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RF-15-2199 R j Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242396 Permit Number: RF-8-15-2199 Scheduled Inspection Date: September 11, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: RICE, CORRIE Work Classification: Tile Job Address:41 NW 105 Street Miami Shores, FL 33150- Phone Number Parcel Number 1121360050290 Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Phone: (305)457-9970 Building Department Comments TILE ON NEW ADDITION. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed ❑ Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 10, 2015 For Inspections please call: (305)762-4949 Page 14 of 31 Am O'ecrA A,.1 r3 7066 SW 44'Street Miami,FL 33155 Tel:786-398-9179 Fax:786-800-2627 a1 roofinsyection0mmail.com LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST-TAS#106 Roofing Contractor AG STAR CONSTRUCTION Permit# RF-8-15-2199 Job Address 41 NW 105 ST MIAMI SHORES,FL. Owner's Name RICE CORRIE Type of Tile ALTUSA Date Installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 3.0 ft2 Required Testing Force 35 Lbs Date Tested 09/09/15 Number of Tests 27 Testing Equipment F.G.E.100 Contact Name FRANK Phone# 7/380-0156 LOCATION #OF TEST PASS #OF TEST FAIL Corner 4 Tests 4 Pass Test D Fail Perimeter 9 Tests 9 Pass Test 0 Fail Field 10 Tests 10 Pass Test 0 Fail Ridge 4 Tests 4 Pass Test 0 Fail TOTAL 27 Tests 27 Pass Test 0 Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. a'qh �I YENAN T.LEYVA P.E.4 67416 A-1 Engineerinj Inspection Services, Inc 7066 SW 44t Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 al roofinspectionggmail.com LAB CERTIFICATION# 14-1215.04 09/09/15 PERMIT. #RF-8-15-2199 41 NW 105 ST MIAMI SHORES, FL. T T T T T T T T T T T T T T T T T T T 7066 SW 441h Street Miami,FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 ti 2", ,yeones�� Miami Shores Village y� P' �yldf try 10050 N.E.2nd Avenue NW " Miami Shores,FL 33138-00008 P@� �5: CpoVECS Phone: (305)795 2204 81712E11s Expiration: 0212312016 Project Address Parcel Number Applicant 41 NW 105 Street 1121360050290 CORRIE RICE Miami Shores, FL 33150- Block: Lot: Owner Information Address Phone Cell CORRIE RICE 41 NW 105 ST MIAMI SHORES FL 33150 Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 AG STAR CONSTRUCTION INC (305)457-9970 Total Sq Feet: 338 Type of Work:Re Roof Available Inspections: Additional Info:TILE ON NEW ADDITION. Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1,20 Invoice# RF-8-15-56880 DBPR Fee $3.75 08/27/2015 Credit Card $269.70 $0.00 DCA Fee $3.75 Education Surcharge $0.40 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $269.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoin ormat n is a uratethat all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize th above- med c tract o the work stated. August 27, 2015 Authorized Signature:Owner / Ap cant / g2intractor / Agent Uate Building Department Copy August 27,2015 1 Miami Shores Village AUG 2 2015 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 1 INSPECTION LINE PHONE NUMBER:(305)762-4949 C T[4 FBC 20 1 Y J BUILDING Master Permit No-1 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRICROOFING ❑ REVISION EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION SHOP r, ►_ CONTRACTOR DRAWINGS JOB ADDRESS: 1A k City: Miami Shores County: Miami Dade Zip: e--')� Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Cc (1r fj (;Q Phone#: Address: Lt City: N�t C(1�1 i ,\ -&( _S State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: f-tfn J7hone#: Address: City: 1 /k{ 01' i r � nn State: � L Zip: Qualifier Name: ,�.� l� C�cI��QG� �Z Phone#: State Certification or Registration#: C C C Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: 2 Value of Work for this Permit:$ v U V ware/Linear Footage of Work: Chw T 3 Se Type of Work: ❑ Addition ❑ AlterationNew ❑ Repair/Replace ❑ Demolition Description of Work: Specify olor of color thru tile: G Submittal Apr--- `"'- Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ o 730 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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$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 be approved and a reinspection fee will be charged. Clu"Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 2 C day of 120 �J by ^25Jn dayofU U 20 by �� �C who is personally known toG� l: 1� ,Cl(�f ,who is personally known to me or who has produced L' as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Pri bticState of FIo a Print: JoannaiJl e r F 082755 ``� NIFE NE2 Seal: ;� NIYCOM sSonF Seal: °,r�' : : Notary Public-State of]2018 E�iresUt1121201t3 My Comm.Expires Jul 2w „oCommission ar FF 13 ********* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) AG STAR CONSTRUCTION August 26th,2015 State of Florida County of Miami-Dade Before me this day personally appeared AXEL R.GALDAMEZ who being duly sworn,deposes and says: That he will be the only person working on the project located at 41 NW 105st ST Miami Shores, FL. Sworn to(or affirmed)and subscribed before me this 26 day of August,2015 by AXEL R. GALDAMEZ. Personally know OR Produced Identification Type of Identification Produced Print,Type or St p Name of Notary hudbim JENIFER FUNEZ o+ ' Notary Public-State of Florida P;c My Comm.Expires Jul 2.2018 ��'•.;;, ���.