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Home My WebLink AboutProject Information RECEIVED `1 �L� I L L L `, JUN ® fl 2021 ' `_l a G" L L°,;."a: L.;:L:'c, � Permitting Department St. Lucie County ST LUCIE COUN TY ROOFING PERMIT INFORMATION SH EET Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code Building INSTRUCTION PAGE -F iP, Copy COMPLETE THE•NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACHTHEAECQUIRED DOCUMENTS AS'NOTED BELOW: Required Sections of Attachments Required Roof.System the .Permit Application See List Below Form ----------------------- Low'Slope Application. A,B,C 1,2,3,4,6.6,7 Prescriptive BUR-RAS150 - A,B,C 1 2,4,5,6,7 Asphaltic Shingles A,B,D 1,2,45,6,7 Concrete or Clay Tile A,B,D,E I 1,2.3,05,6;7 !Metal Roofs A,B,D 1,2,3,4,6,6;T!Wood.Shingles and A,B,D Shakes _ Other --- - ---Y-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 S. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoF621 Re*Feb 19,2021 ' _ 1 r)CE Section A(General Information) Master Permit No. Process No, Contractors Nam e: may. ` C".r.4 QzaAc License# C 0(p`53 Job Address ROOF CATEGORY ®Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof 0 Repair ❑ Maintenance Reroofing ❑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. I 9 43 ai RIM 26; 44 (1240 11 0 nPSA (4M) V 14 24 S DAS M t 1A1 40 (720) 44 4 24 1 OPPA (64) 34 4 LW`J; Section C(Low Slope Roof). Surfacing: Fill in specific roof assembly components and identify' Fastener Spacing for Anchor/Base Sheet Attachment: -manufacturer Zone OC Lap,,k Rows—@ (if a component Is not used,identify As"NA") Zone i:_"oc Lap,#Rows—@_7 00 System Manufacturer: Zone2- oc,@ ia p,#Rows—0—"cc Product Approval No.: Zone 3--It'oc(9) Lap,#Rows—0) '00 Number of Fasteners Per Insulation:Board: Design Wind Pressures,From RA5.128 or Calculations- Zone 1`, Zode 1:__Zohe 2:—,Zone 3:_ Zone V: . Zone 1- . Zone 2: Zone 3' Illustrate Co mponents Noted and Details as Applicable: Max. Design'Pressure,from the:specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system; Flas.hing, Continuous Cleat, Cant Strip, Base Flashing, Co,unterfashing,Coping,Etc.r Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type. Flashing,Component Material,Material'Thickness;F I astener Type,Fastener Spacing or Submit Manufacturers Details that .Gauge Thickness: Comply with RAS 111 and Chapter.16.. Slope: Anchor/Base Sheet&No.df Oly(s): .Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer': Base Insultation Siie and Thickness: Parapet Base insulation Fastener/Bonding Material; Height Top Insulation Layer: Top Insulation Size and Thickness; FT. Top Insulation Fastener/Bonding M.alt&iaL Mean Base Sheet(s)&No.of Oly(s): Roof Base Sheet Fastener/Bonding Material: i Height Ply Sheet(s)'&No.Of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply:. Top Ply Faitener/Bonding Material: Section D(Steep Slope Roof System) �+ Roof System Manufacturer:_ V 11 1 Ofl C orro 9,aA n% Notice of Acceptance Number: � ao�,g� ..�.a Minimum Design Wind Pressures,If Applicable(From IIAS 127 or Calculations): Zone 1:E Cv one 2e:�-C9 Zone 2n:1L0_Zone 2r- O Zone 3e: Zone 3r: 6 Deck Type: Type Underlaymen Qm` Cx C Roof Slope: _ : 12 Insulatlon: Fire Barrier: RidgeVentila on? Fastener Type 8 Spacing: �►� �V��C�`e NA Adhesive Typc Type Cap Sheet f Mean Roof Height: T40rie Roof Coverinq: 'Type&Size Drip c Edge: Section E(Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the values for Mr with the values fr.'om Mf.If the'Mi values are greaterthan 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 RA512T {Zone 1: Mg; _ Product Approval Mi (Zone 2e: x;L _ _�—Mg: =M, Product Approval Mr (Zone 2n:. x — Mgr =Mm,.:_ Product Approval Mr '(Zone 2r: x% _ ___)—Mg* =Mr, Product Approval Mf (Zone 3e: -Mg: =Mft Product ApprovalMf (Zone 3r: x _ ---a.—Mg: =Mra, Product.Approval Mr Method 2"Simplified Tile Calculations Per Table`Below" Required Moment of Resistance(Mir)From Table Below Product Approya(Mi M,required Moment Resistance* ` Mean Roof Height Roof Slope 15' 20' i 25' 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 _-1_ _ 7:12 2 .4 25.9 2711 28.2 i 30; *Must be used in conjunction with a.list of moment based tile systems •For Uplift based the systems use Method 3.Compare the values for F'with the values for F'r If the F'va)ues are greater.than or equal to the Fir 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 =x W:=_)-W: cos r =Frze . Product Approval F' (Zone 2n: x L =x W: -W: -cos r =Frzr, 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 =Fr3e Product Approval F' (Zone 3r: x L =x W:= }-W: cos r =Fr3e Product Approval F' 4 -Where to Obtain Information Description Symbol -- Where to find From�applicable table in RAS 127 or by an engineering analysis :Design Pressure Zones 1,Ze,Zn,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Height H )ob Site Roof Slope 9 -Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance Mr Product Approval - Pp Required Moment Resistance Mg Calculated _ Minimum Attachment Resistance I F' — Product Approval Required Uplift Resistance F, (Calculated Average Tile Weight W Product Approval Tile Dimensions L=length W=width Producf Approval All calculations must be submitted to the building official at the time of permit application.