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Home My WebLink AboutAPPROVED roof info for 8613 tompson point rdy Master Permit No. SettiOn A (General Information) Process NO. Contractors Name: r2 r S'� ld}i t1R License i1 CMG 13 3 C's 3 Join Addres r y •]!- © Low Slope DAsphaltic Shfngles 0 New roof 0 Repair Low Slope Roof Area (SF] ROOF CATEGORY ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles ❑ Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive SUR-RAS 150 ROOF ROOF TYPE. ❑ Maintenance Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Steep Sloped Roof Area (5F) _ TataI (SF) 9 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. INN �� ■� iiii�Ni i��i� �iii ■N ST. LUCIE Section D (Steep Slope Roof System) Roof System Notice of Acceptance Number: -f/ --? atilt - -� 1q Minimum Design WindPressures, If Applicable (From RAS 127 or Calculations): Zone 1_ S! Zone 2egone 2n:one 2r ' V ]one 3e: i Zone 3r. �0�8 Deck Type: p i g w o O Roof Slope: \Type underlaymentPe-eJ nji 1 C� —� 12 �\ Insulation: Fire Barrier: Rki a Yafion7 Fastener Type & Spacing: SGr a ^ p C iQ, v Ad heslve Type: Type Crap Sheet [Mean Rod Height: t 15 \Roof Covering: Type & Sim Drip J(3 -Dr i Edge: 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 No.: 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: Type: Gauge Thickness: Slope: Anchor/Base Sheet & No. df Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insultation Size and Thickness: Base Insulation Fastener/Bonding Materlal: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1':_" oc @ Lap, # Rowse_ 9 _ oc Zone 1:---" oc @ Lap, # Rows — ®_" oc Zone 2:_." oc @ Lap, If Rows _ ! _' oc Zone 3_" oc @ Lap, # Rows_._ ® —" oc ' Number of Fasteners Per Insulation Board: Zone 1':—Zone 14 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.. FT. Parapet Height FT. Mean Base Sheet(s) & No. of Ply(s): -- Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)' & No. of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Sonding Material: ST. LUCIE Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mt. If the Mt 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 RAS 12T (tone _xl_- �_Mg: _=Md_ Product ApprovalM (Zone 2e: _x2,_= _j—Mg: _=Ma— Product Approval Mt (2one2n: _xl,= _)_Mg:_zM"_ Product Approval M, (Zone 2r: —xl_= _)-Mg: --M,— Product Approval Mi [Zone3e: _xl = —Mg. _=Mie,_ product Approval Mt -- (Zone 3r: —)(l`=—.)_Mg: _=Ms_ Product Approval M, Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below_ Product Approval Me _ M, required Moment Resistance* — Mean Roof Height Roof Slope 15' ZO' _ 25-- 3�• - T 4�, — _ - 2:12 _ 34.4 1 36.5 38.2 39.7 _ 42.2 3:12 T 32.2 _ 34.4 36.0 I 37.4 39.8 1 4:22 30 4 -- 32.2 _33.8 _T — 32.8 34.9 - -_ _. 6:12 T26.4 28.0 Z9.4 -- - _ _30.5_32.4 _ 7: 24.4 25.9 _ 27.1 28.2 _ 30.0 'Must be used in conjunction with a list of momert based the systems • For Uplift based the systems use Method 3. Compare the values for F' with the values for Fr If the F' values are greater than or equal to the F, values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: _x L= x W:=—) -Wn_ cos r= F,: Product Approval F' _ (Zone 2e: _x L_ x W:=_-W:_ cos r_-F,2. Product Approval F' (Zone 2n: _x L_ x W:=._) -W:_ cos r_ F,m_ Product Approval F' (Zone 2r: _x L_ x W:=_) -W;_ Cos r_ F.z,_ Product Approval F' (Zone 3e: _x L =x W:=_) -W _ cos r_F,3e_ Product Approval F' (Zone 3r: _x L= x W:= ,) _W:_ cos r =F,3,- Product Approval F' Where to Obtain Information Description_ _Symbol Where to find Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r From appll�ble table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Heigh _- _ H lobsite Roof Slope I — --- - - - _ _ 8 lob Site Aerodynamic Multiplier Product Approval - --- — - lRestoring Moment due to Gravity_ Mc _ Product Approval (Attachment Resistance _ i Mr Product Approval Required Moment Resistance - - - - _ - M,_ ICalculated i Minimum Attachment Resistance _ F' Product Approval Required Uplift Resistance F, �Calculated - AveragerileWeight _ W Product Approval Tile Dimensions I L=length W=width Product Approval ,All calculations must be submitted to the building official at the time of permit application.