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Specifications - Lord and Son Construction, Inc.

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with expansion anchors.<br />

C. Air Infiltration Barrier - Liquid Applied:<br />

1. Liquid applied membrane to be ready-mixed, flexible waterproofing material<br />

system. System shall consist of fabric joint treatment <strong>and</strong> liquid applied<br />

waterproofing material, <strong>and</strong> all other related components to create a complete<br />

system.<br />

2. Product: Provide system equal to Sto "StoGuard" with "EmeraldCoat"<br />

membrane.<br />

PART 3 – EXECUTION<br />

3.1 INSTALLATION<br />

A. Thickness: Build masonry construction to the actual thickness indicated. In most<br />

cases floor plan dimensions indicate nominal thickness <strong>and</strong> require deducting 3/8<br />

inch to determine actual thickness.<br />

B. Layout concrete masonry to provide equal cuts at each end of individual wall<br />

panels where practicable. Follow CMU layout indicated on Drawings.<br />

C. Lay-up walls plumb <strong>and</strong> true <strong>and</strong> with courses level, accurately spaced <strong>and</strong><br />

coordinated with other work.<br />

D. Built-in Work: As construction progresses, build in items specified in this <strong>and</strong> other<br />

Sections. Fill in solidly with masonry around built-in items.<br />

1. Where built-in items are to be embedded in cores of hollow masonry units,<br />

place a layer of monofilament screen such as Dur-O-Wal's Dur-O-Stop in the<br />

joint below <strong>and</strong> rod mortar or grout into core.<br />

E. Fill space between steel frames <strong>and</strong> other openings <strong>and</strong> masonry solidly with<br />

mortar unless otherwise indicated.<br />

F. Grouting: Do not place grout until entire height of masonry to be grouted has<br />

attained enough strength to resist grout pressure.<br />

1. Comply with requirements in ACI 530.1/ASCE 6/TMS 602 for cleanouts <strong>and</strong><br />

for grout placement, including minimum grout space <strong>and</strong> maximum pour<br />

height.<br />

2. Low lifting grouting procedures shall be utilized for all masonry filled cell<br />

construction. Limit pour heights to a maximum of 48 inches <strong>and</strong> utilize a<br />

course grout mix.<br />

MAHG121038 04 20 00 - 3 UNIT MASONRY

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