Page 1 of 34
3/10/2016
Structural
1st 45 Day Comment Period
1st 45 Day Comment Period: 
2017 Triennial Original Modification 7/1/2015 ‑ 1/3/2016
Total Mods for this TAC:
Structural
TAC:
 162 
SubCode
Building
1‑Scope and Administration
Section
1.1
James Schock
 6462 
Chapter
Mod #
Comment
Revise Preface 
Removes the language related to not using snow and earthquake provisions. I have been advised that under certain situation in high rise building may need to be considered.
1
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Compton for NAR
NAR – request stakeholders can review and modify categories.
Section
101.2
Joe Bigelow
 6430 
Chapter
Mod #
Comment
The intent of the mod is to clarify that snow load or earthquake load do not apply to Florida.
1
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Compton for NAR
NAR – allow stakeholders to revise and submit comments.
2‑Definitions
Section
202
Joseph Belcher
 7023 
Chapter
Mod #
Comment
Carry forward modification of definition of habitable space; Modified to account for change in AAMA 2100.
2
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
Section
202
Joseph Belcher
 7025 
Chapter
Mod #
Comment
Carries forward definition of screen enclosure.
2
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
9 Yes – 2 No
2nd – Parrino   -Parrino motion to approve alternate language. 2nd – Lavrich. Unanimous
AM in favor of A2
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 2 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
202
Joseph Belcher
 7031 
Chapter
Mod #
Comment
Carry forward definition of sunroom.
2
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
Section
202
Joseph Belcher
 7071 
Chapter
Mod #
Comment
Carry forward definition of awning.
2
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd Parrino
AS
14‑Exterior Walls
Section
1404.14
Joseph Belcher
 7059 
Chapter
Mod #
Comment
Carries forward reference for soffit labeling.
14
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
1404.5
Joseph Belcher
 7047 
Chapter
Mod #
Comment
Carries forward and updates changes to AAMA 1402
14
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn for discussion
AS
Section
1405.4
Dwight Wilkes
 6540 
Chapter
Mod #
Comment
Incorporates  industry standards by reference into the Building Code, as was previously done in the 2012 IRC, 2014 FBC‑R and proposals FS164, 165 IBC 2018 into proposed 6th Ed Florida
14
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 3 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
1405.4
Dwight Wilkes
 6546 
Chapter
Mod #
Comment
Incorporates  industry standards by reference into the Building Code, as was previously done in the 2012 IRC, 2014 FBC‑R and proposals FS164, 165 IBC 2018
14
Proponent
TAC Action
Summary

AS
AM

NAR

I
Pending Review
x
W

WITHDRAWN BY PROPONENT - DUPLICATE
16‑Structural Design
Section
1604.3
Joseph Belcher
 7032 
Chapter
Mod #
Comment
Carries forward Table 1604.3 Deflection Limits
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim  
Typo – scriveners error
AS
Section
1604.5
Joseph Belcher
 7050 
Chapter
Mod #
Comment
Carries forward Table 1604.5
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
1609.1.1
Mike Ennis
 6380 
Chapter
Mod #
Comment
This code change proposal is being submitted to allow conversion of wind loads calculated using the wind speed maps in ASCE 7 that result in LRFD wind loads to allowable stress design (ASD) wind loads.
16
Proponent
TAC Action
Summary