• Commission N FF 138912 ♦5t!ORE Miami shores Village ..... Building Department OR 10050 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt i£ 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signatur6- bk�o wner State of Florida County of Miami-Dade X41 The foregoing was acknowledge before me this day of 20�. By who is personally known to me or has produced uv)- as i ntification. Notary: SEAL: W-AIIIJENIFERNEZ Notary Public-State of Florida My Comm.Expires Jul 2.2011 Commission#FF 138912 f Section A/B AUG 2A715 MIAMI•DADE Miami-Dade County HVHZ Electronic Roof Permit Form Section A(General Information) 2C _.fy _I Master Permit No: 't --1Process No: Contractor's Name: ;�X 6 CLI9 M m C L Job Address: !�( r/� l d S+h T Roof Category Low Slope Mechanically Fastened Tile Mortar/Adhesive Set Tile + Asphaltic Shingles Metal Panel/Shingles Wood Shingles/Shakes Sprayed Polyurethane Foam Other: Roof Type New Roof✓ Re-Roofing Recovering Repair Maintenance Are there Gas Vent Stacks located on the roof? Yes V6_� If yes,what type? Natural LPGX Roof System Information Low slope roof area (ft.2) — Steep Sloped area(ft. j Total(ft.2) Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers,overflow scuppers and;oveV%w drains elfielude 0000:0 dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locattdn ot'parapgt5!6•• 00 960.00 •• • .....• Perimeter Width(a'): Corner Size(a'x a'): ..•:•. • .... . .. ..... �-7 60.69• ••• • •6••• •• •• •• 9999•• . . . . ...... ��F, r �� / � / • • • 9999•• C/ l r I a r ro cOf,,W[_iANCC WITH A_L FL0FHAL E���Tn��ws Tile Roof System MIAMI-DADS Miami-Dade County HVHZ Electronic Roof Permit Form Section D Tile Roof System "Delivering Excellence Every Day" Roof System Manufacturer:I SULACER USA Notice of Acceptance Number(NOA): 14-0605.03 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 29.3 psf Fill in the specific roof assembly components.If a component Is not required,insert not applicable(n/a)in the text box. Deck Type: --5/8"Plywood-- . Optional Insulation: NA Optional Nailable Substrate: NA 0000 Optional Nailable SubstraSp Att hment: • • Roof Slope: "112" FN .. _••.•_ .• 006.6. 0000.. Roof Mean Height: 14 ft. Basesheet Type: 0 0•• •••• 0000 . .. 0000. Method of Tile Attachment: ASTM FELT 30#D226000009 .•• . ..�.•• —Adhesive, 2 Small Paddy Polyfoam Polypro-- ' ..0.. .. 0000.. Fastener Type for Basesheet Attachment: 0 Alternate Method of Tile Attachment per NOA: 1-1/4"RS NAIL&TIN tAP 1:5/8" NA 0000.. Tile Underlaypme/nt(Cap Sheet)hype: Drip Edge Size&Gauge: 1--3"face 26 ga.-- .., Tile Underlayment Attachment Method: Drip Edge Material Type: ~Galvanized Metal— F Drip Edge Fastener Type: 1-1/4"RS NAIL 4"0C I Tile Profile: li_nUTUSA SPANISH"S"CLAY TILE Select Hook Strip Hook Strip/Cleat gauge or weight: - — Section E' MIAMI- E Miami-Dade County HVHZ Electronic Roof Permit Form "Delivering Excellence Every Day" Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' For Moment based file systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. P 1; -39.1 X 0.291 =EE-Mg:Mg; 4.57 =Mr1: 6.80 < 29.3 NOA Mf P 2:PEX X0.291 = 19.81 _Mg; 4.57 =Mr2: 15.24 s F29-37NOA Mf p 3; -100.7 X X 0.291 = 29.30 _Mg; 4.57 =Mr3;FE 529.3 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127' For Uplift based tile 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. P1:� xl:©=�xw:�= -W:�=� xcos ID: Fri:�S�NOA F P2: X1:�=�xw:===-W:==© xcos9:F�=Fr2:=5=N0AF 0000 P3•© x1:�=®xw:�=©-W:�=� xCos 0:©=Fr3:� �NAAfr* 0000•• • 00.00• Y• • •000•• Where to Obtain Information to complete the calculations ...;.. Y 00 0 .0000. Where to Find • ' :'i 0• 00 Description Symbol . . 0 Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed�and.sealed by a professional ' engineer based on ASCE 7. • • • • ••• •• ' Mean Roof Height H Job Site : . . ;.. 0; • Roof Slope e Job Site '00 0 0' Aerodynamic Multiplier X Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) Tile Dimensions I=length Product Approval(NOA) w=width MIAMS OWNER'S NOTIFICATION FORM ® SECTION 1524 HIGH VELOCITY HURRICANE ZONE—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor.The owner's initials in the designed space indicates that the item has been explained. U21.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. MJ2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). `V 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants and 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 to maintain the architectural appearance; therefore, roofing nail pt&%tions of the underside of the deckingmay not be acceptable.The owner provides the option of main ni its a: e�rance.o����� Y P P P � 4g R� � .' . 0 5. Ponding water: The current roof system and/or deck of the building may not cK Lrt�elI anJ%ay causgo-0-� water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication 4.64ructural.disvess and"mai require the review of a professional structural engineer. Ponding may shorten the life exp%%Ijncy AN *p�fformarSNb1. the new roofing system. Ponding conditions may not be evident until the original roofing9)a;m is rer 4d. P(; di", conditions should be corrected. •••••• . . . • . . 