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Home My WebLink AboutProject InformationST. LUCIE WORKS l� s • I ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET RECEIVED APR 2. 9 2021 Florida Building Code 7th Edition (2020) ParmittW'9 De,Partment Based on Section 1525 of the Florida Building Code - Building S;:, Lucie County INSTRUCTION PAGE I i COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: j 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 i A,B,C 2,4,5,6,7 Asphaltic Shingles i A,B,D Concrete or Clay Tile i A,B,D,E 12,3,4,5,6,7_ Metal Roofs A,B,D Wood Shingles and !Shakes A,B,D 1,2,4,5,6,7 i 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 f 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 i ST. LUCI E WORKS Section A (General Information). _ EVIE ED FOR Master Permit No. COSCUS np9 NC17 �s�tc� E S` . LUCIE COUNTY Contractors Name: License # 0— — Q,. Job Address i 5c� {kL�'3S �i'�� 'l�'✓�' /7`! ��i ROOF CATEGORY VLow Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ New roof ❑ Repair Low Slope Roof Area (SF) Old ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ ❑ Maintenance eroofing -ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) File Copy ❑ Recovering Total (SF) 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. ST. LUCIE WORKS 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: &,Y hi ss u'�-* Product Approval No.: �G 16' q — ,- Z 7 Design Wind Pressures, From RAS 128 Or Calculations: Zone 1'4 � Zone 1: Zone 2�-514one 3:—&6,5'� Max. Design Pressure, from the specific product approval system: -� yd , D Deck: Type: wool? 1 GaugeThickness: �Z /di �' Slope: !I Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: -5 tm�71 r �`L7 EirS iJ``� 7�7C J�'rt Insulation Base Layer:_�,(� Base Insultation Size and Thickness: N 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: - - ac " Top Ply: �i iU(0Y 1pe, Top Ply Fastener/Bonding Material: rr%v Aoft-ieD REVIEWeD FAA ®® c ► I c Surfacing: � Fastener Spacing for And JBJgs a, j tt cF 1 1 1 Zone 1':—" oc @ Lap, # Rows cez-00 N &' Zone 1:—" oc @ Lap, # Rows @ zoo Zone 2:—" oc @ Lap, # Rows ® °oo 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, Counterflashing, 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.. A ST. LUCIE WORKS 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: Deck Type: Type Underlayment Roof Slope; I 12 Insulation: Fire Barrier: j i Ridge Ventilation? Fastener Type & Spacing: Adhesive Type: Type Cap Sheet Mean Rocf•Height: Roof Covering: i Type & Size Drip Edge: I i 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 Mrvalues, for each area of the roof, then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T I (Zone1: xx = Mg: =kid Product Approval ML (Zone2e: - xx )jr►g: =M� Product Approval Mf (Zone 2n: x]l = _�-Mg: =Mm, Product Approval Mf (Zone 2r: x ;L = _)- Mg: = Mr2r Product Approval Mf (Zone 3e: Mg =Mg. Product Approval Mf j (Zone 3r: x = _-___a-W. =Mrs Product Approval Mf j Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf- IF Mr required Moment Resistance* Mean Roof Height Roof Slope. 15' 20' 11 25' 30' 1 40' 2:12 34.4 i 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 i 33.8 35.1 37.3 •, 5:12 28.4 30.1 31.6 32.8 34.9 i 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. j Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:= ) -W: cos r =Fr, 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' i (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' j Where to Obtain Information *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. j Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:= ) -W: cos r =Fr, 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' i (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' j 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 I Product Approval Restoring Moment due to Gravity Mg . Product Approval Attachment Resistance Mf I Product Approval j Required Moment Resistance M, Calculated j Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated j 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.