AS
AM

NAR

I
Pending Review
x
W

WITHDRAWN BY PROPONENT.
Section
1609.1.1
T Stafford
 6569 
Chapter
Mod #
Comment
Clarifies the determination of wind, speed, exposure categories, and opening protection.  Proposed revisions are consistent with the 5th Edition (2014) FBCB
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes -  0 No
2nd – Hetzel
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 4 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
1609.1.1
Joseph Belcher
 7037 
Chapter
Mod #
Comment
Carries forward reference to Section 2002.4 for wind loads for screened enclosures
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Macomber
AS
Section
1609.1.2.1
Joseph Belcher
 6941 
Chapter
Mod #
Comment
Carries forward option for protection of louvers.
16
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Schock for purpose of NAR
Typo in base code – should be 540 not 54.  Comment on year of code change to update will be submitted in comment period.
NAR – to correct standard and introduce latest standard.
Section
1609.1.2.2
Joseph Belcher
 6952 
Chapter
Mod #
Comment
Carries forward modification to Wind Zone 4 of ASTM E 1996
16
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
6 Yes – 5 No
2nd – Strawn
6 Yes – 5 No
NAR – diminishes applicable wind requirements for protection of structures in Florida – weakens the code.
Section
1609.1.2.4.1
Joseph Belcher
 6954 
Chapter
Mod #
Comment
Carries forward added section providing safety factor for testing impact‑resistant coverings.
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
1609.1.2.4.2
Joseph Belcher
 6955 
Chapter
Mod #
Comment
Carries forward requirement for labeling of impact‑resistant coverings.
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Macomber
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 5 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
1609.1.2
Dwight Wilkes
 6539 
Chapter
Mod #
Comment
To provide code section referenced in Chapter 35 for AAMA 506
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
1609.1.2
T Stafford
 6571 
Chapter
Mod #
Comment
Correlation with ASCE 7‑10.
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim
AS
Section
1609.1.2
T Stafford
 6939 
Chapter
Mod #
Comment
Revises the prescriptive wood structural panel exception for opening protection in windborne debris regions based on research performed at the University of Florida.
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Macomber
AS
Section
1609.1.2
Joseph Belcher
 6957 
Chapter
Mod #
Comment
Carries forward glazed openings vs. glazing; adds ANSI/DASMA 115, TAS 201, 201, 203, and AAMA 506
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes – 1 No
2nd – Hetzel
AS
Section
1609.1.3
T Stafford
 6553 
Chapter
Mod #
Comment
Correlation with ASCE 7‑10.
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 6 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
1609.1
T Stafford
 6568 
Chapter
Mod #
Comment
Clarifies the applicable wind loads for roof overhang soffits
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Macomber
AS
Section
1609.1
Joseph Belcher
 7057 
Chapter
Mod #
Comment
Carries forward design criteria for exterior wall coverings and soffits and requirement to label soffits.
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Fardelman
AS
Section
1609.3
T Stafford
 6575 
Chapter
Mod #
Comment
Adds language for consistency with Florida Statutes
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
Section
1609.7
Joseph Hetzel
 6355 
Chapter
Mod #
Comment
The proposed Table is carried over from the 5th Edition of the Florida Building Code.  V(ult) and equivalent V(asd) wind speeds continue to be both shown for convenience.  NOTE:  Existing Table 1609.7(2) is referenced in the proposed Table.  No changes are proposed to the existing Table.
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
Section
1609.7
T Stafford
 6914 
Chapter
Mod #
Comment
Revises rooftop wind loading criteria based on new research in ASCE 7‑16.
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
9 yes – 2 No
2nd – Kim
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 7 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
1609
Joe Bigelow
 6424 
Chapter
Mod #
Comment
Figure 1609.3(1), 1609.3(2), 1609.3(3) Wind Maps are revised.  To be consistent with the 5th Edition (2014) FBC Wind maps to continue to provide for improved resolution for the maps and to implement the Commission plan to update the 5th Edition (2014) Code
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
1620.6
T Stafford
 6911 
Chapter
Mod #
Comment
Deletes the rooftop loading requirements in the HVHZ that are inconsistent with ASCE 7.
16
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Kim
NAR – to correct language and discuss mod 6917
Section
1620.6
T Stafford
 6917 
Chapter
Mod #
Comment
Revises rooftop wind loading criteria based on new research in ASCE 7‑16.
16
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
17‑Structural Tests and Special Inspections
Section
1709.5.2.1.1
Joseph Hetzel
 6357 
Chapter
Mod #
Comment
Inclusion of garage door labeling language.
17
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes – 0 No
2nd – Fardelman
AS
Section
1709.5.2
Joseph Hetzel
 6356 
Chapter
Mod #
Comment
Clarifies testing requirements for garage doors and rolling doors.
17
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes – 0 No
2nd – Hetzel
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 8 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
1709.5.3
Joseph Belcher
 6815 
Chapter
Mod #
Comment
Adds provisions allowing interchanging of door components.
17
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
3 yes – 8 No
2nd – Lavrich
NAR – Concern that products installed are tested as an assembly.
Section
1709.5.3
Joseph Belcher
 6961 
Chapter
Mod #
Comment
Adds option for testing of side‑hinged doors by ANSI/SDI 250.13
17
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 yes – 11 No
2nd – Lavrich
NAR – does not insure that the unit would be tested as assembly and would not be applicable in the HVHZ.
Section
1709.5
Dwight Wilkes
 6544 
Chapter
Mod #
Comment
