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HomeMy WebLinkAboutAPPROVED, ROOFINFO(1)L= L "��01-1, 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: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope A, B, C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roo B, D 1,2,3,4,5,6.7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1921314,5,6,7 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 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. LUCIE Section A (General Information) Master Permit No. A/44- Process No. Contractors Name: :1 \)\C-2. n License# C.CC, t33Z3410 Job Address (3 (� �W �ai�St7� i�C] �JIA(� CQitt FL 3`1990 O'Low Slope ❑ Asphaltic Shingles ❑ New roof ❑ Repair Low Slope Roof Area (SF) r sas ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ErMetal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE. ❑ Maintenance Z(Reroofing - ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) 3 SQS ❑ Recovering Total (SF) 3 Z© O 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. IFS a11 o ) I i I r 2 Z ST. LUCIE NORKS 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: i`b6j 1 Qe6 USA Product Approval No.: ! b,5y, Design Wind Pressures, From RAS 128 Or Calculations: Zone 1':-VZone 1:_ 69f Zone 2:- Zone 3: - l 1,S Max. Design Pressure, from the specific product approval system: ` I ( Z . s Deck: Type: V 1 q U/00d Gauge Thickness: $ �t5/ 11 Slope: 0 Surfacing: IV! 4- Fastener Spacing for Anchor/Base Sheet Attachment: Zone 1': H " oc @ Lap, # Rowsry1. @ J_° ao Zone 1• �! " oc @ Lap, # Rows T @ ' ROD Zone 2• 1 " oc @ Lap, # Rows @ --AL: oc Zone 3:--AL" oc @ Lap, # Rows @ --)L° ac 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, P paiS eTTMIght, H2TghT'af'Sase-- 'flashing Component Material, Material' Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. Anchor/Base Sheet & No. df Ply(s): I O,!//as F0iJ646-e- Anchor/Base Sheet Fastener/Bonding Material: �n p L'11 R./7g SAAAK Naf/s Insulation Base Layer: AZ 14 Base Insultation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top Insulation Size and Top Insulation Base Sheet(s) A No. Base Sheet Fastener/Bonding Material: Ply Sheet(s)' & No, of Ply(s): l Q)u� Ply Sheet Fastener/Bonding Material: 581 Top Ply: t412 Top Ply Fastener/Bonding Material: yA &(aSfoba5c Zo s.4v a. o 11A4 5A P 7. 5 AM FT. FT. 1,01 Parapet Height Mean .Roof Height ST. LUCIE Section D (Steep Slope Roof System) M� Roof System Manufacturer: `J"haM.C- «4,216 , GL Notice of Acceptance Number: 241IQq . 12 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Zone 1:tJ—Zone 2e:- q LZone 2n: Zone 2r:-q 1_Zone 3e:—Zone 3r: Deck Type: 5 I'5i� CD X i O Oj- Type Underiayment and de — Roof Slope: 12 Insulation: �Q Fire Barrier: l A Ridge Ventilation. Fastener Type & Spacing: ' ��y ��nQ SlY(n�G O.r O L Adhesive Type: I �/ Type Cap Sheet: /V lA Mean Roof H ight: ICi Roof Covering: i , Type &Size Drip ,2H a Edge: ST. LUCIE RKS Section E (Tile Calcu For Moment based i are greater than or Required Moment systems, choose either Method 1 or 2. Compare the values for Mrwith the values from Mf. If the Mf values 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 1: _xl_- 2e: =x%_= 2n: —x)6T= 2r: —xlu—= 3e: —xZ—= 3r: _xx—= --)-Mg:—=Mn- -Mg:—=Mr2.- -Mg: —= Ma, - ---)-Mg:—=Me— J - Mg: —= M"'*— _-j - Mg: —= M0— Product Approval M, Product Approval Mf Product Approval Mr Product Approval Mf Product Approval Mr Product Approval Mf Method 2 "Simplified Tile Calculations Per Table Below" Resistance (Mr) From Table Below Prody'ct Approval Mf Mr required Moment Resista e* Mean Roof Height Roof Slope 15, 20'731.6 5' 30' 40' 2:12 34.4 39.7 42.2 3:12 32.2 3 46.0 37.4 39.8 4:12 30.4 32. 3.8 35.1 37.3 5:12 30.1 32.8 34.9 6:12 26.4 28.0 9.4 30.5 32.4 7:12 24.4 .9 28.2 30.0 *Must be used in co ijunction with a list of moment ba the systems * For Uplift based W systems use Method 3. Compare the ues 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, th the tile at ment method is acceptable. Method 3 "Uplift B d Tile Calcu 'ons Per RAS 12T (Zone 1: x L =x W:=_____j -W: cos r =Frt Product Approval F' (Zone 2e: x L =x W:=) -W: cos r =Foe_ Product Approval F' (Zone 2n: x L =x W:=) -W: cos r = n_ Product Approval F' (Zone 2ri x L= x W:= cos r =Fr2r Product Approval F' (Zone 3e: x L�=x W:= -W: rr� Fee Product Approval F' (Zone 3r. x L =x W:=) - cos r �Ew Product Approval F' _ Wh a to Obtain Information Description Symbol Where to find Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r From applicable table in RAS 127 or by an engineering analysis repared by PE based on ASCE 7 Mean Roof Height H Job ite Roof Slope 8 Job Site Aerodynamic Multiplier 2 Product Approval Restoring Moment due to Gravity Ms Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M, Calculated 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 s bmitted to the building official at the time of permit application.