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HomeMy WebLinkAboutAPPROVED Roof Info Sheet (1)`51 LUICuL ST. LUCIE WORKS 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: Roof System Required Sections of the Permit Application Form Attachments Required See List Below 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 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 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 Form RooflnfoFeb21 ATTACHMENTS REQUIRED As Applicable): 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, 1 Any Required Roof Testing/Calculation Documentation Rev Feb 18, 2021 Scanned with CamScanner ST. LUCIE WORKS Section A (General Information) Master Permit No. Process No. q/ �U1I Contractors Name: 1 C/I , �C'C1 License#�,�� SL jM� Ii� JobAddress'5V I lily ROOF CATEGORY w Slope 13 Mechanically Fastened Tile C] Mortar/Adhesive Set Tiles Asphaltic Shingles E3 Metal Panel/Shingles Mood Shingles/Shakes 0 Prescriptive BUR-RAS 150 ROOF ROOF TYPE. O New roof O Repair E3 Maintenance Reroofing 0 Recovering Low Slope Roof Area (SF) ROOF SYSTEM INFORMATION C Steep Sloped Roof Area (SF) (�©J Total (SF) 322.k 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. ■M ®I?�����fii�llllll�■IIIIIII�I�� ■■■■����� ■ ■■■■■■■■■■■■■E■■■■■■■■■ ■ ■■■\■A■■■■■■■■■■■��■■■�■ ■ @®■■ ■■■■■■■0■■0■■■■■■■■■ Scanned with CamScanner ST. LUCIE WORKS Section C (Low Slope Roof) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: 111V Ie li'rj e� J{ Product Approval No.: ! / ��� . / i s:&use-/AH 17reh Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': J�AZone is Zone 2: _Zone 3: Max. Design Pressure, from the specific product approval system: Deck: / Type:�eL!/Q Gauge Thickness: Slope:,�— Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: s ,4 d rrre: Insulation Base Layer: r Base Insultation Size and Thickness: ; 3� Base Insulation Fastener/Bonding Material: Top Insulation Layer: rt/A Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): ..11 Base Sheet Fastener/Bonding Material: Ply Sheet(s)' & No. of Ply(s): _/ , ) Ply Sheet Fastener/Bonding Material: Top Ply: 6,4 �L/Ci/ —1— Top Ply Fastener/Bonding Material: Surfacing: KiAyAl iV Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1'—" oc @ Lap, # Rows_ @ — oa Zone 1:___ " oc @ Lap, # Rows _ ® = 00 Zone 2:—" oc @ Lap, # Rows_ ® _ 00 Zone 3_ " oc @ Lap, # Rows— @ — oc ' Number of Fasteners Per Insulation Board: Zone 1' 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.. Scanned with CamScanner L— ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer. Notice of Acceptance Number: Minimum Design Wind P1r�ssures, If Applicable (From RAS 127 or Calculations): Zone 1:11,one 2e:^—Zone 2n:—Zone 2r:—Zone 3e: one 3r: Deck Type: G �A04 Type Underiayment: Roof lope: L ; 12 Insulation Fire Barrier: R' ge /entil�tion Fastener Type & Spacing: Adhesive Type: S� Type Cap Sheet: Mean Roof Height: i �� Roof Covering: r� Type & Sim Drip Edge: Scanned with CamScanner 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 Mi. 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 (Zone1: 4-xX_= ___)_Mg-._=Ml_ Product ApprovalMf (Zone 2e: _x)z= --J_Mg- _=M,�_ Product ApprovalMf (zone 2n: �x)-=-Mg:_=M�,_ Product Approval Mf (Zone 2r: _ x I _)- Mg: ^= M,2r_ Product Approval Mf (zone 3e: Mg: _= Ma. ____ Product Approval Mr - (Zone 3r: Mg:_=Mrar_ Product Approval Mr Method 2 "Simplified Tile Calculations Per Table Below" , Required Moment of Resistance (Mr) From Table Below Product AODroval M, 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 oe 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 F, 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 10�--x L =x W:=___) -W; cos r =Fri Product Approval F' (Zone 2e: x L =x W:=_--) -W: cos r =Frze Product Approval F' (Zone 2n: x L =x W:=__) -W: cos r =Frzn Product Approval F' (Zone 2r: x L =x W:=__j -W: cos r =Frz, Product Approval F' (Zone 3e: x I =x W:=----j -W: cos r =Fr3� Product Approval F' (Zone 3r: x L =x W:=_j -W: cos rL =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 0 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity M, Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M, 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. 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