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Home My WebLink AboutRoof Worksheet :`, LU L = ST. LUCIE , E Is 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 Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A, B,C 1,Z3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,S,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 Roofs A,B, D 1,2,3,4,5,6.7' Wood Shingles and A,B,D IA4,5,6,7 Shakes Other As Applicable 1,2,A4,5,6,7 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 Rooflnfofeb2l Rev Feb 18,2021 ST. LUCIE `AjORK ,A. Section A (General Information) Master Permit No. Process No. c33��cv.i7r'Z Contractors Name:: License# u Job Address -�G3 ROOF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles ❑Asphaltic Shingles Metal Panel/Shingles ❑Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 1S0 ROOF ROOF TYPE. ❑ New roof ❑ Repair ❑ Maintenance Reroofing ,Recovering Q ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) I�� Steep Sloped Roof Area (SF) Total (SF) � 3o Sr�,> 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. I � . I I I � I 1 - I ST. LUCIE Section C (Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer 6 �� G �a Rows �Zone 1 ._.._. oc @ Lap,#R(If a component is not used,identify as"NA") /► �j� Zone 1- "oc @ Lap,#Rows-Q-@ 0 System Manufacturer:5g1Qi'AY- /��/�� J� �Zone 2• r, "oc @ Lap,# Rows-2-@ "cre a �3 Zone I "oc @ Lap,#Rows-&@ s 00 pp Product Approval No.. Number of Fasteners Per Insulation Board: P Y Design Wind Pressures,From RAS 128 Or Calculations: Zone 1'- Zone 1': Zone 2: Z ne 3: of Zone 1: Zone 1:^�•�Zone 2 • Zone 3�1 ►v Illustrate Components Noted a Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge ermination, Stripping, system: '� q . 2 p� Flashing, Continuous Cleat, Cant trip, Base Flashing, Counterflashing,Coping, Etc.. Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: / �Y(�O� Flashing,Component Material, Material'Thickness, Fastener Gauge Thickness: 6513 2. Type,Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16.. Slope: '3/a ('i i c-g y S r., `/ f Anchor/Base Sheet&No.df Ply s): � /l)/4i[. �� 1.� c-5�z -o �� PLy�� FT. Anchor/Base heet Fastener/ riding Material: Insulation ase Layer: Base Insultation Size and Thickness: Pa apet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: IV A Top Insulation Size and Thickness: A FT. Top Insulation Fastener/Bondi g Material: f ' ( Mean I Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding Materi I: Height r-11A pngrwc?' ApP(L;V A' 4 Ply Sheet(s)'& No.of Ply(s):� 2. 1�'L�/ � �4� d �•� PI jheet Fastener/Bonding Material: -fTop Ply: agwi— ✓ (Aunt! 4AG. ALLiAI-r- Top Ply Fastener/Bonding Material: �D ST. LUCIE 3 Section D (Steep Slope Roof System) A Roof System Manufacturer: -5 U�L-aST 1i�-r" L— Notice of Acceptance Number: L' a Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations): Zone 1:_7one 2e:-Zone 2n:_7one 2r: one 3e: one 3r: A Deck Type: 1 /S 3Z r—PK L !�L oof Slope: Type I ideriaymeni; 30# rl!LT N 4s i �' P CGS R 1L) : t2 - Insulation: Fire Barrier: WA Ridge Ventiadon? Fastener Type&Spacing: wood c!!Il 130 1 �f 11/174F va.N J, Adhesive Type: Type Cap Sheet: Mean Rod Height: Roof Covering: '2 �� 5V—C ,1 p T e&SinDri YP P . - Sage: �� l � REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form. The owner's initials in the designated space indicates that the item has been explained. 1. Aesthetics-workmanship:The workmanship provisions of Chapter 15(High Velocity Hurricane one)are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing,the existing wood roof deck may have to be renailed i accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). J 3.Common Roofs: Common roofs are those which have no visible delineation between neighboring nits(i.e.townhouses,condominiums,etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. X 4. Exposed Ceilings: Exposed,open beam ceilings are where the underside of the roof decking can be eed from below. The owner may wish to maintain the architectural appearance;therefore,roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of maintaining this appearance. 5. Ponding Water:The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer.Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. '2—6. v in off that the roof is not Overflow scuppers wall outlets): It is required that rainwater flaw o so a PP � l q verloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. /�l 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the Xterior of the structural assembly(the building itself).The existing amount of attic ventilation shall not be reduced. Owner's/Agent's Signature: Date:17 Contractor's Signature: �� NL f,- . J Permit Number: Property Address: 6)l� j