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HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET cr� LGLL -� L7 L 1 4"k-4,11 We -' ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET RECEIVED 62, J.AN 2 6 2022 Florida Building Code 7th Edition (2020) � � Based on Section 1525 of the Florida Building Code-Building St.Lucie County ;.,N Permitting INSTRUCTION PAGE - ANC NW COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOF,LNG SFt;ET �d—r� APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:„ Required Sections of Attachments Required y 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 214,5,6,7 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 A,B,D 1,2,,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED As Applicable): E COPY 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® LUCIE Section A (General Information). .Master Permit No. Process No. Contractors Name: ISYO1�` a K�� aY License# CC-C- 3 lGO� Job Address I CJI yE LU C; C) nV_� ac)YT M lL Nq U � l� Is ROOF CATEGORY 0 Low Slope ❑�JMechanically 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 XReroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) 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. j,t' • • {y,1 si a `Y. �'-• �� .r """""` ' '� �a ,'fir" MIA $ r Y; lLt' j aj 'i .IV r , { rl �e1a -map r' .• e Srt`i t�'q, '��r�• ,7''fn t �• A '' t•' R # ��•7•� kt , a1 �c,r'1' IN ,� f�•� ,Z t. y y�f >y#�-4^'v�:+� tr rT`'�JsK� � y: a .#•l r� y,. (- — � 4• a ��, ��l. w?crA #ro � i 5 Y 6?n _f2 gM�z''.{.� Gouge L $<,t F 0 Prepared by® roofr Diagram 131 SE Lucero Dr, Port St. Lucie, FL 34983, USA This report was prepared by Roofr.Copyright©2022 Roofr.com All rights reserved. 3 Prepared by®roofr Length Measurement Report 131 SE Lucero Dr, Port St. Lucie, FL 34983, USA ® Eaves 162ft 6in ® Valleys Oft Oin _ Hips Oft Oin C7-:3 Ridges 59ft 11 in o Rakes 103ft 1 in son Wall Flashing 42ft 8in all Step Flashing 4ft 7in _ Transitions Oft Oin ® Parapet Wall Oft Oin ® Unspecified Oft Oin 43 56 43 Ln 56 Ei cn 42 14 N 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 131 SE Lucero Dr, Port St. Lucie, FL 34983, USA Total Low Pitch: 0 sqft Predominant Pitch: (2/12) Total Two Story: 0 sqft Predominant Pitch Area: 1649 sqft Total Two Layer: 0 sqft Total Area: 2425 sqft 776 802 826 N r. y 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. This report was prepared by Roofr.Copyright 0 2022 Roofr.com I All rights reserved. 5 Prepared by roofr Pitch & Direction Measurement Report 131 SE Lucero Dr, Port St. Lucie, FL 34983, USA T 1 T 2 T 2 2 2 1 id W 5 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©2022 Roofr.com I All rights reserved. 6 Prepared by® roof All Structures Summary 131 SE Lucero Dr, Port St. Lucie, FL 34983, USA Measurements Total Roof Area 2425 sqft Total Roof Facets 5 facets Predominant Pitch 2/12 Total Eaves 162ft 6in Total Valleys Oft Oin Total Hips Oft Oin Total Ridges 59ft 11 in Total Rakes 103ft 1 in Total Wall Flashing 42ft 8in Total Step Flashing 4ft 7in Total Transition Oft Oin Total Parapet Walls Oft Oin Total Unspecified Oft Oin Hips + Ridges 59ft 11 in Eaves + Rakes 265ft 7in Pitch 1/12 2/12 Area (sqft) 776 1,649 Squares 7.8 16.5 Waste % 0%. 10% 12% 15% 17% 20% 22% Area (sqft) 2,425 2,668 2,717 2,789 2,838 2,910 2,959 Squares 24.3 26.7 27.2 27.9 28.4 29.1 29.6 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. Section D (Steep Slope Roof System) M Roof System Manufacturer: �r em) e'\(- ��a \/ Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1: Zone 2eZone 21 L P� Zone 2r:109 Zone 3e.�Zone 3r: V2) Deck Type: Type Underlayment p��� S—n.Ll--- Roof Slope: 2- ' 12 Insulation: Fire Barrier: Ridge V ntilation? Fastener Type&Spacing: I ? 1 1 O g Adhesive Type: S ka. YJ Type Cap Sheet5:UA Mean Roof Height: Roof Covedng: Type&Size Drip P 1 urn•Zl1 Edge: T. LUCE WORKS 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 @ "o (If a component is not used,identify as"NA") Zone 1:_" oc @ Lap,#Rows @ "oc System Manufacturer: Zone 2:—" oc @ Lap,#Rows @ "oc Product Approval No.: Zone 3:_._" oc @ Lap,#,Rows—® ac Number of Fasteners Per Insulation Board: I Design Wind Pressures,From RAS 128 Or Calculations:- Zone 1': Zone'1: Zone 2: Zone 3: Zone 1': Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping, Etc... Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: Flashing,Component Material, Material'Thickness,Fastener Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: Anchor/Base Sheet&No.df Ply(s): FT. - Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: i Top Insulation Size and Thickness: FT. Top Insulation'Fastener/Bonding Material: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: ( I 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. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1: x k _ _Mg: =Mri Product Approval M, (Zone 2e: x I _ _)-Mg: =M28 Product Approval Mf (Zone 2n: x _ _)-Mg: M2i Product Approval Mf (Zone 2r: x. _ _)-Mg: =M2t Product Approval Mf (Zone 3e: x 7- _ -Mg:. =Mrfe Product Approval Mf (Zone 3r: x)L _ -)-Mg =Mr3r 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 From applicable table in RAS 127 or by an engineering analysis Design Pressure Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6 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.