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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET0\\ 1 ST. LUCIE WORKS Z2oll'-o5'3r ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET RECEIVED Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code - Building JAN 2 4 2022 INSTRUCTION PAGE St; Lucie County Permitting 'COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application 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 1,2,4,5,6,7 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 Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1j2,3,4,5,6,7 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 Section A (General Information) Master Permit No. Process No. Contractors Name: Abri c�y-_ 13J S �c,,License #I Job Address 14Irl ar v SuW_C_�- SON C"'f ! a,jk,_ CI LX ROOF CATEGORY ❑ Low Slope Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ -Repair ❑ Maintenance PReroofing ❑ Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 6 3 DJ Total (SF) 9p 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. ■■■■■■■■E W 0111111100 ZMZll!•ZZZZZ■ ` J �T. LU G Section D (Steep Slope Roof System) 1 Roof System Manufacturer: &rar I 0 �i Notice of Acceptance Number: P_ 4:! L4 C(, Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Type: Type Underlayment: Roof Slope: 6 42 Insulation: r A 14 r Fire Barrier: Ridge Ventilation? ke Mean Roof Height; _ f 6(grq Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: 80-rcelma q,09 ` Type & Size Drip Edge: 9 Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mrvalues, 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 ) = _) - Mg: = Ma Product Approval Mi- (Zone 2e: x X = _� - Mg: = M,2, Product Approval Mf (Zone 2n: x 2. = _) -- Mg: = Ma, Product Approval Mf (Zone 2r: x ;L _ Mg: = Mm Product Approval Mf (Zone 3e: x _ _) -- Mg: = Mae Product Approval Mf (Zone 3r: Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" i� Required Moment of Resistance (Mr) From Table BelowaCA Product Approval Mfg ° �• Mr required Moment Resistance* Mean Roof Height Roof Slope 15, 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 2 30.1 31.6 32.8 34.9 6: 26.4 " 28.0 29.4 30.5 32.4 7:12 4.4 25.9 27.1 28.2 30.0 *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 F' values are greater than or equal to the Fr 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: _J_� x L.J3 =x W:= G.S ) -W: cos r_ (Zone 2e: _41- _x L_�3_=x W:= 5,5 ) -W: cos r. (Zone 2n: _t-?- x L_I3 =x W:=__Z.5__) -W: cos r (Zone 2r: _] x L 15 =x W:= q. S ) -W: cos r, (Zone 3e: I x LJ_2L_=x W:= k .�S 1-W: cos r, (Zone 3r:1 x L__L2) =x W:= Y.' ) -W: cos r, =Fri Product Approval F' Fl 7-g4Y -A) 5 =FrZe Product Approval F' Fr2n Product Approval F' =Fr2r Product Approval F' Fr3e Product Approval F' =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Zones 1, 2e, 2n, 2r, 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 B Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr 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. ST. LUCIE WORKS Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mrvalues, for each area of the roof, then the tile attachment method is acceptable. (Zone 1: (Zone 2e: (Zone 2n: (Zone 2r: (Zone 3e: (Zone 3r: Method 1'Moment Based Tile Calculations Per RAS 12T -Mg: = Mn -a - Mg: = Mr2 _� -- Mg: -a - Mg: = Mrs _) -- Mg: =.M __--) - Mg: = M Product Approval Mi Product Approval Mf Product Approval Mf Product Approval Mf Product Approval Mf Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" �� Required Moment of Resistance (Mr) From Table Below�Product Approval Mf I 4 ClC( Mr required Moment Resistance* Mean Roof Height Roof Slope 15, 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 - 34.9 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *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 F' values are greater than or equal to the Fr 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: J_� x L__L3 =x W:= CL5 ) -W: cos r =Fri Product Approval F' Fl 7Lg4 Y (Zone 2e: _L-Z-_x L_ _=x W:= ) -W: cos r =Fr2e Product Approval F' (Zone 2n: __t x LJ_2L_=x W:=__L�_) -W: cos r =Fr2" Product Approval F' (Zone 2r: __Li_x L 13 =x W:= q. S ) -W: cos r =Fr2r Product Approval F' (Zone 3e: l x L 73 =x W:= 5) -W: cos r =Fr3e Product Approval F' (Zone 3r: _%x L 1 =x W:= Y.5 ) -W: cos r =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure Zones 1, 2e, 2n, 2r, 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 9 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr 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. S% LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: &dr(c'v" 3a 54' V-C� License # JobAddressAP V iY Cyr �aii+^ CIiX CL 4 �iqP ❑ Low Slope ❑ Asphaltic Shingles ❑ New roof ❑ Repair ROOF CATEGORY PrMechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ Maintenance ❑ Mortar/Adhesive Set Tiles ❑Wood Shingles/Shakes PDReroofing .ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) & 3199 ❑ Recovering Total (SF) .?D0 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 WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: l,,,ora-) m� �"! Aq Notice of Acceptance Number: fiI _ Ai Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck'Type: Type Underlaymenr[KAAO- — I Pee( -Roof Slope: �° 12 Insulation: Fire'Barrier: Ridge'Ventilation?' FastenerType & Spacing: Adhesive Type' Type Gap Sheet Mean Roof Height- f Sfgr 4 Roof Covering: arCe taut ` e . Type & Size Drip Edge: