The URL can be used to link to this page

RF-15-659BUILDING Miami Shores Village Building Department MAR 24 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 P Master Permit NO.1zF PERMIT APPLICATION BUILDING ❑ ELECTRIC ROOFING PLUMBING ❑ MECHANICAL PUBLIC WORKS Sub Permit No. ❑ REVISION ❑ EXTENSION Ej RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9-57 I,�) 5 01 _1 S +r et4- City: Miami Shores Z �Crounty: Miami Dade Zip: �t.3 S Folio/Parcel#:Wb01.3 tX / ® Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple City: Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: _ I - `�z City: _-(OMM i Qualifier Name: State Certification or DESIGNER: Architect/Engineer: 2'C 4-aly'r State: V Zip: ii 4. XS' a16 -974;�3 ate: Y Zip: _ �1/6- of Competency #: Address: 0z l K City: State: Zip: O Value of Work for this Permit: $ �� 6. l Square/Unear Footage of Work: "qVj900 *-L Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru Submittal Fee $ J Q ` 0,0 Permit Fee $ .30d cb® CCF $ q• 4� 0 CO/CC $ _ Scanning Fee $ /2 .tO CD Radon Fee $ IA 4-n DBPR $ Notary $ M Technology Fee $ /2, 9'(n Training/Education Fee $ 21- 24� Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2WO? the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no approved and are' ection fee will be charged. Signat Signature OWNER or AGINPJ CONTRACTOR The foregoing Instrument was acknowledged before me this day of (LGIV` 20 by lr-eAZ Z H' P-QAV' 5L -e -? who its personally known to me or who has produced RY�1`e/ 1W1DL0n as Identification and who did take an oath. NOTARY PUBLIC: Print: i Seal: a s w�*anw*�w>Nww*�x� APPROVED BY (Revised02/24/2014) The foregoing instrument was acknowledged before me this day of 20 ( by � mho is personally known to J u �►no v � 1.n I�-�� me or who has produced i'!(3—by 6t)�7 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ADYLENE RUIZ ADYLENE RUIZ W COMMWIQN 4 FF 100078 + MY CMUSS101 i FF 100079 EXPIRES: March 10, 2018 = EXPIRES: Mardi 10, 2018 }Aftwas *>ax��m+sxasx�er*�wa *a'ilantl�lAa�PAr41Asae>:w*e**•ar I Plans Examiner Zoning Structural Review Clerk TQC :f Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: 0. ®Y- — COJI+tee- Product Approval Number: 1 t" 10054 O q Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1:P2• P3•'�� Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: Steep Sloped System Description Deck Type; Roof Slope: Type �: 12 Ridge Ventilation? Mean Roof Height: Barrier: Fastener Type & Spacing: dive Type: Type Cap Sheet: \Po i pill, ROof Covering: I & &I-ile-~ Type & Size Drips Edge: c 3'' al vo 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 2. Compare the values for Mrwith the values from Mt. If the Mrvalues are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127' (PA: rr x AD.2�i3 - Mg: = Mr1- -- ftl Product Approval Mt. ® (Pz-r� x a(Zsr - Mg: = M7�'roduct Approval Mt -jt`"� >q P✓ Py (P3��Q( x �,� � - Mg: ,_- M,� Product Approval Mt „ JJ�� A /� Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mt Mt Re uired Moment Resistance* Mean Roof Height --0- ►Roof Slope 4 15' Roof 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 1 27.1 28.2 1 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for P 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: - = Fr, Product Approval F (P2: x 1: = x w:= - W: x cos 0: - = F2 Product Approval F (P,: x 1: = x w:= - W: x cos 0: - = F„ Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity MB Product Approval Attachment Resistance K Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I = length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. SECTION R440Z13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 Section R4402 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 actor. The owner's initial in the adjacent box indicates that the item has been explained. 1.Aesthetics-Workmansh1 p: The workmanship provisions of Section R4402 are for the purpose of provt ' g 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 be een the owner and the contractor. LOP - 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailin accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior moving the existing roof system.) 3. Common Roofs. Common roofs are those which have no visible delineation between neighb ' g units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing cQaUctor 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 . wed 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. This provides the option of maintaining pearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may caustr 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 un ' the original roofing system is removed. Ponding conditions should be corrected. 