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RF-16-1786 A-1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE OOF PRO IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE TAS No. 106 UPLIFT TEST EXPERTS SITE SPECIFIC INFORMATION Owner's Name: Permit#:�. Job Address: 470 AhAF ZJZI !!� -- 7eG9_543iff Roofing Contractor: L�/�'J / wl _ Type of Tile Date installed: Approximate Roof Height: _feet Roof Pitch: ?� Type of Access to Roof / Scaffolds Ladder Other Approximate Square Footage of Roof: ZZ ft 2 Required Testing Force:35 lbs. Testing Equipment: F.G.E. 100 Date Tested: &d" /Tr " ST LOCATION UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST TEST LOCATIO UPLIFT PULL TEST rEST LOCATIM UPLIFT PULL TEST rEST LOCATIOP UPLIFT PULL TEST ST LOCATION UPLIFT PULL TEST 1 26 FAM4C, 51 76 101 126 2 27 52 77 102'- 127 3 28 53 78 103 128 4 29 54 79 104 129 , 5 30 55 80 105 130 6 31 '56 81 106 131 7 32 1 57 82 107 132 8 33 58 83 108 133 9 3 1 59 84 1 109 1 134 10 35 60 85 110 135 11 36 61 86 111 136 12 1 37 1 62 87 112 137 13 38 63. 88 113 138 14 39 64 89 114 139 15 40 1 65 90 - 115 140 16 41 66 1 116 141 17 42 67 `n 117 142 18 43 68 118 143 19 44 69 119 ' 144 20 45 70 145 21 46 71 % 121 146 22 47 72 122 147 23 48 73 123 148 24 4 74 99 124 149 25 75 100 125 150 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON- TROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS. THIS REPORT SUBMI D BY: Jose A.Martinez P.E.#031509 >- A-1 CONSULTI NGS ERS, INC. Lab. Ce- is ion#07-0306.03 Renews:01-1224.05 4383 S.W.70th Ct,Miami, Florida 33155 - Telephone(305)740-9550 • Fax(305)740-9550 ENGLISH:Cell (305)609-6388 •SPANISH:Cell (305)498-9804 ,_ ..�.G.��.a,.� : - � ,._.+ten v3-i'K'.. e A-1 CONSULTING ENGINEERS INC, ROOF STL CTS ES CONSULTING UPLIFT TEST E ITERTS LAB. CERTIFICATION No.01--1224-5 4333 S T 70 Clr NELAXII FL. 33155 TEL. 955 FAX305-740-9550 Ownerps e: MICHAEL BELUSH Pe 't#: R F 6-16-1786 Job address: 90 SIE 101 ST MIAMI SHORES FL 33138 Roofing contractor: ALL DARE GENERAL CONSTRUCTION INC Type of tile: SA. ONY 900 BORAL Date installed: Approximate roof height 10 feet Roof pitch: 4/12 Tipe of access to roof: Scaffol& Ladder: Other: Approximate square footage of roof; 22,00 ft2 Required testing force: 35 lbs Date tested: 10/14/2016 Number of tests: 49 SKETCH OF ROOF 12 13 11 17 16 7 45 4 3 33 23 2 1 44 46 1 33 33 20 49 39 24 477 35 43 43 21 Re'viced: ASH 25 34 36 42 41 Date' 10/1416 33 32 .�° mv Miami shores Village amm Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 LpR ► Tel: (305)795.2204 Fax:(305)756.8972 RE: Permit#._�F' 17�� DATE: / "/�• INSPECTION AFFIDAVIT �rL140 licensed as a(n)Contractor 1 Engineer/Architect, (Print name and drde License Type) FS 468 Building Inspector License#: 6 ?��Z On or about �i— 3O�/� , I did personally inspect the roof deck nailing (Date 8 time) work at 212 /d/ ;rl__�i�ltii! (Complete Job Site Address) Based upon that examination 1 have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this_ day of Notary Public,Sate of Florida at Lar !r— `General,Building,Residential,or Roofing Contractors or any individual carNfied under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with perrntt#and address#dearly shown marked on the deck for each Inspection c—,6.A—MiA/W A%AM Mnnn AFFIDAVANT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURICANE MITIGATION RETROFIT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores Fla 33138 Re: Owner's Name Michael Belush Property Address 90 NE 101 Street Miami Shores Roofing Permit Number RF-6-16-1786 t/ Dear Building Official: I Herman Garcia certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the"Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures"adopted by the Florida Building Commission by Rule 913-3.047 F.A.C. Qualifying Agent Signature of Qualifying Agent 7 Print Name Herman Garcia STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and subscribed before me this 24th day of ctober, 2016 (SEAL) ;A"�"•'f ;, CRISTOBAL GARCIA O.V MY COMMISS10iV#fF974867 Personally WMES March 24,2020 or Produced C:1Documents and Settings4tclWy Documents\statisticsgtaphs_2Utoofmg Affidavit Compliance-9 26 07Fillable.doc AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT FOR EXISTING SITE-BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S To: Miami Shores Village Building Department 10050 North East 2nd Avenue Miami Shores Fla 33138 Re: Owner's Name Michael Belush Property Address 90 North East 101 ` Street Miami Shores Florida 33138 Roofing Permit Number RF-16-1786 Dear Building Official: I Hernan A Garcia certify that the roof decking attachment and fasteners have been strengthened and corrected as required by the"Manual of Hurricane Mitigation Retrofits for Existing Site-Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B-3.047 F.A.C. Qualifying Agent Z Signature of Qualifying Agent Hernan A Garcia Print Name STATE OF FLORIDA COUNTY OF MIAIVII DADE Sworn to and subscribed before me this 30t` day of Jul 2016 SEAL CK16TOML OARCIA /PersonallyIMY COMh1iNKM d RF974W7 Or Produc ca#6W"8 MWon 24.2= RK Miami Shores Village ►' 10050 N.E.2nd Avenue NE T • Miami Shores,FL 33138-0000 Phone: (305)795-2204 ';iD� NO Rt Expiration: 12/26/2016 La3 '. �+ Project Address Parcel Number Applicant 90 NE 101 Street 1132060131320 Miami Shores, FL 33138- Block: Lot: MICHAEL BELUSH Owner Information Address Phone Cell MICHAEL BELUSH 90 NE 101 Street MIAMI SHORES FL 33138- 90 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 15,400.00 Valuation: ALL DADE GENERAL CONST INC (786)307-5891 (786)452-5627 ......