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Home My WebLink AboutAPPROVED, roofing permit info�Lrs 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 ❑OCUMENTS AS NOTE❑ BELOW: 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 BLUR-RAS 150 A, 8, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete a 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 IR,4,5,6,7 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. 0wners 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: JA TAYLOR, RQ0FING License # CCC 1325895 Job Address 4906 LAKEWOOD PARK DR, FORT PIERCE, FL 34951 ❑ Low Slope gAspha Itic Shingles ❑ New roof ❑ Repair Low Slope Roof Area (SF) 400 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 15C ROOF ROOF TYPE- 0 Maintenance _ ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) 3,300 ❑ Mortar/Adhesive Set Tiles ❑Wood Shingles/Shakes El Reroofing ❑ Recovering Total (SF) 3,700 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: POLYGLASS Product Approval No.: FL#1654.1 Design Wind Pressures, From RAS 128 Or Calculations: Zone V: Zone 1: Zone 2: _Zone 3: Max. Design Pressure, from the specific product approval system: -90 W-209 Deck: Type: PLYWOOD Gauge Thickness: 5/8" Slope: 114"/12 Anchor/Base Sheet & No. df Ply(s): 1 Anchor/Base Sheet Fastener/Bonding Material: ELASTOBASE SELF ADHERED Insulation Base Layer: N/A Base Insultation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: NIA Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): N/A Base Sheet Fastener/Bonding Material: NIA Ply Sheet(s)' & No. of Ply(s): APP SMOOTH TORCH Ply Sheet Fastener/Bonding Material: APP TORCH Top ply: APP GRANULATED WHITE MODIFIED Top Ply Fastener/Bonding Material: APP TORCH APPLIED Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':—" oc @ Lap, # Rows @ "cc Zo n e 1:—___," oc @ Lap, # Rows 0 " oc Zone 2:—" oc @ Lap, # Rows "oc 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 15.. Section ❑ (Steep Slope Roof System) Roof System Manufacturer GWENS CONRING DURATI0N Notice of Acceptance Number: FL#10574A Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): zone 1: -71 Zone 2e:---sQLZone 2n:,2one 2r: -_q? one 3e:- 111_Zone 3r: ❑eck TYpe: I PLYWOOD Type Undeftment PEEL & STICK-OWENS CORNING WEATHER LOCK G FLN777.9 Roof Siape: 5 12 Insulation: Fire Barrier; RidgeVentilabon7 Fastener Type & Spacing: 16. FIELD 14" PERIMETER, 80 FLING SHANK NAILS Adhesive Type: Type Cap Sheet: I Mean Roof -Height: 15' FT Roof Covering: SHINGLES Type & Size Drip 2" x2" Edge: ST. LUCIE ,'ORKS Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mr values are greater than or equal to the M,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 2. _ _)-Mg:_=MU_ Product Approval M. (Zone 2e: _x)L_=-Mg: _=Mry_ Product Approval Mr (Zone 2n: '_x 1_=_)- Mg: _=M,,,_ Product Approval Mr (Zone 2r: _xl_= _)- Mg: _=Mry._ Product Approval Mr (Zone 3e: _X1_= I-Mg:_=1h1q,_ Product Approval for (Zone 3r: _X )`_= --J-Mg:_=Mar- Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below -Product Aooroval Mr_ 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 -iwust 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 =Fn_ Product Approval F' (Zone 2e: x L= x W:=___) -W:_ cos r F,i _ Product Approval F' (Zone 2n:_x L_x W:=_)-W:cos rF¢._ Product Approval F' (Zone 2r: _x L x W:=____) -W: cos r=Far_ Product Approval F' (Zone 3e:_x LxW:=___)-W:_cosr=Fria_ Product Approval F' (Zone 3r. _x LxW:=�-W:cos r=Fra, Product Approval F' Whereto 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 B Job SR. Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mr Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, 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.