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RF-17-110 Pet A1TIM r Miami Shores Village po Rrifls 7 'A g`n 10050 N.E.2nd Avenue NE #tV rOr Plia sificat1otn.RepAirRoot Miami Shores,FL 33138-0000 �� Phone: (305)795-2204 ?)�� �C? D 'Co . P� Ex Ll iration: 07/16/ 17 � Issua 1� 7I2017 Project Address Parcel Number Applicant 1201 NE 100 Street 1132050090630 Miami Shores, FL 33138-2603 Block: Lot: YAEL BLOOM LIRON BELTZER Owner Information Address Phone Cell YAEL BLOOM LIRON BELTZER 1201 NE 100 Street MIAMI SHORES FL 33138-2603 1201 NE 100 Street MIAMI SHORES FL 33138-2603 Contractor(s) Phone Cell Phone Valuation: $ 2,800.00 SKYLINE ROOFS CONTRACTORS INC (786)272-2886 _:........_. .. ,.. _ .... __...,..... Total Sq Feet: 1 Type of Work:Repair Available Inspections: Additional Info:REPAIR TILE COLOR THRU Inspection Type: Classification:Residential Roof Repair Scanning:4 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# RF-1-17-62622 DBPR Fee $2.00 01/17/2017 Cash $120.80 $0.00 DCA Fee $2.00 Education Surcharge $0.60 Permit Fee-Repairs $100.00 Scanning Fee $12.00 Technology Fee $2.40 Total: $120.80 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 AFFID VIT. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction n oni Futhermore,I authorize the above-named contractor to do the work stated. January 17,2017 Auth r Sign ture:Owner / Applicant / Contractor / Agent ate Buildin Department Copy January 17,2017 1 a ""ED Miami Miami Shores Village JAN � � 1017 Building Department 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 2011 BUILDING Master Permit No. PN l 1 `G PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC dROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ' I CONTRACTOR DRAWINGS JOB ADDRESS: 2©t' N E I - F-�1�cm 1, ! %4p fts , PL 3-�l 13th City Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: r'— :32-06- 005—0(0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): V 4EL 8IUDEJ Phone#: Address: ,, Cc l ul PC IQn4k%FCity: I kar A' State: T` Zip: :�31 36 _ Tenant/Lessee Name: Phone#: Email: f c�,� CONTRACTOR:Company Name: l-f� NC Phone#: W s Address: 9 4 City: State nn Qualifier Name:S"�` V\ ctv�V 4 41 ,` Phone#: State Certification or Registration#: CCC �� 760 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: q Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: 1 S F4 ° Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: I U Specify color of col r thru tile: Submittal Fee$ 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$ (Revised02/24/2014) r \ .*% 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. Signature�°i ACL OW A- SignatureA OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day �of/ 20 It, 1.by by day of 20 t j ►mak who is personally kndwn to who is personally known to me r who has produced as me or who has pro uced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Jn Print: of°°P"Y°� YOHANNA ALFARO Print: Notary Public-State ofJFloridaSeal: ''• ' My Comm.Expires Aug 2Seal: �" e: YOHANNA ALFARO 'OFFICommission#FF 15 %• ?' '°"'s Notar Public-State of Florida My Comm.Expires Aug 25,2018 APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) TAS 106 TEST RESULTS REPORT GENERAL INFORMATION Testing Agency Name: A+ Eneineerinly Testing Lab, LLC, Certification No. 16-0413.03 Address: 7066 SW 44 St Miami F133155 Telephone: 305-668-5792 Fax: 786-513-3754 Email: aplusetl a-Wahoo.com Representative Name: Eng. JAIlAE REYES Title: P.E# 71460 SITE SPECIFIC. INFORMATION Roofing Contractor. SKYLINE ROOF CONTRACTOR Permit#: RF-117110 Job Address: 1201 NE 100 ST.,MIAMI SHORES,FL 33138 ContacL Name: CLAUDIO PH: 786-299-0009 Owners Name: YAEL-BLOOM&H.LIRON BELTZER Type of Tile: FLAT 13" Date Installed: Roof Height 24 feet Roof Pitch: 6/12 Job Access: LADDER Gate: NO Approximate Square Footage of Roof 1.00 SQ Date Tested: o4/24/17 Required Testing