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APPROVED, roof info 190 se solaz st
T. LUCK , 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 1-4211 T► Roof System Low Slope Application Prescriptive BUR-RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes other Required Sections of the Permit Application Form A, B, C A, B, C A, B, D Attachments Required See List Below 1 ,2,3,4AS,7 . _ 2,4,5,6,7 _.. 1,2,$,4,5,6,7 1,2A4 6, ,7 1-2,4,5 5.7 - As Applicable A, B, D, E A, B, D A B D ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description E Specific System Limitations i 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 Section A (General Information) Master Permit No. Process No. Contractors Name: i License # CRS 1 ne,%r 6 3 JobAddres 9d ,5a1 HOOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tikes GAsphaltic Shingles N Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RA5 1.50 ROOF ROOF TYPE. ❑ New roof © Repair ❑ Maintenance iQ Reroofing ❑ Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) P 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. BIS Lif�1 A ST, LUCIE _`,y, fi� 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.: 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: Deck: Type: Gauge Thickness: Slope: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation Size and Thickness: 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: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_" oc @ Lap, # Rows— 0 —° w ' Zone 1:—" oc @ Lap, # Rows _ ® _" 00 Zone 2:_" oc @ Lap, # Rows _ 0 —" 0c Zone 3:—." oc @ Lap, # Rows— 6 — 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.. IF I FT. i Parapet Height FT.� Mean Roof Height Of"100 LUCIE Section D (Steep Slope Roof System) Roof System Manufacturer.I) i on C&C - Notice of Acceptance Number: Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): Zone 1% 01 Zone 2e-.2-�&Zone 2n: 110 Zone 2r::O-4 Zone 3e:110 Zone 3r: Deck Type, Type. Undedaymen Roof Slope'. t 12 Insulaflon: Fire Barrier: RidgeVeWalon? Fastener Type & Spac!ng: ISCICS.Mac tvk,4 111' Adhesive Ty pe: L Type Cap Sheet. Mean Roof` Height: .1 5kbci 4 Roof Coveting. Type & Sim Drip br; Edge., ai� 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 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 (Zones: -xk.-= (Zone2e: _x1.-= (Zone2n: -x3._- (Zone2r. -x)6_.= (Zone3e: _X)L-= (Zone3r: -xX-= - J-Mgr_=Ms•_.. Product Approval Mi Product Approval Mf Product Approval Mr Product Approval Mf Product Approval Mf Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf r required Moment Resistance* f e I Mean Roof Height Roof Slope _ -15'r 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 _.. Ir - 4:12 _ 30.4 32.2 I'._ 33.8 35.1 37.3 5:12 - -- 6:12 28.4 26.4 30.1 31.6 _ 28.0 29.4 32.8 30.5 34.9 -32:� _. 7:12 24,4 25.9 2711 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:=) -W:_ cos r Fri_ Product Approval F' (Zone 2e: x L= x W:=) -W: cos r Fne_ Product Approval F'. (Zone 2n: _x L= x W:=) -W:_ cos r Fa"_ Product Approval F', (Zone 2r: _x L=x W:=) -W: cos r =Frzr_ 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' Description Where to Obtain Information r. _. _. Where to find Symbol Design Pressure Zones 1, 2e, 2n, 2r, 3e, From applicable table in RAS 127 or by an engineering 3r prepared by PE based on ASCE 7 analysis Mean Roof Height H job Site Slope B _. _ job Site ~Roof t Aerodynamic Multiplier due to Gravity a Mr Product Approval _ -rProduct Approval Restoring Moment Approval Attachment Resistance Mr Product Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance _ F, Calculated Average Tile Weight W Product Approval 'Tile Dimensions ... : -. -:_-.� L = length W = width Product Approval �� aL.. ♦Iw... �f r.e�mif anni���:nn _ All calculations must be submlRe9 w tuc uuuu:::e a,: uua: au .�:_ .::::. ..: p,..: