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Home My WebLink AboutKOEHLER roof info c 'rc LLpcL,L ST. LACE 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: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A, B, C 1,2,3A,5,6,7 Prescriptive BUR-RAS 150 A, B,C 2,4,5,6,7 Asphaltic Shingles A, B, ❑ 1,2,4,5,6,7 Concrete or Clay Tile A, B,D, C 1,2,8,4,5,6j Metal Roofs A, B,D 12346,�7 Wood Shingles and A, B,D Shakes Other As Applicable 1,Z%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 RooflnfoFe621 Rev Feb 18,2021 ST. LUCIE `WORKS Section C(Low Slope Roof) Surfacing: N/A Fill ins specific roof assembly com Fastener Spacing for Anchor/Base Sheet Attachment: p y portents and identify manufacturer Zone 1':—."oc @ Lap,#Rows_f_'ao (If a component is not used,identify as"NA"I Zone 1:_"oc @Lap,#Flows—®—"oc ' System Manufacturer: POLYGLASS Zone 2:_"oc @ Lap,q Rows_0,_'oo Product Approval No.:FL#1664.1 Zone 3:—"oc @ Lap,#Rows_®_'aC Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1':—Zone 1:—Zone 2:_Zone 3:_ Zone V:_Zone 1:_Zone 2:_Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from the specific product approval Woodialocking, Gutter, Edge Termination, Stripping, system: •120 W-86 Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping, Etc., Deck: Type;PLYWOOD Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing,Component Material,Material'Thickness,Fastener �8„ Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: 114y12 Anchor/Base Sheet&No.of Ply(s): 1 N/A Anchor/Base Sheet Fastener/Bonding Material: FT. SCREWS AND PLATES Insulation Base Layer: N/A Base Insultation Size and Thickness: TAPERED 1/8" Parapet Base Insulation Fastener/Bonding Material: Height SCREWS AND PLATES Top Insulation Layer: NIA 8 Top Insulation Size and Thickness: N/A FT. Top Insulation Fastener/Bonding Material: SCREWS AND PLATES Mean Base Sheet(s)&No.of Ply(s): 1 PLY Roof Base Sheet Fastener/Bonding Material: Height SCREWS AND PLATES Ply Sheet(s)'&No.of Ply(s): 1 Ply Sheet Fastener/Bonding Material: APPTORCH Top Ply: APP TORCH Top Ply Fastener/Bonding Material: APPTORCH ST. LUCIE WORKS Section D)Steep Slope Roof System) Roof system Manufacturer. OWENS CONRING DURATION Notice of Acceptance Number: FL#10674.1 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1:-7LZone 2e:—YA-Zone 2n-J-Da2one 2r--IQ6_2one 3e:-108 zone 3r:-126 Deaklype: PLYWOOD Type Undef (aunt OWENS CORNING TRI-BUILT FL#34539.1 Roof Slope: lnsalation: Fire Barrier: Ridge ventiladon? Fastener Type&Sparang: g"FIELp/C'PERIMETER,ap RING SHANK NAILS Adhesive Type: �— Type Cap Sheet: r--_—� Mean Ro�Height '15' FT Roof Covering: SHINGLES Type&Size Drip 2'k2- 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 Mr.If the Mr values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: _xl_= . )- X4 Mn_ Product ApprovalM (Zone 2e: -`xa_= I-Mg:_=Ma•_ Product Approval Mr (Zone 2n: '_x l_= _)-Mg:_=Ma, Product Approval Mr (Zone 2r _xl -)-Mg:_=M._ Product Approval Mr (Zone 39: '._xl_= I-MID;_=M„ - Product Approval Mr (Zone 3r. =x)L-= .� I-Mg!._=Ms_ Product ApprovalM Method 2"Simplified The Calculations Per Table Below" Required Moment of Resistance NO From Table Below_Product Approval ivh _ Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20, 25' 30' MY 2:12 34.4 36.5 38.2 39.7 42.2 112 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 512 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1- 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'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=xW:= F')-W:_cos r_=F,i_ Product Approval (Zone 2e:_x L=x W:=__j-W_cos r=F,ze_ Product Approval F' (Zone 2n:lx L =x W:= -W:_cos r=Fa"_ Product Approval F' (Zone 2r:_x L_x W:=_J-W:_cos r_=F,t,_ Product Approval F' (Zone 3e'._x L_=x W:= -W:_cos r=F,n. Product Approval F' (Zone 3r._x L=x W:=_j-W:_cos r=F,s,_ Product Approval F' Whereto Obtain Information Description symbol Where to find Design Pressure Zones 1,2e,Zr,2r,3e,3r From applicable table in RAS 127 or by an engineering analysis pre aced by PE based on ASCE 7 Mean Roof Height H lob Site Roof Slope R kbsbe Aerodynamic Multiplier a Protluct Approval Restameg Moment due to Gravity Mt Pr uct Approval Attachment Resistance Mn Pr uct Approval Required Moment Resistance Ma Cal aced Minimum Attachment Resistance F' Pro eat Approval Required Uplift Resistance F, Cal elated Average Tile Weight W Pro uct Approval Tile Dimensions L=length W=width I ProBuct Approval All calculations must be submitted to the building official at the time of permit application.