Florida Supplement to the 2015 ibc chapters 1-35 icc edit version note 1



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FT.

FT.
Anchor/Base Sheet & No. of Ply(s):__________
Anchor/Base Sheet Fastener/Bonding Material:

________________________________

F

Insulation Base layer:_____________________ Parapet Height
Base Insulation Size and Thickness:__________
Base Insulation Fastener/Bonding Material:

________________________________ FT


Mean Roof Height
Top Insulation Layer:______________________
Top Insulation Size and Thickness:___________
Top Insulation Fastener/Bonding Material

________________________________
Base Sheet(s) & No. of Ply(s:

________________________________

Base Sheet Fastener/Bonding Material:

________________________________

Ply Sheet(s) & No. of Ply(s):________________
Ply Sheet Fastener/Bonding Material:

________________________________

Top Ply:_________________________________
Top Ply Fastener/Bonding Material:

_________________________________

Florida Building Code Edition 2013

High-Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)

Roof System Manufacturer:

Notice of Acceptance Number:

Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):

P1:_________ P2:___________ P3: ___________


Florida Building Code Edition 2010

High-Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)

Steep Sloped Roof System Description

Deck Type:

Type Underlayment:

Insulation:

Fire Barrier:

Roof Slope: ___: 12

Fastener Type & Spacing:

Ridge Ventilation?_____ Adhesive Type:

Mean Roof Height: _____ Type Cap Sheet:

Roof Covering:

Type & Size

Drip Edge

















































Florida Building Code Edition 2013

High-Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 “Moment Based Tile Calculations Per RAS 127”

(P1:____ x  ____ = ____) – Mg: ____ = Mr1 ____ Product Approval Mf __________

(P2:____ x  ____ = ____) – Mg: ____ = Mr2 ____ Product Approval Mf __________

(P3:____ x  ____ = ____) – Mg: ____ = Mr3 ____ Product Approval Mf __________
Method 2 “Simplified Tile Calculations Per Table Below”

Required Moment of Resistance (Mr) From Table Below _______ Product Approval Mf _______

Mr required Moment Resistance*

Mean Roof Height Roof Slope

15’

20’

25’

30’

40’

2:12

34.4

36.5

38.2

39.7

42.2

3:12

32.2

34.4

36.0

37.4

39.8

4:12

30.4

32.2

33.8

35.1

37.3

5:12

28.4

30.1

31.6

32.8

34.9

6:12

26.4

28.0

29.4

30.5

32.4

7:12

24.4

25.9

27.1

28.2

30.0

*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F’ with the values for Fr. If the F’ values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 “Uplift Based Tile Calculations Per RAS 127”

(P1:____ x L ____ = ____ x w: = ____) – W: ____ x cos  ____ = Fr1 ____ Product Approval F’ __________

(P2:____ x L ____ = ____ x w: = ____) – W: ____ x cos  ____ = Fr2 ____ Product Approval F’ __________

(P3:____ x L ____ = ____ x w: = ____) – W: ____ x cos  ____ = Fr3 ____ Product Approval F’ __________
Where to Obtain Information

Description

Symbol

Where to find

Design Pressure

P1 or P2 or P3

RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7

Mean Roof Height

H

Job Site

Roof Slope



Job Site

Aerodynamic Multiplier



Product Approval

Restoring Moment due to Gravity

Mg

Product Approval

Attachment Resistance

Mf

Product Approval

Required Moment Resistance

Mg

Calculated

Minimum Attachment Resistance

F'

Product Approval

Required Uplift Resistance

Fr

Calculated

Average Tile Weight

W

Product Approval

Tile Dimensions

L = length W = width

Product Approval

All calculations must be submitted to the building official at the time of permit application.

Chapter 16 – Structural Design
Section 1601.1 Scope. Change to read as shown.
1601.1 Scope. The provisions of this chapter shall govern the structural design of buildings, structures and portions thereof regulated by this code.

Exception: Buildings and structures located within the high-velocity hurricane zone shall comply with the provisions of Section 1605, 1607, 1611, Sections 1616 through 1626, and, as applicable in flood hazard areas, Section 1612.
Section 1607 – Live Loads. Change Table 1607.1 to read as shown:
TABLE 1607.1

MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, AND

MINIMUM CONCENTRATED LIVE LOADSg
(No change to body of Table 1607.1)

Footnotes a. – g. (No change)

h. See Section 1604.8.3 (HVHZ shall comply with Section 1616.5) for decks attached to exterior walls.

Footnotes i. – m. (No change)




Section 1609 – Wind loads. Change Section 1609.1.1 to read as shown:
1609.1.1 Determination of wind loads. (no change)

 

Exceptions:


1 - 4 No change

 

5. Designs using TIA-222 for antenna-supporting structures and antennas, provided the horizontal extent of Topographic Category 2 escarpments in Section 2.6.6.2 of TIA-222 shall be 16 times the height of the escarpment. Design using this standard shall be permitted for communication tower and steel antenna support structures.



