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HomeMy WebLinkAboutRoof informatiotion sheet i WORKS File Copy ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET APR 0 6 2021 Luce C nty, Permitting Florida Building Code 7th Edition (2020)18 r!� Based on Section 1525 of the Florida Building Code-BURE I E 1OW FOR INSTRUCTION PAGE CODE COMPLIANCE' ST. MWIVIV COUNTY COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM RO 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 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 1,2,3,4,5A7' 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 N J2. 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 i ✓ 4. Other Component of Product Approval ✓ 5. Municipal Permit Application ✓ 6. Owners Notification for Roofing Considerations(Reroofing Only) t✓Q[�I ��� ✓ 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 ST. LUCIE WORKS Section A (General Information). Master Permit No. Process No. Contractors Name: License# Job Address 411 P t Ox Ave-) 'Pov-�- ROOF CATEGORY i Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ ❑ New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering l .ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) 4`�i Steep Sloped Roof Area(SF) QX0�5A S Total(SF)3 �5 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. . i i ' 1 Precise Aerial Roof Measurement Report Prepared for you by Brilliant Roofers m .,�Y 01/1512017 1 • I I� ® TM QuickSqua jest ea leview ® � March 30,2021 411 Poplar Ave, Port St Lucie, FL 34952-1351 Report: 39413346 REPORT DETAILS I I i i i a ;Y I f I Roof#1 Area: 29 Squares Predominant Pitch: 3 100% This report includes up to two structures on a residential property and one structure on a multi-family property.The pitch has been factored into the calculation with no waste.Please upgrade to a Premium Report to receive measurements for additional structures and for any lower roof areas that may be obscured from view in the top-down image,as they are not Satisfaction Guaranteed included in the totals on this report. www.eacileylew.comL&arantee Upgrade Your Report! QuickSquares is a report used to estimate the overall size of the roof;for material-ordering accuracy, contractors should upgrade to a Premium Report.The price of your QuickSquares report will be deducted from your upgrade. A Premium Report includes: >7 ' 3D Roof Diagram • Length Diagram ° Area Diagram r,, • Aerial Images(Top, N,S, E&W) • Notes Diagram • Pitch Diagram Waste Calculation Table • Report Summary ® Customizable Report • Square Footage Pitch Table i ©2008.2021 Eagle View Technologies,Inc.and Plctometry Intematlonal Corp.—All Rights Reserved—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;9,383,538;8,818,770;8,542,880,9,244,589; 9,329,749.Other Patents Pending. i ST. LUC1E WORK surfacing: Section C (Low Slope Roof) x P,os�fn rGK��tz 4—kase-chaat Attachment- Fill in specific roof assembly components and identify m _ manufacturer Zone 1':—..._." oc @ Lap,#Rows @ °oc (If a component is not used,identify as"NA") ® °ac Zone 1:— oc @ Lap,#Rows System Manufacturer: e—m l e.� a " oc La #Rows @ °ao Y � rn� Zone 2:—. @ p, u F�= L #Rows @ "o0 Zone 3:—. oc @ Lap, Product Approval No.: FLZD3q S. QD 32-2 Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1': I Zone 1:1 1 O Zone 2 one 3:� _l - Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking,. Gutter, Edge Termination, Stripping, system: (23•S PsI=- Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping,Etc... Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base' Type: C�X Flashing,Component onent Material Material'Thickness Fastener1 Type,Fastener Spacing or Submit Manufacturers Details that Gau eThickness: 1� Z� G 1i'c g � '1 I Comply with RAS 111 and Chapter 16.. Slope: 1 1 7 Anchor/Base Sheet&No.df Ply(s): _ Anchor/Base Sheet Fastener/Bonding Material: FT. i Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height N �Y� Top Insulation Layer:l�1 I , Top Insulation Size and Thickness: V1j`lAe FT. i Top Ins lation Fastener/Bonding Material: N�� 1 Mean Base'Sheet(s)&No.of Ply(s):_ Roof Base Shppt Facraner/Bonding Material: T Height S Mo�D1'FlE C� Y�I�vM�N +4 Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: � I t N lay 3T L UCIE WORKS I I i Section D (Steep Slope Roof System) Roof System Manufacturer: Py �z I'e-V r�qj&a-I 1 u T P l �U Notice of Acceptance Number: i I Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): i Zone 1:-Zone 2e:1 0Zone 2n:.MQZone 2r:L4DZone 3e:�aLone 3r: 1SO Deck Type: ply W w0 Type Underlayment: �v�ONT pI�U-�C.11vO F1�2 �10•I (2Z Roof Slope: Insulation: Fire Barrier: N Ridge Ventilation? Fastener Type&Spacing: 2 L� j Adhesive Type: f I � Type Cap Sheet: N i Mean Rool Height: Vz Roof Covering: Type&Size Drip Edge: i i I I lil it f � 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 Mf.If the Mf 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 : x = - Mg: =Mn Product Approval Mi (Zone 2e: x I _ -Mg: Product Approval Mr (Zone 2n: x Jl = --Mg: =Mom, Product Approval Mr (Zone 2r: x� _ _)-Mg: =Me& Product Approval Mf (Zone 3e: x _ —�-Mg: =M� Product Approval Mr (Zone 3r: x� _ ---�-Mg: =Mrar Product Approval 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' 0' 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 28.2 30.0 *Must be used in conjunction with a list of moment based tile syst s • For Uplift based tile systems use Method 3.Compare the values 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 roof,then the the a achment method is acceptable. Method 3"Uplift Based T'a 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: co r =Frio Product Approval F' (Zone 2r: x L =x W:= )-W: c sr =Fr2r Product Approval F' (Zone 3e: x L =x W:= )-W: os r =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F' ere to Obtain Information Description Sym of Where to find From applicable table in RAS 127 or by an engineering analysis Design Pressure Zones 1,2e, n,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 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. i I