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RF-16-272 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-260836 Permit Number: RF-2-16-272 Scheduled Inspection Date:June 24,2016 Permit Type: inspector. Mesa,Michel Inspection T : Final Ro Owner: TELESCO JR.,THOMAS Work Classifica : IlelFlat Job Address:64 NW 99 Street Miami Shores,FL Phone Number (305)216-6161 Parcel Number 1131010330060 Project <NONE> Contractor. A4 PROPERTY SERVICES&GROUP Phone:(786)419-5041 Building ' Comments o mments RE ROOF FLAT AND COLOR THRU TILE BURAANT INSPEUT R C-0—MMM False MISSION Inspector Comments —Vo C o se Passed CREATED AS REINSPECTION FOR INSP 260745. CREATED AS REINSPECTION FOR INSP 260565. CREATED AS REINSPECTION FOR INSP-260440.CREATED AS REINSPECTION FOR INSP 260023. CREATED AS REINSPECTION FOR INSP 252024. 5-31-16 Failed ❑ WORK NOT COMPLETED, NO PLANS, NO PERMIT, NO LADDER. 6-6-16 QUALIFIER MUST BE ON SITE FOR NEXT INSPECTION,SOME AREAS Correction a NEED TILE INSTEAD OF TPO,TPO PEELING OFF, MISSING Needed FLASHINGS,TILE OVER EXPOSED. 6/9/2016 Re-Inspection CANCELED DUE TO WEATHER Fee 6/13/16 Na Additional inspections can be schedules until VANESSA CALL TO CANCEL INSPECTION re-inspection fee Is p9A 'z'- June June 23,2016 For Inspections please call:(305)762-4949 Page 11 of 26 IVEIM918nc7=40A.I W EPWOMWIM �- 4225 SW 71 Ave,Miami, FI 33155 Tel:786-398-9179 Fax:7864MO-2627 a1 roofinspection(ammail.com LAB CERTIFICATION #14-1215.04 SITE SPECIFIC INFORMATION UPLIFT TEST—TAS#106 Roofing Contractor A-1 PROPERTY Permit# RF216272 Job Address 64 NW 99 ST MIAMI SHORE FL Owner's Name BECKY TELESCO Type of Tile SPANISH BARCELONA Date Installed Approximate Roof Height 12' feet Roof Pitch 3/12 Type of Access to Roof LADDER Approximate Square Footage of Roof 20 ftZ Required Testing Force 35 Lbs Date Tested 06/20/16 Number of Tests 89 Testing Equipment F.G.E.100 Contact Name VANESA. Phone# 305-471-7353 LOCATION #OF TEST PASS #OF TEST FAIL Corner 12 Tests 12 Pass Test Fail Perimeter 26 Tests 26 Pass Test Fail Field 38 Tests 38 Pass Test Fail Ridge 13 Tests 13 Pass Test Fail TOTAL 89 Tests 89 Pass Test Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPUFT QUALITY CONTROL TEST.THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY,WITH NO DEVIATIONS.THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS.THIS REPORT IT IS NOT VAUD FOR INSURANCE CLAIMS. g tla"g1 ; d a f `V r L1l Bye LSA,. C A-1 Engineering Inspection Services, Inc 4224 SW 71 Ave Miami,FL 33155 Tel: 305-662-3710 Fax: 786-800-2627 al roofinspection&gmail.com LAB CERTIFICATION#14-1215.04 06/01/16 PERMIT. #RF216272 64 NW 99 ST MIAMI SHORE FL T T T T VT T T T T T T7 TT TT T T T T T T T T T T T T T IP T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T Miami Shores Village , 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 g a G Phone: (305)795-2204 �, s Expiration:0810312016 D� , v. Project Address Parcel Number Applicant 64 NW 99 Street 1131010330060 THOMAS TELESCO JR. Miami Shores, FL . Block: Lot: Owner Information Address Phone cell THOMAS TELESCO JR. 64 NW 99 Street (305)216-6161 MIAMI SHORES FL 33150- 64 NW 99 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 9,040.00 A-1 PROPERTY SERVICES&GROUP (786)419-5041 Total Sq Fit: 1808 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF FLAT AND COLOR THRU TILE BU Inspection Type: YPe: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-2-16-58520 CCF $8.00 02105/2016 Check*8186 $811.26 $0.00 DBPR Fee $4.13 DCA Fee $4.13 Bond*2984 Education Surcharge $2.00 Permit Fee-New Roof $275.00 Scanning Fee $12.00 Technology Fee $8.00 Total: $811.26 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 pians,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 t all the foregoing Information is accurate and that all work will be done in compliance with all applicable laws regulating construction n oning. Futhe re,I authorize the above-named contractor to do the work stated. February 06,2016 Authorized Sig re:Owns 1 Applicant / Contractor / Agent Date Building D artment Copy February 05,2016 ' 1 Miami Shores Village Building Department reo 02NIS 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 _ ' -- Tel:(305)795-2204 Fax:(305)756-8972 BY INSPECTION LINE PHONE NUMBER:(305)762.4949 FBC 20ILI Sob BUILDING Master Permit No. F 16 — 2 ` PERMIT APPLICATION Sub Permit No. [:]BUILDING ❑ELECTRIC (ROOFING REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOBB ADDRPSS: JQ 4 K V4 R S frf MIMI f C�br,N&Q Miami Shores County: Miami DjdQ Zip Folio/Parcel#:_Ll-a 10 1 -,o��J'' 0 0 U® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: tt nn ! OWNER:Name(Fee Simple Titleholder): i gT t t-t6 Phone#:� - / )6 ! b Address.---uWqaq Strtt--t- City: ( i rp-� State: zip: L-301 Tenant/Lessee Name: Phone#. Email: CONTRACTOR::Company Name: A-1 pfzeL &- 'e (I(t- Phone#: Address: t3 ' City: State: 1 Zip: _ Qualifier Name: 1 b Phone#:_ 6) 11"-736 State Certification or Registration M_ 'f5Z ?RCertificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: -State: Zip: Value of Work for this Permit:$ GLLO-. Square/Linear Footage of Work: 15OE5 Type of Work: ❑ Addition ❑ Alteration ❑ New [�Repalr/Replace ❑ Demolition Description of Work:_]f-JeAa3�- &7C- 4nAll- � --to Lf— Specify color of color thru tile: j�j - f,,A,ss►�.--4 Submittal Fee$ Permit Fee$ 2 ®® CCF$ CO/CC$ Scanning Fee$ �Z •!� Radon Fee$ �f/3� /DBPR$_ -e 6 Notary$ Technology Fee$-2f- ® 6 • Training/Education Fee$ _ .2 •d L ' Double Fee$ Structural Reviews$ Bond$ 1500 -_Cy--) . TOTAL FEE NOW DUE$ (ReWftd02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the Job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. < JL:�Ic ;�� Signature Signature' OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The fore ng instrument was acknowledged before me this kat day of iia .20 ILP by 1g_day of _,20 11-0 .by --sV4o.�As d.-ctA-r4-4C- ,who is personally known to who is personally known to me or who has produced 3>-d- 1✓W.- 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: Si Print: W-WPrint: Seal: =EXPIRES: Seal: NIS REY 47325 g MY COMMISSION#FF147325 018 ` OF EXPIRES:August 03,2018 AAAAAAA APPROVED BY Pians Examiner Zoning Structural Review Clerk (RWswW/24/2M4) Property Search Application-Miami-Dade County 1/28/16 3:11 AM IL OFFICL u i tpnuPE"% TYAR"rhwr&RmAlvA3""ER Summary Report Generated On:1/282016 Property Informations Folio: 11-3101-0334X= 64 NW 99 ST Property Address: Mlarni Shores,FL 33150-1741 ` Owner THOMAS J TELESCO JR � wu� Mailing Address 64 NW 99 ST MIAMI,FL 33150 USA Primary Zone 0800 SGL FAMILY-17014900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths i Half 2/2/0 r 4' Floors 1 Living Units 1 Actual Area 1,727 Sq.Ft Living Area 1,182 Sq.Ft AcQusled Area 1,510 Sq.Ft Lot Size 7,650 Sq.Ft Taxable Value Information Year Built 1 20151 20141 2013 County Assessment Information Exemption value $87,2321 $86,540 $85,282 Year 2015 2014 2013 Taxable Value $0 $0 $0 Land Value $124,474 $103,080 $88,720 School Board Building Value $105,096 $102,378 $102,378 Exempfion Value $26,000 $26,000 $28,000 XF Value $0 $0 $0 Taxable Value $61,232 $60,540 $59,262 Market Value $229,570 $205,4681 $171,098 City .Assessed Value $87,232 $86,5401 $85,262 Exemption Value 1 $61,0001 $51,0001 $51,000 Taxable Value $36,2321 $35,U01 $34,262 Benefits Inforrrretlon Benefit Type 2015 RegionalAssessme2014 2013 Exemption Value $51,000 $51,000 $51,000 Save Our Homes Cap Reduction $142,3W$142,338 $118,918 $85,836 Taxable Value $36,232 $35,540 $34,282 Homestead Exemption $25,000 $25,000 $25,000 gales Information Second Homestead Exemption $11,232 $10,540 $9,262 OR 00 Senior Homestead Exemption $50,000 $50, 0 $50,000 Saalle°� Price Book- Qualification Deecdption Long Term Resident Exemption $0 $0 $0 Page Senior I05282015 $290,000 2Qual by exam of deed Widow Exemption $500 $500 $500 3643 1 Civilian Disability lExempflon $500 $500 $500 09-01/1996 $0 00000- Sales which are disqueNed as a result of Note:Not all benefits are applicable to all Taxable Values(i.e.County, 00000 I examination of the deed School Board,City,ReglonaD. http://www.miamidade.gov/propertysearch/*/report/summary Page 1 of 2 y 3 R ' J f Mr-U Its rdrle Building Code Sth Edition(2014) � High-Velocity Hurricane Zane Uniform Permit Application orm.t; ITT � ! Section A(General information)C ! No_ Process No. E Contractor's NameA- ,Fob Address. ,_LIU 1-JW t ROOF CATEGORY 13/tow Slope O Mechanically Fastened Bile MortarlAdheme Set Tiles ! O Asphaltic Shingles C3 Metal Panel/Shingles a Wood Shingles/Shakes ! O Prescriptive BUR-RAS 150 it ROOF TYPE ! O New roof O Repair O Maintenans Reroofing O Recovering ! ROOF SYSTEM INFORMATION � Low Slope Roof Brea(SF)J,ft Steep S'1oped Roof AREA(SSF).ft Total(SF) k*., i� Section B(Roof Plan) ! Sketch Root Plan:Illustrate all levels and sections,roof drains,scuppers,overflow unci Natand ion of verflow drains.include dimer- i) stns of sections and levels.dearly identify dimensions of ei vated pressure zones parapets. ! � t t ' W 0 > T, it c -i 0 G) O I T i yC() . $3 m � -< G •• ••• ! S' t2' n . . . . . . B� F-- m ..' ..' •. .. 