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Home My WebLink AboutInspection Docs m ST. L.UCIE WORKS [ o . 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 File CVY 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 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 A, B, D 194,56,7 Concrete or Clay Tile A, B, D, E Metal Roofs A, B, D Wood Shingles and A, B, D t,,2;4,5,6,7 Shakes Other As Applicable 11;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 Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 ST. LUCIE WORKS REVIEWED FOR CODE COMPLIANCE Section A (General Information)ST. LUCIE COUNTY Master Permit No. Q i` 0 — � Process No. OCC Contractors Name: 0W%9C1- MO O 1�`�C� License# ® � Job Address 1 I I-a_- cTwx��4 v-st- 3`1r 0cr 3 ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles t1A}et3('anel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE- ❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑Recovering -ROOF SYSTEM INFORMATION ' S Lo Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B(Roof Plan) Sketch Roof Plan: Illustra a all levels and ections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of secti ns and levels,cle rly identify dimensions of elevated pressure zones and location of parapets. r St. LUCIE WORKS Section C(L Slope Roof) Surfacing: Fill in specific roo ssembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—" oc @ Lap,#Rows ®' '0 (If a component is not u d,identify as"NA") Zone 1:—" oc @ Lap,#Rows ® moo System Manufacturer: Zone 2:—" oc @ Lap,#Rows ® 0 Zone 3:`" oc @ Lap,#Rows ®. ° Product Approval No.: Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128\Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1':—Zone 1: Zone 2: Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from the specit approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping, Etc., Deck: Indicate: Mean Roof Height, Parape eight, Height of Base Type: Flashing,Component Material, terial'Thickness, Fastener Type,Fastener Spacing or Su it Manufacturers Details that Gauge Thickness: Comply with RAS 111 a 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 Ma rial: Mean Base Sheet(s)&No.ofIng Roof Base Sheet Fastener/Berial: Height Ply Sheet/Faster/Bonding ly(s): Ply Sheet Material: Top Ply: Top Ply Fastener/Bonding Material: • ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Type: Type.Uhded4ment: p" S Roof Siope: �? insulation: Fire Barrier: RidggVent'ilatian? Fastener Type&Spacing: &�, � Adhesive Type: Type Cap Sheet Mean Roof Height: Roof-Coverings Type&Size Drip -� Edge: — 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 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 \ofResistan XX Product Approval M xk = _y-[ _. Product ApprX x� = _)=AAJC =M Product Appr xX = _)-Mg: =M Product Appr x`.� _ �:--Mg: =M.. Product App X -W. ^Mrs Product ApprMethod 2"Simplified Tile Calculations Per Table Below Required Mtan (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 40' 2:12 .4 36.5 38.2 39.7 42.2 3:12 32. 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 2 .4 30.5 32.4 7:12 24.4 5.9 7.1 28.2 30.0 *Must be used in conjunction with a list of moment ased tiles tems • For Uplift based tile systems use Method 3. Compar the v es 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 th ..e attachment method is acceptable. Method 3"Uplift B e Tile Calculations Per RAS 12T (Zone 1: x L =x W:= ) -W: s r =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Frze Product Approval F' (Zone 2n: x L =x W:= )-W: cos r Frzn Product Approval F' (Zone 2r: x L =x W:= )-W• cos r =Fr Product Approval F' (Zone 3e: x L =x W:= ) cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= W: cos r =Fr3r Product Approval F' Where to Obtain Information Y Description Symbol Where to find P Design Pressure Zones 1,2e,2n,2r,3e,3r From applicable table in 4S 127 or by an engineering analysis prepared by PE based on AS 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multipli r a Product Approval Restoring Moment ue to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required M9rftent Resistance Mg Calculated -Min imu 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.