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TABLE 88
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Construction During Cold Weather Per MSJC 2002 Precautions During Placement Heat sand or mixing water to produce mortar temperature between 40 F (44 C) and 120 F (489 C) at time of mixing Do not heat sand or water above 140 F (60 C) Heat grout materials when they are below 32 F (0 C) Heat sand or mixing water to produce mortar temperature between 40 F (44 C) and 120 F (489 C) at time of mixing Maintain mortar temperature above 32 F (0 C) until used in masonry Heat grout aggregates and mixing water to produce grout temperature between 70 F (211 C) and 120 F (489 C) at time of mixing Maintain grout temperature above 70 F (211 C) until placed in masonry Perform precautions listed for the temperature range of 32 F (0 C) to 25 F ( 39 C) Heat masonry surfaces under construction to 40 F (44 C) Use wind breaks or enclosures when wind velocity > 15 mph (24 km/h) Perform precautions listed for the temperature range of 32 F (0 C) to 25 F ( 39 C) Heat masonry surfaces under construction to 40 F (44 C) Provide an enclosure and auxiliary heat to maintain air temperature above 32 F (0 C) within the enclosure
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Ambient Temperature 40 F (44 C) to 32 F (0 C)
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32 F (0 C) to 25 F ( 39 C)
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25 F ( 39 C) to 20 F ( 67 C)
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(Specification for Masonry Structures ACI 5301/ASCE 6/TMS 602, Masonry Standards Joint Committee)
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is the one referenced in the 2000 International Building Code (IBC) The provisions included in the 2002 edition of the MSJC Specification, which will be referenced in the 2003 IBC, are presented in Tables 87 through 89
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Overnight, masonry units cool down to the daily low temperature When construction work starts in the morning, the units may be too cold even if the air temperature has warmed up sufficiently to eliminate the need for the most stringent cold weather precautions During a day with sunny weather, masonry units usually stay warm enough even if air temperatures indicate that other cold weather precautions are necessary
TABLE 89
Protection During Cold Weather Per MSJC 2002 Protection After Placement Maintain temperature of glass unit masonry above 40 F (44 C) for 48 hours Cover newly constructed masonry with weather-resistive membrane for 24 hours Cover newly constructed ungrouted masonry with weather-resistive insulating blankets for 24 hours Cover newly constructed grouted masonry with weather-resistive insulating blankets for 48 hours Reduce to 24 hours if the only cement in the grout is Type III portland cement Maintain newly constructed ungrouted masonry temperature above 32 F (0 C) for 24 hours by using acceptable auxiliary heating method Maintain newly constructed grouted masonry temperature above 32 F (0 C) for 48 hours by using acceptable auxiliary heating method Reduce to 24 hours if the only cement in the grout is Type III portland cement
Temperature* Below 40 F (44 C)
40 F (44 C) to 25 F ( 39 C) 25 F ( 39 C) to 20 F ( 67 C)
20 F ( 67 C) and below
* Anticipated minimum daily temperature for grouted masonry Anticipated mean daily temperature for ungrouted masonry (Specification for Masonry Structures ACI 5301/ASCE 6/TMS 602, Masonry Standards Joint Committee)
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TEMPORARY BRACING OF MASONRY WALLS UNDER CONSTRUCTION
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chapter
he structural engineer or architect who designs the masonry wall considers the loads that will be imposed on the wall after construction is complete At that time, the wall is connected to the floor and roof diaphragms or to other elements of the structural frame to provide lateral stability for the wall Before the wall is complete, it is exposed to wind loading at a time when the masonry is not yet connected to its supporting elements and the masonry does not have its full (28-day) strength During masonry construction, the wall is most susceptible to damage and even complete failure under high winds While damage to the work under construction is of concern, the potential for injury or death of workers in the vicinity of masonry under construction is of the highest concern Bracing requirements are established to improve the ability of free-standing walls to remain standing under certain wind speeds and to provide for the safety of workers under high wind speeds
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