1 F-'t0-4 o m � o t--l5-----i � , •• • ... . . . . ... . Ft d�RN)A gulf C)00E:�.> WCDk WilEDI IOM(2014) . . . . . . . . . . . . . . ... . . . ... . . ROOF A991011IRM ADD IOOFTOP OTRUCTUM Horkb ILII Cole ft RdWw(M4) WA Io oompowift som� 4 www� � sI �rAt� SWd GAF �► 54=24 . oQnW N 0 LS&ip tars® 0 4 v os Deft Y" es,1"a R"IIS Peel 4o'Appvw •", P •a..,,�,:. 1 '� - A� 1 B - . N Csmpmmo Ncod ad a Deft APPRodifts 'Ibeaa00YANAWClint tiBYltt , - W M 118 , or Am.kaftm UM&W&ot#W4:4 PLY VER8A8HIsILD S�C RWF HEIGHT.10 Fr. �....w....,.. FAVVEOR`I,P.i 20 GAUGE3X3 GALVANIZEDATTACM P iVMi 14"PAY@V 1414°RtS its.&1 S!E'TWW 1 PLY EVER3UARb TPO FREWO A hwhom em „ TAPERED MIN.1.60 .TAPW-W 180 des I WA PLYV3d! NIA 1 T . ' B89e Pfd ,• 4 bRLL-T6C T s ease ► } Top ; NIA WA 15' Top baukom Faabit NSA �tCK I� &WO.� IWA 8)�etPt� t IWA • eft81e s?& +:sites WA �•�� PrrGMOHF NIA . ycb .fir I 16 'Wo • P •• • so* 00 .• . . . . • . . . • . •• 4190 . • . • . • . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s` Miami shores Village � •a• ~� Building Department Vim "` 10050 N.E.2nd Avenue 1p)p��pA 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: +g I (0 10050 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: .� - .�sco Property Address: u44 *-4 w 9 sr- Roofing Permit Number: Dear Building Official: I —70AC;t�� s "ML C-0 certify that I am not required to retrofit the roof to wall connections of my building because: X The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition ofthe outh Florida Building Code(1994 SFBC) ti`1As .t. i_E S L� Signature Print Name State of Florida County of Dade .•• ••: : : .•. : : ." The undersigned, ging fheJh' t duk gwbrd,depoks and says that he/she is the owner for the abovero p party mentioned. Sworn to and subscribed before me this nda of -Lao-4 7vtlo . 0,0 ••• ••• . ••• y • IVIS REY .. • . . . . . . . . Notary Public, Sate o�'Florida at Lao • •' MVEXCOMMISSION 3,201825 ... . . . . ... . . • When the just valuation�f they tructu�fQr.0i of Ott ren taxation is equal lo or more than$300,000.00,ark the buAding was not constricted with FgC nor a 9994 SFBC.Then you must pl$videabLg 0&ppTication frorae(3�e feral Contractor for the Roof to wan connection Hurricane Mitigation. ••• • • • ••• • • Revised on 5!21009 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. --K 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 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(wail outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. in= jj- A t q co ►1k�1tv 4er/Agent's Sign re Date tractor Signature Date CR4-1 i--AW �i ZT. Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; .. ... . . . . . .. . .. . . . . ... . . 0:0 ... . 00: . .... . . .. . . . .. . . . . •• . . . • . • . • Or 0:0 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . t MIAMPMWE MM MIAMI-DADE COUNTY REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this form.The owner's initials in the designed space indicates that the item has been explained. 1.Aesthetics-workmanship:The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between yythhe--d�owner and the contractor. `LTJ Z. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones)of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) M1 3.Common roofs:Common roofs are those which have no visible delineation between neighboring units(i.e. townhouses, condominiums, etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants and adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance;therefore, roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of maintaining its appearance. M15. Ponding water:The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. fM 6.Overflow scuppers(wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Chanter 15 and 16 herein and the Florida Building Code,Plumbing. t 7.Ventilation: Most roof structures should have some abilityto vent natural airflow through the interior of the g structural assembly(the building itself).The existing amount of attic ventilation shall not be reduced. Exception:Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting, shall not be required. Owner's/Agent's Signature: Date: E] / ( / lip Contractor's Signature: •• �• Permit Number: EF, ... •• • • • ••Property Address: �w G�• ••• . ••• . • . • • . • • • .. . . . . . . . . . . •• . • . • . • . • 12301-197 8/15 • • • • • • • • • • •• •• • ••• •• ••• •• •• •• •• • • t A-1 ENGINNERING INSPECTION SERVICES 7066 SW 44"Street Miami,FL 33155 Tel: 786-398-9179 Fax:786-800-2627 LAB CERTIFICATION#141215.04 February 1, 2016 FASTENER CALCULATIONS Al PROPERTY SERVICES 64 NW 99 ST *HAMI SHORES FL 33150 ALL ROOFING DIMENSIONS WERE PROVIDED BY THE ABOVED ROOFING CONTRACTOR P ` �*4 4 r T.1 A: ••: ••' : : •.• .. .• • . . . .• • . . •. . •. . •• • • • • IW6 SW 4 "o*S$reUW&mi,VL 33155 Tel:786-398-9179 Fax:786-800-2627 • •• •• 000 • •• Y• � r A-1 Engineerini Inspection Services, Inc ! 7066 SW 44 Street Miami,FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofimspection@gmail.com LAB CERTIFICATION# 14-1215.04 February 1, 2016 Fastener Spacing Calculations Contractor: Al PROPERTY SERVICES Job Address: 64 NW 99 ST Miami Shores FI 33150 Roof: Low Slope Building Height: 15' Exposure: C NOA No: 15-0203.24 Roof System Manufacturer: GAF TPO Deck Type:WOOD Base Sheet & Fastener Type: I Mechanically f Fasteners GAF# 14 WITH 3" PLATE Maximum Design Pressure, from the specific. NOA:- 52.5 PSF Minimum Design Pressure for each roof area, from (F.B.0/10): Field -40.05 psf @ 13 FASTENER BOARD 4X4 OK Perimeter -67.20 psf @ 17 FASTENER BOARD 4X4 OK Comer -101.15 psf @ 25 FASTENER BOARD 4X4 OK . .. . . . . ... . . . . . . . . . . . .. ... .. . . . .. . ... ... . ... . :70.6q"4? ST NIIAW FL 33155 OV . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . f A-1 Engineering Inspection Services, Inc 7066 SW 4,r Street Miami,FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofinWction@gmail.com LAB CERTIFICATION#141215.04 ASCE 7-10 Date 2/1/2016 Project No. 2113 Company Name : Al PROPERTY SERVICES Designed By JCM Address : 890 SW 69 AVE Description CALCULATIONS City : MIAMI Customer Name : GEO State : FL Proj Location : 64 NW 99 ST Miami Shores F1 33150 Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = III Exposure Category = C Natural Frequency N/A Flexible Structure No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0 : 12 Slope of Roof(Theta) _ .00 Deg Ht: Mean Roof Ht = 15.00 ft Type of Roof = FLAT RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 15.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge 26.00 ft Bldg Width Across Ridge= 15.