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HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET Z ° ST. LUCIE WORKS 0 rr� ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET o 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,%6.7 Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7 Asphaltic Shingles A, B, D 1.2,4,.6.7 Concrete or Clay Tile A,B, D, E 1,2A4A6,7 Metal Roofs A, B, D 1,2.3,4ACT Wood Shingles and A, B, D 1,2.4A6.7 ,Shakes Other As Applicable 1RA4.6A7 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 Roof1nfoFeb21 Rev Feb 18,2021 ST. LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: �"" , � License# Job Address ROOF CATEGORY ❑ ow Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes VVV ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ t/New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area (SF) Total (SF) 3 k- )�_ pI;z_" 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. E I i , 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 0 am . (If a component is not used, identify as"NA") Zone 1:_." oc @ Lap,#Rows 0 moo System Manufacturer: Zone 2:_.._."oc @ Lap,#Rows 0 woo Zone 3:—" oc @ Lap,#Rows 0 woo 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, Counterflashing,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: r �/ Comply with RAS 111 and Chapter 16. Slope: 3�� �OV�' 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: 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: f Type Underlayment Rogf Sbpe: Y-7,/ ' 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: i Adhesive Type: Type Cap Sheet Mean Roof Height: Roof Covering: Type&Size Drip Edge: -- I 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 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: XX. = _J-MW _k16 Product Approval M. (Zone 2e: x). = _J-MF =Allen Product Approval Mf (Zone 2n: X X = _�-- =Mg, Product Approval Mr (Zone 2r: xk = _)-Mg: =Mir, Product Approval Mf (Zone 3e: X)- = -J--MW -Mft Product Approval Mf (Zone 3r: x1 - =Me Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf M,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 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 F,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 =F,i 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 =Frzn Product Approval F' (Zone 2r: x L =x W:= ) -W: cos r =Frzr 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. Property Card Page 1 of 1 Michelle Franklin, CFA-- Saint Lucie County Property Appraiser--All rights reserved. Property Identification Site Address:2513 CHESTERFIELD DR Use Type:0100 Sec/Town/Range:21/35S/40E Account#:29115 Parcel ID:2421-605-0014-000-7 Map ID:24/21N Jurisdiction:Saint Lucie County Zoning:RS-4 Count Ownership Delva Findlay Ashley Findlay 2513 Chesterfield DR Fort Pierce,FL 34982 Legal Description = ORANGE BLOSSOM EST-SECOND ADDN BLK 2 LOT 7(0.20 AC) Current Values Just/Market Value: $120,900 Assessed Value: $120,900 Exemptions: $0 Taxable Value: $120,900 Total Areas Finished/Under Air(SF): 1,703 Property taxes are subject to change upon Gross Sketched Area(SF): : ,703 change of ownership. 25 Land Size(acres): 0.2 • Past taxes are not a reliable projection of future taxes. Land Size(SF): 8,712 • The sale of a property will prompt the removal of all exemptions,assessment caps,and special classifications. Building Design Wind Taxes for this parcel: SLC Tax Collectoes Office Speed Download TRIM for this parcel:Download PDF Occupancy Category 1 lI III& IV Speed 140 150 160 Sources/links: All information is believed to be correct at this time,but is subject to change and is provided without any warranty. ©Copyright 2022 Saint Lucie County Property Appraiser.All rights reserved. -JA-- a P- https://paslc.gov/RECard/ 1/6/2022 f