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Home My WebLink AboutKarla Boles Roofing Information CombinedForm RoofInfoFeb21 Rev Feb 18, 2021 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: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A, B, C Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D Concrete or Clay Tile A, B, D, E Metal Roofs A, B, D Wood Shingles and Shakes A, B, D Other As Applicable 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 Section A (General Information) Master Permit No. Process No. Contractors Name: ____________________________________ License # _______________________________ Job Address ROOF CATEGORY Low Slope Mechanically Fastened Tile Mortar/Adhesive Set Tiles Asphaltic Shingles Metal Panel/Shingles Wood Shingles/Shakes Prescriptive BUR-RAS 150 ROOF ROOF TYPE New roof Repair Maintenance Reroofing ROOF SYSTEM INFORMATION Recovering Low Slope Roof Area (SF) ________ Steep Sloped Roof Area (SF) _________________ Section B (Roof Plan) Total (SF) _______ 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. Southeast General Contractors Group, Inc. CCC1330002 8604 Salerno Rd. Fort Pierce, FL 34951 2,608 sqft. 2,608 sqft. See Attached 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 1': ___ 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 Zone 1:" oc @ Lap, # Rows Zone 2:" oc @ Lap, # Rows Zone 3:" oc @ Lap, # Rows 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, Counterflashing, 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 1 11 and Chapter 16. FT. FT. Parapet Height Mean Roof Height Section D (Steep Slope Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1:Zone 2e:Zone 2n:Zone 2r:Zone 3e:Zone 3r: Tamko Building Products, LLC - Shingles ; Owens Corning - Underlayment Tamko Shingles - FL#18355.1 ; Tri-Built Underlayment - FL#34539.1 Plywood 15/32" 4 Tri-Built Underlayment - Self Adhesive 8D 6" O.C. Tamko Shingles Galvalume 2 1/12" Lomanco Omniroll FL#2847.2 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 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: Product Approval Ml (Zone 2e: Product Approval Mf (Zone 2n: Product Approval Mf (Zone 2r: Product Approval Mf (Zone 3e: Product Approval Mf (Zone 3r: Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf 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 6:12 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: ______x L_____=x W:=______) -W:______ cos r______=Fr1______ Product Approval F’____________ (Zone 2e: ______x L_____=x W:=______) -W:______ cos r______=Fr2e_____ Product Approval F’____________ (Zone 2n: ______x L_____=x W:=______) -W:______ cos r______=Fr2n_____ Product Approval F’____________ (Zone 2r: ______x L_____=x W:=______) -W:______ cos r______=Fr2r_____ Product Approval F’____________ (Zone 3e: ______x L_____=x W:=______) -W:______ cos r______=Fr3e_____ Product Approval F’____________ (Zone 3r: ______x L_____=x W:=______) -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 θ Job Site Aerodynamic Multiplier ג 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. SKETCH REPORT Karla Boles Property address 8604 Salerno Road Fort Pierce, FL 34951 Prepared for John Velez 10380 SW Village Ctr Dr-232 Port St.Lucie, Fl 34987 CCC1330002 (772) 678-9309 johnv@southeastcontracting.com QUALITY CODE REVIEWED JW6008S3YK2 DECEMBER 8, 2021 1 Karla Boles December 8, 2021 Property address 8604 Salerno Road Fort Pierce, FL 34951 Prepared for John Velez 10380 SW Village Ctr Dr-232 Port St.Lucie, Fl 34987 CCC1330002 (772) 678-9309 johnv@southeastcontracting.com SKETCH REPORT | PITCH DIAGRAM QUALITY CODE REVIEWED JW6008S3YK2 DECEMBER 8, 2021 SKETCH REPORT | PITCH DIAGRAM 2 Karla Boles December 8, 2021 Property address 8604 Salerno Road Fort Pierce, FL 34951 Prepared for John Velez 10380 SW Village Ctr Dr-232 Port St.Lucie, Fl 34987 CCC1330002 (772) 678-9309 johnv@southeastcontracting.com SKETCH REPORT | MEASUREMENTS DIAGRAM QUALITY CODE REVIEWED JW6008S3YK2 DECEMBER 8, 2021 SKETCH REPORT | MEASUREMENTS DIAGRAM 3 Karla Boles December 8, 2021 Property address 8604 Salerno Road Fort Pierce, FL 34951 Prepared for John Velez 10380 SW Village Ctr Dr-232 Port St.Lucie, Fl 34987 CCC1330002 (772) 678-9309 johnv@southeastcontracting.com SKETCH REPORT | MEASUREMENTS Waste calculation *The suggested waste percentage only applies when installing standard architectural shingles and a closed, single-cut valley system. The calculation includes 2.3 SF per LF of valley, 0.7 SF per LF of hip, 0.25 SF per LF of rake, and 0.25 SF per LF of step. In addition, a 5% handling waste is included. NOTE: This percentage accounts for field shingle waste only. Ridge cap, hip cap, and starter bundles should be accounted for separately. Line measurements Category measurements Pitch measurements Actual +5%+10%+10.64% SUGGESTED WASTE * +15%+20% Squares 26.08 27.38 28.69 28.85 29.99 31.3 Area 2,608 ft.2 2,738 ft.2 2,869 ft.2 2,885 ft.2 2,999 ft.2 3,130 ft.2 Eaves 232 ft. Rakes 50 ft. Ridges 34 ft. Hips 106 ft. Valleys 25 ft. Step 3 ft. Wall 51 ft. Pitch change 0 ft. Ice & water shield 0 ft. Ridge vent 0 ft. Rake edge 0 ft. Eave edge 0 ft. Step flashing 0 ft. Apron flashing 0 ft. Gutters 0 ft. Gutter toppers 0 ft. Down spouts 0 ft. 4/12 23.95 sqs. 1/12 2.14 sqs. QUALITY CODE REVIEWED JW6008S3YK2 DECEMBER 8, 2021 SKETCH REPORT | MEASUREMENTS 4 Karla Boles December 8, 2021 Property address 8604 Salerno Road Fort Pierce, FL 34951 Prepared for John Velez 10380 SW Village Ctr Dr-232 Port St.Lucie, Fl 34987 CCC1330002 (772) 678-9309 johnv@southeastcontracting.com SKETCH REPORT | AREA DIAGRAM QUALITY CODE REVIEWED JW6008S3YK2 DECEMBER 8, 2021 SKETCH REPORT | AREA DIAGRAM 5