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HomeMy WebLinkAboutAPPROVED Roofing Information Sheet.n Ta LUCIE WORKS 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: Roof System Required Sections of the permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1.2,3,4.U.7 . Prescriptive BUR-RAS 15Q A,B C 2,4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A B D F Metal Roofs A,B.D Wood Shingles and Shakes A.B,D t,2.4,5.6.7 Other As Applicable IA3,4,5.6,7 ATTACHMENTS RE011114Fn AS AnnlirnklQl- 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 4 Te LUCIE WORKS Section A (General Information). Master Permit No. Process No. Contractors Name: License # CULD c�2� SS�U Job Address ' A LI TA'%A1?d, 0 _ n ROOF CATEGORY Q Low Slope Mechanically Fastened Tile D Mortar/Adhesive Set Tiles D'Asphaltic Shingles 0 Metal Panel/Shingles ❑Wood Shingles/Shakes Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof 0 Repair ❑ Maintenance ercofing ❑ Recovering -ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) _�� Total (SF) Section 9 (Roof Plan) T. LUCIE WORKS Sectia C (Low Slope Roof) Fill in spe Ic .of assembly components and identify manufacture (if a compon\-notsed, identify as "NA") System Man Product Approval No.: Design Wind Pressures, From \specifi lculations: Zone 1': Zone 1: Ze 3: Max. Design Pressure, from tduct 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 terial: Base Sheet(s) & No, of Base Sheet Fastener/R Ply Sheet(s)' & No. Ply -Sheet Fasten , ;Top Ply: Material. Material: Top Ply astener/Bonding Material- : Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Zone V.,_._." oc @ Lap, ## Rows @ i Zone 1:_. - I' oc @ Lap, # Rows @ Is ac Zone 2:.`." oc @ Lap, # Rows moo Zone 3:—" oc @ Lap, # Rows "W } Number of Fasteners Per Insula n Bvard: i Zone 1':_Zone 1: Zone 2:_ Zone 3: Illustrate Components oted and Details as Applicable: Woodblocking, G er, Edge Termination, Stripping, Flashing, Conti ous peat, Cant Strip, Base Flashing, Counterflashi ' , Coping, Etc — Indicate: an Roof Height, Parapet Height, Height of Base Flashing omponent Material, Material' Thickness, Fastener Type, astenerSpacing or Submit Manufacturers Details that Co ply with RAS 111 and Chapter 16.. FT. Parapet Height FT. Mean f Roof Height ` i : i'. 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 Ze:----Zone 2n:-Zone 2r: one 3e: one 3r: De* Type. Type Underlayment -51opw. _1 2 Insulation: Fire Barrier: RldgeVe on?- Fastener Type & Spaeng: Adhesive Type: Type Cap Sheet Mean Roof Height: RoofCovering Type & Size ©rip Edge: i ST. LUCIE WORKS 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 k = _�. , Mg. = Md _ Product Approval Mi [zone 2e: x a Mg: ' M,� Product Approval Mf (Zone 2n: X�. » .�"M$:._._.�M,�, Product Approval M€ {Zone 2r: x �, - _ j _ Mg: = M� Product Approval Mf {Zone 3e: x 7l = __J _. Mg; = M,3, Product Approval M€ [Zone3r: x� _---J--Mg; =Mr& Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below ISM Product Approval Mf�.� Mr required Moment Resistance* Mean Roof Height Roof Slope 15, 20' 25' 30, 40' 2:12 $4.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 4:12 30.4 32.2 33.8 35.1 37.3 5:12 8.4 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,=97t 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems • F'or 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:=lj W: cos r =Fn 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 =Fru„ Product Approval F' (Zone 2r x L ' =x W:=�_j -W: cos r =Frzr Product Approval F' (Zone 3e: x L =x W:=____j _W: cos r =Fria Product Approval F' (Zone 3r: x L =x W:=� _W; cos r =Fr3r Product Approval F'