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HomeMy WebLinkAboutSLC Roofing Permit Information Sheeto hl�_'!CLlL ST. LUCRE WORKS - S RFOFi�Fo ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET®r Florida Building Code 7th Edition,(2020) ni�9 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: Roof System Required Sections. of ,the Permit Application Form Attachments Required See List Below Low Slope Application ABC 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 ABC 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 T,2,3,4;5,6.7 Wood Shingles ,and Shakes A,B,D 1,2,4,5,627 Other As Applicable 1,2,3,4,5,6,7 Hun—VdIEWED FOR ATTACH MENTSRREQUIRED As Applicable)®®E COMPLPANC �( 1. Fire Directory Listing Page v 2. From Product Approval: Front Page Specific System Description Specific System Limitations i ✓ 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 PFT"C,4�___0 V 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 PM COUN7i/ locc 9 /z3lv� �dL� COFay rAc REn ST N N NCNE WORKS ' S�tthzn& l�fbmn�t�m�\ ' (\/ ^--���� ' | K8a$erPerm�mo ` . Process No � � ^ Job -� - ROOF CATEGORY []Upw Slope 0,MechanitallyFostenedTUe [3 Set Tiles | %] Asphaltic ShinglesPanel/Shingles MoodShinglec/Shukes CJ Prescriptive BUR'Ru3 150 ROOF ROOF TYPE. 13 New roof 13 � Repair Maintenance���� =�=mofing 13 Recovering . ROOF SYSTEM INFORMATION Low Slope Roof Area (SF)Steep Sloped Roof Areo`(5F) Total SF S�l Section B(Roof Plan) Sketch Roof Plan: illustrate all levels and -sections, roof drains, scuppers, overflow -scuppers and ovedUuvY drains- | dude dimensions ofsections and levels clearly identify dihiemiov$ofelevated pres unezoneson6|ucm�ionofporopet . | ^~ — | Q roofr Roof Re'port Pre ared by Roofr 1,616 sgft 4 facets 2107 Nettles Blvd, Jensen Beach, FL 34957, USA Predominant Pitch 2/12 Carter This r4ort was prepared by Roofr. Copyright © 2021 Roofr.com I All rights reserved. 10 Prepared by 0 Building Location 2107 Nettles Blvd, Jensen Beach, FL 34957, USA This report was prepared by Roofr. Copyright CO 2021 Roofr.eom I All rights reserved. 2 Prepared by ©, rodr Diagram 2107 Nettles Blvd, Jensen Beach, FL 34957, USA This r�port was prepared by Roofr. Copyright O 2021 Roofr.com I All rights reserved. 3 Length Measurement. Report 2107 Nettles Blvd, Jensen Beach, FL 34957, USA Eaves 85ft 2in Ridges 75ft 5.in ... Step Flashing Oft Valleys 22ft tin Rakes 81 ft Tin Transitions Oft 15 Prepared by_Q Hips Oft ... Wall Flashing Oft Unspecified Oft Note: the above diagram contains measurements that have been rounded up: 6 and 9 are written •6 and •9 to avoid confision. Some edge length totals have been hidden from the diagram to avoid overcrowding. Flashings are depicted as dotted linjes. This report was prepared by Roofr. Copyright © 2021 Roofr.com I All rights reserved. 4 �. Area Measurement Report 21071Nettles Blvd, Jensen Beach, FL 34957, USA Total Low Pitch: 0 sgft Total Two Story: 0 sgft Total) Two Layer: 0 sgft Prepared bye.roOfr Predominant Pitch: (2/12) Predominant Pitch Area: 1,616 sqft Total Area: 1,616 sgft Note: I he above diagram contain"§ measurements rounded to:he nearest whole.number. The total at the top of the page is the sumo 7 all the unrounded (exact) measurements, which is then rounded. Flashings are depicted as dotted lines. Deleted facets, which ire not labeled with area, (Skylights, Chimneys, Ac units) are omitted from area sums. This report was prepared by Roofr. copyright © 2021 Roofr.co� I All rights reserved. 