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5/8"0 ANCHOR BOLTS, CUT WASHER, & W/ <br /> _Vs 3" SQ. PLATE WASHER @ 48" O.C. MIN. <br /> i <br /> (1) — #5 TOP CONT. <br /> (2) — #5 BOTTOM CONT. <br /> SLAB—ON—GRADE REINFORCEMENT <br /> SILL PLATE i, / PER A/E <br /> PER DRAWINGS <br /> r1=1/ 6 MIL MIN. VAPOR BARRIER <br /> ppm <br /> \ \ <br /> w 2 , CLR — a 0_ <br /> \ I d- >- <br /> A <br /> ,.. \ <br /> Lv I a o�o�o�o�o�o�o�o�o�ovovo <br /> a_ 1 1-14 / <br /> roNoNoNoNoNoNoNoNoNoN N Nom <br /> 444444444444 <br /> ,s,I \ -4-4-44-44-4-4-44P4P4t4 -,1- <br /> 00 3", CLR v=i a►a►-44-44-44„=%%•ii <br /> n • <br /> (o(o(o(o(o(_,,,,o,ovoo, <br /> \ \ , <br /> \ )i <br /> 3/4" BASE COURSE, <br /> = 16" <br /> 1_ Q COMPACTED 90% <br /> N COMPACTED SUBGRADE <br /> I.... / PER R403.2 <br /> 'N <br /> #3 @ 24" O.C. IN—SITU SOLID ROCK <br /> CO \T \ OS FOOT \ C DITAL © SOLID ROCK <br /> The applicability of this detail and the allowance for having a non—embedded footing is <br /> limited to those sites where the building site is entirely composed of solid rock in its <br /> original unripped state. Otherwise, the requirements of 2006 IRC Section R403 applies <br /> and the minimum footing embedment of 12" is required. This detail applies only to <br /> single—family residential construction. In structures exceeding two—story in height, use <br /> of this detail is prohibited. This detail is not applicable where the soil is other than <br /> solid rock. The County assumes no liability for the use, misuse or misapplication of <br /> this detail and it is the licensed professional who assumes all such liability. The County <br /> also reserves the right to reject the use of this detail at its discretion upon discovery <br /> that the in—situ requirements noted above are not satisfied. <br /> R403.2 Footings for wood foundations. Footings for wood foundations shall be in <br /> accordance with Figures R403.1 (2) and R403.1 (3). Gravel shall be washed and well <br /> graded. The maximum size stone shall not exceed 3/4 inch (19.1 mm). Gravel shall be <br /> free from organic, clayey or silty soils. Sand shall be coarse, not smaller than <br /> 1/16—inch (1 .6 mm) grains and shall be free from organic, clayey or silty soils. <br /> Crushed stone shall have a maximum size of 1/2 inch (12.7 mm). <br /> PROJECT TITLE: COUNTY OF HAWAII <br /> ,,,,,-..-AL,..„,___q <br /> �, DPW STANDARD DETAIL� , <br /> qtr:h.,-11!:,,,/, tri <br /> — <br /> 7,- / <br /> JUN 2017 <br /> Nn ��,. F ' P, <br /> REV DESCRIPTION DATE <br /> SHEET TITLE: <br /> COUNTY OF HAWAIICONTINUOUS FOOTING DESIGN BY: NE SHTNo. <br /> DEPARTMENT OF PUBLIC WORKS FTG-01 <br /> BUILDING DIVISION DETAIL AT SOLID ROCK DRAWN BY: NB <br /> 101 PAUAHI ST;SUITE 7 <br /> HILO,HI 96720 CHECKED BY: NE - OF - SHTS <br />