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Home My WebLink About6804.roofing.sheet Co��A��° � ST. LUC! L' L L l: L L 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: Required Sections of Attachments Required Roof System the Permit Application i See List Below Form 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 60 1,2,415,6,7 Co Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,.%4,5,6,7 Wood Shingles and A,B,D 1,2,4,5.6.7 Shakes Other As Applicable 193,4,5,6.7 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 Section A (General Information) Master Permit No. Process No. /1 `5 \�c�`v� r� License# l� C 1 . � \' f Contractors Name: L.e� (mil_ Job Address 6? I&A 1J Gn j 0 1 cn f�-"e' ROOF CATEGORY ❑L w Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles Sphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 R �U�,7 ROOF ROOF TYPE. ` ❑ New roof ❑ Repair ❑ Maintenance '?�Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) f>— 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 loc tion of parapets. I i I � l I SKETCH REPORT rE4WW,: ROOFING Project Name:Project ftom 02/22/21 1915 Dr. MLK Jr Blvd.Suite 105 Melbourne; FL 32901 Customer Name: Phone#-407-410-1800 Customer Address:6804 Pandora Ave Fort Pierce FI 34951 Customer Phone#: Contact-Lewis Roofing Customer Phone#: Email IewisroofingflC�yahoo.com Date:3/26/2021 OVERVIEW MEASUREMENTS 28-1" 17'11" 33'10" 2-1-�2-6" 20'r 14'0" 79'10" 4'1" 19'3" 82'10" SQUARES LINE MEASUREMENTS Actual Squares: 32.91 Sqs. Eaves: 162 Ft. Total Squares Rakes: 80 Ft. (Inc. Waste at 10%): 36.20 Sqs. Ridges: 83 Ft. Hips: 0 Ft. Valleys: 0 Ft. Step: 0 Ft. Wall: 0 Ft. Pitch Change: 0 Ft. PITCH MEASUREMENTS CATEGORY MEASUREMENTS Pitch 4112: 32.91 Sqs. Ice& Water Shield: 0 Ft. Ridge Vent: 79 Ft. Rake Edge: 80 Ft. Eave Edge: 162 Ft. Step Flashing: 0 Ft. Apron Flashing: 0 Ft. Gutters: 0 Ft. Gutter Toppers: 0 Ft. Down Spouts: 0 Ft. Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':_." oc @ Lap,#Rows_® "0 (If a component is not used,identify as"NA") Zone 1:_....." oc @ Lap,#Rows ® "c ' System Manufacturer: Zone 2:_" oc @ Lap,#Rows ® "o Zone 3:_"oc @ Lap,#Rows_@ "oc Product Approval No.. Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2 Zone 3: Zone 1':_Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterf lashing,Coping,Etc., Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: Flashing,Component Material, Material'Thickness, Fastener Gauge Thickness: Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16:. Slope: Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding Material: Mean Base Sheet(s)& No.of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'&No,of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: ST. LUCAL Section D (Steep Slope Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pres res,If Applicable(From RAS 127 or Calculations): l (��•d Pf Zone 1: Zone 2e: Zone 2n:_Zone 2r: one 3e:_7one 3r: Deck Type: Type Undedaymeni; Roof Slope: 2 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: p� Adhesive Type: Type Cap Sheet Mean RocfHeight: Roof Covering: �,;,}i�S _ �iGS ��(G �ZCA Type&Size Drip ` Edge: ST. LUCIE Section E(Tile Calculations) For Moment based tile 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 Mr 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 _ _�_Mg: _W Product Approval Mi (Zone 2e: x X__,__ _�-Mg: =Mrz, Product Approval Mf (Zone 2n: x 1 = Mg: =Ma, Product Approval Mr (Zone 2r: x) = )-Mg: =Mr& Product Approval Mf (Zone 3e: x _ M9, _Mr,,;a Product Approval Mf (Zone 3r: x A _ ____)-Mg: =Mr& Product Approval Mf 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 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 tile 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 F' (Zone 2n: x L =x W:= )-W: cos r =Fr2r, 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 F' (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 9 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Me 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.