The URL can be used to link to this page

Home My WebLink AboutProject Information o T. L CIE WORKS ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code-Building : INSTRUCTION1 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 194,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 � Metal Roofs � �A�B,D Y'�. 1,2,3,4,5,6;7 Wood Shingles and A,B,D IA4,6,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED As A pplicable) Fire Directory Listing Page 2 'y From Product Approval: Front Page i 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 I 5-I Municipal Permit Application 6=LIOwners Notification for Roofing Considerations(Reroofing Only) �/�. � g ( g Y) Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 I I .Section A(General Information) Master Permit No. Process No. Contractors Name: License# CCf'15L 1qo('P Job Address SgOB p Y ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. New roof ❑ Repair ❑ Maintenance X Reroofing ❑Recovering -ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) 1 V Steep Sloped Roof Area(SF) Total(SF) � �=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. Precise • Roof Measurement Prepared ! you by Brifflant Roofers e _qT is ■ . y F / / 019 5908 Bamboo Dr, Fort Pierce, FL 34982-3760 BRILLIANT ROOFING , I Brilliant Roofing j 4149 S.E. Salerno Rd. STUART, FL 349976936 tel. 772-713-0595 email: troyglowthsr@gmail.com Mea�ursinena Pran�sd 5y e� �e � Sl it xf� _ 4 -x ® QuickSquareSTM ea IeviewTh— � February 26,2021 5908 Bamboo Dr, Fort Pierce, FL 34982-3760 Report: 38627866 REPORT DETAILS r r I 4iM i p i i Roof#1 Area: 26 Squares Predominant Pitch: 5 100% This report includes up to two structures on a residential property and one structure on a multi-family property.The pitch has been factored into the calculation with no waste.Please upgrade to a Premium Report to receive measurements for additional structures and for any lower roof areas that may be obscured from view in the top-down image,as they are not Satisfaction Guaranteed included in the totals on this report. vvww.eaaleviewxom1Guarantee Upgrade Your Report! QuickSquares is a report used to estimate the overall size of the roof,for material-ordering accuracy,contractors should upgrade to a Premium Report.The price of your QuickSquares report will be deducted from your upgrade. A Premium Report includes: • 3D Roof Diagram e Length Diagram • Area Diagram • Aerial Images(Top, N,S, E&W) o Notes Diagram • Pitch Diagram • Waste Calculation Table • Report Summary • Customizable Report Square Footage Pitch Table p 2008-2021 Eagle View Technologies,Inc and Pirtometry International Corp.—All Rights Reserved—Covered by one or more of US.Patent Nos.8,078,436;8,145,578;8,170,840;8,209,152;8,515,125;9,183,538;8,818,770;8,542,880;9,244,589; 9,329,749.Other Patents Pending. i 'o-T 'L"'CIE WORKQ Section C (Low Slope Roof) surfacing: j Fastener Spacing for Anchor Base Sheet Attachment: P g / Fill 'n specific roof assembly com onents and identify �i s P P fY manufacturer I Zone 1':_.._." oc @ Lap,#Rows ® "oc ' (If a component is not used;identify as"NA") Zone Zone 1:_,� oc @ Lap,#Rows @ or. ' System Manufacturer: Zone 2:_.._." oc @ Lap,#Rows @ °oo ' Product Approval No.: Zone 3:—" oc @ Lap,#Rows @ °or, ' � Number of Fasteners Per Insulatio ,Board: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Z e 2: Zone 3: i Zone 1': Zone 1: Zone 2: Zone 3: Illustrate Components No d and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutt , Edge Termination, Stripping, system: Flashing, Continuo s Cleat, Cant Strip, Base Flashing, Counterflashing, oping, Etc.., Deck: Indicate: Mea Roof Height, Parapet Height, Height of Base Type: Flashing,C ponent Material,Material'Thickness,Fastener Type,F ener Spacing or Submit Manufacturers Details that Gauge Thickness: Com y with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fasten e'T/Bon ding Material: FT. G Insulation Base Layer: Base Insultation Size and Thickness: / Parapet Base.Insulation Fastener/Bonding Material:, Height Top Insulation Layer: Top Insulation Size and Thickness: FT. I Top Insulation Fastener/Bonding aterial: I Mean Base Sheet(s)&No.of Ply(s . Roof Base Sheet Fastener/Bo ing Material: Height I I I Ply Sheet(s)'&No. f Ply(s):' I Ply Sheet Faste r/Bonding Material: I Top Ply: I Top Ply Fastener/Bonding Material: i i I - LUCIE WORKS Section D (Steep Slope Roof System) ►(�/� Roof System Manufacturer: P rani I e,V 1 1 l2�7b 1 Notice of Acceptance Number: FIL;R�sL-3 , Q —V,Z Minimum Design Wind Pressures, If Applicable(From RAS 127 or Clcuyyja�tions): ��yy �� Zone 1 Zone 2e Zone 2r�Zone 2►c9�c� .Zone 3ePt�Zone 3r: Deck Type: Type Underlayment: Roof Slope: [2 Insulation: Fire Barrier: Rid VentHation? Fastener Type&Spacing: Adhesive Type: Type Cap Sheet: Mean RocF Height: ►— Roof Covering: S V Type&Sim Drip 3�� Edge: ST. LUCIE WORK 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 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 _ _�_pig: =Mn Product Approval MT (Zone 2e: x 2, -Mg: =M,� Product Approval Mf (Zone 2n: x A = -Mg: =Ma, Product Approval Mf (Zone 2r: x A = -Mg: =M Product Approval Mf (Zone 3e: x 7 _ -)-Mg: =Mrae Product Approval Mf (Zone 3r: x _ ____�-Mg: =M,� Product Approval f Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mr 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 1 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 the systems • For Uplift based tile systems use Method 3. Compare t)p 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"Uplif Based Tile Calculations Per RAS 12-T (Zone 1: x L =x W:= )-W: i cos r =Fri 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:= )- 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:=--zJ-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 ravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Re istance Mg Calculated Minimum Attachm t Resistance; F' Product Approval Required Uplift R istance Fr Calculated Average Tile W 'ght ; W Product Approval Tile Dimensions 1 L=length W=width Product Approval ! All calculations must be submitted to the building official at the time of permit application. i i