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Home My WebLink AboutBLDG1307-0077-Plans (2)CHAPTER 15, 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 fo explain fo 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 rooting system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. 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 Zone) are for the purpose of providing the roofing system meets the wind resistance and wafer intrusion performance standards. Aesthetics (appearance) are not a consideration with respect fo 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 in accordance with 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 vilz. existing roof system.) 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (ie., 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. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish io maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner Kiscpt 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 Nicessary to install tp, overflow scuppers in accordance with the requirements of: Chapters 16 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 r the attic venting, venting shall not be required, stered architect to eliminate Owner's/Agent's Signature Date Contractor's Signature HIGH -VELOCITY HURRICANE ZONES SECTION R4402.14 HIGH -VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE 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 Attachments Required Permit Application Form 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 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 1,2,4,5,6,7 Shakes 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 Section R4403, or If Applicable, RAS 127 or RAS 128 4. Other Component Product Approvals 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation 44.20 2010 FLORIDA BUILDING CODE — RESIDENTIAL Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General information) Master Permit No. Process No. Contractor's Name G4 -,\ an P‘tei Ct' / ,l (.. Job Address ❑ Low Slope 0 Asphaltic Shingles ROOF CATEGORY Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE New Roof 0 Reroofing 0 Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 35zfc) 35 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. T 0310N SV 31VDS = ti£ X ZZ N �CI U) rn rn I I (0321Inb321) '4 'bs LVE A9 03ND3H0 NOIlb'1noivp'N3A 30021 Sn CA � Z coO z NV3Nd2R131I0314 '0'N'fl ZI/S :3d01S �- ■ Toll Architecture A Toll C3rothers,GInc. Company • PHILADELPHIA • ORLANDO ■ SCOTTSDALE • DALLAS • LOS ANGELES ■ DENVER FLORIDA DIVISION • (407)248-5800 a FAX (407)248-5899 2966 COMMERCE PARK DRIVE, SUITE 100 ■ ORLANDO ■ FL. 32819 Florida Building Code 2010 Edition High Velocity Hurricane Zone Uniform Permit Application Form Section D [Steep Stoned Roof Svstemi Roof System Manufacturer: CrIle i9' Notice of Acceptance Number: //-C6/14/1 G g Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: " P2: /' P3: Maximum Design Pressure�/� .. (From the NOA Specific System): ' " Method of tile attachment: L - ion S, ,Oa,15 ter /, is Steep Sloped Roof System Description Deck Type: I ,. ype Underiayment: Roof Slope: J 1- A5 -i m �Pe 30/6 Z4/Ped nsulation: :12 Ridge Ventilation?A re reamer: I WA astener Type & Spacing: l m u ,) - A/u i , 7-6 a) (moi `s\$" ITT‘, Z/lec✓5 /a "r dhesive Type miAi�, 4' ,fit As/14q/i.