6. No change. 
Section 1609 – Wind Loads. Change Section 1609.1.2 to read as shown:


      1. Protection of openings. No change




  1. – 2 No change


3. Storage sheds that are not designed for human habitation and that have a floor area of 720 square feet (67 m2) or less are not required to comply with the mandatory windborne debris impact standards of this code.

4. Openings in sunrooms, balconies or enclosed porches constructed under existing roofs or decks are not required to be protected provided the spaces are separated from the building interior by a wall and all openings in the separating wall are protected in accordance with Section 1609.1.2 above. Such spaces shall be permitted to be designed as either partially enclosed or enclosed structures.

 

Exceptions: No change


Section 1612 – Flood Loads. Add Section 1612.1.1 to read as shown:
1612.1.1 Cross references. See Table 1612.1.



Table 1612.1

CROSS REFERENCES DEFINING FLOOD RESISTANT PROVISIONS

OF THE FLORIDA BUILDING CODE

Florida Building Code – Building

Section

 

Section

 

Chapter 1

Administration

Chapter 14

Exterior Walls

102

Applicability

1403

Performance Requirements

107

Construction Documents

 

 

110

Inspections

Chapter 16

Structural Design

111

Certificates of Occupancy and Completion

1601

General

 

 

1603

Construction Documents

Chapter 2

Definitions

1605

Load Combinations

202

Definitions

1612

Flood Loads

 

 

 

 

Chapter 4

Special Detailed Requirements Based on Use and Occupancy

Chapter 18

Soils and Foundations

449

Hospitals

1804

Excavation, Grading and Fill

450

Nursing Homes

1805

Dampproofing and Waterproofing

454

Swimming Pools and Bathing Places (Public And Private)

 

 

 

 

 

 

Chapter 8

Interior Finishes

Chapter 30

Elevators and Conveying Systems

801

General

3001

General

 

 

 

 

Chapter 12

Interior Environment

 Chapter 31

Special Construction

1203

Ventilation

3102

Membrane Structures

 

 

 

 

Florida Building Code – Residential

Section

 

Section

 

Chapter 2

Definitions

Chapter 22

Special Piping and Storage Systems

202

Definitions

M2201

Oil Tanks

 

 

 

 

Chapter 3

Building Planning

Chapter 24

Fuel Gas

R301

Design Criteria

G2404 (301)

General

R309

Garages and Carports

 

 

R322

Flood Resistant Construction

Chapter 26

General Plumbing Requirements

 

 

P2601

General

Chapter 4

Foundations

 

 

R401

General

Chapter 27

Plumbing Fixtures

R404

Foundation and Retaining Walls

P2705

Installation

R408

Under-Floor Space

 

 

 

 

 

 

Chapter 13

General Mechanical System Requirements

Chapter 30

Sanitary Drainage

M1301

General

P3001

General

 

 

 

 

Chapter 14

Heating and Cooling Equipment

Chapter 31

Vents

M1401

General

P3101

Vent Systems

 

 

 

 

Chapter 16

Duct Systems

Chapter 42

Swimming Pools, Electrical

M1601

Duct Construction

R4201




 

 

 

 

Chapter 17

Combustion Air

Chapter 44

High-Velocity Hurricane Zones

M1701

General

R4403

High-Velocity Hurricane Zones – General

 

 

 

 

Chapter 20

Boilers and Water Heaters

Chapter 45 

Private Swimming Pools

M2001

Boilers

R4501 

 

 

 

 

 

Florida Building Code – Existing

Section

 

Section

 

Chapter 1

Administration

Chapter 11

Additions

101

General

1103

Structural

Chapter 2

Definitions

 

 

202

Definitions 

Chapter 12

Historic Buildings

Chapter 3

Compliance Methods

1201

General

301.1

General

 

 

Chapter 4

Prescriptive Compliance Method

 

 

402

Additions

 

 

403

Alterations

Chapter 13

Relocated or Moved Buildings

 404

Repairs

1302

Requirements

Chapter 6

Repairs

 

 

601

General

Chapter 14

Performance Compliance Methods

606

Structural

1401

General

 

 

 

 

Chapter 7

Alterations – Level I

 

 

701

General

 

 

 

 

 

 

Florida Building Code – Mechanical

Section

 

Section

 

Chapter 3

General Regulations

Chapter 6

Duct Systems

M301

General

M602

Plenums

 

 

M603

Duct Construction and Installation

Chapter 4

Ventilation

 

 

M401

General

Chapter 12

Hydronic Piping

 

 

M1206

Piping Installation

Chapter 5

Exhaust Systems

 

 

M501

General

Chapter 13

Fuel Oil Piping and Storage

 

 

M1305

Fuel Oil System Installation

 

 

 

 

Florida Building Code – Plumbing

Section

 

 

 

Chapter 3

General Regulations

 

 

P309

Flood Hazard Resistance

 

 

 

 

 

 

Florida Building Code – Fuel Gas

Section

 

 

 

Chapter 3

General Regulations

 

 

FG301

General

 

 


Section 1612 – Flood Loads. Change Section 1612.3 to read as shown:

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