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Home My WebLink AboutAPPROVED, ROOF INFO 3775 WLD ORCHID LNT. LUCI E I.L 0 ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th E 11E tion (2020) Based on Section 1525 of the Florida Bumg Code - Building INSTRUCTION PA COMPLETE THE NECESSARY SECTIONS OF TH UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUI ED DOCUMENT5 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 the Permit Applicati Form A, 8, C A,8,C A, B, D A, B, D, E A,B,D A, B, D As Applicable Attachments Required See List Below 1,2,3,4,5,6,7 2,4,5.6,7 1,2,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6,7 t ,2,4,5,6,7 1.2,3,4,5,6.7 ATTACHMENTS REQUIRED AsApplicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detai! Drawings 3. Design Calculations per Chap_er 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 5. Owners Notification for Roofing Considerati ns (Reroofing Only) 7. Any Required Roof Testing/Calculation Doc mentation Form RooflnfoFeb21 Rev Feb 18, 2021 ST. LUCIE Section A (General Master Permit No. Contractors Name: l�Qri n�c I License p IW ❑ Low Slope ❑Asphaltic Shingles ❑ New roof ❑ Repair Low Slope Roof Area (SF) `MN ROOF CATEGORY ❑ Mechanically Fastened Tile f"lt Metal Panel/Shingles ❑ Prescriptive BUR-RAS 15U ROOF ROOF TYPE. ❑ Maintenance . ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, Include dimensions of sections and levels, clearly identify dimensions of elevatf Process No. ❑ Mortar/Adhesive Set Tiles 17Wood Shingles/Shakes ❑ Recovering Total (SF) g I'D- overflow scuppers and overflow drains. pressure zones and location of parapets. �N■ ■■■■ ■■�■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■N■■■■■■■■ ■■■�■■■■■■■■■■■■■■■■■■■■ ST. LUCIE 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: Product Approval 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: Deck: Gauge Thickness: slope: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultatlon 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: Fastenei Spacing for Anchor/Base Sheet Attachment: Zone V: " oc @ Lap, » Rows_ ®_' oc Zone 1• " oc @ Lap, # Rows _ ®_" oc Zone 2: " oc @ Lap, # Rows _ 0 _" oc Zone 3: " oc @ Lap, 4 Rows_ ®_" oc Number f Fasteners Per Insulation Board: Zone 1': one 1_Zone 2:_Zone 3:_ Illustrate components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterf shing, Coping, Etc.. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, omponent Material, Materiel' Thickness, Fastener Type, Fas ener Spacing or Submit Manufacturers Details that Comply 41th RAS 111 and Chapter 16. FT. Parapet Height Mean Roof Height ST. LUCIE Section D (Steep Slope Roof System) Roof System Manufacturer: Notice of Acceptance Number: 6 r L &I - Minimum Design Wind Pressures, If Applicable (From RAS 127 or Cal Zone i 1 S 7one 2e:1-12-Zone 2n:_7one 2r7 Roof Nopir 12 Ridge Ven'lafi n7 YV � Type Underlayment �\ Insulation: Fire Barrier: SCr e Fastener Type & Sps Adhesive Type: \\ Type Cap c Mean RooFHeighl: — 3e;_7one 3r: 0 i v Covering: We & Sim Drip _dge: �La �6 ip (al ST. LUCIE Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare are greater than or equal to the M,values, for each area of the roof, t Method 1'Moment Based Tile Calc (Zone _ x )L _ (Zone 2e: _xt z--)- Mg: -=� (Zone2n: _xa - I - Mg: M� -__) - - Mg: - = Mnr (Zone3e: _x1,_= _J_Mg._.M.9. (Zone3r: _x,l-. _j- Mg: _=Ma Method 2 "Simplified Tile Calculatio Required Moment of Resistance (M,) From Table Below - _ _ ProduLl _ M, required Moment Resistance -Mean Roof Height Roof Slope 15' I 20' _- 2:12 34.4 T_ - 25 36.5 38.2 -- - - _ _ 32.2 y-- 34.4 -1- 4:12 - -- - 36.0 -- - _ _ _ _ T 30.4 _ _33.8 2.2 5:12 28.4 3 I 32.2 - --- _ _ 31.6 h- - - 6-12 26.4 29.0 7:12 29.4 - _ _ _ �- 24.4 � 25.9 _ _ _27.1 'Must be used in conjunction with a list of moment based File systems • For Uplift based tile systems use Method 3. Compare the values for F' vi equal to the F, values, for each area of the roof, then the tile attachment (Zone 1: x L= x W:= Method 3 "Uplift Based Tile Calculate _) -W: cos r__ F„ (Zone 2e: x L_ x W� cos r_ (Zone 2n: _x L= x W;= ____)'W:-COSf� F, z„ (Zone 2r. _x L_=x W:= ) _W;_ cos r =Fa. (Zone 3e: __x L_ x W:_ (Zone 3r. x L_=x W:_ -� -W- cos r - =F,,, Whereto Obtain Information Description_ _ Symbol Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r From applica Mean Roof Height - Prepared by j Roof Slope - - - H- `- Aerodynamic Multiplier _ e a -- lob Site -- 4 Restoring Moment due to Gravity _ -. _ _ _ - ProducfgpPr !Attachment Resistance - - Ma - Product Appr -._-- - -. Required Moment Resistance Mr - Product Appr - - - Minimum Attachment Resistance - - _ Ma -F. --- ' Calculated - RequiredUpllftResistance - - Productgppr, !Average Tile Weight _ F. -- Calculated -- - -- Tile Dimensions W -- -- _. Product APprc All calculations must be SubmitProduct tted tolthe L=length W=width building official at the Apprc time of permit applica the values for M, with the values from M,. If the Mr values !n the tile attachment method is acceptable. ations Per RAS 12T Product Approval M, Product Approval M, _ Product Approval M, _ Product Approval Mi Product Approval M, Product Approval M, Per Table Below" Approval Mi 30' T 40' -- _ 39.7 37.4 - _42.2 -i 4 39.8 _ _35:1 _ - - 37.3 f 30.5 _34.9 - _ -32.4 _ 28.2 _ 30.0 the values for Fr If the "Values are greater than or thod is acceptable. Per RAS 12T Product Approval F' Product ApprovalF'_ _ Product Approval F' Product Approval F' Product Approval F' Product Approval F' _ Wheretofind table in RAS 127 or by an engineering analysis based on ASCE 7