-... ype Cap Sheet: ,, I A y0 A levn�Jcr/a/,whJ oof covering: I ef, 465(9 Type & Size Drip Edge: I26 e 04/i Z'' x3,1 &" ve Dizt`P A/6drrd +1"o L <2.sf) Mean Roof Height: - Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or . ompare the values for Mr with the val es from Mr. If the Mr values are gr- • er than or equal to the Mr values, for each area o roof, then the tile as. chment method is acceptable. Method 1 "Moment B (P,: tip.°► x A .x,18 = )-,r = Mr, Product Approval Mt (P2: '{ I .a x A .X18 = - M9: = M,2 s -o4uct Approval Mt (P3: 1I.3 x,X .31% = AS - M9: b.S% = Mr, 9►CAA Product Approval Mt uio' 7 1,,..v51 a.$.. ittse Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below 3).10 Product Approval Mt y4 2. ile Calculations Per RAS 127" Mr Required Moment Resistance* Mean Roof Height -► Roof Slope.. 15' 2:12 34.4 3:12 1 32.2 4:12 I 30A 5:12 1 28.4 6:12 1 26.4 7:12 1 24.4 20' 36.5 34.4 32.2 30.1 28.0 25.9 25' 38.2 36.0 33.8 31.6 29.4 27.1 30' 40' 39.7 42.2 37.4 39.8 35.1 37.3 32.8 34.9 30.5 32.4 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. 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 Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= ) - W: x cos 0: - = F„ Product Approval F' (P2: x 1: = x w:= ) - W: x cos O: - = Fsz Product Approval F' (P3: x 1: = w:= ) - W: x cos 0: - = Fr3 Product Approval F' Where to,Obtain Information Description Sym Where to find Design Pressure P1 or P2 . P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height b Site Roof Slope B Jo rte Aerodynamic Multiplier 2 Produ Approval Restoring Moment due to Gray! M9 Product royal Attachment Resist ce 1 M, Product App' e al Required Moment Resi lance M, Calculated \\ Minimum Attachment Resistance F' 1 Product Approval Required Uplift Resistance F, 1 Calculated Average Tile Weight W Product Approval Tile Dimensions I =length Product Approval w = width All calculations must he submitted to the Building Official at the time of permit application. ► ilAMI•DADE 1K•1'1.ltl BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE Stn Ave. Okeechobee, FL. 34972 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.rov/bu iIdlav/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bella "High S" Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA # 09-0512.15 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. MANMADE COUNTY NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Tvae: Wood SCOPE This approves a roofing system using Entegra Bella "High S" concrete roof tile as manufactured in Okeechobee, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Bella "High S" Trim Pieces Test Product Dimensions Specifications Description L= 16%" W = 13-1/" Thickness ='/2" 1= varies w = varies varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. TAS 112 TAS 112 High profile, interlocking, extruded concrete roof tile equipped with two nail holes. For mechanical, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report IBA Consultants, Inc. 2421-94 ASTM C 1167 Redland Technologies 7161-03 Static Uplift Testing Appendix III TAS 102 & 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing 1994 TAS 108 (Nail -On) Redland Technologies P09647-01 Wind Tunnel Testing TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails MIAMFDADE COUNTY L'121ct14111� Date June 2006 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 2 of 7 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. 