Bring forward the Exterior Window and Door Labeling requirements, exceptions, engineering analysis, comparative analysis, operable/non‑operable, mullion(s) and safety requirements into the 6th Edition (2017) FBC‑Building.
17
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Gascon for purposes of neg roll call
NAR – corrections sec 1709.5.1, exception 3. I-4  should read change ‘for’ to ‘and‘
Also 1709.5.2 add after ASTM E 30 or TAS 202 and also HVHZ shall comply with TAS 202
Section
1709.5
Joseph Belcher
 6812 
Chapter
Mod #
Comment
Adds provisions for custom one‑of‑a‑kind doors.
17
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
1 yes – 10 No
2nd – Parrino
NAR – provide additional clarification to insure the ‘design’ is truly a ‘one-of-a-kind’ door.
Section
1709.8
Dwight Wilkes
 6545 
Chapter
Mod #
Comment
Modification to strengthen current deflection limitation by adding language from AAMA TIR‑A11
17
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd Strawn
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 9 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
1709.8
Joseph Belcher
 6956 
Chapter
Mod #
Comment
Carries forward requirements for labeling and installation of impact‑resistant coverings.
17
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
1709.8
Joseph Belcher
 7056 
Chapter
Mod #
Comment
Carries forward soffit product approval and labeling requirements.
17
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim
AS
Section
1709
Jeff Church
 6381 
Chapter
Mod #
Comment
Reinstatement of previously adopted Florida‑specific amendment (2004‑ 2010 code): Testing standard ANSI 250.13, deemed by the POC and TAC to be equivalent to existing ASTM and TAS protocols, which was omitted for amendment into the 2013 code, to be amended into 2017 building code.
17
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 yes – 11 No
2nd – Kim for NAR
NAR – to alter language to include HVHZ requirements. Concern that components testing will be equal to assembly testing.
19‑Concrete
Section
1907
Joseph Belcher
 6976 
Chapter
Mod #
Comment
Add provisions addressing control and contraction joints.
19
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
Section
1909
T Stafford
 6585 
Chapter
Mod #
Comment
Reinstates requirements that gable end walls be structurally continuous between points of lateral support. This language currently exists in the 5th Edition (2014) FBCB.
19
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
20‑Aluminum
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 10 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
2002.4
Joseph Belcher
 7033 
Chapter
Mod #
Comment
Carries forward Table 2002.4
20
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Kim
AS
Section
2002.4
Joseph Belcher
 7035 
Chapter
Mod #
Comment
Carries forward Table 2002.4A Height Adjustment Factors
20
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
2002.6
Joseph Belcher
 7042 
Chapter
Mod #
Comment
Retains sunroom design criteria and updates categories
20
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
Section
20
Joseph Belcher
 7049 
Chapter
Mod #
Comment
Brings forward provisions for aluminum structures
20
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim  Kim – motion to add alternate plus modification. 2nd – Schock - unanimous
AM
21‑Masonry
Section
2103.4
Joseph Belcher
 6826 
Chapter
Mod #
Comment
Where provided requires horizontal joint reinforcement to be adder type corrosion resistant complying with referenced standards.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 11 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
2105.1
Joseph Belcher
 6827 
Chapter
Mod #
Comment
Deletes reference to inspection requirements of Chapter 17, which are Reserved; Adds exception to TMS 402 QA program where plan review and inspection provided by local building department.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes – 1 No
2nd – Kim
AS
Section
2107.1
Joseph Belcher
 6828 
Chapter
Mod #
Comment
Updates Section reference; Provides exception from TMS 402 plan review and inspection requirements where services provided by local building department.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes – 1 No
2nd – Parrino
AS
Section
2107.5
Joseph Belcher
 6829 
Chapter
Mod #
Comment
Modifies minimum lap length; Carries forward Florida specific amendment modifying gamma factors of TMS 402 to account for wind loads as opposed to seismic loads.
21
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 yes – 11 No
2nd – Parrino
NAR – ensure conformance with other related code mods.
Section
2107.6
Joseph Belcher
 6830 
Chapter
Mod #
Comment
Clarifies where lateral ties are needed in pilasters.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
Section
2108.1
Joseph Belcher
 6832 
Chapter
Mod #
Comment
Updates Section reference; Provides exception to plan review and inspection requirements of TMS 402 where services provided by local building department.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes – 1 No
2nd – Parrino
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 12 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
2108.1
Joseph Belcher
 6834 
Chapter
Mod #
Comment
Changes Section reference to account for Florida specific amendment
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
Section
2108.4
Joseph Belcher
 6835 
Chapter
Mod #
Comment
Modifies minimum lap length of reference standard to agree with foundation code: Modifies gamma factors for use in Equation 9‑16 to account for wind loads instead of seismic loads.
21
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 NAR
2nd – Macomber
NAR - correlate other seizemic related mods and clean up formatting with both underlined and stricken language.
Section
2109.1.1
T Stafford
 6590 
Chapter
Mod #
Comment
This proposal reinstates the limit on using empirical design of masonry to areas where the Vult wind speed is less than 115 mph.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim
AS
Section
2109.1.1
T Stafford
 6591 
Chapter
Mod #
Comment
This proposal reinstates the limit on using empirical design of masonry to areas where the Vult wind speed is less than 115 mph.
21
Proponent
TAC Action
Summary