4�c6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloa from a build up 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 a ante with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the tenor f the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. t may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic 4venti,, ventina shall no be required. J6r KA.1 Ate� wn r' n s SighVt a Date Contrac s Signature 95 ME 9 f V001 V -P -r. P Property Address Permit Number E r4m2 DEPARTMENT OF PERMITTING, ENVWRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATIONVIVISION Coma Cast Corporation 4385 SW 700i Court Miami, FL 33155 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wivw.miamidade.gov/pera 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 PERA - 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) i 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. PERA 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 ��e ed a ed�herein and has been designed to comply with the Florida Building Code including theocity Hurricanof the rida Building Code. : Colterra "S" Roof Tile Each unit shall t label with the manufacturer's name or logo, city, state and following u -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#06-0705.11 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. f NOA No.: 11-1005.04 Expiration Date: 11/21/16 Approval Date: 12/01/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Clay I. SCOPE This approves a roofmg system using Coma Cast Colterra `S' Clay Roof Tile, as manufactured Coma Cast Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone section of the Florida Building Code. For the locations where the pressure requirements, do not exceed the design pressure values obtain 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 Test Product Applicant Dimensions Specifications Descrintion Colterra `S' Clay Roof Length: 18" High profile, one-piece, `S' shaped, clay roof Tile Width: 11" TAS 112 rile with a single roll. For direct deck nail - varying thickness on, mortar set, or adhesive set applications. Trim Pieces Length: varies Accessory trim, clay roof pieces for use at Width: varies TAS 112 hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102(A) The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25-7094-9 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25-7094-6 Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 (4" Headlap, Nails, Battens) NOA No.: 11-1005.04 Expiration Date: 11/21/16 _approval Date: 12/01/11 Page 2 of 7 The Center for Applied 25-71834 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-3 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-3 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25-7214-7 Static Uplift Testing March, 1995 Engineering, Inc. TAS 102 (1 Quik -Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) Walker Engineering, Inc. 25-7183 March 1995 Walker Engineering, Inc. 25-7094 February 1996 Walker Engineering, Inc. 25-7496 April 1996 Walker Engineering, Inc. 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 2i-7848-6 Walker Engineering, Inc. Aerodynamic April 1999 Multipliers Walker Engineering, Inc. Two Patty Adhesive April 1999 Set System NOA No.: 11-1005.04 Expiration Date: 11/21/16 Approval Date: 12/01/11 Page 3 of 7 3. LnuTATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 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 Code Compliance Office 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Colterra `S' Clay 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 Table 1: Aerodynamic Multipliers - ft Tile (ft ) Profile Direcf Deck Applicat4on Coiterra 'S' 0.263 Table 2: Rkstoring Moments due to Grav - bf Tile Profile 3":12" 4":12" 5":12" 6":12" 7":12" Colterra 'S' Direct Deck PirectDeck DirectDeck DirectDeck DirectDeck 8.58 1 8.44 8.27 8.07 7.84 J NOA No.: 11-1005.04 Expiration Date: 11/21/16 Approval Date: 12/01/11 Page 4 of 7 Table 3: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On S stems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Colterra 'S' 2-10d Ring Shank Nails 28.6 41.2 1-10d Smooth or Screw Shank Nail 5.1 6.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 1 .#8 Screw 20.7 20.7 2 48 Screws 43.2 43.2 1-10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 1-10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 2-10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 2-10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 2-10d Ring Shank Nails 33.1 48.1 1 Installation with a 4" file headlap and fastemers are located a min. of 2''/z" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Cofterra 'S' Adhesive 29.