Laserfiche WebLink
FOUNDATION- IRC Chapter 4 <br />1. Foundation Drainage. Drams all sides below grade Drain tiles perloraled <br />pipe shall be installed below area to be protected d discharge by gravity or <br />mach. means into approved system. Gravel 12- beyond 8 6 in above top <br />of fig. Cover with approved finer membrane material. <br />2. Foundations must extend at least 6' above finished grade. <br />3. All footings shall rest on firm, undisturbed native soils or engineered fill. <br />4. Sod compacted and Tree of all debris <br />CONCRETE FLOOR. IRC Chapter 5 SECTION R506 <br />1. R506.1 General. <br />Concrete slab•omground noors shall be designed and constructed in <br />accordance with the prowssons of this section or ACI 332, <br />2. R506.2 Site preparation. <br />The area within the foundation walls shall have all vegetation, top soil and <br />foreign material removed. <br />3. R506 2.1 Fill. <br />Fib material shall be free of vegetation and foreign material. The fill shall be <br />compacted 10 assure umfonn support of the slab, and except where approved. <br />the fill depths shall not exceed 24 inches for clean sand or gravel and 8 inches <br />for earth. <br />4. R506.2.2 Base. <br />4-much•Ihrck base course Consisting OI Clean graded sand. gravel, crushed stone <br />or Crushed blast -furnace slag passing a 2-inch sieve shall be placed on the <br />prepared subgrade when the slab is below grade <br />Exception: A base Course is not required when the concrete slab is installed on <br />wait doomed do, sand gravel mixture mils classified as Group I according to the <br />United Soil Classification System in accordance with Table R405.1. <br />T•3 12' i— 3' 3- <br />12 <br />00 <br />I— z <br />Z0 <br />]O <br />O <br />LLf <br />z <br />W O <br />z <br />Z �K <br />0 — <br />IJ 2 <br />zo O <br />1 <br />r <br />ri <br />0 <br />W <br />O <br />N <br />112' A B <br />Hose Bob location <br />per poor plan <br />LY-11' <br />14'•6'— <br />36' -- <br />21' 6' <br />t 8'•a il2' — t3'•2' 3'-11' <br />48 <br />S II <br />-----__—___— <br />_ _ r — — — — — — — — — — — — — -- — — <br />I.I <br />< I 132 <br />I� <br />\__12' deep ftg <br />wl (2) 4 4 ea. way <br />GARGAGE <br />4-Cone Slab <br />w16a610110 WWF <br />of 6 mil Vapor Barrier <br />of 4' free draining Granular fill <br />LEGEND: <br />O1Q INCH OIA. ANCHOR BOLT SPACING (IN.) <br />1�7 NORTH <br />12' deep ftg <br />wl (2) 4 4 ea. Way 3*03 014- thick Hot Dipped Gaiv. <br />Plate Washers.and nuts to tightened <br />on each hot to the plate <br />(3) IF2-A B. (3) 117- A.B------------------ <br />THICKEN LOGE OF SLAM 1-'0 it DOOR ITYP) <br />314 <br />16'-2'— —T-1 <br />Foundation Plan <br />1/4"= Y-0' <br />DO NOT SCALE THESE DRAWINGS <br />Written dimensions will have perlerence over <br />scaled dimensions. <br />0 <br />J119 I <br />0 <br />N <br />o <br />C <br />m <br />a <br />C <br />0 <br />A <br />a <br />C <br />0 <br />ur l� <br />C <br />N <br />al ON <br />m T <br />l7 � j I <br />o C <br />d) <br />G u3 <br />0 <br />Q <br />e v E <br />W �0 <br />gzmp <br />J m <br />y m a ry E <br />e om C c�v <br />r. <br />ry <br />a o n �o a <br />g tY a Q <br />w 7 e J a <br />W N V <br />i E <br />O <br />DATE: <br />5/14/2014 <br />SCALE: <br />SHEET: <br />A-2 <br />�3 j <br />