WORK THIS DRAWING WITH:ZE#A.3003 - BOTTOM INSULATION OVERVIEWZE#A.3006 - BOTTOM ANCHOR DETAILZA#A.3001 - GENERAL ARRANGEMENT DRAWING2) THE THIRD AND FOURTH CELLULAR GLASS BLOCK LAYER IS TO CUT IN AN ANGLE OF 45°AT THE CONNECTION TO THE CONCRETE BEARING RING (ZE#A.DWG.3003)3) ALL DIMENSIONS SHALL BE CHECKED ON SITE4) TOP SURFACE OF EACH LAYER OF CELLULAR GLASS BLOCKS BE LEVEL WITHIN+/- 10MM(MAX. DIFFERENCE 20) IN ANY 3000 SEGMENT, EXCEPT UNDER LOAD DISTRIBUTION RING+/- 3 (MAX. DIFFERENCE 6) IN ANY 7500 ARC AND +/- 6 (MAX. DIFFERENCE 12) AROUNDTOTAL CIRCUMFERENCE. DIRECTLY ADJACENT CELLULAR GLASS BLOCKS SHALL HAVE AMAX. VERTICAL OFFSET TO EACH OTHER OF +/- 2 (MAX. DIFFERENCE 4). THE FINISHEDSURFACE SHALL BE SMOOTH AND UNIFORM WITHOUT ANY ABRUPT CHANGES INELEVATION DUE TO DIFFERENCES IN BLOCK POSITION.5) BITUMINOUS FOIL BETWEEN CELLULLAR GLASS BLOCKS IS BUTT JOINTED. TOP LAYER OFBITUMINOUS FOIL IS TO INSTALL WITH AN OVERLAP OF MIN. 100 MM.6) CELLULAR GLASS BLOCKS SMALLER THAN APPROXIMATELY 1/3 BLOCK MUST NOT BEUSED.7) MINIMUM WIDTH OF ANY ADHESIVE SURFACE OF LIQUID TIGHT BARRIER: 100 MM8) CUT COMPOUND FOIL (01.07) ON SITE TO FIT LAYOUT9) CELLULAR GLASS BLOCK LAYERS SHALL HAVE STAGGERED LAYOUT MINIMUM OFFSETBETWEEN ANY TWO JOINTS 100MM.10) FOR LIQUID TIGHT BARRIER DETAIL ON OUTER TANK SHELL SEE ZE#A.3006.