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BID SPECIFICATION <br />5.Joints required in flat work, see plans for requirements. <br />6.All cast in-place concrete shall be poured to dimensions specified in final plans. <br />7.Steel rebar to be supplied by Romtecand installed as specified in final plans. <br />8.Concrete is to be cured in accordance withACI 308. <br />F.Concrete slab sealer shall be supplied byRomtec. <br />1.Concrete slab sealer shall be a water-based transparent curing, sealing and dust <br />proofing compound. Two (2) coats to be applied per manufacturer’s instructions. <br />2.3WALLS <br />A.Concrete Masonry Units -CMUshall be supplied by Romtec. <br />1.Exterior walls shall beconstructed of 8"W x 16"L x 8"H splitface, mortar joint <br />concrete masonry units (concrete blocks). <br />2.Interior latex epoxy paint finish. <br />B.Masonry (concrete) groutshall be supplied by Romtec. <br />® <br />1.Horn HydratitePlusshall be mixed with grout, in a continuous bed for the first <br />course of blocks. This material provides a watertight seal at the base of the <br />walls. <br />2.Grout shall have a minimum compressive strength of 2500 psi at 28 days, 9+/-1 <br />in. slump, with max ½ in. aggregate. <br />3.Fine or coarse grout may be used in accordance with 2009 UBC. <br />4.All CMU must be fully grouted and may not be wetted. <br />C.Rebar in wallsshall be supplied by Romtec. <br />1.All walls have #4 and # 5 rebar, see plans for spacing. <br />2.All rebar used in building must meet ASTM A615 manufacturing standards and <br />is to be placed per plans. <br />D.Wire weave gable vents shall be supplied by Romtec. <br />E.Door system components shall be supplied by Romtec. <br />1.Doorsand frames <br />2.Hinges <br />3.Door locks <br />Romtec Inc. <br />Page 5of 8 <br /> <br />