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Home My WebLink AboutROOF INFO 3336 HATCHER ST `1: L�c1�L ST. LUCIE 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-RA5 ISO A,B,C 2,4,5,6,7 Asphaltic Shingles A, B,D 12,4,5,6,7 Concrete or Clay Tile A,B, D,E 1,2,3,4,5,9,7 Metal Roots A, B, D 1,2,3,4A,6,7 Wood Shingles and A, B, D 1P.4,6,6,7 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. Des7gn Calculations per Chapter 16,or if applicable, RAS 127 or RA5 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 i8,2021 Section A (General Information) Master Permit No. Process No. Contractors Name: �Col.SGre,. Cj, 94 P09% License# lr cc 3 Job Address 3336 l-Ia CArr T�- ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ClAsphaltic Shingles IMMetal Panel/Shingles OWood Shingles/Shakes O Prescriptive BUR-RAS 150 Roof ROOF TYPE, 17 New roof ❑ Repair f] Maintenance K Reroofing ORecovering ROOF SYSTEM INFORMATION �1 Low Slope Roof Area(SFI Steep Sloped Roof Area(SF) Total(SF).. 9 Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow swppern and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. d I „u - i 1 I 1 LF _...J ST. LUCIE Section C(Low Slope Roof) surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':_"oc @ Lap,#Rows_®_o0 (If a component is not used,identify as"NA") Zone 1:_."oc @ Lap,#Rows_®_m System Manufacturer: Zone 2:_"oc @ Lap,#Rows—®_oc Product Approval No.: Zone 3:_"oc @ Lap,#Rows_®_'oc; 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 3: 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.. Deck: indicate: Mean Roof Height, Parapet Height, Height of Base Type' Flashing,Component Material,Material'Thickness,Fastener Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT' 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 Material: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'& No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: l ST. LUCIE Section ❑(Steep Slope Roof Systemrr),, Roof System Manufacturer: V h ! or1 a r{}a Ck Notice of Acceptance Number: .l e AO4 eel - ka Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 7::!Qa-Zone 2e_.;.-GSZone 2n:bone Zr:-Done 3e l 1 OZone 3r: Deck Type: �]0 0 CA _ _ -..--- Type Underlayment Roof Slope: _ 12 insulation: Fire Barrier: Ridge Ven#Iatian7 Fastener Type&Spacing: Lr n� Q L 6 w Adhesive Type: Type Cap Shoet C — Mean Ruct Height: _ .S b�� Roof Covering: Type&Sim Drip Edge: ST. LUCIE Section E(Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the values for M,with the values from Mt.If the Mf values are greater than or equal to the M,values,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zones: —x).—= _)—Mg;_=iU,l_ Product Approval (Zone 2e; _x x`= _)—Mg: =M2,_ Product Approval Mr (Zone2n: _x)._= I—Mg:_=Me, Product Approval Ms (Zone 2r �x)L_= _)—Mg: =Me Product Approval Ml (Zone 3e: —x)L--= _ I—Mg:_=M,a,— Product Approval Mt— (Zone 3r: —xl—a _ )—Mill:_=M„_ Product Approval M, Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mr _M,required Moment Resistance`_ J - -- Mean Roof Height Roof Slope 15' 20, 25' 30' —T 40' 2:12 _ 34.4 36.5 38.2 _ 393 _ 42.2 3:1_2 32.2 _ 34.4 36.0 37.4 _T 39.8 _ 4:12 30.4 _ 32.2 33.8 ----��_35.1 37.3 5:12 _ _28.4 30.1 _I_ 31.6 _32.8_ _ 1 34.9 6:12 26.4 28.0 _ 29.4 30.5_ _32.4 — 7:22 _ 2d.4 j _259 27.1 _ 28.2 _30.0 --I "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 P values are greater than or equal to the F,values,for each area of the roof,then the the attachment method Is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 12T (Zone 1:_x L_=x W:=_) -W:_cos r =Fa Product Approval P (Zane 2e:_x L=x W (-W:_cos r`F,=,_ Product Approval F' (Zone Zn:_x L=x W:=!)-W:_cos r=F,N_ Product Approval F' (Zone 2r:_x L=x W:=_)-W:_cos r=F,u_ Product Approval F' (Zone 3e:_x L_x W:=�-W:_cos r_F,3,_ Product Approval F' (Zone 3r:_x L=x W:=_)-W: cos r =F,3,_ Product Approval F' _ Where to Obtain Information Description_ Symbol _ Where to find , From applicable table In RAS 127 or by an engineering analysis Design Pressure Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Heigh H 1 ba Site Roof Slope _ __ B Job Site Aerodynamic Multiplier 1 Product Approval Restoring Moment due to Gravity` Mr Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance M, (Calculated_ Minlmum Attachment Resistance- F _ I Product Approval Required Uplift Resistance F, — Calculated Average Tile Weight _ W _ Product Approval Tile Dimensions I L=length W=width Product Approval Ail calculations must be submitted to the building official at the time of permit application,