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// CODE SNIPPET
2107.6 TMS 402/ACI 530/ASCE 5, Section 1.15 Pilasters
Florida Building Code 2014
>
21 Masonry
>
2107 Allowable Stress Design
>
2107.6 TMS 402/ACI 530/ASCE 5, Section 1.15 Pilasters
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Modify Section 1.15 as follows:
1.15.1 Where vertical reinforcement is provided to resist axial compressive stress, lateral ties shall meet all applicable requirements of Section 1.14.1.4.
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Related Code Sections
2107.6 Masonry, TMS 402/ACI 530/ASCE 5, Section 1.15 Pilasters
Modify
Section
1.15
as follows: 1.15.1 Where vertical reinforcement is provided to resist axial compressive stress, lateral ties shall meet all ...
Florida Building Code 2014
>
21 Masonry
>
2107 Allowable Stress Design
>
2107.6 TMS 402/ACI 530/ASCE 5, Section 1.15 Pilasters
2122.7 Masonry, Anchorage requirements
Anchorage shall be in accordance with
TMS
402
/
ACI
530
/
ASCE
5
. Loading shall comply with
TMS
402
/
ACI
530
/
ASCE
5
Section
4.1 and the following ...
FBC, Building 2017
>
21 Masonry
>
2122 High-Velocity Hurricane Zones— Reinforced Unit Masonry
>
2122.7 Anchorage requirements
2122.7 Masonry, Anchorage requirements
Anchorage shall be in accordance with
TMS
402
/
ACI
530
/
ASCE
5
. Loading shall comply with
TMS
402
/
ACI
530
/
ASCE
5
Section
1.7 and the following ...
Florida Building Code 2014
>
21 Masonry
>
2122 High-Velocity Hurricane Zones— Reinforced Unit Masonry
>
2122.7 Anchorage requirements
2108.1 Masonry, General
of
TMS
402
/
ACI
530
/
ASCE
5
. 2. Where plan review and inspections are performed by a local building department in accordance with
Sections
107 and 110 ...
Florida Building Code 2014
>
21 Masonry
>
2108 Strength Design of Masonry
>
2108.1 General
2101.2 Masonry, Design methods
) masonry shall comply with the provisions of
Section
2106 and Chapters 1 and 8 of
TMS
402
/
ACI
530
/
ASCE
5
...
Florida Building Code 2014
>
21 Masonry
>
2101 General
>
2101.2 Design methods
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