_._: __ . Total Sq Feet: 2200 Type of Work:Re Roof Available Inspections: Additional Info:TILE REROOF. Inspection Type: Classification:Residential Up Lift Report Scanning:3 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Owners Bond $500.00 Invoice# RF-6-16-60354 CCF $8'80 06/29/2016 Cash $643.60 $500.00 DBPR Fee $4.50 DCA Fee $4.50 06/29/2016 Check#:6034 $500.00 $0.00 Education Surcharge $3.20 Bond#:3125 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $12.80 Work without Permit Fee $300.00 Total: $1,143.60 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 foregoing information is urate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named c r to do the work stated. June 29,2016 Authorized Signature:Owner / Applicant / ontract r / Agent Date Building Department Copy June 29,2016 1 Miami Shores Village Building Department 11 ,24016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 L7BY:47 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 to s BUILDING Master Permit No. �)R PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ! (/ '✓ l(/ / dl-ril p l City: Miami Shores '? County: Miami Dade Zip3: 3 1 3 A 2 — Folio/Parcel#: �t "�1� d Is the Building Historically Designated:Yes NO � Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 1M WIlIV) Eel 14 S Phone#: Address: 149 /✓e f al S7�1�� • City: 1!1• fh0l- l1 State: eZip: 3 313 y y Tenant/Lessee Name: Phone#: Email: I /� ,� CONTRACTOR:Compan Name: l 1 � � 1�� ,,6 rl�ne#: Address: A—43g City: Acdn / State: l`ri Zip: Qualifier Name: .r?C ,6A oarr?l Phone#:_Iry State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1 sj�jf OQ Square/Linear Footage of Work: 7 - ca c Type of Work: ❑ Addition / El Alteration ID New ep ❑ Rair/Replace Demolition Description of Work: T/Z /�@ ROOD Specify color of color thru Submittal Fee$ ,j Permit Fee$ CCF$ CO/CC$ Scanning Fee$ O Radon Fee$ DBPR$ �' Notary$ Technology Fee$ (-- 26 Training/Education Fee$ ouble Fee Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ Q�O (Revised02/24/2014) I® t L43 . GO ,.-• � � i � � a M1 + 1 1. Banding 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. 1 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 Signature 7 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 27 day of J KIVXt .20 I G ,by 'Z I day of' J � ,20 J If - .by & �.Q,yl��•, ,who is personally known to eyema�4rz 1 `+ wh s ersonally know o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLI NOTARY PUBLIC: •'' ` �� CRISTOBAL ®ARCIA ;;�. CRISTOBAL GARCW '�Nr Sign: MY COMMISSION F FF974887 Sign; •`: MY COMMISSION 0 FF974867 4�. IRES March 24,2020 EXPIRES March 24,2020 Print: I40M4153 Print: eo ""133 oom Seal: Seal: xesaa+air+�+�rss+�w*s+�**�raxe�es�xes se x�a �xua*was::....::r**x�*wxes«w*xe�xas+sm��s�r*s�►*****a:wawx+r�srew�tMxx�** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) ' a „ e• All-Dade General Construction 305-773-6504 LICENSED, BONDED S INSURED Comercial y Residencial LIC.NO.CGCA07527 Reparaciones de Techos y Goteras Estimados Gratis FROM: TO: Michael Belush ]Jose Perez DATE: 06/25/16 JOB NAME: Tile Reroof PH: 786-205-2354 JOB ADDRESS: 90 NEI 01 St PAGES SENT: 1 OF 1 WE HEREBY SUBMIT SPECIFICATIONS AND ESTIMATE FOR 2 LEAK REPAIRS AND MAINTENANCE; TILE RE-ROOF Obtain necessary permit. Remove existing roof down to wood deck. Remove and replace all rotten wood. On top of the wood deck, install a 301b.ASTM vapor barrier tin-capped as called for by code. Replace all old vents,gooseneck vents and lead caps on pipes to guarantee against leakage. Install a 26 Ga.galvanized metal on all drip edges, valleys and vertical walls. Install a Polyglass Tile Underlayment Install Tiles with adhesive, in a workmanlike manner. (Flat concrete file any choice of standard color) Provide a 10 Year Warrantee. Remove all debris from the property and dispose of it. R�CF"T1T �+ JUN 2 8 2 16 PROPOSAL/CONTRACT PRICE: $15,400.00 BY: This proposal may be withdrawn by us if not accepted within 30 days. PRICE INCLUDES ALL LABOR AND MATERIALS. Acceptance of Proposal—The above prices, specifications, and conditions are satisfactory and are hereby accepted. have or We,the undersigned, hereby authorize AII;Dade General to do all work described above and acquire any and all financial/credit information(business or personal)necessary to receive credit approval. Terms are 9/2 down and balance upon completion, 1.5%per month interest is charged on all accounts not paid within terms.We further guarantee payment of all/any indebtedness,from applicant firm to All-Dade General and agree to pay all costs of collections, including attorneys fees and court costs. In the event of suit,venue will be MIAMI DADE COUNTY, FLORIDA EXCLUSIONS: Permits, painting, matching of tile or shingle,weather damage or acts of God. On exposed decks: all dirt or dust, all damage to wood, exposed nails, or any other damage to items not removed form area. ACCEPTED Br" 140 _ ER OR AGENT. All- de(3a eral DATE OF ACCEPTANCE: TO BEGIN PLEASE PROVIDE THE FOLLOWING AT LEAST TWO(2)DAYS IN ADVANCE: 1) SIGNED PROPOSAL i� Miami shores Village ..o. ,�..�+ Building Department 10050 N.E.2nd Avenue QSl�ili�' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS' rANT DAVIT ®F EXE STI®N ROOF TO WALL CONNECTIONANE MITIGATION RETROFIT FOR E)(ISTING SITE. BUILT SINGLY RESIDENTIAL STRUCTURES PERS SECTION 553.844 F.S. To. Miami Shores Village Building Department Date: 1/2—// . 10050 NE 2^d Ave Miami Shores,FI 33138 , Re: Owner's Name: Mlchawl 15 / .<A . Property Address: 1 I - 2 - I ¢ Roofing Permit Number: •••• . . .... ...... Dear Building Official: • rtify that I am not required to retrofit the roof to waa=nections Qf my ...... building because: .... .. Nel"he just valuation for the structure for purpose of ad valorem taxation is less than$300,000.08rP1ee attac ••f of ad •• •• valorem taxation. •• •• •• •••••• o The building was constructed in compliance with the provisions of the Florida Building Code(;BC)or'with th1gvAsions of 1994 edition of South Florida B Idi Cod (1994 SFBC) •••••• M1C41IC.9] M 1►^ c Signature Print Name State of Florida County of Dade The undersigned,being the first duly swom,deposes and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this / day of If J1 CRISTOBAL GARCLA Notary Public,Sate of Florida at Large '~ fin'EMISSION 0 FF974atV .•• EXRRM M8rClt 24,2020 1407139�O/S9 When thew valuation of the mewre for pu ad taxeWn is 29111NOW WMdedw0FBCnora1994 SFBC.Then you must provide a Melding appkadan tram a ral Contractor for the Roof to wo connection Hurricane Mirgateon. Revised on 512112009 t 9999 9999.. 9999 . . 9999.. 9999.. • . . .. 9999 9999. .. . 