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/7.m)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.95 Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structule use;ttq:L s o ef•6ust1 or Gust2 = 0.85 • • • : i i iii �• •• ••• •• • • • •• • • • • • • • •• • • • • • • • • 00 004 0 7066 SW 44-SOW TtUftt FIS 33$55 jel:786-398-9179 Fax:305-485-9011 . . • • . . . . . . . •• •• . . . .. .. ... . . . ... . . A-1 Engineering Inspection Services, Inc 7066 SW 40 Street Miami,FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofms ection@gmail.com LAB CERTIFICATION#14-1215.04 ASCE 7-10 Date : 2/1/2016 Project No. 2113 Company Name : Al PROPERTY SERVICES Designed By JCM Address : 890 SW 69 AVE Description CALCULATIONS City : MIAMI Customer Name GEO State : FL Proj Location 64 NW 99 ST ROOF IIOI I I 1 1 I I �-. shom- 1 I 1 i; 1 4 1 I 15 5 I 2 1 Raps �f `r� bl Gae Roof 0� 7 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.00 ft Description Width Span Area Zone Max Min Max p Min p ft ft ft^2 GCp GCp psf psf •• ••• • • • • • •• FIELD '. �; ! 0• •3 00 • 9.0 1 0.30 -1.00 16.29 -40.05 PERIMETER •• ••• ,D0'.03;0r 9.0 2 0.30 -1.80 16.29 -67.20 CORNER 3.00 3.00 9.0 3 0.30 -2.80 16.29 -101.15 •• • • •o i i • • • • •• • go • • • . 7066 SW 44 Street V*i0*p'y fly-q'33455'tel:786-398-9179 Fax:305-485-9011 . .. .. . . . .. .. ... • • . ••• . . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High-Veloaltyr Hurricane Zone UnItorm PennitAppileation Form. Section Q(Mop SloWW Roof System) Roof System Manufacturer: BORAL ROOFING,LLC Notice of Acceptance Number: 12-0222.02 Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculationl: -39.1 . P2. -68.1 P3: 100.7 e MAXIMUM DESIGN PRESSURE 38.7 Steep Slued Roof System Descripton Deck Type: F 5/8 PLYWOOD Type Underiaymerti: ASTMD 226 TYPE II#30 Roof Slope: 3 12 Insulation: N/A Fire Barrier: N/A 114"M WLS WrrH&8 Ridge Vefttion? Fastener Type&Spacing: z Rows 12"Oc FIEL nN cans s't aPs Adhesive Type: SELF-ADHERED Type Cap Sheet: POLY GLASS TU-PLUS Mean Roof Height: 10' Roof Covering: BARCELONA 900 Type&Size Drip 3X3 GALV.26 GAU E Edge: .. ... . . . • . . •. . . . . ... . ... ... . ... . • . • • • • • 18,34 FLORIDA BUILDING CODERh Edition (2014) --BUILDING • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r f ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High-Velocity Hun kens Zone Unilorm PermE Application Form. Section E(3319 Calculations) For Motaeot basal tiloayawas,choose eidm McMod 1 ort.Comimre the values fwMr whb the vers frau Mf.Ifft Mrvahm are grearm*=or equal to the Mr values,for cash arca of the roof,dwo the We at wbo m metkod to acceptable, Method 1"Momaa Bawd Tde Calwladans Por RAS 127" -39.1 .313 12.23 8.05 4.18 38.7 {Pt: xJ4 ) Mg -Mrl PlodxvtApproval Mt (p2:-68.1x x .313 821.31)_Mg.8.05 a 13.26 �,d,><t Approval Mf 38.7 (P3100.7 x .313 31.51 )-Mr8.05 -MA 23.46 ProdwtApprovelMl 38.7 Method 2"Sitnpi35at Tile Cakuladama Por7Wile Bolos" Required Mom a of Resi==(Mr)From TaWa Bdow ProdW Approval M4 Mr required Moment Resistance• Mears Roof Height a 18' 20' 28' 30' 40' Roof slop 2:12 34.4 30.8 39.2 39.7 ya 3,12 32.2 344 30.0 37.4 39.9 4,12 30x4 32.2 M 38.1 37.3 9,12 29.4 30.1 MA 52.0 34.9 8:i2 28A 29.0 NA 30.8 32.4 7,12 24A 20S 27.1 28.2 30A Must be used in cogdow iom whh a list of moment lased elle systtmte endorsed by the Browmd County Board of Rules and Appeals. For Uplift based We systems use Method 3.Compered the vaWes for F'with the values for Fr.V dw F valtma arm greater than or equal to the Fr vahms, for cob arms of the roof,thea the elle ambmmrc medmd is aweptabta Methad 3"Moment Bawd Tile Calonladons Per RAS 127" (Pi:-x L = x w:-_�-W: x ws 8 .Frt_ Product Approval F (P2:_„x L_- x w:= W.x cos 9 =Fr2_ Product Approval V (P3.-XL_= x w:_ W: x are B_-Ft3 Product Approval F Where to obtain Information Description Symbol Where to flnd Design Premm Pt or P2 at P3 RAS 127lbble t or by an m imeflog wWyds prepared by PH based on AWB 7 Mm Roof Refghl H JobShc Roof Slope 8 Job Sha Aamd Muldplim 2 Pimdttot A Restoring Momettdae to Product Apptnvai Gmvhy Attncdment Resistawe Ihodact Raqubed Mutase Rmiemnce ma Calculated Minimum Adacbment P, Product Approval Res so • • • • • • • • Required Uplift Resistaadb Fel • caisularod• • • • A Tile Wel • •• • • t • Tile DimanAm W l hProduct Approval • vleatcaledwsmusthaimb�nittodlpthebnatdgga tbm lieadan. wift . . . .. . . . . . . . . FLORIDA BUILDINGS CODE 8th Edition 12014)-BUILDING 18.30 ••• • • • ••• • • r � MIAMNI MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv GAF 1 Campus Drive Parsippany,NJ 07054 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: : GAF EverGuard®Freedom""TPO HW,EverGuard Extreme®Freedom""TPO HW and EverGuard®Freedom'TPO with RapidSeam'Technology Single Ply Roofing Systems over Wood Decks. 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 thin gntir a NO A shall be provided to the user by the manufacturer or its distributors and shall be available forJn-%Jct br:aot1 jo�i site at the request of the Building Official. This NOA revises NOA No. L4-04p3.;;gd gftst o tpages 1 through 17. The submitted documentation was reviewed by Jorge L.Acebo. . •.• ..• • .•. . •• • • • • • • ' " ' ' ' • • NOA No.: 15-0203.24 NSE COUt�rrY Expiration Date: 09/15/19 JAPPROVED I Approval Date: 05/14/15 '�' i i i '•' a Page 1 of 17 • • • %4. • • • ••• • • • ••• • • r C ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: Single Ply Roofing Material: TPO Deck Type: Wood Maximum Design Pressure -67.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description EverGuard®Freedom'TPO Various ASTM D6878 Self-adhered thermoplastic olefin with RapidSeamTM TAS 131 reinforced single-ply membrane with Technology self-adhering laps. EverGuard®Freedom'TPO Various ASTM D6878 Self-adhered thermoplastic olefin HW TAS 131 reinforced single-ply membrane with a heat weldable seam. EverGuard Extreme' Various ASTM D6878 Self-adhered thermoplastic olefin Freedom"°TPO HW TAS 131 reinforced single-ply membrane with a heat weldable seam designed for advanced protection against heat aging and UV degradation. GAFGLAS®#75 Base Sheet 39.37" ASTM D4601 A smooth asphaltic base or base/ply (1 meter)Wide sheet reinforced with fiberglass mat. Tri-Ply®#75 Base Sheet 39.37" ASTM D4601 A smooth asphaltic base or base/ply (1 meter)Wide sheet reinforced with fiberglass mat. GAFGLAS®#80 Ultima` 39.37" ASTM D4601 A smooth asphaltic base or base/ply Base Sheet (1 meter)Wide sheet reinforced with fiberglass mat. GAFGLAS®Stratavene 39.37" ASTM D4897 A smooth surfaced asphaltic nailable Eliminator Nailable (1 meter)Wide venting base sheet reinforced with Venting Base Sheet fiberglass mat.Bottom side surfaced with granules. VersaShield®Fire-Resistant 12"x 100'rolls ASTM D226 Non-asphaltic fiberglass-based Roof Deck Protection underlayment and/or fire barrier. StormSafe"'Anchor Sheet 48"wide ASTM D4601 A synthetic anchor sheet manufactured of polypropylene woven fabric coated on both sides with polypropylene. Ruberoid®20 39.37" ASTM D6163 SBS polymer-modified asphalt base (1 meter)WWp • sheet reinforced with a glass fiber • . . . . . . .mut. Ruberoid®Mop Smooth 39.37"..' ..;A%* V1 ZO1?61P.:1%ojP-woven polyester mat coated (1 meter)Wide with SBS polymer-modified asphalt and smooth surfaced. . ... ... . ... . ' .