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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET.� LL! c!LL �L L!'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 i,Z3,4,5,6,7 Prescriptive BUR-RAS 150 A, B. C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tiie A, B, D, E 1,2,3,4,5A7 Metal Roofs A, B, D 1,2,3,4,6,6,7 Wood Shingles and A, a. D I IA4,5,6,7 Shakes Other As Applicable 1,2,3,45,6,7 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 Rovf1nfoFeb21 Rev Feb 1B, 2021 Section A (General Information) Master Permit No. Process No. Contractors Name: /If'Q UCQ, C�[1fA Pw" License 11 3.n 0,5 3_i� Job Address -19's !y r +Jc, fir• ❑ Low Slope ❑Asphaltic Shingles Cl New roof ❑ Repair Low Slope Roof Area (SF) ROOF CATEGORY ❑ Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles 10 Metal Panel/Shingles DWood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ Maintenance $ Reroofing ❑ Recovering . ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) _ Total (SF) IWS 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. MEMO�� M■ M MEMMMOMEMM MMMMMMM■MME MEMO M 0 Sol MEN E MEMMEM11E MEMO ■■■■.■■■11 EEEM MMMMM■MMMM MEE OMOMMMMMMM MEN MEOMMEMMMM MEME MMEM■■MEMM MEMO MEMEMIEMMMM M■MM EMM■ME■O M MEMO E:aEMMMMMMM EEE:MEEEMNEE ST. LUCIE Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component Is not used, identify as "NA") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 Or Calculations: Zone i': Zone 1: _ Zone 2: _Zone 3: _ Max. Design Pressure, from the specific product approval system: Deck: Type: Gauge Thickness: slope: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation 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.— @ _" oc Zone 1—." oc @ Lap, # Rows _ @ _" oc Zone 2—" oc @ Lap, # Rows — ®—" oc Zone 3_" oc @ Lap, # Rows— ®_" oc Number of Fasteners Per Insulation Board: Zone 1':—Zone 1� Zone 2:_Zone 3:_ Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, CounterBashing, 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., FT. Parapet Height � FT. Mean Roof Height ST. LUCIE Section D (Steep Slope Roof System) Roof System Manufacturer: V n i 4„ cO r• Notice of Acceptance Number: Fe- 4.0Sl$H- r?,,j Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): Zone 1 -done 2e: 9y Zone 2n:_Zone 2r: ooZone 3e :-9q Zone 3r: q� Deckiype. Roof Slope: Type Underlayment _ - �� 12 \ Insulation: Fire Barrier: Ridge Ventilation? Fastener Type & Spaoing: r- — /A Adhesive type: Type Cap Sheet IV Mean Root�Height: S Sfar'C \\Roof Covering: 5t/ MG�fgl \ Type & Sim Drip 1� Frim• 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 Mr. If the Mr 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 (Zone _xl,__—)_MI;_=Mn_ Product Approval (Zone2a: _xb:= _j-MB:—=M ,_ (Zone 2n: _xl_=-_J_Mg: —=M Product ApprovalMf Product Approval M. (Zone2r. _,x1_=--- 1_Mg: —=MProduct Approval Mr (Zone 3e: __ x x __= 1 _MG: _= M,sr _ Product Approval Mr (zone 3r: —)(JL_- _„j-M9:—=M,a_ Product ApprovalM, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below_ Product Approval Mr _ _ _Mr required Moment Resistance' _ -- Mean Roof Height Roof Slope 15' 20, 25_ 30' I - � _ ' 40j 2:12 34.4 36.5 38.2 39.7 _ 42.2 3:12 _--- 32.2 34.4 36.0 37.4 74:12 30.4_ --I _39.8 2..35.1 5-12 8.4 31.6 337.3 6:12 30.1 ——r .8 34.9 .28.0 .0.5 32.4 .12_ - -j 24.4 25.9 27.1 28.2 _ 30.0 "Must be used in conjunction with a list of moment based the 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 tile 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= Fray_ Product Approval F'_ (Zone 2n: _x L_=x W =_) -W:_ cps r_ F,:" 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_ F.sr_ 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 Design Pressure Zones 1, 2e, 2n, 2p 3e, 3r 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 -- — 1 Aerodynamic Multiplier a -- ProductApproval --- lrRestoringMoment due toGravity _� _ Mr _ Product Approval Attachment Resistance Mr i Product Approval -- Required Moment Resistance Mr _ Calculated j—._ _ Minimum Attachment Resistance _ F' I Product Approval -—I Required Uplift Resistance _ F, Calculated --- Average Tile —4— _ W Product Approval 'Tile Dimensions _ I L = length W = width ! Product Approval -- -- LII calculations must be submitted to the building official at the time of permit application.