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1704.5.2 Masonry Facilities Less Than Three Stories in Height and Engineered Masonry in Nonessential Facilities
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The minimum special inspection program for masonry designed by Section 2106, 2107 or 2108, or by chapters other than Chapters 5, 6 or 7 of ACI 530/ASCE 5/TMS 402, in nonessential facilities (see Table 1604.5 and Section 1616.2), shall comply with Table 1704.5.1.
Related Code Sections
1704.5.2 Structural Tests and Special Inspections, Masonry Facilities Less Than Three Stories in Height and Engineered Masonry in Nonessential Facilities
The minimum special inspection program for masonry designed by Section 2106, 2107 or 2108, or by chapters other than Chapters 5, 6 or 7 of ACI 530 ...
NYC Building Code 2008 > 17 Structural Tests and Special Inspections > 1704 Special Inspections > 1704.5 Masonry Construction > 1704.5.2 Masonry Facilities Less Than Three Stories in Height and Engineered Masonry in Nonessential Facilities
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The minimum thickness of masonry bearing walls more than one story high shall be 8 ...
NYC Building Code 2014 > 21 Masonry > 2109 Empirical Design of Masonry > 2109.5 Thickness of Masonry
2109.5 Masonry, Thickness of Masonry
The minimum thickness of masonry bearing walls more than one story high shall be 8 ...
NYC Building Code 2008 > 21 Masonry > 2109 Empirical Design of Masonry > 2109.5 Thickness of Masonry
2308.11.2 Wood, Concrete or Masonry
is permitted to be used in the first two stories above grade plane or the first three stories above grade plane where the lowest story has concrete ...
NYC Building Code 2014 > 23 Wood > 2308 Conventional Light-Frame Construction > 2308.11 Additional Requirements for Conventional Construction in Seismic Design Category B or C > 2308.11.2 Concrete or Masonry
2308.11.2 Wood, Concrete or Masonry
is permitted to be used in the first two stories above grade or the first three stories above grade where the lowest story has concrete or masonry walls ...
NYC Building Code 2008 > 23 Wood > 2308 Conventional Light-Frame Construction > 2308.11 Additional Requirements for Conventional Light-Frame Construction in Seismic Design Category B or C > 2308.11.2 Concrete or Masonry