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RF-17-620
P itvo. RF- -'t "�20 Miami Shores Village ■ Part Typa. 10050 N.E.2nd Avenue NEPe i rm WorKClassf cation Tile '•" Miami Shores,FL 33138-0000 Permit Status.APPRo'4l'E� Phone: (305)795-2204 RLOR1kDp' Expiration: 09/05/201 Project Address Parcel Number Applicant 1240 NE 93 Street 1132050270190 Miami Shores, FL Block: Lot: BRADLEY 8 MARJORIE LIFF Owner Information Address Phone Cell BRADLEY&MARJORIE LIFF 1240 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone JOHN BUSTA ROOFING INC (305)219-9699 Valuation: $ 24,200.00 ....... ___........._ . . .... _.. .,.., ,. __.... Total Sq Feet: 3200 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF GO BACK CONCRETE FLAT COLOR Inspection Type: Classification:Residential Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Review Roof Renailing Affidavit Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF $15.00 Invoice# RF-3-17-63231 DBPR Fee 88 03/09/2017 Credit Card $833.76 $50.00 DCA Fee $4.88 03/09/2017 Credit Card $50.00 $0.00 Education Surcharge $5.00 Bond#:3336 Permit Fee-New Roof $325.00 Scanning Fee $9.00 Technology Fee $20.00 Total: $883.76 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 accurate and that all work will be done in compliance with all applicable laws regulating construction Futhe ore,I authorize the above-named contractor to do the work stated. March 09, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 09,2017 1 .51� RFs`r Miami shores Village minim Building Department �\ 10050 N.E.2nd Avenue ytio�� Miami Shores, Florida 33138 RmA Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit#, 99 - 3,17- 6 DATE: O ff. /,-3° ?0/9 INSPECTION AFFIDAVIT 0/vv 1/1 licensed as a ( ontractor Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: 6�!° a�97 � On or about ®S • /A •,ZQ/°`7 (E IP , I did personally inspect the roof deck nailing (Date&time) work at 93 �z (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of ° SANDRAANN IFF 15 •.�' 9120- Notary Public, Sate of Florida at LargeMY COMMISSION t FF 15.. EXPIRES:September 14,2018 Bonded nw►may ramie Undenrnks *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an Inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection 1 CIVIL Reileh Engineering Corp. (Consulting Engineer) 2370 Southwest 123rd Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ` ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengineering.com April 4,2017 John Busta Roofing 300 Northeast 91 Street Miami Shores,Florida 33138-3130 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1240 Northeast 93 Street Miami Shores,Florida Information provided by client: Permit Number: RF317620 (�— (�2C, Date Completion: March 29, 2017 Roofing Contractor: John Busta Roofing Project Number: 17-0364 (Testing Laboratory Certificate#11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mor!:it or adhesive set tile system and mechanically attached,rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Boral Roof Tile. This the was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)tile in ten(10)of all components in the field area and one(1)the in five(5)of all tiles in the perimeter and comer areas were physically examined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Base on.our test resul" we. oxi hide tAu the installa *ren of the roof the`at'the`abd*afeferehced project meets the test requirementitlmecl�n the`above=mentroned'protocol Attached �ease!find' 4�.copy ofour test report foryo Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1240 Northeast 93 Street Miami Shores,Florida Submittals: Cover Page Page 2 thru 5 of 5 Drawing 17-0364 Reileh Engineering Corporation—Project Number-17-0364—Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 1240 Northeast 93 Street Miami Shores,Florida Project Number: 17-0364 Test Number Test Load b Test Status . 