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Home My WebLink AboutProject Information �12 'Con LUCIE �r1, t l!LtL `zC� RECEIVED CODE COMPLIANCE ST LUCIE COUIPTTY R �gll\!G�E �VIV T R f ATION SHEET 1 1021 O Co Permitting Department Florida Building Code 7th Edition(2020) St- Lucie County 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 RECLUIRED.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 Metal;Roofs A,.B,D. 1,2,%4,5,6i7 Wood.Shingles and A,B.D 144,5.6.7 Shakes Other As Applicable 11213,4,5,6,7 ATTACHMENTS RECQUIRED As Applicable):' 1. Fire Directory Listing Page I 2. From•Product Approval: Front Page Specific:System Destription 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). - Any Required Roof Tesiing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18 2021 L U QME Section A (General Information) Master Permit No. Process No. "Ccc j-3301653 Contractors Name; :::Fx,1L 4 5&1 !C ch 4A. License e Te P_ Job Address 114 C ROOF CATEGORY 0 Low Slope 13 Mechanically Fastened Tile El Mortar/Adhesive Set Tiles D Asphaltic Shingles E3 Metal Panel/Shingles DWood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF ROOF TYPE. 0 New roof 0 Repair E3 Maihtenance ZkReroofing D Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF). 166 0 Section 8(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. V7 (ism) t. 0 1. Section C(Low Siope'Roof) Surfacing:' Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base'Sheet Attachment: manufacturer Zone 1':_._:"oc @ Lap,#Rows_®_moo (if a component is not used,identify as"NA") Zone 1--. oc @ Lap,#Rows ®_°oo' 'System Manufacturer: Zone 2: It oc @'Lap,,#Rows ®=00 Product Approval No:: Zone 3:_'` oc @ lap;#Rows—®=00 Number of Fasteners Per Insulation:Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2 Zone 3: Zone 1':—Zone 1: . Zone 2:_Zone 1 Illustrate Components Noted and Details as Applicable: Max. Design Pressure,from the,specific product approval Woodbiocking, Gutter, Edge Termination, :Stripping, system:. Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping,Etc.i Deck: Indicate: Mean Roof Height,Parapet Height,Height of Base Type: Fleshing,Component Material,Material'Thickness,Fastener Type,Fastener SpacingorSubmit Manufacturers Details that Gauge Thickness: Comply with RAS 1 11 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): .Anchor/Base Sheet Fastener/Bonding Material: FT III Insulation Base Layer: Base Insultation Size and Thickness:. I Parapet Base Insulation Fastener/Bonding Material: Height i Top Insulation Layer: Top insulation Size and Thickness':. .. FT.. -.- i Top Insulation Fastener/Bonding Material: Mean Base Sheet(s)&No.of Ply(s): ---•--------, Roof Base Sheet Fastener/Bonding Material: Height 3 Ply Sheet(s)'&No.'of Ply(s): a Ply Sheet Fastener/Bonding Material: _a 1 Top Ply: - !k Top:Ply Fastener/Bonding'Material: k No Section D(Steep Slope Roof.Syste )) m Roof System t Manufacturer:-- )6% CrAr Notice,of Acceptance-Number �N Minimum Design Wind Pressures,if Applicable(From RA5127 or Calculations): Zone 1'.:I�IZone 2e.- Zone 2n:.1�one 2r: I Mone 3e:— f 02one 3r:^1 SC. Deck Type' Type Underiayment a a,� arti a SliCk Roof Slope: �: 12 Insulation: Fire Barrier: ' Rldge Ve nation? Fastener Type&Spacing: 101 iA Adhesive Type: Type.Cap Sheet Mean Roof Height: : 614c • -Roof Coveting:. SN a,%aoRg Sz .s Type&Sias Drip Edge: a Section E(Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the valuesforM,with the values from Mi.:If the Mt values are greater than or.equal to the Mrvalues,for each area of the roof,then the the attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T `(Zone 1: _x 7�. _ _� :M9; _(y� . Product Approval Mi (Zone 2e: x I - _ -Mg: =M,1, Product Approval Mf (Zone 2n: '--)(;L Mgt =Mom, Product Approval Mt '(Zone 2r: x JL = -Mg: Product Approval Mr (Zone 3e, , x -Mg: =Mr - Product Approval Mi (Zone 3r: _x1 = M9' =Mrar ProductApprovalMt Method 2"Simplified Tile Calculations,Per Tabie'BelDw" Required Moment of Resistance(or)From Table Below Product Approval Mf l M,required-Moment Resistance* Mean Roof Height Roof Slope 15' 20' A .25' I 30' 40' 2:12 34.4 36.5 38.2 39.7 i 42.2 3:12 i 32.2 34.4 -36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3y� 5:12 I 28.430.1 31.6 . 328 34.9 -- - - 26.4 1 280 29 A 36.5 32.4 -- _ 7:12 24.4 25.9 27. l 28.2 1. 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 greaterahan or equal to theT,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 =)c W:=_)-W: cos r 7-Fr2e Product Approval F' (Zone 2n: XL =x W.____)-W: cos r =17r2ri Product Approval F' (Zone 2r. x L =x W= )-W: cos r =Fr2r Product Approval F' (Zone 3e: XL =x W:=__--__)-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:=,)-W: cos r =Fr3r Product Approval F' Whereto Obtain Iriformation 1 Description Symbol �— Where to find Design Pressure Zones 1,2e,2n,2r,3e,3r From appllcable table in RAS 127 or by an engineering analysis prepared byPE based on ASCE 7. Mean Roof Height { H lob Site Roof Slope ljo b'Site —, Ettac'hriient dynamic Multiplier I a Product Approval Restoring Moment dueao Gravity Me� :Product Approval Resistance M r ProductApproval pp Required Moment.Resistance Me Calculated Minimum Attachment,Resistance F' ``Product Approval Required Uplift Resistance F, 1 Calculated Average Tile Weight W ;Product Approval _. Tile Dimensions 'L=length W=width Product Approval --11 All calculations must be'submitted to the building official at the time of permitapplication. _