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Home My WebLink AboutAPPROVED, AYLSWORTH HOUSE roof info(1)URINE VT n�. 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 153 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 I 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 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 Appiication 6. Owners Notification for Roofing Considerations (Reroofing only) 7, Any Required Roof Testing/Ca Iculation Documentation Form RooflnfoFeb21 Rev Feb 18, 2021 ST. LUCIE `,101 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 1': Zone 1: Zone 2: _Zone 3: Max. Design Pressure, from the specific product approval system: W-82 -90 Deck: Type: PLYWOOD Gauge Thickness: 518" Slope: 0/12 Anchor/Base Sheet & No. of Ply(s): 1 Anchor/Base Sheet Fastener/Bonding Material: SCREWS AND PLATES Insulation Base Layer: N/A Base Insultation Size and Thickness: TAPERED 1/8" Base Insulation Fastener/Bonding Material: SCREWS AND PLATES Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: SCREWS AND PLATES Base Sheet(s) & No. of Ply(s): 1 PLY Base Sheet Fastener/Bonding Material: SCREWS AND PLATES Ply Sheet(s)' & No. of Ply(s): 1 Ply Sheet Fastener/Bonding Material: APPTORCH Top Ply: 1 APP TORCH Top Ply Fastener/Bonding Material: APP TORCH Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_" oc @ Lap, # Rows— ® _" ao Zone 1:—" oc @ Lap, # Rows — ® —"no 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.. ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof system Manufacturer: JA TAYLOR ROOFING 5V CRIMP Notice of Acceptance Number: FL#17443.1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or calculations): Zone 1: -57 Zone 2e:-57 Zone 2n:-21 Zone 2r: -91 one 3er91 Zone 3r:-128 Deck Type: PLYWOOD' Type Lkldedayment 2 PLYAPOC 30# FELT UNDERLAYMENT NOA#18-1109.03 Roof Slope: 5 : 12 Insulation: Fire Barrier: - Ridge VeMiletion7 Feelener Type &Spaohtg: 6'FIELD14" PERIMETER, 8D RING SHhNKNAILS Adhesive Type: Type Cap Sheet Mean Roof Height: 15 FT ' Roof Covedng: METAL Type & Sim Drip c.1..a ST. 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 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)L = _ I-W-=Md_ Product Approval (Zone 2e: _xl_= _)- Mg: _=Mrz _ Product ApprovalM (Zone 2n: -_xl_= _)-Mg:_=M®,_ Product ApprovalM (Zone 2r: _xl_=- Mg: _=Mry_ Product Approval Mr (Zone 3e: -x)L_= -M6-=Mis,_ Product Approval Ml (Zone 3r. _x)_= _)-Ml 111a_ Prod uct Approve l Mr Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below. Product Approval 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 '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 "values are greater than or equal to the F,values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RA512T (Zone 1: x L x W:=) -W: cos r= Fn Product Approval F' (Zone 2e:x L=x W:=-W:cos r=Fa• Product Approval F' (Zone 2n:_xl=xW:=____)-W:cos r=F,zo Product Approval F' (Zone 2r: x L_ac W:=-W:cos r F,zr Product Approval F' (Zone 3e: xL =ac W:=____) -W:_ cos r Fra Product Approval F' (Zone 3r: x L =x W:= -W: Cos r =For_ 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 B Job Site Aerodynamic Multiplier a ProduRApproval Restoring Moment due to Gravity Mr Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Me Calculated Minimum Attachmen[Resistance P Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tlle Dimensions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.