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation—Project Number-17-0364—Page 3 of 5 Tes :il umber Test Load b Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation—Project Number-17-0364—Page 4 of 5 Test il�Tumbeir Test Load b Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass Test 1-12 Corner, 13-20 Ridge Caps,21-33 Perimeter, 34-67 Field Reileh Engineering Corporation—Project Number-17-0364—Page 5 of 5 9 2126 8 10 41 46 49 , 5I 45 25 28 44 46 M12 29 1 90 52 61 42 24 IN 40 53 66 60' 04 65 40 '8 'A 25 55 22 5 64 57 56 1 62 51 y� 58 2 96 65 60 61 59 3 15' NUMMR Or S5f I' OMMR a 900 5F O Wa CAI'95T LOCArION FIML9 � 54 COUP m 60 5� COUP m 12 MRIMMR P15fma,a- 5' L MNOM5 OO 111,E 11-0564 CM m 8 COUP MA o VX V APpWk POOF 95T LOCATION5,A V5, AN19 I71WN51ON5 Miami Shores Village Building Department MAR <7, 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 201q BUILDING Master Permit No. I �� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING F_� MECHANICAL PUBLIC WORKS CHANGE OF F-] CANCELLATION [:] SHOP / CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zi 2E; ,�5 5` _-q'7-11 Folio/Parcel#:1Z-.906j-OX7, Q/" 20 Is the Building Historically Designated:Yes NO A Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):466844EY 4//5, Phone#: 9/7- 43f, f9:/ AddressAAI ?3 City: N1i4/�/'d7 c5 `� State: I Tenant/Lessee Name: &1-14 Phone#: Email: C-0" CONTRACTOR:Company Name v(✓ ������. �� . Coy Phone#: s��•946�� Address: 9 00 AIF 5716-7 City: ZdZA14 State: 40` . Zip: IS 3/279 Qualifier Name: &M-,57- Phone#, aZ/0 29 State Certification or Registration#: _Q5'5041*1? Certificate of Competency#: DESIGNER:Architect/Engineer: ��i� Phone#: Address: �� City: State: Zip: Value of Work for this Permit:$�n � �� Square/Linear Footage of Work:3i 00 Type of Work: ❑ Addition ❑ Alteration ❑ New X1 Repair Replace ❑ Demolition Description of Work: -kWE- 43,0 M&4-- �f✓�' `�LiA ��i� ! . '�clLZW Specify color of color thru tile: ,6APJ< 6YAkW 4 Z_ &, 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) Bonding Company's Name(if applicable) Z A Bonding Company's Address ` y 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. Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of /✓MIEZA/ .20 , by day of�,AA!?J-711 ,20 /; by , BL�e�t who is personally known to who is perms known to me or who has produced l�.c.®0A9 AC/4W-5,'L! % as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: 6alr� � Sign: Print: 4:t-lar(x u Print, U- Seal: Seal: SAMMANN BUSM 1 •,, &WRAANN BUSrA MY COMMISSION 9 FF 159120 - MY COMMISSION#FF 159120 EXPIRES:Se amber 1 ,2018 = APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) was Miami hores Village z - --� Building Department it, 1t ' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to towner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or fall.-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if- 1. f1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to.-work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Si caner State of Florida County ofMiami-Dade The foregoing was acknowledge before me this day of 1WXeW ,20_17 . By� � �/�� who is personally known to me or has produced Fl. • as identification- Notary:��� nJ ' SEAL: `" MRAANN BIWA _ �,; =64WM 4 FF 159120 FXPIRES-September 14 2018 TIX4Q(i,1P•` a0flded Thru N WM ftftftj�d u John Busta Roofing, Inc. 300 NE 91 Street Miami Shores, FL 33138 phone: 305-219-9699 email: jrbusta300gaol.com March 7, 2017 State of Florida County of Miami Dade Before me this day appeared John Robert Busta who being duly sworn, deposes and says that he will be the only person working on the project located at 1240 NE 93 Street. Sworn to (or affirmed)and subscribed before me this 7d' day of March 2017,by John Robert Busta. Pyr. SMDRA MIN BUSTA MY EXPIRES:September 9 Ff 159120 Bonded Tin Notary uft l nftm Personally known X Sandra A. Busta Print type or stamp Name of Notary 0- "&� ♦5 OR Gi 01 Miami Shores Village n Building Department y, �.� 10050 N.E.2nd Avenue �rR�yp� 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: ®.5,� ®/� 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Af-A66 Z Lll� Property Address: /2f Roofing Permit Number: Dear Building Official: 1 64,5V ter certify that I am not required to retrofit the roof to wall connections of my building because: he 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) 2 "%— — 6 r� Signature Print Nam State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of AIAReW <01*7 sANnsA My COAMSSION FF 15 Notary Public, Sate of Florida at Large � ' .41EXPIRES:Septernb 14,201 4f, �' Bonded Ten, 2x18 Nary PuWie Undenr�ars When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 11/10/2016 Property Search Application-Miami-Dade County rI Irv, sea _0 w f • y k; M J 2015 Aerial Photography 6 Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2016 2015 2014 Land Value $314,250 $285,750 $253,500 