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Kftisyrneq Colterra 'S' Polyfoam Pol Pro TM 6.5 0 oam Pol ProTm 38.7 4 Large paddy placement of 63 rams of Pol ProTm. 5 Medium paddy placement of 24grams of Pol ProTm. NOA No.: 11-1005.04 Expiration Date: 11/21/16 Approval Date: 12/01/11 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - M,(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Colterra 'S' Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below, or following statement: "Miami -Dade County Product Control Approved". COMCAST COLTERRA CORP COLTERRA "S" CLAY TILE LABEL 6. BUILDING PERMIT REQUIREMENTS MIAMI, FLA 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. NOA No.: 11-1005.04 Expiration Date: 11/21/16 Approval Date: 12/01/11 Page 6 of 7 PROFILE DRAWINGS 11" COLTERRA `S' CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 11-1005.04 Expiration Date: 11/21/16 Approval Date: 12/01/11 Page 7 of 7 MIAMI ISE MIAMI-DADE COUNTY PRODUCT' CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND (:ODE ADMI ON DIVISION '1' (786)315-2590 F (786) 315-2599 NOA t7"4'4a�_�B�9A a@B3Aa@B34 H(etQ�n_'.'�t� f'C4)T6(laB 3M Company 3M Center Building 0220405-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under t pplicable rules and regulations governing the use of construction materials. The docamentation s en 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 (hi 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 beeiv-49signed to comply with the Florida Building Code including the High Ve g PTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 LING: Each unit shall bear a permanent label with the manufacturers logo, city, state and following statement. " iami- �t$�ntyPradtrct ro pprove au—� s�io erwtse 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 NOA revises NOA 13-0502.02 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 Expiration Date: 05/10/17 1 Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3NFrm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code. do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack(x) 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball. TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft'` Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change (a7, -40° F., 2 weeks +6.0% Volume Change (a.) 158F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. Jft NOA No.: 14-0805.01 opo Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Renort Date #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 320109-2 520109-3 X10109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M"' 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high file profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M 2 -Component Foam Roof Tile Adhesive AH - 160 roof file adhesive with their the assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B)• 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 14-0805.01 COunrrY Expiration Date: 05/10/1' APPROVED I __,4 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of file 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami - Dade County Product Control Seal as shown below. QLAWDADE COU= BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 Nad ihmigh pfaitz ¢emem Imhmte�ivrdl t'a�§d�Q�nnathFs3nl • 6lesidarl.�gm.�-nt -... -- � r *t ' 6~5Oplignml Vate lfie FMi9b Nr1 elvoug3� pioaeic coc�rrit w3wil f 04L#ec l �a�idg p6n�aeb Tile9 is in.a s in. �w ; ... L APPROVED! J Flat/Low Profile Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. High Profile / Single Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 t�nnenE Paddy16rn"IbUIPi Flat/Low Profde Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) la in -, ' x T' (177.8 mm) x 1" (25.4 mm) foam paddy onto the z underlayment positioned as shown under the -; strengthening rib closest to the overlook of the file Ez+eElasuoe _ being set. 44 o"W315 r --1556C CWerra _ _ _- pa�iy lBer�eagla fila3 3. Continue in same manner. Insure approximately 10" (64.5 cm) -12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the file closest to the overlook of the tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x T' (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlook of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 MwMi•DAoe Counrrr Expiration Date: 05/10/17 APPROVED Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) V�+fOugh,zl.�r�a� .- % kcatL'4altad Paddy heI�Mn�a76Tile UN&F X? nt 1 40. 1 Fvi.`yy 1 R=ensefflu pal r. 1 , }. 7t- 10 1GL taw, Lrosk e '•�..