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HomeMy WebLinkAboutAPPROVED, roofing permit infoST. LUC E 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 APPLiCATI©N FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See list Below I Low Slope Application A, 8, C 1R,3,4,6,8.7 Prescriptive OUR-RAS 150 A, 8, C Asphaltic Shingles A, B, D 1, ,4,8,8.7 Concrete or Clay Tile A, B, D, E 1,2,3,4S.6,7 Metal Roofs A, B, D Woad Shingles and A, g, R Ia.4AV Shakes ether As Applicable 1,,3,4,5,8,7 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 RA5 128 4, ther Component of Product Approval 5, Municipal Permit Application — 6. owners !Notification for hoofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb2i Rev Feb 18, 2021 ST. LUCIE WORKS 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; _tone 3; Max. Design Pressure, from the specific product approvat system: Deck: Type: Gauge Thickness: Slope: Anchor/Base Sheet & No. df Piy(s): Anchor/Base Sheet F aste n er/ Do n d 1 ng 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 Piy(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: Surfacing; Fastener Spacing for Anchor/Base Sheet Attachment, Zone 1 ;. *j oc @ Lap, # Rows ® ' oc ' Zone 1:—" oc @ Lap, # Rows ® ^ as Zone z:—" oc @ Lap, # Rows, @ "aa Zone 3 ,._—" oc @ Lap, # Rows. 0 ' Number of Fasteners Per Insulation Board: Zone 1'; Zone 1: lone 2; Zone 3: Illustrate 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, Materiaf' Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. Section D (Steep Slope hoof System) Roof Systerm Manufacturer: JA TAYLOR ROOFING EDGE-LOC 1" STANDING SEAM Notice of Acceptance Number: NOA:18-1023,17 .......... Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: -71 Zorn 2e:�1 Zone 2n: carte 2r:--2J ,,Zone 3e:--J-UZone 3r; Deck Type: IPLYWOOD Type Under#aymert PEEL & STICK-POLYGLASS ARTS Roof Slope. s 12 Insulation: Fire Barrier: L�,e Fastener Type & Spacing: 6" FIELD 14" PERIMETER, 8 ] RINGS NK NAILS Adhesive Type: Type Cap Shot: ........ Mesa Roof Height: 15' FT Roof Covering METAL ^ Type & Size Drip 2" X 2 vz, Edge: ST, LUCIE WORKS Section F (Tile Calculations) For Moment based the systems, choose either Meth ad 1 or 2. Compare the values for M, with the values from Mf. If the Mr values are greater than or equal to the M,values, for each area of the roof, then the the attachment method is acceptable, Method 1'Moment Based Tile Calculations Per RAS 12T {Zone 1: x = ___) „., Mg: kll� Product Approval Mom_ (Zone 2e: x ,�� _ Mg: _ Product Approval M {Zane 2n: x ), ---� -- Mg: � Product Approval M.- ,�,., (Zone 2r: x ), � -- Mg: - M� Product ApprQva€ Mr (Zone 3e: x 1L = ,,..� -- �: = � Product Approval pproval Mf (Zone 3r; _..} - MS: = Product Approval Mr . Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mf) From Table Below Product Approval Mf Mr required Moment Resistance"' Mean Roof Height Roof Slope 15' 20, 211' 30' 40' 2:12 3:12 34.4 32.2 36.5 38.2 34.4 3s.0 39.7 42.2 37.4 39.8 4:12 30.4 S2,2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 SW 25.4 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 the systems • for uplift based the 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 Ff values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RA51,2T (Zone 1: x L =x W.,- ) -W: cos r =Ffi Product Approval F' (Zone 2e: x L =x W:= ) -W: cas r =F;u Product Approval F' (Zone 2n: x L =x Vol:= ) -W; cos r =Fr2n Product Approval F' (Zone 2r: x L =x W:= ) -W., cas r =F,2, Product Approval F' (Zone 3e: x L �x W7= ] -W: Cos r =F,3a Product Approva€ F' (Zone 3r: x L =x W:=-___j -W: cos r =F,3, Product Approva€ F'