Loading...
HomeMy WebLinkAboutroof info 1998 shinn rd(1) `T, Ll!LLL ST. LUCIE I � 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 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 ASphal Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,-B,D,E IIAS4,S,B,7- Metal Roofs A,B,D 1,2,a4AK,,7 i Wood Shingles and A,B,D 12.4.5.6.7 Shakes Other As Applicable 1RA4,6,6,7 ATTACHMENTS REQUIRED As Applicable): I f 1. Fire Directory Usting Page 2. From Product Approval: Front Page Specific System Description Specific System Umltatlons General Llmltations Applicable Detail Drawings 3. . Design Calculations per Chapter 16,or if applicable,RAS 227 or RAS 123 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 RoofinfoFeb21 Rev Feb 18,2021 Section A(General Information) Master permit No. Process No. Contractors Name.-�er_"u*e. C,orl 1�A »a Licensed `7 3 Job Address 1� ROOF CATEGORY ©Low Slope ©Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles ZMetal Panel/Shingles QWood Shingles/Shakes 0 Prescriptive SUR-RAS 150 ROOF ROOF TYPE a New roof fl Repair 0 Maintenance A:Reroofing ©Recovering ROOF SYSTEM MFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total jSF7Q_q_a 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. .1 %� � l 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,ft Rows_# oo (If a component is not used,Identify as"NA") Zane 1:_"oc @ Lap,M Rows_®—'oc System Manufacturer: Zone 2:—" oc @ Lap,g Rows—®_'or Product Approval No.: Zone 3:_" oc @ Lap,fl Rows—41 oc 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, CounterRashing,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. i 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/8onding Material: ST. LUCIE Section D(Steep Slope Roof System) � Roof System Manufacturer: U Y7 n l/ Ll r Notice of Acceptance Number: G Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations)- Zone 1:-f"7 Zone 2e-nY Zone 2n: Zone 2r done 3e--9yZone 3r: — 1 Deck Type: L/ L4 as a Type Underlayment Roof Sbpe: 12 insulation: Fire Barrier: Ridge N/� 7 Fastener Type&Spachg: i S Cra w s Gv ei7 C i �cC Adhestve Type: Type Cap Sheet Mean Rod Heeight: Roof Covering 5v I�G 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 valuesfrom M,.If the M,values are greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: —x L—= _)_Mg: rye_- Product Approval M t2one2e: ,x)L_= _)-Mg:_=M, _ Product Approval IM, (Zone 2n: _x L__ _)-Mg:_=Mm,_ Product Approval M, (Zone 2r: _X; _)-Mg:_=M,r,_ Product Approval M, (Zone3e: _xL_= _)-MG:_=M,a,____ Product Approval M, (Zone 3r: —X)--a )-Mg:—=M,a— Product Approval M, Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(M,)From Table Below Product Approval M, _ Mr required Moment Resistance' _ Mean Roof Height Roof Slope 15' 20' 25, 1 30' _ 40' _ 2:22 1 34.4� 36_S 38.2 -t— 39.7 _ 42.2 _ 3:12 _32.2_ 34.4 36.0 1 37.4_7 39.8 4:12 _T 30.4 'I 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 7:12 24.4 25.9 �_ 27.1 2a.2_ _30.0_ 'Must be used in conjunction with a list of moment based file systems •For Uplift based tile systems use Method 3.Compare the values for F'with the values for F,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 =F,s._ Product Approval F' (Zone 2w x L, x W:=_)-W:_cos r =Fr2 Product Approval F' (Zone 2r:_x L=x W:=_---_j-W:_cos r_-F,nr_ Product Approval F' (Zone 3e:rx L=x W:=_)-W:_cos r_F,3._ Product Approval F' (Zone 3r:_x L=x W:=_J-W:_cos r =F,3,_ Product Approval F' f _Where to Obtain Information ) Description symbol—_—�_`_ Wheretefind _ Design Pressure Zones 1,2e,2n,ir,3e,3r From applicable table in RAS 127 or by an en ee ginring analysis _ prepared brj PE based on ASCE 7 Mean Roof Height H lob Site Roof Slope 0 lob Site _ Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Ma Product Approval hAttachment Resistance �_ Mr jProduct Approval_ Required Moment Resistance Mr !Calculated I Minimum Attachment Resistance + F _ Product Approval f __ Required Upltft Resistance F, _ Calculated_ _ Average Tile Weight W Product Approval Tile Dimensions L=length W=width Product Approval,All calculations must be submitted to the building official at the time of permit application,