9999 •.9999.. . . . . • 9999.. . .. .. . . ..94.. 9999.. 9 . 9 0999.. . . 0940 • .0 SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the ,it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to exp ain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements anc 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• P5 Renailing wooi I decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance witli the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). 4. X,n j_Exposed Ceiling:Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the undersitle of the decking may not be acceptable.This provides the c06on of maintaining the appearance. . • •••• •••••• S• ►� Overfiow scup (wall outlets):It is required that rainwater flows;Oro$8 vat the roof is :....: not overloaded from a buildup f water.Perimetededge well or other roof extensiosMay block this'. '. • discharge doverflow scuppers wall outlets)are not provided,It maybe necessary tbTrtsiall overflow scup ers in accordance with th requirements of Sections R4402,R4403 and R4411:": .".'. .. .. .. . ...... 'OvAer/Agent's Signature Da Contractor Sig—nat-A pa#® ;..•.; X10 we Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; t •��• • • � • • • •��• • •• • • • • • •��• • • • • • • • • • • • • • • • •��• � • • • •��• • • • • • • • �..: • �_ = li1t�_ 11 ' 111 �L • . ,. d 1 . . 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'oli■ in a _ma■■n�rmai■•r•r ��_itii iai■iiia\Ca!!1!`l%lar■liamtiiainii #aEa■ 3a �E ■ i li■ ■ n aA I li■lf.r:Jprom mr'�,5�"lYra3mr�1■Caaitmtaaaa# 0161nom" n �aiar aiamioaai a0`rlVZ�u • aad�#l:dar is LANil2C:ftlIogg_ �latiriamoo nmaaaiar■_to■aaaia ■■aroma tnonmaa��iRl: :r:�'�a: � 1 I aft � �f:lR11Mi%sAlU ::i%i:::■t::anommanno�i:i::Ea�a i linii_alio:Cll�01i: IiR11limil®i::lft■ MtRrllamai!■_a!#tmtramin■rla■ mnlRR!■■m■#! E:i# tr a a:ltK!i#".a LR�dI�'. t Dili ■ 11 I aifaa`■ ■aa ,tlariL� ��olt�tan—Ixa�■irlCnmE�CCr■f1iA►YGi1 E.iC I ::SMR SoI�KC::i:::EEE::�U pit IK u1 cM�l3f\��'JRr�� a:::::■rl::��lM�a11� I:iii■� �:::Nli:■iw�Uliiiii:iii:irl�ir::1t ■liii:Cmiss Eti%C:irls��Ni�f�iis;� > 4 1 o o *00:0 0 00 00000 0 0 0 :0:00: 0 0 0 0 0 0 o 0 0000 0 0 a 1 Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: /3 c ra l Notice of Acceptance Number: /3- 19 -7 Z 3 • O S Minimum Design Wind Pressures.if Applicable(From RAS 127 or Calculations): P1. 31 . ) P2• &I(• P3• i o D--7 Mwdmum Design Pressure From the NOA Specific S Method of file attachment: Z--&�,O .Foo m ¢ecF +i le 'Pc41 hie sI yr ...• Steep Sloped Roof System Description•'; ;;;; ...... .. . ..... .. Deck Type: 5/ V P��v�oorl - •••• •• • .... . .. .. .. ype Underlayment: Roof Slope: nsulation: •: 00 so : 12 1 .. .... ; I Ire Sa er: •• • N � A astener Type S Spacing: Ridge Ventilation? N JA dhesive Type Nfa ype Cap Sheet: T1A P MS oof Covering: S4rkAVN1-j 100 Mean Roof Height: 1 q 1coweb, RoDP l� Type&Size Drip Edge: -V 3 l�Pt2aC �41 V, Florida Building Code Sth Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form Section E Vile Calculations For Moment based We syrte s,choose either Method 1 or Z.Compared the values for Mrwbb the values from M,.If the Mt vahm are gra than or equal to the Mr vaines,for each area of the roof,then the tie attachment method is acceptable. � Method 1"Moment Based Tile Calculations Per RAS 127' \+1:1 C1 r z A,_3l xm I Z:2 —Mg; • J = 1 NOA 1VIr /p 1.3 (pz: Y,I z 1 Os1"mZ��_M9_ _ M • NOA b* I.3 (psi U t z a h431,3 - )—Mg: .7A Z NOA K • Method 2"Simplified Tile Calculation Per Table Below" Required Moment of Resistance(Mr)From Table Below NOA IN* Mr Requhvrd Moment Resistance D Roof Slope IV 2W 2 30' 4W ALIF— SOA 322 37.3 5:12 28A 34A • . 0.0000 00 0 ..6... 'Must be seed in conjunction with a list of moment based the systems endonad,by*Ake . 6 • Broward County Board of Rules and Appeals. 000000 .• • :6069: 4606 For Uplift based the systems use Method 3.Compared the values for N aft the values for F,.u the r valines are greater than or equal to the Fr values?fouanch '. 6...• area of the root then the the attachment method is able. 0000.• 0000 Method 3"Uplift Based Tile Calculations Per RAS 12r" ;0000. .••• (Pt:_ZI:� _zcos8 _= F,: !•6• _ AF_ 6 • (P=: z l: =,_z w:=___)—W: z cos o: = Frz: NOA F' •• (Pg: z I: z w:=_)—W: zeas 8:_= Fra: NOA F' Where to Obtain Information .DesedpUon S imD Where to find DesigoFmmmo F1orF2orP3 RAS 127 Tablelorbyan PEb=dcnASCP. 7 Mam Roof HdIM H Job Site Roof Mope B Job Site NOA PUNWOR Moment do to NOA Athucbmwd ReshOmce Mr NOA ReqWmd Momeat Resgenoo K NhdmumA9adM1WR=&2=C r NOA Roe F* ANOA NOA w=width AD mast be w to the dat*efi=OfVeWdt at of 0000•• 0000 • • • 0000 • •• •000.0 • •• 060.0• • 0000•• Saba* 0i • 0006 •000• • •• •6000• • 6 • • • 00.6•• • 00 •• •• • • • •060•• •0600• • • • • 6 • • • • •00.0• • • • MIAMI-DARE 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.nuamidade.1!ovjeconomv Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 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. 0006 This product is approved as described herein,and has been designed to comply with the Florida.Buildift"e ...... including the High Velocity Hurricane Zone of the Florida Building Code. •••` ••.• •' DESCRIPTION: Saxony 900 Concrete Roof Tile "••" ` • • • • • •••• • •• ••••• LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,4tW,:state 4rtd fibDowing'••• statement: "Miami-Dade County Product Control Approved",unless otherwise noted herei$.' " ' '""' • • • • •••••• RENEWAL of this NOA shall be considered after a renewal application has been filed and there has en no chang�• in the applicable building code negatively affecting the performance of this product. •• 0006* • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. NOA No.: 13-0723.05 MLM10AQEC0UNWM Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 0000 0.0060 0000 .. 0000.. . •• 0000 0000• .. 0000 0000.. . .. .. .. 0000.. 0000.. 0000.. • s • ROOFING ASSEMBLY APPROVAL Category Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900-Slate 1= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-5/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesiMh 0000 0000.. applications. .. • .. . 