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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET R ST. LUCIE WORKS ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Cade 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 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, ❑ Concrete or Clay Tile A, B, D,E 1,2,3,4,5,6,7 i Metal Roofs A, B, D I Wood Shingles and A, B, ❑ 1,2,4,5,6,7 Shakes Other As Applicable 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 Test!ng/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 ST. LUCIE ' RKS 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_a—W (If a component is not used,identify as"NA") Zone 1:_"oc @Lap,#Rows-a_ao System Manufacturer: Zone 2:_"oc @ Lap,#Rows-a_oo Product Approval No.: Zone 3:_"oc@ Lap,#Rows_@-W 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, Counterflashing,Coping,Etc.. Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: Flashing,Component Material,Material'Thickness,Fastener Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: 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: Mqp ai. LUCIE WORKS Section D (Steep Slope Roof System) Roof System manufacturer: JA TAYLCR ROOFING 5V CR)MP Notice of Acceptance Number:FL#17443.1 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1:-54 zone 2e: -74 Zone 2n: Zone 2r: -7 one 3e•74 Zone 3r: Deck Type: PLYWOOD Type Underlayment: PEEL&57IOK-DVrlr=NS CORNING POLYGLASS NITS FL115259-1 Roof Slope: 5 12 Insulation: Fire Barrier: Ridge Vfentilation? Fastener Type&Spacing: s"FIELD!4"PERWETER,BD RING SHANK NAILS Adhesive Type; Type Cap Sheet: Mean Roof Height: 15' FT Roof Covering: METAL Type&Size Drip Z"xZ' Edge: ST. LUCIE WORKS Section E(Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the values for Mrwith the values from Mf.lithe Mf values are greater than or equal to the Mrvalues,for each area of the roof,then the the attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RA512T (Zone 1: _xl_= _ 1.114. = Product ApprovalM (Zone 2e: _,x%_= )-Mg:_=fill._ Product Approval Mr (Zone 2n: '_x2. _ _)-Mg:_=Maa_ Product Approval Mr (Zone 2r. _..x7._= _ )-Mg:_=I Product Approval Mi (Zone 3e: -xX-- _)-Mg:_=Mm- Product Approval Mr (Zone 3r: =X2._= ---)-Mg:,=Mm product Approval Mt Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below-Product Approval Mf_- M r required Moment Resistance• Mean 5, 20' 25, 30' 40' .4 36.5 38.2 39.7 42.2 .2 34A 36.0 37.4 39.8 .4 32.2 33.8 35.1 37.3 A 30.1 31.6 32.8 34.9 6.4 28.0 29.4 30.5 32.4 4.4 25A 77.1 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'withthe values for F,If the F'values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 12T (Zone 1:_x L=x W:= -W:_cos r_=Fn_ Product Approval F' (Zone 2e:_xL_=xW:=_ -W:_ros r=Foe_ Product Approval F' (Zone 2n:_x L=xW:=_)-W:_Cos r =F,a"_ Product Approval F' (Zone 2r: xL`=uW:=_J-W:_cos r_=Far_ Product Approval F' (Zone 3e:_x L=xW:= -W:_cos r_=F,s•_ Product Approval F' (Zone 3r._xl_ W:= ...j-W:_cos r_=Fsr_ Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Zones 1,2e,20,2r,3e,3r From applicable table in RA5127 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Heigh H Job Site Roof Slope B Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mt Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance W Produc[ApprovaI Required Uplift Resistance Fr Calculated Averag W e Tile eight 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.