Building Value < $ $195,270 $192,862 Extra Feature Value $0 $0 $0 Market Value $506,808 $481,020 $446,362 Assessed Value $453,081 $449,932 $446,362 TAXABLE VALUE INFORMATION 2016 2015 2014 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $403,081 $399,932 $396,362 SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $428,081 $424,932 $421,362 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $403,081 $399,932 $396,362 REGIONAL Exemption Value $50,000 $50,000 $50,000 http://www.miamidade.gov/propertysearch/#/ 2/3 w ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) Li 1 High-Velocity Hurricane Zone Uniform Permit Applic m. 1 _; 1 Section A(General Information) AR M 017 r Perff it No. Pr cp _s N'_ 1 ra o s Name\1®✓7�/�✓ �� �C''� — $��✓'• 1 i Job Address /� ® 1 1 ROOF CATEGORY 1 1 ❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles 1 ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ROOF TYPE 1 ❑ New roof ❑ Repair ❑ Maintenance (, Reroofing ❑ Recovering 1 ROOF SYSTEM INFORMATION 1 Steep Sloped Roof AREA(SSF) � Total(SF)��d 1 Low Slope Roof Area(SF) 1 1 Section B(Roof Pian) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimen- sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 O i LLI 1 ® ie 1 M - 1 LU ® c 1 �_' 1 �► E z 1 ® a 1 > 0 1 ® 33 � = 1 k •• e•; 1 . . 1 • ... 1 • . 0 • 1 • •e 1 • e • . • • 1 000 FLORIDA BUILDING CODE—BUILDING,5111 E131T40 j(2PT f : • 15.37 11jrITITfIT Copyright topes 4ceyged b� Cce(AbL R14HT*0�ED);accessed by Eliezer Palacio on Jun 8.2015 10:32:12 AM pursuant to License Agreement.No further repuctiots aut%&Meds e ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Application Form 1 1 Section D(Steep Sloped Roof System) 1 Y ASI_ Roof System Manufacturer: 1 Notice of Acceptance Number ®z//, Minimum Design Wind Pressurg Applicable(From RAS 127 or Calculations): ; P1: P1: a P1: /®®„ 7 1 1 1 Deck Type: 1 ®tlz log V_ J 1 Type Underlayment: �� 1 Roof Slope: 1 12 Insulation: I XIIA1 1 Fire Barrier: �,1� 1 Ridge V��ilation? Fastener Type&Spacing: , ex S w / s S J 1 A 1 Adhesive Type: � � 1 ° 1 Type Cap Sheet: �, 1 1 1 Mean Roof Height: Roof Covering: ® 1 1 Type&Size Drip Edge: 1 see so 1 •. . . • 00 FLORIDA BUILDING CODE—BUILDING,9th Eh-goll jA) : ; 15.39 1 j 1 1 1 Copyright n,oadicr3ts�ea 1lyi ICS(pL1 17= .B VED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No fur beer reproductions a • e ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition(2014) 1 1 High-Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section E(Tile Calculations) 1 For Moment based tile systems,choose either Method 1 or 2.Compare the values for M,with the values from Mf. If the Mf values are greater than or equal to the M,values,for each area of the roof,then the tile attachment method is acceptable. i 1 Method 1 "Moment Based Tile Calculations Per RAS 127" 1 (P10&1 x X.31S =lo-?L3 )-Mg:76,2 =M,,k,6 F Product Approval Mf 1 (P2 L x%,3/.6-= -Mg:9 =M,Z&_V M,&_ Product Approval M, 1 (P3 _ -Mg:/- =M0 Product Approval M, e ` 1 Method 2"Simplified Tile Calculations Per Table Below" 1 Required Moment of Resistance(M,)From Table Below Product Approval M, 1 M,required Moment Resistance* 1 Mean Roof Height 15' 20' 25' 30' 40' 1 Roof Slope 1 2:12 34.4 36.5 38.2 39.7 42.2 1 3:12 32.2 34.4 36.0 37.4 39.8 1 4:12 30.4 32.2 33.8 35.1 37.3 1 5:12 28.4 30.1 31.6 32.8 34.9 1 6:12 26.4 28.0 29.4 30.5 32.4 1 7:12 24.4 25.9 27.1 28.2 30.0 1 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1 Appeals. 1 For Uplift based tile systems use Method 3.Compared the values for F'with the values for Fr. If the F'values are greater than or 1 equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. 1 Method 3"Uplift Based Tile Calculations Per RAS 127" 1 (P1: x L = x w:=_)-W: x cos 0 =F„ Product Approval F' 1 (P2: x L = x w:=_)-W: x cos 0 =F,2 Product Approval F' 1 (P3:-x L = x w:=_)-W: x cos 0 =F,, Product Approval F' 1 1 Where to Obtain Information 1 Description Symbol Where to find 1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 1 Mean Roof Height H Job Site 1 Roof Slope 0 Job Site 1 Aerodynamic Multiplier Product Approval 1 Restoring Moment due to Gravity M9 Product Approval 1 Attachment Resistance •• • M, Product Approval 1 Required Moment Resistance • ;M9•� • ; ; alculated 1 Minimum Attachment Resistance • • • ; •• ° Product Approval 1 Required Uplift Resistance F, ' Calculated 1 Average Tile