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Home My WebLink AboutROOFING PERMIT INFORMATION SHEET CS"t, LU L IZ zi% co�-?L � . ST. LUCIE WORKS L 0 L, 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: 1 Required Sections of Attachments Required Roof System the Permit Application See List Below Form 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 Meta Roofs A, B, D 1,2,3,4,6,6,7' Wood Shingles and A, B, D 1A4,5,6,7 Shakes Other As Applicable 1,2,44,5,6,7 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. LUCI E Section A (General Information) Master Permit No. Process No. Contractors Name: WEATHER-TECH ROOFING&WATERPROOFING,INC License# CCC 133 0222 Job Address 7710 S FEDERAL HWY ROOF CATEGORY / [ILow Slope ❑Mechanically Fastened Tile HMortar/Adhesive Set Tiles ❑Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE- 0 New roof ❑ Repair ❑ Maintenance 151 Reroofing ❑Recovering .ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) N/A Steep Sloped Roof Area (SF) 1'7 12,u Total (SF) � g Section B(Roof Man) 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. 1 i I � . i _ i =R, Premium Report e a g evi ew ,� 10J9/2021 LENGTH DIAGRAM Total line Lengths: Valleys 177 ft Flashing = 49 ft Ridges= 259 ft Rakes = 285 ft Step flashing = 98 ft Hips 256 ft Eaves= 704 ft Parapets = 0 ft 37 37 m N t5 19 m 04 N sj sy�t o0 4, 29 30 1g S7 co ro + F/ L + 17 15 N N 21 18 20 18 �! 32 E N s w Note: This diagram contains segment lengths(rounded to the nearest whole number)over 5.0 Feet. In some cases segment labels have been removed for readability. Plus s i ns preface some numbers to avoid confusion when rotated (e.g. +6 and +9 KUS-2021£e9.e 1'ie+•recnnofae�es,Inc.and Pictomew lnterm anal Corp.—Ail Rr:nt<R?s ved—Protected Ly£urcpean Patent ApOcal:cn No,10162199.3—Covered None or mere of U c.Patent NO5.8,07S,436:S.145,5'8;5.170,5.30; 3.209,152 8.515,125 6.875,434;9 135,77;B 670.961:9.514.568;8,818,7:0;g,5a2,g80;9,7_4.589;9,329,749;9,599A66.Ctfier Patents Pend'ag. PAGE 4 ST. LUCIE Section C (Low Slope Roof.) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':_" oc @ Lap,#Rows @ "ac (If a component is not used, identify as "NA") Zone 1:—" oc @ Lap,#Rows ® "oo System Manufacturer: Zone 2:_" oc @ Lap,# Rows @ woo Zone 3:_" oc @ Lap,#Rows @ "aa Product Approval No.: /nn er of Fasteners er Insulation Board: Design Wind Pressures, From RAS 128 Or Calculations: : Z e 1: Zone 2: Zone 3: Zone 1': Zone 1: Zone 2:_Zone 3: te Co ponents Noted and Details as Applicable: Max. Design Pressure, from the specific product approvalfo rng, Gutter, Edge Termination, Stripping, system: Continuous Cleat, Cant Strip, Base Flashing, rflashing,Coping, Etc.. Deck: e: Mean Roof Height, Parapet Height, Height of Base Type: g,Component Material, Material'Thickness, Fastener astener Spacing or Submit Manufacturers Detailsthat Gauge Thickness: with RAS 1 11 and Chapter 16.. Slope: Anchor/Base Sheet& No.df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: Tap Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding Ma erial: Mean Base Sheet(s) & No. of Ply(s): - Roof Base Sheet Fastener/Banding ateriai: Height Ply Sheet(s)'& No.of Ply(s):, Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: Cr0('n i�r ' Notice of Acceptance Number: �,F] )-1-Dy,�"' Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1: �� Zone 2e::-CL—Zone 2n. Zone 2r: 'done 3e:-/" Zone 3r: Deck Type: Type Underlayment: �- _ P6 �Q Roof bpe: T2 Insulation: Fire Barrier: �1 Ridge Ventilation? Fastener Type&Spacing: 1141'rliVX40 Adhesive Type: Type Cap Sheet uo � r 7W �YIGfX Mean Roof Height: Roof Covering: E Type&Size Drip 3,Y✓Z ��' qa v Edge: 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 Mr.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: `7/ x X L 3/3=-)123)_Mg: 8,I =lv�-,3/.033 Product ApprovalMi (Zone2e: XR _ -Mg; =M,;.7193 Product Approval Mf (Zone 2n: x.X = -L-J--Mg; =Mom,- Product Approval Mf (Zone 2r: �+ X;1. =�N83)-Mg: M-37- 3 Product Approval Mf (Zone 3e: -111 x% =N.71�b-Mg: -M - .553 ea Product Approval Mf (Zone 3r: X _ -::J-Mg: =M&- 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 =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Fae Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fran 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 =F63 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 6 Job Site Aerodynamic Multiplier . 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.