Fong: 35 LBS Testing Equipment M2-100,s-3741465 TEST LOCATION PASS FAIL CORNER 04 PERIMETER 12 _ RIDGE 00 FIELD 09 TOTAL: 25 - I Ald W" E CR OF PROTOCOL PA 108,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALI Y CONTROL TEST. TyA810ST_ BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS THIP OT GUARANTEED IN CASE OF NATURAL DISASTERS. A+ EngineeringTsting Lab ROOF DIAGRAM 1201 NE 100 ST., MIAMI SHORES,FL 33138 (PERMIT#RF-117110) 1 7 12 2 2j 25 6 11 1 22 9 10 24 5 21 20 1 17 16 19 4 16 15 3 7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetl@yahoo.com I � . 1 • 1 - u�i �.� :ate i I ■ . in : r: ■ ■ • ■ . . - I' . . .. . - ... . r i �>anR!■■n�anmm■nunaa annum..■m■u■urian■■mna�tnm.w■mlmummnnu■/.■aa■m ■aRa■■. `� r■I!■■ ■mimmmC C mRRr7r+.0■murnammon■61lilltmm!■ai■a■!■■!R■mu ■rm ■■■■■an If�iilii�rirtm Cma m■■C■Cmrl.lm unnnmanmarlr �Cammrr.mmmm/. a■nwaCm■m�■!.noon t\Crlaammmmr6i .�rRlCmlCrTTT�rmlum�ir'error..rr.rn.■:an C/uwmrumim�i.n/in■ lu.rl/tri■■mllim■ muni■ R■■m M/!■nRwmnum■ aL'rtf.m■■■■.lurmr! ■mumut.R.mill■ an U11 f�rrt/r/umMll'fmmwrl■■■■ma.a■■atm/nimr.mRw/w■ria!■■■ ■ma■a■ ■■■■I•�/rummm�mu.r.m#� �► .hmf..alr'imn r;aaaaRa■ ►. ■a ■am■rasa■ :�■>rara■�m�■ /'7m ■ :1 imumam 11/■.1111 �1►�111m 11m#yrdufC i�r/am moviiN ,IL.�C■S!►`■,'l�:.I,d wRw3h`mmtL►7ar m.mi mC�.lrm/mmmm■ mrma ■■ i• li tirR�lar/■ I�. ....�,'S ..•a■■■Mr■ l�7ia■n■mmMnm•'><rfm�■ .■ltmmmuumon 1mmn Cn■ rtalu�M.�RaJrl■■m�l!\��mnmw.■Maar■■a11a.�rlirmM■i•■•�■■ i�iml�w■w■■i #r1.mm�nn■mRmuuCmuu •V�IBmnitrrl�I iumr�niV\ a�.0■mrn#arR wli■�Mmm■.m//limo llmu#mm.u!Iumll l0 ■�■n�n�./um■ �l.�i'Imr1ft7ts rlmmnr ■uu■rRC�hrr1 talo n .!r'i`�I►`.11lfz lla■rmrmK. #n.l rrma an ■ ■mi■n i Lri!'I■n•1lrJllrmCr■Ra►zCmmamlrlfl,►iaRL�IImR�Cmar►��YIIIKI►l; it NMI■.wm!■armma •' lawli#LllmIJiIaRlMlmm mC\iC ar••' � ��l\ullma n rr\r17 I►:]\I(nna■r%ir■all NOR �iianmmmui■u iCaliCM�RI■I� No 1% �C �y�ii l::�� '�� �i \ilii/illiii CC CCii�INNER noC~Ci■CC NMI lion ■iClc\IlLI.I#umnm\`U,mufm rima\IlLilta Cm .fwmC..0■■ Mill {imCmi;i�nrr�r►.m ■lfmnammmrli■runnmmf►m oma�•.m.n.rn/�.711RC ■CCr.mmrim .■ I\ \JIrS.'■C'Winim.■a■m�INlmJrla■■ar ■t•■•!arlm IIrl §tiLlmR won mom ■ an i�lIN.tarV3,11mIrl■,>111111Inm�ii�■a �•noun■an am.na■ ■m■n a11:aMA I�mal'Iffum■minim rC.�m■ ow,/[I FI■aiiUli.mllMl�t'Il1 n/�■ aC�nmm■lmmCm■■mom C1m■ia�.m�ima�'+ILnl,lra■.imfinCn[�. n �mnbinI�ji'sOnP..!rfr■■aauIIaU�ra■ �a amRm■alui. ■1■■ ■■■onmwu\�!■am�llln■■mlin.ti !�n �.Cl�itlCE ;'. : �ICrtrC,CCC:C'.ECmCiniCt:.11Cr\■.C:�CCC�CC:�C ::C■■C.�� MCCii�C:CCCf0 .CC tC�#mRI:��#.m■aftCA M�CrC■CaIE�Cc:a:�'1{IC*i'=+ur:mCC�mC .CC� ark{ �CCCCCICCCam _ now �CrI�C�iR�i3fCCC ��r�mCCCCC�%�C`�7[�L�C�I1 rC�j�7C7r�CCCCCC�C�N�IRAN wounno ,\"Ila Noow 0un C�� CCM •■■■m_/m'Av a r; �1 ■■uum�mmfM lu[I tmCi[1aC7R�mumtuum/ r■m ■►\I;Imfmmm. . ■ f n 1111110rmC{!nrIn J■rC e rC.CirL�:CC/ri �lmi liiRWaimea 2�7iK C�.�jIC p]:v m]gR;nummiaa111aiaiC� ICwi/RR ..auCC a r4ir.f*•..r. rlmm Exxon!; .�imG ■ ■ im.m. w. ■ n■ .UM:]i�] molt. ■t ■■ fuumrummiwim/mmu. am 0• l:nmwmIRK; m.■/�mr.umC..n.an�/w�t.ur�MC.immm.am��ru.�=lmmmmum�fm#now �mmim�� • • Kai nCum"Ill Nunn rCC ::`CNif �CCCCa�C CCCiCCriMiCCCCn� wmCCCCmtraCCCC� � ii CCCiwn l4a m ■Ci ./ irfii■no2unow In on imm■ gCr CCT Cm \rCCCilrl�rmrC►714iCCyir�C�rCCwCI�iACC�iaC/ C:CC#00 onriiNCC �C CACC __ _ .�C. .ar.ri_■ .mCRm.CC f hyafniwl RIM lmmm N NIS 4 aMs`C�/!n ■..mm■ mu.■C■.m/. ■mw In l'�ii�iCC mf�I a C■�rCM�7MC%m Ci*MCm■l�illNCfC4i model CC n��• rCC�Cs CICCmCC�CCN �wn rCaC ■C. d A` �CpiC4*011111111111 maaC so a. CIs.0 00 C CCCCCNo in MIN C f�rCrCC..A4C*. mi■ � Ca�I Cm'C" : C. . C�C:191C t'C[�"CMH. 7 ■ .1 CCf C :r CiC0 0Cf■CrCwu t lmwar/mtm■■ir �aaamwawaY nl■aCrCCamnw >fww rafa.ailm.aaati/ n I Florida Building Code 5th Edition (2014). High Velocity Hurricane Zone Unifonn Permit Application Fonn INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1.2.3.4.5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and A,B,D 1,2,4,5,6,7 Shakes Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice of Acceptance: Front Page . Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or ,w RAS128 •• • .19. • • ••• •• 4. Other Component Not'se 4f s • 5. Municl al Permit Ap ilebtibA '•' 6. Owners Notification for Roofing Considerations Re-Roofing On 7. 1 An Re u red Roof TAsthi /Caltuilktion Dbtdmentation • • • • • • •• •• • •• • • • • ••• • ••• • • ••• • • • • ••• • • • • • • • • • • 123_01-48 8/15 PAGE 1 •• •• • • • •• •• • • • ••• • • • ••• �<ORIDA SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. _Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. 3 Exposed Ceiling: 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 penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6• _Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent s Signature Date Contractor Signature Date 1201 M-C 1 M -'g" Irl i A-." Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; .. ... . . . . . .. . .. . . . . ... . • ••• • ••• ••• • • •• • •• •• • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ♦5N�RFs Miami shores Village �-l "Kill' Building Department 10050 N.E.2nd Avenue 1pRlpA 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 Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: /Z O/ �� /O4f7f Roofing Permit Number: Dear Building Official: I - � �LO, certify that I am not required to retrofit the roof to wall connections of my building because: Ilk 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 1994 edition of the South Florida Building Code(1994 SFBC) y�r=L Signature Print Name State of Florida County of Dade •" •'• : : •" . .. . . . . ... . The undersigned, being the first duly swom,•deposes end*saysstftatft*/she is the owner for the above property mentioned. Sworn to and subscribed before me this �, � da%pi 2v • • • • • • • ••• Y(WiANNA ALFA J Notary Public, Sate of Florida at Large a Notar P My Comm. �P;►eS Aug?.5,2018 • When the just valuation of the structure for pu "' rem 4x2om1's eq'*a1 t9Z' imPJ9A$3 ,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application 1T arbne?4 CCi�r'dctoj 6th o t a co' ection Hurricane Mitigation. Revised on 5/21/2009 xn Section D Tile Roof System Roof System Manufacturer:I ENTEGRA ROOF TILE,LLC Notice of Acceptance Number(NOA): /6-0/14.0;r Minimum Design Wind Pressures,If Appikabte(from RAS 127 or Calculations): . P 1: -39.1 P 2: -68.1 P 3• -100.7 Maximum Design Wind Pressures,(From the NOA Specific system): 31.3 psf Fill In the specific roof assembly components.if a component Is not required,Insert not applicable(n/a)In the text box. Deck Type: -5/8"Plywood— Optional Insulation: NA Optional Nallable Substrate: NA Roof Slope: "/12" Optional Nallable Substrate Attachment: NA Roof Mean Height 14 ft Basesheet Type: Method of Tile Attachment ASTM FELT D226 30# Adhesive, 2 Small Paddy Po{yfbam Po{ypro-- Fastener Type for Baseshest Attachment: Alternate Method of Tile Attachment per NOA. 1-1/4"RS NAIL$TIN CAP 1-5/8- INA Tile Underlayment(Cap Sheet}Type: Drip Edge Size&Gauge: r3 face 26 ga— POLYGLASS TU PLUS ------ Tile Underlayment Attachment Method Drip Edge Material Type: 1-Galv{nized Meta SELF ADHESIVE Drip Edge Fastener Type: 1-1/4"RS NAIL 4"OC The Profile: SM62 a.. s • • • . • WRMUDA CONCRETE TILE 9" -- ct Ho • Hook p/Cleat gauge or weight • so 000 00 0 . .. . .. .. . . ... . ... . . . ... 0:0 . . . . . . . . . . Seca=B Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tie systems,use Method 1. Compare the values for Mr with the values from W.if the Mf values are greater than or equal to the Mr values,for each area of the roof,then the We attachment method Is nooeplable. P 1: 39.1 x 0.205 = 8.016 _Mg; .8 66 =Mr1: .1 166 :5F31-3 NOA Mf P 2: 68.1 x 0.205 13.96 _Mg; 6.88 0 g=Mr2; 7.1 31.3 NOA Mf P 3:F100.7 x a 0.205 e:F20-6-41-Mg Fe-867n Mr3: 13.76 g F31.3N0A Mf Method 3"Uplift Based Tile Calculations Per RAS 12T' For Uplift based the systems use Method 3.Compare the values for F with the values for Fr.if the P values are greater than or equal to the Fr values,for each area of the roof,then the tale attachment method is acceptable. PIT-7.1: =F=xw:==®-W==® xcose:®=Fri:®g=NOAF' 132:= xI: a xw:®a=-W®== xcos9:0=Fr2:®g®NOA P P& xt=- xw:===-W:=== xcro89:0=Fr&.