Firb and Required Number of Jack Studs) <\/td>\n<\/tr>\n
479<\/td>\nTABLE 2308.10.1 REQUIRED RATING OF APPROVED UPLIFT CONNECTORS (pounds)a <\/td>\n<\/tr>\n
480<\/td>\nTABLE 2308.10.2(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240) <\/td>\n<\/tr>\n
481<\/td>\nTABLE 2308.10.2(1)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics Without Storage, Live Load = 10 pounds psf, L\/ = 240) <\/td>\n<\/tr>\n
482<\/td>\nTABLE 2308.10.2(2) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/ = 240) <\/td>\n<\/tr>\n
483<\/td>\nTABLE 2308.10.2(2)\u2014continued CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable Attics With Limited Storage, Live Load = 20 pounds per square foot, L\/ = 240) <\/td>\n<\/tr>\n
484<\/td>\nTABLE 2308.10.3(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
485<\/td>\nTABLE 2308.10.3(1)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
486<\/td>\nTABLE 2308.10.3(2) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
487<\/td>\nTABLE 2308.10.3(2)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof Live Load = 20 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
488<\/td>\nTABLE 2308.10.3(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
489<\/td>\nTABLE 2308.10.3(3)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
490<\/td>\nTABLE 2308.10.3(4) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
491<\/td>\nTABLE 2308.10.3(4)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Not Attached to Rafters, L\/ = 180) <\/td>\n<\/tr>\n
492<\/td>\nTABLE 2308.10.3(5) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters <\/td>\n<\/tr>\n
493<\/td>\nTABLE 2308.10.3(5)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES(Ground Snow Load = 30 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
494<\/td>\nTABLE 2308.10.3(6) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
495<\/td>\nTABLE 2308.10.3(6)\u2014continued RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground Snow Load = 50 pounds per square foot, Ceiling Attached to Rafters, L\/ = 240) <\/td>\n<\/tr>\n
496<\/td>\nTABLE 2308.10.4.1 RAFTER TIE CONNECTIONSg <\/td>\n<\/tr>\n
497<\/td>\nTABLE 2308.10.9 ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
498<\/td>\nTABLE 2308.10.9\u2013continued ALLOWABLE SPANS FOR 2-INCH TONGUE-AND-GROOVE DECKING <\/td>\n<\/tr>\n
499<\/td>\nFIGURE 2308.11.3.2 STEPPED FOOTING CONNECTION DETAILS <\/td>\n<\/tr>\n
500<\/td>\nFIGURE 2308.11.3.3 OPENINGS IN HORIZONTAL DIAPHRAGMS <\/td>\n<\/tr>\n
501<\/td>\nTABLE 2308.12.4 WALL BRACING IN SEISMIC DESIGN CATEGORIES D AND E (Minimum Length of Wall Bracing per each 25 Linear Feet of Braced Wall Linea)