� - DriRed9a APPROVED High Profile / Single Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 107'(254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm0 — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x T' (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) -19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 man thmuglnph-Adcsement nddy(hetereent@es) I r''' ° � M F�� tivatder tilee / �a:+tin. sm&RaddY an undarlayment r : a M. - n`r4 F 21 FaraVaguye FlatUW Rroldle Tile Nan through plastic oemmaecat Single Paddy under toe 1when required) Paddy itretween tom) t Battens Y !� Par"la ndertffel aptioual 4W ; ,/ F'► lain 3aa_ /P_ o dn:` }'! ��lepadd'on y � � a in. -s.- y Ease Closure y.. . EaveCourse —fain MGdiutn Prof eTfle On the cave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile file closest to the overlock of the the being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the file 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x V (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) P4af]Waugh plasfic Skeglepattellundertoe dwfm recb ,r Y� ILI- dyl cum) Battess P ytundwtts r'r -f"dtdin Patti on 1a7e - OFascia 3 EatreSacre High ProtitaTDG APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x V (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2)-11(71cm2) square inch adhesive contact with the underside of the file at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the file at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 6S to 70 sq. in. Steep pitch applications In contact with the pan tile. {when required) 2) Tum covers upside down. Place adhesive in to 1 In. frern outside edge of cover tile. Then install the tile. Ensure 20 to 2S s% in. contact area. Incleday—ft (motar drown) Fascia Remove top portion of the eave course cover tine. Abut to second course of pan dim Ensure esus end of pan and cover tiles are flush at eave Rne. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" (50.9 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile. 3. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) from the outside edge of the tile, inward, free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20 (129 cm) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 1 JAM -_-_ -" MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 01 CI+ �►TAl�ClE (�®A� www.miamidade.eov/economy Polyglass USA Inc: 150 Lyon Drive Fernley, NV 89408 AJ4V1 L• 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 ve as escrl a erem, an a d to comply with the Florida Building Code inch a High Velocity Hurricane Z9"=tl oiidaBuil g gide. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the in acturer's name or logo, city, state and following statement: "Miami -Dade County Product Control_ , 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 revises NOA #11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 1 of 8 ROOFING COMPONENT APPRovAL Category: Roofing Sub -Category: Underlayment Material: SBS, APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3 3/g" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with poiyolefuiic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe RDU.. TAS 103 aid A Orme grana ar/sand top surface self -adhering, underlayment 65' x 3'3-3/8" ASTM D 1970 APP polymer modified, fiberglass reinforced. Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mals thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS t03 and Aheavy granuled surface self adhering. APP underlayment 32'10" x 3'32/8- ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mals thick reianforced,. bituminous skeet material for use as #1 & #2 an underlayraerrt are sloped roof assemblies. Resigned as a a roof file underlayment. o ystick SP1 s Reu-. TAS 103 and A vabberized asphalt S W ming, underlayment 65' x 3'3-s/8" ASTM D 1 719 filaer/polyester reinforced waterpr�oofmg (Surface Printing) 80 mils thick membrane. Designed as a nmtal roofing and roof nu factuvingZacatian file underlayment. #1 & # Polystick TU P Ball: TAS 1133 and A raabb=!.Y,- l asphzh vva5.erprzzfmg membrane, underlayment 32'10- x 3'3-/8" ASTM D 1970 gl fiber/polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 a rnderlaam rvent. Polystick Tile Pro Raft: TAS 103 and A. rubberized asp M. , t self -adhering, glass- nlTnvmf w-hirimy rf)v x 3''32/"" h.STM D 113713 fabcr/palycster rcin n—r d vmicrpror+fiang 42 60 "nils thick raernbaarae. Designed as a metal roofing and roof tile underlayment. Pnlvoink D112i prey RaW Ac,' V6bA %nd A rvAvknri7i-A acnlrnak caU��I�cixuaoV�ee- Manufacturing Location 61' x 3'3218- ASTM D 1970 fiber/polyester reinforced waterproo-fang #2 60 mils Cluck membrane. Designed as a rental roofrng and roof Ole uaadeala�aaai oat. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester Manufacturing Location 65'8"x3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Revort Date Exterior Research & Design, LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 022+02.08.05 TAS 103 08/29/05 Trinity ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS I10/ASTM D4798 & D1970 10/19/11 P40390. 08.12-1 TAS 103 & TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PR101111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083 024)1 TAS 1.03 06/30/08 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX201117A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 tit G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 3 of 8 INSTALLATIO OCEDUItE Deck Type 1: Wood, non -insulated Base Sheet: ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid. 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NDA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL LEMTATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed W a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximu314ime limitations. Ex osure Li tions (dais) MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven, FL. 180180 180 180 180 180 180 90 Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality ass ur cc accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code.8. In roof tile application, data for the attachment resistaf tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR Xe, and Dual Pro are limited to mechanically fastened roof file applications. Polystick MTS is limited to mechanically fastened with battens roof file applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof file applications with the exception of mortar set file applications. 9. The maximum roof slope for use as roof tile underlayinent for (direct eck} file semblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR -Xe Polystick TU, TU Polystick TU Plus, TU P, Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation j No limitation battens The above slope limitations can be exceeded only by using batten and counter 'ns in accordance with the Approved Tile System Notice of Acceptance and applicable Flori Building a requirements. Battens are required for both loading and installation of tiles at all times, NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED) 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. m CL 0 to N P m (bot Deck prepared hath POUSTCWTU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. Muaruns►ae couNrr _�ROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane. with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 %4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and property prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and Poly Protector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 Miami Shores Villages:. - ,T �n Building Department APR 0-7 015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 BUILDING REVI 8-11094jeirftNo.Q�� ;PERMIT APPLICATIO _mit No. ❑BUILDING ❑ ELECTRIC 4'ROOFING REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING [—]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Q5 0✓E 9 9 10 Folio/Parcel#: �J" 30t/��`��' Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ( � `D C' Phone#: 6 .3 — Address: nS v '0- ci City: 4 1 A Tenant/Lessee Name: Email: S CONTRACTOR: Company Name: Address: City: a,dA Qualifier Name: State: 7 7A Zip: 331-5 N �--L-- Zip: '53 (al a-'" e : -5 Phone#: -SQ� State Certification or Registration #: ��'��3029. Certificate of Competency #: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: ❑ Addition ❑ Description of Specify color of color thru the: I City: State: Zip: Square/Linear Footage of Work: 01 4�1 ❑ New Repair/Replace ❑ Demolition Submittal Fee $ Permit Fee $ S5 - M CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State it ✓ Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." ' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not jerpproved and a rph�spection fee will be charged. Signatu or AGENT The f\ortggoing instrument was acknowledged before me this day of n1 .20 , by who i sonaliy know to me or who has produced identification and who did take an oath. NOTARY PUBLIC: V 4 8,' /W llE„ nVZ *; fir_ IN COMMISSION # FF 100079 EXPIRES: Match 10, 2018 Si // Tfuu N ouq Public Undemift s Print: A o , a fid' Seal: EFIr as Signature &Wj CONTRACTOR The forgoing instru ent was acknowledged before me this p day of 20 by �,slt Irl a' , who i ersona y know to me or who has produced as identification and who did take an oath. NOTARY PU ADYIENERUIZ W COMMISSION $ FF 100079 RES: March 10, 2018 ftdW Thm Notary Puft Undembro Print: L4 Seal: APPROVED BY Plans Examiner Zoning (RevisedO2/24/2014) Structural Review Clerk Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: EJi A Mr t9i Product Approval Number: 1q— 0q.9,0102 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1::�M 132: Do . 