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Home My WebLink AboutAPPROVED Roofing Package 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 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A, B,D Concrete or Clay Tile A,B,D,E 1,2;34,5,6,7 Metal Roofs A, B,D 1f"� 4,5i6,7 Wood Shingles and A,B,D 1; 4567 Shakes Other As Applicable fi, `T,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 RooflnfoFeb21 Rev Feb 18,2021 Section A (General Information) Master Permit No. Process No. Contractors Name: �, P��G.Sei�ayC i VKC License# �y Job Address_ I may- f,GL h 0_,'r(AC -7t ?I-a(cc FL ZS49q-1 ROOF CATEGORY Ll' w Slope 0 Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles Asophaltic Shingles 0 Metal Panel/Shingles Mood Shingles/Shakes 0 Prescriptive BUR-RAS .150 ROOF ROOF TYPE. ��ll 0 New roof 0 Repair 0 Maintenance E Reroofing 0 Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF)�� Steep Sloped Roof Area(SF) 11�-00 Total(SF) '22,0C 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. At Premium Report e, 3/1/2021 Report: 38666484 , .ay.. a a Total Line Lengths: Valleys = 0 ft Flashing =39 ft Ridges= 35 ft Rakes = 98 ft Step flashing = 21 ft Hips=0 ft Eaves= 156 ft Parapets= 0 f 1.3 11 11 P2 to F CO � . 14 7 ttf7 +9 L5 14 15 16 12 25 NN W E S Note:This diagram contains segment lengths(rounded to the nearest whole number)over 5.0 Feet. In some cases,segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated(e.g. +6 and +9). ©2008-2021 Eagle View']echnologles,Inc.and Pictometry International Corp,—All Rights Reserved—Protected by European Patent Application No.10162199.3—Covered by one or more of U.S.Patent Nos.8,078,436;8,145,578;8,170,840; 8,209,152;8,515,125;8,825,454;9,135,737;8,670,961;9,514,568;8,818,770;8,542,880;9,244,589;9,329,749;9,599,466.Other Patents Pending. PAGE 4 LUCIE WORKS . Section C(Low Slope Roof) Surfacing: N�`l Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—....." oc @ Lap,#Rows 0- - °': (If a component is not used,identify as"NA") Zone 1:_"oc @ Lap,#Rows 0 System Manufacturer: rP f-V.ASnitC A Zone 2:_._."oc @ Lap,#Rows 1 '"do Product Approval No .TfL253,�> Z 14 Zone 3:—." oc @Lap,#Rows 0. Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1'.. O Zone 1:1_Zone 2:DO Zone 3:az t Zone 1': `Zone 1�.�"l Zone 2:—`7'7Lone 3:'�O`)• Illustrate Components Noted and Details as Applicable: Max. Design PressurJ,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping,Etc.. Deck: i Indicate: Mean Roof Height, Parapet Height, Height of Base Type:��t �C7d Flashing,Component Material,Material'Thickness,Fastener 3 Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet 8i No.df Ply(s): O.�A FT. Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer:�TaA2�'a So Base Insultation Size and Thickness: 4 _ Parapet Base Insulation Fastener/Bonding Material: Height Scrrs s Flakes Top Insulation Layer: L1l1p, Top Insulation Size and Thickness: N FT. Top Insulation Fastener/Bonding Material: $IacK.'D�A.�aid Mean Base Sheet(s)&No.of Ply(s):?k_4_L l�. iArrio^6 — 1 D i Roof Base Sheet Fastener/Bonding Material: Height S2lF � Ip�c1 k�a..�r�d Ply Sheet(s)'&No.of Ply(s):_ t4)lfi Ply Sheet Fastener/Bonding Material: N Top Ply: r-V AAAL&8h L I Top Ply Fastener/Bonding Material: AL� 1 I Section D (Steep Slope Ro/o"f' System) Roof System Manufacturer! Notice of Acceptance Number: Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): :Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Tye: "Type Underi4met* lrsulafiv�. ............. .. ...... Fire!��rner _ . Adhesive Tape: Tye;fip sheet. \ .IP4 _:.._. i►na>~.Rmo H :g : . Roof ► >rt�: i rnloe,�I i ne. 1-1 'Z. Type tl/4 fs q 6 ........... i i I 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 Mrvalues,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T Zone 1: k Product Approval M1 (Zone 2e: _ x.; ) Mg: - Product Approval M (Zone 2n: f �,}� Approval Mf ;x�, :�; Ntg:� 1 ,,__; Product Pp (Zone 2r: x" )' - ± _ r�r, Product Approval Mf (Zone3,e: Product ' Approval Mf- (Zone f (Zone 3r: Product 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 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 the 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 =Fr2e 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 =Fr2r 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_ =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find From applicable table in RAS 127 or by an engineering analysis Design Pressure Zones�,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a 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 Fr _ 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.