94-083 94-084 25-7094-(3, 6 & 9) 25-7120-(1 & 2) 25-7183-(3 & 4) 25-7214-(3, 4, &7) 25-7804-4 520111-3 520191-2-1 Calculations Calculations Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moment April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 March 1999 June 2007 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A', Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. MIAMIDADE COUNTY NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 3 of 7 4. INSTALLATION 4.1 Entegra Sales, Inc.'s Bella "High S" concrete roof tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Tile Profile Bella "High S" Tile Table 1: Average Weight (W) and Dimensions (1 x w ) Weight -W (Ibf) 10.5 Length -I (ft) 1.375 Width -w (ft) 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application Bella "High S" Tile 0.349 0.378 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) Tile 2":12"3":12" 4":12" 5":12" 6":12" Greater than Profile 1":12" Bella 'High Battens Direct Battens Direct Battens I Direct Battens Direct Battens Direct Battens Direct S" Tile Deck Deck Deck Deck Deck Deck 6.19 6.89 6.11 6.80 5.99 1 6.67 5.85 1 6.51 5.68 6.33 5.50 6.13 Tile Profile Bella "High S" Tile Table 4: Attachment Resistance Expressed as a Moment - Mi (ft-Ibf) for Nail -On Systems Fastener Type Direct Deck Direct Deck (min 15/32" plywood) (min.19132" plywood) 2-10d Ring Shank Nails 1-10d Smooth or Screw Shank Nail 2-10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1-10d Smooth or Screw Shank Nail (Field Clip) 1-10d Smooth or Screw Shank Nail (Eave Clip) 2-10d Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth or Screw Shank Nails (Eave Clip) 28.6 5.1 6.9 20.7 43.2 23.1 29.3 27.6 38.1 41.2 6.8 9.2 20.7 43.2 23.1 29.3 27.6 38.1 Battens 19.4 2.8 7.3 18.1 29.8 19.0 24.0 38.6 2-10d Ring Shank Nails' I 33.1 I 48.1 I 50.9 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. MIAMI•DADE COUNTY NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 4 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bella "High S" Tile Adhesive 29.32 1 See manufactures component approval for installation requirements. I2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product. Inc. Average weight per patty 8 prams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Bella "High S" Tile Polyfoam PalyProTM 66.54 Polyfoam PolyProTM 38.74 3 Large patty placement of 63grams of PolvProTM. 4 Medium patty placement of 24rrams of PolvProTM. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Bella "High S" Tile Mortar Sets 24.5 5 Tile-Tite Roof Tile Mortar. MKAMI•AADE COUNTY 1111t1•]Ylij� NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen in detail below, or following statement: "Miami -Dade County Product Control Approved". OR ENTEGRA SALES BELLA "HIGH S" CONCRETE TILE LABEL (LOCATED UNDERNEATH TILE) 6. BUILLDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MIAM4DADE COUNTY APPROVED NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06102/11 Page 6 of 7 PROFILE DRAWING END OF THIS ACCEPTANCE MIAMI•DADE COUNTY NOA No.: 11-0414.08 Expiration Date: 07/13/16 Approval Date: 06/02/11 Page 7 of 7 MIAM rgr511 ADE_ DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) O'Hagin Manufacturing, LLC 210 Classic Court, Suite #100 Rohnert Park, CA 94928 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www_miamidade_govJecoaomv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: O'Hagin's Cloaked Vent Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renew NOA# 09-0316.04 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. MIAMI•DADE COUNTY APPROVED NOA No.: 13-0122.07 Expiration Date: 04/04/18 Approval Date: 04/11/13 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Sub -Category: Material: Minimum Slope: Roofing Ventilation 26ga. Steel; 0.032" Aluminum; 16 oz. Copper 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Dimensions O'Hagin's Cloaked Vent 29" x 19" x 2" Tile S -Profile O'Hagin's Cloaked Vent 26-'/4" x 19" x 2" Tile M -Profile O'Hagin's Cloaked Vent 26" x 19-'/2" x 4" Tile Flat -Profile Primary Vent - Standard 24" x 11" x'/2" Flange Primary Vent - Diverter 24" x 11" x 12" Flange MANUFACTURING LOCATION 1. Rohnert Park, CA 2. Lakeland, FL EVIDENCE SUBMITTED Test Auencv/Identifier PRI Construction Materials Technologies Center For Applied Engineering, Inc. MIAMI•DADE COUNTY Test Product Specification Description TAS 100 Metal roof vent for tile roofs TAS 100 Metal roof vent for tile roofs TAS 100 Metal roof vent for tile roofs TAS 100 Primary metal vent flashing for Flat, M, and S Profile vents TAS 100 Primary metal vent flashing with a diverter for Flat, M, and S Profile vents Name TAS 100(A) TAS 100(A) TAS 100(A) PA 100A Report Date OHI -025-02-01 01/10/08 OHI -014-02-02 12/08/07 OHI -026-02-01 01/10/08 MTS No. 257732b 07/30/96 NOA No.: 13-0122.07 Expiration Date: 04/04/18 Approval Date: 04/11/13 Page 2 of 9 APPROVED APPLICATIONS: Trade Name: O'Hagin's Cloaked Vent Tile System Type A: Mechanical attachment of vent under tile. Slot: Mark a 19" x 7" opening centered between layout lines and aligned approximately as shown on exposure lines as seen in Detail A. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Ventilation Calculations: Set primary vent (with or without diverter) in a 1/8" (2.54cm) bed of asphalt roofing cement. Secure primary vent to the roof deck with 1-1/4" x 3/8" (3.16 x .953cm) galvanized ring shank roofing nails spaced 4" (10.16cm) o.c. Seal nails with an approved ASTM D 4586 roofing cement, sealing primary vent flange with a layer of Perma glass mesh buttered into the roof cement around the flange. The tile vent can now be centered over the primary vent and nailed at the head with 2 ea. 1- l/4" x 3/8" (3.16 x .953cm) galvanized ring shank roofing nails. See Detail A. See manufacturer's published literature for net free area LIMITATIONS: 1. Refer to applicable Building Code required ventilation. 2. The installation shall be applied in compliance with the manufacturer's current published application instruction and the requirements set forth in applicable building code. 3. Wind Clip hooks shall be fully engaged under head of preceding tiles. 4. O'Hagin's Cloaked vent tile may be installed on roofs up to roof mean heights of 40 ft. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. MIAMI•DADE COUNTY NOA No.: 13-0122.07 Expiration Date: 04/04/18 Approval Date: 04/11/13 Page 3 of 9 DETAIL A PRIMARY VENT (WITH OR WITHOUT DIVERTER FLANGE) INSTALLATION 1.Mark and cut a 19" x 7" hole in the roof deck Centered between layout lines and aligned Approximately as shown on the exposure lines. (Set blade to the thickness of the sheathing) 2. Seal using sufficient amount of locally approved sealant around outer flange of Primary vent. 3. Attach at 4 -inch centers using approved roofing 4. Flash using locally approved peel and Nails of sufficient length to penetrate the stick. Sheathing. MIAMI•DADE COUNTY APPROVED NOA No.: 13-0122.07 Expiration Date: 04/04/18 Approval Date: 04/11/13 Page 4 of 9 S -TILE VENT INSTALLATION 1. Install secondary vent cover, bending the 2. Secure with approved roofing nails of Wind clip tightly under the preceeding course