0000 Saxony 900-Split 1= 17" TAS 112 Flat profile,inttrkridng,high pressure••••0• Shake w= 13" extruded concrtM188f tile equipped wlt...: thickness= 1-9/32" two nail holes.•f*2j odirect cF&,.grbattejg�..• nail-on,mortar.WAradhesiYO sgt 00;909 applications. T.op exrface h4fable in 4...:- different •different confiMtcps: 0 • 1. ComplEte the brus&d.:. 2. Right lofbrgshed(jog V n in *—so: drawing) • 3. Left half brushed 4. No brush Saxony 900-Shake 1= 17" TAS 112 Flat profile,interlocking,high-pressure w= 13" extruded concrete roof tile equipped with thickness= 1-9/32" two nail holes. For direct deck or battened nail-on,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona, concrete Width: varies roof pieces for use at hips,rakes,ridges and varying thickness valley terminations manufactured for each tile profile. NOA No.: 13-0723.05 �MMM�102&C�OUNW�jExpiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 ...... .... . . ...... . .. ...... • . •• 0000 ..... .. . .... • e •..•• • •• 0.0.00 0.0.00 • •. •• •. • • • .••••. 0.0000 • • 0 • 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL. 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix Ill TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 *000 (1 Quik-Drive Screw, 000000 0000.. Battens) •• •••• Redland Technologies 7161-03 Wind Tunnel Testing Dec"199 00000• 0000.. Appendix ll TAS 108 (Nail-On) 00 0 0 0. Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing 0000.0 Ai•1p094 •• • TAS 108(Nail-On) 60:00: 0 0 0 00:000 Redland Technologies P0631-01 Wind Tunnel Testing •• •• JuT}-1W4 ...... TAS 108(Mortar Set) • Redland Technologies P0402 Withdrawal Resistance 0 S44..1993 Testing of screw vs. smooth •••••• .. 0000 shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing& R1.894 Physical Properties Aug. 1994 Engineering,Inc. 82.894 TAS 112 R3.894 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 t�uar+iw►oEcounmr NOA No.: 13-0723.05 � Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 3 of 10 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 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments 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 the applicable Building Code. •••• • • 6666 6060•• • • • 0 ••• 0 •06• 0 0.0.00 •• • 060060 000.00 0 0 0 •6060• 4,00000 00 0 •••6 • •• 60690 0.6.6• 000000 • • 6666• •• •• •• 6 6666•• 0.6••• 0 • 0 • 0 ••000• •60••• • • • •000.0 00 0 NOA No.: 13-0723.05 MIAMAMMaoe c NTN Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 .... . 0000 .. . . . . 0000.. .. ..�... 0000.. . .0000. .. 0000 00000 0000.. . .. .. .. • 0000.. 6.0000 . 6 . . 0000.. 0000.. so 0000 .. 4. INSTALLATION 4.1 Saxony 900(Slate, Shake& Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W) and Dimensions (1 x w ) Tile Profile Weight W (lbf) Length-1 (ft) Width-w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers -,% (ft?) Tile %(ft) X (ft) Profile Batten Application Direct Deck Application Monierl-ifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity- MQ (ft-lbf) Tile 21 •12" 31 •12" 4"•12" 5"•12" 6"•12" 7"•12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split •••• Shake "•' 0.00 • 0000•• 9V • • 0000•• 0000.• • �• • 0000• 0000 •• • .• • 0000 • .6 0 .9666 9.0609 .. • 90096 66 00 00 6 0609.. • 9.9999 • • • • • 6 999669 9699.9 6490 • 99.9.6 . 9999 9 9 60 9 NOA No.: 13-0723.05 MfAMMADE COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 0000 0000.. 0.00 6666•• • �• ••:66• • � � 6666.• 6666•• • • • •• 6066 6666• 0•• • •0•• 6660• • •• ••i6.• • • • • • • • • ••.••6 6.0000 • • • •6666• • • 6 • • •0000• • • • Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 2 48 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1AOd Smooth or Screw Shank Nail(Eave 19.0 19.0 22.1 Clip) 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 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 MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. 600696 Polyfoam Product, Inc.Average weight per patty 8 grams. • • 0000 ••••• s• o Soso • Table 6: Attachment Resistance Expressed as a Moment- •; f) "" for Single Patty Adhesive Set Systems •SSSS .. ;•••• Tile Tile Application �MI-11imum'Attdchmelit:�� Profile ..•.• Resi�t,wgee .* *900 MonierLifetile Saxony 900 Polyfoarn Pal ProTm :":': 118.9 • Slate, Shake & Split Shake Polyfoarn Pol ProTm .�•�• 3 Large paddy placement of 45 grams of Pol Pro Tm . . ;000* 4 Medium paddy placement of 24 grams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar NOA No.: 13-0723.05 MIAMMADECOUNTY Expiration Date: 04/26/17 �lmazt' l Approval Date: 09/26/13 Page 6 of 10 0000•• 0000 • • • 0000 • •• • • •••• 0000•• • ••�••• • • • 0000•• 0000•• • • • •• 0000 ••••• •• • 0000 • 000• 0• • •• 0000•• 0.0.60 • •• •• •• • 6 • ••••6• 0000•• • • on • •0000• • • • S. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. 0000 . 0000.0 .. 000 0 00 0 . 0000.. .. . 0000.. 0000.. 0000 .. .00000 0000 . .. 0000. . . 0000.. .. . 00000 . . . 00 00 06 0 000000 .6.66. . 00 . . . 060009 0000.. 0 0 . 600000 0. . 06600 0 00 0 NOA No.: 13-0723.05 QLAWMA DADECOUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 7 of 10 0000 0000.. 0000 . . 0000.. .. 0000 00.00 0000.. . .. .. .. 0000.. 0000.. 0000.. .... .. PROFILE DRAWINGS NAIL HOLES 9 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK SAXONY 900-SLATE 0000 6 0 . 0 0000 0000.0 0 . . 6 0000.. .. . 000000 090.60 . . 0 0000.. •9.• 00 •0.• • .. 0•0000 0000.. .. 6 000. . 6 . 9 . 00 6. 00 9 600669 .6..66 . . . . . . 0000.. .000• .. 9 96..9. 0000 . 9 NOA No.: 13-0723.05 MADECOUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 ...... .... . . ...... . .. ...... ..... .. . .... ..... . .. ...... ...... . .. .. .. ...... . . . . ...... . . .... . .. . 0 NAIL HOLES a 1-9/32"(Shak( 17 '" 13 " Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE •.•• • • 0000 0000.• •• • 0000 • • • • 0000•• ••so* • 0000•• • 0000•• 0000 •• • . • 0000 • ••0 •.0.. 0000•• •• . 0000. .00.0• • • • • • . 0000.• •.0000 • 0 • 0000.• .• • 0000 • • • • NOA No.: 13-0723.05 r 1 F-,1;ta�e a� Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 sees e . sees.. sees . . sees .. sees.. . .. sees.. . .0.000 sees.. .