Weight ••• W Product Approval 1 Tile Dimensions IengtF:•W=o th °•• Product Approval 1 All calculations must be submitted to the I:U0ingttffi(Jaletlhe:tirre-of ormi;adplication. • • 15.40 : ; • ••: ; FLOAIDA BUILDING CODE-BUILDING,5th EDITION(2014) MffiW0fffflya • I 1 , ' ' Copyright t b�iceaista bYPIC4(q=L RtHT9 RRBSFIVED);accessed by Eliezer Palacio on Jun 8,2015 10:32:12 AM pursuant to License Agreement.No further reprdductiens aulholi:4 0 0• VIRN� 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 ensiled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking ca 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. �O� (4 �/a Ow er/Agent's Signa Date Contractor Signature Date /oc �-O 44E,"3 =. Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; o • • • 0 `•• r • M IA M I,DA.DE 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) 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. 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: Saxony 900 Concrete 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 ON at Ile teA . uas4.ofthe Binding Official. . . .. . . . . ... . This NOA renews NOA No.]3-0723.05 arld-con94ts o;pages ;throagh 8. The submitted documentation was reviewed by Alex Tigera. .. :. NOA No.: 16-0711.05 MIAMI-DADE COUNTY ' Expiration Date: 04/26/22 Approval Date: 09/29/16 0 :0 0:0 Page 1 of 8 . . . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . 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, do 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 Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-5/32" batten,mortar set or adhesive set applications. Saxony 900 Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded Split Shake Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Width:varies pieces for use at hips,ridges and rakes. varying thickness .. ... . . . . . .. .. . . . .. . . . . ... . • . • . • .. ... .. . . . .. .. .. . . . NOA No.: 16-0711.05 MIAMI•DADE COUNTY "' ' ' ' ••• ' Expiration Date: 04/26/22 Approval Date: 09/29/16 ••• • ••• Page 2of8 . . . . . . . . . . . .. .. 00 . .. .. ... . . . ... . . 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales,FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date 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 TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Battens) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II&III TAS 108(Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108(Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs.smooth shank nails Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering,Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 5201114 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation C•alcg],�1iops. . . •Agodynamic Multipliers 09/01/16 Walker Engineering,Inc. Calcu:ations: : : TAA Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation daicuratioLs: Zt®st© 'n*rPMoments Due to Gravity 09/01/16 American Test Lab of RT0617 04-16 TAS 112 06/29/16 South Florida . . . . . . . . . . . .. . . . . NOA No.: 16-0711.05 MIAMI•DADE COUNTY "' ' ' ' Expiration Date: 04/26/22 Approval Date: 09/29/16 ••• • • • • ••• • • Page 3of8 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. 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(I x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width-w(ft) Saxony 900 10.9 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers -X(W) Tile X(ft3) ;L(ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake&Split Shake Table 3: Restoring Moments due to Gravity-M9(ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake& Deck Deck Deck Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 .• •Y• . . . • . •• • •• • • • • ••• • •• ••• •• • • • •• •° : : : ° •° : : NOA No.: 16-0711.05 MIAMMADE COUNTY ••• • ° ° °°• ° Expiration Date: 04/26/22 • - Approval Date: 09/29/16 ••• • • • • ••Y • • Page 4of8 • • • • • • • • • • Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mechanically Fastened 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 48 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail(Field 24.3 24.3 24.2 Clip) 1-10d 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 Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake&Split Shake Adhesive' 31.32&3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond� one-component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset&AH-160 two-component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake& Split Shake ICP Adhesives Polyset&AH-160 118.94 Two-component foam 40.45 3 Large paddy placement of 45 grams of Polyset®AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment .. ... . s •. •• Profile ; ; ••: A.pplication Resistance Saxony 900 Slate, Shake&Split Shak@•• ••; ••; Njvrtir De•• 43.96 5 Tile-rite Roof Tile Mortar so 0 . . . . . . . . . . . . . . • •• ' NOA No.: 16-0711.05 ... . . . ... . MIAMMADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 •�• •:• Page 5of8 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 5. 