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that�hejmf is otoverload'. o a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overfl© v 6cMppers(wall' outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chapter 15 and 16 herein and the Florida Building Code,Plumbing. M/7.Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself).The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's/Agent's Signature: , Date: / F� / t� Contractor's Signature: Permit Number: t'i �� �6S Property Address: �)T 12301-197 12/09 MIAMI-DADE COUNTY MIAMI-DADE PRODUCT CONTROL SECTION 47:1.111:1 11805 SW 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 NOTICE OF ACCEPTANCE (NOA) www.miamidadc.eov/econoruv Sulacer USA,Inc. 6801 NW 77 Avenue,Suite#302 Miami,FL 33166 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: Altuss'°S"Clay Roof 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 nAgJ-Vnge in the applicable building code negatively affecting the performance of this product. 000000 0.0 0 0 0 .. • •• • TERMINATION of this NOA will occur after the expiration date or if there has been a rovidkxwor changeOiA'the 0000:. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endmitn re tt of any product, 0 for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to o"�X with:�.section of this NOA shall be cause for termination and removal of NOA. •••• •• ••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flortda,`nfid followed Wythe •••••• expiration date may be displayed in advertising literature. If any portion of the NOA is dispI484,Mn it shall%done •0 . . . in its entirety. • 0000.. 0 0 00 •• 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 and revises NOA No. 12-1203.07 consists of pages 1 through 7. The submitted documentation was reviewed by Juan E.Collao,R.A. MIAMI•DADECOUNTY NOA No.: I4-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This approves a roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer,S.A.de C.V. and distributed by Sulacer USA,Inc.,as 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 Test Product Applicant Dimensions Specifications Description Altusa"S"Clay Roof Tile Length: 18.75" ASTM C 1167 High profile,one-piece, `S' shaped single roll clay Width: 10.75" tile with a nominal 2-'/z inch headlap. For direct Thickness:0.46" deck nail-on,mortar set,or adhesive set Height:3.6" applications. Trim Pieces Length:varies TAS 112 Accessory trim,clay roof pieces for use at hips, Width:varies rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1. MANUFACTURING LOCATION 1. Pimienta Cortes,Honduras . . .... ...... 2.2. EVIDENCE SUBMITTED '..' .. .' Test Agency Test Identifier Test Name/Report "';" �DAte• •••••• American Test Lab of South RT0426.01-11 ASTM C 1167 0�/07/11 •••• Florida : ' .... . .. ..... American Test Lab of South RT0706.01-11 Static Uplift Testing ••;•• 0+101p� •• •• Florida TAS 101 •• •• •• •••••• American Test Lab of South 2397-116 ASTM C 1167 06/28/07 Florida American Test Lab of South RT0712.02-13 ASTM C 1167 •• 0741 9,43 0 0 Florida •• • American Test Lab of South RT0714.02-14 ASTM C 1167 07/29/14 Florida American Test Lab of South RT0808.01-14 Aerodynamic Multiplier 08/13/14 Florida Restoring Moment Calculations NOA No.: 14-OG05.03 MIAMFDADE COUNTY Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 2 of 7 CLIP DETAILS TILE BY ALTUSA (TMP•) 2-112"OVERLAP (COVERS PIN HOLE) 0 SCREW IN THE INSIDE HOLE p NEAREST TO THE HUMP OF THE TILE i 1 i DECK CLIP WITH ONE(1)SCREW ATTACHED TO DECK CUP PLACEMENT DETAIL O CLIP • • • 0000 0000•• 0000•• •• • 0000.. • 0000•. • • 0000 •• 0000•• 0000 • •• 0000• 0000•. •.• • 0000• •. •• •• 0000.• 0000.. • 0000.• 0000.• • • . •9600• NOA No.: 12-1203.06 Mwrll•oADe age] Expiration Date: 08/26/14 6 Approval Date: 09/19/13 Page 8 of 9 CLIP DETAILS(CONTINUED) TILE BY ALTUSA 2 112"OVERLAP (TYP') (COVERS PIN HOLE) SCREW(HOLDS CLIP ONTO DECK) SCREW 1N THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE i DECK CLIP PLACEMENT DETAIL 11/4" 13w, 314" 51*8" X 518" `r GALVANIZED 300" METAL CLIP DECK • 2 ill"SWiEY�b ••.••• • • END OF THIS ACCEPTANCE : .•. :9 0 9 0: •• . • ••• . . NOA No.: 12-1203.06 IJAmw1 of COUNT' Expiration Date: 08/26/14 �FnwmwApproval Date: 09/19/13 Page 9 of 9 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering,Inc. TAS I01 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 25-7200-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (Quick-Drive Screws,Battens) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-78 TAS 100 Celotex Corporation Testing MTS 520649 TAS 102(A) May 2000 PRI Asphalt Technology,Inc. CLF-003-02-0I TAS 102 October 2001 Redland Technologies 7161-03;Appendix III TAS 102 Dec. 1991 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996 25-7804b-8 25-7804-4&5 • . . .... ...... 25-7848-6 '..' • ...... .. . ...... .... . .. ..... ...... ... . ..... .. .. .. ...... . . . . ...... CMIAMI-MDADECO- NOA No.: 14-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 3 of 7 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 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 Miami-Dade Product Control 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 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. 