133: Q . Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment: Steep Sloped System Description Deck Type: Roof Slope: Type LJ 12 1 \Bale Ridge Ventilation? Type & Spacing:resive Type: ... 641. �� .... Mean Roof Height: Type Cap Rooi Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application f=orm 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 M, values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,: . 0 x A 0• M9; A13- Mr,- f�.� Product Approval Mf (P2: x AMS 6, /$ ) - Mg: q. $3 = Mr2- 01 Product Approval Mf (P3: x A 6. U -3B, t >31- M9: = M� Product Approval Mf 7A0, 3N Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf *Must bre used In conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for IF with the values for Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method Is acceptable. ii' V11,6, � 1 Required Moment Resistance* Soso r • Where to find •• •• Mean Roof Height -► Roof Slope 4 15' = x w:= _) - W: 20' 25' 30' 40' 2:12 34.4 Product AP-P18MV "' • 36.5 38.2 39.7 42.2 3:12 32.2 Product Approval 34.4 36.0 37.4 39.8 4:12 30.4 •••• 0000 32.2 33.8 35.1 37.3 5:12 28.4 Calculated 30.1 31.6 32.8 34.9 6:12 26.4 Product Approval 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 1 30.0 *Must bre used In conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for IF with the values for Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method Is acceptable. ii' V11,6, � 1 SSSS•• • • • SSSS•• r • SSSS•• SSSS• 0•••• ••••.o • • •••••• • •0000• Where to Obtain Information • • • •. • ... Description Soso r • Where to find •• •• Method 3 "Uplift Based Tile Calculations Per RAS 127" ; r • r • • • • (P,: x 1: = x w:= _) - W: x cos & - = F,1 Product Appfaval'F : • • • A: x 1: = x w:= _) - W: x cos 0: - = F, Product AP-P18MV "' • (P,: x 1: = x w:. )-W: x cos 0: - = F„ Product App0000 0 �$� 11 F MB Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, •••• 0000 SSSS•• • • • SSSS•• r • SSSS•• SSSS• 0•••• ••••.o • • •••••• • •0000• Where to Obtain Information • • • •. • ... Description Symbol Where to find •• •• Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared b;PE based on ASQE 7 Mean Roof Height H Job Site • • • Roof Slope B Job Site a Aerodynamic MultiplierProduct Approval • Restoring Moment due to Gravity MB Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W I Product Approval Tile Dimensions I = length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. SSSS•• • • • SSSS•• r • SSSS•• SSSS• 0•••• ••••.o • • •••••• • •0000• NIIA1111-DADS COUNTY MIAMUMMEPRODUCT CONTROL SECTION ® _ 11805 5w 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NO CE NOA �,,,.a ��.,�ob��,�� r. < «,�_ �, Latin American Tile, Inc. 17832 South Dixie Hwy Miami, FL 33157 SCOPE: e 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 Ilaving 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 �Crform in,tbaacceptdd.... manner, the manufacturer will incur the expense of such testing and the AHJ may imtrUiate;, revoka•m©dity, or 6o suspend the use of such product or material within their jurisdiction. RER reserves the right 11 Peevoke t4ril acceptanW • • • • if it is determined by Miami -Dade County Product Control Section that this product otIM21 #ial fails tU meet 4W ..: requirements of the applicable buildingsees code. *see 6 e � • sees 0600 00000 This product is approved as described herein, and has been designed to comply withsgv.FLorida Jluildipg Com:••• including the High Velocity Hurricane Zone of the Florida Building Code. Sees.' '.; 008000 •— ,--�•e 0060.. so . . . . .e.... DESCRIPTION: "Arizona" "Amazona" Spanish "Qp/" Clay Roof Tile :sees. e . . e6s0e0 LABELING: Eac t all be, a permanent label with the n anufacturer's name or logo, city, state end fe�llowing 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 09-0713.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 14-0820.09 Expiration Date: 09/02/19 Approval Date: 10/16/14 �\ Paae 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Clay 1. SCOPE This approves a roofing system using Arizona & Amazona Spanish "S" Clay Roof Tiles manufactured by Tejar Ceramica Babilonia and distributed by Latin American Tile, Inc., as described in Section 2 of this Notice of Acceptance, and designed to comply with the Florida Building Code for High Velocity Hurricane Zone. 