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HomeMy WebLinkAboutAPPROVED Roof Info Sheet(1)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 Mr are greater than or equal to the lvlrvalues, for each _ir-m of the roof, then the tile attachment method is Method 1'Moment Based acceptable. Tile Calculations Per RAS 127 (Zone l : x X_= ___)_ Mg. �= ft4� Product Approval ML--_ (zone Ze: X X ` = -, iMg _ Mm _ Product Approval Mrs` (Zone 2n: X I J -. Mg; �= Mm, Product Approval Mf—_ (Zone 2r: :x�,�_ ��.-Mg; =M,2 Product Approval Mr_ (Zane3e: �x�l.„.�= ��^ Mg:—=M Ma, Product Approval Mrs [Zone 3r: x ]L .�� — Mg; ` Mr� Product Approval Mrs Method 2 "SiniRllflad Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table 8e1OW Product Approval Mf Mr required Moment Resist c❑ c#i Mean Roof Height Roof 5lnpe � 5` gyp► 2:12 34.4 36.5 3.12 32-2 34.4 4:12 30.4 '2.2 5;12 28.4 30,1 6:12 26.4 28_D 7.12 24.4 25.9 *Must be used in once* 25' 30' 40r 38.2 39.7 42.2 36.0 E35.1 .4 39.13 33.8 37.3 31.6 32.8 34.9 29.4 30.5 32.4 27.1 28.2 30.0 njun on with a I9st of mornent based the systems I ,• 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 equal to the F, values, for each area of the roof, the-, the the attachment method is acceptable. Method 3 "uplift Rased Tile Calculations Per RAS 12T (lane I-,.x L =x UU:�-W. cos r_ =Fn Product Approval F' (zone ze: x L—=x W. _ j -W cos r 4,ze Product Approval F' (Zone 2n: �x L��x W:== } -W: cos r=Fr2n� Product Approval F' (Zone 2r: �x L =x 1AI;x�� _W; cos r�=Fr].r-- Product Approval F' (Zone 3e::x L _=x W: -W-.— -W:: _cos r �Fru_ 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 r Design Pressure Zcnes t, 2e, 2n. 2r, ?e, 3r From applicable table in RAS 127 or by an engineering analysis prepared by Pt based on ASCE 7 Mean Roof; Height H jab 51tQ Roof Slope 6 lob 5fte l Aerndynamlt Multiplier x Product Approval Restoring Moment due to Gravlty M4 Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance IF' 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. njun on with a I9st of mornent based the systems I ,• 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 equal to the F, values, for each area of the roof, the-, the the attachment method is acceptable. Method 3 "uplift Rased Tile Calculations Per RAS 12T (lane I-,.x L =x UU:�-W. cos r_ =Fn Product Approval F' (zone ze: x L—=x W. _ j -W cos r 4,ze Product Approval F' (Zone 2n: �x L��x W:== } -W: cos r=Fr2n� Product Approval F' (Zone 2r: �x L =x 1AI;x�� _W; cos r�=Fr].r-- Product Approval F' (Zone 3e::x L _=x W: -W-.— -W:: _cos r �Fru_ 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 r Design Pressure Zcnes t, 2e, 2n. 2r, ?e, 3r From applicable table in RAS 127 or by an engineering analysis prepared by Pt based on ASCE 7 Mean Roof; Height H jab 51tQ Roof Slope 6 lob 5fte l Aerndynamlt Multiplier x Product Approval Restoring Moment due to Gravlty M4 Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Mr Calculated Minimum Attachment Resistance IF' 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. ST. L.UCIE WORKS 5ectioh,D (Steep Slope Roof Svstem) Roof Systern Manufacturer, C I CA 2 11 W! UY Notice of Acceptance Dumber: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1:one 2e:---Zone 2n:�Zone 2r:one 3e:one 3r: Roof Slope: 92 Ridge Ventifaden? ■ ,7 n k if, Type Undedaymentt Insulation: Fire %Mer: F-w-tener We & S Adheshe Type: �� o i Type Cap Sheet: Mean RoofHelght: Roof-Coverinq !1 Type & Size Drip k I i Edge: ST. LU TE WORK Section C (Low Slope Reof) Fill in specific rocf assembly Components and identify manufacturer jlf a component is not used, dentify as System Manufacturer: {dlj �sri Product Approval No- { 1 Design Wind Pressures, From RAS 128 Or Calculations: Zone V: Zone 1—Zone Z: Zone 3; Max. Design Pressure, from the specific product approval system: Deck. Type- Gauge Thickness: Slope- Anchor/Base Sheet & No. df Ply(s); Anchor/Base She Fastener/Bondi g 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^ @ moo Zane 1:--�" oc @ Lap, # Rows @ — w Zone 2-1' oc @ Lap, # Rows — @ ° oa Zone 3:—" oc @ Lap, # Rows, ® moo Number of Fasteners Per insulation Board: ! I Zone V:done 1: Zone 2--Zone 3: Illustrate Components doted and Details as Applicable: woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cara 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. L.UCIE WORK Master Permit No. Contrac Job Add Section A (General Information) Process Norrd� �++ S 305�Z ROOF CATEGORY ❑ Low Slope ❑ Mechan;cally Fastened Tile ❑ Mortar/Adhesive Set Tiles i7Asphaltic Shingles ❑ Metaf Panel/Shingles ❑Wood Shingles/Shakes 13 New roof ❑ Repair Low Slope Roof Area (SF) ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE ❑ Maintenance 11\Reroofing ROOF SYS� EM INFORMATION Steep Sloped Roof Area (SF) d Recovering Total {SF) 7L 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 iderdfy dimensions of elevated pressure zones and location of parapets. Wj WE ME 0 No 1"HAWANMEM I ■ ■■■■■■ MIN ■■■■WE N NEMIMIM ■ ■■■■ ■ ■■■■■■■■■■■■■■ ■ ■■■■ IN IN ■■■■■■ ■ ■■■■■■■■■ ■■ ■ ■■■■■■■■■■ ■ ■■■■■■■■■■■■ NEM ■ ■■■ ■ ■■■■■■■■■■■ ■■■■ ■■■ ■■�■■■■■■■rw ■■■■■■■■■ ■■■■■■ ■ ■■■■MMEMMEM IMMOMMEM ■■■ ■ ■■■■■■■■■■ ■ ■■ ■■■■■■■ ■111001 ■■ ■ ■■■■■■■■�■■■■■ ST. LUCIE WORKS ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on SectiorF 3S2S of the Florida Building Code - Building 'NSTRUCTION PAGE COMPLETE THE NECESSARY SECTIQNS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Farm Attachments Required See List Below Low Slope Application A,B,C Prescriptive BUR-RA5150 A,B,C 2,4,5,6,7 Asphaltic Shingles A,B,D 1 Z45,6,7 Concrete or Clay rie A,B,d,L 1,2,S,4,6,6,7 ^--- Metal Roofs A,B,D IA45,6,7 Wood Shingles and Shakes A,B,D Other As Applicable 1,2A4.5,6,7 ATTACHMENTS REQUIRED As Applicable}- 1. Fire Directory Listing Page 2. Frorn Product Approve1: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings Deslgn Calculations per Chapter 16, or if applicable, RA5127 or RAS 128 3. 4. Other Componen.- of Product Approval 5. Municipal Permit Application 6. Owners Notification fo , "oofing Considerations (Reroofing only) 7. Any Required Roof Yesting/CaICU lation Documentation Form RooflnfcFeb2l Rev Feb.IS, 2o21 For Immediate Release To: All Roofing Contractors From. St Lucie County Building Department St Lucie County Building Department ;s no longer accepting roof sheathing affidavits. This process has proven to be inaccurate and ineffective. During the process of construction, alteration, re -roof, etc., a sheathing nailing inspection is required to be performed by the Building Department. This inspection may be performed by aii inspector on site or it may be done using the virtual inspection process. This inspection is considered to be an ire -progress type of inspection and should be performed while the work is -underway. Contractors are encouraged to call the inspector on the day of the inspection to schedule times for your inspection. While it is not anticipated the entire roof will be accessible for the inspection in the case of a re -roof, the majority of the sheathing is expected to he viewed, whether in person or virtually_ To use the virtual option, please have access to the permit, the ability to show the address and a tape measure to indicate fastener spacing_ In place of the roofing affidavit is a new roofing permit attachment that is intended to help you, the owner, the plan reviewer and the inspector. All. information related to the roof needs to be put on this document and submitted as- a part of the permit package, along with specification and product approval (NCA) documentation. Both the permit application and the roof information sheet can be found on the St Lucie County Building -Department farms page of the St Lucie County website. The following documents can be found on the St Lucie County website: Permit Application Roof information package As always, please contact the St Lucie County Building Department with questions at 772-482- 1553 and we thank you for your cooperation.