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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET rUT C E EIn ST. LOCI E 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 ATTA H THE REQUIRED DOCUMENTS AS NOTE BELOW: Req fired Sections of Attachments Required Roof System the ermit Application See List Below For 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 V 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 ATTACHMEN S REQUIRED As Applicable): 1. Fire Directory Listing Pa ore 2. From Product Approval Front Page Specific System Descri 3tion Specific System Limita Jons 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 Test ng/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 CT. LUCIE WORK Section A(General Information) Master Permit No. Process No. Contractors Name: License# Job Address 8001 BELMONT AVE FORT PIERCE F 591 ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tile (Asphaltic Shingles ❑Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescript ve BUR-RAS 150 R OF ROOF TYPE- ❑ New roof ❑ Repair ❑ Maintenance D(Reroofing ❑Recoverin -ROOF SYSTE M INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF)4520 S 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. N _ N M t s ST. LU+CIE WORKS Section C (Low Slope Roof) Surfacing: Fill in specific roof assembly components and identif Fastener Spacing for Anchor/Base Sheet At achment: manufacturer Zone 1':_._."oc @ Lap,#Rows "oc (If a component is not used,identify as"NA") Zone 1'-- -" oc @ Lap, #Rows @ "oc System Manufacturer: Zone 2:—" oc @ Lap,#Rows @ "oc Zone 3:_.._." oc @ Lap,#Rows_1@ "oc Product Approval No.: Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Calculation : 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, Counterflashing,Coping,Etc., Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: Wood Flashing,Component Material,Material'Thickness,Fastener Type,Fastener Spacing or Submit Manufacturers Detailsthat 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: Notice of Acceptance Number: 19-0312-04 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): .Zone 1: Zone 2e: Zone 2n: one 2r:_Zone 3e: Zone 3r: Deck Type: WOOD Type Underiaymen : A 30 ASTM - D22 6 TYPE 11 Roof Slope: —' 12 Insulation: NONE Fire Barrier: N/A Ridge Ventilation? Faste er Type&Spacing: 1-1/4 R/S NAILS&1-5/8 TIN GAP 6"O/C LAP 12"O/C FIELD NIA dhesive Type: NONE Type Cap Sheet: NONE Mean Roof Height: 13' Roof Covering: SHINGLES Type&Size Drip 1 26 GAUGE GAL Edge: 3"X " ST. LUCIE WORKS Section E(Tile Calculations) For Moment based tile systems,choose either Metho 11 or 2.Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mrvalues,for each a ea of the roof,then the tile attachment method is acc ptable. Method 1'Momet t Based Tile Calculations Per RAS 12T (Zone 1: x A _ - g; =N� Product Approval M (Zone 2e: _ X _ _J-IN g; =Mr, Product Approval Mf (Zone 2n: x)L _ --- )- g: =Mom, Product Approval Mf (Zone 2r: x = T}- 9: =M, Product Approval Mf (Zone 3e: x 9: =Mrs Product Approval Mf, (Zone 3r: xIN 9= =Mr3r Product Approval Mf. Method 2"Simpli ied Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Belo Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 2 ' 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 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 the systems use Method 3. Compam 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: dos r =Fr1 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 engineers g analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mr 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 th 2 time of permit application.