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HomeMy WebLinkAboutROOFING PERMIT INFORMATION SHEET i I NI 7 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: 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 i 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 i Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page L-ILDfl;O Dr' s` n`A 2. From Product Approval: REVIEWED FOR cc..A'1�14r+CG Front Page REVIEWED BY Specific System Description DATE 12- Zi' T PLAtiS ���PEP.�IIT NWIISST BE KEPT O J03 Specific System Limitations ✓ EyTIp\NVILL BE'LaDE. 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 ®R Form Roof1nfoFeb21 Rev Feb 18,2021 FllE C '� ST. LUCIE WORKS Section A (General Information). M ster Permit No. Process No. Contractors Name:DYll O I lan+ License.# Jo Address ,5S LSE S010Z �WLDCV+ Sk WO(LI ROOF CATEGORY ❑Low Slope ❑MechanicaIly.Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles *etal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. New roof ❑ Repair ❑ Maintenance Reroofing ❑Recovering ROOF SYSTEM INFORMATION Lc w Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF)_000 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 �.Dd�V. 10El T 4 f I r�'}��r�"� ./b��'S�h.S��i� ,11rni\�� F' ♦� �;�� 'G �_ r �v � As��r1`. •• 8 '•. »• • '•• 8• 0 • '•• • '• '' . I . I V . Prepared by® roofr Building Location 351 SE Solaz Ave, Port St. Lucie, FL 34983, USA t � "IN i This report was prepared by Roofr.Copyright©2021 Roofr.com All rights reserved. 2 Prepared by® roofr Diagram 351 SE Solaz Ave, Port St. Lucie, FL 34983, USA N W(--�E s This report was prepared by Roofr.Copyright©2021 Roofr.com All rights reserved. 3 Prepared by® roofr .Length Measurement Report 351 SE Solaz Ave, Port St. Lucie, FL 34983, USA Eaves 107ft 6in MINE Valleys 24ft 1 in IMEN Hips Oft Oin Ridges 68ft In MINE Rakes 117ft 9in ®.■ Wall Flashing 4ft 11 in MEN Step Flashing 23ft Oin IMEN Transitions Oft Oin IMEN Unspecified 66ft 7in 18 11 m' w V 14 18 11 i i N m. v i ^ti N 14 14 14 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©2021 Roofr.com I All rights reserved. 4 Prepared by® roofr Area Measurement Report 351 SE Solaz Ave, Port St. Lucie, FL 34983, USA Total Low Pitch: 0 sqft Predominant Pitch: (1/12) Total Two Story: 0 sqft Predominant Pitch Area: 1747 sqft Total Two Layer: 0 sqft Total Area: 1747 sqft 253 138 598 " 613 72 74 v w e GIs,. 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. 5 This report was prepared by Roofr.Copyright©2021 Roofr.com I All rights reserved. Prepared by roofr Pitch & Direction Measurement Report 351 SE Solaz Ave, Port St. Lucie, FL 34983, USA 1 -+ i 1 1 1 N W+E 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©2021 Roofr.com I All rights reserved. 6 Prepared by® roofr All Structures Summary 351 SE Solaz Ave, Port St. Lucie, FL 34983, USA Measurements Total Roof Area 1747 sqft Total Roof Facets 6 facets Predominant Pitch 1/12 Total Eaves 107ft 6in Total Valleys 24ft 1 in Total Hips Oft Oin Total Ridges 68ft Sin Total Rakes 117ft 9in Total Wall Flashing 4ft 11 in Total Step Flashing 23ft Oin Total Transition Oft Oin Total Unspecified 66ft-7in Hips + Ridges 68ft 3in Eaves +. Rakes 225ft 3in Pitch 1/12 Area (sqft) 1,747 Squares 17.5 Waste % 0% 10% 12% 15% 17% 20% 22% Area (sqft) 1,747 1,922 1,957 2,010 2,044 2,097 2,132 Squares 17.5 19.3 . 19.6 20.1 20.5 21.0 21.4 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©2021 Roofr.com I All rights reserved. 7 ST. LUCIE eOtiO MKS Section D (Steep Slope Roof System) ,ma y R of System Manufacturer: t�� y 1 1 ,e-`al Notice of Acceptance Number: Mi iimurn Design Wind Pressures, If Applicable(From RAS 127 or Calculations): �� :Zone 1:�(�Zone 2e:.�&one 2n: Zone 2r: i�'�Z one t3,er:-q�Zone 3r: Deck Type: COX IP L4 V114coo Type Underlayment �L- oof Slope: 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type&Spacing: I z>> .0 . L. Adhesive Type: N Type Cap Sheet I I Mean RoofHeight: _ 1 •2 Roof Covering: PYV MI (2-Y } �. -Tub i h Type&Size Drip „ C LV Edge: i i T® LUCIE WORK 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_®. "oo (if a component is not used,identify as"NA") Zone 1:_._"oc @ Lap,#Rows ® woo System Manufacturer: Zone 2:_:._."oc @ Lap,#Rows ®- "oc Zone 3:_"oc @ Lap,#Rows—® woo ' Product Approval No.: Number of Fasteners Per Insulation Board: .: 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, FastenE r Type,Fastener Spacing or Submit Manufacturers Details th t Gauge Thickness: Comply with RAS 111 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: 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: r i STe LUC1E 'vV ���iiK=-.,4 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 Mfvz lues are greater than or equal to the Mrvalues,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: =Mn Product Approval Mi- (Zone 2e: x 2.-= _�-Mg: =M,,a Product Approval Mr (Zone 2n: x X _)-Mg: =Mom, Product Approval Mf (Zone 2r: x _ _)-Mg: =Ma Product Approval Mf (Zone 3e: x I _ _�-Mg: =Me,,. Product Approval Mf (Zone 3r: x)L _ --- J-Mg: ' =Me 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 tha 1 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 =Frl 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 =Frae 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 8 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 i 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. i L �\ �'1 __ _�� _� _/