FIGURE 2308.12.6 (1) BRACED WALL PANELS OUT OF PLANE <\/td>\n<\/tr>\n
502<\/td>\nFIGURE 2308.12.6(2) BRACED WALL PANELS SUPPORTED BY CANTILEVER OR SET BACK
FIGURE 2308.12.6(3) FLOOR OR ROOF NOT SUPPORTED ON ALL EDGES
FIGURE 2308.12.6(4) ROOF OR FLOOR EXTENSION BEYOND BRACED WALL LINE <\/td>\n<\/tr>\n
503<\/td>\nFIGURE 2308.12.6(5) BRACED WALL PANEL EXTENSION OVER OPENING
FIGURE 2308.12.6(6) PORTIONS OF FLOOR LEVEL OFFSET VERTICALLY
FIGURE 2308.12.6(7) BRACED WALL LINES NOT PERPENDICULAR <\/td>\n<\/tr>\n
504<\/td>\nFIGURE 2308.12.6(8) OPENING LIMITATIONS FOR FLOOR AND ROOF DIAPHRAGMS <\/td>\n<\/tr>\n
505<\/td>\nCHAPTER 24 –
\nGLASS AND GLAZING
SECTION 2401 GENERAL
SECTION 2402 DEFINITIONS
SECTION 2403 GENERAL REQUIREMENTS FOR GLASS
SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS
EQUATION 24-1
EQUATION 24-2
EQUATION 24-3
EQUATION 24-4 <\/td>\n<\/tr>\n
506<\/td>\nEQUATION 24-5
EQUATION 24-6
EQUATION 24-7
EQUATION 24-8
EQUATION 24-9
EQUATION 24-10
EQUATION 24-11
EQUATION 24-12 <\/td>\n<\/tr>\n
507<\/td>\nSECTION 2405 SLOPED GLAZING AND SKYLIGHTS <\/td>\n<\/tr>\n
508<\/td>\nEQUATION 24-13
EQUATION 24-14
EQUATION 24-15
SECTION 2406 SAFETY GLAZING
TABLE 2406.1 MINIMUM CATEGORY CLASSIFICATION OF GLAZING <\/td>\n<\/tr>\n
510<\/td>\nSECTION 2407 GLASS IN HANDRAILS AND GUARDS
SECTION 2408 GLAZING IN ATHLETIC FACILITIES
SECTION 2409 GLASS IN ELEVATOR HOISTWAY <\/td>\n<\/tr>\n
511<\/td>\nCHAPTER 25 –
\nGYPSUM BOARD AND PLASTER
SECTION 2501 GENERAL
SECTION 2502 DEFINITIONS
SECTION 2503 INSPECTION
SECTION 2504 VERTICAL AND HORIZONTAL ASSEMBLIES
SECTION 2505 SHEAR WALL CONSTRUCTION <\/td>\n<\/tr>\n
512<\/td>\nSECTION 2506 GYPSUM BOARD MATERIALS
TABLE 2506.2 GYPSUM BOARD MATERIALS AND ACCESSORIES
SECTION 2507 LATHING AND PLASTERING
TABLE 2507.2 LATH, PLASTERING MATERIALS AND ACCESSORIES
SECTION 2508 GYPSUM CONSTRUCTION
TABLE 2508.1 INSTALLATION OF GYPSUM CONSTRUCTION <\/td>\n<\/tr>\n
513<\/td>\nTABLE 2508.5 SHEAR CAPACITY FOR HORIZONTAL WOOD FRAMED GYPSUM BOARD DIAPHRAGM CEILING ASSEMBLIES
SECTION 2509 GYPSUM BOARD IN SHOWERS AND WATER CLOSETS <\/td>\n<\/tr>\n
514<\/td>\nSECTION 2510 LATHING AND FURRING FOR CEMENT PLASTER (STUCCO)
SECTION 2511 INTERIOR PLASTER
TABLE 2511.1.1 INSTALLATION OF PLASTER CONSTRUCTION <\/td>\n<\/tr>\n
515<\/td>\nSECTION 2512 EXTERIOR PLASTER
TABLE 2512.6 CEMENT PLASTERSa
SECTION 2513 EXPOSED AGGREGATE PLASTER <\/td>\n<\/tr>\n
517<\/td>\nCHAPTER 26 –
\nPLASTIC
SECTION 2601 GENERAL
SECTION 2602 DEFINITIONS
SECTION 2603 FOAM PLASTIC INSULATION <\/td>\n<\/tr>\n
520<\/td>\nSECTION 2604 INTERIOR FINISH AND TRIM
FIGURE 2603.8 TERMITE INFESTATION PROBABILITY MAP <\/td>\n<\/tr>\n
521<\/td>\nSECTION 2605 PLASTIC VENEER
SECTION 2606 LIGHT-TRANSMITTING PLASTICS <\/td>\n<\/tr>\n
