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Home My WebLink AboutAPPROVED roof infovs ST. L.UCI E 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 Low Slope Application Prescriptive BUR-RAS 150 Asphaltic Shingles Concrete or Clay Tile Metal Roofs Wood Shingles and Shakes Other Required Sections of the Permit Application Form A, B, C A, B, C A, B, ❑ A,B,❑,F A, B, ❑ A, B, ❑ As Applicable Attachments Required See List Below ATTACHMENTS REOUIRFr] Ac Annfirnhim)- 193i4,6.6.7 2,4,5,6,7 12,4,5,6,7 1,2,3,4,5,6,7 1,2.3,4,5,6,7 1,2,4,5,6,7 1,2,3,4,5,8,7 Z. 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, Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18, 2021 ST. LUCIEVORKS 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: POLYGLASS Product Approval No.: FL#1654.1 Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': _ Zone 1: Zone 2: _Zone 3: Max. Design Pressure, from the specific product approval system: W-82 -90 Deck: Type. PLYWOOD Gauge Thickness: 518" Slope: 0112 Anchor/Base Sheet & No. of Ply(s): 1 Anchor/Base Sheet Fastener/Bonding Material: SCREWS AND PLATES Insulation Base Layer: N/A Base Insultation Size and Thickness: TAPERED 1/8" Base Insulation Fastener/Bonding Material: SCREWS AND PLATES Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material SCREWS AND PLATES Base Sheet(s) & No. of Phyla): 1 PLY Base Sheet Fastener/Bonding Material: SCREWS AND PLATES Ply Sheet(s)' & No. of Ply(s): i Ply Sheet Fastener/Bonding Material: APPTORCH Top Ply: 1 APP TORCH Top Ply Fastener/Bonding Material: APPTORCH Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':." oc @ Lap, # Rows_ ® _° oc Zone 1:." oc @ Lap, # Rows _ ® _" x Zone 2:_" oc @ Lap, If Rows — ® _" co Zone 3:." pc @ Lap, # Rows— ® _' oc Number of Fasteners Per Insulation Board: Zone 1':—Zone 1:—Zone 2:_Zone 3:_ Illustrate Components Noted and Details as Applicable: Woodbiocking, 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 Section D (Steep Slope Roof System) Roof System Manufacturer: JA TAYLOR ROOFING 5V CRIMO Notice of Acceptance Number: FL#17443.1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: bone 2e: -67 Zone 2n:--7A—Zone 2r:-67 Zone 3e7i�one 3r-74 Deck Type: PLYWOOD' Type Dnderlayment PEELSSTICK-OWENSCORNING POLYGLASS Mrs FLB5259.1 Roof Slope: 6 : 12 Insulation: Fire Barrier: RidgeVeM4afion9 Fastener Type&'Spacing: 6"FIELD /4' PERIMETER, an RING SHANK NAILS Adhesive Type: �— Type Cap Sheet Mean Roof Height: 13 FF Roof Covering: METAL Type & Size Drip 2„ „ Edam ST. LUCIE ' ' _ORKS Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mrvalues are greater than or equal to the M,values, for each area of the of, then the tile attachment method is acceptable. Method 1'Moment Based Til Calculations Per RAS 12T (Zone 1: _x2,_= �)_Mill:__ Product Approval M. l (Zone 2e: _x�= I -Mg_= Product Approval Mr (Zone 2n: _x)L,=_j- Mg. _miti._ Product Approval Mf (Zone 2r: _x 1_= _�-Mg_= y_ Product Approval Mr (Zone 3e: -x1._= _I-MW, _= Product Approval Mr (Zone 3r: _X X_= _I-Mgt_=''aa Product Approval Mr Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M � r required Moment Resistance- 15' 20• 25' 30' 40' 34.4 36.5 38.2 39.7 42.2 M7,,224M4r 2.2 34.4 36.0 37.4 39.8 0.4 32.2 33.8 35.1 37.3 8.4 30.1 31.6 32.8 34.9 6.4 28.0 29.4 30.5 32.4 4.4 25.9 27.1 28.2 30.0 �•U u uacu M w IjUnUimi with a nsgaT moment Wsee the systems • For Uplift based tile systems use Method 3. Compare the values for F' with the values for F, If the "values are greater than or equal to the F, 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_=Fit_ Product Approval F' _ (Zone 2e:x LxW:=,-W cos Prod Prod uct Approval F' (Zone 2n:_x LxW:=_)-W;_cos r_=Fran Product Approval F' (Zone 2r. _x L= x W:=-W: cos r= Fz, Product Approval F' (Zone 3e: _x L_=x W:= ) _W:_ cos r= F,3 Product Approval F' (Zone 3r: xll W: =_-W;_cos r=F,a•_ Product Approval F' Where to Obtain Information Description Symbol Where to find Desi nPressure g Zones 1, 2e, 2n, 2n 3e, 3r From Prepared applicable tablam RAS 127 or byan engineermganalysis by PE based on ASCE ] Mean Roof Height H Job She Roof Slope B lab Site Aerodynamic Multiplier a Pro Juct Approval Restodng Moment due to Gravity Ma Pro uct Approval Attachment Resistance Mf Product Approval Required Moment Resistance Ma Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance F, Cal Mated Average Tile Weight W Pr utt Approval The Dimensions L=length W=width I Pro uct Approval All calculations must be submitted to the building official at the time of petitapplication.