AS
AM

NAR

I
Pending Review
XD
W
2nd – Parrino
AS
Section
2115
T Stafford
 6586 
Chapter
Mod #
Comment
Reinstates requirements that gable end walls be structurally continuous between points of lateral support. This language currently exists in the 5th Edition (2014) FBCB.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 13 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
2122.10
Joseph Belcher
 6843 
Chapter
Mod #
Comment
Update section reference TMS,
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
Section
2122.1
Joseph Belcher
 6837 
Chapter
Mod #
Comment
Add section reference; Update sections referenced in TMS 402.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
2122.2.3
Joseph Belcher
 6840 
Chapter
Mod #
Comment
Updates section of reference standard; Adds corrosion protection for horizontal joint reinforcement.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Gascon
AS
Section
2122.7
Joseph Belcher
 6842 
Chapter
Mod #
Comment
Updates sections of referenced standard.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd Gascon
AS
Section
2122.8
Joseph Belcher
 6848 
Chapter
Mod #
Comment
Clarifies section and updates sections of adopted standard.
21
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 yes – 11 No
2nd – Kim
NAR -  remove redundant ‘Vertical” and begin with “Alignment of vertical cell’
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 14 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
21
Joseph Belcher
 6841 
Chapter
Mod #
Comment
Clarification and section reference update.
21
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Compton
AS
22‑Steel
Section
2201.1
Bonnie Manley
 6612 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry, addresses the design of industrial steel storage racks.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
2210.3
Randall Shackelford
 7001 
Chapter
Mod #
Comment
Add section on testing of joist hangers and related connectors for cold formed steel construction.
22
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Kim   Kim motion to include mod plus the alternate 2nd Lavrich unanimous
AM
Section
2212
T Stafford
 6587 
Chapter
Mod #
Comment
Reinstates requirements that gable end walls be structurally continuous between points of lateral support. This language currently exists in the 5th Edition (2014) FBCB.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Compton
AS
Section
2214.2
Bonnie Manley
 6622 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry, corrects an outdated term.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 no
2nd – Hetzel
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 15 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
2214.3.10
Thomas Sputo
 6567 
Chapter
Mod #
Comment
Add reference standards for steel roof deck and non‑composite steel floor deck into the HVHZ standards for steel construction.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
2214.3
Bonnie Manley
 6556 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry, updates the structural steel industry documents.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
2214.3
Bonnie Manley
 6559 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry, updates the structural steel industry documents.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
2214.3
Bonnie Manley
 6613 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the steel industry documents.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd Gascon
AS
Section
2214.3
Bonnie Manley
 6615 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the steel industry documents.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Gascon
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 16 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
2214.3
Bonnie Manley
 6617 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the steel industry documents.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
2214.3
Mark Nowak
 6738 
Chapter
Mod #
Comment
Updates standards for cold‑formed steel in the HVHZ requirements
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
2214.3
Bonnie Manley
 6741 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the steel industry documents.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 no
2nd – Gascon
AS
Section
2214.3
Bonnie Manley
 6744 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the steel industry documents.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Macomber
AS
Section
2214.3
Mark Nowak
 6775 
Chapter
Mod #
Comment
Modification replaces an outdates ASTM standard with the appropriate standard.
22
Proponent
TAC Action
Summary
XD
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Gascon
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 17 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
2215
Bonnie Manley
 6619 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates Section 2215 to reflect current industry practice.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
2221.6
Bonnie Manley
 6620 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
corrects the requirements on end support and anchorage
of steel joists.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
2222.4.4
Vincent Sagan
 6598 
Chapter
Mod #
Comment
The proposal revises the requirement for the deflection of structural wall panels (siding) and roof panels made of formed metal sheets based on testing that demonstrated that increased deflection had no impact on performance.
22
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Gascon for neg roll call
NAR – worst case testing to ensure ?? some concerns that too low, wall panel concerns – correlate to SCI requirements where 180 is used.
Section
2222
Bonnie Manley
 6621 
Chapter
Mod #
Comment
This proposal corrects a reference to Section 2214.3.
22
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
23‑Wood
Section
2303.5
Randall Shackelford
 7000 
Chapter
Mod #
Comment
Modify section on testing of joist hangers to include testing of related connectors, and to clarify the procedure for testing other connectors.
23
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
11 Yes – 0 No
2nd - Chang    Chang Motion to include mod and alternate language 2nd – Compton
Amendment includes Exceptions referencing HVHZ and flat strap does not need to be tested.
AM
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 18 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
2304.3.4
T Stafford
 6588 
Chapter
Mod #
Comment
Reinstates requirements that gable end walls be structurally continuous between points of lateral support. This language currently exists in the 5th Edition (2014) FBCB.
23
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Compton
AS
Section
2308.2.4
T Stafford
 6593 
Chapter
Mod #
Comment
This proposal reinstates the limit on using conventional wood frame construction to areas where the Vult wind speed is less than 115 mph.
23
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 no
2nd – Parrino
AS
24‑Glass and Glazing
Section
2411.3.2
Dwight Wilkes
 6789 
Chapter
Mod #
Comment
To recognize the AAMA Tech Paper on Comparative Analysis of Sliding Glass and Bi‑fold Doors and current AAMA/WDMA/CSA standard (attached)
24
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon    Gascon motion to include the mod plus the alternate A2 – 2nd Strawn unanimous
AM
25‑Gypsum Board,Gypsum Panel Products and Plaster
Section
2508.5
T Stafford
 6589 
Chapter
Mod #
Comment
Clarifies that the shear values for gypsum board diaphragms are allowable (ASD) values.
25
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes = 0 no
2nd – Hetzel
AS
39‑Special Construction
Section
3105
Joseph Belcher
 7069 
Chapter
Mod #
Comment
Carries forward provisions for awnings and canopies.
39
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 yes – 0 No
2nd – Gascon
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 19 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
3109
Rebecca Quinn obo FL Dept Emerg Mgnt
 6883 
Chapter
Mod #
Comment
Revises Sec 3109 to align with coastal high hazard areas requirements (Zone V) of ASCE 24‑14 Flood Resistant Design and Construction (referenced Sec 1612), while retaining specific requirements for CCCL that flow from Ch 161, FS or were requested by DEP.
39
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 yes – 10 No
2nd – Compton - for NAR
NAR – at the request of proponent and stakeholder to work out final language.  
35‑Referenced Standards
Section
35
Dwight Wilkes
 6537 
Chapter
Mod #
Comment
To maintain current and past standard editions for products meeting the Product Approval requirements and manufacturers certifications for Florida Products ASTM VIEW LINK TO STANDARDS: http://www.astm.org/florida‑building‑codes
35
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd -Strawn for NAR
NAR to clean up language of mod to include mod plus A3 and A4  

