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Home My WebLink AboutRoofingPermitInformation 2807 Jefferson Fort Pierce ST. LU C I E WORKS o ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code- Building INSTRUCTION PAGE 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 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6.7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and A, B, D 1,2,4,5,6,7 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 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 ST. LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: Sunrise City CHDO Inc License# CCC1327208 Job Address 2807 Jefferson Pkwy Fort Pierce, FL 34946 ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles Asphaltic Shingles ❑Metal Panel/Shingles ❑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) 2400 Total (SF) 2400 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. t i 1 - IIIIIIIII''' ►��iiii l ST. LUCIE WORKS Section C (Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—" oc @ Lap,# Rows @ "oc (If a component is not used, identify as"NA") Zone 1:—" oc @ Lap,# Rows @ "ao System Manufacturer: Zone 2:—" oc @ Lap,# Rows @ ao Zone 3:—" oc @ Lap,# Rows @ "oo Product Approval No.: Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1':_Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterf lashing, Coping, Etc., Deck: Indicate: 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 Material: FT. Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding Material: Mean Base Sheet(s) & No.of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'& No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: Owens Corning Notice of Acceptance Number: FL10674 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1:-478 Zone 2e: --478 Zone 2n: 760 Zone 2r: '60 Zone 3e: $'' Zone 3r: Deck Type: Plywood Type Underlayment: Peel N Stick Roof Slope: 3 12 insulation: None Fire Barrier: None Ridge Ventilation? yes Fastener Type &Spacing: =Ring hank 6"OC7=1 Adhesive Type: N/A Type Cap Sheet: N/A _ I Mean Roof Height: 15' Roof Covering: Shingles Type&Size Drip 13"x 3" Aluminum Edge: ST. LUCIE 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 Ms.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 X _ ) »Mg: =M', Product Approval Mi (Zone 2e: x% _ )-Mg: =M,a Product Approval Mt - (zone 2n: x X _ _) -Mg: =Mom, Product Approval Ms (Zone 2r: x X _ )-Mg: =M Product Approval Ms (Zone 3e: X - )"Mg: =Mr,, Product ApprovalMf (Zone 3r: x k _ ) Mg', =Mrar Product Approval Ms Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr) From Table Below Product Approval Ms- Mr required Moment Resistance* 17:12 Roof Slope 15, 20' 25' 30' 40' 34.4 36.5 38.2 39.7 42.2 32.2 34.4 36.0 37.4 39.8 30.4 32.2 33.8 35.1 37.3 28.4 30.1 31.6 32.8 14.9 26.4 28.0 29.4 30.5 32.4 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the 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 =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Frze Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2,, 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 fZones1,2e,2n,2r,3e,3rFrom applicable table in RAS 127 or by an engineering analysis Design Pressure 1,2e,2n,2r,3e,3r 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 Mr Product Approval o Moment Resistance Mg Calculated Attachment Resistance F' Product Approval Uplift Resistance Fr Calculated Tile WeightW Product Approval nsions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.