50 1 I Prepared by C3 roofr Pitch & Dire-ction Measurement Report 2107 Nettles Blvd, Jensen Beach, FL 34957, USA Note, Flashings are depicted as dotted lines. Deleted facets do not have a pitch and therefore are not labeled. I This report was prepared by Roofr. Copyright © N21 Roofr.com All rights reserved. i 6 All Structures Summary 2107 Nettles. Blvd,Jensen Beach, FL 34957, USA Pitch 2/12 Area -(sqft) 1,616 Squares 16.2 i Waste% -0% Area (sqft) 1,616 Squares 16.2 Prepared. by Q roofr Measureriients Total Roof Area 1,616 sqft Total Roof Facets 4 facets Predominant Pitch 2/12 Total, Eaves 85ft Sin Total Valleys 22ft 2in 1 Total Hips Oft Total Ridges 75ft 6in Total Rakes I 81ft 7in Total Wall Flashing Oft Total Step Flashing Oft Total Transition Oft Total Unspecified Oft Hips + Ridges 75ft 6in Eaves + Rakes 166ft 1 Oin 10'/c. 1,2% j 15%c 17% 20%c 1,77.8 1,810 1,859 1.,891 1;940 17.8 18.1 18.6 19.0 19.4 22% 1',972 19.8 We've calculated the waste percentages you might expect for th, is job. A number of factors are involved in determining 2021 Roofr.cowhich 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 Thi7112 This report was prepared by Roofr. Copyright cc m I All rights reserved. ST. L CIE WORKS Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component is not used; identify as "NA") Systemi Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 Or Calculations: -Zone 1'i Zone 1• Zone 2: Zone 3: Max. Design Pressure; from the specific product approval system: I i Deck: Type: Gauge Thickness: Slope: I Anchor/Base Sheet & No. df Ply(s): i Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Irisultation Size and Thickness: Base In iulation Fastener/Bonding Material: Top Insulation Layer Top Insulation "Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 1 Base Sheet Fastener/Bonding Material: Ply,Sheet(s)' & No: of Ply(s): Ply Sheet Fastener/Bonding Material:.. Top Ply: Top Ply Fastener/Bonding Material: i Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment; Zone 1':—" oc @ Lap, # Rows_ @ ° oc Zone 1• " oc @ Lap, # Rows @ oo Zone 2:_" oc @ Lap, # Rows 0 "oc Zone 3;—" oc @ Lap,#.Rows— @ Number of Fasteners Per Insulation Board: Zone V-- • 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 1 REYPEWED FOR CODE OOMPUANO S7o LUME OOUN-ry BOCC i Section! D (Steep Slope Roof System) Roof Systein Manufacturer: Pye'y u Mee l (S-y - M, � ` ` ' Y Fy--"p� Notice of Acceptance Number: F LJ 0 i' 12-Z r+ Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1; Zone 2e:LQ& 2ri:�one 2r:,i.1&Zone 3et &Zone 3r: _5 1 i Deck Type: i Type Underiayrrient: � u�o " p MEr 120 RV Slop— lnsulalxon: i Fire Barrier: It, 1 I Ink. i Ridge Ventilation? . I . I Mean Roof Mght: Z Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: f N —P_Z2 i Roof `Covering: SV C121 YY1 P �N - .LS i. Type & Size Drip Edge: q l ST. LUCIE WORKS Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the val'ues•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• I = M4 Product Approval M! ! (Zone 2e• x X _ _) - Mg: = Ma Product Approval Mf (Zone.2n: x A _a --Mg: 1 =Mom; Product Approval Mf ! (Zone 2r: x 1 _ _� - Mg: I = M,�r Product Approval Mf (Zone 3e: x _ _) --Mg: = Mag Product Approval Mf. (Zone 3r: M9: _ Mrar Product Approval, Mf Method 2 "Simplif!ed•Tile Calculations Per Table Below" Reauired 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 37.3 512 28.4' 30.1 31.6 32.8 34.9 6:12 26.4 2840 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 isacceptable. Method'3 "Uplift Based Tile. Calculations Per RAS 12T (Zone1: x L =x W:=� -W: cos r =Fr1 (Zonei2e: x L =x W:=� -W: cos r =Fr2e (Zone 2n: x L =x W:= cos r ! =Fr2n (Zone!2r: x L =x W:=� -W: cos r. =Fr2r. (Zone�3e: x L =x W:=____j -W: cos r =Fr3e (Zone!3r: x L =x:W } -W: cos r =Fr3r Product Approval F', Product Approval F. Product Approval F'. Product Approval F' Product Approval F' Product Approval F' Where to Obtain Information: Description Symbol Where to find Design Pressure ! Zones 1, 2% 2n, 2r, 3e, 3r From applicable table in RAS 127 or by an engineering.aMlysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 6. ; Job Site Aerodyna{nic Multiplier a Product Approval Restori.ngimoment due to Gravity Ms. Product Approval AttachmentResista 6 Mf Product Approval Required, Moment.Resistance Mg Calculated Minimum; Attachment Resistance F' Product Approval Required ,Uplift. Resistance Fr Calculated Average Tjile Weight W Product Approval Tile Dimensions L = length W = width, Product Approval All calculations must be submitted to the building official at time of permit application.