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— Test 0000 Product • • Applicant Dimensions Specifications • • Does s e 'eQ1s&iption Arizona Spanish "S" Clay L = 18.25" ASTM C 1167 High profile,0604 DTece, ` "Waped singh?"• Roof Tile W = 11.75" 00�h0 roll clay tile wra0. nominal 3s headlap....: Thickness: 0.44" for direct decl� meohanically ached or ' - - - _ 0000 0008 sees. adhesive set �V�l WIons. • • :Amazona Spanish "S" L = 18.5" ASTM C 1167 0 High profile!ene Tiiece, `S' shaped singl!a • : • Clay Roof Tile W = 1 1.5" roll clay tile 3fSflj8rominal Y headlap •� Thickness: 0.45" for direct de&-, meehaniclij)i ached bt • • • • adhesive set LppV--ations.' :0000: 'Frim Pieces Length: varies Accessory trim, clay roofs gi&!eS;for use Width: varies at hips, rakes, ridges and valley varying thickness terminations manufactured for each tile profile. 2.1. MANUFACTURING LOCATION 1. Villa del Rosario (Cucuta), Colombia NOA No.: 14-0820.09 Expiration Date: 09/02/19 Approval Date: 10/16/14 Paae 2 of 6 2.2. EVIDENCE SUBMITTED Test Aaency Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. SPC -004-02-05 TAS 100 04/09/04 SPC -004-02-02 TAS 101 04/09/04 SPC -004-02-04 TAS 102 04/09/04 SPC -004-02-03 TAS 102 04/09/04 SPC -005-02-01 ASTM C 1167 04/09/04 SPC -004-02-01 ASTM C 1167 04/09/04 SPC -021-02-01 AS'f M C 1167 01/31/07 SPC -022-02-01 ASTM C 1167 01/31/07 Florida Tec 09-060041 ASTM C 1167 06/15/09 09-060077 ASTM C 1167 06/15/09 Edgar A. Ramirez, P.E. Letter Aerodynamic Multiplier Calculations 10/09/14 0000 • 0000 00..00 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 shall be peifm"id in ajeerftice w9* TAS 106. 0000 0000 •GOOD 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laborat vto 19erfoA gLtAerly tete" in accordance with TAS 112, appendix W. Such testing shall be submitted :9�t[i;Miami-Dade Product *• . Control office for review. G G � 0 D D D 3.4 Minimum underlayment shall be in compliance with the applicable Roofing A�pplioritions Vdnnards listed • • • ...... section 4.1 herein. 00 G • • • • 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 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Arizona & Amazona Spanish "S" Clay Roof Tiles and its components shall be installed in strict compliance with Rooting Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 14-0820.09 Expiration Date: 09/02/19 Approval Date: 10/16/14 Page 3 of 6 N Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile - - --Length-1 {ft) (ft) Arizona 6.8 1.52 0.98 Am 6 Table 2: Aerodynamic Multipliers - A (ft) Tile A (ft') Profile Direct De ation Arizona 0.30 Amazona 0.31 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile 2":12" 3'.:12" 4":12" 5":12" 6.:13w Profile 1'rarge paddy placement of 43 grams of 3M -1 -component Foam Roof Tile Adhesive AH -160. (Min 15/32" plywood) (Min. 19/32` oplyWood) Arizona & Amazona 1. #8 Screw' . .. . ctp.Qjeater Pro ale Direct Deck Direct D ck Direct Deck Direct Deck Direot•Deck .drect Deck.. Arizona 4.90 4.83 4.74 4.61 4 • • ..:1.34 m Aazona 5.19 5.12 5.01 4.89 4!140 .::*4.60 . .... ... ...... Table 4: Attachment Resistance Expressed as a Moment - Oil,*rli) see for Mechanically Attached Systems ; • • • • • . Tile Fastener Type Direct Deck •• •DireciteDrk • Profile 1'rarge paddy placement of 43 grams of 3M -1 -component Foam Roof Tile Adhesive AH -160. (Min 15/32" plywood) (Min. 19/32` oplyWood) Arizona & Amazona 1. #8 Screw' 14.90 14.90 1 One #8 x 2'/z" screw placed approximately 1 5/8" from the head and 4" from the side of the watercourse. Table 6: Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment �� rofile snc ista Anzo - omponent Foam Roof Tile Adhesive AH -160 70.34' 1'rarge paddy placement of 43 grams of 3M -1 -component Foam Roof Tile Adhesive AH -160. NOA No.: 14-0820.09 Expiration Date: 09/02/19 Approval Date: 10/16/14 Pave 4 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". CERAMICA BABILONIA MADE IN COLOMBIA ARIZONA & AINAZONA SPANISH "S" CLAY ROOF TILES LABEL (LOCATED ON TOP SIDE OF THE TILE) 6. BUILDING 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 Building Official or Applicable building code in ordersk%properly evaluate the installation of this system. • . �.... 0000.. .. 0000 NOA No.: 14-0820.09 Expiration Date: 09/02/19 Approval Date: 10/16/14 Page 5 of 6 0000.• .o•. •.••.. • 0000•• • • • 0 **so: 0000 0000 e •1.• 0000 •0.0• • 0000.• •.• • •e•.. . • . • . 0000•• • . • • • 0.00.0 .0• 000• • • • • • NOA No.: 14-0820.09 Expiration Date: 09/02/19 Approval Date: 10/16/14 Page 5 of 6 31RAWINGS • •..00• 000:00 ARIZONA SPANISH "S" CLAY ROOF TH,F. ..• .. 0000. AMAZONA SPANISH "S" CLAY ROOF TILE END OF TIIIS ACCEPTANCE NOA No.: 14-0820.09 rtte�ra�DaDE CO® Expiration Date: 09/02/19 Approval Date: 10/16/14 Pame 6 of 6 0000 0000.. 