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HomeMy WebLinkAboutRoofing Info Sheets ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) File Copy 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 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,(f 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. r I ` Premium" Report - l� g e v i e 1/11/2022 809 Birch Dr, Fort Pierce, :: Report: 43950088 4 LENGTH DIAGRAM - _ - . T Total Line Lengths: Valleys = 53 ft Flashing = 0 ft Ridges= 101 ft Rakes= 101 ft Step flashing = 5 ft Hips= 4 ft Eaves= 152 ft. Parapets i 0 ft 16 16 30 \ \\ N 4 43 f, n ^y j' i 15 � C'7 i 16 E 16 16 N s w Note:This diagram contains segment lengths(rounded to the nearest whole number)over 5.0 Feet In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9) ©2008-2022 Eagle Yew Technologies,Inc.and Pictometry International Corp.—A8 Rights Reserved—Protected by European Patent Application No.101621993—Covered by one or more of U.S.Patent Nos.8,078,436;8,14W8;8,170,840; 8,209,152;8,515,125;8,825,454;9,135,737;8,670,961;9,514,568;8,819,770;8,542,880;9,244,589;9,329,749;9,599,466.Other Patents Pending, PAGE 4 . . ST LUCIE WORKS Section A (General.Information) Master Permit No. Process No. Contractors Name: Legacy Builders Group LLC License# CCC 1331667 Job Address 5809 Birch Dr. Fort Pierce FL 34982 ROOF CATEGORY 10 Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles IQ Asphaltic Shingles ❑Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ ❑ New roof ❑ Repair ❑ Maintenance JQ Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) 217 Steep Sloped Roof Area(SF) 2878 Total(SF) 3097 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. Irk ' r ' i ST. LUCIE WORr,; 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_® woo (If a component is not used,identify as"NA") Zone 1:_..."oc @ Lap,#Rows00 System Manufacturer: Certainteed Zone 2:_.._."oc @ Lap,#Rows ® "oo Product Approval No.: FL11288-R18 Zone 3:—..-."oc @ Lap,#Rows_® "as 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: 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: STIUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: TamkO Heritage Notice of Acceptance Number: 20-0701.02 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n:-Zone 2r: one 3e: Zone 3r: Deck Type: Plywood Type Undedayment 30 lb Felt Roof Slope: 5 12 Insulation: F N/A Fire Barrier: N/A Ridge Ventilation? Fastener Type&Spadmg: 8d Ring Shank 6" OC Certainteed Ridge Vent Adhesive Type: N/A Type Cap Sheet N/A Mean RoofHeight: , '15' Roof Covering: Asphalt Shingles Type&Size Drip 2 x 3 Edge: STo 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 M,values,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 _ _�_Mg: =Mn Product Approval M, (Zone 2e: x J _ _J-Mg: =M,0 Product Approval Mf (Zone 2n: x.X = -Mg: =Mom, Product Approval Mf (Zone 2r: x X _ -Mg: =Mar Product Approval Mf (Zone 3e: x _ - Mg: =M31 Product Approval Mf (Zone 3r: x)L _ Mg: =Mm 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 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:= )-W: 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 =Fr2" 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 engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 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.