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Home My WebLink AboutProject Info-Roof info sheet it P `� \ S� l.,�'•-� r ................ 4 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 i,2,3'4,5;6,7 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 Metal Roofs A,B, D 1A34,5,6; Wood Shingles and A,B,D t;2,4% 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 Testing/Calculation Documentation Form Ro6flnfoFeb21 Rev Feb 18,2021 :fie Section A(General Information) Master Permit No. Process No. Contractors Name: Sunrise City'CHDO Inc License# CCC1327208 Job Address 3603 Promenade Way Fort Pierce, FL 34946 ROOF CATEGORY 0 Low Slope 0 Mechanically Fastened Tile CI Mortar/Adhesive Set Tiles . Ell Asphaltic Shingles Metal Panel/Shingles EMJood Shingles/Shakes EI Prescriptive BUR=RAS 150 ROOF ROOF TYPE 0 New roof 13 Repair 0 Maintenance 21 Reroofing D Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) 1534 Total(SF) 3534 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. so 120 it! pPSA t` xRAN - 14 10 6pSr Ill W ill its E51 fli� � i X t m off' ......... DIN „ la 1 ROOM a 10111 BVIVING 13411111�Ell 11111� Y£ i r .. ....i •E ::: ...::: y RA r # ection C(Low Slope Roof) Surfacing: Fi in specific roof assembly components and identify Fastener Spacing for Anchor/Base Shee ttachment: man facturer Zone 1':_._." oc @ Lap,#Row (If a c ponent is not used,identify as"NA") Zone 1—"oc @Lap,#Rows System nufacturer: Zone 2:_"oc @ Lap,#Ro Zone 3:_._." oc @ Lap,#R ws__ ,. °<? Product App val No.: Number of Fasteners Per nsulation Board: Design Wind Press res,From RAS 128 Or Calculations: Zone 1': Zone Zone 2: Zone 3: Zone 1':_Zone 1: Zone 2: Zone 3: Illustrate Compon is Noted and Details as Applicable: Max. Design Pressure, m the specific product,approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Co inuous Cleat, Cant Strip, Base Flashing, Counterflas ing,Coping,Etc., Deck: Indicate: can Roof Height, Parapet Height, Height of Base Type: Flashin ,Component Material,Material'Thickness,Fastener Type, astener Spacing or Submit Manufacturers Details that Gauge Thickness: Co ply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.cif 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): Z Roof Base Sheet Fastener/Bonding aterial: Height Ply Sheet(s)'&No.of Ply ): Ply Sheet Fasten er/B ding Material:' Top Ply: Top Ply Fas ner/Bonding Material: __ _ - ,. - - - w x 1. � � 3 �:; Section D (Steep Slope Roof System) Roof System Manufacturer: Atlantic Metal Notice of Acceptance Number: FL17796 . Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): :Zone 1:-47.8 Zone 2e:-a7.8 Zone 2n:"7fi•0 Zone 2r:"7fi'0 Zone 3e:-81•7 Zone 3r: Deok't ►pe � Plywood t Type Undertaymen peel N Sticic `Rogf S1ope� 4 I , ar% one . :� �, Fire lamer None t3stlgeUent�acri?.yeS Fastener,Type&Spacing .8 D i Ri�E, inr. g Shank 6"OC Adhes�v�e Type4 N/A TypexCap Sheet. N/A `, ; .. .; MeanxRoc.Height 5' hoof Co',vering; 5v Metal II .. Type Sim Dnp 3"x 3"Alum..... num . E ge r Section E(Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the values for Mr with the values fro Mf.If the Mf values e greater than or equal to the Mrvalues,for each area of the roof,then the tile attachment method is ceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: X?l ({� Product Approval M —j g __ (Zone 2e: _ X3 - _y j -M� Product Approval Mf (Zone 2n: Product Approval a.. ... �3 Zone 2r: wx k M t=M ( Product Approval f::::: one 3e: Product Appro I Mf ( ne 3r: <X .—. 9� ^M,ar'__.. Product Appr Val Mf- -- Method 2"Simplified Tile Calculations Per Table Bel " Required Moment.of esistance.(Mr)From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof ope 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 .4 28.0 29 4 30.5 32.4 7:12 24. 25.9 .1 28.2 30.0 *Must be used in conjunction with a list o moment based tile sy ems e For Uplift based tile systems use Method 3ompare the valu s f.C or F'with the values for Fr If the F'values are greater than or equal to the Fr values,for each area of the ro then the the ttachment method is acceptable. Method 3" lift Base Tile Calculations Per RAS 12T (Zone 1: x L =x W:= )-W: cos =Fr1 Product Approval F' (Zone 2e: x L =x W:= )-W: s r =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: c r =Frzn Product Approval F' (Zone 2r: x L =x W:= )-W: cos =Fr2r Product Approval F' (Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= 1-W: cos r =Fr3r Product Approval F' Where to Obtain Infor ation Description Symbol Where to find Design Pressure Zo es 1,2e,2n,2r,3e,3r From appli ble table in RAS 127 or by an engineering analysis prepared by based on ASCE 7 Mean Roof Height H Job Site Roof Slope 10 6 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravi Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resista a Mg Calculated Minimum Attachment sistance F' Product Approval Required Uplift Resis nce Fr Calculated Average Tile Weig W Product Approval Tile Dimensions L=length W=width Product Approval All calculatio must be submitted to the building official at the time of permit application.