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HomeMy WebLinkAboutROOF ST. LU C I E 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 X Low Slope Application X X A, B,C X 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 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 ST. LUCI E Section A (General Information) Master Permit No. Process No. Contractors Name: Roof Doctors LLC ' License# CCC 1326620 Job Address 3107 S 24th St ROOF CATEGORY Xow 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 ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 1541 Steep Sloped Roof Area (SF) Total (SF) 1541 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. . I � j Reliable Permitting roof doctors This Report is Made by: 433 SE SKIPPER LN 3107 S 24th ST RQ^fEZ.co m PORT ST LUCIE, Florida 34983 fort pierce, FL 34982 Accurate Measurements, EZ savings! We take measuring to the next level 01 N Ez-Squares f Upgrade to Full Report Ez-Squares Info C Total Squares: 20SQ Total Area: 1959sgft Slope Area: 418sgft Flat Area: 1541sgft A :69 s ft. Pitch: 3/12 B :96 s itch: 6.35/12 C :113 ft. itch: 2.75/12 D :140 sqft. Pitch: 3/12 E QE :435 sqft. Pitch: 0/12 ©:1106 sqft. Pitch: 0/12 F 1, Top View Waste calculation Waste % 0% 5% 10% 15% 20% 25% Area (sqft) 1,959 2,057 2,155 2,253 2,351 2,449 Squares: 19.6SQ 20.6SQ 21.5SQ 22.5SQ 23.5SQ 24.5SQ Order#: 88022 Copyright© 2021, RoofEZ Measurement Technology, RoofEZ.com Page: 1 Customer#: 328012 ST. LUCIE WORKS Section C (Low Slope Roof) Surfacing: NA Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—" oc @ Lap,# Rows @ "oc (If a component is not used, identify as"NA") Zone 1:—" oc @ Lap,# Rows @ "ao System Manufacturer: Zone 2:—" oc @ Lap,# Rows @ ao Product Approval No.: FL14207-R26 Zone 3:—" oc @ Lap,# Rows @ "oo Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': na—Zone 1: Zone 2: Zone 3: Zone 1':-36.1Zone 1: -36.1 Zone 2:47.7 Zone 3: -64.9 — Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: -67.5 Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterf lashing, Coping, Etc., Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type:Wood Flashing,Component Material,Material'Thickness, Fastener Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16. Slope: 0/12 Anchor/Base Sheet& No. df Ply(s): na Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer: na Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: Insulation VersiWeld na Top Insulation Size and Thickness: 4*4-Min 1.5 Insulation FT. Top Insulation Fastener/Bonding Material: 8 Oly Bond 500 Bonded Insulation, Bonded Roof Cover Wood Mean Base Sheet(s) & No.of Ply(s): na Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'& No. of Ply(s): na Ply Sheet Fastener/Bonding Material: Top Ply: VersiWeld Top Ply Fastener/Bonding Material: Bonded Insulation, Bonded Roof Cover ST. LUCIE WORKS Section D (Steep Slope Roof System) na 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: Deck Type: Type Underlayment: Roof Slope: 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type &Spacing: Adhesive Type: Type Cap Sheet: Mean Roof Height: Roof Covering: Type&Size Drip Edge: ST. LUCIE WORKS Section E (Tile Calculations) n a 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 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: x X _ ) »Mg: =M', Product Approval Mi (Zone 2e: x% _ )-Mg: =M,a Product Approval Mt - (zone 2n: x X _ _) -Mg: =Mom, Product Approval Ms (Zone 2r: x X _ )-Mg: =M Product Approval Ms (Zone 3e: X - )"Mg: =Mr,, Product ApprovalMf (Zone 3r: x k _ ) Mg-, =Mrar Product Approval Ms Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr) From Table Below Product Approval Ms- Mr required Moment Resistance* 17:12 Roof Slope 15, 20' 25' 30' 40' 34.4 36.5 38.2 39.7 42.2 32.2 34.4 36.0 37.4 39.8 30.4 32.2 33.8 35.1 37.3 28.4 30.1 31.6 32.8 14.9 26.4 28.0 29.4 30.5 32.4 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based the 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 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 =Frze 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 fZones1,2e,2n,2r,3e,3rFrom applicable table in RAS 127 or by an engineering analysis Design Pressure 1,2e,2n,2r,3e,3r 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 Gravity Mg Product Approval Attachment Resistance Mr Product Approval o Moment Resistance Mg Calculated Attachment Resistance F' Product Approval Uplift Resistance Fr Calculated Tile WeightW Product Approval nsions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.