• • • • • • • . NOA No.: 15-0203.24 • • Expiration Date: 09/15/19 iVED COurrrY Approval Date: 05/14/15 "' • • • ••• • • Page 2 of 17 ... . . . ... . . r + Test Product Product Dimensions Specification Description Ruberoid®Mop Smooth 1.5 39.3T' ASTM D6164 Non-woven polyester mat coated (1 meter)Wide with SBS polymer-modified asphalt and smooth surfaced. EverGuard®TPO Coated 4'x 10'sheets Proprietary 24 gauge steel with a 25 mil thick Metal GAF TPO for edge detailing. EverGuard Extreme®TPO 4'x 10'sheets Proprietary 24 gauge steel with a 25 mil thick Coated Metal GAF TPO for edge detailing and designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Cover 6"x 100' Proprietary GAF TPO laminated to white butyl Tape 10"x 100' tape primarily used for edge metal details. EverGuard®TPO Cover 6"x 100' Proprietary Flashing strip manufactured from Tape Heat-Weld? unreinforced GAF TPO laminated to a six inch wide strip,half the strip with a self-adhered side and half the strip with a heat-weldable edge;used for edge metal details. EverGuard Extreme®TPO 6"x 100' Proprietary Flashing strip manufactured from Cover Tape Heat-Weld" unreinforced GAF TPO designed for advanced protection against heat aging and UV degradation. Laminated to a six inch wide strip, half the strip with a self-adhered side and half the strip with a heat- weldable edge;used for edge metal details. EverGuard®TPO Detailing 24"x 50' Proprietary Unreinforced flashing material Membrane manufactured from GAF TPO. EverGuard Extreme®TPO 24"x 50' Proprietary Unreinforced flashing material Detailing Membrane manufactured from GAF TPO designed for advanced protect against heat aging and UV degradation. EverGuard®TPO Flashing Various Proprietary Reinforced flashing membrane Strip manufactured from GAF TPO. EverGuard Extreme®TPO Various Proprietary Reinforced flashing membrane Flashing Strip goo ••• .mamufactured from GAF TPO •. •; ••: :•:designed for advanced protection ••• ..; ••; ••• ; ;agjitlst heat aging and UV degradation. . ... ••• . ••• . . . goo . . . • " 000 • • • • • • NOA No.: 15-0203.24 hpartav�we cou�rnr Expiration Dater 09/15/19 APPROVED! Approval Date: 05/14/15 •:• : : ; ; •;• ; ; Page 3 of 17 ... . . . ••• 0 . Test Product Product Dimensions Specification Descrlption EverGuard®TPO Pourable 9"x 6"x 4"oval Proprietary Pourable sealer pocket is molded Sealer Pocket with 3"base flange with GAF TPO compound to a nominal 70 mil thickness designed for waterproofing irregular shaped roof penetrations. EverGuard Extreme®TPO 9"x 6"x 4" oval Proprietary Pourable sealer pocket is molded Pourable Sealer Pocket with 3"base flange from GAF TPO designed for advanced protection against heat .aging and UV degradation compounded to a nominal 70 mil thickness designed for waterproofing irregular shaped roof penetrations. EverGuard®TPO RTA 6"x 100'roll Proprietary Reinforced GAF TPO membrane (Roof Transition Anchor) with pressure sensitive adhesive Strip- primarily used to secure membrane transitions from the field to vertical surfaces. EverGuard®TPO Split Pipe 119-291 Proprietary Reinforced GAF TPO membrane Boot 3't-599 split to accommodate most common 6"-8" pipes and conduits. EverGuard Extreme®TPO 191-211 Proprietary Reinforced GAF TPO designed for Split Pipe Boot 311-5" advanced protection against heat 611-811 aging and UV degradation split to accommodate most common pipes and conduits. EverGuard®TPO Square 4"x 4" Proprietary Reinforced GAF TPO with split , Tube Wrap 4"x 6" design overlap to be wrapped around 6"x 6" square or rectangular tubing. EverGuard Extreme® TPO 4"x 4" Proprietary Reinforced GAF TPO designed for Square Tube Wrap 4"x 6" advanced protection against heat 6"x 6" aging and UV degradation with split design overlap to be wrapped around square or rectangular tubing. EverGuard®TPO Corner Various Proprietary Corners fabricated from reinforced Curb Wrap GAF TPO. EverGuard Extreme®TPO Various Proprietary Corners fabricated from reinforced Corner Curb Wrap GAF TPO designed for advanced protection against heat aging and UV degradation. .. ... . . . . . .. EverGuard®TPO Scupper 4"x 6"x =2" F14p ftq ;S&upper manufactured from coated 8"x 10"x 1922" •: : : : : :':and#1 and unreinforced GAF TPO. EverGuard®TPO T-Joint 100 patches per box Proprietary T-Joint patch manufactured from Cover Patch �unreinforced GAF TPO. • • • • NOA No.: 15-0203.24 hgAMi5DADE COUNTY Expiration Date: 09/15/19 ••• Approval Date: 05/14/15 �: : : : : ';• Page 4 of 17 ... 0 0 0 •.• 0 . T I Test Product Product Dimensions Specification Description EverGuard Extreme®TPO 100 patches per box Proprietary T-Joint patch manufactured from T-Joint Cover Patch unreinforced GAF TPO designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Vent 2 vents per carton Proprietary Vent manufactured from reinforced GAF TPO membrane and galvanized steel. EverGuard®TPO T-Top 4"or 6" Proprietary Vent manufactured from reinforced Vent GAF TPO membrane and galvanized steel. EverGuard®TPO Walkway Rolls 14"x 30"x 50' Proprietary Standard duty TPO walkway rolls. Rolls EverGuard®TPO Inside 6"x 6"x 5%4" Proprietary Inside corner manufactured from Corner unreinforced GAF TPO, EverGuard Extreme®TPO 6"x 6"x 5%4" Proprietary Inside corner manufactured from Inside Corner unreinforced GAF TPO designed for advanced protection against heat aging and UV degradation. EverGuard®TPO Vent Boot 1"-6"o.d. Proprietary Vent pipe boot molded from GAF 6 pcs.crtn. TPO and supplied with stainless steel clamping rings. EverGuard Extreme®TPO V-6"o.d. Proprietary Vent pipe boot molded from GAF Vent Boot 6 pcs.crtn. TPO designed for advanced protection against heat aging and UV degradation and supplied with stainless steel clamping rings. EverGuard®TPO Universal Various Proprietary Universal corners manufactured Corners from GAF TPO that are heat seamable and designed to accommodate both inside and outside corners of base and curb flashings manufactured from GAF TPO. EverGuard Extreme®TPO Various Proprietary Universal corners manufactured Universal Corners from GAF TPO that are heat seamable and designed to accommodate both inside and outside corners of base and curb : 0 0 flashings manufactured from GAF • •'I�'d designed for advanced •. ': : : : :•;prdVction against heat aging and UV .. ... .. . . . dt1radation. . ... ... . ... . . . . . . . • " ' • • . • • • • NOA No.: 15-0203.24 MIAMM ADE COUNTY Expiration Date: 09/15/19 •••. Approval Date: 05/14/15 �' ' ' ' • ••• . • Page 5 of 17 . . ... . . . ... . 0 Test Product Product Dimensions Specification Description EverGuard®TPO Expansion Various Proprietary Low profile joint cover Joint Cover manufactured from reinforced GAF TPO. EverGuard®TPO Cut Edge 1 quart squeeze tube Proprietary Clear solvent based sealant for TPO Sealant cut edges. EverGuard®TPO Drain Various Proprietary Spun aluminum drain pre-flashed with non-reinforced GAF TPO. EverGuard®TPO Seam 1 gallon Proprietary Solvent based seam cleaner. Cleaner EverGuard®TPO Standing 6" Proprietary A white butyl tape. Seam Tape EverGuard®TPO Batten 10' length Proprietary Accessory applied over GAF TPO Seam Profile 1 %2"base roofing system to simulate a standing 1 ''/a"vertical rib seam metal roof. EverGuard®TPO Standing 10' length Proprietary Accessory applied over GAF TPO Seam Profile 1 %2"base' roofing systems to simulate a 1 W'vertical rib standing seam metal roof. EverGuardO TPO Fluted 8"diameter nominal Proprietary Flashing for outside corners of base Corner .05"non-reinforced and curb flashing manufactured from non-reinforced GAF TPO. EverGuard Extreme®TPO 8" diameter nominal Proprietary Flashing for outside corners of base Fluted Corner .05"non-reinforced and curb flashing manufactured from non-reinforced from GAF TPO designed for advanced protection against heat aging and UV degradation. Topcoat®Membrane 1,5 or 55 gallons ASTM D6083 Acrylic,water based elastomeric membrane system designed to protect various types of roof surfaces. Topcoat®TPO Red Primer 1 gallon Proprietary Tinted primer used on TPO to improve adhesion of Topcoat® coatings. TopCoae FireOut'Fire 5 or 55 gallons Proprietary Low VOC,water-based fire barrier Barrier Coating coating. . .. . . . . ... . . ... ... . ... . . .. . . . . . .. . . . • •' ' • • • • • • • NOA No.: 15-0203.24 M AMMADE COUNTY Expiration Date: 09/15/19 •• Approval Date: 05/14/15 •i• i i i i •i• i Page 6of17 } t APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard'Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard'"RA Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard7 RH Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuardT*RN Polyiso Polyisocyanurate foam insulation GAF Insulation EnergyGuard`"Perlite Roof Perlite insulation board GAF Insulation DensDeck®Roof Board Gypsum board Georgia Pacific Gypsum LLC Securock®Gypsum-Fiber Roof Gypsum board United States Gypsum Board Corporation Securock®Glass-Mat Roof Board Gypsum board United States Gypsum Corporation .. •.