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Home My WebLink AboutInstruction Page Section A & Db ` La, File it 41F' co l ��, z�T'LU IE WORKS � CODE COMPLIANCE ST LUCIE COAT) , RO1'd N&APIVIVT MATION SHEET RECEIVED ®CC all Z2 FEB 14 2022 Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code - Building St. Lucle County Permitting 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 12;34;567 Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1.;24;56;7 Concrete or Clay Tile A, ,_D, E�� 1;234,5;6 Metal Roofs A, B, D 12,34,5fi7' Wood Shingles and Shakes A, B, D Other As Applicable t234,56;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 G. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18, 2021 T. LU I E WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: 3T a n t vi�, Y. a License # CC C ) 3 Rt, LA Job Address-' l LA /V1 1f -s 'iC_ W G ► / I t�a�-A S"L lax ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles ❑Asphaltic Shingles ❑ Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ; ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance /Reroofing ❑ Recovering ROOF SYSTEM INFORMATION 1 Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Z1 10 2 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. QuickMeasure Roof Reports in Under an Hour A N ' r � 7314 Mystic Way, Port St. Lucie, FL 34986 November 9, 2021 Prepared For: JT Roofing Inc a Contents Measurements Overview 1 Roof Area Top View 2 Roof Facets Side Views 3 Predominant Pitch Lengths 4 Ridges/Hips Pitches 5 Valleys Areas 6 Rakes Summary 7 Eaves Materials 8 Bends 4,102 sq ft 9 6/12 146 ft 25 ft 104 ft 218 ft 0 ft QuickMeasure Top View Roof Reports in Under an Hour Prepared For: JT Roofing Inc © 7314 Mystic Way, Port St. Lucie, FL 34986 ST:- LUC I E WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: �- J+ � ` Notice of Acceptance Number: k,XA, k 9(.22 (- 0-1%2 . p 2, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1:�Zone 2e` N Zone 2n: Zone 2r r-� Zone 3e:- 2 q-Zone 3r: `%Lj De Type:. 15A Type Undeftnient: ' S ! T 5 1109f Slope: l0 : 12 ` Insubtl6% F Fire Barrier: A Ritlge;Veltilation?, \Fmten &Spacing: ,, e Type: �� e.� : A, lA _ 0 eCapSheet:Mean- Roof° Height:• 1L Roof.Coveririg q 6t) Type & Size Drip 3 2(9 Edger. 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 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 (Zone 1: x2 M `•_ ,M Product Approval M! (Zone 2e: -z x - -= - _j,-`Mg' M� Product Approval Mf (Zone 2n. x - .= Product Approval Mf (Zone 2r: x k _ -- = Mg:, - & ; Product Approval Mf ( Zone 3e: x = _� --N19 M _ Product Approval Mf (Zone 3r:Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below�Product Approval Mf :.5��,! - 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 F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:=___) -W: cos r =Fri Product Approval F' (Zone 2e: x L =x W:= ) -W: cos r =Fr2e Product Approval V. (Zone 2n: x L =x W ) -W: cos r =Fr2n Product Approval F'. (Zone 2r: x L =x W:= ) -W: cos r =Fr2r Product Approval F'. (Zone 3e: x L =x W:= ) -W: cos r =Fr3e Product Approval V. (Zone 3r: x L =x W:= ) -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 Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg 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.