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Home My WebLink AboutProject Information a Precise Aerial Roof Measurement - . . Pi-eQared foryou •oo flers t j 3112 Sunrise Blvd., Fort Pierce, FL 34982-6405 BRILLIANT ROOFING hrilliDnttoofeK.cam Brilliant Roofing 4149 S.E. Salerno Rd. STUART, FL 349976936 tel. 772-713-0595 email: troyglowthsr@gmaii.com uickS uaresTM E/ e,agleview ' Q q. February 26,2021 -6405 3112 Sunrise Blvd, Fort Pierce, FL 34982 Report: 38627855 REPORT DEi'RILS l: <. F i Roof#1 Area: 19 Squares Predominant Pitch: 3 100% 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. www.eaaleAew.com/Guarantee 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: s 3D Roof Diagram a Length Diagram 9 Area Diagram s Aerial Images(Top, N,S, E&W) ° Notes Diagram a Pitch Diagram } a Waste Calculation Table a Report Summary o Customizable Report - -✓L ° Square Footage Pitch Table p 2008-2021 Eagle View Technologies,Inc and Pictometry International Corp.—All Rights Reserved—Covered by one or more of U.S.Patent Nos.8,078,436;8,145,578;8,170,840;8,209,152;8,515,125;9,183,538;8,318,770;8,542,880;9,244,589; 9,329,749.Other Patents Pending. ! I T. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: Pr / ► 1 I Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1:2Dqone 2e:.—OLQZone 2n:-MZone 2r:10 Zone 3e:OZone 3r: i-30 Deck Type: Rf Slope: Type Underlayment: pUS p 12 Insulation: Fire Barrier: Ridge,Vi ilation7 Fastener Type &Spacing: �0 Adhesive Type: Type Cap Sheet: Mean Roof Height: Roof Covering: �v Type&Size Drip t� Edge: II 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 @ "ac (If a component is not used,identify as"NA") Zone 1:—" oc @ Lap,# Rows ® "ao System Manufacturer: Zone 2: oc @ Lap,#Rows ® "ac Zone 3:-" oc @'La•p,#Rows ® "ac Product Approval No.: Number`of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: one 3: Zone 1': Zone 1: Zone 2: Zone 3: Illustrate Components Noted and De s as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge ermination, Stripping, system: Flashing, Continuous Cleat, ant Strip, Base Flashing, Counterflashing,Coping, E Deck: Inclicate: Mean Roof H . ht, Parapet Height, Height of Base Type: Flashing,Componen aterial, Material'Thickness, Fastener Type,Fastener Sp cing or Submit Manufacturers Details that Gauge Thickness: Comply with R 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 Mater' k Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bondin aterial: Top Ply: Top Ply Fastener/Bonding Material: t 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 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;L M Product Approval Mi - �-- g. =Mn (Zone 2e: x)l = _)-Mg: =Ma. Product Approval Mf (Zone 2n: x)L = --Mg: =Mom, Product Approval Mf (Zone 2r: x 7L = -Mg: =Me& Product Approval Mf - = (Zone 3e: � x- = � NIT Mr,* Product Approval Mf (Zone 3r: x _ ____a-M91 =Mrs Product Approval f Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance NO 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 30.1 31. 32.8 34.9 6:12 26.4 28.0 .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 stems • For Uplift based the systems use Method 3. Compare the v ues 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 le attachment method is acceptable. Met/"Uprifted Tile Calculations Per RAS 12T (Zone 1: x L =x W:= ) r =Frl Product Approval F' (Zone 2e: x L =x W:=� r =Frze Product Approval F' (Zone 2n: x L =x W:= r =Frzn Product Approval F' (Zone 2r: x L =x W:= r =FrzrProduct Approval F' (Zone 3e: x L =x W:= r =Fr3eProduct Approval F' (Zone 3r: x L =x W:= r =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Z nes 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 Gravit Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistant 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. I f�77 ''//IIff ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code.7th Edition (2020) Based on Section 1525 of th-e Florida Building Code-Building ' N TR TI ON PAGE S UC 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 1,2,3,4,56,7 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 1,2,4,5,6,7 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 Section A (General Information). Master Permit No. Process No. Contractors Name: r 1 V la)t1'c Koo License# o(� Job Address 3► IZ y- 'f�1vd FoY+ ('�e 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) Steep Sloped Roof Area (SF) k�000 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.