522<\/td>\nSECTION 2607 LIGHT-TRANSMITTING PLASTIC WALL PANELS
TABLE 2607.4 AREA LIMITATION AND SEPARATION REQUIREMENTS FOR LIGHT-TRANSMITTING PLASTIC WALL PANELSa <\/td>\n<\/tr>\n
523<\/td>\nSECTION 2608 LIGHT-TRANSMITTING PLASTIC GLAZING
SECTION 2609 LIGHT-TRANSMITTING PLASTIC ROOF PANELS <\/td>\n<\/tr>\n
524<\/td>\nTABLE 2609.4 AREA LIMITATIONS FOR LIGHT-TRANSMITTING PLASTIC ROOF PANELS
SECTION 2610 LIGHT-TRANSMITTING PLASTIC SKYLIGHT GLAZING
SECTION 2611 LIGHT-TRANSMITTING PLASTIC INTERIOR SIGNS <\/td>\n<\/tr>\n
527<\/td>\nCHAPTER 27 –
\nELECTRICAL
SECTION 2701 GENERAL
SECTION 2702 EMERGENCY AND STANDBY POWER SYSTEMS <\/td>\n<\/tr>\n
529<\/td>\nCHAPTER 28 –
\nMECHANICAL SYSTEMS
SECTION 2801 GENERAL <\/td>\n<\/tr>\n
531<\/td>\nCHAPTER 29 –
\nPLUMBING SYSTEMS
SECTION 2901 GENERAL <\/td>\n<\/tr>\n
533<\/td>\nCHAPTER 30 –
\nELEVATORS AND CONVEYING SYSTEMS
SECTION 3001 GENERAL
SECTION 3002 HOISTWAY ENCLOSURES
SECTION 3003 EMERGENCY OPERATIONS <\/td>\n<\/tr>\n
534<\/td>\nSECTION 3004 HOISTWAY VENTING
SECTION 3005 CONVEYING SYSTEMS <\/td>\n<\/tr>\n
535<\/td>\nSECTION 3006 MACHINE ROOMS <\/td>\n<\/tr>\n
537<\/td>\nCHAPTER 31 –
\nSPECIAL CONSTRUCTION
SECTION 3101 GENERAL
SECTION 3102 MEMBRANE STRUCTURES <\/td>\n<\/tr>\n
538<\/td>\nSECTION 3103 TEMPORARY STRUCTURES
SECTION 3104 PEDESTRIAN WALKWAYS AND TUNNELS <\/td>\n<\/tr>\n
539<\/td>\nSECTION 3105 AWNINGS AND CANOPIES <\/td>\n<\/tr>\n
540<\/td>\nSECTION 3106 MARQUEES
SECTION 3107 SIGNS
SECTION 3108 RADIO AND TELEVISION TOWERS
SECTION 3109 SWIMMING POOL ENCLOSURES AND SAFETY DEVICES <\/td>\n<\/tr>\n
543<\/td>\nCHAPTER 32 –
\nENCROACHMENTS INTO THE PUBLIC RIGHT-OF-WAY
SECTION 3201 GENERAL
SECTION 3202 ENCROACHMENTS <\/td>\n<\/tr>\n
545<\/td>\nCHAPTER 33 –
\nSAFEGUARDS DURING CONSTRUCTION
SECTION 3301 GENERAL
SECTION 3302 CONSTRUCTION SAFEGUARDS
SECTION 3303 DEMOLITION
SECTION 3304 SITE WORK
SECTION 3305 SANITARY <\/td>\n<\/tr>\n
546<\/td>\nSECTION 3306 PROTECTION OF PEDESTRIANS
TABLE 3306.1 PROTECTION OF PEDESTRIANS <\/td>\n<\/tr>\n
547<\/td>\nSECTION 3307 PROTECTION OF ADJOINING PROPERTY
SECTION 3308 TEMPORARY USE OF STREETS, ALLEYS AND PUBLIC PROPERTY
SECTION 3309 FIRE EXTINGUISHERS
SECTION 3310 EXITS
SECTION 3311 STANDPIPES <\/td>\n<\/tr>\n
548<\/td>\nSECTION 3312 AUTOMATIC SPRINKLER SYSTEM <\/td>\n<\/tr>\n
549<\/td>\nCHAPTER 34 –
\nEXISTING STRUCTURES
SECTION 3401 GENERAL
SECTION 3402 DEFINITIONS
SECTION 3403 ADDITIONS, ALTERATIONS OR REPAIRS <\/td>\n<\/tr>\n
550<\/td>\nSECTION 3404 FIRE ESCAPES <\/td>\n<\/tr>\n
551<\/td>\nSECTION 3405 GLASS REPLACEMENT
SECTION 3406 CHANGE OF OCCUPANCY
SECTION 3407 HISTORIC BUILDINGS
SECTION 3408 MOVED STRUCTURES
