The URL can be used to link to this page

Home My WebLink AboutUNIFORM PERMIT APPLICATIONROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 1525 HIGH -VELOCITY HURRICANE ZONES - UNIFORM PERMIT APPLICATION Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form SCANNED BY INSTRUCTION PAGE St. LUoie County COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT 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 Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 +AsPfial6c Shingles A,B,D,E 1 Concrete or Clay Tile 1,2,3,4,5,6,7 Metal Roofs A,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 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 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 PAS 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 FLORIDA BUILDING CODE 6th Edition (2017)— BUILDING 5.31 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. r Process No. Contractor's Name (�U � � � e /4 /��-_n�-• `� Job Address ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile W Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood ShingleslShakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE 4 New Roof 0 Repair 171 Maintenance ❑ Reroofing r= Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 4K, Total (SF) �t7S 4f Section B (Roof Plate 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. 15.32 FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Gth Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application Fill in specific roof assembly components and identify manufacturer (if acomponent is not used, identify as "NA") System Manufacturer: - Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: Pmax2: Pmax3: Max. Design Pressure, from the specific Product Approval system: Deck: Gauge/Thickness: Anchor/BaseSheet & No, of Ply(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation 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 FastenerlBonding Material: Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: _" oc @ Lap, # Rows _ @ _" oc Perimeter: _" oc @ Lap, #.Rows _ @ oc Corner: _" oc @ Lap, # Rows _ @ _" oc Number of Fasteners Per Insulation Board: FieldPerimeter_ Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit FLORIDA BUILDING CODE 5th Edition (2017) — BUILDING 15.33 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 6th Edition (2017). High -Velocity Hurricane zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: v / h Ja Notice of Acceptance Number: f i— de_ raJ�s; Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: 33 P2: S� P3: 94 Steep Sloped Roof System Description Deck Type: Ro Slope: Type Underlayment: 5 a� ^ _ I I 30 ib . :7 12 Insulation: N A shed, Fire Barrier: Wp Seed Ridge Ventilat o A, Fastener Type & Spacing: �l 4Yi Shank I t.." IF ield Adhesive Type: / Gc--{ LCYlle ni' t t Mean Roof Heigh[: �_ 15.34 Type Cap Sheet: N I A- 5 h e Roof Covering: 1 Type & Size Drip Edge: OJaluani-me d'R "xa" drip edge FLORIDA BUILDING CODE 6th Edition (2017) —BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 6th Edition (2017) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based rile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mp If the Mfvalues are greemr than or equal to the Mr values, for each area of the roof, then the die attachment method is acceptable. Method I `Moment sued Tile Calculations Per RAS 127" (PI:—xL—=_)-Mg:_=M,I_ Product Approval Mf_ (P2:_xL_=__)-Mg:_=Mt2_ Product Approval Mf_ (PJ:—xl`—=-1'Mg:—=Mp_ Pmduct Appoval Mf_ Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr) From Table Beinw o_'. .,.,., __....._,.. M, required Moment Resistance - Mean Roof Height Roof Slape 20' 26' 30, 40! 2:12 34A 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37A 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 28A 29A 30.5 32.4 712 24A 26.9 27.1 28.2 30.0 'Must be used in conjunction with a list of moment based die systems endorsed by the Bmward County Board of Rules and Appeals. For Uplift bawd the systems use Method 3. Compared the values for with the values fur Fr. If the values she greater than or equal in the Frvalues, for each area of the roof, then the file attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI:_x L_=_x w:=_]. W:_x eos0__=F,1_ Product AppmvalF (P2:_x L_= xw:=_�-W:_x Was .—F — , _ Product Approval F (P,: xL W. ..... ^YY"" Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Tsble 1 or by an engineering analysis prepared by PE hazed on ASCE 7 Mean Roof Height H Job Sire Roof Slope B Job Site Aerodynamic Muldplier 1 Product Approval Restoring Moment due to amviry `M9 Product Approval Attachment Resistance Mr. Product Approval Required Marconi Resismoce M, Calculated Minimum Attachment Resistance Product Product Approval istance Fr Calculated eight W Produd Approval nsions E.a)m1adowmcb...��bmitted L=length W = width Produm Approval ubmitted to the building official at the time of pemdt application. FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 15.35 . J SECTION 1524 - HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, 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 section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates -that the item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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 par[ 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 in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code, Building. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (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. f 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed 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 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. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. COMMENTS: "4� - w er's/Agent' Signature City of Plantation Date Rev. 03/15/12 UL Evaluation Report UL ER2453-02 Issued: April 5, 2017 Visit We On -Line Certifications DIreetery. MMnt.Ul.co-nef�Jlr2CfC;y for cunent status of Report UL Category Cade: ULEZ CSI MasterFormatS I DMSION: 07 00 00 —THERMAL AND MOISTURE PROTECTION Sub -level 2: 07 30 00 — Steep Slope Roofing Sub -level 3: 07 31 00— Shingles and Shakes Sub -level 4: 07 3113 — Asphalt Shingles. COMPANY: OWENS CORNING ONE OWENS CORNING PKY T.OLEDO, OH 43669 (419)248-7060 11A :l a.owenscarniral cam/ 1. SUBJECT: Asphalt Shingles CLASSIC(, SUPREME(A DURATION® PREMIUM, TRUDEFINITIONS DURATIONS, TRUDEFINITIONS DURATION® STORM1e TRUDEFINITIONS DURATION& MAXTM, TRUDEFINITIONS OAKRIDGES, OAKRIDGES, WOODCRESTS, WOODMOORS, TRUDEFINITIONS WEATHERGUARDO HP, BERKSHIRES, DEVONSHIRETM, WOODSTARTO STARTER SHINGLE, STARTER STRIP PLUS, STARTER STRIP SHINGLE, AND TRI BUILT STARTER STRIP BERKSHIRES HIP & RIDGE SHINGLES, HIGH RIDGE HIP & RIDGE SHINGLES WITH SEALANT, RIZERIDGES HIP & RIDGE SHINGLES WITH SEALANT, WEATHERGUARDS HP HIP & RIDGE SHINGLES, PROEDGEA DURARIDGEw HIP & RIDGE SHINGLES AND PROEDGES STORMS HIP & RIDGE SHINGLES 2. SCOPE OF EVALUATION 1112015, 2012, 2009, and 2006 Intemational BuSding Code S (IBC) 92015, 2012, 2009, and 2006 intemaBonal Residential Code S (IRC) N [CC ES Acceptance Criteria for Quality Documentation (AC10), Dated December 2012 ® ICC ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), Dated March 2012 The products were evaluated for the following properties: ■ External Fire Exposure (ANSI/UL790, ASTM E108) N Wind Resistance (ASTM D3161; ASTM D7158) ■Physical Properties ( ICC-ES AC438) 3. REFERENCED DOCUMENTS ® ANSIIUL790 Eighth Edition, (ASTM E108), Standard Test Methods for Fire Tests of Roof Coverings ■ ASTM D3161-13, Standard Test Method for Wind -Resistance of Steep Slope Roofing Products (Fan -Induced Method) ■ ASTM D7158-11, Standard Test Method for Wind Resistance of Asphalt Shingles (Uplift Force/Uplift Resistance Method) ■ UL Subject2375, Outline of Investigation for Hip and Ridge Shingles (UL Fire and Wind Tests) s ICC-ES Acceptance Criteria for Alternative Asphalt Roofing Shingles (AC438), Dated March 2012 4. USES OWENS CORNING asphalt shingles described in this report are altematives . to asphalt shingles complying with Section 1507.2.5 of the 2015, 2012, 2009 and 2006 ISC and Section R905.2.4 of the 2015, 2012, 2009, and 2006 IRC, and are Class A roof coverings for new and existing roofs. S. PRODUCT DESCRIPTION OWENS CORNING asphalt shingles are roof covering materials complying with the following properties when installed as described in this report. The products are three -tab shingles, laminated shingles and hip & ridge shingles. The products are available in standard and metric sizes. Fire Classification: OWENS CORNING asphalt shingles covered under this Report have been tested for fire classification Class A in accordance with UL790 (ASTM El08). Shingles tested In accordance with UL790 (ASTM E108) qualify for use under Section 1505.1 of the 2016, 2012, 2009 and 2006 IBC and Section R902.1 of the 2015. 2012, 2009 and 2006 IRC, Wind Resistance: OWENS CORNING asphalt shingles covered under this Report have been tested for wind resistance In accordance with ASTM D3161 or ASTM D7158. Shingles tested in accordance with ASTM D3161 are classified as Class F or Class A and qualify for use under the exception to Section 1507.2.8.1 of the 2015 IBC, Section 15072.7.1 of the 2012, 2009 and 2006 IBC, or the exception to Section R905.2.4.1 of the 2015, 2012, 2009 and 2006 IRC. Shingles tested in accordance with ASTM D7158 are classified as Class H and qualify for use in locations as shown in Table 1504.1.1 of the 2015 IBC, Table 1507.2.7.1 of the 2012 and 2009 iBC or Table R905.2.4.1 of the 2015, 2012 and Mg iRC, where the maximum basic wind speed is 150 mph (67 m/s) or less with exposure category of 8 or C (ASCE 7) and a maximum building height of 60 feet (18.3 m). Installation must be in accordance with Section 1607.2.7 of the 2015, 2012, 2009 and 2006 IBC or Section R905.2.6 of the 2016, 2012, 2009 and 2006 IRC, as applicable. Physical Properties: OWENS CORNING asphalt shingles covered under this Report have been tested for physical properties in accordance with AC 438. Shingles tested in accordance with AC438 qualify as an altemative roof covering for use under Section 1507.2.5 of the 2015, 2012, 2009 and 2006 iBC or Section R905.2A of the 2015, 2012, 2009 and 2006 IRC. When installed in new construction in accordance with this report and the OWENS CORNING installation instructions, the shingles are a Class A fire classification roof covering. When the shingles are installed over existing roof coverings, the fire classification is maintained. Page 2 of 30