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". 5!1 LABEL FOR BORAL 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. PROFILE DRAWINGS NAIL HOLES \` 1-5/32"(Slate) 17 ,\ COVERLOCK \� 13 .. ... . . . . .. so •• ••• •• r • • •• SAXONY 900-SLATE . • .' . NOA No.: 16-0711.05 ... • ... MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 "' ' Page 6 of 8 • . . . . . • • • . . •• •• . • . •• .. ••. • . . ... • . PROFILE DRAWINGS NAIL HOLES "°' 1-9/32"(Shake) 17 " 1311 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 •• • • • • NOA No.: 16-0711.05 ••• • • • ••• • MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 �i• i i i i 0i0 i i Page 7of8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PROFILE DRAWINGS NAIL HOLES 1-9/32"(Shake) 17 " 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE • • • • . • • . • . NOA No.: 16-0711.05 MIAMI•DADE COUNTY .•• • . • •.• • Expiration Date: 04/26/22 Approval Date: 09/29/16 •o. r i i i •i' i i Page 8 of 8 MIAMI•QAD£ 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 NOTICE OF ACCEPTANCE (NOA) T(7W 315-2590 F(786)315-2599 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 reqs % t#ie43 Vding Official. This NOA renews and revises NOA No.14-011.7.0t:seeand;oasistsolpa*es 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez • ... •'• . . . . . . . . . . . % C.�'��ri t v NOA No.: 15-0410.04 ►�»rpt ar.:E Expiration Date: 09/131'1 T ••• • • • • ••• • • Approval Date: 08/11/16 Page 1 of 8 ... • . . ... . . ROOFING COMPONENT APPROVAL Ca o : Roofing Sub-Cakgorv: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65'x 313/s" ASTM D 1970 A fine granular/sand top surface self-adhering,APP Mon factoring Or 65'x 3' polymer modified,fiberglass reinforced,bituminous Location#1  60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice&rain shield. Polystick Dual Pro 61'x 313/8" TAS 103 and A rubberized asphalt self-adhering,glass-fiber/polyester Mmnifacha ing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location#2 metal roofing and roof tile underlayment. Polystick Tile Pro 61'x 31-3/8" 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 31-3/8" TAS 103 and A rubberized asphalt self-adhering,polyester reinforced Mwn#'actwzng 60 mils thick ASTM D 1970 waterproofing membrane. Designed as a a roof tile Location#1  underlayment. Polystick TU P 32'10"x 313/s" TAS 103 and A rubberized asphalt waterproofing membrane,glass- Manufachazng 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 3'3 3/s" 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  Polystick MTS 657 x YINs" 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 658"x 3'33/s" TAS 103 A homogeneous,rubberized asphalt waterproofing Manufactwing 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 3'3 Ya" TAS 103 and Poly pUr reinforced,SBS modified bitumen membrane Manufacturingt�STM 6l With a*nded back face and a granule top surface. For Ls&M roof file underla ent systems. Location#2 000 ..; .. Ym Y . 00 ... .. . . . . . . . . . . . . .. . . . . . . . ... . . . ... . M_SMI 14:�F OU t r NOA No.: 15-0410.04 --;.�: ... ... Expiration Date: 09/13/21 :.: Approval Date: 08/11/16 :0 0: : :.'.: Page 2 of 8 ... . ... . . MANUFACTURING PLANTS: I. Hazelton,PA 2. Winter Haven,FL EVIDENCE SUBMITTED Test Agency Test Identifier Test NameJReoort Date Trinity I 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 P33370.03.1 I 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. JX20H7A TAS 103/ASTM D4798&G155 04/01/08 RX14E8A TAS 103/ASTM D4798&G155 11/09/09 DX23138B TAS 103/ASTM D4798&G155 02/18/10 DX23138A TAS 103/ASTM D4798&G155 02/18/10 LABELING: I. 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. MIAMbDADE COUNTY APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. .'. ." 