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Home My WebLink AboutInspection Docs uf-i Nr ST. LUCIE WORKS ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020)*0 *Oft i C� Based on Section 1525 of the Florida Building Code-B ilding INSTRUCTION PAGE ,1 COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFINGUT 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 1,214,5,6,7 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 o.r 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 . LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contra ctorsName: Sunrise City CHDO Inc License# CCC1327208 Job Address 2308 N 44th ST Fort Pierce, FL 34946 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 El Repair El Maintenance �Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) 300 Steep Sloped Roof Area (SF) 1178 Total(SF) 1478 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. „ URA+ 8 24 (£0) 10 (87 x (87]) 24 s^" } CLPA (190) 19 s I. C G ]5 Section C(Low Slope Roof) Surfacing: Peel N Stick Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':9_ -" oc @ Lap,# Rows 4 ® 9 •n oo (If a component is not used,identify as"NA") Zone 1: 9 "-oc @ Lap,# Rows 4 ®-22 oc System Manufacturer: Polyglass Zone 2:9:' oc @ Lap,# Rows 4 ® 9 °oc " Product Approval No.:FL1654 W-210 Zone 3: 6 " oc @ Lap,# Rows 4 ® 6 'oc Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1' Zone 20 Zone 3: Zone 1':-53.3 Zone 1: -53.3 Zone 2: -70.4 Zone 3: -95.8 — Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: FL1654 W-210 Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping, Etc., Deck: Indicate: Mean Roof Height, Parapet Height, Height.of Base Type:Plywood Flashing,Component Material,Material'Thickness,Fastener Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: 5l8 Comply with RAS 111 and Chapter 16.. Slope: •5/12 Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT. N/A Peel N Stick Insulation Base Layer: NIA Base Insultation Size and Thickness: N/A Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: N/A Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding Material' 10 Mean Base Sheet(s)&No.of Ply(s): 1 Roof Base Sheet Fastener/Bonding Material: Height Peel N Stick Ply Sheet(s)'&No.of Ply(s): N/A Ply Sheet Fastener/Bonding Material: Top Ply: 1 Top Ply Fastener/Bonding Material: Peel N Stick Section D (Steep Slope Roof System) Roof System Manufacturer: Owens Corning Notice of Acceptance Number- FL10674 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1:-07.8 Zone 2e:--47.8 Zone 2n:-78A Zone 2r: 76,0one 3e:-81.7 Zone 3r: Deck Type Plywood Type Underiayment: Peel N Stick Roof Slope: 3 : 12 Insulation: None Fire Harrier: I None Ridge Ventilation?yes FastenerType&Spacing: g D Ring Shank 6"OC Adhesive Type: N/A l Type.Cap Sheet: N/A I Mean Roof Height 101 Roof Covering: Shingles Type&Size Drip 3"x 3"Aluminum Edge: - ' 1 KS Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values fro/�Mf.If the Mf values lesistance qual to the Mrvalues,for each area of the roof,then the tile attachment method is �ceptable. Method 1'Moment Based Tile Calculations Per RAS 12T 1: x _)-Mg: =M', Product Approval M 2e: x x _ _)-Mg; M", Product Approval Mf 2n: x X --Mg: M,a, Product Approval 2r: x = )-Mg: =M� Product Approval f Be: x = )-Mg: =Mr, Product Appro I Mf 3r: x7v - �-Mg: =M Product Appr val MfMethod 2 Sim lified Tile Calculations Per Table BelPR esistance(Mr)From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof"lope 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 .4 28.0 29 4 30.5 32.4 7:12 24. 25.9 77.1 28.2 30.0 *Must be used in conjunction with a list of moment based the sy terns • 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 the ttachment method is acceptable. Method 3" lift Base Tile Calculations Per RAS 12T (Zone 1: x L =x W:= )-W: cos =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: s r =Free Product Approval F' (Zone 2n: x L =x W:= )-W: c �r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: cos 1�_=Fr2r Product Approval F' (Zone Be: x L =x W:= )-W: cos r�=Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F' Whereto Obtain Infor ation Description l Symbol Where to find Design Pressure Zo es 1,2e,2n,2r,3e,3r From appl* ble table in RAS 127 or by an engineering analysis prepared by based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Grav' MB Product Approval Attachment Resistance Mf Product Approval Required Moment Resists ce Mg Calculated Minimum Attachment sistance F' Product Approval Required Uplift Resis nce Fr Calculated Average Tile WeigLeW Product Approval Tile Dimensions L=length W=width- Product Approval All calculatio must be submitted to the building official at thetime of permit application.