• 0000 sees. .. . sees sees. . .. sees.. . . sees.. . .. .. .. . . sees.. 0.000. . . . . 0000.. . sees .. . 0 NAIL HOLES w. k 1-9/32"(Shakc 17 13 SAXONY 900-SHAD END OF THIS ACCEPTANCE • ••e• • .• ••••• •••••• •• • ••••• •• •• •• a •••••• • • • • • •••••• NOA No.: 13-0723.05 APPROVED�•� counrtr Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 ...� ...... .... . . . . • •��Y • •• • • • • • •��• • • • • • � � ��A� � �� •��• s •• •• •• • � • •��• � • • • •1��• • • • • • • • • •• i 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.sov/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 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 r;WW74 or chats;n the �*• materials,use, and/or manufacture of the product or process.Misuse of this NOA as an en4awwment of aa�pEduc4o..:. for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to; mply with any seceio+n��: of this NOA shall be cause for termination and removal of NOA. "" .• • 0000 . .. 0000. ADVERTISEMENT: The NOA number receded b the words Miami-Dade Co O'orida• folio 00 •• p Y ggMo .vY a: by the expiration date may be displayed in advertising literature. If any portion ofA is displayed, thea it shall be done in its entirety. 0 :. 000000 . . .9000. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its diSt�t§rs and 0 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 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0717.08 M1AM43AD;CCKJNTYM Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 1 of 9 .11• • e •11.1• •1•• • • • 111• • •• 1 1 • 1 0.••11 1 •• •1.11• • •0.1•• 0 60904 •0001 •• f 0000 • • •01•• • •• 01.16• • • • • • 1.1601 • •• •• •• • • • 10.001 6•0009 • • • • •••011 • • • i • •0116• • • • • • 610• • •1 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 65'8"x 3'33/$" 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-N8" 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, Manufacturing Location 65' x 3'33/8" 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- (Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane. Designed as a metal roofing and roof #1 &#2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofigg Rmpbrane, Manufacturing Location 32'l 0"x 3'33/8" D 1970 glass-fiber/polyester AeinWrc ed,witft Wgranullf• • #2 130 mils thick surface designed for q%*e j%j tile roof: •••• • underlayment. 009:60 6 • 0000 .. ..0000 Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt se?ftadhering,glass- •••0• 61' x 3'33/8" D 1970 fiber/polyester reinfofdad WterpradWg 00000 Manufacturing Location 60 mils thick membrane. Designed.—s.j jmetal roofing and roof':' #2 file underlayment. 6 0 0 • 0000.. 0000.. 6 • Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt sttf adhering,lda%s- •0 Manufacturing Location 61' x 3'33/R" D 1970 fiber/polyester reinforced waterprddfing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 14-0717.08 MIAMMDe COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 'wow PRODUCTS DESCRIPTION: Test Product Product Dimensions Snecification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof file 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 bum 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 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. 08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14 D1623 P46520.10.14 ASTM D1623 . . •..1,03/140.0.:0 P44360.10.14 TAS 103 &TAS l l b•0 0 .•Ml/07/14 .' P43290.10.14 ASTM D 1970&TAS0101q•• 0010/47/14-9-9 .0.000 0 . 0000.. PRI Asphalt Technologies PUSA-035-02-01 TAS 103 •,,;;• �0•gl*29/06:00000 PUSA-055-02-02 TAS 103 ...... 0 012/l0/070 0;0 0• PUSA-089-02-01 TAS 103/ASTM D4798&-dW 0.ZA6/09...... 000000 0 0 0 Momentum Technologies, Inc. JX20H7A TAS 103/ASTM D4798&G155 :0004/01/08••••00 RX14E8A TAS 103/ASTM D4798 bt0QjiS f *.j11/09/09.0.0 DX23D8B TAS 103/ASTM D4798&G155 %.02:18/d DX23D8A TAS 103/ASTM D4798&G155 02/18/10 NOA No.: 14-0717.08 MIAMIQADECoUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 3 of 9 ...... .... . . •0000• • •• 0.00.0 • • • • 00.00• 00..00 • • • •• 0000 •.•.• • •• 0.0.00 00.0.0 • •• •• •• • � • 000..0 000..0 • • • • 0.00.0 0.0.00 • • • 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 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 H 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 (Optional) laps. Membrane: Polystick TU Plus,self-adhered. � �.� .... Surfacing: See General Limitations Below. •. ...... .. . ...... .... . .. ..... ...... .. . ..... .. .. .. . ...... • . . . ...... %000: 000:00 0 00 0 NOA No.: 14-0717.08 MAMI uaue couN nr Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 sees sees.. sees . . . sees .. . . . sees.. . .. sees.. sees.. .sees. .0 sees sees. .s . sees sees. . .. sees.. . . sees.. . .. .. .. . sees.. *:sees . . . • sees.. e .0000. . 0 0 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%2"and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface,giving special attention to lap areas. 7. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. 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 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. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shallbe free of irregularities. •••• 0000.. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over#%pre,exist?llg ioQf membrane as a recover system. 0000.. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longpeo than the Vmo&t of 4y see listed in the table below after application. Polyglass reserves the right to revise or altegXpduct a"ojure tina%jo o- not to exceed the preceeding maximum time limitations. •0'000 '..'•' 0 0 0 0•0 Exp osure Limitations(davs) • • • MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pero TU NIS •MTS Plus S6 G 0.00 • Winter Haven, 180 90 180 180 180 180 180 • 90'..' : 180 FL. Hazelton,PA. N/A 90 N/A 180 N/A N/A N/A NIA NIA 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 APPR;Coin Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5 of 9 0000 . • •6.6.6 0.00 . . 0000 .. • 0000.0 . .. 0000.. • . 0 06.00. •600.. 0. .0.0 0000. 00 0000. 0000 0000.. . .. 0000.. . ..6 ,. .. • 0 •.6•.• •.000. • • 00000. •000.0 • • • 0000 • • . 