2.Any other documents required by the Buil .".�I,ai�yorgppJcb).ebuilding code in order to properly evaluate the installation of this materials. . •.• •• • • . . . . . . . . . . . . .. . . . . . . . ... . . . ... . NOA No.: 15-0410.04 V �aM.,E l Jr� r 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 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 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 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: 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 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 laps. Membrane: Polystick TU Plus,self-adhered. Surfacing: See General Limitations Below. • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • ••• • • • ••• • M dN!1 C3.SLiE���:,VM1Y NOA No.: 15-0410.04 .'z� ... . . . . ... . . Expiration Date: 09/13/21 ' • • Approval Date: 08/11/16 . . ' " ' Page 4 of 8 . .. .. . .. .. ... . . . ... . . 1NSTALLATION 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. & 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 LDwAmNs: 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 1R-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. Polylass reserves the right to revise or alter product exposure times;not to exceed the preoUng�' ti ne hWMations. E n MTS Ht-Xe Elastoflex TU -T-Up- Tile Pro Dual Pro TU Max MTS Plus S6 G Pius Winter Haven,FL 180 90 rw •t 8 . ljou. 180 180 180 180 Hazelton,PA N/A 90 .'Na . :*190 : .MIA ;NIA N/A 180 N/A ... . . . ... . NOA No.: 15-0410.04 r�,:Mi »_r.1F vur�1-YCExpiration Date: 09/1381 • • • • • • • • Approval Date: 08/11/16 •„ Page Sof 8 ... . . . ... . . 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 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 file stack parallel to the slope,for a total of 6 tiles—for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max.Per Stack) o 612 CD FbdDeckpiww �J POLWWKIU Plus] •• ••• • • • • • •• •• ••• •• • • • •• 9 ego • • • • • • • • • • • NOA No.: 15-0410.04 N SMI:?:.?F i:vUN 1 Y Expiration Date: 09/13/21 •s Approval Date: 08/11/16 i i•••i s i i i•••e Page 6of 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 Polysdck 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 LIMrrATIONS 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'/<"/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 FortyEight(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 accpmpl si bi a 7*$jPgfyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 PreftunfVO lVaIW&Cbmft XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashinjrement to'the area um 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 1i 84her djfttip% The.%P4it should be installed in such a way so that water will run parallel to or over the top of all laps'of#hJ patch . .. . . . . . . . ... . . . ... . NOA No.: 15-0410.04 rA J COUN VY Expiration Date: 09/13/21 ' Approval Date: 08/11/16 • • • • 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)894-4563. 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE .. .. . . . . . . .. . .. . . . . ... . .. ... .. . . . .. . . . . . . . . . . . . .. . . . . . . . ... . . . ... . V arA1 a-1_1F cr:1jra c r NOA No.: 15-0410.04 Expiration Date: 09/13/21 ... . . . . ... . . • Approval Date: 08/11/16 Page 8 of 8 . .. .. . . . .. .. ... . . . ... . . MIAMI-DADE COUNTY MIAMI-DADS 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) 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:3Mrm 2-Component Foam Roof Tile Adhesive 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. 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 at4be rgQugst of tke VuUdit&Official. • • • • • This NOA revises NOA 13-0502.02 and consists 9f pagel 1;htojgt 4�.•• The submitted documentation was reviewed byAle)tTigeiW •• • ... •• . 1 • • • • • • • • • NOA No.: 14-0805.01 ruartw,aDe COUNW :.• :• •.• •.• :.. •.• Expiration Date: 05/10/17 Approval Date:09/04/14 ••. . . . . •.. . . Page 1 of 11 • . . . . . . . . • • .. .• . . . .. .. ... . . • •.. . . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using 2-Component Foam Roof Tile Adhesive AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3Mrm 2-Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH-160 Foam Dispenser NIA Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.61bs./ft 3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft' Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks .. ... • .