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TABLE T <br /> MAXIMUM HORIZONTAL SPACING OF VERTICAL CONTROL JOINTS <br /> ► , Wall Vertical Spacing of Bed 'Joint Reinforcement (inches) Maximum Horizontal Spacing ( feet) <br /> ► <br /> Exterior ' none 20 <br /> 16 26 <br /> 8 32 - <br /> • Interior none . ` • 26 <br /> 16 . 32 <br /> 8 36 <br /> 4 MATERIALS <br /> 4 . 1 ► Cementitious Materials.- Materials shall conform to the following applicable specifications: : <br /> 4. 1 . 1 Tortland Cement - ASTM-150 ; <br /> 4 . 1 .2 Blended Cements • ASTM C- 595 <br /> 4 . 1 .3 Pozzolans - ASTM C-618 <br /> 4 . 1 .4 Blast Furnace Slag Cement - ASTM C-984 <br /> 4.2 ► Aggregates . Aggregates shall conform to the following specifications, except that grading requirements -shall not necessarily apply: <br /> 4.2 .1 Normal Weight Aggtegates ASTM C-33 <br /> 4 .2 .2 lightweight Aggregates' - ASTM C-331 . <br /> 4 .3 ► Integral Water Repellent AdmkWm. <br /> Funits be manufactured with an integral water repellent admixture, applied at the .dosage recommended by the admixture manufacturer: : . <br /> 4 .3. 2 The integral water repellent admixture shall be certified, by the admixture manufacturer, with the wall showing no visible water when <br />tested in accordance <br /> � . with E 514-90. . <br /> 4 .4 ► Other Constituents Air entraining agents, coloring pigments, integral water repellents, finely ground silica, and other constituents shall <br /> be •previously established as <br /> suitable for use in concrete masonry and shall conform to applicable ASTM Standards or shall be shown by test or experience to be not detrimental <br /> to the durability ' <br /> of the concrete masOmy units or any material Customarily used in masonry construction. <br /> S PHYSICAL REQUIREMENTS • ' <br /> 5. 1 ► CMd's • After. 28 days from the time. of manufacture, the units shall conform to the physical requirements prescribed in Table 3 . <br /> 5 .2 ► All units shall have a minimum age of 7 days prior to delivery to the job site. <br /> 5.3 ► Face Shell (FST) and web thicknesses (WT) for hollow units shall conform to the requirements listed . in Table 2 : <br /> TABLE 2 <br /> MINIMUM THICKNESS OF FACE- SHELLS AND WEBS <br /> ► Nominal Width (W) Of Units ► Face Shell Thickness• (FST) Minimum ► WeV Minimum Thickness ► Equivalent Web' Minimum Thickness <br /> Inches Inches Inches ; ' Inches . <br /> 4 3/4 . 3/4 1 S/R• <br /> 6 1 1 21/4 <br /> 8 1 1/4 . 1 • 2 1/4 <br /> 10 . 13/8 11/8 .21/2 <br /> 12 1 1/2 11/8 21 j2 ' <br /> ► A Average of measurements on 3 units taken at the thinnest points when mePsured as described in C140. When this Stdndord is used for split face u r ts, <br />a maximum of 10 percent of a split face shbr area moy have thickness less <br /> than those shown, but notkss that 3/4 inch: <br /> 6 Sum of the meosured thickness of all webs in the unit, multiplied by-12 and divided by the length of.the amt. <br /> ' -5 .4 ► Solid Units: <br /> 5.4 . 1 The net cross-sectional area of solid units in every plane parallel to the bearing' surface shall. not be .less than 75% of the <br /> gross cross-sectional area measured <br /> in the some plane: <br /> phone: I e 800 . 4 a TARMAC url : www.tarmocamenca.com ' 2/98 . <br />