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Home My WebLink AboutROOF INFO 3702 PROMENADE WAY 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 1,2,3,4AA7 Prescriptive BUR-RAS 150 I 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 1,2,3,4,5,6,7 Wood Shingles and 1,2,4,5,5,7 -I Shakes Other I As Applicable 1,2A4.8,6,7 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 5, Municipal Permit Application 5. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18.2D21 Section A(General Information) Master Permit No. Process tNo, Contractors Name:T4"M U10, Ct,osa l26\4;AtLicensep CC'r-133b e53 Job Address. 3s 703 !�Jtp mt CA AC %.1et�. ROOF CATEGORY ❑Low Slope 17 Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles IQ Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS ISO ROOF ROOF TYPE 0 New roof 0 Repair 0 Maintenance 11 Reroofing ❑Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total ISF) 325i 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. M a w sis prvn i :> 16 M � �P ¢M �fMl 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_®_"Do (If a component is not used,identify as"NA") Zone I " oc @ Lap,#Rows_® 00 System Manufacturer: Zone 2:_"oc @ Lap,#Rows _ —'00 Product Approval No.: Zone 3:_" oc @ Lap,#Rows ®_"o0 Number of fasteners Per insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1':_--Zone la 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 Woodblocking, 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: t FT. I Insulation Base Layer: — -- Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: I Top Insulation Size and Thickness: _ _ _ I FT. Top Insulation Fastener/Banding Material: Mean Base Sheet(s)&No.of Ply(s): -- --- - Roof Base Sheet fastener/Bonding Material: Height Ply Sheet(s)'&No.of Ply(s): I Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: ST. LUCIE Section D (Steep Slope Roof System) Roof System Manufacturer:_ -15'k 6 O n M h rl6qe. Notice of Acceptance Number: F4 3a3io - 121. Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): '�-Zone 1 Zone 2e'.Q Zone 2n:_ 7one 2r: sw lone 3e: one 3r: Deck Type: y wood Type Undarlayment t/ QAJ . Raof Sbpe: 12 Insulatiorr. Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: dd10: 12 e I I Adhe"lype: 1- '/Y in :S iae� btinc -Pipe Cap Sheet [---_ Mean Roof Height: Z Sfa r t c Roof Covering: Type&Sim Drip ax3 D i Edge: ST• LUCIE Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mi.If the M,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 RA512T (Zone1: _x)L__e —.l-Mg:_=ltld_. Product Approval M (Zone2e: _xx`: �—Mg:_sV .__ Product ApprovalM• (Zone2n: _xl,_= _�—MV:_sAAr_ Product Approval Mi (Zone2c _xl,_. _ I—Mg* Mm— product Approval Mi (Zone3e: _xX—= ,_)—Mg:_=My` Product Approval Mi (Zone3r: —_x3.^:< ._.)—Mg:_=M*! Product Approval Mi Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval Mi M,required Moment Resistance" Mean Roof Height Roof Slope 15' 217 25' 30' 40 2:12 34.4 t 36.1 �- 38.2 39.7 42.2 3:1.2 32.2_ 34,4 -60 1 37.4 39.8 r 4:12_ �3M4 , 32.2 _I 33.8 35.1 37.3 —j _ S:12 _28.4 30.1 31.6 32.8 34.9 6:12 26.4 2&0 _ 29.4 � 30.5_ 32.4� _ 7:12 —24,4 j _ 25.9 _ 27.2 _28.2 30.0-----111 •Must he used in conjunction wRh st of a il moment based the systems •For Uplift based tile 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 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=F,:_. Product Approval F' (Zone 2e:_x L=x W:= )-W:______cos r =Frz<_ Product Approval F' (Zone 2m^x L_=x W;=_�-W:_cos r=Frm_ Product Approval F' (Zone 2r:_x L^x W:=__)-W:�cos r=F.,,_ Product Approval F' (Zone 3e:_x L_x W:=___ )-W:_cos r=Fro._ Product Approval F (Zone 3r:_x L=x W:- f-W:—Cos r_Fn, Product Approval F' Where to obtain Information 1 Description _Symbol —__ _ Where to find From applicable table In RAS 127 or by an engineering analysis Design Pressure Zones 1,2e,In,2t 3e,3r prepared by PE based on ASCE 7_ Mean Roof Heigh H Job Site Roof Slope I 8 Job Site Aerodynamic Multiplier _1 product Approval Restoring Moment due to Gravity--It— Ma Product Approval Attachment Resistance Mi Product Approval Required Moment Resistance Mc 7Wleulated_ rMinlmum Attachment Resistance I F' Product Approval Required Uplift Resistance F, Calculated Average The Weight W Product Approval (Tile Dimensions L=length W=width Product Approval , — ( 11 aIculadons must be submitted to the building official at the time of permit application.