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Home My WebLink AboutRoof Worksheet 0 ST. LUCIE WORKS 0 Q . 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 1,2,3,4Arfh7 Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7 Asphaltic Shingles A,B, D 1,2,4,5,8,7 Concrete or Clay Tile A,B,D, E 1,2,%4,%6,7 Metal Roofs A,B,D Wood Shingles and A,B, D 1,2,4A%7 Shakes Other As Applicable 1,ZA4.5.8,7 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. LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: License# Job Address 001 Ed&zvaAe P,A SaA e_1 cC_c_ N=L ROOF CATEGORY Low Slope [],Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles []Asphaltic Shingles El Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance 9 Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) ' 2 Total (SF) LA 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 I ST. LUCIE WORKS Se ion C (Low Slope Roof) Surfacing: Fill in pecific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manuf turer Zone 1':—" oc @ Lap,# Rows_® 'o (If a com onent is not used, identify as"NA") Zone 1:—" oc @ Lap,#Rows ® woo System Ma facturer: Zone 2:_" oc @ Lap,#Rows A 'o0 Zone 3:—." oc @ Lap,#Rows ® m o0 Product Approv No.: Number of Fasteners Per Insulation Board: Design Wind Pressure From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1': Zone 1: one 2: Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from a specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping, Etc., Deck: dicate: Mean Roof Height, Parapet Height, Height of Base Type: Flas ng,Component Material,Material'Thickness, Fastener Type,F ener S acing or Submit Manufacturers Details that Gauge Thickness: mply wit S 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 Si and Thick ss: FT. Top Insulation Fas ene ondin Material: Mean Base Sheet(s)&No.of (s): Roof Base Sheet Fastener/Bondifng Material: Height Ply Sheet(s)'& No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: \ ST. LUCIE WORKS Section D (Steep Slope Roof System)Roof System Manufacturer: �` �` e-rAe- ,-�f�`Q'w Notice of Acceptance Number: O 5q Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): 1/_ Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: g o L l9 \TM* \- uo O 04 yment: t V A Y\�V m 5 Roof Slope: 12Banter: Ridge Ventilation? Fastener Type&Spacing: ibX 1 A Ca S C) 13" V Adhesive Type: Type Cap Sheet: Mean Roof Height: Q Roof Covering: MQ q car\ \S t Ck Type S S'ms Drip C 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 Mr values,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 = _}_L _kid Product Approval M, (Zone 2e: xl�� a _�-L =Mm, Product Approval Mf (Zone 2n: x = _�--GAD: m Mm Product Approval Mf (Zone 2r: X)6 - --J-MD: =M& Product Approval Mf (Zone 3e: -INV _hift Product Approval Mf (Zone 3r: NIT =Mo 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 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 with a list of moment based tile 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 =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2r, 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 6 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.