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Home My WebLink AboutGrimes Permit Info Sheet c o v ST. LUCIE 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 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B C 2,4,5,6,7 sphaltic Shingles kA,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 1,2,3,4,5,6,7' Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 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 RooflnfoFeb21 Rev Feb 18,2021 5T, LUCIE WORKS Section A(General Information) Perms NO, Process No. L -4 ? Contractors Name: OVA License# Job ROOF CATEGORY ❑low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles *phattic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance �eroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) 1 Total(SF)c J_ �\\ 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. - LLLLL i . I } i f bhl MCA) 12 Act �o sc�QK ST. LUCIE WORKS Section A(General Information) Master Permit No. Process No. I - Contractors Name:—1 v Y V V�ll� 1A License# U1.1. ' Job Address l'oo �` " -Nr ' 1.� � O " - I�1 ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles �A�phaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes �� ' ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance )Qeroofing ❑Recovering �+�(�'�� .ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) 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. AICIO Wj 11 Ace ST. LUCIE WORKS Section C(Low Slope Roof) surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Shee ttachment: manufacturer Zone 1':—" oc @ Lap,#Rows @_O0 (If a component is not used,identify as"NA") Zone 1:—."oc @ Lap,#Rows @ ow System Manufacturer: Zone 2:—."oc @ Lap,#Ro —@--O0 Zone 3:—"oc @ Lap,# ws—@ Product Approval No.: Number of Fasteners Pe nsulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone Zone 2: Zone 3: Zone 1':_Zone 1: Zone 2:_Zone 3: Illustrate Compo nts Noted and Details as Applicable: Max. Design Pressure,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, C tinuous Cleat, Cant Strip, Base Flashing, Counterfla ing,Coping,Etc.. Deck: Indicate- can Roof Height, Parapet Height, Height of Base Type: Flashi ,Component Material,Material'Thickness,Fastener Ty p ,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: C mply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): FT. Anchor/Base Sheet Fastener/Bonding Material: 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 Mat ial: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding aterial: Height Ply Sheet(s)'&No.of Ply( : Ply Sheet Fastener/Bo ing Material: Top Ply: Top Ply Faste r/Bonding Material: ST. LUCIE WORKS Section D(Steep Slope Roof System) p Roof System Manufacturer:-- Q Notice of Acceptance Number: 44 Minimum Design Wind Pressures,If Applicable(From RAS 127 or Callc�utlla bns): Zone 1:�Zone 2e:_—Zone 2n:�S� Zone 2r:6-,Llone 3e:" '_ one 3r: ._ya.ci -LALIA Deck Type: �p wu e ►s Type Underlayment e` i, S + _ S� Rocl Slope: 12 �}D Insulation: Fire Barrier: ) Ridge Ventilation? Fastener Type&Spacing: Adhesive Type: Type Cap Sheet Mean RoctHeight: Roof Covering: Type&Size Drip C T z I Edge. i ST. LUCIE WORKS Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt,If a Mi values are greater than or equal to the M,values,for each area of the roof,then the the attachment method is acceptab . Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: _xX_� _�-Mg;-®Mrt_ Product Approval M! (Zone2e: _xX_,;_• _�-Mg:_w Ma,_ Product Approval M (Zone 2n: _,x)l_a _)-Mg: •M,s,_ Product Approval Mr (Zone 2r: -x fir_. _)-Mg:_,a Mrr_, Product Approval Mi (Zone 3e: `X X -Mg.--Mrs. Product Approval Mr (Zone 3r: =X% 1-Mg:-C4 Mo- Product Approval Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance NO From Table Below Product Approval Mt Mr required Moment Resistance' Mean Roof Height Roof Slope 15' 20' 25' 140' 2:12 34.4 36.5 38.2 9.7 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. 28.2 30.0 "Must be used in conjunction with a list of moment based tile syste s • For Uplift based tile systems use Method 3.Compare the values r 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 a achment method is acceptable. Method 3'Uplift Based a Calculations Per RAS 12T (Zone 1: x L =x W:= )-W: cos r =Frl Product Approval F' (Zone 2e: x L =x W:= )-W: co r =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: s 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 =Fr3• 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 Design Pressure Zon� From applicable table in RAS 127 or by an engineering analysis 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Me Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Me Calculated Minimum Attachment Resi nce F' Product Approval Required Uplift Resistan 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.