+6.0%o Vpjume Change @I 58T., 100%Humidity,2 .. ivaeks . Closed Cell Content AS f�M 12008!6: 46�o� • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are sub*t to ggrmgl mandfactpring variation. ' • • • • • • • • • • NOA No.: 14-0805.01 MIAMI-DA E COUNTY ••• • • • •• ••• • Expiration Date: 05/10/17 1 Approval Date:09/04/14 ... . ... Page 2 of 11 . . . . • • • • . . • •• •• . • . .. .. ••• • • • ••• • • EVIDENCE SUBMITTED: Test Aeenev Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M" 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M7 2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative•C®de. . • .. . .. . . . . ... . •• ••• •• • • • •• ' ' • • • • ° • • NOA No.: 14-0805.01 MIAMI-DARE COUNTY ••• •• • • • • ••• ••• Expiration Date: 05/10/17 Approval Date:09/04/14 0:0 •0 • 0:0 •0 • Page 3 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B). 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within I to 2 minutes after 3MTm 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the Placement Details'herein. Each generic tile profile requires the specific placement noted herein. • • • • • • • • • • • NOA No.: 14-0805.01 MIAMI•DADE COUNTY '•• • • • ••• • Expiration Date: 05/10/17 0 Approval Date:09/04/14 ••• • • • • ••• • • Page 4of11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 30 Flat,Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of 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) I 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. QM1 -DADS COUNTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. . .. . . . • .•• . • • • . • .• ••. .• . . . .• . ... •• • • • • ••• •• •• • •• •• •• NOA No.: 14-0805.01 • • • • CADE COUNTY •• ••• ••• :•• o•o Expiration Date: 05/10/17 Approval Date:09/04/14 ••• • • • • o•• • • Page 5 of 11 • • • • • • • • • • • •• •• • • • •• m• ADHESIVE PLACEMENT DETAIL# I •.. ul•I a:r: r..c.l, E.. ,.:7h- . 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 of the tile being set. f „ . 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. Medium Profile/ Double Pan Tile r...rap F.•1~.11,- 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 r under the pan portion of the tile closest to the • overlock of the the being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm )—23 (148.4 cm )square inch adhesive • contact with the underside of the tile. _.,..U_.m. :I•,.•1*;nal W r.._,,:, .,,~ High Profile/Single Pan Tile 'Wl'114,_ 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 A. overlock of the file being set. d.,.l,.,,.. 2. Continue in same manner. Insure approximately 17 (109.7 cm2)—23(148.4 cm)square inch adhesive *_. contact with the underside of the tile. r. • • • • • • ••• • l sir r,. •• • • •• • • • •• • • NOA No.: 14-0805.01 MIAMI•DADE COUNTY •' : • •• • • �' ' ' Expiration Date: 05/10/17 ••• ••• Approval Date:09/04/14 Page 6 of 11 . • • • • • • . • • ADHESIVE PLACEMENT DETAIL#2 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 of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm2) 23 (148.4 cm2)square inch adhesive contact with the F _ underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 10" (64.5 cm)- 12(77.4 cm2)square inch adhesive contact with the underside of the tile. Medium Profile/Double Pan 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 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 underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) �,; x T'(177.8 mm)x 1"(25.4 mm)foam paddy onto the _ i.,,.ci.,,�•. underlayment positioned as shown under the pan Fnvr:can. Fa„ , portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) .. ... .. . . . .. • NOA No.: 14-0805.01 MAMMALDE COUNTY .` •• •' Expiration Date: 05/10/17 ••• ' :00 Approval Date:09/04/14 Page 7 of 11 . . . • . • . . • . ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) C'Jc..'