Section
35
Dwight Wilkes
 6547 
Chapter
Mod #
Comment
Standards needed to support Modification 6540
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
35
Bonnie Manley
 6557 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry, updates the HVHZ structural steel references in Chapter 35.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Gascon
AS
Section
35
Bonnie Manley
 6560 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the HVHZ steel references in Chapter 35.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 20 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
35
Bonnie Manley
 6614 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the HVHZ steel references in Chapter 35.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
35
Bonnie Manley
 6616 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the HVHZ steel references in Chapter 35.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Fardelman
AS
Section
35
Bonnie Manley
 6618 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the HVHZ steel references in Chapter 35.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd Fardelman
As
Section
35
Bonnie Manley
 6743 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the steel industry documents.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 no
2nd – Fardelman
AS
Section
35
Bonnie Manley
 6747 
Chapter
Mod #
Comment
This proposal, submitted on behalf of the steel industry,
updates the HVHZ steel references in Chapter 35.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Fardelman
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 21 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
35
Mark Nowak
 6778 
Chapter
Mod #
Comment
Replaces an obsolete standard with the appropriate standard from the base code requirements.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd Hetzel
AS
Section
35
Joseph Belcher
 6844 
Chapter
Mod #
Comment
Updates ASTM Standards
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Parrino
AS
Section
35
Joseph Belcher
 6973 
Chapter
Mod #
Comment
Adopts nationally recognized consensus standard; provides reference section.
35
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Strawn for NAR
NAR – consistent with previous action.
Section
35
Joseph Belcher
 6978 
Chapter
Mod #
Comment
Adds referenced standard and section reference.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
35
Joseph Belcher
 7038 
Chapter
Mod #
Comment
Updates AAF Guide to Aluminum Construction in High Wind Areas
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Macomber
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 22 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
35
Joseph Belcher
 7067 
Chapter
Mod #
Comment
Update previously adopted standard.
35
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
2707‑Flood‑Resistant Construction
Section
101
Rebecca Quinn obo FL Dept Emerg Mgnt
 6566 
Chapter
Mod #
Comment
Delete IBC App G in its entirety and mark it &quot;reserved.&quot;  It should not be used by FL communities because the FL Division of Emergency Management developed an FBC‑coordinated floodplain management ordinance that is approved by FEMA.
2707
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Lavrich
AS
SubCode
Existing Building
2‑Definitions
Section
202
T Stafford
 6595 
Chapter
Mod #
Comment
New definition is proposed for Chapter 2 for correlation with proposed new Chapter 17 in Mod #6594.
2
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Macomber
AS
5‑Classification of Work
Section
510
T Stafford
 6596 
Chapter
Mod #
Comment
New charging language is proposed for the classification of work to provide direction new Chapter 17 proposed in Mod #6594.  This proposal is a correlation with Mod #6594.
5
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
2903‑Guidelines for the Wind Retrofit of Existing
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 23 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
17
T Stafford
 6594 
Chapter
Mod #
Comment
Appendix C is proposed to be deleted.  New Chapter 17 is proposed to be created to address gable end retrofit techniques for existing buildings.  The proposed new chapter is identical to Chapter 17 in the 5th Edition (2014) FBCEB.
2903
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
SubCode
Residential
2‑Definitions
Section
202
Joseph Belcher
 6807 
Chapter
Mod #
Comment
Add definition for Decorative Cementitious Finish
2
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
Section
202
Joseph Belcher
 7024 
Chapter
Mod #
Comment
Carries forward modifications of definition of habitable space; Modifies to refer to definitions now found in base code.
2
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
Section
202
Joseph Belcher
 7027 
Chapter
Mod #
Comment
Carries forward definition of screen enclosure definition; Editorial modification to clarify roof of structure application.
2
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim
AS
Section
202
Joseph Belcher
 7028 
Chapter
Mod #
Comment
Carry forward modification to sunroom definition
2
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 24 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
3‑Building Planning
Section
1609.1.2
Joseph Belcher
 6958 
Chapter
Mod #
Comment
Carries forward glazed openings vs. glazing; carries forward addition of TAS 201, 201, 203, and AAMA 506
3
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes – 1 No
2nd – Kim
AS
Section
301.2.1.1.1
Joseph Belcher
 7048 
Chapter
Mod #
Comment
Carries forward aluminum structure design provisions.
3
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn  Strawn motion to utilize alternate language – 2nd – Chang unanimous
AM in favor of submitted language.

