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Home My WebLink AboutAPPROVED, ROOF FORMS SIMEST. LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name License # 2 Job Address1 1,ti LO iY v p i r, E-: rL q ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. © New roof ❑ Repair p Maintenance IK Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area {SF} ILI— Steep Sloped Roof Area (SF) Total (SF) �CXt7 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. NNEPIPE ■■■i■i IN ■n■ M Old 111101 ■■�■ 0 ■■■■■■■■■■■■■ �■■/+■■ ■■ 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. 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 Deck: Gauge Thickness: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insuhation 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: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1'—" oc @ Lap, # Rows_ ® _° ao Zone 1—" oc @ Lap, # Rows — ® _° m Zone 2—" oc @ Lap, # Rows — ®= oc Zone 3—" oc @ Lap, # Rows_ ®_° W ' 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 I6.. ST. LUCIE WORKS Section D (Steep Slope Roof System) .n Roof System Manufaaurer: 6;L L- r �-^ L Z63,�t- K'. Notice of Acceptance Number: 3"' �I 471f —/6/ Minimum Design Wind Prerss res, If Applicable(From RAS 127 or Calculations): Zone 1:—Ta• one 2e:�Zone2n:7one2r:&L•ZZone3e:�one3r: - Deck Type: S $ �jrw•.ap• Type Underlaymentl 5e.j�/�o�l.�srv� ✓I'1�7,g h„I�Q, Raof Sbpe: Insulation: .gyp Fire Barrier: NH - Ridge WrYYation7 Fastener Type & Spacing: 14,401 Alj6 0,4f, .y0 Adhesiee Type: {"J a57i c� Pb—ea5'k Type Cap Sheet Mean Roof Height: /� Roof Coveting: 7 y„(„ IS 5 . --' Type & Sim Drip /Sv//weu 3^. Frirm ST. LUCIE WORKS Section E (Tile Calculations) For Moment based the systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. lithe Mr values are greater than or equal to the M,values, for each area of the roof, then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RA512T (Zone 1: _xg,_= _ )_M�_=Ma_ Product ApprovalM (Zone 2e: _x2,_= _)- Mg, _=Mr _ Product Approval Mr (Zone 2n: _x1 = _)-Mg_=M, Product Approval Mr (Zone 2r: _x)._= _ )- Mg: _=Mw_ Product Approval Mf (Zone 3e: --x)6_= _ l- Mg: _=M._ Product Approval Mf (Zone 3r. :_X)L-= _)- Mg: _=Ms_ Product ApprovalM Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M,) From Table Below -Product Approval Mr- M, 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 28.0 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 the systems use Method 3. Compare the values for F with the values for F, lithe F' 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 RA512T (Zone 1: x L x W:=-W:cos r Fn_ Product Approval F' (Zone 2e: xL=xW:=_-W:_casr Fry Product Approval F' (Zone 2n: XL_xW:= f-W: COS Fr Product Approval F' (Zone 2r:_xL=xW:=____)-W: cos r_F, Prod uct Approval F' (Zone Be: _xL =x W:=____)-W:_Cos r_Fr, Product Approval F" (Zone 3r:_xL xW:=____j-W: Cos T-=FOr Product Approval F Where to Obtain Information Description Symbol Where to fintl 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 She Roof Slope D Job Site Aerodynamic Multiplier a ProductApproval Restoring Moment due to Gravity Ms Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance Ms Calculated Minimum Attachment Resistance f' Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Apprmzl Tile Dimensions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.