sufficient length to penetrate the Of tile, adjusting for head lap. Sheathing. M -TILE VENT INSTALLATION 1. Tile is inserted between perforated top of secondary vent cover and bottom flanged with water channel. Bend the wind clip tightly under the preceding course of tile, asjusting for head lap. The secondary vent cover takes the place of two field tiles. MIAMIDADE COUNTY APPROVED NOA No.: 13-0122.07 Expiration Date: 04/04/18 Approval Date: 04/11/13 Page 5 of 9 29" - 32" MIAMI-DADE COUNTY 411 TOP FRONT BACK •? r FLAT -PROFILE "SC - 32 BOTTOM RIGHT - 17 1/2 - 19 - NOA No.: 13-0122.07 Expiration Date: 04/04/18 Approval Date: 04/11/13 Page 8 of 9 STANDARD FLANGE TOP 24' BOTTOM FRONT BACK E RIGHT MIAMI-DADE COUNTY PRIMARY VENT DETAIL 11" 11- r/r -• 3/4" 1/2" - 3/4" 1/2• - 3/4" DIVERTER FLANGE 24' TOP 24 - BOTTOM - 3/4' 1/2' m 3/4• ,�• FRONT 360 13/16"" LEFT - 3/4 t/2' - 3/4• END OF THIS ACCEPTANCE 11" 13/1C 1/2' 3/4' 3/15" NOA No.: 13-0122.07 Expiration Date: 04/04/18 Approval Date: 04/11/13 Page 9 of 9 LOT 40 BLOCK \.() ' 2). N''' u SUB SPOT 'ONBOARD SPOT PLOT PLAN MODEL SAVIERO-VER-GAR-R KIMONO PARKLAND GOLF & COUNTRY CLUB ROUTINE A2 ASSADORCOLLECT10N .8 1669.0N PARCEL B-17 "5 LOT 39 BIOCK U Oir &05 • 8.0 5}8' UNDER CONSSTORY TION 2CAB. RESIDENCE ss.a_-(Isar) • Oh 411-- 5.19" PARCEL B -t7 $TRCES TLtJ' CA14 53A50 ---- 4174'(C) __r^- 11i YV� LEGEND: arn CATCH BASIN _o r.aY ..NTmJ my CENTERUTE •,••, O CLEANOUT oQ MOUE tauten 1870/74 10-2-13 SUP 0 , ELECTRIC SEM 1870/74 9-17-13 SMP CLEVATgN A5-91ALT T Y alum. PROPOSED 3-28-i3 HAM SMP 4 FIRE HYDRANT PG. GATE BY C RN ARROW MPG. JOB NO.: 030415 SCALE: 1" = 30' O AtC 0.92936. SET N/2' ▪ CANT POLE - CONK. + ore POLE - METAL ® 1NNHOLE - SANITARY SEWER • MANHOLE - STORM SEWER • HIL k TN TAB • NAI" & DISC v/ SAMDARY SERIAOE(S) • TFi0PNONE MICRON BOR • Yw1ER METER 04 WATER OWE e YARD DRAIN SHEET 2 OF 2 SHEETS WV6i;:11 b101 38019 A`Od 1i is N F+ N N tC' P V 01 N ;P W N W SA .P W N F•" P =00 ^ °°ro* °�vo ;-03o:oa•0+a og=g1wq4,0m°M NoM-po_01 �c� on;E.ro°-= IRRIGATION LEGEND • HUNTER SPRAY HEAD OR SHRUB ADAPTOR )0t, HUN I FR ROTOR HEAD HUNTER ELECTRIC VALVE HUNTER CONTROLLER WITH RAIN SENSOR PVB BACKFLOW PREVENTER NOT SHOWN: • CLASS 200 LATERAL PIPE • SCH 40 MAIN LINE WITH LOW VOLTAGE WIRE MINIMUM 16 GAUGE • SCH 40 SLEEVES 2 SIZES LARGER ems -0000 Oaantank) a NOISIAKI VORKYlat E eau.. SaANV21 a SIMONY sol SVITVO alvaSd-LODS e oarimo a V111.1110Y1111d 5g ^,g wmg ,cusdluo3 unkluarpaiamcg, v 1:' E sampanTraw goze 000 ODD Eg 0018E DDDn nIfj 000 000 g g 1141; 10 8 8 g :I g iI g ri3S ONVI4 / mt '5000/AVV0 35-3111. AS t4140145 S110111aNCO 5110198410 *it ki011:1910LIMIWA ANY JO 031:11/01130 00 ONeklailaa lar116 S110.0.1.0, SNOIL0003 031W3S MAO 3311210E0Vd S.901M00 gsaw. MO 91019000113111110 '310rSir MU "MAIN aLakSOVSIO can as Taus soma SO sitenasemar 'stossaa "Aso ems Ao Mal IMMO %MRS 3Itt Rua *an sautournoi AO lueame all on As cameo 3VV Drumm min ausesarat CUIVIMPI sone awe SUEMEWEtte919153 TABLE 402(32 TABLE 402(32) — LP -CCAS MAXIMUM CAPACI TY OF POLYETIIYLENE PLASTIO IN THOUSANDS OF tUu PER 110011 FOR GA 3 PRESSURE OF 10 psI AND A PRESSURE DROP OF 1• p.sl SIZING BETWEEN rlrls•r STAGE (HIGH PRESSURE REGULATOR) AND SECOND STAGE (LOW PRESSURE REGULATOR) (BASED O11 A 1,52.SPECIFIC GRAVITY GAS) PIa�IIc' Pipe Len )111 (`eel) 30 40 50 60 70 80 90 • 100 125 150 175 200 225 250 275 300 350 400 450 500 600 700 800 900 1000 1/2 Inch SD11 9.33 (0.660) 2143 1835 1626 1413 1355 1251 1183 1117 990 8)7 826 (28 Piaslic pipe nominal outside diameter (IPS) (dimensions In parenlhesls aro Inside diameter) 3/4 Inch SUR 11.0 (0.860) 4292 3673 3256 1 Inch SDR 11.00 (1.077) 7744 . 