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HomeMy WebLinkAboutroof info sheets ' V UO ST'. LUCIE WORKS ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) c'�� Based on Section 1525 of the Florida Building Code-Building I" r%nu 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'` sA,6,_C 13,4;5;6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A B D p g 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 C1,2;3.4,5;6;T_) 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 QU RED As Applicable): 1.j Fire Directory Listing Page N/A 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 / Q REVIEWED FOR CODE COMPLIANCE Form RooflnfoFeb21 Rev Feb 18,2021 ST COUNTY LUCIE BOCC �1 7 ST'. LUC1E WORKS Secf on A General Informati0n :+ Master Permit No. Process No. Contractors Name: Brilliant Roofing License# CCC1327906 167 NE Jardain Road, Port St Lucie, FL 34983 Job Address ROOF CATEGORY ®1.6w Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles ®"Mefal_Panel/Shingles: Mood Shingles/Shakes .❑ Prescriptive BUR-RAS 150 ROOF TYPE - ❑ New roof ❑ Repair ❑ Maintenance PJ Reroofing ❑Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) 391 Steep Sloped Roof Area (SF) 2,621 Total(SF) 3,012 $ecfion 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 attached Roof Report ' -•. -• '•• 1 • 9.• k�+` ! �h�''�'k'Ji�~ h t} � J j, ��4 err ,- . �,��,•- •!y q >•��_" �'- ate- - - .;"""�:. y E� • ' r p�l Y, G � _ Tit, ��r+ Y` ' ` �� � 4 l�Y !`•,' gyp. }}'' f�� - i'�", ti.,� ,� V �� ✓ Ttttiii S. i. i�'ls� [ ia�-'(n' .f.,r f•� �ry(�.aff• �ttT�y 55�, � `1��yAI 5.t`� y i��� -M� 3� kJi���/�H it .C,�-♦ f' �t"�t,t,".�"�-1,��Jt-'':.� ` i�' �(1Y�j �a"� �1�'.1 •� �i, y�,ct •.J* a �" �i' y �y�� st+ 1i. `� , W �T��, r. .rt{,�: ��_ ='Tj tr b� • 4,'v�•T r X��t 7��G�':, �� y tir a;Y` 7+a'x. , ell. y 4t .t ell IP 41 14 �j at je i ,Y� Ilk 3 J1v .y Google7 Prepared by® roofr Diagram 167 NE Jardain Rd, Port St. Lucie, FL 34983, USA � N F S This report was prepared by Roofr.Copyright©2022 Roofr.com All rights reserved. 3 Prepared by® roofr Length Measurement Report 167 NE Jardain Rd, Port St. Lucie, FL 34983, USA Eaves 223ft 10in M Valleys 60ft 9in Hips 173ft gin F=-3 Ridges 39ft 8in Rakes 12ft 3in son Wall Flashing 1 ft 6in MEN Step Flashing 3ft 9in Transitions 42ft 3in ® Parapet Wall Oft Oin ® Unspecified 40ft 9in 32 21 i 7� w 32 �S 00 21 �j 7� N v 7� ^h 18 27 19 N �F 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 � A Prepared by® roofr Area Measurement Report 167 NE Jardain Rd, Port St. Lucie, FL 34983, USA Total Roof Area: 3012 sqft Predominant Pitch: 6/12 Pitched Roof Area: 2621 sqft Predominant Pitch Area: 2621 sqft Flat Roof Area: 391 sqft Unspecified Pitch Area: 0 sqft Two Story Area: 0 sqft Two Layer Area: 0 sqft �<l3 Flat 391 99 473 107 172 461 210 5 575 216 46 A97 F 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. 5 This report was prepared by Roofr.Copyright©2022 Roofr.com I All rights reserved. Prepared by® rootr Pitch & Direction Measurement Report 167 NE Jardain Rd, Port St. Lucie, FL 34983, USA T i 6 1 6 T 6 T 6 '_ 6 6 6 y ~ 6 6 1 6 6 1 6 1 b F 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©2022 Roofr.com I All rights reserved. 