=r. NOAP Where to Obtain Information to complete the calculations Description Symbol Where Find Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and seated by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof slope a Job Site 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 •• ••i ••i ••• i i ••• Product Approval(NOA) a Tile Dimensions w=length in • •• • ••• ••• • Product Approval(NOA) • % • •• •• • • ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DADE COUNTY MKokMI PRODUCT CONTROL SECTION a 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.gov/economy Entegra Roof Tile,LLC 1289 NE 9"Ave Okeechobee,FL.34972 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: Bermuda Concrete Flat 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 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 Oficial. This NOA renews NOA No. 14-1120.06 arJ cons sts o;pages :trot* 6. The submitted documentation was reviewea4V Gtl�p�r l l�0 . •• .. ... .. . . . .. • •• • • NOA No.16-0112.07 MIAMM ADE CO� ••• • ••• • • ...� � Expiration Date:06/07/21 Approval Date:02/25/16 •�• •�° Page 1 of • •• •• • • • •• •• ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in the locations where the pressure requirements, as determined by applicable Building Code, 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 prepared as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Entegra Flat Tile Length= 16" TAS 112 Flat profile,interlocking,high pressure extruded Width= 10" Type 3a concrete roof tile equipped with two nail holes. Class III For mechanical,mortar or adhesive set applications. Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at w=varies hips,rakes,ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 1. Okeechobee,FL 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III PA 102&PA 102(A) The Center for Applied Engineering, 94-084 Static Uplift Testing May 1994 Inc. PA 101 (Mortar Set) The Center for Applied Engineering, 94-060A Static Uplift Testing March, 1994 Inc. PA 101 (Adhesive Set) The Center for Applied Engineering, 25-7094-2 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Direct Deck,New Construction) The Center for Applied Engineering, 25-7094-8 Static Uplift Testing PA 102 Oct. 1994 Inc. (4"Headlap,Nails,Battens) The Center for Applied Engineering, 25-7094-5 Static Uplift Testing PA 102 Oct. 1994 Inc. tfeadlap,Nails,Direct Deck, • •• ••• Recover/Reroof) The Center for Applied Engineering, 25.718 -6 ••' ••• SAfic Uplift Testing PA 102 Feb. 1995 Inc. (2 Quik-Drive Screws,Direct Deck) . ... . ••• •.• . MIAMMADE COUNTY .... ... . .�Fndidit . NOA No. 16-0112.07 ...y Expiration Date:06/07/21 Approval Date:02/25/16 ••• • ••• Page 2of6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date The Center for Applied Engineering, 25-7183-5 Static Uplift Testing Feb. 1995 Inc. PA 102 (2 Quik-Drive Screws,Battens) The Center for Applied Engineering, 25-7214-1 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied Engineering, 25-7214-5 Static Uplift Testing March, 1995 Inc. PA 102 (1 Quik-Drive Screw,Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108(Nail-On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 PA 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs. smooth shank nails The Center for Applied Engineering, Project No.307025 Wind Driven Rain Oct. 1994 Inc. Test#MDC-77 PA 100 Atlanta Testing&Engineering,Inc. R1.894 Physical Properties Aug. 1994 R2.894 PA 