6628. 5874 2950 5322 2714 4896 2525 - 4555 2369 4274 2238 4037 1983 3578 1797 3242 • 1500 2000 :21 (81 c 16 (17 : 57 : 18 I )5 <i8 14 )0 : i3 10 : '2 ;8 :I 1653 2983 • 1539 2775 1443 2603 1363 2459 1294 2336 1235 2228 . 1136 2050 • 1057 1907 992 1789 937 1690 849 1531 781 1409 726 1311 682 1230 644 1162 517 933 443 798 11/4 Inch SDR 10.00 (1.328) 13416 11482 10176 9220 8483 7891 7404 6994 6199 5616 • 5167 4807 4510 4260 4046 3860 3551 3304 3100 2928 2653 2441 2271 2131 2012 11/2 Inch 2 lnch SDR 11.00 SDR 11.00 •(1.554) (1.943) 20260 36402 17340 31155 15)68 27612 13924 25019 12810 23017 11918 11182 10562 9361__ 8482 7803 7259 6811 6434 6111 5830 5363 4989 4681 4422 4007 3686 2141) 20091 18978 16820 15240. 14020 13043 12238 11560 10979 10474 9636 8965_ 8411_ 7945 7199_ 6623 3429 616! 3217 5761~ 3039_ 546! 1616 2441 4)85 138) 2089 3753 u O u�ZZ � 4" _ a �ar %N r a0 f 08 2 ^ Z i • 42 2,r r0O J ma. u: i Op D a F -: So 0W. - w=<c�a3a E 4= z< rgi ,,,,,,,,,,,,g. WO 50._ $m o w yria % a°a� f , w � o ww Owg 200 aim r oN =0 * -� - n m% o N`roOmc94, air$am�b z 6 rill t O 0 4 Z„ 7'_.73 � W yy x O • w S ? W t7 U� j W �7 kuj v� rail < s w 06 ` >„ map �3�qw OK OLL�z ` NCwl> 4 z 4 3 0 o w'�w Z! mrYNrWrIlliglil v1w -w>n '°ri'4 Y 9� Za i ,e� 3 104 8 E w¢' u. % t 7 w ty:u.i l w i c m 1 tF—° rz�+ OC 'w�ao2r� Z=� <0mua a' �� W �' - u�' w u�w� " 2 z i� 0 u->oz-uoiYO 3t a ropJ iWn p > o a m 0 Q cn IOW 24. et 07 8 W w ° 0,y n0 0 z S Q 0 ,r -1 Y "— z O a 0� r 4 uta Z 0. alz or Ol a a cc 0 N e tu Q 0 gi ct D a ou_ �1 www -a cw N o< tl1 0 ti t- Z ui N ZN r T 2 M, N m 58-108 1,101IEI IEI) I'ErROI,EI int (.\s Window air — conditioner (source of ignition) )l \ 1 10 ft (min) (Note 1) 10 It (min) (Note 1) Central AC compressor (source of ignition) For Si units, 1 11 = 0.3048 m FIGURE I.1(c) 10 ft (min) (Note 1) (2-600:r-•- or/es 9af wc'. 10 ft (min) (Note 2) Crawl space opening, window, or exhaust fan <� 10 ft (min) (Note 2) Note 1: The relief valve, filling connection, and fixed maximum liquid level Nearest line of adjoining gauge vent connection al the container must be at least 10 ft from any exterior property that can be / source of ignition, openings into direct -vent appliances, or mechanical built upon \ / ventilation air intakes. Refer to 6.3.10. Note 2: No part of an underground container can be less than 10 ft from an important building or line of adjoining property that can be built upon. Refer to 6.3.4.2. Underground ASME Containers. (This figure for illustrative purposes only: code shall govern.) Annex J Sample Ordinance Adopting NFPA 58 T leu annex is not a part of the requirements of this N11;9 document but is included for inf<mnalional purposes only. J.1 The following sample ordinance is provided to assist a jurisdiction in the adoption of this code and is not part of this code. ORDINANCE NO. An ordinance of the /jurisdiclionI adopting the 2008 edi- tion of NFPA 58, Liquefied Petroleum Gas Code, documents listed in Chapter 2 of that code; prescribing regulations governing conditions hazardous to life and property from fire or explo- sion; providing for the issuance of permits and collection of fees; repealing Ordinance No. of the [jurisdiction) and all other ordinances and parts of ordinances in conflict there- with; providing a penalty; providing a severability clause; and providing