The URL can be used to link to this page

Home My WebLink AboutAPPROVEDRoof PkgForm RoofInfoFeb21 Rev Feb 18, 2021 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: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D Concrete or Clay Tile A, B, D, E Metal Roofs A, B, D Wood Shingles and Shakes A, B, D Other As Applicable 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 Section A (General Information) Master Permit No. Process No. Contractors Name: ____________________________________ License # _______________________________ Job Address 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 Reroofing ROOF SYSTEM INFORMATION Recovering Low Slope Roof Area (SF) ________ Steep Sloped Roof Area (SF) _________________ Section B (Roof Plan) Total (SF) _______ 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. CCC1332349Charles K Pittman x 2828 x 372 3200 **SEE EAGLEVIEW** 5835 Whipoorwill Lane x Premium Report 1/25/2022 5835 Whipoorwill Lane, Port St. Lucie, FL 34987 Report: 44033496 LENGTH DIAGRAM © 2008-2022 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; 8,170,840; 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 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). Total Line Lengths: Ridges = 138 ft Hips = 69 ft Valleys = 72 ft Rakes = 217 ft Eaves = 257 ft Flashing = 2 ft Step flashing = 20 ft Parapets = 0 ft 57 1748 1718195 42141 2 14 3113 1 0812 12 311 4 241717 3717 37113711 17 3717 14 3714 S N W E 2022 Eagle View Technologies, Inc., All Rights Reserved. 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: 21-1215.02 CertainTeed wood 6 CT Winterguard Sand iWS CT Unfiltered 20-0723.40 1 1/4” ringshank nails & tin tags 1 row 6” oc lap; 2 rows 12” oc field Asph Shingle 3*3 26 ga 10’