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Home My WebLink AboutHVHZ Roof pktROOF ASSEMBLIES AND ROOFTOP STRUCTURES 525 HIGH -VELOCITY HURRICANE ZONES - UNIFORM PERMIT APPLICATION Florida Building Code 6th Edition (2017) High-Veloelty Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System I Required Secfionsof the I Aftazhmenls Ran,. — Permit APPII M' F $ee List Below ISO Tile and ATTACHMENTS REQUIRED: 2. From Product Approval: Front Page SpeclOc System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, 128 RAS 127 or RAS 4. Other Cnrnnnn:..: _. r,� S. 7. FLORIDA BUILDING CODE 6th Edition (2017)—BUILDING 5.31 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Numi r. Zone Uniform Permit Application Fonn. Se ti2n A (General Inf r ati n Master Permit No. Process No. Contractor's Name L4{—} RQQFSAMQQM t❑1 Low Slopa 11 Mechanically Fastened Tile 11Mortar/Adhesive Set Tile it Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakas ❑ Prescriptive BUR -RAS ISO ROOF TYPE New Roof Q Repair 17 Mainenance t❑Reroofing 17 Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Too Section B (Roof Planl Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, Include dimensions of sections and levels, clearly identify overflow scuppers and overflow drains. parapets./e fy dimensions of elevated pressure zones and location s. .' A 1of 0 15.32 FLORIDA BUILDING CODE 6th Edition (2017)—gUIL01NG ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low loo Aooligationl Surfacing: Fill In specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used, identify as --NAI-) System Manufactl Product Approval Design Wind Pressures, From RAS 128 or Calculations: Pmaxt: Pmax2: Pmax3: Max. Design Pressure, from the specific Product Approval system: Deck: Gauge/Thickness: Anchor/Base Sheet & No. of Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Sim and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: _ Top Insulation Fastener/Bontling Material: Field: _'^oc@UP, # Rom _@_^^oc Perimeter. ec @ Lap, # Rom _ @ oc Corner: of @ Lap, # Rows Number of Fasteners Per Insulation Board: Field_ Perimeter_ Corner_ Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit , Base Sheet(s) & No. of Ply(s): Safe Sheet Fastener/Bonding Material: PIy4Sheet($) & No. of PIy(s): OR Ply Sheet Fastener/Bonding Material: Top Ply: Top Pty Fastener/Bolding Material: FLORIDA BUILDING CODE 61h Edition (2017)— BUILDING 16.05 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 6th Edition (2017) High -Velocity Hurricane Zona Uniform permit Application Form. Section D (Steen Sloped Roof System) Roof System Manufacturer: NlR Notice of Acceptance Number: R— O' au.j Minimum Design Wind Press Calculationures, If Applicable (From RAS 12 or 7 sl1 33 PP P2: 5'1 P3: R Deck Type: Type Underlayment: R slope: _F 1 30b. tz Insulation: Fire Barrier: I�! /A Shed Ridge Ventila'o ? Fastener Type & Spacing: A ha k Adhesive Type: oc� Cement Type Cap Sheet:(\f ,4 5 h e Mean Roof Height: t Roof Covering: 1 Type & Size Drip edge: galOle ntzed a drip adg,, 15.34 FLORIDA BUILDING COOS 601 Edition (201]) —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) Nigh-Veloeity Hurricane Zone Uniform Permit Applicedon Fotm. oveMovaM- Section E (Tile Calculations) PorMottzntba�'1<ayvtem3, cbvo3eeirhvA9eN o. the dle.do rethwithadi M,,o,"o. elues¢om Mr.I(Ne equvl to ttr Mr vola fw Both area of Ne mvf. Neo the file anvehment mxthvd is wxepmble. fralueeateatev Method I -Mutt✓m Baud TH. CJwlaricna ftr RAS T. (Pt: zl_—)-M2._=Mri_ ftMutt Ap M_ f IPl: x]._ _)-M&:_=MQ_ PrMun pWunl Mf_ p� P tAprypral Mrs McNod2-Shof`hfio6ne Cdec fllone Per Teble low" RegwtMMomed-fPniemnce( )Fmm Table Below_ Pfud.'A PPtoval _) M, required Moment Res-. nw Mean Roof Height+ Roofelope 16• 20' 25' 16• 40- 2 2 a 36s 36.2 39.7 1:13 33 34.0 36.0 7A 621 4:12 30.4 3]A 39.6 321 33.8 36.1 6:12 26.6 3].3 dU. 31.6 32.8 6:12 26A ld9 2 'p 39. 6 7:12 20.6 30.5 32A .9 22.1 26.2 J0.0 aMunhe omtN mvjwtiov wiNeli¢otmament base aYtrevu eotlotaW by Ne Btowvd Gunry Hmrd ofRuly aad gpyealy. FmUpImbeeddl dle a,oerno a McNM3. Compvrol Ne sfot F with the eA,o,e 'urRlt,eF'valoeaue for each uq of Ne roof. Nm Ne dg, aeachment t dh is8e°b'(hmwe4uolru NaF1 a eptable. McNod3 .1B MToe C twetiova Pet RAS ur B xw-=Frt_ PfMt¢1 AppmvdF - -W:-x to Ft— Product ApgovdF� — � -W:_x cwB _ 3t�d. oveMovaM- Mvel W PrWort Ap,t,val L=leagh W=uideh Prcduet APPtovel FLORIDA BUILDING CODE 6th Edition (2017)—BUILDING 13.35 SECTION 1524 - HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and stendertls of the industry for roofing sys installations. Additionally, the following items should be addressed as part of the agreement between the ow a nd the contractor. The owner's initial in the designated space indicate, that the item has been explained. 1. Aesthetica -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are a purpose of providing that the roofing system meets the wind resistance and water intrusion performance sta s. Aesthetics (appearance) are not a consideration with respect to ssu s such as color or architectural appearance, that are not part of a zoning workmanship icode, should ip rovisi as part ns. tic th ream,, between the owner and the contractor. of _AIA2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in ante with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Flonda Building C Building. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e nhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should n e occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam callings are where the underside of the roof decking can be A from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail Pe rations of the underside of the decking may not be acceptable. The provides the option of maintaining this arence. S. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause wa pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding mayshorten the lite expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is r ed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): it is required that rainwater flow off so that the roof is not overloaded fro buildup of water. Penmeter/edge walls or other roof extensions may block this discharge 'a overflow scu ars (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the r ants of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of th it ctural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exceptlon: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. COMMENTS: Contractor's Signature City of Plantation Rev. 03/15/12