0000 000• .0000. 0000.. 0000 s • • • 0000 ••.•• • .00 . 0.000 •• 0.00.0 . . ...... 0000.. • . 0. 000.. 0000 . • 00 0 NOA No.: 14-0820.09 rtte�ra�DaDE CO® Expiration Date: 09/02/19 Approval Date: 10/16/14 Pame 6 of 6 RE: Permit # U" 3 00 h' v 6k�l Miami Shores Village Building Department Licens On or Secon (Print name and circle License Type) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 a (n)ontracto / Engineer / FS 468 Building Inspector Architect, (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553,844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this day of ADYUMFM Notary Public, Sate of Florida at _ '� "� # 10°0 110,010 w= EXPIRES: March 10, X18 h 4 ,010 Bonded Tin N*jy Pft Undenifibre *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked an the deck for each inspection Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village BuIlding Department DaterJ� Jc/l 10050 NE 2nd Ave Miami Shores, FI 33138 / Re: Owner's Name: °� 09 Z'�—p IA�OodzS<p Property Address: o(� �Z �> Roofing Permit Number: Dear Building Ciffi/cial- I ),-A 22- �/ ��1 /e �� certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem .taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions Of 199 edition of the uth Florida Building Code (1994 SFBC) Signat0 Print Name - ADYLENE RUIZ +t MY COMMISSION 9 FF 100079 State of Florida EXPIRES: March 10, 2015 County of Dade °�` � 9oftMThruNWgPu*Un6fw�it m The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this , day of&)V'1-11 I Notary Public, Sate of Florida at Larcie • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FISC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 5/21/2009 CIVI L Roi�hUnEE Engineering Corp. g 2370 S.W. 123 Avenue Miami, Florida. 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com May 13, 2015 Miguel and Senores Miami, Florida Project: ROOF TILE UPLIFT TEST REPORT Residential Home 25 Northeast 99 Street Miami Shores, Florida Information provided by client: Permit Number: Not Provided Date Completion: May 9, 2015 Roofing Contractor: Not Provided Project Number: 15-0421 (Testing Laboratory Certificate # 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be latin America Eco Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile, at the above referenced project meets the test requirement outlined in the above-mentioned protocol. Attached please find a copy of our test report for your review. Reileh'Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation iamad Sonny Salleh, P.E.49014 ect Manager TILE UPLIFT TEST Residential Home 25 Northeast 99 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 15-0421 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 25 Northeast 99 Street Miami Shores, Florida Project Number: 15-0421 Test Number Test Load lb Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass Reilch Engineering Corporation -- Project Number - 15-0421 — Page 3 of 4 Test Number Test Load lb Test Status 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 5-5 35 Pass "lest 1-10 Corner, 11-16 Ridge Caps, 17-26 Perimeter, 27-55 Field Reileh Engineering Corporation -- Project Number - 15-0421 — Page 4 of 4 e y 19 20 8 43 41 99 U3 I 40 42 44 26 17 ZI ,� 37 �, 47 }y 30 35 32 '� 46 28 SI 53 3b 25 48 29 29 55 16 49 SZ � 50 22 9 2 24 25 10 I 62, NUMM 0r s5T MOWSP, - FF 5F O kit9 - CAP S5T I OCAAOW FEU9 29 COM - 50 5F 6 CoUk 10 Mf; WSk 1215fANa, a = 3' MNOT 5 005� MIU k1176� CAP - 6 COf;NM ASA - 3'X 3' APPROX. POOP t5T LOCA110N5 AMP f71IV MION5 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 25 NE 99 Street 1132060131270 1 A77 MASSON RODRIGUEZ Miami Shores, FL Block: Lot: Address LAZZ MASSON RODRIGUEZ 25 N. E. 99 ST. Contractor(s) Phone Cell Phone INSIGNARES, MIGUEL A (305)216-2723 of Work: Re Roof ional Info: RE- ROOF COLTERA S TILE TERRA COTTA ification: Residential ninq: 4 Fees Due Amount Bond Type - Owners Bond $500.00 CCF $9.60 DBPR Fee $4.50 DCA Fee $4.50 Education Surcharge $3.20 Permit Fee - New Roof $300.00 Scanning Fee $12.00 Technology Fee $12.80 Total: $846.60 Cell Valuation: $ 16,000.00 Total Sq Feet: 2800 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -3-15-54915 03/24/2015 Cash $ 50.00 $ 796.60 03/31/2015 Check #: 1517 $ 796.60 $ 0.00 Bond #: 2652 Available IncnPntinns- Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that II the fore oing ' fo ation is acc r It a7d that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhe aut #j,a ov amed con a tido the work stated. March 31, 2016 Authorized Signatur Owner pp scan Contractor / Agent Date Building Department Copy March 31, 2015 1