SECTION 3409 ACCESSIBILITY FOR EXISTING BUILDINGS <\/td>\n<\/tr>\n
552<\/td>\nTABLE 3409.8.5 RAMPS <\/td>\n<\/tr>\n
553<\/td>\nSECTION 3410 COMPLIANCE ALTERNATIVES <\/td>\n<\/tr>\n
554<\/td>\nEQUATION 34-1 <\/td>\n<\/tr>\n
555<\/td>\nEQUATION 34-2
EQUATION 34-3
TABLE 3410.6.3 COMPARTMENTATION VALUES
TABLE 3410.6.4 SEPARATION VALUES <\/td>\n<\/tr>\n
556<\/td>\nTABLE 3410.6.5 CORRIDOR WALL VALUES
EQUATION 34-4
TABLE 3410.6.6 (1) VERTICAL OPENING PROTECTION VALUE
TABLE 3410.6.6(2) CONSTRUCTION-TYPE FACTOR <\/td>\n<\/tr>\n
557<\/td>\nTABLE 3410.6.8 AUTOMATIC FIRE DETECTION VALUES
TABLE 3410.6.9 FIRE ALARM SYSTEM VALUES
TABLE 3410.6.10 SMOKE CONTROL VALUES <\/td>\n<\/tr>\n
558<\/td>\nTABLE 3410.6.11 MEANS OF EGRESS VALUES
TABLE 3410.6.12 DEAD-END VALUES <\/td>\n<\/tr>\n
559<\/td>\nTABLE 3410.6.14 ELEVATOR CONTROL VALUES
TABLE 3410.6.15 MEANS OF EGRESS EMERGENCY LIGHTING VALUES
TABLE 3410.6.16 MIXED OCCUPANCY VALUESa
TABLE 3410.6.17 SPRINKLER SYSTEM VALUES <\/td>\n<\/tr>\n
560<\/td>\nTABLE 3410.6.18 INCIDENTAL USE AREA VALUESa
TABLE 3410.8 MANDATORY SAFETY SCORESa <\/td>\n<\/tr>\n
561<\/td>\nTABLE 3410.7 SUMMARY SHEET \u2014 BUILDING CODE
TABLE 3410.9 EVALUATION FORMULASa <\/td>\n<\/tr>\n
563<\/td>\nCHAPTER 35 –
\nREFERENCED STANDARDS
AA – ALUMINUM ASSOCIATION
AAMA – AMERICAN ARCHITECTURAL MANUFACTURERS ASSOC.
ACI – AMERICAN CONCRETE INSTITUTE <\/td>\n<\/tr>\n
564<\/td>\nAF&PA – AMERICAN FOREST & PAPER ASSOC.
AHA -AMERICAN HARDWOOD ASSOC.
AISC – AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AISI – AMERICAN IRON AND STEEL INSTITUTE <\/td>\n<\/tr>\n
565<\/td>\nAITC – AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
ALI – AUTOMOTIVE LIFT INSTITUTE
ANSI – AMERICAN NATIONAL STANDARDS INSTITUTE <\/td>\n<\/tr>\n
566<\/td>\nAPA – ENGINEERED WOOD ASSOC.
ASAE – AMERICAN SOCIETY OF AGRICULTURAL ENGINEERS
ASCE\/SEI – AMERICAN SOCIETY OF CIVIL ENGINEERS <\/td>\n<\/tr>\n
567<\/td>\nASME – AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ASTM – ASTM INTERNATIONAL <\/td>\n<\/tr>\n
573<\/td>\nAWCI – THE ASSOC. OF THE WALL AND CEILING INDUSTRIES INTERNATIONAL
AWPA – AMERICAN WOOD – PRESERVERS’ ASSOC.
AWS – AMERICAN WELDING SOCIETY <\/td>\n<\/tr>\n
574<\/td>\nBHMA – BUILDERS HARDWARE MANUFACTUREERS’ ASSOC.
CGSB – CANADIAN GENERAL STANDARDS BOARD
CSA – CANADIAN STANDARDS ASSOC.
CPSC – CONSUMER PRODUCT SAFETY COMMISSION
CSSB – CEDAR SHAKE AND SHINGLE BUREAU <\/td>\n<\/tr>\n
575<\/td>\nDASMA – DOOR AND ACCESS SYSTEMS MANUFACTURERS
DOC – U.S. DEPARTMENT OF COMMERCE
DOL – U.S. DEPARTMENT OF LABOR
DOTn – U.S. DEPARTMENT OF TRANSPORTATION
FEMA – FEDERAL EMERGENCY MANAGEMENT AGENCY <\/td>\n<\/tr>\n
576<\/td>\nFM – FACTORY MUTUAL
GA – GYPSUM ASSOC.