6 Prepared by® roofr All Structures Summary 167 NE jardain Rd, Port St. Lucie, FL 34983, USA Measurements Total Roof Area 3012 sqft Total Pitched Area 2621 sqft Total Flat Area 391 sqft Total Roof Facets 13 facets Predominant Pitch 6/12 Total Eaves 223ft 1Oin Total Valleys 60ft 9in Total Hips 173ft 9in Total Ridges 39ft 8in Total Rakes 12ft 3in Total Wall Flashing 1ft 6in Total Step Flashing 3ft 9in Total Transition 42ft 3in Total Parapet Walls Oft Oin Total Unspecified 40ft 9in Hips + Ridges 213ft 5in Eaves + Rakes 236ft 1 in Pitch 1/12 6/12 Area (sqft) 391 2,621 Squares 4.0 26.3 Waste % 0% 10% 12% 15% 17% 20% 22% Area (sqft) 3,012 3,314 3,374 3,464 3,525 3,615 3,675 Squares 30.2 33.2 33.8 34.7 35.3 36.2 36.8 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©2022 Roofr.com I All rights reserved. . .i ST. LUCIE WORKS - Section C_(Low_Slope_Roof); Surfacing: N/A Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':NIA" oc @ Lap,#Rows_® -Or. (If a component is not used,identify as"NA") Zone 1:—"oc @ Lap,#Rows ® "00 System Manufacturer: Polyglass USA Zone 2:—" oc @ Lap,#Rows @ °cc Product Approval No.: FL#1654.01-1128 Zone 3:_"oc @ Lap,#Rows—® °oc Florida Code:Exposure B-1 Story Residence Number of Fasteners Per Insulation Board: Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': N/A Zone 1: Zone 2: Zone 3: Zone V: -36.1 Zone 1: -36.1 Zone 2: -47.7 Zone 3: -64.9 Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: -90 Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing,Coping, Etc... Deck: CDX Plywood Indicate: Mean Roof Height, Parapet Height, Height of Base Type: Flashing,Component Material,Material'Thickness, Fastener 1/2" Type,Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16., Slope: 0/12 Anchor/Base Sheet&No.df Ply(s): N/A Anchor/Base Sheet Fastener/Bonding Material: FT. N/A Insulation Base Layer: N/A Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height 3"x3" Drip Edge Top Insulation Layer: N/A SBS-SA-Elastoflex SAP Top Insulation Size and Thickness: SBS-SA-Elastoflex SAV FT. Top Insulation Fastener/Bonding Material: 10, Mean Base Sheet(s)&No.of Ply(s): SBS-SA-Elastoflex SAV Wood Roof Base Sheet Fastener/Bonding Material: Height Self Adhered Ply Sheet(s)'&No.of Ply(s): N/A Ply Sheet Fastener/Bonding Material: Top Ply: SBS-SA- Elastoflex SAP Top Ply Fastener/Bonding Material: Self Adhered ST. LUCIE WORK ,Section b_(Steep Slope_Roof System). Premier Metal Tuff Rib 29 GA Panels Roof System Manufacturer: Notice of Acceptance Number: FL#30343.07-R2 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1:-32.3 Zone 2e:-3Zone 2n: N/A Zone 2r: -44.0 Zone 3e: -44.2Zone 3r: N/A Deck Type: cox Type Underlayment: Synthetic-Dupont 160 FL#20876.01-R2 Roof Slope. 6 42 Insulation' N/A Fire Barrier: N/A Nldge Ventilation? Fastener Type&Spacing: 8D-12"o.C. Adhesive Type: Seam Tape on all decking seams-Soprema Lastoband Pro HT-FL#"2569.2-R23 Type Cap Sheet: N/A Mean Roof Height: 13' Roof Covering: Metal-Premier Metal Tuff Rib- FL#30343.07-R2 Type&Size Drip 2"90 Degree Gav 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 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)L _ _Mg; =Mn Product Approval M- (Zone 2e: x 7L = _�-Mg: =Mrz, Product Approval Mf (Zone 2n: x)l = _)-Mg: =Mm, Product Approval Mf (Zone 2r: x)L _ -Mg: =Me& Product Approval Mf (Zone 3e: x _ _)-Mg: =M,,,, Product Approval Mf (Zone 3r: x) = 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 =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2" 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 F, 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.