• . . . . . .. . •. . . . . ... . 0:0 00: . . . . .• ... . . .• . . . .. . ' " '0• ' • •0• •0• NOA No.: 15-0203.24 hw4Mtwe cour�r�r Expiration Date: 09/15/19 APPROVED1 Approval Date: 05/14/15 ':' : i i i 'i' i i Page 7 of 17 • • • • • • • • • • •• •• ••• ..• 008 •• •••• ••• •• • i r APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Drill-Tec '#12 Fasteners Phillips head,modified #12 x 8"max. GAF buttress thread,pinch point, length,#3 Phillips carbon steel fastener for use head in steel or wood decks.With CR-10 coating.Available with a pinch point or drill point. 2. Drill-Tec '#14 Fasteners Truss head,self-drilling, #14 x 16"max. GAF pinch point,high thread length,#3 Phillips fastener for use in steel,wood head or concrete decks. 3. Drill-Tec"°3" Standard Galvalume®coated steel 3"Round GAF Steel Plate stress plate for use with approved Drill-Tec"° fasteners. 4. Drill-Tec"°3"Ribbed Round Galvalume®plated 3"Round GAF Galvalume®Plate(Flat) steel stress plate with reinforcing ribs for use with Drill-Tec"°fasteners. 5. Drill-Ted"AccuTrac® Galvalume®steel plate with 3"square; .017" GAF Recessed Plate recess for use with Drill-Ted'° thick fasteners. 6. Drill-Ted'°ASAP 3S Drill-Tec '#12 Fastener with See components GAF Drill-Tec"`3" Standard Steel Plate. 7. Annular Ring Shank Nails 12 gage,annular ring shank Nail:Min.l-1/4" Generic &Tin Caps nails with 32 gage galvanized length Miami-Dade corrosion resistant stress Tin Caps:Min. Approved plate. 1-5/8"Dia. • •• . . • . . . • . . • . . 009 ..• . . .• • . . .• • • . • . • . • • ' • • ' • • • • NOA No.: 15-0203.24 t�uaMwAoe courir�r Expiration Date: 09/15/19 •• • Approval Date: 05/14/15 • • + i • Page 8 of 17 • • • • • • • • • • • •• •• 600 • •• •• i t EVIDENCE SUBMITTED: Test Azency/Identifier Name Report Date UL LLC R10689 UL 790 03/14/13 R1306 UL 790 05/22/13 Factory Mutual Research Corp. FM 4470 3B9Q1.AM 01/08/98 FM 4470 3020588 03/24/04 3032811 12/11/08 3041535 06/08/11 3036980 08/14/14 IRT-ARGON TAS 114 02-005 01/18/01 TAS 114 04025 07/13/04 Exterior Research and Design,LLC TAS 114 02762.03.05 03/20/05 TAS 114 01515.02.06 02/08/06 PRI Construction Technologies LLC ASTM D6878/TAS 131 GAF-426-02-01 01/27/14 ASTM D6878/TAS 131 GAF-423-02-01 01/27/14 ASTM D6878/TAS 131 GAF-501-02-01 01/27/14 ASTM D1970 GAF-343-02-01 04/23/12 ASTM D1970 GAF-34402-01 04/23/12 ASTM D1970 GAF-275-02-01 11/11/10 TAS 114 GAF-435-02-08 01/29/14 TAS 114 GAF-435-02-07 01/29/14 ASTM D6083 GAF-065-02-01 07/08/05 ASTM D6083 GAF-082-02-01 06/10/10 ASTM D1289 GAF-369-02-01 10/22/12 ASTM D2178 GAF-315-02-01 08/23/11 ASTM D2178 GAF-31402-01 08/23/11 ASTM D6083 GAF-08402-01 05/09/06 ASTM D6083 GAF-499-02-01 03/12/14 TAS 114 GAF-369-02-04 10/23/12 ASTM 6083 GAF-276-02-OIREV 01/04/11 ASTM D226 GAF-270-02-02 11/15/10 TAS 114 GAF-514-02-07 05/12/14 TAS 114 GAF-514-02-03 05/12/14 TAS 114 GAF-514-02-04 05/12/14 TAS 114 GAF-514-02-05 05/12/14 TAS 114 GAF-514-02-02 05/12/14 Trinity ERD ASTM D4601 G121110.12.08 12/02/08 ASTM D6163 G43180.01.14-1 01/10/14 ASTM D6164 G31360.03.10 03/31/10 Momentum Technologies,Int. .. •.ASTM D60U . .. EX 14A3A 02/26/04 . .. . . . . ... . •• ••• •• • • • •• • ••• ••• • ••• • ••• V ••. ••• ••• .•• NOA No.:15-0203.24 hpAM4DADE COUNTY Expiration Date: 09/15/19 • • Approval Date: 05/14/15 _IAPPR • • • • • . . • Page 9 of 17 • • • . • . • . . • ••• . • • ••• . • 1 Y Membrane Type: TPO Deck Type 1I: Wood,Insulated Deck Description: Min. 19/32"thick CDX plywood secured 6"o.c.with 8d ring shank nails to supports spaced maximum 24"o.c. System Type C: Insulation mechanically attached;membrane adhered to insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. Fire Barrier: Min. '/4"thick DensDeck®Roof Board, Securock®Gypsum-Fiber Roof Board (Optional) or Securock®Glass-Mat Roof Board;min.0.75"thick EnergyGuard'Perlite Roof Insulation thick preliminary fastened to deck with 4 fasteners per board or VersaShield®Fire-Resistant Roof Deck Protection or Topcoat FireOut' Fire Barrier Coating applied per manufacturer instructions. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuarC Polyiso Insulation,EnergyGuard'RA Polyiso Insulation,EnergyGuard'RH Polyiso Insulation,EnergyGuard"RN Polyiso Insulation Minimum 1.5"thick 1,3,5,6 1:1.3 fta Note: All layers of insulation shall be simultaneously fastened through the optional fire barrier(when present)into the wood deck;see insulation layer above for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Membrane: EverGuard®Freedom'TPO with RapidSeam7 Technology adhered to insulation with a minimum 6"side lap fully self-adhered and rolled with a weighted roller. Or EverGuard®Freedom"'TPO HW or EverGuard Extreme®Freedom'"TPO HW adhered to insulation and rolled with a weighted roller. The 3"side laps are sealed with a 1.5"wide heat weld for automatic machine welding. Weld width shall be a minimum 2"width for hand welding. Surfacing: Chosen components must be applied in accordance with manufacturer's (Optional) application instructions. Any coating listed below used as a surfacing must be listed within a current NOA. 1. EverGuard®TPO Batten Seam Profile or EverGuard®TPO Standing Seam Profile installed in accordance with manufacturer's specifications and applicable Building Codes. 2. Topcoat®Membrane ap$lied at 1 to 15 ./�q.� 3. Topcoat®TPO Red Prim*r apv1:Aa 0.��&d:9j.pAer to applying Topcoat® Membrane. 96 Maximum Design Pressure: -52.5 psf.(See.Gen8{al LimlftioOV) •.• • . . . .. . . . .. . . . . . . . . 069 :0 ... ... ... '.• NOA No.: 15-0203.24 MIAMF MDE COUNTY Expiration Date: 09/15/19 • Approval Date: 05/14/15 Page 11 of 17 V WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4,Tri-Ply®Ply 4 and GAFGLAS®FlexPly'6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,panel size shall be 4'x 4'maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12"diameter circles,24"o.c.;or strip mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required,as determined by the Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137.Calculations prepared, signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant(When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter nailers,metal profile,and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e. field,perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and corners). (When this limitation is specificgllyr.%ferr�d within this NOA,General Limitation#7 will not be applicable.) • • • • • 10. All products listed herein shall hate a g4a4V.a*u;atWaud1Y in accordance with the Florida Building Code and Rule 61 G20 3 of thellolfda Ademrstf'ative Code. END OF THIS ACCEPTANCE . . ... ... . ... . . . . . . . . .. . . . . . . . . . 000 0• :0 ..o ... ... ... NOA No.: 15-0203.24 C=U=NTYJ Expiration Date: 09/15/19 Approval Date: 05/14/15 • • . . . . . . . Page 17 of 17 . .. .. . . . .. .. ... . . . ... . 0 1t YUA1403 -Kooting Systems Page 35 of48 f M Slip Sheet:—Three plies"VersaShleld®FB-IS",mechanically fastened. Insulation:—"EnergyGuardTM"or"EnergyGuard"Ultra"or"EnergyGuart"RA"or"EnergyGuard"RN"or "EnergyGuardTM RH",any thickness or any classified wood fiber board,mechanically fastened. Membrane:—"EverGuard®TPO"45-mil to 80-mil or"EverGuard®Extreme'"TPO"50-mil to 80-mil,mechanically fastened. 10.Deck:C-15/32 Incline:1/2 Slip Sheet:—'ileo plies"VersaShield@ FB-1S",mechanically fastened. Insulation:—"EnergyGuard""or"EnergyGuardTM RF"or"EnergyGuard"Ultra"or"EnergyGuardTM RA"or "EnergyGuardTM RN"or"EnergyGuard"RH",any thickness or any classified wood fiber board,mechanically fastened. Membrane:—"EverGuard®TPO"45-mil to 80-mil or"EverGuard®Extreme"TPO"50-mit to 80-mil,mechanically fastened. 11.Deck:C-15/32 Incline:3/4 Slip Sheet:—Two plies"VersaShield@ FB-1S",mechanically fastened. Insulation:—"EnergyGuardTM"or"EnergyGuardTM Ultra"or"EnergyGuard7"RA"or"EnergyGuardTM RN"or "EnergyGuardTM RH",any thickness or any classified wood fiber board,mechanically fastened. Membrane:—"EverGuard®TPO"45-mit to 80-mit or"EverGuardp ExtremeTM TPO"50-mil to 80-mil,mechanically fastened. 