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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET Llo Cccct ST. LUCIE WORKS 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 IA4,5,6,7 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 Section A (General Information) Master Permit No. Process No. Contractors Name: Sunrise City CHDO Inc License# CCC1327208 Job Address 2804 Langston Dr. Fort Pierce, FL 34956 ROOF CATEGORY Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles Asphaltic Shingles OMetal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance Fv-(]Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 506 Steep Sloped Roof Area (SF) 1654 Total (SF) 2160 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. ti a -. W F L LPA •r' i 15 B 12 8 BAS 28 9A5 23 oPAIA 12 3 ST LUCIE 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 @ "ac (If a component is not used, identify as"NA") Zone 1:—" oc @ Lap,# Rows @ "ac System Manufacturer: Polyglass Zone 2:—" oc @ Lap,# Rows @ "ac Product Approval No.: FL1654 Zone 3:—" oc @ Lap,# Rows @ "ac Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1': -37.8 Zone 1: -37.8 Zone 2: -63.5 Zone 3: -95.2 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:Plywood Flashing,Component Material, Material'Thickness, Fastener Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: 5/8 Comply with RAS 111 and Chapter 16. Slope: 5/15 Anchor/Base Sheet&No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer: N/A Base Insultation Size and Thickness: N/A Parapet Base Insulation Fastener/Bonding Material: Height N/A Top Insulation Layer: N/A N/A Top Insulation Size and Thickness: N/A SBS-SA Cap FT. Top Insulation Fastener/Bonding Material: SBS-SA Base N/A Mean Plywood Roof Base Sheet(s) & No.of Ply(s): SBS-SA PI Y Base Sheet Fastener/Bonding Material: Height N/A 10" Ply Sheet(s)'& No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: SBS-SA Top Ply Fastener/Bonding Material: ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: Tamko Notice of Acceptance Number: FL35321 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1:-47.8 Zone 2e: -47.8 Zone 2n:"76.0 Zone 2r:-76.0 Zone 3e:-81.7 Zone 3r: Deck Type: Plywood Type Underlayment: Peel N Stick Roof Slope, 4 12 Insulation: None Fire Barrier: None Ridge Ventilation? yes Fastener Type &Spacing: 78D4 Ring Shank 6"OC Adhesive Type: N/A Type Cap Sheet: N/A _ I Mean Roof Height: 8'' I Roof Covering: Shingle Type&Size Drip 13"x 3" Aluminum Edge: I 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 Mf. If the Mf values e greater than or equal to the Mrvalues,for each area of the roof,then the tile attachment metho eptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: x _ _�-Mg: =Mn Product Approval Mi (Zone 2e: x? = )-Mg: =M'a Product Approval Mf (Zone 2n: x _ _)- Mg: =Mom, Product Approval (Zone 2r: x _ )-Mg: =M Product Approval f one 3e: x _ -Mg: =Me,. Product Appro I Mf ( ne 3r: X _ -�-Mg: =Mrar Product Appr val Mf Method 2"Simplified Tile Calculations Per Table Bel " Required Moment of esistance(Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof lope 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 1130.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 .4 28.0 29 4 30.5 32.4 7:12 24. 25.9 .1 28.2 30.0 *Must be used in conjunction with a list o moment based tile sy ems • For Uplift based tile systems use Method 3. Compare the valu s 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 ro then the tile ttachment method is acceptable. Method 3" lift Base Tile Calculations Per RAS 12T (Zone 1: x L =x W:= ) -W: cos =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: s r =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: c r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: cos =Fr2r Product Approval F' (Zone 3e: x L =x W:= )-W: Cos r =Frse Product Approval F' (Zone 3r: x L =x W:= )-W: Cos r =Fr3r Product Approval F' Where to Obtain Infor ation Description Symbol Where to find Design Pressure Zo/es 1,2e,2n,2r,3e,3r From app\by e table in RAS 127 or by an engineering analysis Design Pressure Zo es 1,2e,2n,2r,3e,3r prepared based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravi Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resista a Mg Calculated Minimum Attachment sistance F' Product Approval Required Uplift Resis nce Fr Calculated Average Tile Weig W Product Approval Tile Dimensions L=length W=width Product Approval All calculatio must be submitted to the building official at the time of permit application.