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Home My WebLink Aboutroof info 7505 fort walton ave.-Z. LL! cLL -!$ 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 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A, 8, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1921,4,5,15,7 Wood Shingles and A, B, D 1A.4,5,6,7 Shakes Other As Applicable 1,2,314,5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory listing Page i 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 appllcable, RAS 127 or RAS lib 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 Farm RoofinfoFeb21 Rev Feb 19, 2021 Section A (General Information) Master Permit No. Process No. Contractors Name: J;'V'C*UN' GZG44. ✓aoft`Ili ticense# GG l G_41 Job Address %60S 350r'I" S_d014'QN PO4L ❑ low Slope ❑ Asphaltic Shingles ❑ New roof ❑ Repair Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ Maintenance 'Reroofing ❑Recovering . ROOF SYSTEM INFORMATION Steep Sloped Roof Area [SF) _ Total (SF) /. saki 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. 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 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: Gauge Thickness: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_," oc @ Lap, ft Rows_ O _' oo Zone 1:_." oc @ Lap, tl Rows _ O oc " Zone 2—" oc @ Lap, ft Rows _ O _' oc Zone 3:_." oc @ Lap, R Rows— O _ 00 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, Slope: Anchor/Base Sheet & No. df Ply(s): i 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: Section D (Steep Slope Roof System) Roof System Manufacturer: -- I Kh Notice of Acceptance Number: i 4- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Cal Zone 1:G'7Zone 2e:_Zone 2n:_Zone 2r: Deck Type: I jJjq W oko Rcof Slope: Type Under*ment jJa e l Insulation: Fire Barrier: Ridge Ventilation? Fastener Type & Spa Adhesive Type: I Mean Roof Height: Type Cap 3e: 9V Zone 3r:^ 9N v^ / Roof Co eEng IELa, S \ Typ 3 & Size Drip Ed R-"r e s Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Comp are greater than or equal to the M,values, for each area of the roof, Method 1'Moment Based Tile Ca (Zone a _x� ;I —' a Mg: AIM (Zone 2e: _x _ _ �) - Mg. Mas (Zone2n: _x11.--)_Mg: _=Mm, (Zone2n. _—x)L_=--)_Mg: _=M,,r (Zone 3e: _ x )L, = _) _ Mg: _ = M,y (Zone 3r: —xx_,= ��-Mg:—=Mra Method 2 "Simplified Tile Calculati Required Moment of Resistance (Mr) From Table Below_ Prod _ _ M, required Moment Resistant Mean Roof Height Roof Slope 15' 1 20' 2:12 i— 2 34.4 1 36.5. 38 3:12 32.2__ 34.4 -T.. _ 36 - —4:12 -- _ - 31 — 32.2 _ 1 33 -_ 5:12 _ 28-4 . — 1 30. _ _ 31 6:12 Z6.4_ _ _29.0 _ _ 29. _ 7:12 7- 24.4 25.9 27. 'Must be used in conjunction with a list of moment based Vie systems • For Uplift based the systems use Method 3. Compare the values for F equal to the F, values, for each area of the roof, then the tile attachm (Zone 1: _x L= x W:= Method 3 "Uplift Based Tile calcul —)-W:_cos r_ fn (Zone 2e: x L= x W:= ) -W:_ cos r_ F,z, (Zone 2m g L= x W-= ---W:_ cos r— F 3erm (Zone : x L_ x W:= (Zone 3e: _x L__ x W:- -) -W;_ cos r= F,z, �) -W:__ cos r_ F, (Zone 3r: x L_=x W:=_) -W' cos r =F,3, Where to Obtain Informatia _ Description_ _ _Symbol - Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r From appil Mean Roof Height --- --- -- H Prepared b --- — - - — — — 1 Roof Slope -- -- Job site - _ --- Aerodynamic Multiplier 9 -- Job Site -- - k Restoring Moment due to Gravity - I Product Ap Attachment Resistance Product Apr - Required Moment Resistance Mr _ _ Product Ap - I Minimum Attachment Resistance M. _ F• ICalculated — -- Required Uplift Resistance --_ -- Product App — Average Tile Weight _ F.— -W -- Calculated — Tile Dimensions __ __ L = length W = width Product App Product App All calculations _ must be submitted to the building official at the time of permit appii e the values for M, with the values from Mr. If the M, values then the tile attachment method is acceptable. culations Per RAS 12T _ ProductApprovalM Product Approval Mr Product Approval Mr Product Approval MI Product Approval M, Product Approval Mi )ns Per Table Below" et Approval Mi z 39.7 _ 42.2 1 - 39.8 _3_7.4 _ 35.1 _ 37.3 - 32.8_ ! 34.9 30.5 ! 32.4 -� -- _28.2 30.0_. with the values for F, If the F' values are greater than or it method is acceptable. Lions Per RAS 12T Product Approval F' Product Approval F' Product Approval F'_ Product Approval F Product Approval F' Product Approval F' Wheretofind ible table In RAS 127 or by an engineering analysis PE based on ASCE 7