8. In roof tile application,data for the attachment resistance of roof riles 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 file applications. Polystick Dual Pro is limited to mechanically fastened roof file 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 file applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)file assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflea 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 files above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope 0000 • •. • 0000•. _ �' 00.00• - � 0000 •• • • • 0000•• •• • 0000• Figure 1: Stagging Method •••••• •••••• •••••• 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU P"twv-ply underlayment system when a applied using the stagging method outlined above. •••0:• .0000• NOA No.: 14-0717.08 Miar�tinane coutvnr Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 0000 ••..•• 0000 .00000 • ,� • 00.000 0000.• • • • •• 0000 • 000• 0• • •• •i0••• •••000 • •Y f• •• f • • •0.00• •0006 • • • • • 0000•• 0000•. • • • • •000 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of file 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. Roofing Tiles ;6 Max Per Stack) = to o- - r— � 6 In = N - cD R#of{luck prepared wRh PQLNSTICK TU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS, 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: 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. MIAMI•DADE COUNTY 0000•• • • 0000 000000 • • • 0 00 • •••• 0 BUILDING PERMIT REQUIREMENTS: ***:so '•0' 0 666606 000000 • :9006: Application for building permit shall be accompanied by copies of the following: 0000 .• • 0""0 0 0 • • Y •00• 0 •0 •000• 1.This Notice of Acceptance. 696900 •• • *0:000 2.Any other documents required by the Building Official or applicable building code in ofdetM propet't,evaluate dine:- installation of this materials. so:*: 0 •' . • . ••••• 0 0000... . • • • . 0000.. •• . 0000 0 00 0 NOA No.: 14-0717.08 MLAM�; NT COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 .... ...... .... . . . . .... .. . . ...... . .. ...... ...... ...... .. .... Y • • • • • • • • • • • • � • •��• � • • • •��• • • • • • • • 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 910. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7712"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 patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. •••• . . 0000 0000.. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates: Polyflas&requires a. minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Han&Mlen are aoCeptable for-••• rolling of patches or small areas of the roof. Brooming may be used where slope prolubit3•rolling. 0 :0..,,: 0000 .. . 6 . 11. All approved substrates should be dry,clean and properly prepared,before any application of Podystlalt membranes commences. An approved substrate technical bulletin can be furnished dppflrques�oli j r 0 00000 recommended to refer to applicable building codes prior to installation to verify acce"table substr*aie? 00000. . .666 6 . 12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can0be famished..9% .00069 upon request by our Technical Services Department by calling 1 (800) 894-4563. ; .•. ;:0900: 6. 6 6.6. . . NOA No.: 14-0717.08 MuvyIOADe COMM Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 8 of 9 ...... .... . . ..... .. . .... ..... . .. ...... ...... . .. .. .. ...... . . . . ..0. . .. 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 00.0 . • . . .... ...... ...... .. . ...... .... . .. ..... 00.00• , • • 000.0• • • • •0000• •• • 0000 • • NOA No.: 14-0717.08 MIAMbDAD/COUNTY Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 0090 9 . 0000 so- 0 ..0 . 9 . 0000 . 0000.. . .. 0000... 0000.. .0.000 . .. 0000 00000 .. . 0000 0000. .. .....� . 0000.. . .. .. .. . .9.... ...... 00. ..0 0 . . . . .00009 . 9 .0.. 0 0. . . MAAM AMI 1 MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 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.Eovieconomv ICP Adhesives and Sealants,Inc. 12505 NW 441h Street Coral Springs,FL.33065 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(AM). 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: ICP Adhesives Polysee AH-160 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. ,••n•e • • e••Y sees•• TERMINATION of this NOA will occur after the expiration date or if there has been a revision oI"Mane ge in th. materials,use,and/or manufacture of the product or process. Misuse of this NOA as an end'4......ent of an..y producT,.for..•. sales, advertising or any other purposes shall automatically terminate this NOA. Failure to ucmply wj4 arty sectip"P: this NOA shall be cause for termination and removal of NOA. •0000 e 'so• 0000* n•nss• see • • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,F1oMla, and f8ll5wed byedn• expiration date may be displayed in advertising literature. If any portion of the NOA is d splay;d,then it`shall be do& in its entirety. • • ::*so:* •• s •nee•: •• • seen e • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its-(k'ktr:butors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 14-0805.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0315.01 Mu►r� ne couwr�r Expiration Date: 05/10/17 Approval Date:04/07/16 Page 1 of 11 0000 0000•• Y..• • • •0000• • •• 00:00! • :6000: • 0000•• • • •• 0000 0000• •• • 0000 0000• • •• 0000.• 0000•• • •• •• •• f f••••s • • 0.4000 . • • • 0000.• 0000•• • • 0 • 0000 • •• ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset' AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive Polyset®AH-160 ICP Adhesives Foam N/A Dispensing Equipment Dispenser RTF1000 ICP Adhesives ProPacV N/A Dispensing Equipment 30& 100 PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of ICP Adhesives Polyset'AH-160 roof tile adhesive. MANUFACTURING LOCATION: 0000 1. Tomball,TX. 0000 0000.. .. 0000 0000.. .. . . PHYSICAL PROPERTIES: 696:00 0 :0"00: 000.• 0000.. Prove Test ReSd1tS 0 ;•0 •0 • 0000 . .. 00000. Density ASTM D 1622 1.6 lbs./ft •0.0:0 0. 