3.8 May be installed on slopes 7;12 and greater. 4. INSTALLATION 4.1 Altusa '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: Average Weight(W)and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-I (ft) Width-w(ft) Altusa "S"Clay Roof Tile 6.5 1.56 0.9 Table 2. Aerodynamic Multipliers -2 ft Tile ).(ft ) X(ft ) 000000 Profile Batten Application Direct Deck A lidAfl6n Altusa"S" Clay Roof Tile 0.269 0. 91 •. Table 3: Restoring Moments due to Gravity-M9(ft-lbf) ..... 2": 12" 3": 12" 4": 12" 5.,: 12" 6": 12':.'. � 7"f fZ0 oS ...... reate • Batten Direct Batten Direct Batten Direct Batten Direct Batten DKec .Batten7�' ect Deck Deck Deck Deck Deck % ock 4.70 4.71 4.63 4.65 4.54 4.57 4.43 4.46 1 4.30 4. 4. 1!-4.16r- 4.21 :....: . . QMW1AM1WW=UNTYNOA No.: 14-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 4of7 Table 4: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Me hanically Attached Sys ems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" plywood) (Min. 19/32" plywood) Altusa"S" 2-10d Ring Shank Nails 28.6 41.2 19.4 Clay Roof Tile 1-10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2-10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 1 .#8 Screw 28.7 28.7 18.1 2 48 Screws 58.2 58.2 26.8 1-10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Clip) 1-10d Smooth or Screw 29.3 29.3 24.0 Shank Nail Eave Clip) 2-10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Clip) 2-10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa"S"Clay Roof Adhesive 29.3 s Tile 2 See manufacturer's component approval for installation requirements. •••• 3 Flexible Products Company TileBond Average weight per patty 10.7 grams. •••• •••••• 3Mn 2-Component Foam Roof Tile Adhesive AH-160 Average weight per patty 8 grams. .. . .. • .' •0000. .. . 0000.. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lief},0 .. ;••••; for Single Patty Adhesive Set Systems 00.00' Tile Tile Application Mirtimw"Attachlaenf ' 0000. Profile ••assistance 0000.. Altusa"S" Clay Roof 3M 2-Component Foam Roof Tile Adhesive AH-160 :•':V.6 4 •, Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 38.7 %00:0 """ 3M 2-Component Foam Roof Tile Adhesive AH-160 •5 .05 ••••: 4 Large paddy placement of 63 grams of 3M-2-Component Foam Roof Tile Adhesive AH-160 0 0 0 0 5 Medium paddy placement of 24 grams of 3M"2-Component Foam Roof Tile Adhesive AH-160 6 Large paddy placement of 70 grams of 31VI'2-Component Foam Roof Tile Adhesive AH-160 QM"IAMI,WW=UHWNOA No.: 14-0605.03 Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment-MI(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Altusa"S" Clay Roof Tile Mortar Set 24.50 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". ALTUSA MADE IN HONDURAS LABEL FOR ALTUSA"S"CLAY ROOF TILE. (LOCATED ON THE UNDERSIDE OF 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 order to properly evaluate the installation of this system. . . .... ...... ...... .. . ...... .... . .. ..... ...... ... . ..... .. .. .. ...... . . . . ...... M,I■®UNC NOA No.: 14-0605.03 AMMADE i Expiration Date: 08/26/19 Approval Date: 08/28/14 Page 6 of 7 PROFILE DRAWING 18-314'" ' . . .... ...... ...... .. . ...... 10-314"" .... .. ;....: .... . .. ..... ...... ... . ..... .. .. .. ...... . . . . ...... ALTUSA`S' CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 14-0605.03 MIAMI RADE COUNTY Expiration Date: 08/26/19 �Wjugasynsj Approval Date: 08/28/14 Page 7 of 7 MIAMI-DADE COUNTY MIAMKNIDE PRODUCT CONTROL SECTION SMAIM 11805 SW 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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: 3MTM 2-Component Foam Roof Tile Adhesive AH-160 0000 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state an�i•froelowing•..... statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. •..• 6. 00.000 96 6 9066.0 RENEWAL of this NOA shall be considered after a renewal application has been filed and tk4o,kas been no change. 0000.. in the applicable building code negatively affecting the performance of this product. ••9• •• • • 6666 . 00 969.9 TERMINATION of this NOA will occur after the expiration date or if there has been a 1rttN1Qn or ClialWe;in thee• •• materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any proddct, fot••••;• sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comp'ly�vith any section of•6 this NOA shall be cause for termination and removal of NOA. •••••• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and folfgWed�y 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 MIAMI•DADE COUNTY Expiration Date: 05/10/17 F—U71 ' el Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 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 the 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®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•atta chment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile JdhgtV. 0000 •••••• MANUFACTURING LOCATION: ...;.. • 1. Tomball,TX. .... . .. ..... ...... ... . ..... PHYSICAL PROPERTIES: •.; ••••, Property Test Reldit • . . . . ...... Density ASTM D 1622 1.6 lbs./ft.3 ;••••• • 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./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @158°F., 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. �M-1•DADEOCUNTY NOA No.: 14-0805.01 I , ,E § ■ Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA 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 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 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 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 +'•• 528454-9-1 :••' •,.' 528454-10-1 520109-1 TAS 101 12/3�/���• �,�!_;� �. 520109-2 ••• •• .••:•. 520109-3 520109-6 •�.;.. ••''�` 520109-7 ~� 520191-1 TAS 101 '....• 034-49•• •;;�:„ ' 520109-2-1 ••�••; •••. '�•�• . s LIMITATIONS: •••• • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembl3tfor fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,9 tigli tile profIlcs • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MT'2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile 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 MIAMI•DADE COUNTY 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 tile 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 RTF 1000 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. 8. 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 placemen]poled herein. • ...... .. . ...... .... . .. ..... ...... ... . ..... .. .. .. ...... . . . . ...... NOA No.: 14-0805.01 MIAMI•DADE :OUNTY Expiration Date: 05/10/17 • r � 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.incites 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 tile 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. •99• Q-MDA DE COUNTY • • ,...� � • • 9999 9999•• BUILDING PERMIT REQUIREMENTS: •••••• •• •••••• As required by the Building Official or applicable building code in order to properly evaluate the iimfalftion o f this•• • system. 9000 9 09 ••9•• ...... ... . ..... .. .. .. ...... . • MIAMI-RADE COU NOA No.: 14-0805.01 � � - Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 %Amtbr ugh plasticcsansart Paddy le•namK7 ) Flat/Low Profile Tile grsMvs"e r+quiradl r,.r'`• ,�-'''i, una�riayr�.nel_ . 1. Starting at the eave course,apply a minimum 2" ` (50.8 min)x 10"(254 nun)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, w •., '•- r under the strengthening rib closest to the Overlock taI"> of the tile being set. &,vr Caurns, s �� 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. °ja� 14�ti`�,. #�;;:,�, .r mss^t„..e+,r �faSSl• V x ' f s Medium Profile/ Double Pan Tile Nall lhreugh phs x cement iwhen required} Nddytaw"NotnrA#1 1. Starting at the eave course,apply a minimum 2" ' - -- N (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 the closest to the Overlock of the tile being set. - r f h 'w•r 2. Continue in same manner. Insure approximately 17 {anens eptlasrel I =fit CM2) (109.7 23 (148.4 cm2)square are inch adhesive contact with the underside of the tile. •+.+ w Iain Esnaclosura •• • •••••• •+ LaW Court• FalG4# • �h�."yh pl•nlc c+ nt High Profile/Single Pan Tile •••• •• ••••• rnfi+n rsgmkgWI P'sddjr IBee•ysk Ilrl •••••• ••• • ••+•• un ►I+yrrvr�t / 1. Starting at the eave course,apply;.minimum +• (50.8 min)x 10"(254 mm)?1"123.4 mna) foajn ••a*:* w'., f paddy onto the underlayment positioned ass'hown . •••••• loi„x .;� �' . ;� under the pan portion of the N&closest to tile+++ • • �"'"�•t _ Overlock of the tile being set. •• • r Battens ' -; ,. `� ry '' 2. Continue in same manner. Insure approximately 17 opus"yt = � r (109.7 cm)—23 (148.4 cm2)square inch adhesive �� rr contact with the underside of the tile. x. w Ear•t•a�rs+- �; � Fascia fXWeephok. 16 i din / s` Ermrclasorc �*' �„�� UNpwd�p• NOA No.: 14-0805.01 MIAMI•DADECOU• Expiration Date: 05/10/17 a r Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL#2 Wil.throughpt•iliet•m•M PwdidVOmn••F.T#•1 Flat/Low Profile Tile {whan requirvd7, r" .., ''� ilwd•daym•n+ 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 nun)foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of ' Inthe tile being set. Insure approximately 17(109.7 cm2) 9.�1t•wu•p19•nal , , ,= —23 (148.4 cm )square inch adhesive contact with the underside of the tile. Eiw{nur4•, Q' N f 2. At the second course,apply a minimum 2"(50.8mm) �~ taI" " Fascta x 7"(177.8 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 E•reClaearr-_._._ ` `>' s, being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. N•ilArnughpUiticmmen4 Medium Profile/Double Pan Tile 4when requiredl ti _ _ -Yadd}� rn•a�hfillal} 1. 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 tile closest to the overloek of the— ;� f tile being set. Insure approxittljt�ty t7(109.7•cT •• pan �•�'��,, '^ 23 (148.4 cm2)square inch acUWsLvp•contaCt•WftYtthe ...... underside of the tile. ...:.. • • 2. At the second course,apply a nit"wlm 2"*5b**=) ••••• K • • x 7"(177.8 mm)x 1"(25.4 mvr fkm n paddjr optj the ••••• � ,.