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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET �C@') I�S ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET RECEIVED Florida Building Code 7th Edition (2020) BAN t 4 2022 Based on Section 1525 of the Florida Building Code-Building St:Lucie County INSTRUCTION PAGE Permitting COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,516,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs .A,B,D 1,213,4,5,6,7' Wood Shingles and A,B,D 1,2,415,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description- Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16,or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval S. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form Roof1nfoFeb21 Rev Feb 18,2021 ST. CUCIE WORKS Section A (General Information). Master Permit No. Process No. Contractors Name: wt FL ' License# CCe-03LS*13 Job Address 70 0M r ' sf lf x"; ` L ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles Metal Panel/SWRok-3- ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) ./ Steep Sloped Roof Area(SF) NO Total (SF) 00 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 i ify dimensions of elevated pressure zones and location of parapets. l I . ,. f�€;•<ssaiu�s�c_..:...........:.... .......� ..wa,.;r�k Eera.:_.._._.:.,:.�..i•....:::x;- �.r'�;alisit1�F".,.__ �y. 9' �•� Yy �{ 4 ' s� is S� { si !'i 3 ii l F Section C (Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Shee ttachment: manufacturer Zone 1':—" oc @ Lap, #Rows @' °o0 (If a component is not used identify as"NA") Zone 1:�" oc @Lap, # Ro ® "oc System Manufacturer: Zone 2:_" oc @ Lap,# ws @ moo Zone 3:—" oc @Lap, Rows @ °oc Product Approval No.: Number of Fastener Per Insulation Board: Design Wind Pressures, From RAS 128 Or alculations: Zone 1': Z ne 1: Zone 2: Zone 3: Zone 1': Zone 1: Zone 2: Zon 3: Illustrate C ponents Noted and Details as Applicable: Max. Design Pressure, from the specific produ approval Woodbl king, Gutter, Edge Termination, Stripping, system: Flashi , Continuous Cleat, Cant Strip, Base Flashing, Co terflashing,Coping, Etc. .. Deck: I dicate: Mean Roof Height, Parapet Height, Height of Base Type: Flashing,Component Material, Material'Thickness,Fastener Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Materia . FT. Insulation-Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding M�erial-_ Height Top Insulation Layer: Top Insulation Size and/Thicess: FT. Top Insulation Fastene Material: Mean Base Sheet(s)& No of Ply(s): Roof Base Sheet Fast er/Bonding Material: Height Ply Sheets &No.of Ply(s): Ply She t Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Section D (Steep Slope Roof System) Roof System Manufacturer: I A7M Notice of Acceptance Number: FL 338(8,)' Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Type: ws+�- Type Underlayment T-u .Roof Slope: 12. Insulation: �}A- Fire Barrier: N le aC F.u� RidgeVentilation,?� Fastener Type &Spacing: " �o �SGwv�-lS �" oG Adhesive Type: F� SA. Type'Cap Sheet Mean Roof Height: _ /g Roof Covering: Type&Size Drip 3x3 U �R- Edge: I T. WOE WORKS" Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mr.If the Mf values are greater than or equal to the Mrvalues,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1 : x _ .Mg: =M,1 Product Approval Mi (Zone 2e: x.� _ _�-Mg: =M,2a Product Approval Mf (Zone 2n: x = --Mg: =Mom, Product Approval Mf (Zone 2r: x 7i = }-Mg: =MO Product Approval Mf (Zone 3e: X1 _ _)-Mg: =Mri, Product Approval Mf (Zone 3r: x X Mg: =M 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 1 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems • For Uplift based tile systems use Method 3. Compare 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 12T (Zone 1: x L =x W:= )-W: cos r =Frl Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: cos r =Fr2r Product Approval F' (Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Zones 1,2e,2n,2r,3e,3r From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier a 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.