HPVA – HARDWOOD PLYWOOD VENEER ASSOC.
ICC- INTERNATIONAL CODE COUNCIL, INC <\/td>\n<\/tr>\n
577<\/td>\nISO – INTERNATIONAL STANDARDS ORGANIZATION
MI – MICHIGAN DEPARTMENT OF LABOR & ECONOMIC GROWTH
NAAMM – NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS
NCMA – NATIONAL CONCRETE MASONRY ASSOC.
NFPA – NATIONAL FIRE PROTECTION ASSOC. <\/td>\n<\/tr>\n
579<\/td>\nPCI – PRECAST PRESTRESSED CONCRETE INSTITUTE
PTI – POST-TENSIONING INSTITUTE
RMI – RACK MANUFACTURERS INSTITUTE
SJI – STEEL JOIST INSTITUTE
SPRI – SINGLE-PLY ROOFING INSTITUTE
TIA – TELECOMMUNICATIONS INDUSTRY ASSOC. <\/td>\n<\/tr>\n
580<\/td>\nTMS – THE MASONRY SOCIETY
TPI -TRUSS PLATE INSTITUTE
UL – UNDERWRITERS LABORATORIES, INC <\/td>\n<\/tr>\n
581<\/td>\nULC – UNDERWRITERS LABORATORIES OF CANADA
USC – UNITED STATES CODE
WDMA – WINDOW AND DOOR MANUFACTURERS ASSOC.
WRI – WIRE REINFORCEMENT INSTITUTE, INC <\/td>\n<\/tr>\n
583<\/td>\nAPPENDIX F –
\nRODENTPROOFING
SECTION F101 GENERAL <\/td>\n<\/tr>\n
585<\/td>\nAPPENDIX G –
\nFLOOD-RESISTANT CONSTRUCTION
SECTION G101 ADMINISTRATION
SECTION G102 APPLICABILITY
SECTION G103 POWERS AND DUTIES <\/td>\n<\/tr>\n
586<\/td>\nSECTION G104 PERMITS
SECTION G105 VARIANCES <\/td>\n<\/tr>\n
587<\/td>\nSECTION G201 DEFINITIONS <\/td>\n<\/tr>\n
588<\/td>\nSECTION G301 SUBDIVISIONS
SECTION G401 SITE IMPROVEMENT
SECTION G501 MANUFACTURED HOMES
SECTION G601 RECREATIONAL VEHICLES <\/td>\n<\/tr>\n
589<\/td>\nSECTION G701 TANKS
SECTION G801 OTHER BUILDING WORK
SECTION G901 REFERENCED STANDARDS <\/td>\n<\/tr>\n
591<\/td>\nAPPENDIX H –
\nSIGNS
SECTION H101 GENERAL
SECTION H102 DEFINITIONS
SECTION H103 LOCATION
SECTION H104 IDENTIFICATION <\/td>\n<\/tr>\n
592<\/td>\nSECTION H105 DESIGN AND CONSTRUCTION
SECTION H106 ELECTRICAL
SECTION H107 COMBUSTIBLE MATERIALS
SECTION H108 ANIMATED DEVICES
SECTION H109 GROUND SIGNS <\/td>\n<\/tr>\n
593<\/td>\nSECTION H110 ROOF SIGNS
SECTION H111 WALL SIGNS
SECTION H112 PROJECTING SIGNS <\/td>\n<\/tr>\n
594<\/td>\nSECTION H113 MARQUEE SIGNS
SECTION H114 PORTABLE SIGNS
TABLE 4-A SIZE, THICKNESS AND TYPE OF GLASS PANELS IN SIGNS
TABLE 4-B THICKNESS OF PROJECTION SIGN
SECTION H115 REFERENCED STANDARDS <\/td>\n<\/tr>\n
595<\/td>\nINDEX <\/td>\n<\/tr>\n
623<\/td>\nDEPARTMENT OF LABOR & ECONOMIC GROWTH BUREAU OF CONSTRUCTION CODES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Michigan Building Code<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
MI<\/b><\/a><\/td>\n2006<\/td>\n623<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":8561,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2721],"product_tag":[],"class_list":{"0":"post-8560","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-mi","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/8560","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\/8561"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=8560"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=8560"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=8560"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}