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HomeMy WebLinkAboutInstruction Page Section A-c & D�Vq ST. LU IE WO RKS ORKS ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET RECEIVED Florida Building Code 7th Edition (2020) MAR 2 4 2022 Based on Section 1525 of the Florida BuildingCode - Building St.. Lucie County g Permitting 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 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 Wood Shingles and Shakes A,B,D IA,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 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 UE COPY azoo- v ado REVIEWED FOR CODE COMPLIANCE ST�COUNTY slzv ST. LUCIE WORKS Section A (General Information). Master Permit No. Process No. Contractors Name: Advanced Metal Roofing, Inc. D/B/A Brilliant Roofing License # CCC1327906 Job Address 5999 Citrus Ave, Fort Pierce ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles IN Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance IN Reroofing ❑ Recovering _ ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 4100 Total (SF) 4100 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. See Roofr Report - Attached t ,At Itole ,k.�� �. i��.••-,�r•16v E'yt`asi�)M�' yl'1 "t«i ;a��( �-':� t xt,9 ek':#+'�.t ''k'.. ` lbw ,t�..�1 ,• 'r 1 � t' A I `. 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Y"a�k .rt� :; -i� � f rid Y aFgYi�p y�„ it ..'''tya.,�.� �"�t ��i'�a � x •�,.r�.,,•�.`�'wn, r2 r4:..ti ��- i Y� .ram 4 3��.:�„w + q`4t F� '$u�'q. ��i -+yam '�7,�3 s '��,.r�} �es- .�.�j��`" r a. 4 � y w i 7�i�Y��rrt� �:• r � 4 s Y' -.d a y,.� y.S• �t., J4 ,f r x r 1h sw r ' '' ..k�V. {A�t'�+ ���, _ ,� .� A`��-� �.� �,'," �`�;;�,_ _ �' _ + .��'�:•�� I ,.near"rnaP,�.�; A& iv�,p.,'{gyrxy r+�.','` i -dt 'fs r ; T7�I'• ;5ivr� I t/ 47,1 '. PAP 7�'~r •� t�'r t r I+•� 't. `� a�r•`d 1 1 •''Y c fi `..y ,e iy L' l •' - dtir. � ,� '{�,t' tt -fie" F - y I��"y,.�y� �..P'X ktyt � ' ? 1; . ' �, • , ~ e- a+ t „;a rxi A ' � I y� r � � r". S� '. �`{,t(�I#'' � ~P i�`r6 i.•Pk r S � ., ..i'1�'f, � i ♦s , �� r'' C ++. 1p '4 t.R, r i�• +'4 tiP I' i.. +rr : :rr �� Y ,a:»;. E�x'`' r 1,. + , \�M t 'ai 1n v w Sw + • d �,tr �,,,� d1 �, o„�i""L` � r l 1Y rY+♦ S✓'.si ,i .,# r :.r' Prepared by ® roofr Diagram 5999 S Citrus Ave, Fort Pierce, FL 34982, USA N WE 5 This report was prepared by Roofr. Copyright © 2022 Roofr.com I All rights reserved. 3 Prepared by © roofr Length Measurement Report 5999 S Citrus Ave, Fort Pierce, FL 34982, USA WINE Eaves 261 ft 6in MINE Valleys 39ft 10in NINE Hips 10ft 7in MINE Ridges 11 Oft 2in NINE Rakes 221ft 10in son Wall Flashing 131ft 10in all Step Flashing 57ft 4in PINK Transitions Oft Oin SEEN Parapet Wall Oft Oin MINE Unspecified 61 ft 2in 16 17 16 N N w +E s Note: The above diagram contains measurements that have been rounded up. 6 and 9 are written •6 and •9 to avoid confusion. Some edge length totals have been hidden from the diagram to avoid overcrowding. Flashings are depicted as dotted lines. This report was prepared by Roofr. Copyright © 2022 Roofr.com I All rights reserved. 4 Prepared by ® roofr Area Measurement Report 5999 S Citrus Ave, Fort Pierce, FL 34982, USA Total Roof Area: 4265 sqft Predominant Pitch: 7/12 Pitched Roof Area: 3918 sqft Predominant Pitch Area: 1850 sqft Flat Roof Area: 346 sqft Unspecified Pitch Area: 0 sqft Two Story Area: 0 sqft Two Layer Area: 0 sqft N WE S Note: The above diagram contains measurements rounded to the nearest whole number. The total at the top of the page is the sum of all the unrounded (exact) measurements, which is then rounded. Flashings are depicted as dotted lines. Deleted facets, which are not labeled with area, (Skylights, Chimneys, AC units) are omitted from area sums. S This report was prepared by Roofr. Copyright © 2022 Roofr.com I All rights reserved. Prepared by © roofr Pitch & Direction Measurement Report 5999 S Citrus Ave, Fort Pierce, FL 34982, USA N WE S Note: Flashings are depicted as dotted lines. Deleted facets do not have a pitch and therefore are not labeled. This report was prepared by Roofr. Copyright 0 2022 Roofr.com I All rights reserved. 