� —E�w•Ca�ar• underlayment positioned as slltTwtittnder the pati - fill � ortion of the tile closest to thr d*T:3ck of the the '. f'' being set. •••••• - 3. Continue in same manner. Insure approxinyJtely 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NUA No.: 14-0805.01 MIAMI•[A4DE COUNTY Expiration Date: 05/10/17 .1r Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nall ttnauhpbaarist• P.ddiarie•n.,.+aTil.� High Profile/Single Pan Tile SMAt•H P/rpulrad� `�.. 1. Starting at the eave course,apply a minimum 2"(50.8 h f mm x 10" 254 mm x 1" 25.4 min foam add it r ) ( ) ( ) 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 cm2)— '"' �'iin, „` •L. .:=' 23 (148.4 cm2) square inch adhesive contact with the 9axa•oxgpdun•i ti<G° ` f " underside of the tile. f. 2. At the second course,apply a minimum 2"(50.8mm) r EsaeGouroe . cest;n x 7"(177.8 min)x 1"(25.4 mm) foam paddy onto the 5, ' w.• h•+. underlayment positioned as shown under the pan 1 b zin Y ��• portion of the tile closest to the overlock of the tile -,,• ,` aria° • being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19(122.6 cm2)square inch adhesive contact with the underside of the tile. ...... .. . ...... .... . .. ..... ...... ... . ..... .. .. .. ...... NOA No.: 14-0805.01 MIAMI•DADECOUNTY Expiration Date: 05/10/17 r r Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 mail dwougrplasticcement Paddy tbetweentiiesa iwhenrequirediJ 1. On the eave course only,apply a minimum 2" (50.8 Battensoptional • � min)x 10" (254 nunm )x 1" (25.4 m) foam paddy i d Paddy iundertile) onto the underlayment positioned as shown,under '' Siaglepaddy the strengthening rib for flat tile or under the pan r ont°pdnle i^ � portion of the tile for low or high profile the closest to the overlock of the tile being set. Leave °x4in. !` �`� approximately 4" (10 1.6 mm up from the eave singleWddr ,� `��r $ ;, { edge free of foam to prevent the expanded adhesive anwrdedsyrraent "2x ain. from blocking the weep holes. Insure r""Ya 2 approximately 17-23 in (109.7-148.4 cm2) of lain. `xw ' adhesive contact with the underside of the tile M e►2Im ascla Eare t 1°sxe 2. Apply a 4" (101.6 mm)x4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Fiat/Low Profile Tile the second course line positioned foam paddy under the strengthening rib for flat tile, or under the Mailtnrouo plastic cement Single paddy under tile pan portion of the tile, closest to the underlock for Iwfienrequfredl Paddy ibetween tiles) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive Battens Paddyiundert0el contact with the underside of the tile. aptiaraf , { (Instf•uctions continued on nextpage) an top of[Be 4x41n. x41n. @ 0000 Sing le paddy wr ��,� • • u ynrervt � <_, • • 0000 0000•• tin. 0000•• •• • 0000•• • 0000•• • • • Eawe.Closure •••••• 0000 •• • • • Eave Course fascia •••••� • •••� 0000• •••••• ••• • ••••• Medium ProflleTile 0 0 0 0•• ••i 0 0 0 0•• • 0000•• • • • • • • 0000•• 0000•• • • • 0000•• i • • • NOA No.: 14-0805.01 MIAMI•DADEC0 j Expiration Date: 05/10/17 r Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nall through plastic Single paddy under die twhenmquiredl 3. Also apply a 2" (50.8 mm)x 4" (101.6 nun)x 3/4" Paddy iheta'eentiles) (19 mm)paddy on top of the cave course the Battens Paddy surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, f (+ closest to the underlock of the first course of tile. Install second course of tile. insure approximately '4x41n. - 44 9 (58.1 cm2) - 11 (71cm2)square inch adhesive ky` contact with the underside of the tile at the overlap paddy as + and 7(45.2 cm2) -9 (58.1 cmZ) square inch of ' adhesive contact with the underside of the the at Lop toe i r the head of the tile. Continue in same manner. Ewe Course— ...r, �'r-asda Weephole to in. 2 in. Eav a closure Drip edge High Profile Tile •••••• •• • •••••• • •••••• ••• • ••••• •• •• •• •••••• • • • • • •••••• MIAMI•DADECOUNTY NOA No.: 14-0805.01 r r Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the cave course,apply a minimum 2" 1)Place enough adhesive to achieve 65 to 70 aq.ln. Steep pitch applications foam in contact with the pan tile, when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 min) 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to in.from outside edge of cover tile• shown under two adjacent pan tiles. Support cave Then install the tile.Ensure 20 to 25 sq.In.contact area. „fie tiles from rocking until adhesive has a chance to Underlayment t � cure. 2. Continue in same manner bringing two pan y �,�✓ 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. Sheathing Eave closure 4: (motarshown) 3. Turn covers upside down exposing the underside weephoie of the tile.Apply a minimum 1"(25.4 mm)x 10" Fascia Board (254 mm)bead of adhesive directly on the inner Remove top portion of the eavecourse cover tile.Abut tosecond course of edge of each side of the cover tile. Leave pan tiles.Ensure eave and of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile 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 min nmmmisgf 20(129 cm2)-25 (161.3 cm2)sqi fare inch*•• •'•••• contact area on each side of'the cover tiV%U ... . ...... pan tile. Continue in same Wi�i)er.Trim awa. .y any cured exposed foam adhesive. Pointing of •••• longitudinal edges of the ce* 'dies are: •••• • considered optional. ' ...... ... . ..... .. .. .. ...... 