for publication; and providing an effective date. I3E iT ORDAINED f3YTI iE l ovrnring body] OF TI f E /juris- dirtionJ: SECTION 1 That the Liquefied Petroleum Gas Code and docu- ments adopted by Chapter 2, three (3) copies of which are 00 file and are open to inspection by the public in the once of the (jurisdiction's beeper of records] of the (jurisdiction J, are hereby adopted and incorporated into this ordinance as fully as if set out at length herein, and from the date on which this ordinance shall lake effect, the provisions thereofshall h0 con - 2008 Edition trolling within the limits of the /ja-iv/irlinu/. The sante• are herehr:ulopted as the code (1(.1110 ljuricdictieo/ for the purpose of prescribing regulations governing conditions hazardous to life and property from lire or explosion and providing; 1'0:- issuance urissuance of permits and collection of fees. SECTION 2 Ahs p01500 win) shall violate any provision of this code or standard hereby adopted or rail to comply there- with; orwho shall violat0 or' frlil to comply synth any order made thereunder; or who shall build in violation of any detailed statement of specifications or plans submitted and approved thereunder; or failed to operate in accord:ince with any certifi- cate or permit issued thereunder; and from which 00 appeal has been taken: or who shall fail to contpl}'with such an order as affirmed or ntodilicd by or by a 001111 of competent jurisdic- tion, within the ttme fixed herein, shall severally for each and even such violation and noncompliance, respectively, be guilty of a misdemeanor, punishable by a line allot less than nor more Ihan $ or by iulprisonmetil for not less Ihan days nor more than days or by berth such fine and imprisonment. The imposition of one penalty for any violation shall not excuse the violation or permit it to con- tinue; and all such persons shall he required to correct or remedy such violations or defects within a reasonable time; and when not otherwise specifier) (he application of the above penalty shall not be held to prevent 1110 enlhrcecl removal of prohibited conditions. Each ri;iv that prohibited conditions are maintained shall constitute a separate ((((('0sc. ‘Z, NN \)th'\$•C'1) ZNI3‘C\4' 0 AV 1 Fa FIFA S1REE SatelltiM , STREE1 82saw8 83 44 539 Y7 11'! II t4 k ::.ism , m I Ii14i t6 79 18 17 iti fStA * 4 141 44,40Rffitiad 73 36 41,4u gi Wit 0 WI flittp4"22 it THIS SURVEY LOCATION MAP NUI IU SCALL 20 2f D *// (-C , T642 div feri Glib (e o TA -4 04 ' LOT 40 BLOCK D PARCEL B-17 N89.58,19„,_ 5374' • LOT 39 BLOCK D ROP. iv PROP. Au PlANA1AVER 7.67' r fir' 15.6! //v/ r PROPOSED 2 STORY C.B.S. RESIDENCE F.F. EL=14.80' GAR. EL= MODEL SAV1ERO-VER-GAR-R 39.67' X 81.00' PARCEL B-17 j 5.19' f✓�Jlor� �� PLOT PLAN MODEL SAVIERO-VER-GAR-R REVISIONS PARKLAND GOLF & COUNTRY CLUB REPL.AT #2 AMBASSADOR COLLECTION 3-28-13 F.B.IPG. DATE JOB NO.: MAM SMP BY CK'D 030415 LEGEND: ® CATCH BASIN 0 CABLE JUNCTION BOX q. CENTERLINE O CLEANOUT CONCRETE MONUMENT o ELECTRIC SERVICE (,1 ELEVATION, ELEVATION, AS -BUILT 1,1' ELEVATION, PROPOSED 4. FIRE HYDRANT •w' FLOW ARROW SCALE: 1" = 30' O IR&C L82936, SET 1/2" -4)- LIGHT POLE - CONC. + LIGHT POLE - METAL 05 MANHOLE - SANITARY SEWER © MANHOLE - STORM SEWER i NAIL & TIN TAB • NAIL & DISC \// SANITARY SERVICE(S) ■ TELEPHONE JUNCTION BOX C7 WATER METER WATER VALVE • `(ARO ORM SHEET 2 OF 2 SHEETS w D a w 1-1 U z w w C7 z J 0 w D W GENERAL NOTES N.T.S. 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