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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET< ,- ST. LUCIE WORKS 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 I-tow Slope Applic~ A, B,C 1,2,3,4,5,6, 7 · Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A,B,D 1~,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,<l,5,6, 7 'Metal Roofs A,8,0 1,2,3,4,5,S:7 Wood Shingles and A,8,0 1~,4,5,6,7 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. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 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 18, 2021 ST. LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: ! .e, O JS o O f,J Job AddrP<S J o L R 1k m ·, e.. C r . License# __ c_c_c._i_3_i.._~_'f_o_2.. __ m<o:s1ope Asphaltic Shingles New roof Repair Low Slope Roof Area (SF) (,pot> ROOF CATEGORY ~anically Fastened TIie ra'M etal Panel/Shingles -----Mortar/Adhesive Set Tiles Shingles/Shakes Prescriptive BUR-RAS 150 ROOF ROOF TYPE. Maintenance ~oofing Recovering . ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) _"--/f_D_o __ _ Total (SF) Z-I OD 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. ST. LUCIE WORK S Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") s,, .. m Mao,ract,rec, 1' a I~ ja,JJ Product Approval No .: 1; £/ • .i ( R 2. 7) W -2.09 Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': -31 Zone 1: -IP</ Zone 2: -ilf Zone 3: ----- Max . Design Pressure, from the specific product approval system: -jo . 0 ' (_ .5whlYI C.. L.an~) Deck: Gauge Thickness: ________ _ Slope : ___ 0_·~,._•_z. ________ _ Anchor/Base Sheet & No . df Ply(s): _____ _ Anchor/Base Sheet Fastener/Bonding Material: £ 0 :tj IMJ .5 tl-V S A lnsultione Layer: ________ _ Base lnsultation Size and Thickness: ____ _ Base Insulation Fastener/Bonding Material: Top Insulation Layer:---'---~---- Top Insulation Size and Thickness: _____ _ Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): ______ _ Base Sheet Fastener/Bonding Material: Ply Sheet(s)' & No. of Ply(s): ______ _ Ply Sheet Fastener/Bonding Material: Top Ply: ____________ _ Top Ply Fastener/Bonding Material: Surfacing: _____________ _ Fastener Spacing for Anchor/Base Sheet Attachment : Zone 1'·--" oc@ Lap,# RowS--@ -• 00 · Zone 1_· _,, oc @ Lap, # Rows -@ -• 00 Zone 2·--" oc@ Lap,# ROWS--@_. oc . Zone 3·--" oc@ Lap,# ROWS--@_. oc . Number of Fasteners Per Insulation Board: Zone l'· __ Zone 1· __ Zone 2:-Zone 3:-- lllustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterfiashing, Coping, Etc., Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material' Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16 .. rJ/lt FT. 0 Parapet Height I\ FT. Mean Roof Height ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer; __ .:!::.():.:j1ut'.'.!JQ.l&!!'.'1~·•..!.(_..1.l'.1ts<....!fi~a.,_:_l,:_.J ____________ _ Notice of Acceptance Number: .3015 1.'/ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): . S- Zone 1:_:Z'.:fz one 2e: -7'fzone 2n:..:1i..zone 2r:_i/)[;z,one 3e:-:J..(;LZone 3r: -/2 f . I Rklge ventlalion? Nill . Deck Type: I E kJ via o d. 5/~ CD )( Type Underlayment I Ti±a VI 1 \J M P,S\ J .3 Q lnsu~tio~iL-__ _.:N...:!...../-/~A.:,__ ______ _,I 7 Fire Barrier: LI _.LlNL....l-/ ....1...A1.-----------' I Fastener Type & Spacing: L..I _1_2_'_1 _"'1~(},.,c..;;X,___o --~----' Adhesive Type: Type Cap Sheet ._I __ N.:...i/'-lr ____ --l !Mean RoofHeight: riff J rf.{,1/J,,I .z~ .... 1.s ''l.s,,~p1.,,1c.. IZx Z. J 6./V , / !fpwi Is r/' D-L - ST. LUCIE WORKS Section E {Ti le calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mr 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 TIie Calculations Per RAS 12T (Zone 1: __ xl. __ = _J-Mg: __ =ftt,,__ Product Approval M._ __ _ (Zone2e: _·. _. xl. ___ = __)-Mg: __ =Mo2o--ProductApprovalM..,__ __ _ (Zone 2n: · __ x l. __ = __)-Mg: __ = M.an--Product Approval M,,__ __ _ (Zone2r: _. _xl. __ = __)-Mg: __ =M12r--Product Approval M, ___ _ (Zone3e: ;__xl. __ = __)-Mg: __ =M.a.--Product Approval M,__ __ _ (Zone3r: _, _xl. __ c __)-Mg: __ :::M,.__ Product Approval M,___~-- Method 2 "Simplified Tile Calculations Per Table Below" / Required Moment of Resistance (Mr) From Table Below ___ Product Approval Mi--- Mr required Moment Resistance* Mean Roof Height Roof Slope 15' 20' 25' 2:12 34.4 36.5 38 .2 3:12 32.2 34.4 36.0 4:12 30.4 32.2 33.8 5:12 28.4 30.1 31.6 6:12 26 .4 28.Q 29.4 / 7:12 24.4 25.~""-.. 21.1 I *Must be used in conjunction with a list of moment ba d tile stems 30' I 3!¢ fi7.4 /35.1 1/ 32 .8 30 .5 28 .2 I 40' 42.2 39 .8 37 .3 34.9 32.4 30.0 • For Uplift based tile systems use Method 3. Compare t values 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 t e attac e method is acceptable. Method 3 "Uplift Based e lculation Per RAS 12T (Zone 1: ___ x L __ =x W:= _) -W: cos r F(1___ Product Approval F' ____ _ (Zone 2e : __ x L __ =x W := _) -W: cos r = __ Product Approval F' ____ _ (Zone 2n: ___ x L __ =x W := _) -W: cos r =Fr2n__ Product Approval F' ____ _ (Zone 2r: ___ x L __ =x W:= ___ ) -W: ___ o ___ =Fr2r __ Product Approval F' ____ _ Product Approval F' ____ _ Product Approval F' ____ _ (Zone 3e: x L =x W:=_) -W: r =foe (Zone 3r: ___ x L __ =x W:.., cos =Fr3r __ "\. .,W~o Obtail Information Description Whereto find Design Pressure Zones yfe, 2n, 2~r From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height / H Job Site Roof Slope / 8 Job Site Aerodynamic Multiplier I Product Approval Restoring Moment due to Gravity / Mg Product Approval Attachment Resistance I M1 Product Approval Required Moment Mg Calculated Minimum Attachment Resistance F' Product Approval Required Upl ift Resistance Fr Calculated Average Tile Weight w Product Approval Tile Dimens ions L = length W = width Product App rova l All cal culations must be submitted to the building official at the time of permit application.