No preview available
HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET4LLL1L 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: Roof System Low Slope Application Prescriptive BUR-RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes Other Required Sections of the Permit Application Form A,B,C A, B, C A,B,D A,B,D,E B D A,B,D As Applicable Attachments Required See List Below 1,2,3,4,5,6,7 2,4,5,6,7 1,2,4,5,6,7 1,2,3r.4,5,6,7 1,2,3,4,5,fi,7 1,2,4,5,6,7 1,2,A4,5,6.7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page 5pecific 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: l -L C� I-J0' 1J" License# 6� ��(� Job Address`� S [y' , �2� / ROOF CATEGORY ❑ Low Slope ❑ Mepnically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑Asphaltic Shingles W-kfetal Panel/Shingles C]Wood Shingles/Shakes © New roof ❑ Repair Low Slope Roof Area (5F) ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ Maintenance Reroofing ROOF SYSTEM INFORMATION Steep Sloped Roof Area (5F) �S!] Z ❑ Recovering Total (SF) JS 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. ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: ►��C7�'edic Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: Zone 2e:one 2n:�zone 2r:---Zone 3e:� one 3r: Deck Type: Type Underiayment: Ro�Siope: 42 ----- Insulation: Fire Barrier: Ridge Ventlatian? Fastener Type & Spacing: /e v Adhesive Type: Type Cap Sheet Mean Roof Height: Roof Covering: Type & Size Drip Edge: ST. LUCIE WORKS Section C (Low Slope Roof) / Fill in specific roof assembly c ponents and identify manufacturer (if a component is not used, identify as "NA") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': _ Zone 1: Zone 2: Zone 3: Max. Design Pressure, from the specific product approval system: Deck: Type: Gauge Thickness: Slope: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation 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: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':—" oc @ Lap, # Rows. 0 "oo Zone 1• " oc @ Lap, # Rows 0 moo Zone 2 „ oc @Lap, #Rows ® Woo Zone 3:—" oc @ Lap, # Rows— 0 " oo Number of Fasteners Per Insulation Board: Zone 1': Zone 1: Zone 2• Zone 3: Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc.r Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material'Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. , ST. LUTE WORKS Section E (Tile Calculations) For Moment based the 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 RA512T (Zone 1: x (Zone 2e: x (zone 2n: x (Zone 2r: x (Zone 3e: x — (Zone 3r: I x �j —Mg. ; Mr2e — Mg: Mr2n , j—Mg: =M ] - Mg: = Mu Product Approval Mj _ Product Approval Mt -- Prod u ct Approval Mf Product Approval Mf Product Approval Mf _ Product Approval MF,� Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance {M4 From Table Below Prnrliirt Annrnu=l RA. NVIVOL uc uacu 111 LvnlUFILLlurl WIM a llst OT moment based the systems • For Uplift based the 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 =Frx Product Approval F' (Zone 2e: x L =x W:=� -W: cos r =Frxe 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 =FrZr Product Approval F' {Zone 3e: x L =x W:= j -W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= ) -W; cos r =Fr3r Product Approval F'