12.Deck:NC Incline:5 Membrane:—"EverGuard®Steep Slope TPO"or"EverGuard®TPO Metallic,"45,60 or 80-mil mechanically fastened. 13.Decca C-15/32 Incline:2 Slip Sheet:—One or more plies"VersaShield Solo Fire Resistant Slipsheet". Insulation:—Any UL Classified,any thickness mechanically fastened(except EPS). Membrane:—Any UL Classified(membrane must be currently Classified for use over the insulation used.Actual Incline Is determined by the existing membrane/insulation Classification,but cannot exceed 2:12). 14.Deck:C-15/32 Incline:Unlimited Slip Sheet:—One or more plies"VersaShield Solo Fire Resistant SlIpsheet. Insulation(Optional):—Any UL Classified,any thickness(except EPS and wood fiberboard). Membrane:—Any UL Classified(membrane must be currently Classified for use over the insulation used.Actual Incline Is determined by the existing membrane/insulation Classification). 15.Deck:NC Incline:2 Insulation.—Polystyrene,EPS or beadboard,any thickness. Slip Sheeti—One ply"VersaShieid Soto Fire Resistant Slipsheet"or"VersaShield Underiayment". Membrane:—Any VL Classified(membrane must be currently Classified for use over the insulation used.Actual Incline Is determined by the existing membrane/Insulation Classification). 16.Deck:C-15/32 Incline:Unlimited Insulation(Optional):—Fiberglass,polyisocyanurate,peNite or wood fiber,any thickness mechanically fastened or adhered with any UL Classified Insulation adhesive. Barrier Board:—Minimum'A-In.thick Georgia-Pacific Gypsum LLC"DensDeck®Roofboard"or"DensDeck Prime® Roofboard"or"DensDeck DuraGuard*"Roofboard"mechanically fastened with all butt joints staggered a minimum of 6-in.from the plywood deck butt joints. Membrane:—"EverGuard®Steep Slope TPO"or"EverGuard®TPO Metallic,"45,60 or 80-mil mechanically fastened. 17.Deck:C-15/32 Incline:3 Insulation(Optional):—Fiberglass,polyisocyanurate,perlite or wood fiber,any thickness mechanically fastened or adhered with any UL Classified insulation adhesive. Barrier Board:—Minimum 1/4-In.thick United States Gypsum Co."SECUROCK®Roof Board"(Type FRX-G)"or "SECUROCK®Glass-Mat Roof Board"(Type SGMRX)mechanically fastened with all butt joints staggered a minimum of 6-in.from the plywood deck butt joints. Membrane:—"EverGuard@ TPO Metallic,"45,60 or 80-mil mechanically fastened. 18.Deck.NC Incline:2 Membrane:—"EverGuardO TPO FB Ultra"45-mil to 80-mil or"EverGuard®ExtremeTM TPO FB Ultra"50-mil to 80-mil, mechanically fastened. 00:66; ia B-Mechaskically Fastened • •• • • • • ••• • 1.Deck:NC ••• ••i •.y nd iffla:lnl inft • Membrane:—"EverGuard®TPO"45-mil to 60-mil or"EverGuard®ExtremeTM TPO"50-mll to 60-mil,mechanically fastened. 2.Deck:C-15/32 i i i •114111-1/2 •• i i •• • • • • • • • • • Slip Sheet:—One or m* pile;of Atlas c�flng torp.'%-%VP,mechanically fastened. Membrane:—"EverGuard®TPO"45-mil to 80-mil or"EverGuard®Extreme""TPO"50-mil to 80-mil,mechanically fastened. ••• • • • • ••• • • • •• •• • • • •• •• http://database.ul.com/cgi-bhVXYV/template/LISEXT/l FRAME/showpage.html?name=T... 3/31/2015 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/cera 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product 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: Barcelona 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 NOS•shalt teprpvLde�tp t ie user by the manufacturer or its distributors and shall be available for inspection at the job Ute at4e r84u*tbf 4 EPWIding Official. This renews and revises NOA#07-0220.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. . . • ..• • ••• • • • • • • • • • NOA No.: 12-0222.02 JAPPROVED'COUNTY • • • • ••• ••• Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 1 of 7 • •• •• • • • •• •• ••• • • • ••• • • ROOFING ASSEMBLY APPROVAL Category. Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 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 Barcelona 900 1= 17" TAS 112 High profile,interlocking,one-piece,'S' w= 13" shaped,high-pressure extruded concrete roof %2"thick tile equipped with three nail holes. For direct deck or battened nail-on,mechanically fastened,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 file profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Revort Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs.smooth shank nails Redland Technologies •�. •Ut&r bate&A** I • Wind Tunnel Testing Aug. 1994 19§4 TAS 108(Nail-On) . ... ... . ... . •• ; ; .' ; : NOA No.: 12-0222.02 MIAMFDADE COUNTY •• • • • • • • • • • � � • •• • • • . . . . . Expiration Date: 04/26/17 JAPPR •• • • • ' ' Approval Date: 04/19/12 Page 2 of 7 . . . . . . . . . . ... . . . ... . . e Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Professional Service Industries, IC-1320-94 Physical Properties Feb. 1995 Inc TAS 112 The Center for Applied 25-7688-3 TAS 101 (Adhesive Set) June 1996 Engineering,Inc. 25-7688-10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25-7688-5 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (3"Headlap,Nails,Direct Deck,New Construction) The Center for Applied 25-7688-4 Static Uplift Testing June 1996 Engineering,Inc. TAS 102 (4"Headlap,Nails,Clips) Celotex Corporation 520111-3 Static Uplift Testing Dec. 1998 Testing Services 520191-2-1 TAS 101 March 1999 Walker Engineering,Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering,Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 .. ... . . . . . .. . • •• . . . . . • . • . • Soo ... .. . . . .. • •• •• • • • • '•' NOA No.: 12-0222.02 • MWM C • • • • • • • • • •• •• � � � � 0 . . • Expiration Date: 04/26/17 ` O D .. • • • ' ' Approval Date: 04/19/12 Page 3 of 7 0 009 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 Barcelona 900 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(VI)and Dimensions (1 x w) Tile Profile Weight-W(lbf) Length-1 (ft) Width w(ft) Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers-X(fe) Tile ;L(ft ) ;L(W) Profile Batten Application Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity-Mg(ft-lbf) Tile 2"•12" 3"•12" 4"•12" 6"•12" 6"•12" 7"•12" or Profile greater Barcelona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7.78 6.79 7.61 6.61 7.40 .. ... •• . . . •. . ••• ••• . ••• . • • • • . . • • • NOA No.: 12-0222.02 MuuH�C� •• • • • • • • • • • Expiration Date: 04/26/17 •' ' • • • Approval Date: 04/19/12 Page 4 of 7 Or • • • • ••• • • ••• • • • ••• • • 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. 19132" plywood) plywood) Barcelona 900 2-10d Ring Shank Nails 28.6 41.2 19.4 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 248 Screws 43.2 43.2 29.8 1-10d Smooth or Screw Shank Nail 23.1 23.1 19.0 Field Clip) 1-10d Smooth or Screw Shank Nail 29.3 29.3 24.0 Eave Clip) 2-10d Smooth or Screw Shank Nails 27.6 27.6 38.6 Field Clip) 2-10d Smooth or Screw Shank Nails 38.1 38.1 41.8 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product Inc.Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 Polyfoam Pol ProTm 66.5 Polyfoam Pol ProTm 38.7 3 Large paddy placement of 63 rams of Pol ProTA°. 4 Medium paddy placement of 24 rams of Pol ProTm. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Barcelona 900 0 s . . . . &Avner Set 24.5 5. Tile-Tite Roof Tile Mortar • •• • • • • ••• • of 000 00 e 0 0 00 • ... .y;^ • ... f ' ' ' ' ' ' • 0 0 NOA No.: 12-0222.02 VI L 13 8lADE C ••0 • • •• • • • •• ' Expiration Date: 04/26/17 ' ' • • Approval Date: 04/19/12 Page 5 of 7 • . . ... . . . .. .. 000 . .. .. 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". LABEL FOR BARCELONA 900 TILE(LAKE WALES FL PLANT 2) 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. .. ... . . . . . .. . .. . . . . ... . • . • . • . . • .. ... .. . . . .. . ... ... . ... . • • • • • • • • • NOA No.: 12-0222.02 MIAMWADECOUNTY ��. �. .�. .�. •�. .�. Expiration Date: 04/26/17 ::]APPROVED! Approval Date: 04/19/12 Page 6 of 7 PROFILE DRAWING NAIL HOLES OVERLOCK 3 5/8 .q H y 17 ,. 