112 R3.894 Professional Service Industries,Inc. 395-40011-1 Physical Properties Feb 2004 PA 112 Celotex Corporation Testing Service 520109-1 Static Uplift Testing Dec. 1998 520111-4 PA 101 Celotex Corporation Testing Service 520191-1 Static Uplift Testing March 1999 PA 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 2004 Walker Engineering, Inc. Evaluation Calculations 25-7094 Feb 1996 Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584 December 25-7804b-8 1996 25-78044&5 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Restoring Moment,Mg March 2004 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Nutting Engineers 13343.1 TAS 112 05/06/08 American Test Lab of South Florida RT 1210.02-15 TAS 112 12/17/15 .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • " " " NOA No. 16-0112.07 MAMMADECOUNTY ••• • ••• • • • ���� ,...• I Expiration Date:06/07/21 Approval Date:02/25/16 Page 3 of 6 . . . . • . . • . . . .. .. . . . •. .. ... . . • ... . . 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications,a static field uplift test in accordance with TAS 106 may required,refer to applicable building code. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112,appendix W. Such testing shall be submitted to the Miami-Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra`Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight(VI) and Dimensions (I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Entegra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers -,%(ft3) Tile ). (ft3) X (ft3) Profile Batten Application Direct Deck Application Entegra Flat Tile 0.189 0.205 Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 3":12" 4":12" 5":12" 6":12" Greater than Profile 7":12" Entegra Flat Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 6.35 .• .•. . . . . . •. • . .. . .. . . . . •.• . . . . . . . . .. ... .. . . . .. . . . . . . . . . • •• •• •' NOA No. 16-0112.07 CMLAMAMMURM 4DADECO ••• • •.• • • Expiration Date:06/07/21 Approval Date:02/25/16 .:• ; 0:0 Page 4 of 6 • . . . . . . . . . •. .. .. .. ... . . . ... . . Table 4: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Entegra Flat 2-10d Ring Shank Nails 30.9 38.1 17.2 Tile 1-10d Smooth or Screw 7.3 9.8 4.9 Shank Nail 2-10d Smooth or Screw 14.0 18.8 7.4 Shank Nails 1 #8 Screw 30.8 30.8 18.2 2#8 Screw 51.7 51.7 24.4 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4"tile headlap and fasterners are located a min. of 2'/"from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Resistance Profile Entegra Flat Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3W 2-Component Foam Roof Tile Adhesive AH-160.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Entegra Flat 3W 2-Component Foam Roof Tile Adhesive AH-160 118.94 Tile 3M'2-Component Foam Roof Tile Adhesive AH-160 40.45 4 Large padd lacement of 45 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160 5 Medium paddy placement of 24 grams of 3W 2-Component Foam Roof Tile Adhesive AH-160 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... . • •• • MIAM4DADE CO •• NOA No.16-0112.07 UNTY ••• • ••• • • • I��� ,...• - Expiration Date:06/07/21 Approval Date:02/25/16 •:• : Page 5 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". ENTEGRA FLAT TILE LABEL(LOCATED ON UNDERSIDE OF TILE BUILDING PERMIT REQUIREMENTS: As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. PROFILE DRAWING ENTEGRA"FLAT" CONCRETE ROOF TILE 16' 10' FIELD TILE r- 16' 10' •'• ": : 3704KMOTa"I'ILE END OF THIS ACCEPTANCE . ... . ... ... . • •• •' D�►DE COUNTY NOA No.16-0112.07 MIAMb •.• • •.. • • • Expiration Date:06/07/21 I® Approval Date:02/25/16 Page 6 of 6 . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . HIAM � 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Polyglass USA Inc. 1111 W.Newport Center Drive Deerfield Beach,FL 33442 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 following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at th%;equgt o f the.Byildjgg Official. This NOA renews and revises NOA No.14-011.7.08•Jn6con stst6 vfepagesI through 8. The submitted documentation was reviewed by Gaspar J 4odrfguCa.• °• on o • ••• • • ° ' ' NOA No.: 15-0410.04 �� e c 1 11 Expiration Date: 09/13/21 e•• • • • • •e• • • Approval Date: 08/11/16 � • • 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 IR-Xe 65'x 3'3 3/8" ASTM D 1970 A fine granular/sand top surface self-adhering,APP Manufacturing Or 65'x 3' polymer modified,fiberglass reinforced, bituminous Location#1 &#2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 6 P x 3'3_3/811 TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. Polystick Tile Pro 6 P x 3'33/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane.Designed as a metal Location#2 roofing and roof tile underlayment. Polystick TU Max 658"x 3'3-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced Manufacturing 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location#I &#2 underlayment. Polystick TU P 32'10"x 3'3-.3/s" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufacturing 130 mils thick ASTM D 1970 fiber/polyester reinforced,with a granular surface Location#2 designed for use as a tile roof underlayment. Polystick TU Plus 65'x 333/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester (Surface Printing) 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal Manufacturing roofing and roof tile underlayment. Location#1 &#2 Polystick MTS 6518" x 3133/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus 6518"x 3133/8" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing 60 mils thick membrane,glass fiber reinforced with polyolefinic film Location#2 on the upper surface for use as an underlayment for metal roofing,roof tile, slate tiles and shingle underlayment. Elastoflex S6 G 32'10"x 33-%" TAS 103 and Polyester reinforced, SBS modified bitumen membrane Manufacturing QS'1'MI:(:I C4 .%it:a sapMd back face and a granule top surface. For Location#2 • •• • • &eWrobf tile underlayment systems. •" ' "' ' ' ' NOA No.: 15-0410.04 eanmr Expiration Date: 09/13/21 ••• • • • • ••• • • Approval Date: 08/11/16 Page 2 of 8 • • • • • • • • • • • •• •• • • • •• •• MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Azency Test Identifier Test Name/Report Date Trinity ERD 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 110/ASTM D4798 &D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 &TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 PLYG-SC10130.06.16-3 TAS 103 &TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970&TAS 110 06/27/16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 &G155 07/06/09 Momentum Technologies,Inc. JX201­17A TAS 103/ASTM D4798 &G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 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. MIAMMADE COUNTY BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. •• 00: • •• 2.Any other documents required by the Building OfheLal dihppl'ajljbjAirig code in order to properly evaluate the installation of this materials. ••• •• •• . ... . ... ... . . .. . .. .. . . •'• ' "' ' • • NOA No.: 15-0410.04 C =r:CMWTY Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INSTALLATION PROCEDURES: Deck Type 1: 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 1I 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 IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS or Polystick MTS Plus,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 I1 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 to deck, subsequent cap membrane self-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) Ply Sheet: Polystick MTS Plus,self-adhered with minimum 3"horizontal laps and minimum 6"vertical laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. .. ... . . . . . .. . .. . . . . ••• . .. ... .. . . . .. . ... . ... ... . . .. . .. .. . . NOA No.: 15-0410.04 E e Expiration Date: 09/13/21 ill Approval Date: 08/11/16 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose deck 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 Dual Pro,Polystick Tile Pro,Polystick TU Plus,Polystick MTS and Polystick MTS Plus 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 may be 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 and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max, Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS and Polystick MTS Plus shall not be left exposed as 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 gllairna M tn;e),gym jta:io:is,•• Ex osuintl t a s •• • MTS IR-Xe Elastoflex • 1V• 'rU P fl'ik Pi% Dual Pro TU Max MTS Plus S6 G Plus Winter Haven,FL 180 90 180 . .4$0 j8Q . JJQ 180 180 180 Hazelton,PA N/A 90 N/A : :80 V/A: N:A ; ; N/A 180 N/A .. . . . . .. •.. . . ... .C_:MOU=NT Y ... . . . NOA No.: 15-0410.04 � Expiration Date: 09/13/21 ... . . ... Approval Date: 08/11/16 Page 5 of 8 . . . . . . . . . . . .. 0: ... . V .. ... . ... . 7. 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. 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 Tile Pro,Polystick TU Max,Polystick TU Plus 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. 9. When loading roof tiles on roof tile underlayment for(direct-to-deck)tile assemblies,the maximum roof slope shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex Polystick TU Plus,TU P, Polystick Polystick S6 G Tile Pro,Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 without battens Profiled Tile Prohibited 4:12 6:12 6:12 4:12 without battens The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required,they shall be utilized during loading and installation of tiles. 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—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles—for all underlayments except Polystick MTS which shall be loaded onto battens. ti P�A I i 2... • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• • • •• • •• •• • • ' "' ' ' ' NOA No.: 15-0410.04 Expiration Date: 09/13/21 ®����� I ���II ••• • • • ••• • • Approval Date: 08/11/16 • ; Page 6 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe,Polystick Dual Pro, Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe,Polystick Dual Pro,Polystick Tile Pro,Polystick TU Max,Polystick TU P,Polystick TU Plus,Polystick MTS,Polystick MTS Plus 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 Section for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 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 Miami-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,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 accompl'ishM typppl%ing Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premityn MV;FJp%4i*Ce t!X•traFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cent t4 t3d.ffra 4<wetl 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 ejt11eX•direction.she reg ai.r should be installed in such a way so that water will run parallel to or over the top of allVaps of tie pgtch. . .. . .. .. . . ••' • ••• • • • NOA No.: 15-0410.04 maw[ ECOUNTar Expiration Date: 09/13/21 I� ••• . . . • .•• . . Approval Date: 08/11/16 i i i i•i i i i Page 7 of 8 • • • • • • • • • • 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 properly 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 can be furnished upon request by our Technical Services Department by calling 1 (800) 8944563. 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(NRCA). 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.: 15-0410.04 E � Expiration Date: 09/13/21 �� �� pp � '� • • • • •• • • Approval Date: 08/11/16 i i i i•i i i i Page 8 of 8 • • • • • • • • • • • •• •• ••• • •• r• ••• • • ••• • •