Page 135 - 2018_IRC
P. 135

FOUNDATIONS







                4000  Wall width (inches)  2  1  0  1  8  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  6  7  7  1  7  1  7  1










                3500  Wall width (inches)  2  1  0  1  8  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  4  4  5  7  1  5  1  4  1  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  6  8  9  9  1  0  2  9  1







              LOAD-BEARING VALUE OF SOIL (psf)  3000  GP, GW c  Wall width (inches)  2  1  0  1  8  2  4  4  4  7  1  5  1  3  1  7  4  4  4  7  1  5  1  3  1  7  4  4  4  4  7  1  5  1  3  1  7  4  4  4  7  1  5  1  3  1  7  4  4  4  7  1  5  1  3  1  7  4  6  7  7  7  1  7  1  7  1  1  4  4  4  7  1  5  1  3  1  7  4  4  6  5  7  1  5  1  5  1  8  8  0  1  2  1  2  2  2  2  2  2  2  6











          TABLE R403. MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGS a, b  (inches)  2500  Wall width (inches)  1  0  1  8 Conventional light-frame construction  4  4  4  1  5  1  3  1  4  4  4  1  5  1  3  1  4  6  1  5  1  5  1 4-inch brick veneer over light-frame or 8-inch hollow concrete masonry  4  4  4  1  5  1  3  1  4  4  5  1  5  1  4  1  8  0  1  2  0  2  0  2 8-inch solid or fully grouted masonry  4  4  4  1  5  1  3  1  7  9  1  9  1  9  1  1  4  1  6  1  2  7









                2000  SC, GC, SM, GM, SP, SW c  Wall width (inches)  2  1  0  1  8  4  4  4  7  1  5  1  3  1  4  4  4  7  1  5  1  3  1  5  7  9  8  1  9  1  9  1  4  4  4  7  1  5  1  3  1  4  6  8  7  1  7  1  8  1  1  1  3  1  4  1  5  2  6  2  5  2  4  4  4  7  1  5  1  3  1  9  1  1  2  1  3  2  3  2  2  2  8  1  9  1  1  2  3  3  2  3  3  3









                1500  MH, CH, CL, ML c  Wall width (inches)  2  1  0  1  4  4  7  1  5  1  4  4  7  1  5  1  0  1  2  1  4  2  4  2  4  4  7  1  5  1  9  1  1  3  2  3  2  8  1  0  2  3  3  4  3  4  6  7  1  7  1  5  1  7  1  0  3  0  3  7  2  9  2  4  4  4  4 1 inch = 25.4 mm, 1 plf = 14.6 N/m, 1 pound per square foot = 47.9 N/m 2 . Linear interpolation of stone depth between wall widths is permitted within each Load-Bearing Value of Soil (psf). Soil classes are in accordance with t





                 DEPTH (D)   AND WIDTH   (W)  8  4  D  3  1  W  6  D  5  1  W  4  1  D  5  2  W  4  D  3  1  W  2  1  D  2  2  W  1  2  D  3  3  W  7  D  7  1  W  9  1  D  0  3  W  0  3  D  3  4  W Crushed stone must be consolidated in 8-inch lifts with a plate vibrator.




                 UNIFORM  WALL  LOAD  1100 plf  1800 plf  2900 plf  1500 plf  2700 plf  4000 plf  2000 plf  3600 plf  5300 plf



                  NUMBER  OF  STORIES  1-story  2-story  3-story  1-story  2-story  3-story  1-story  2-story  3-story  For SI:  a.  b.  c.





         110                                                                 2018 INTERNATIONAL RESIDENTIAL CODE  ®
  Copyrighted © 2017 by, or licensed to, ICC (ALL RIGHTS RESERVED); licensed to UL, LLC pursuant to License Agreement with ICC. No further reproductions authorized or distribution authorized.
  ANY UNAUTHROIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT; AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER.
   130   131   132   133   134   135   136   137   138   139   140