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Home My WebLink AboutProject Informationi 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 i BELOW: Required Sections of Attachments'Required Roof System the Permit Application See List Below Form_ Low Slope Application _ A, B, C 1,2,3,4,6,6,7 Prescriptive BUR-RAS'150 A,. B, C 2,405,6,7 Asphaltic:Shingles ! A, B, D i1;2,4;5,6,7 Concrete' or Clay Tile A, B, D, E- Metal :Roofs A,.B, D 1,2,3,4,5,8,7' i Wood.Shingles and A, B, D Shakes ------ ----- a Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRE) 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 orRAS 128 4. Other Component of Product Approval S, Municipal Permit Application 6. i! Owners Notification' for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form R6ofinfoFeb21 Rev Feb 18; 2021 Section A (General Information) Master Permit No. Process No. Contractors Name: -VfGgsure. _GAS IZoo4loa License#1 GCC # 33 D 663 Job Address S.1 /0-0 ROOF CATEGORY D Low Slope ❑ Mechanically Fastened Tile D Mortar/Adhesive Set Tiles Wsphaltic Shingles E3 Metal Panel/Shingles DWood Shingles/Shakes D Prescriptive BUR-RAS 150 ROOF ROOF TYPE. D New roof GI Repair Cl Maintenance 131 Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) W60 1 Section B (Roof Plan) Sketch Roof Plan: Illustrate 211 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. MENEM 0 SOMME ..... . .. . . . � � � ■ ...... . ......... ....... MUMMINIMME ....... �C...M.. .... . . ....... MMMIMMIMEIMM MEMO SEE ■AMINS ■ M■■�MEM M....■iiN ■..tee■M� �a■��o�a��■gym■�■� Section t (LowSlope Roof): Fill in specific roof assembly components and identify' manufacturer (if a cornpon,enfls not used, identify as ".NA" -System Manufacturer: . Product .Approval .No:: .Design Wind Pressures, From US - 128 Or Calculations: zonel,'. . Zone 1--.- Zone 2: Zone 3' Max.'Design.Pressure, from the specific product approval s9storn; Deck: Type: .Gauge Thickness: Slope: .Anchor/Base Sheet & No. df Oly(s): Anchor/Base Sheet'Fast'ener/Bon' ding Material: Inguikion Base Layer: .Base Insbitatibn Size'and'Thickness- Base-InsUlati on Fastener/Bond . Ing, Materialt. Top insulation Layer: 'Top insulation Size and Thickness;. Top Insulation Fastener/Bonding-Material: 'Base Sheet(s) & No. of'oly(s): `BiOdSheet Fastener/Bo.ricift Material: PlySliebt(s)'&No. ofPly(s): Ply Sheet Fastener/Bonding Material: Top PIV.-,' Top: Ply Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone oop Lap,,*# Rows_ @ Zone I- ,Lap, # oc @-116ws @ "00'' — Zone 2! oc @ j Lap, # Rows — @ Woo Zone 3:.--" oc. @,'La pj -#,Rows1-- .Number of Fasteners Per lirisulation'Board: Zon'e V: . 20nO 1; ' Z61rie 2 - Z(jhLi I 1114strate Components Noted and Details as Applicable: Wcibdbl6ckihg,. Gutter, Edge Teirmi.nation, Stripping, Flashing Continuous- Cleat, Cant Strip, Base Flashin& Co.unterflashing,Cdping, Etc.i Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Cornpone . nt Material, Materia'I'Thickness, Fastener Type, FastenerSpacirig or Submit Manufacturers Details that Comply with RAS 111 and . Chapter 16., Section D_(Steep Slope Roof.System) Roof System Manufacturery k f l- 30.31Q Notice;of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RA5 i27 or Calculations): Zone 1:�one 2e.- � Zone'2ht_Zone 2r done 3e:"'Y Zone 3r: 'OW Dec` ape' Type Underlayment [Roof Slope; S 12 insulation: Fire Barrier: Ridge Verdilation? Fastener Type & Spacing:: Lf i na pin �?h+A�1 J2n ll Adhesive Type- �— Type Cap Sheet Mears Roof Helght: A, Oar+w Roof Covering:. Type & Size Drip Q xa It r Edge: j3 k Section E (Tile Calculations) i For Moment based the systems; choose either Method 1 or 2. Compare the values for M, With the values from Mt. Ifthe.Mr 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: Mg; o Product Approval MI (Zone 2e: x 7L = Mg:. = Mae Product Approval Mt- (Zone 2n:__�-Mg: =Mm,_ Product Approval Mr '(Zone 2r: x - _� -Mg. = Me- Product Approval Mr (Zone3e: I x� _ J-'Mg: =M,w Product Approval Mr (Zone 3r: x _ . --_a - Mg: = Mr& Product.Approval Mf. Method.2 "Simplified Tile Calculations Per Table$elow" Required Moment of Resistance (Mr) From Table Below Product Approval Mi _ Mean Roof Height Roof Slope M, required Moment Resistance* 15' 20' 25' 2:12 34.4 36.5 .38.2 4- J 42.2 3:12 . 4:12 32.2 30.4 34.4 32.2 36.0 33.8 .39.740' 37.4 35.1 39.8 37.3 5:12 6:12 ` 28.4 2.6.4 j 30,1 28.0 31.6 29.4 32.8 30.5 34.9 22.4 7:1Z 24:4 1._ 25.9� 27.1 28.2 30.0 _ *Must'be used in'conjunctiori with a list of moment based the systems _ • For Uplift based the 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 RA512T (Zone 1:. x L =x W ^) -W: cos r =F, Product Approval F` (Zone 2e: x L =x W = ) -W: cos r =F,2e Product Approval F' (Zone 2n: x L =x W=_) -W: cos r =Frz" Product Approval F' (Zone 2r. x L =x Wi= ) -W: cos r =Fr2r Product Approval F' (Zone 3e: x L =x W:=a_) -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 - Design Pressure ; Zones 1, Ze, 2n, 2r, 3e, 3r From applicable table In RAS 127 or by an engineering analysis prepared byPE based on ASCE 7 HeightJob Site LMeanRoof 1ope 9 dynamic'Multiptier a oring Moment due to Gravity Ma rAttachth lob Site Product Approval - ; Product Approval entResistance M� Product Approval y Required Moment. Resistance M, Minimum Attachment Resistance F' 'Product Calculated Approval Required Uplift Resistance F, Calculated Average Tile Weight Tile Dimensions W t = lerigth W =width Product Approval Product Approval All calculations must be submitted to the building official at the time of permit`application.