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HomeMy WebLinkAboutInstruction Page Section A & D�.-.f ST. LUCIE WORKS 107 AE'CENgD V�� ® zozz ST LUCIE COU TY°ROOFI T MATION SHEET FEB 14 'CODE, CCU �►1 �? St. cu aPa g lZ� n t. �urlryy Florj�a BuiiI�Irt9'ZOFCY1NK o7i (2 20 ��mittlnn. Based on Section 152ot a foorida 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 12;34;567 Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B,' D 12 4,5;6,7. Concrete or Clay Tile Metal Roofs A, B, D 1,234,5,67 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 Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7, Any Required Roof Test! ng/Calculation Documentation Form RooflnfoFeb21. Rev Feb 18, 2021 ST. LUCIEWORKS Section A (General Information) Master Permit No. Process No. Contractors Name: 3 l R o�- f n u4 License # C C c 13 -J 204 0 Job Address —73 1 Ga /W vs � c W e-11 Po A Scci a--c L_0 CF 'e' J F L 3 W,91s, (o ROOF CATEGORY 0 Low Slope 0 Mechanically Fastened Tile XMortar/Adhesive Set Tiles DAsphaltic Shingles ❑ Metal Panel/Shingles Mood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF ROOF TYPE. New roof 0 Repair 0 Maintenance Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 14 3 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. e Quick Measu re Roof Reports in Under an Hour A N 0 Contents Overview 1 Top View 2 Side Views 3 Lengths 4 Pitches 5 Areas 6 Summary 7 Materials 8 7316 Mystic Way, Port St. Lucie, FL 34986 November 1, 2021 Prepared For: JT Roofing Inc 4 0 Measurements Roof Area 4,399 sq ff Roof Facets 14 Predominant Pitch 6 / 12 Ridges/Hips 225 ff Valleys 44 ff Rakes 50 ff - Eaves 295 ff Bends 0 ff n QuickMeasure Roof Reports in Under an Hour, Top View Prepared For: JT Roofing Inc © 7316 Mystic Way, Port St, Lucie, FL 34986 �ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: Notice of Acceptance Number: dVo Z1- o--112.0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): �� Zone 1: � [Zone 2e ! Zone 2n: Zone 2r: �7` ._Zone 3e: r -� -Zone 3r: Deck Type: Type Underlayment t O Roof Slope: CP 12 Insulation C Fire Barrier: ca RidgeMe I ation? Fastener Type Spacing: N Adhesive Type.• Cp `dot A�k— l60 Type Cap Sheet A --�-,� Mean RoofHeight: �� � Roof Covering: Type & Sim Drip 3 B' ® Edge: , ST. LUCK Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. 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: x 2 = _3 _ Mg; = M11 Product Approval M! (Zone 2e: x _ - Mg: = Mft Product Approval Mf (Zone 2n: x Jl _ _� -Mg: = Mom, Product Approval Mf (Zone 2r: x 1L = _ j - Mg: = Me& Product Approval Mf (Zone 3e: x _ =.Mrae Product Approval Mf (Zone 3r: Product Approval Mf Method 2 "Simplified Tile�jalculations Per Table Below" Required Moment of Resistance (Mr) From Table Below2 ' Product Approval M t • �� 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 1 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 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 =____j -W: cos r =Fri Product Approval F' (Zone 2e: x L =x W =___j -W: cos r =Foe Product Approval F' (Zone 2n: x L =x W = ) -W: cos r =Fr2n Product Approval F' (Zone 2r: x L =x W:=__j -W: cos r =Fr2r Product Approval F (Zone 3e: x L =x W ) -W: cos r =Frae 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 8 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.