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Home My WebLink AboutUNIFORM PERMIT APPLICATIONi - ROOF '-MBLIES AND ROOFTOP STRUCTURES M SECTION 1626 HIGH -VELOCITY HURRICANE ZONES - UNIFORM PERMIT APPLICATION Florida Building Code 6th Edition (201 High -Velocity Hurricane Zone Uniform Permit Application INSTRUCTION PAGE RECEIVED JAN 15 2019 ST. Lucie County, Permitting COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW SCANNED Sp LuCBCOtjnt,, Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5;6,7 ..—.---�P--•- , AspWtic.Shingles , _ -" A,%D Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,6,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. ZeBsign Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing' Only) 7. Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE 6th Edition (2017) —BUILDING 5.31 ROOF ASSEMBLIES AND ROOFTOP ST, 'a'URES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. _ Process No. Contractor's Name 7T -4 S h ems. tl i Job Addresb,, 734 (iCT�.IL: I llr'r � fP ❑f Low Slope I.�sphaltic Shingles ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ❑ Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes ROOF TYPE Y,New Roof Q Repair 13 Maintenance f3 Reroofing 171 Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) �— Total (SF) I0�0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. S w _ _ — _ - N 15.32 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING ROO iEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C Low Slope Application 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 "NA") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, from the specific Product Approval system: Deck: Gauge/Thickness: Anchor/Base Sheet & No, of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: 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: Field: _" oc @ Lap, # Rows _ @ _" oc Perimeter: _" oc @ Lap, # Rows _ @ oc Corner: _" oc @ Lap, # Rows _@_ 11 oc 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 FLORIDA BUILDING CODE 6th Edition (2017) —BUILDING 15.33 ROOF ASSEMBLIES AND ROOFTOP S1 'rURES )rtaa tsuiming code Edition 6th Edition (2017) High -Velocity Hurricane zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: NZ I q Notice of Acceptance Number: I5-1 IO2.63 ro 4 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations : �1: 33 P2: S� P3: Steep Sloped Roof System Description Deck Type: Type Underlayment: �jy(I Ro Slope: rj, 12 Insulation: A sherd. Fire Barrier: �j 1 Shed Ridge VentilI TA, Fastener Type & Spacing: �l / n Shank <, 1�" aP Adhesive Type:ooTm�m Type Cap Sheet: P:d � �{ 5 h e t Mean Rocf Height: I! Roof Covering: Type & Size Drip b st` I. a „ Edge: aalur�ntzed a"xa" JJ drib edges 15.34 FLORIDA BUILDING CODE 6th Edition 2017 —BUILDING ROOT` .;EMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E Tile Calculations ForMomentbased rile systems, choose either Method 1 m2.Compare the valuesfor Mrwith the values from Mf. Ifthe Mfvalues arestut than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" (PI:—x L——)-Mg.—=Mr, — Product Approval Mf_ (P:—x3 = 2—)-Mg:—_=Mr2— Product Approval Mt— (P3:—x L—=—)- Mg: ,—=1d r3— Product Approval Mf— Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr) Frnm Tabu R,lnw .— ..... .______... _.. r- Mr required Moment ResistaQce* Mean Roof Height Roof Slope �. 1s 20' 260•2:12 34.4 36.5 3&.23:12 32.2 34.4 36..84:12 30.4 32.2 33..35:12 28.4 30.7 31..96:12 26.4 28.0 29..47:12 24.4 25.9 27.1.0 'Must be used in conjunction with a Est of moment based file systems endorsed by the Bmward County Bond of Rules and Appals. For Uplift based tle systems use Method3. Compared the values for with the values for Fr. If the F values Or, gree,ttin, or equal to the Fr values, for each area of the roof, then the rile Machment method is acceptable. Method 3 "Moment Based Tile Calculadons Per RAS 127" (Pl:—xL—=_xw:= -W:_x ws0 _—Fr — I _ Product Approval F' (P2:_x L_=_xw:=_)-W:_x cos0_=Fr2_ Product Approval F. (P�: xL = xwe= t_W. ..... Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mrau Roof Height H lob Sim Roof Slope B lob Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Omviry Mg Product Approval Attach ra m Resistance Mf Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Trle Weigh 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. _ FLORIDA BUILDING CODE 6th Edition (2017) —BUILDING 15.35 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 standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owe d the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are he purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of agreement between the owner and the contractor. 2. Renafling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in ordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Cade, 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 ,nhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The provides the option of maintaining this Mt0atto nce. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause 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 may shorten the fife 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. . Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded fro buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the ry rements 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 tural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. COMMENTS: 1� ner glzjgnature Date Contractor's Signature City of Plantation Rev. 03/15/12