0 •*0;0 • Compressive Strength ASTM D 1621 18 PSI Parallel to rise 0 0 0 0 0' 0 00000 0 0.0 0 0 12 PSI Perpendicular to riga• • 0 Tensile Strength ASTM D 1623 28 PSI Parallel to rise • 0000.. •••••• Water Absorption ASTM D 2127 0.08 Lbs./Ft' 0 0 0 0 0 0 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch 00 0 0 0 0 0 ' 0 . Dimensional Stability ASTM D 2126 +0.07%Volume Change @-400 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. NOA No.: 16-0315.01 MLAMI-DAD,COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 2 of 11 0000 0000.. 0000 . . 0000 .. 0000.. 00.00. .0000. .. 0000 . . . . . 0000. :0.00 • . 0000 0000. . .. 0000.. . . 0000.. . .. .. .. 0 0 . .0..0. 0.000. . . . . 0000.. 0 0000.. . . 0 0000 .. . 0 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Repo rt Date Center for Applied Engineering 494-060 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[1] 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 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 .VY102/99 520109-2-1 ...... .. . ...... LIMITATIONS: ••• •• 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Asst "),for fid t4jog. ..:see 2. ICP Adhesives Polyset"AH-160 shall solely be used with flat,low,&high tile profftH, 00000 .. .. .. . ...... 3. Minimum underlayment shall be in compliance with the Roofing Application Standarci►RAS 120. . 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polysee.AH-1$0 roc;W4;adhes1v'e� 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 Btlfrding Code and Rule 61 G20-3 of the Florida Administrative Code. NOA No.: 16-0315.01 Muu gjaz l cfj Expiration Date: 05/10/17 Approval Date:04/07/16 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset'AH-160. 2. ICP Adhesives Polyset®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 ICP Adhesives Polyset`'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. ICP Adhesives Polyset'AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and Sealants,Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15(A): 1.0(B). 6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP Adhesives ProPack"30& 100 dispensing equipment only. 7. ICP Adhesives Polyset'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 ICP Adhesives Polyset®AH-160 has been dispensed. 9. ICP Adhesives Polyset®AH-160 placement and minimum patty weight shall be in accordance with the Placement Details'herein. Each generic tile profile requires the specific placement noted herein. 0000 . . 0000 0000.. .. 0000 0000.. 90 9 0000.. 000000 0 . 0000 . 0000.. 9 9 9 . 0000 . .. 0000. 99999. 00 9 0000. 09 09 09 0 0000.. .99.99 9 . 0 0 0 0.0000 .9000. 9 . 90900 .. . 9090 . 90 . 9 NOA No.: 16-0315.01 MIAMI•DAD;COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 4 of 11 Goes . ...... .... . . ...... . .. ...... .0000. G G G• O.G. G e . . 00.00 .G . s.GG .. ...... .. ....0 . .. .G . ..G...... 0 G . . . . . •0000. . s 6900 0 00 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles 41 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. MIAM4DADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: 6666 As required by the Building Official or applicable building code in order to properly evaluate the installa6co-6f this.... system. 690.66 6666.. 6666.. 6666 .. ...� .. 6666. 6666 .. . 6666.. 6666.. 6 6666.. . . 6666.. .. 6666 NOA No.: 16-0315.01 MIAMMADE COUP Expiration Date: 05/10/17 Approval Date:04/07/16 Page 5 of 11 11r1 1111+• 111• 1 • r Y • • •111 • •• •r11•• • •• •••1r1 • • • • 111••1 11••1♦ • • • 11 1r10 •••1• •1 • Y11• • 1 •1.1• • •• ♦1•r•• • • • • • 1111•• • r1 1• •1 • ♦ • •1.10• 1.111• • 1 • • • 11rr1• • • • ADHESIVE PLACEMENT DETAIL# 1 NO oJokPwtk CQmUll Flat/Low Profile Tile 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 strengthening rib closest to the overlock 101 �� of the tile being set. B�dtersa �n�i " ` 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. Nail t_[yr•ugh gfeatia¢emenA Medium Profile/ Double Pan Tile Iwhen regairt4l 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 overlock of the the being set. z: 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. •=�,-; -"' '"- �: }tib: '__ Faso. • • •••• •••••• ra elmmshplanatt -._ High Profile/Single Pan (Ohen re sdl Gadd it3wn•�eh �l • ��•• •••• i ••••i• 1. Starting at the cave coursa,•apply a minimum X"••• (50.8 mm)x 10"(254 mmg)sx 1"(35.4•mm)foam ..• paddy onto the underlft"M posioampd jas shwrn•• tai„.. o under the pan portion it t$8 tile clogest to the '•'•;• x�„.. • :, _;:` overlock of the the b •••sef •. > � 2. Continue in same manner. Insure a pr matey 17% (109.7 cm2)—23 (148.4 cm2)square inc;adhesive r� contact with the underside of the tile. Faye dos„re NOA No.: 16-0315.01 M AMI-DADS COUNTY Expiration Date: 05/10/17 Approval Date: 04/07/16 Page 6 of 11 . 40 0000 • . . . .. 0000 . . 0000 .. 0000.. 0000.. •• •000 40.0. .. . 0000 0000. . .. 0000.. . . 0000.. . .. 0000 • . .••.•• .0000. . • 0 . 00 00.. • • . 0 • ADHESIVE PLACEMENT DETAIL#2 y9r��► 4""Twat _Pedft ra *rd@j Flat/Low Profile Tile (,Pfd`-ififC�B�PBF� - -_ it fJi �IFHeiR! y'.� tet. iii e �•--..�_ .i 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 •� strengthening rib of the tile closest to the overlock of { r; - ` = the tile being set. Insure approximately 17(109.7 cm2) ear .la� —23 (148.4 cmz)square inch adhesive contact with the underside of the tile. Easeacaurs. �F �`� -' 2. At the second course,apply a minimum 2"(50.8mm) jr x 7" 177.8 mm x 1" 25.4 mm foam add onto the __t- underlayment positioned as shown under the �r: ' strengthening rib closest to the overlock of the tile 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. Wil et r..*pis cent Medium Profile/Double Pan Tile %when requiredll � _ _ a.e aeefteath ru.� 1. Starting at the eave course,apply a minimum 2"(50.8 U .rla , '4` ,*;'� mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy lc� yie!•rt , onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the being set.Insure approximately 17(109.7 cm2)— 23 (148.4 cm2) square inch adhesive contact with the a ` + 'k underside of the tile. •••••• ., - ;.� -��{�� • • • 0000•• — t `' p`'�` •. 1 =P� 2. At the second course,apply a"u ••imurn , {4" .8mm) X .. .--�'�fF�-hy�'s'__3•~E 1�1.y?�y�KJ��' •••• 7 (1 m !!77.8 mx 1 25.4 m;*.