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Home My WebLink AboutAPPROVED Roofing Permit Information SheetL�:,'� LULLL 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 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,43,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 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, 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. Campany Roof Maintenance Roofing Division. t.LC CCC 1330613 Contractors Name: License # Job Address 4310 N Al A, Fort Pierce, FL 32949 ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles Mood Shingles/Shakes x Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 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. Client Information: Customer Information: Commercial Onoof Report Czmipany Roof Maintenance F'I1: 56:1-i-16 3-6')5(i Order Number:1000029330 I nr:;il: d inielloxonti rc carnpanyroofing.cu�ili Tuesday, November 17, 2020 Length Plan Detached Building 1 1' 3 16 . '� 14'. 3' co ' pQ °'�;", Ln . 33' 7" ED ' cod.cP 3 33. 25' I` CN CN N �1 S 11' 3 in S' rr, SS S' S- Detached Building 2 Legend Eaves = 861ft Rakes =167ft Ridges = 312ft Hips - 112ft Valleys =31 ft Apron Flashing= 501 Step Flashing=104 Parapet Length 37.8ft - - - - - - - - - - - - - ----- ---- -- - - - - T6 ) R a g e F1 Powered by Aerial Estimation (www.aerialestimation.com) EF21r�L iiewlntorrnation: Cwtomerinformation: Corro�'"aercial Roof Rl�.Co r + atnpany Roof Maintenance 4310 N Hwy AIA., Fort Pierce, -L 34949 Order Number: November 17, 2020 ntaiil::!aniteilr.canti(�campanyroofing.conl Tuesday, November 17, 2020 Property Photos Ky East Side View West Side View 51 Powered by Aerial Estimation ( ww aer'alestimat on.ccml ?L r`h,� 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: Johns Manville Product Approval No.: FL 16758-R18 Design Wind Pressures, From RAS 128 Or Calculations Zone V: Zone 1: Zone Z: Zone 3: Max. Design Pressure, from the specific product approval system: -247.5 Deck: Type: Concrete Gauge Thickness: Slope: 0:12 Anchor/Base Sheet & No. df Ply(s); ASTM D41 Anchor/Base Sheet Fastener/Bonding Material: Primer Insulation Base Layer: 1/4" Poly ISO Base Insultation Size and Thickness: 4X4, 1/4" Base Insulation Fastener/Bonding Material: JM Roof system Urethane Adhesive (RSUA) Top Insulation Layer: 112" high Density Wood Fiberboard Top Insulation Size and Thickness: 4X4, 1/2" Top Insulation Fastener/Bonding Material: JM Roof system Urethane Adhesive (RSUA) Base Sheet(s) & No. of Ply(s): DynaWeld Cap (1) Ply Base Sheet Fastener/Bonding Material: Torch Applied Ply Sheet(s)' & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: JM 80 Mil PVC Membrane Top Ply Fastener/Bonding Material: JM Two Part UTA (Urethane Insulation Adhesive) Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone I'--" oc @ Lap, # Rows— 0 " ac Zone 1• " oc @ Lap, # Rows ® "o Zone 2• " oc @ Lap, # Rows @ "o Zone3-- " oc @Lap, # Rows— @ —" ac Number of Fasteners Per Insulation Board: Zone I': -NIA Zone 1: NIA Zone 2: NIA Zone 3: NIA Illustrate Components Noted and Details as Applicable: Woodb[ocking, 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.. JM 80 Mil PVC Membrane 1/4" High Density Wood Fiberboai 114" Poly ISO DynaWeld Cap (1) PIS FT. 4' Parapet Height FT. 140' Mean Roof Height 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 Underiayment: Roof Slope: 12 Insulation: \ae Ridge Ventilation? pacing: pe: p Sheet Mean Roof Height:f Covering: Type & Size Drip Edge: S1 LUCIE WORKS Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mf 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]L-= (Zone 2e: - x 2,_= (Zone 2n:-x)L-= (Zone 2r: -xb-= (Zone 3e: -x1.-= (Zone 3r: Ib-= .-)M�•- J �-M9�-=Me.- Product Approval M� Product Approval M, Product Approval Mf Product Approval Mf Product Approval Mf Product Approval M. 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' 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 1 24.4 25.9 1 27.1 28.2 1 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 (Zone 2e: x L_=x W _) -W: cos r =Fr2e_ (Zone 2n: x L_=x W:= ) -W: cos r =F,2n_ (Zone 2r: x L_=x W:=) -W: cos r =F,2r_ (Zone 3e: x L_=x W:= 1-W: cos r =F,a•_ (Zone 3r: x L= x W:= ) -W: cos r =Fr3r_ Product Approval r Product Approval F'. Product Approval F'. Product Approval F. Product Approval F'. 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 Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions L=length W=width ProductApproval All calculations must be submitted to the building official at the time of permit application.