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Home My WebLink AboutRoofing info form ST. LUCIE WORKS o 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 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 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 1,2,3,4,5,8,7 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 5T. LUCI E Section A (General Information). Master Permit No. Process No. Contractors Name:CMR CONSTRUCTION & ROOFING License# CCC1327587 Job Address 6840 Bronte Circle Port St. Lucie, FL 34952 ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance Ede Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 3,683 Total (SF) 3,683 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. t d % IZ- 1Z t-� I I rT1 LZ V 1 -1 'AGE } 11{� Report eagleview - Premium 8/28/2020 Claim: OIC20200800364 6840 Bronte Circle, Port St. Lucie, FL 34952 Report: 35978452 LENGTH DIAGRAM Total Line Lengths: Valleys = 85 ft Flashing = 2 ft Ridges = 67 ft Rakes = 121 ft Step flashing = 31 ft Hips = 103 ft Eaves = 164 ft Parapets = 0 ft 12 12 26 cli LO 14 C) ♦ ------------;6 13 13 it 1 14 N F S 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.q. +6 and +9). @ 2008-2020 Eagle View Technologies,Inc.and Pictometry International Corp.—All Rights Reserved—Protected by European Patent Application No.10162199.3—Covered by one or more of U.S.Patent Nos.8,078,436;8,145,578;8,170,940; 8,209,152;8,515,125;8,825,454;9,135,737;8,670,961;9,514,568;8,818,770;8,542,880;9,244,589;9,329,749;9,599,466.Other Patents Pending. PAGE 4 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 @ n oc (If a component is not used, identify as"NA") Zone 1:—" oc @ Lap, # Rows @ "oc System Manufacturer: one 2� " oc @ Lap, # Rows @ oc /)Nu one oc @ Lap, # Rows @ n oc Product Approval No.: r of F Hers Per Insulation Board: Design Wind Pressures, From RAS 128 Calcul 1': e1: Zone 2: Zone 3: Zone 1': Zone 1: Zone 2: Zone 3 rate 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: t ST. LUCRE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: OWENS CORNING Notice of Acceptance Number: NOA No.: 17-1211 .02 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): N/A Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Type: IPLYWOOD Roof Slope: Type underlayment: ISelf adhered OC Weather Lock G direct to deck 5 ' 'I2 _ Insulation: N/A Fire Barrier: N/A shingle-1 1/4 coil nails 6 per shingle Ridge Ventilation? Fastener Type &Spacing: decking-2/38 8D ring shank 6'OC field GAF Cobra Shingle Ridge Vent 14"OC on butt joints Nail Gun version Adhesive Type: N/A Type Cap Sheet: N/A Mean Roof Height: 15 Roof Covering: Owens Corning Shingle Type&Size Drip 126 GA 3 x 3 Edge: 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 _ --Mg: =Mr, Product Approval M (Zone 2e: x I Mg: =M,• Product Approval Mf (Zone 2n: x Jl = --Mg: =Mrb, Product Approval Mf (Zone 2r: x. _ —Mg: =M Product Approval Mf (Zone 3e: x _ --Mg: =Mne Product Approval Mf (Zone 3r: x]L _ Mg. =Mr, Product Approval Mf 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 AF 36MOM 37.4 39.8 4:12 .4 32J. d 35.1 37.3 5:12 30 6ktlues 32.8 34.9 6:12 2 28 .430.5 32.4 7:12 24. 25 28.2 30.0 *Must be used in conjunction a list of t e emsFor Uplift based tile systems u ethod 3. paa for F' 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: cos 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 engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 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.