£oam add •onto e -` r —' ! „�,• underlayment positioned a§% t mp under the pan :0000: � f portion of the tile closest toW•overloek oftAe tile..... •• �•��f=' °—Pastia being set. •••••• •..• 0000 .00-0. •••• • •••• 00.0•0 0000.. 3. Continue in same manner:Inslirt approximately 12" '. 000.0• (77.4 cm2)- 14(90.3 cm23 scivare inc1S hffi@Sive . • contact with the underside bf the tile. ..•. •••••• (Instructions continued on next page) NOA No.: 16-0315.01 QMMIAMMMMODECOUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 7 of 11 • .... • • .... . .. • ...... ..... •• • 699:00 9000 . .. 00*00 ...... ...... ...... .... . .. ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Nad gh#Lisik$ High Profile/Single Pan Tile Odm wquomd) r z� , ,,`�. s :�: � z�� It 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 file closest to the overlock of the rile being set.Insure approximately 17(109.7 cm2)- 'aiFL � 23 (148.4 cm)square inch adhesive contact with the underside of the tile. ~'n} `f 'ti 4�•' F� a{. Vis'_ -�01 � = -r' 2. At the second course,apply a minimum 2"(50.8mm) r ,, Faide x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan �� F �:. i u�,,�-,� z�,. �-sr �. portion of the the closest to the Overlock of the the DAP adw being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm)- 19(122.6 cm2) square inch adhesive contact with the underside of the tile. 0000 • 0000 ...9.. ..000 0000 • 0000.. 0.• • 000.9. • 0000.. .0000• 00000 '0000' . . • 0 • • •• 90090 09909. 000000 00:000 0 .000 0000 ...999 0000.. • • 000 000.. 000009 09 . 0000 .0000. 00 0 NOA No.: 16-0315.01 MIAMMAD;COUNTY Expiration Date: 05/10/17 Approval Date:04/07/16 Page 8 of 11 0000 0000.. 0000 • •• • .. 0000.. 0000.. • 0000.. .0964. • .. 000. ' 4 • • • '0000• 90404 •• • • .. 0000.. 0000. . 0 00 .. .. 0000.. .4..69 • 0 0000.. 0.000. .00006 0000 . •. 0 0 • . ADHESIVE PLACEMENT DETAIL#3 fail through p c t is tReQ I 1. On the cave course only, apply a minimum 2"(50.8 ,� • mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy Y Ituader tuo onto the underlayment positioned as shown,under Single p7 the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set.Leave 4x4hL E approximately 4"(10 1.6 mm)up from the eave stnp.,aay edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure •< '; approximately 17-23 int(109.7-148.4 cm2)of ®� adhesive contact with the underside of the tile 4� 2. Apply a 4" (101.6 mm)x 4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Flat/Low Pn3f&Me the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nail through pms&amens ShWJe paddy underlfle pan portion of the tile,closest to the underlock for (whenrequired) the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm2)of adhesive (wider No) contact with the underside of the tile. Optimal an top � _ (Instructions continued on next page) an - _ 10 2, Fare Cwun a Fasda • • ••••• • • • • I11wnProflleTt9e •••• �• � •••••• •••••• •• • • • • • • • • ••••• •••••• •••••• •• • •••• •••••• NOA No.: 16-0315.01 MADE coiExpiration Date: 05/10/17 Approval Date:04/07/16 Page 9 of 11 ..6. • 0000.. 0000 • • 0000 .. • 0000.. .00000 . .. • • � 0000.. .0900. • 9. 00.0 ..... •• • �� 0000.. 0000. 9 0.000. • 0000.. 0 00000 0 0000.. • .0669. 0000 . .. ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) mail t1mugh plastic &4e pa ft umzhw Ce (when required) 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x3/4" (19 mm)paddy on top of the eave course tile surface as shown,on top of the strengthening rib f�dgiundert(iei for flat the or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. insure approximately 141a 9(58.1 cm2)- 11 (71cm2) square inch adhesive 2:4 i<, contact with the underside of the the at the overlap Dafty an and 7(45.2 cm2)-9(58.1 cm?)square inch i8p of we adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. ire c � Weephdia ,o in. in Lue desm DripedW Hlgh ProflleTile +•6• *140000 • • ' • •• • 6600 •• • • 000004 ••• � • • 0000•• 006.6• 6660 :0 • •6.66• •66.6• • 0 • • • • •• •6••• •6666• 06 • • • 6. 6• 66 • 06.0.0 0000•• 6 • • to • Y • •• • 6••• •66.6• • • 6 • • •• • NOA No.: 16-0315.01 MIAMMADE coin Expiration Date: 05/10/17 Approval Date:04/07/16 Page 10 of 11 • • • • • **:**a• * 0.0.00 iii••• • •• • • 0.000• • • • • • • i 0000•• .0000 •• • • • •• 09••00 0000. . • 0.090• • •. • •ii9.0 0 • • � Y i � • ..•9Yi ii•••• 0000•• •.•. • •9 v 4 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile I. Starting at the cave course,apply a minimum 2" In Place enough t adhesive to achieve 65 to 70 sq In. weep pitch red)applications 50.8 mm x 10" 254 mm. x 1" 25.4 mm foam In cohtahX vrlth the Ran lite. hvthen required) ( � { ) { ) 2)Turn cams upside down.Place adhesive in paddy onto the underlayment positioned as to t inAremoutside edge ofcover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25scl.hh.contactarea. tiles from rocking until adhesive has a chance to underlaymoht cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2)—70(451.6 cm2) square inch adhesive contact with the underside eathing of the pan tile. Eave closure , (motarshown) 3. Turn covers upside down exposing the underside weepnoi l Fa—sda Board of the tile.Apply a minimum 1"(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner ttehnove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave pan ties.Ensure eave end of pan and`over ties 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 file over after foam is applied and place onto pan rile course. Insure a minimum of 20(129 cmZ)-25 (161.3 cm2)square inch contact area on each side of the cover file to the pan file. Continue in same manner.Trim away 0000 , any cured exposed foam�adhesiv&JPgjVl�ng of• • longitudinal edges of cower tilas",v • considered optional. •••;•• e.." . •; 00.000 • ..,. 0 0000.. 5. When additional nailiV*g�j6 rrequire8y 2".(50.8• • mm)x 4"(101.6 mm)iaaUgrs or t%,e tie wire 0 0 0••- system using galvanioe4estainleSs.Stt�l!,or 00•96 0000•• copper wire and corQ &1*Je nails may be used. •• 0000.. 0000.. 00 . 00009 000000 END OF THIS ACCEPTANCE .0 0 NOA No.: 16-0315.01 tM1AMMADE eounirr Expiration Date: 05/10/17 Approval Date:04/07/16 Page 11 of 11