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HomeMy WebLinkAboutAPPROVED Roof Info SheetV 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 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 1,2,3,4,5,6.7* Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 Form RooflnfoFeb21 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 Rooflng Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Rev Feb 18, 2021 Scanned With CamScanner ST. LUCIE WORKS Section A (General Information) Master Permit No. Contractors Name: (r Job Address `Jy� S j� f� Process No. ROOF CATEGORY w Slohaltpe 0 Mechanically Fastened Tile E3 Mortar/Adhesive Set Tiles Aspic Shingles D Metal Panel/Shingles Mood Shingles/Shakes 13 Prescriptive BUR-RAS 150 ROOF ROOF TYPE 13 New roof 13 Repair O Maintenance fl Reroofing E3 Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 1/!4_ Steep Sloped Roof Area (SF) Total (SF) ,240-4 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. Scanned with CamScanner 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: Product Approval No.: �%' d�t� 7• �%�_ Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Ozone 1: Zone 2: _Zone 3: Max. Design Pressure, from the specific product approval system: !+' K Deck: Type:_ Gauge Thickness: Slope: R �� Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bondi g Material: tr Insulation Base Layer: ytp Base Insultation Size and Thickness: "M! 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: Top Ply: Top Ply Fastener/Bonding Material: Surfacing: /y 4- Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_.._." oc @ Lap, # Rows— 0 oc Zone 1, "oc@Lap, # Rows —® 'oo Zone 2:.." oc @ Lap, # Rows— 0 "0 Zone 3:_._." oc @ Lap, # Rows— @ . 00 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.. Scanned with CamScanner ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: /f�r Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1:_Zone 2e:one 2n:_Zone 2r:-Zone 3e: Zone 3r: Deck Type: Roof Slope: aym Type Underlent 12 Insulation Fire Barrier: Ridge Ventflation7 Fastener Type & Spacing: Adhesive Type: \ Type Cap Sheet Mean Roof Height: .\Roof Covering: Type & Siza Drip Edge: Scanned with CamSCanner 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 Mr. If the Mr 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 (Zones: A-xX-= Mg:_=Mo_ Product ApprovalMf (Zone 2e: _X)�= Mg:_=M�,_ Product ApprovalMf (Zone 2n: _ x t-= -Mg: _= Ma, _ Product Approval Mr (zone 2r: _X)l_= _j-Mg: M,2r_ Product Approval Mr (Zone 3e: XX-= Mg: _=Mom____,- Product Approval Mr (Zone3r: _XX Mg: _=Mrar_ Product ApprovalMf Method 2 "Simplified Tile Calculations Per Table Below" , Required Moment of Resistance lMA From TabIP Relnw _ P-H t An-n-1 nn, 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 - -- <- 1-11UJI�LJVrr Wun d mt or moment oasea 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. (Zone left. L Method 3 "Uplift Based Tile Calculations Per RAS 12T =x W:=___j -W; cos r =Fn Product Approval F' (Zone 2e: x L =x W:=_-W: cos r =F,2, Product Approval F' (Zone 2n: x L =x W:=_-j -W: cos r =F,2 Product Approval F' (Zone 2r: x L =x W:=_-W: cos r =Fa2 Product Approval F' (Zone 3e: x L =x W:=----) -W: cos r =F,-,� Product Approval F' (Zone 3r: x L =x W: =---j -W: cos r =Fr3r 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 6 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity MQ Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance MQ Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr 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. 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