Section
301.2.1.1
Joseph Belcher
 6863 
Chapter
Mod #
Comment
Carries forward adoption of The MAF Guide to Concrete Masonry Residential Construction in High Wind Areas.
3
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
Section
301.2.1.2
T Stafford
 6697 
Chapter
Mod #
Comment
Corrects a conflict within this section of the code and the referenced table notes.
3
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd - Gascon for NAR
NAR – at the request of proponent on previous action.
Section
301.2.1.2
T Stafford
 6940 
Chapter
Mod #
Comment
Revises the prescriptive wood structural panel exception for opening protection in windborne debris regions based on research performed at the University of Florida.
3
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 25 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
301.2.1.4
T Stafford
 6600 
Chapter
Mod #
Comment
This proposal reinstates the surface roughness and exposure category definitions from the 5th Edition (2014) FBCR that are consistent with the FBCB and ASCE 7‑10.
3
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
Section
301.2.1.6
T Stafford
 6552 
Chapter
Mod #
Comment
Correlation with ASCE 7‑10.
3
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
Section
301.2.1
Joseph Hetzel
 6358 
Chapter
Mod #
Comment
Inclusion of garage door wind load table.
3
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Macomber
AS
Section
301.2.1
T Stafford
 6606 
Chapter
Mod #
Comment
Coordinates the wind design require regions with limitations consistent with the 5th Edition (2014) FBCR and the 2010 FBCR.
3
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Macomber
AS
Section
301.2
Joe Bigelow
 6425 
Chapter
Mod #
Comment
Delete Figures R301.2(4)A and R301.2(4)B and add Figure R301.2(4) Windmaps to be consistent with the 5th Edition (2014) FBC Wind maps to continue to provide for improved resolution for the maps and to implement the Commission plan to update the 5th Edition (2014) Code
3
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 26 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
301.9
Joseph Belcher
 7055 
Chapter
Mod #
Comment
Carries forward provisions for design of exterior wall coverings and soffits.
3
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
4‑Foundations
Section
401.2
T Stafford
 6701 
Chapter
Mod #
Comment
This proposal reinstates the foundation requirements from the 5th Edition (2014) FBCR.
4
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim
AS
5‑Floors
Section
502
T Stafford
 6714 
Chapter
Mod #
Comment
This proposal deletes the prescriptive wood framing requirements that do not apply to high wind areas.
5
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Strawn for the purpose of NAR
NAR – based on public comment regarding prescriptive requirements. To be addressed through public comment.
Section
506
Joseph Belcher
 6977 
Chapter
Mod #
Comment
Add provisions addressing control and contraction joints.
5
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
6‑Wall Construction
Section
602
T Stafford
 6724 
Chapter
Mod #
Comment
Deletes the prescriptive wood framing construction provisions for wall framing that do not apply to high wind areas.
6
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Kim for NAR
NAR – address comments regarding prescriptive steel requirements.
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 27 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
606.2.12
Joseph Belcher
 6846 
Chapter
Mod #
Comment
Where joint reinforcement provided, requires ladder‑type; Adds corrosion protection for joint reinforcement where provided in exterior walls
6
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Parrino
AS
Section
606.3
Joseph Belcher
 6895 
Chapter
Mod #
Comment
Carries forward masonry opening tolerances
6
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
609.2
Joseph Belcher
 6813 
Chapter
Mod #
Comment
Adds provisions for custom one‑of‑a‑kind doors.
6
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
1 Yes – 10 No
2nd – Macomber for NAR
NAR – needs clarification on definition of ‘one-of-a-kind’. Stakeholders work on specialty, design, and definition
Section
609.3
Joseph Hetzel
 6359 
Chapter
Mod #
Comment
Inclusion of garage door labeling language.
6
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Fardelman
Correct errors on check box, this mod does not pertain to HVHZ.
AS
Section
609.3
Jessica Ferris
 6478 
Chapter
Mod #
Comment
This proposed modification reflects the updated reference of the ANSI/AMD 100 standard.
6
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 yes – 0 No
2nd – Strawn
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 28 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
609.4
Joseph Hetzel
 6360 
Chapter
Mod #
Comment
Clarifies test requirements for garage doors.
6
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim
On the form correct error, this mod does not affect the HVHZ.
AS
Section
609.6
Joseph Belcher
 6974 
Chapter
Mod #
Comment
Changes terminology to be consistent with other sections of code and ASCE 7.
6
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 yes – 1 No
2nd – Kim for discussion
AS
Section
609.8
Dwight Wilkes
 6570 
Chapter
Mod #
Comment
To strengthen deflection limitations by adding language from AAMA TIR‑A11‑04 &amp; TIR‑A11‑15.
6
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
609.9
Joseph Belcher
 6814 
Chapter
Mod #
Comment
Adds provisions allowing interchanging of door components.
6
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 10 No
2nd – Strawn for NAR
NAR – request of proponent to work with stakeholders.
Section
609
Dwight Wilkes
 6548 
Chapter
Mod #
Comment
Bring forward the labeling and comparative analysis currently in the 5th Edition FBC‑R
6
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
10 Yes – 0 No
2nd - Strawn  Strawn motion to accept alt A1 2nd – Compton
AM
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 29 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
609
Joseph Belcher
 6896 
Chapter
Mod #
Comment
Carries forward Florida specific amendments adding reference to masonry rough openings; adding door component interchangeability; adding optional exterior door component testing.
6
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 NAR
2nd – Fardelman for NAR
NAR = requested by proponent 
Section
611
Joseph Belcher
 6897 
Chapter
Mod #
Comment
Carries forward provisions adding a section on Impact‑Resistant Coverings.
6
Proponent
TAC Action
Summary
X

AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Kim
AS
7‑Wall Covering
Section
703.1.2
T Stafford
 6729 
Chapter
Mod #
Comment
Clarifies the applicable design wind loads for soffits.
7
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd Macomber
AS
Section
703.11
T Stafford
 6739 
Chapter
Mod #
Comment
Clarifies required design wind pressure rating adjustments for vinyl siding installed over foam plastic sheathing.
7
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
10 Yes – 0 No
2nd – Compton   Compton to include original plus submitted mod 2nd Strawn
AM  original with submitted modification.
Section
703.3
T Stafford
 6733 
Chapter
Mod #
Comment
Modifies the prescriptive fastening table for wall coverings to be consistent with the 5th Edition (2014) FBCR. Removes table entries that permit the use of staples.
7
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 no
2nd – Strawn
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 30 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
703.4
Dwight Wilkes
 6541 
Chapter
Mod #
Comment
To maintain AAMA Standard(s) and the Flashing Standard(s) that are currently in the 5th Edition FBC‑Residential Code
7
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
6 yes – 0 No
2nd Strawn
AS
Section
703.6.3
T Stafford
 6735 
Chapter
Mod #
Comment
Establishes limits for prescriptive attachment of wood shake and shingle wall coverings
7
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes – 0 No
Kim motion to table – Fardelman 2nd – unanimous  Fardelman motion to remove from table 2nd Kim
2nd Strawn
AS
Section
703.7.4
Joseph Belcher
 6824 
Chapter
Mod #
Comment
Modify time between coats of exterior plaster to allow use of ASTM C 926.
7
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
7 Yes – 0 No
2nd – Kim
AS
Section
703.7.5
Joe Bigelow
 6463 
Chapter
Mod #
Comment
Incorporate DS 2015‑84 as required by law
7
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 7 No
2nd – Fardelman for NAR
NAR – in favor of previous action at the request of proponent.
Section
703.7.5
Joseph Belcher
 6825 
Chapter
Mod #
Comment
Modify curing time to allow application of ASTM C 926
7
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
10 Yes – 0 No
2nd – Strawn
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 31 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
703.8
T Stafford
 6736 
Chapter
Mod #
Comment
This proposal establishes limits for prescriptive attachment of masonry veneers.
7
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
Section
703.9
T Stafford
 6737 
Chapter
Mod #
Comment
Clarifies the EIFS have to be designed or tested for the applicable design wind loads.
7
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS
8‑Roof‑Ceiling Construction
Section
802
T Stafford
 6740 
Chapter
Mod #
Comment
Deletes the prescriptive wood framing construction provisions for roof framing that do not apply to high wind areas.
8
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Strawn for NAR
NAR based on previous action at the request of proponent.
Section
803.2.3
T Stafford
 6745 
Chapter
Mod #
Comment
Requires the use of ring shank nails for roof decking attachment. This language is currently contained in the 5th Edition (2014) FBCR. No new requirements are being proposed.
8
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Chang
AS
2712‑Reference Standards
Section
1.0
Jessica Ferris
 6508 
Chapter
Mod #
Comment
This modification reflects the standard developer&#39;s new organizational name and standard reference.
2712
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn
AS
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 32 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
44
Dwight Wilkes
 6535 
Chapter
Mod #
Comment
To maintain current and past ASTM Standard editions for Products meeting the Product Approval requirements and manufacturers certifications for Florida Products
ASTM VIEW ONLY LINK TO STANDARDS :http://www.astm.org/florida‑building‑codes
2712
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Strawn    Strawn motion for A2 2nd Lavrich  unanimous
AM in support of A2
Section
44
Dwight Wilkes
 6536 
Chapter
Mod #
Comment
To maintain AAMA Standard(s) edition(s) for Products meeting the Product Approval requirements and manufacturers certifications for Florida Products
2712
Proponent
TAC Action
Summary