5. When additional nailing isrequired,2"(50.9 .• mm)x 4"(101.6 mm)naillirs or tie tie wire •••• • system using galvanized, sttuinless steel,•or. •• copper wire and compatible%%ils&may bf,•usrd; • a END OF THIS ACCEPTANCE — NOA No.: 14-0805.01 MIAMI-DADE COUNTY= Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 MU11M �1:1111E'.'y MIAMI-llADE COUNTY �lil+l 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 NOTICE OF ACCEPTANCE(NOA) www.miamidnde.t!ov/economy Polyglass USA Inc. 150 Lyon Drive Fernley,NV 89408 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: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and folloy�pg statement:"Miami-Dade County Product Control Approved" unless otherwise noted herein. ' 0000 0000.. 6.6 • RENEWAL of this NOA shall be-considered after a renewal application has been filed and there.1wJ.been no'change 000000 in the applicable building code negatively affecting the performance of this product. 0 0 0:0 0 0 • 0000.. 0000 00 . . 0 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change infhe••0 *0:00" materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorselnel%funy predV, ; 00 0.0 for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to emply`Mth any sect" ""0 of this NOA shall be cause for termination and removal of NOA. 0"".". 0 • • . . . . 000000 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Plor4%and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is aisplaA,;li&i 004 0 • 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#12-0713.02 and consists of pages I through 9. The submitted documentation was reviewed by Alex Tigera. Zd NOA No.: 14-0717.08 MIAMI•DADECOUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 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 waterproofing Manufacturing Location 6518"x 3'3 3/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'3-'/a" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering, Mara factoring Location 65'x 3'3 3/e" APP polymer modified,fiberglass reinforced, #1 &#2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass! 96* (Surface Printing) 65'x 3'3-'/8" D 1970 fiber/ of ester reinforcedUater oofin •••• •• 80 mils thick membrane.Designed as a metal oofing Xila oef •• Manufacturing Location 460:90 •• • •""' #1 &#2 tile underlayment. 000000 0 Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing merilibr'am,* ••••• Manufacturing Location 32'10"x 3'3-'/8" D 1970 glass-fiber/polyester reinferoe eipwith a g� tiulay •• •• 130 mils thick surface designed for use asa the roof •• "••" #2 • underlayment. :00:6: Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adherhlg,glass- :....: Manufacturing Location 6P x 3'3 3/e" D 1970 fiber/polyester reinforced Alerp?oofingo :' • #2 60 mils thick membrane.Designed as a metal roofing At roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61' x 3'3-'/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 14-0717.08 CMIAMI-DMADECOUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Man:factw•ing.Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #E2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date TrinityERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G 15 5 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 l 10/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/ 2•••• •••••• P40390.10.12 ASTM D 1970 •• :10/03/1£• • P37590.07.13-1 ASTM D6164 --*:-907/02/150••• ••"•• P45270,05.14 TAS 103,TAS 110&ASTM ••••••05/12/14 •••; D1623 P46520.10.14 ASTM D1623 •""•10/03A4•"• P44360.10.14 TAS 103 &TAS 110 .••..•10/07n2l­'. ••••• P43290.10.14 ASTM D 1970&TAS 110 " 10/17/14 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 109/2946--% •• PUSA-055-02-02 TAS 103 : -*-12/10A7 ... •••• PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/69.• Momentum Technologies,Inc. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&GI55 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 MIAM{•OAD NOA No.: 14-0717.08 ,,E �, Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 3 of 9 INSTALLATION PROCEDURES: Deck Type l: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of 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: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 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: Elastoflex S6 G,hot asphalt applied. Surfacing: See General Limitations Below. Deck Type 1: Wood,non-insulated Deck Description: Min. 19/32"plywood or wood plank System Type E(3) Base sheet mechanically fastened deck,subsequent cap membrane self adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type Il or ASTM D 2626. 0000 • •••• •••••• Fastening: Per FBC 1518.2& 1518.4 Nails and tin caps 12"grid,6"o.c.at a min6vfh•,V head 141p.(dor •'• base sheet only) ...... .. . ...... Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps antl•dtMllhum 6"vertical ;....: (Optional) laps. • • .... . .. ..... Membrane: Polystick TU Plus self-adhered. • Surfacing: See General Limitations Below. •• •' . . . . ...•.. NOA No.: 14-0717.08 ••DADECOUNTY Expiration Date: 09/13/16 �FAAJMITIRIApproval Date: 01/22/15 Page 4 of 9 INSTALLATION REQUIREMENTS: 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 eave,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-'/z"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. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,Polystick MTS Plus,Polystick TU Plus,Polystick Tile Pro and Polystick 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 TU P maybe used in all the previous assemblies listed except metal roofing. • • Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing an4 roof0tile systbtN 0.' Polystick TU Max maybe used in non-structural metal roofing and roof the systems. Ela9U4kx:36 G mqX bl; used in roof tiles stems only. 0 Y Y 0000.. .. 0000.. 3. Deck requirements shall be in compliance with applicable building code. ••••'• 0 ;0000; 0000 .. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The de;j jljall befide-o f•• *0:000 irregularities. •• ••• 0•• 0000* 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pr"xisting roof 0.0 •••••0 membrane as a recover system. :06:6: • • 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than thea mount00vfdaY6 0.00 listed in the table below after application. Polyglass reserves the right to revise or alter pro4ticot ejtposure�irrles� 0••••0 not to exceed the preceeding maximum time limitations. • Exposure Limitations(da-s) MTS IR-Xe Elastofiex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 180 180 180 180 180 90 180 FL. Hazelton,PA. N/A 90 NIA 180 N/A N/A N/A N/A N/A 7. 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. NOA No.: 14-0717.08 MIAMI-DADE COUNTY ' , Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 8. In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows: See Table Below Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus, Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope .•"•. • • 0000 s4••0• 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 •• • • • 0000 • •• 0000• 00.90• 000 • 090•• • • • • 0. 00 •• •0.00• • • ••4444• • • • • • • • • 000000 0000•• •!; Stagging • • • • ••• 4600•• Figure 1:Sta in Method • •• 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. NOA No.: 14-0717.08 MIAMI•DADECOUNTY Expiration Date: 09/13/16 Willu,1411411 Approval Date: 01/22/15 Page 6 or 9 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. �s j Roofing Tiles MIA (B Max Per stack) i` 12 o 6 � I MOD."pr.imred with `POLMCKTUPIu+ 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS, Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus,Polystick IR-Xe, Polystick TU Plus,Polystick TU P, Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G are 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: . . 0000 0000.. 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufactO,I�g1"s game orlogv,city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control`A.pproved" 0000:. or the Miami-Dade County Product Control Seal as shown below. 0 0 0:0 0 0 • wwwwww 0000 .. • MIAMI•DADE COUNTY • • • • • wwwwww ••• • wwwww BUILDING PERMIT REQUIREMENTS: •• •••••• ewwww• Application for building permit shall be accompanied by copies of the following: ;0 0 00 0 1.This Notice of Acceptance. `00 a 0 w 0 0 0`•``: 2.Any other documents required by the Building Official or applicable building code in order to properly evali►'ate file installation of this materials. NOA No.: 14-0717.08 MIAMI•GADECOUNTY Expiration Date: 09/13/16 1 Approval Date: 01/22/15 Page 7 of 9 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, XtraFlex 50 Premium Modified Wet/Dry 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 7"/12"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,XtraFlex 50 Premium Modified.. Wet/Dry Cement,Polyglass PG500 MB Flashing Cement to the area in need of repair,followed by a 0gtc44)Tthe 0000.. Polystick material of like kind should be set and hand rolled in place over the area needifigateg repair.Ratahing .• membrane shall be a minimum of 6 inches in either direction. The repair should be installed i+i such a way co .••• • that water will run parallel to or over the top of all laps of the patch. •••:•• • • .0690. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. iyglass"equi�es a �o:•0. minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rolLei%i r eacceptap4c for 9...* rolling of patches or small areas of the roof. Brooming maybe used where slope prohib44 follit1g. •.; 6..... 11. All approved substrates should be dry,clean and properly prepared,before any applicatiptffplystick •• membranes commences. An approved substrate technical bulletin can be furnished uporf reque9t. It is:...;0 "00" recommended to refer to applicable building codes prior to installation to verify acceptadle substrates.' :.,..: 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be fufuisied upon request by our Technical Services Department by calling 1 (800)894-4563. NOA No.: 14-0717.08 MIAMI-DADECOUNTY Expiration Date: 09/13/16 '.... Approval Date: 01/22/15 Page 8 of 9 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 SSSS . . SSSS SSSS.. . . • SSSS.. .. . so SSSS.. SSSS.. SSSS . .. SSSS. .. ,.,05, • . 0 0 0 .Soso, 000.0, . . 0 SSSS.. 00 0 0 000 • NOA No.: 14-0717.08 MIAMI-DADE COUNTY= Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9