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Home My WebLink AboutProject Information ,S LL l C;LL A� g L.L. T i STLUCIE COUNTY ROOFING PERMIT INFORMATION SHEET vile COPY 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 i See List Below Form Low Slope Application A,B,C Prescriptive BUR-RAS 150 - - ! A,B,C 2,4,5,6,7 T- �- i }'Asphaltic Shingles A,B,D 1,2,4,6,6,7 Concrete or Clay Tile A,B,D,E A,B,D Wood Shingles and A,B, D i 1,2,4.696.7 'Shakes ' Other As Applicable I 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. I Fire Directory Listing Page 2. i From Product Approval: Front Page Specific System Description Specific System limitations General Limitations 4 Applicable Detail Drawings 3. Design Calculations per Chapter 15,or if applicable,RAS 127 or RA5128 4. Other Component of Product Approval 5. Municipal Permit Application 1 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. ; Any Required Roof Testing/Calculation Documentation Form RoofinfoFeb21 Rev.Feb 18,2021 Section A(General Information) Master Permit No. Process No. Contractors Name: ,� � re, �aS� 66 License# Job Address ��0 q �b��b.t%_� C',9. ROOF CATEGORY 0 Low Slope 13 Mechanically Fastened Tile ®Mortar/Adhesive Set Tiles D Asphaltic Shingles 0Metal Panel/Shingles Wood Shinnies/Shakes 13 Prescriptive SUR•RAS 150 ROOF ROOF TYPE. ® New roof 13 Repair 0 Maintenance ),Reroofing 13 Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) c_ Section 8(Roof Plan) Sketch Roof Plan, illustrate all .levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions at sections and ,levels clearly identify dimensions of elevated pressure zones and location of parapets. _..:._..PA is 4; PATA _ -----{sq------- , 21 Asp 16 10 (240) APSA 12 (252) 12 12 21 3 12 9 17 OAS (1523) 26 21 9 GAA 10 J 2 10 2 13 3 (`83) L 14 21 1 n LYTzt .t Section C(Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1'i-11 oc @ Lap,#Rows—@ oo (if a component is not used,identify as"NA") Zone 1:—"oc @ Lap,#Rows 0 °oc System Manufacturer: Zone 2:._._.."oc @ Lap,#Rows @ °oo ' Zone 3 " oc @ Lap,#Rows � A 0 ' Product Approval No.: 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 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: I 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): --w-- ' j Roof Base Sheet Fastener/Bonding Material: 1 Height Ply Sheet(s)'&No.of Piy(s): i Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material; F".9 1 ��. Section D(Steep Slope Roof System) Roof System Manufacturer:— - - �/'1 DIr1 z r s`t ac `.J Notice of AccepWoe Number: Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calc cations): Zone 1: Lone Ze. Zone 2n: Zone 2rMcan 3e: one 3r: DeE*Type: . �1C./LJ04� Roof Slope. Type.Underiayment - q d Insuladom Fire Barrier: Ridge V JA a8or► Fastener Type&Spacing: �� U G r .._.__ RdhesPve'i F Type Cap Sheat �M 1 Mean Roof Helgta: Roof Covaing Type&Sim Drip Edge: iiq g g 'Z K {.. Section E(Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mr.If the Mt 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 RAS 22T (Zone 1: _____x A = )—Mg:-_,_,=M, Product Approval M, (Zone 2e: x A )—Mg: =Ma. Product Approval Mt— (Zone 2n: xh a �—Mg: =Ma, Product Approval MF (Zone 2r: x o )—Mg: =M,� product Approval M, (Zone 3e: x a = _._.j—Mg: =M Product Approval M4 (Zone 3r: _____,x)- = ._._.)—Mg: =M,st Product Approval Mi Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below — Product Approval Mr Mr required Moment Resistance" Mean Roof Height Roof Slope 15' 20' 25' 40' J 2:12 34.4 _ -.. 36.5 I 38.2 39:7 42,2 3:12 32.2 34.4 36.0 I 37.4 39.$ 4_,._-.._ . 4:12 I 30.4 1 32.2 _33.8 35.1 _ _37.3_ 5:12 y. .._._.. . 28.4 . 3011 ! � 31.6�' �32.$ —... (— 34.9 -._.. 6:12 28.Q 29.4 ,- 30.5--] 32.4 ------. _Y�- i 26.4 �. .. .._._....._.. - 7:12 S 4 24.425.9_^ _27.1 _ 28.2 �30.0 "Must be used in conjunction with a list of moment based tile systems •For Uplift based the 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 F,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 =F11 Product Approval F' {Zone 2e: x L =x W:= )-W: cos r =Eras 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 =Frz. Product Approval F' (Zone 3e: x L =x W:= )-W: cos r =Fr3o Product Approval F' (Zone 3r: x L__-- =x W=______)-W.- cns r =Fr3r Product Approval F' Where to Obtain Information j Description Symbol _ Where find _ ! From applicable table in RAS 227 or by an engineering analysis Design Pressure 1 Zones 1,2e,2n,2r,3e,3r i prepared by PE based on ASCE 7 , [Mean Roof Height H Job Site j Roaf Slope 8 Jab Site _. ._ i Aerodynamic Multiplier a 'Product Approval i Restoring Moment due to Gravity�L- Ma Product Approval rAttachment Resistance Mr j Product Approval �Requlred Moment Resistance MB I Calculated f Minimum Attachment Resistance s F' Product Approval Required Uplift Resistance F, i Calculated Average Tile Weight W Product Approval (Tile Dimensions i L=length W=width Product Approval j Ali calculations must be submitted to the building official at the time of permit application.