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Home My WebLink AboutRoof Worksheet File Copy ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) IRE IEWED FOR Based on Section 1525 of the Florida Building Code-Bu1@Pjr )D. COMPLIANCE INSTRUCTION PAGE T'. L UCIE COUNTY COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING WRC 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 Prescriptive BUR-RAS 150 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,E 1,2.3,4,5,6,7 Metal Roofs A,B, D Wood Shingles and A, B, D IA4,6,6,7 Shakes Other As Applicable 1,213,4,5.6.7 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 S. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form Roof1nfoFeb21 Rev Feb 18,2021 Section A (General Information) CODE COMPLIANCE Master Permit No. Process Noq- T. LICIE COUN Y Roof Doctors LLC OCC3�30 Contractors Name: License# Job Address 2604 Newport Dr ROOF CATEGORY XLow Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance X Reroofing ❑Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) 400 Steep Sloped Roof Area(SF) 2600 Total(SF) 3000 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. S E A H D Page#5: Edge Length 2604 Newport Dr Fort Pierce FL 34982 USA rCcforders.CCM ` ROOF PLANS FROM AERIAL IMAGERY. - �y Edge Length Summary ` s Edge Type Length(Ft.) + Eauo 291.26 Rake 8.28 � '�, e cv� Hi3 144.56 Valley 44.91 �+ Ridge 60.02 StepFlashing 10.35 n '� ApronFlashing 32.80 mac O SlopeTransition 36.74 f p 17.112.1 5.2 Roof Area Summary � ?� - , Pitch Area(Sq 0/12 704 r� X 412 , 4/12 2052 ..a N 0/1 E 2 �' O 5/12 87 1 7/12 26 Total' 2869 Vie• 10.5 5.21 �+t•_�.-.-�� -= _ Oise M we 10.5 111+ r=� ,ram 4 � r 0 0 0r . Z Z 1 0 N On 1 . LUCE4.!5..' e' `s `y REVIEWED FOR File CCWDE COMPLIANCE Section C (Low Slope Roof) Surfacing: na STo LUCIE COUNTY Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base• V Tttachment: manufacturer Zone 1'•na " oc @ Lap,#Rows "ao (If a component is not used,identify as"NA") Zone 1: "oc @ Lap,#Rows ®. moo System Manufacturer: Polyglass USA Zone 2----- -"oc @ Lap,#Rows g 7 ac Product Approval No.:FL1654-R27 Zone 3• "oc @ Lap,#Rows_® nod Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1'' na Zone 1: Zone 2: Zone 3: Zone 1':37 Zone 1:-64 Zone 2.84 Zone 3: -115 Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: -90 Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping,Etc., Deck: Wood 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: 1/4/12 Anchor/Base Sheet&No.df Ply(s): na Anchor/Base Sheet Fastener/Bonding Material: FT. 2*2 dripedge na Insulation Base Layer: na Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: na APP-TA(Polyflex G) Top Insulation Size and Thickness: SBS-SA- (Elastoflex SA14T. Top Insulation Fastener/Bonding Material: Wood Mean Base Sheet(s)&No.of Ply(s): SBS-SA- (Elastoflex SAV)(1) Roof Base Sheet Fastener/Bonding Material: Height Self-Adhered Ply Sheet(s)'&No.of Ply(s): na Ply Sheet Fastener/Bonding Material: Top Ply: APP- TA( Polyflex G) Top Ply Fastener/Bonding Material: TORCH APPLIED File C REVIEVVF-0 FoFt GODF CoMpL9p4CE Section D (Steep Slope Roof System) �60 oo'ry R.oof System Manufacturer: IKO Industries Ltd ST� LUCIE C Notice of Acceptance Number: FL30310-Rl Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1:na Zone 2e:-Zone 2n: Zone 2r: Zone 3e:-Zone 3r: Deck Type: Wood R1 Slope: Type Underlayment lApoc,Sub of Gardner Weather Armor SB-A Self B self adhered FL26482-R6 insulation: na Fire Barrier: I na Ridge Ventilation? Fastener Type&Spacing: Fn a na Adhesive Type: I Bull, 6-nails per shingle Type Cap Sheet-, na Mean RootHeight: 10 Roof Covering: I IKO Dynasty shingles Type&Size O, .dp .1 12-2 Edge: LUCE 2.., L Section E(Tile Calculations) For Moment based tile 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 M,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: x _ _Mg: =M,1 Product Approval Ms NA (Zone 2e: x X _ -Mg: =Me Product Approval Mf (Zone 2n: x - _)--Mg: =Mom, Product Approval Mf (Zone 2r: x 26 _ _a-Mg: =Mar Product Approval Mf (Zone 3e: x _ -)-Mg: =Mrao Product Approval Mf (Zone 3r: X 1 MM =Mr�r Product Approval Mf Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 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 the 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 =x W:= )-W: cos r =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Fae Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: cos r =Fru Product Approval F' (Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fri Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Zones 1,2e,2n,2r,3e,3r From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope a Job Site Aerodynamic Multiplier ] Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight 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.