8 ti�ti 13" 9,. UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. . . .. ... .. . . . .. . .•• ••. . ... . 00:: : : : : : NOA No.: 12-0222.02 MiAhiwAue courmr **9 *00 •*. .0. .0. Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 MU%M 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.aov/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 A1-1J(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 the request of the Building Official. .. ..• . . • . • .• This revises NOA#12-0713.02 and consists otbagdgl:h>pug 9!• The submitted documentation was revieWd by0k14.*Fitp?a.: +.• ••• �• ` •• ••• `•` NOA No.: 140717.08 MLet MbDND'Cffil Expiration Date: 09/13/16 Approval Date: 01/22/15 • • • • • • + • Page 1 of 9 ROOFING COMPONENT APPROVAL Cateeory 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 3'33/8" membrane,glass fiber reinforced with polyolefinic #2 60 mils thick film on the upper surface for use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing Manufacturing Location 65'8"x 3'33/$" 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 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 waterproofing membrane, Manufacturing Location 32'109'x 3'33/s" D 1970 glass-fiber/polyester reinforced,with a granular #2 130 mils thick surface designed for use as a tile roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3933/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass- ManufacturingLocation 61'x 3'3'P': .'p;19'0.•• fiber/polyester reinforced waterproofing #2 60 miNthick: o o: %: 0* • membrane. Designed as a metal roofing and roof •0 0 ••• 0•: . . ..0 the underlayment. . ... ... . ... . . .. . . . . . . . . .. • . . . . NOA No.: 140717.08 MaQAo� Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 2 of 9 . .. .. . . . .. .. PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced,SBS modified bitumen 32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: 1.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Reyort Date Trinity ERD . P10870.09.08-RI 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 10/03/14 P44360.10.14 TAS 103&TAS 110 10/07/14 P43290.10.14 ASTM D 1970&TAS 110 10/17/14 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 •• ••• p7123p811 ••TAS 103/ASTM D4798&G155 02/18/10 =:IZ/C TAS 103/ASTM D4798&G155 02/18/10 .. ... .. . . . .. . ••• ••• . ••• . • . • • . • • • .. . . . . . . . . . . •• . • 000 • 000 . . •• • • NOA No.: 14-0717.08 Expiration Date: 09/13/16 MIAMbDADE COUNTY Approval Date: 01/22/15 •i• i i i i •i• i i Page 3of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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 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) 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 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) 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. .. ... . . . . . .. . • • . . .. . . . . %: . .. . . . . . . . . .. ... .. . . . .. . ... ... . ... . .. . . . . . . . . . ••• :• •.• ••• •.• ••• NOANo.: 14-0717.08 Expiration Date: 09/13/16 JAPPRN Approval Date: 01/22/15 ••• • • • • ••• • • • • • • • . • . Page 4 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e . 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-%i"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 file systems. Elastoflex S6 G may be used in roof rile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth,clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations(days) MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus S6 G Winter Haven, 180 90 -40• 189 ..180 180 180 90 180 FL. • • • • • . • • Hazelton,PA. N/A 90 • • • •• • /A N/A N/A N/A N/A •• ••• •• Ls • • •• 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 Adlnirtiistrative,Cpde. ... .. . • . . . . . . . NOA No.: 14-0717.08 . .. . . . . . . . . rMICOUNTY •• • • • • • Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 5of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s . & In roof tile application,data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance.Polystick TU Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set tile applications. 9a. The maximum roof slope for use as roof tile underlayment for(direct-to-deck)tile assemblies shall be as follows:(See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P,Tile Pro, Max Plus' Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all.times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 J/Slope ey�7y,!v Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ••• . . • . . •• •. . . . . • •. •• • • . • . ... •• ••• •• • • • •• . ••• ••• • ••• . • . • • • • • • . •• • • . • . • • • •• • . • . • NOA No.: 14-0717.08 IMADECou R Expiration Date: 09/13/16 Approval Date: 01/22/15 • • • • . • • • Page 6 of 9 • • • •••• • • • • • • • • • • • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment.Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles {6 Max Per Stadc) m 12 0 6 � V1 ,' C4 ' y N, ��t � t 'tr� K � 11. .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. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1.This Notice of Acceptance. 2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. .. .... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .. . . . . . . . . . ••• 0• �•• �•• � � • • •� NOANo.: 140717.08 �iDE COua`rrY Expiration Date: 09/13/16 Approval Date: 01/22/15 • • • • • • • • Page 7 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls,with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type,applied with a minimum 1"metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions,at a minimum rate of 12"o.c. Polystick TU Plus should be back nailed in designated area marked"nail area,area para clavar"on the face of membrane,with the above stated nails and/or disks.The head lap membrane is to cover the area being back- nailed.(Please refer to applicable local building codes prior to installation.) 3. All seal lap seams(selvage laps)must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric;and granule over granule end laps,shall have a 6"wide,uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement,Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement,Polyglass PG500 MB Flashing Cement,applied in between the application of the lap.The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the file 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'/a"/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. 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. .• ••• . . . . . .. . . . .. . . . . . • .. ... .. . . . .. . ••• ... . ••• . • . • • . • • •• • • • • • • • • •• • • • • • NOA No.: 140717.08 MDQ Coutr7Y Expiration Date: 09/13/16 Approval Date: 01/22/15 • • • • • • • • Page 8 of 9 • :000: • • • • • • . 1 . 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association(NBCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE •• ••• • • • • • •• •• •.• •• • • • •• +• • • • • • • • • • NOA No.: 14-0717.08 MIAMFM COUNTY •• • • • • • Expiration Date: 09/13/16 Approval Date: 01/22/15 • • • + • • • . Page 9 of 9 0 + • ••• • + f t MIAMI-DADE COUNTY MIAHWA 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.eovL/econom% 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 at the request of the Building Official. This NOA revises NOA 130502.02 and consists ofeaag'as l Ih$ott�h'1 t. The submitted documentation was reviewed byAJe6a1'Ing bra*•e •�. •• ... • • • NOA No.: 14-0805.01 MIAM4DADE C� ••• • i i • i•• Expiration Date: 05/10/17 JAPPROV • • • • • • Approval Date:09/04/14 Page 1 of 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • • i ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3Mrm 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 N/A Dispensing Equipment RTF1000 ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list 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: Prove Test Results Density ASTM D 1622 1.6 lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./FV Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @I58°F., 100%Humidity,2 •• ... . . Wyk; . .. Closed Cell Content ASTM D 2826'4 S6fo: : Note: The physical properties listed above are}wesen&d'ae tyW1aCa4er#values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. CMsee 9:0 "' ' ••' 000 NOA No.:14-0805.01 MLWAM*HDADEff=*M ••: : : . : : Expiration Date: 05/10/17 •.