.rr..:F T.I. High Profile/Single Pan 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 pan portion of the tile closest to the overlock of the ==' tile being set. Insure approximately 17(109.7 cm2)— • 23(148.4 cm2)square inch adhesive contact with the d underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) • '` x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the ```. �'-•F h>•, underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile I being set. 3. Continue in same manner.Insure approximately 17" (109.7 cm2)- 19(122.6 cm2)square inch adhesive contact with the underside of the tile. .. ... .. . . . .. • NOA No.: 14-0805.01 MIAMI•DADE COUNTY • •• • • • • • � � Expiration Date: 05/10/17 ••• • •• Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL##3 tial-h•c'ug,:lasji:errent Daddy betwee^ties •wnen•ea.ired 1. On the eave course only,apply a minimum 2" (50.8 93-te^s-P:onal . mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy Pad 7Y a^der-le onto the underlayment positioned as shown,under E�r�le:-giddy the strengthening rib for flat tile or under the pan portion of the tile for low or high profile the closest r._ to the overlock of the tile being set.Leave 4 K11n y 3l Padd , approximately 4"(10 1.6 mm)up from the eave edge free of foam to prevent the expanded adhesive ^clePdd, x in i from blockingthe holes. Insure 2 approximately 17-23 in (109.7-148.4 cm)of r: t adhesive contact with the underside of the tile Save c csJ•e 2 Apply a4"(101.6 mm)x4" (101.6 mm)x 1" (25.4 mm)foam paddy onto the underlayment just below Flat Low Prefile Tile the second course line positioned foam paddy under the strengthening rib for flat tile,or under the Nail through plasvc cement 5 ng a.atdv un�e•ti a pan portion of the tile,closest to the underlock for v.'hen required 'ad-y between-les the second course the to be installed. Insure approximately 8-9 in (51.6-58.1 cm2)of adhesive Battens P'a7dy radar file contact with the underside of the tile. optional -� *, 3,e Pdd,, (Instructions continued on next page) e _ y :.iaaie Fadd•,-i i s _ r r :T4;* • Eave Closure rr: Eatie'coJrse ''•f - —Fascia Medium Profile Tile •• ••• • • • • • •• • ' 'o: '•' i i •• MM • • ' NOA No.: 14-0805.01 MIAMI-RADE COUNTS' •• • • • • Expiration Date: 05/10/17 ••' Approval Date:09/04/14 Page 9 of 11 J ADHESIVE PLACEMENT DETAIL#3 (CONTINUED) Nail through plastic cenr_nt 5 n;e paddy a^:er nle ,.hen req=uired 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x'/o" Fad ' netween:1e5 (19 mm)paddy on top of the eave course tile e•att"'S . _ Paadv unde•ti a surface as shown,on top of the strengthening rib optional I�%��. - for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. dpi, Install second course of tile. Insure approximately — . 9(58.1 cm2)- 11 (71cm2)square inch adhesive ,. 3e .� rty contact with the underside of the tile at the overlap -add; r and 7(45.2 cm2)-9(58.1 cm2)square inch r ;r ``�� ► adhesive contact with the underside of the tile at !. the head of the tile.Continue in same manner. Eave Course - F3taa i ; r. n Eavedosure .�+ Cnpedge High ProfileTlle •• ••• • • • • • •• • •• • • • • ••• • • see •• • • • ' NOA No.: 14-0805.01 MIAM4DADE COUNTY •`. : • • • ••• • •:• ••• Expiration Date: 05/10/17 • •• • • + • • Approval Date:09/04/14 Page 10 of 11 •.• i . • • ••• • • . • . . . • . • . . ••. . • . •.. • ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a minimum 2" 1)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications foam in contact with the pan tile. (when required) (50.8 mm)x 10"(254 mm)x 1"(25.4 mm) 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as to 1 in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave Then install the tile.Ensure 20 to 25 sq.in.contact area. - ° tiles from rocking until adhesive has a chance to Underlayment - cure. - ° 2. Continue in same manner bringing two pan courses up toward the ridge.Insure approximately 65(419.4 cm)—70(451.6 cm2) - - square inch adhesive contact with the underside - of the pan tile. Sheathing Eave closure (motarshown) 3. Turn covers upside down exposing the underside Weephole of the tile.Apply a minimum 1"(25.4 mm)x 10" Fascia Board (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course.Insure a minimum of 20(129 cm2)-25(161.3 cm)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE •• ••• • • • • • •• • • • • • • • • to •*Soso* 0 • : : NOA No.: 14-0805.01 MIAMI•DADE COUNTY • • • • • • • • • • ' Expiration Date: 05/10/17 ••• • • • ••• • Approval Date:09/04/14 Page 11 of 11 • •• •• • • ••• •• •• J� s 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. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can a 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 over oaded 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. `J Own r/A ents Signature Date Contractor Signature Date ` '70 C�7-, Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Soo .. ... .. . . . .. . •.• .. Or . . .