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Home My WebLink AboutAPPROVED ROOFING PACKET083S 7, LLL C., � I - ' L L e 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: Required Sections of Roof System the Permit Application Form Low Slope Application I A, B, C Prescriptive BUR-RAS 150 A: B, C Asphaltic Shingles L.- - Concrete or Clay THe Metal Roofs Wood Shingles and Snakes Other 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 19,4,5,6,7 1,2,3,4,5,6,7 1,2,3,4,5,6;7 1,2,4,5,6,7 �_._.. 1,2,3,4,6,6,7 - — 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 S. 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`. LUCIE WORKS Section A (General Information) Master Permit No. Process No. Contractors Name: M eY i C 0+ ✓1 400 License # GC CO SSS7d Job Address 3 ^A J 1 V e r ()On Is-� ❑ Low Slope BAsphalt:c Shingles ❑ New roof ❑ Repair Low Slope Roof Area (SF) }' C 0 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles IJ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ ❑ Maintenance ROOF SYSTEM INFORMATION ❑ Mortar/Adhesive Set Tiles ❑Wood Shingles/Shakes @ Reroofing Steep Sloped Roof Area (SF) 000 ❑ Recovering Total (SF) 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. �s. N co 0) ct M LL LLI U fr LLl `a h cc O LL LU LU cr- U) z w O mz Q LU LLj O r, O `') M 14 ON4 CY) ;r m >`r P lzt* _ > CC iQ W T Hl c t rn w LL a a) 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' f System Manufacturer; _---.---.- G Product Approval No.: 150 Design Wind Pressures, From RAS 128 Or Calculations; 2V'►5 150 Zone 1': Zone 1: Zone 2: Zone 3: Max. Design Pressure, from the specific product approval system: Deck: Type: w oo - — Gauge Thickness: Slope: Anchor/Base Sheet & No. df Ply(s): ] `}4� I Pl'i Anchor/Base Sheet Fastener/Bonding Material: I'1►I .ie `Shosnr _vv1,is Insu;at'on Base Layer: N IA Base Insultation Size and Thickness: ! Base Insulation Fastener/Bonding Material: olk Top Insulation Layer:__ Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s):. �;e e- Base Sheet Fastener/Bonding Material: - 2 a v\ Ply Sheet(s)' & No. of Ply(s): GO f- G 10 5 TI.l it P-y Sheet Fastener/Bonding Material: M0+ R. ho,1 i Top Ply: _ (L4A -G Cc i J M OF 1F2 Top Ply Fastener/Bonding Material: Hr,fi 0-S All Surfacing:_____ Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1': rO " oc @ Lap, # Rows �" oc ' Zone 1: 71, oc @ Lap, # Rows /! ® 0 Zone 2: �° It oc @ Lap, # Rows IL oa - Zone 3: " oc @ Lap, # Rowse. ® _.!" ao Number of Fasteners Per Insulation Board: t' j /A 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. 75 f3^5( GAF GIWS �'Y�' Q., Ine V ,n. 2 FT. Parapet Height W oap o cK FT, Mean Roof Height ST. LUCIE WORKS Section D (Steep Slope Roof System) Roof System Manufacturer: ,.,,a - Notice of Acceptance Number: GA a ),- 110q.ok Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Type: Iw 00 0 Roof Slope: Type Underlayment �1 b }' C 1 fi o2 Q 1+ C5 • - -' 2 Insulation: Fire Barrier: Ridge Ventiltigriz Fastener Type & Spacing: . ' r ` ".5 '^A" K �" ` s R 1 jS �� v�+r.c, l c1 Adhesive 1pe: fl Type Cap Sheet Mean Roof Helght: 1 l Roof Covering: n -A'—Ob— y ` "L- t-t 4- Sit ►�ltc Type & SIze Drip Edge: fas4- L` t S'T. LUCIE WORKS N%A Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mr values are greater than or equa: 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 ?Zone 1: x)Lo __} - Mg: _ = M� Product Approval M, (Zone 2e: x _ - Mg: = M,2a Product Approval M(.- (Zone 2n: x 7L = - Mg: = M,a, Product Approval Mr (Zone 2r; x X = -) - Mg: = M,&_ Product Approval Mr (Zone 3e: x _ _) - Mg: Mru Product Approval Mr (Zone 3r: X Mg- = Mrsr Product Approval Mr _.,,,._ Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (M-) From Table Below Product Approva; Mr 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 be 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 Fr If the F' values are greater than or equa to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Ti:e Calculations Per RAS 12T (Zone 1: x L =x W:= ) -W: cos r =Fo 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 =Fr2n Product Approval F' (Zone 2r: x L =x W:= ) -W: cos r =Fr2r 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 =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find From applicable table in RAS 127 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site Product Approval Product Approval Product Approval Calculated Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r H Mean Roof Height Roof Slope A Aerodynamic Multiplier a Restoring Moment due to Gravity Mg Attachment Resistance Mr Required Moment Resistance Mg 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.