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
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 _______
*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
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 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)
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:
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.
Section 1612 – Flood Loads. Add Section 1612.1.1 to read as shown: 1612.1.1 Cross references. See Table 1612.1.
Section 1612 – Flood Loads. Change Section 1612.3 to read as shown: Directory: fbc -> thecode -> 2017 Code Development -> Fla Supplement Fla Supplement -> Florida Supplement to the 2015 ibc chapters 1-35 icc edit version note 1 fbc -> Florida accessibility code for building construction review and recommendations thecode -> Florida Supplement to the 2012 iecc post-glitch correction version note 1 Download 3.7 Mb. Share with your friends:
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