6 Prepared by © roofr All Structures Summary 5999 S Citrus Ave, Fort Pierce, FL 34982, USA Measurements Total Roof Area 4265 sqft - Total Pitched Area , 3918 sqft Total Flat Area 346 sqft Total Roof Facets 14 facets Predominant Pitch 7/12 Total Eaves 261 ft 6in Total Valleys 39ft 10in Total Hips 1 Oft Tin Total Ridges 110ft 2in Total Rakes 221ft 1Oin Total Wall Flashing 131ft 1Oin Total Step Flashing 57ft 4in Total Transition Oft Oin Total Parapet Walls Oft Oin Total Unspecified 61ft 2in Hips + Ridges 120ft 9in Eaves + Rakes 483ft 4in Pitch 0/12 3/12 7/12 10/12 Area (sqft) 346 971 1,850 1,098 Squares 3.5 9.8 18.5 11.0 Waste % 0% 10% 12% 15% 17% 20% 22% Area (sqft) 4,265 4,692 4,777 4,905 4,991 5,118 5,204 Squares 42.7 47.0 47.8 49.1 50.0 51.2 52.1 We've calculated the waste percentages you might expect for this job. A number of factors are involved in determining which waste percentage to use including: how, complex the roof is, and your roof application style. These numbers only include the roof area. You will also need to calculate the quantity of materials you will need for hips, valleys, ridges, and starter lengths? This report was prepared by Roofr. Copyright 0 2022 Roofr.com I All rights reserved. Prepared by © roofr Material Estimate 5999 S Citrus Ave, Fort Pierce, FL 34982, USA Product Unit Waste (0%) Waste (10%) Waste (150/6) Waste (20%) Shingle (total sgft) 3,919 sgft 4,310 sgft 4,506 sgft 4,702 sgft IKO - Cambridge bundle 118 130 136 142 CertainTeed - Landmark bundle 120 132 138 144 GAF - Timberline bundle 120 132 138 144 Owens Corning - Duration bundle 120 132 138 144 BP - Mystique bundle 120 131 137 143 Starter (eaves + rakes) 484 ft 532 ft 556 ft 581 ft IKO - Leading Edge Plus bundle 5 5 5 5 CertainTeed - SwiftStart bundle 5 5 5 6 GAF - Pro -Start bundle 5 5 5 5 Owens Corning - Starter Strip bundle 5 6 6 6 BP - Starter Strip bundle 8 8 9 9 Ice and Water (eaves + valleys + flashings) 491 ft 540 ft 564 ft 589 ft IKO - StormShield roll 8 9 9 10 CertainTeed - WinterGuard roll 8 9 9 10 GAF - WeatherWatch roll 8 9 9 9 Owens Corning - WeatherLock roll 7 8 8 8 BP - Weathertex roll 8 9 9 10 Synthetic (total sgft; no laps) 3,919 sgft 4,310 sgft 4,506 sgft 4,702 sgft IKO - Stormtite roll 4 5 5 5 CertainTeed - RoofRunner roll 4 5 5 5 GAF - Deck -Armor roll 4 5 5 5 Owens Corning - RhinoRoof roll 4 5 5 5 BP - PRODECK roll 4 5 5 5 Capping (hips + ridges) 121 ft 133 ft 139 ft 145 ft IKO - Hip and Ridge bundle 4 4 4 4 CertainTeed - Shadow Ridge bundle 3 3 4 4 GAF - Seal -A -Ridge bundle 5 6 6 6 Owens Corning - DecoRidge bundle 7 7 7 8 BP - Accu-Ridge bundle 4 4 4 4 Other 8' Valley (no laps) sheet 5 6 6 6 10' Drip Edge (eaves + rakes; no laps) sheet 49 54 56 59 These calculations are approximations and are not guaranteed. Always double check material orders quantities before using these calculations. The calculations are based off the the totals from the report of pitched facets only and the final numbers are rounded to the hundredths of the unit. 8 This report was prepared by Roofr. Copyright © 2022 Roofr.com I All rights reserved. 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: Zone 3: Max. Design Pressure, from the specific product approval system: Deck: 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 ® "00 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, 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 111 and Chapter 16.. ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: Premier Metal Notice of Acceptance Number: FL 30343.07-112 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: -65.OZone 2e: -65.0 Zone 2n: -71.4Zone 2r: -65.0 Zone 3e: -82.1 Zone 3r: -71.4 Deck Type: cox Type Underlayment . Synthetic - Double layer on lower pitched portion of roof Roof Slope: 12 Insulation: N/A Fire Barrier: N/A Riidge Ventilation? Fastener Type & Spacing: gD -12" O.C. Adhesive Type: Seam tape Type Cap Sheet N/A Mean Roof Height: N/A Roof Covering: Metal Type & Size Drip 3" 90 Degree Edge: ST. LUCIE WORKS Section E (Tile Calculations) For Moment based the 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; = Mr, Product Approval Mi (Zone 2e: :• x _ _) - Mg: = Mom. Product Approval Mf (Zone 2n: x x _) - Mg: = Ma,, Product Approval Mf (Zone 2r: x A, -= --- - Mg: = Me, Product Approval Mf (Zone 3e: x?, = _)--Mg: =Me,,, Product Approval Mf (Zone 3r: x )L = _-___) - Mg: = Mrar 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 =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 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.