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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET'%V. wu C � L� �'�% 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 11213,4,5,6,7 Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D 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 A, B, D 1,2,4,5,6,7 1,2,3,4,5,6,7 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 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: Crowther Roofing &Sheet Metal of FL License n CCC039822 Job Address 7380 South Ocean DR. Jensen Beach FL. 34957 ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile 0 Mortar/Adhesive Set Tiles 13 Asphaltic Shingles \Qf Metal Panel/Shingles 13VVoodShingles/Shakes � New roof O Repair Low Slope Roof Area (SF) O Prescriptive BUR-RAS 150 ROOF ROOF TYPE ❑ Maintenance eReroofing . ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) 550 � Recovering Total (SF) 550 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. S1 LUCIE WORKS Section C (Low Slope Roof) N/A Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Product Approval 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: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_.." oc @ Lap, # Rows— ®_ 00 Zone 1:." oc @ Lap, # Rows— ® — oo Zone 2: ." oc @ Lap, # Rows. ®; oo Zone 3:—" oc @ Lap, # Rows— @ — oo 0 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 16.1 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 Size and Thickness: FT. Top Insulation Fastener/Bonding Material: Mean Base Sheet(s) & No. of Ply(s): Roof Base Sheet Fastener/Bonding 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: Peterson Aluminum Corporation Notice of Acceptance Number: 19-1028.15 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1:_Zone 2e:.Zone 2n:_Zone 2r:—Zone 3e:.Zone 3r: Roof is defined as Nominal wall componets Zone 4 +53.3 / -53.3 PSF and Zone 5 +53.3 / 97.7 PSF per engineering Deck Type: Type Roof Slope: Underiayment: 301b felt Fasten per snap clad NOA 2a 12 insulation: No Insulation Install Boral Tile Seal self adheared back nail laps NOA 18-502.03 Fire Barrier: GAF Versashield slip sheet Rid a Ventilation? Fastener Type & Spacing: back nail laps 12" Coping cap fasten as per engineering Adhesive Type: Ty. pe Cap Sheet ' Mean Roof Height: 96 feet Roof Covering: oa 19 n snap ad 032 - 18" panel 1.75" seam Type & Size Drip $" Facia Flashing fasten =Ann• as per engineering 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 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 one 1: -x &-= (Zone 2e: :_x %�= (Zone 2n: :x 2.-= Zone 2r: �xx6 = Zone 3e: _x26-= Zone 3r: _xx-= -=Md- _) M9: - = Mrm- -Mg;-=M�- ProductApproval MI ProductApproval M• ProductApproval Mf ProductApproval Mf. Product Approval Mf Product Approval Mr Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M• Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 4W 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 1 25.9 1 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:=____j -W: cos r =Fa 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 0 Job Site Aerodynamic Multiplier a ProductApproval Restoring Moment due to Gravity Ma ProductApproval Attachment Resistance Mf ProductApproval Required Moment Resistance ma Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W ProductApproval Tile Dimensions L= length W = width Product Approval All calculations must be submitted to the building official at the time of permit application.