International Residential Code for One- and Two-family DwellingsThe 2003 International Residential Code brings uniformity to construction of one- and two-family dwellings and townhouses up to three stories high. A comprehensive code for homebuilding, this book brings together all building, plumbing, mechanical, and electrical provisions for one- and two-family residences. It establishes minimum regulations using prescriptive provisions, and is founded on broad-based principles that make possible the use of new materials and building designs. This 2003 edition is fully compatible with all the International Codes published by the International Code Council (ICC). |
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Page 73
... reinforcing bar sizes and spacings having an equivalent cross - sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches . c . Vertical reinforcement ...
... reinforcing bar sizes and spacings having an equivalent cross - sectional area of reinforcement per lineal foot of wall shall be permitted provided the spacing of the reinforcement does not exceed 72 inches . c . Vertical reinforcement ...
Page 160
... reinforcement shall consist of at least two wires of W1.7 spaced not more than 16 inches ( 406 mm ) ; or bond beam reinforcement shall be pro- vided of at least one No. 4 bar spaced not more than 10 feet ( 3048 mm ) . Horizontal ...
... reinforcement shall consist of at least two wires of W1.7 spaced not more than 16 inches ( 406 mm ) ; or bond beam reinforcement shall be pro- vided of at least one No. 4 bar spaced not more than 10 feet ( 3048 mm ) . Horizontal ...
Page 161
... REINFORCEMENT AREASa ( inches per square foot ) MINIMUM REINFORCEMENT AS DISTRIBUTED IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS ( inches per square foot ) MINIMUM BAR SIZE FOR REINFORCEMENT SPACED AT 48 6 8 10 12 0.135 0.183 0.231 0.279 ...
... REINFORCEMENT AREASa ( inches per square foot ) MINIMUM REINFORCEMENT AS DISTRIBUTED IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS ( inches per square foot ) MINIMUM BAR SIZE FOR REINFORCEMENT SPACED AT 48 6 8 10 12 0.135 0.183 0.231 0.279 ...
Contents
AE502 Foundation Systems | 61 |
Part IIIBuilding Planning and Construction 21 | 86 |
E3703 Underground Installation Requirements | 468 |
Copyright | |
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12 inches accor accordance with Section accordance with Table ampacity appliance applied approved ASTM bonding jumper braced wall line ceiling joists clearance clothes dryer combustion air comply concrete conductors connected construction dead load Design Required diameter draft hood ducts equipment exceed FAN NAT FAN fastened feet fireplace fixture floor flue foundation walls furnace grade Ground snow load grounding conductor grout heaters heating height horizontal ICF wall installed in accordance insulating concrete form insulation joints kN/m² less LINTEL listed and labeled load-bearing located manufacturer's installation instructions masonry heater maximum metal minimum nail NAT FAN NAT opening outlet permitted piping material plate pound per square pressure R-value rafter spans reinforcement roof screws Seismic Design Category sheathing slope snow load psf Southern pine space square foot studs thickness tion Type underlayment units valve vent connector venting system vertical wall studs Wood shingles wood structural panel yield strength