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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET,TIToLUM o ST. LUCIE WORKS 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 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 1,2,3,4,5,6,7 Wood Shingles and Shakes Other A, B, D 1,2,4,5,6,7 1,2,3,4,5,6,7 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 Municipal Permit Application 5. 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: Roof Doctors LLC License # CCC1326620 Job Address 10725 S Ocean Dr #529 Site built portion 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 X Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 400 Total (SF) 400 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. (r Da ELEVATxON CERTIFIrATF rb 1`� a , v' s T-� •X r i' �f7 iy r BUILDING PHOTOGRAPHS see Instructions for Item A6. MRQRTANT; In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, 5ude, andior 8fdg. No.) or P.D, Route and Box No, 10725 SOUTH OCEAN DRIVE #529 C�tY Stale ZIP Code JENSEN BFArH FL❑RIDA ED 34957 OMf3 No, 1660-0008 Expiration pate: November 30, 20-, FOR INSURANCE GDMPP.NY U-' Policy Number: Company NAIL: NUMIDel If using the Elevation Certificate to obtain NF1P flood insurance, affix at least 2 building pholographs below aCcordlng to lh instructions for Ilern AG. Identify all photographs with date takers; "Front View' and "Rear View"; and, if squired, "Right Side View" arti "Left Side View - When appl,cabte, photographs must show the foundation with representative examples of the flood openings c WIN, as indicated Fri Section AB. If submitting more photographs than v1ill fit on this page, use the Continuation Page. ago oft Eli i FTrwc Ong Photo One GaPtion FR❑NT 06/29/2021 uwar rnuk- FEMA Form 086-0-33 (12119) Replaces all prevgous edilions. Form Sent from Yahoo Mail on Android ST. LUCRE WORKS na Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Max. Design Pressure, from the specific product approval system: Deck: Type: Gauge Thickness: Slope: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s)' & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':—" oc @ Lap, # Rows @ "oc Zone 1:—" oc @ Lap, # Rows @ "ao Zone 2:—" oc @ Lap, # Rows @ " ao Zone 3:—" oc @ Lap, # Rows @ "oo Number of Fasteners Per Insulation Board: Zone 1': Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterf lashing, Coping, Etc., Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material' Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: GAF Notice of Acceptance Number: FL10124-R31 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: na Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Type: 5/8 plywood Type Underlayment: apoc weather armor sb-1 FL26482-R6 self adher Roof Siope: 2 12 Insulation: na Fire Barrier: na Ridge Ventilation? Fastener Type & Spacing: Ea na Adhesive Type: Fbull7__ Type Cap Sheet: Fna _ I Mean Roof Height: 9 Roof Covering: Timberline Shingles Type & Size Drip 2*2(26gauge) Edge: ST. LUCIE WORKS na Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Ms. 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 VMoment Based Tile Calculations Per RAS 12T (Zone 1: x _ ) » Mg: = Mr, Product Approval Mi (Zone 2e: x _ ) -Mg: = M,a Product Approval Mt - (zone 2n: x _ _) -Mg: = Mom, Product Approval Ms (Zone 2r: x _ ) - Mg: = M Product Approval Ms (Zone 3e: X - )"Mg: =Mr,, Product ApprovalMf (Zone 3r: x a. _ ) Mg', = Mrar Product Approval Ms Method 2 "Simplified Tile Calculations Per Table Below" _ /� \ r........ T-.L t- 0,1- Prmillrt Annroval Ms- -%tfgUIICU IVIVIIICIII VI I �I�u"�- '•'i/ •'""' '-'-'- ---- - - 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 31.6 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 wan a list or momenr, Ud�A!u IIIC JYZ0LCl11a • 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 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 =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:= ) -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!byan Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r From applicable table in RAS 127 orngineenanalysis prepared by PE based on ASCE 7 H Job Site Job Site Mean Roof Height Roof Slope 6 A Product Approval Aerodynamic Multiplier Mg Mr Product Approval Product Approval Restoring Moment due to Gravity Attachment Resistance Mg Calculated Required Moment Resistance Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated W Product Approval Average Tile Weight L = length W = width Product Approval Tile Dimensions All calculations must be submitted to the building official at the time of permit application.