AS
AM

X

NAR

I
Pending Review

W
10 Yes – 1 No
2nd – Kim   Kim motion for A2 2nd Lavrich  unanimous
AM for A2 
Section
46
Joseph Belcher
 6850 
Chapter
Mod #
Comment
Update ASTM C 90, C 926, C 1063 to latest editions.
2712
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Lavrich
AS
Section
46
Joseph Belcher
 6862 
Chapter
Mod #
Comment
Add MAF Guide to Concrete Masonry Residential Construction in High Wind Areas
2712
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Compton
AS
Section
46
Joseph Belcher
 6972 
Chapter
Mod #
Comment
Carries forward adoption and updates of nationally recognized consensus standard.
2712
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd   Fardelman for NAR 
NAR at proponents request to be consistent with previous action.
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 33 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Total Mods for this TAC:
Structural
TAC:
 162 
Section
46
Joseph Belcher
 6979 
Chapter
Mod #
Comment
Adds section reference for new section.
2712
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Lavrich
AS
Section
46
Joseph Belcher
 7039 
Chapter
Mod #
Comment
Retains and updates Guide to Aluminum Construction in High Wind Areas 2014
2712
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Hetzel
AS
SubCode
Test Protocols
1‑100(A)
Section
1
Michael Fischer
 7088 
Chapter
Mod #
Comment
HVHZ roofing updates
1
Proponent
TAC Action
Summary
X
AS
AM

NAR

I
Pending Review

W
11 Yes – 0 No
2nd – Gascon
AS 
1‑125
Section
5.1.1
Vincent Sagan
 6611 
Chapter
Mod #
Comment
The proposal revises the requirement for the deflection of structural wall panels (siding) and roof panels made of formed metal sheets based on testing that demonstrated that increased deflection had no impact on performance.
1
Proponent
TAC Action
Summary

AS
AM

X
NAR

I
Pending Review

W
0 Yes – 11 No
2nd – Chang for NAR
NAR – bsed on previous action of 6598
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)

Page 34 of 34
3/10/2016
Structural
1st 45 Day Comment Period
Modification #:
Code Change Cycle:
Chapter & Topic:
Date Submitted From:
TAC:
Proponent Last Name:
Affects HVHZ:
Sub Code:
Code Version:
Commission Action:
Text of Modification:
Section:
Related Modifications:
TAC Recommendation:
Date Submitted To:
Proponent First Name:
2017
ALL
ALL
ALL
ALL
S
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
ALL
Search Criteria
AS = Approved as Submitted  AM = Approved as Modified  NAR = No Affirmative Recommendation
W = Withdrawn    I = Insufficient (incomplete or does not meet criteria)