� :' '•' '.' '.' •.• Approval Date:09/04/14 Page 2 of 11 ••• • • • • ••• • • • . . • • • • • • • + s EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp.Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 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. 3M7 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 Code. .. . . . . ••• . .. ... .. . . . .. . ... ... . ... . • • • . . • . • NOA No.: 14-0805.01 CHDADEExpiration Date: 05/10/17 ••• • ••' 96* '•' '•' Approval Date:09/04/14 Page 3 of 11 • t r z INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH- 160. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company.3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be maintained between 1.0-1.1S(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 1 to 2 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. .. ... . . . . . .. . .• • . . . .. . . • • ... go • . • . • .. ... .. . . . .. •0• OV ••: ••• ••i .•• NOA No.: 14-0805.01 MIAMI•DADE COUNTY '.; ; . .• ; ; •• ; ; Expiration Date: 05/10/17 ••• : •. o.• '•• ••' Approval Date:09/04/14 Page 4 of 11 • • • • • • • • • • Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Grain- Area ramArea 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) 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. MIAMI•DAM C BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .. ... . . . . . .. . .• • . . • • . .. . . ... go • . • . • • . • .. ... .. . . . .. . ... ... . .. . • • • • • • : . • NOA No.: 14-0805.01 MIAMMADE COUNTY ••: i • •• i i • •• : : Expiration Date: 05/10/17 RINNe",491 ••• •• ••• ••• ••• ••• Approval Date:09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL# 1 eon r aea,�ma Flat/Low Profile Tile y :s�a 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 w u. of the tile being set. 2. Continue in same manner.Insure approximately 17 01 (109.7 cm)—23(148.4 cm2)square inch adhesive contact with the underside of the tile. q r.� Medium]Profile/ Double Pan Tile Noll dreoOc cement 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. 2. Continue in same manner.Insure approximately 17 I (109.7 cm2)—23 (148.4 cm)square inch adhesive contact with the underside of the tile. w bW CkW M erpwgey uto► High Profile/Single Pan Tile QoA�onr•4e9ned6 .��, 0 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. 2. Continue in same manner.Insure approximately 17 (109.7 cm2)—23(148.4 cm2)square inch adhesive f contact with the underside of the tile. CWHe.. . . . . • . . • 00 • •• . . • • . 10 hr bi. •i ••i ••• i i ••• • • • • • • • • • NOA No.: 14-0805.01 MIAIMI DARE COUNTY ••• • • •• • • • •• i i Expiration Date: 05/10/17 ..• • •• • • • • • • • • Approval Date:09/04/14 Page 6 of 11 ••• • • • • ••• • • • ••• ••• ••• • •• •• ••• ••• • • s ADHESIVE PLACEMENT DETAIL#2 eft"WOMAT&I Flat/Low Profile Tile Oubm + 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 ri•. the tile being set.Insure approximately 17(109.7 cm) 4 —23(148.4 cm)square inch adhesive contact with the --`' underside of the tile. a 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 cm)square inch adhesive contact with the underside of the tile. uh Medium Profile/Double Pan Tile y4ar 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 cm)— ' aim +i, 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 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the r underlayment positioned as shown under the pan F 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) so 00:• .. . • • . ••. • . • • ••• • ••• . ' ' •' • • • • • • NOA No.:14-0805.01 c �COu1V iY ' ' f • Expiration Date: 05/10/17 � " • ' ' • Approval Date:09/04/14 Page 7 of 11 OV ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL#2(CONTINUED) 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 cm)— z h, -,, -R 23 (148.4 cm)square inch adhesive contact with the Alm underside of the tile. 2. At the second course,apply a minimum 2"(50.8mm) Wo x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner.Insure approximately 17" (109.7 cmZ)- 19(122.6 cm)square inch adhesive contact with the underside of the tile. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . ... . � • • • • • • • • • NOA No.: 14-0805.01 ��''!`�E COW171f ••• • • •• • • • •• • • Expiration Date: 05/10/17 JAPPROVEDI Approval Date:09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL#3 OMMMOW OdM 1. On the eave course only,apply a minimum 2"(50.8 • mm)x 10"(254 mm)x 1" (25.4 mm)foam paddy ° a�eruut.► onto the underlayment positioned as shown,under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest 43t4W6 to the overlock of the tile being set.Leave " approximately 4"(10 1.6 mm)up from the eave .� edge free of foam to prevent the expanded adhesive 2x46. from blocking the weep holes. Insure • • approximately 17-23 int(109.7-148.4 cmZ)of wt� adhesive contact with the underside of the tile 2 "Mckwe 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4 MMMMMMMMW mm)foam paddy onto the underlayment just below Flet/LowPrOMTOe the second course line positioned foam paddy under the strengthening rib for flat rile,or under the oa pedtmedvtRe pan portion of the tile,closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int(51.6-58.1 cm)of adhesive contact with the underside of the tile. (Instructions continued on next page) :46w z46�. m O6r. 2M. carers EaVOCow•e gaKb Median PWRIOTOe •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • •• • ••• • • • •• •• • • • • • NOA No.: 14-0805.01 MLAManADECoin ••• • . .• : : • •• : : Expiration Date: 05/10/17 III ....• r . .• • . . • . . . • •• • • • • • Approval Date:09/04/14 Page 9 of 11 ••• • • • • ••• • • • •• •• • • • •• •• d K ! t ADHESIVE PLACEMENT DETAIL#3(CONTINUED) (WkM mqwkea 3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x W (19 mm)paddy on top of the eave course tile BMWs surface as shown,on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile.Insure approximately =ae,, 9(58.1 cm2)- 11 (71cm)square inch adhesive a:e p contact with the underside of the tile at the overlap and 7(45.2 cm2)-9(58.1 cm)square inch adhesive contact with the underside of the tile at r. the head of the tile.Continue in same manner. ERMCOMM WkPhok 106z. 2hL Enedcam D*edp Hifi pmeelft • •• • • • • ••• • •• ••• •• • • • •• • •• ••• •••• ••• •••• •• •• • NOA No.: 14-0805.01 MAMMADECExpiration Date: 05/10/17OU •• • • • • . Approval Date:09/04/14 Page 10 of 11 • • • • • • • • • • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile I)Pl1. Starting at the eave course,apply a minimum 2" In cont a wm the pan dito•daetre 6s to 7o sq steep fan�t 50.8 mm x 10" 254 mm x 1" 25.4 mm foam Mtwtd►a�epanllla. when required) ( ) ( ) ( ) a)Twe comms upside dote.Place adhed"in paddy onto the underlayment positioned as t,in.franoutsGieedge ofoeverSo. shown under two adjacent pan tiles.Support eave Tie,mea are dle.11"wre loft 25sy.In.conactmso. o tiles from rocking until adhesive has a chance to cure. O O 2. Continue in same manner bringing two pan ° courses up toward the ridge.Insure a approximately 65(419.4 cm2)—70(451.6 cm) square inch adhesive contact with the underside of the pan rile. Fun" osYm ("Mew ) 3. Turn covers upside down exposing the underside woopnoi• 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 oftheamcou•cover die.AbWtosemWcourse of edge of each side of the cover tile.Leave pan tiles. °"dOpef anclODver tiles amfkw18tamline. 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 rile.Continue in same manner.Trim away any cured exposed foam adhesive.Pointing of longitudinal edges of the cover tiles are considered optional. S. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized,stainless steel,or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE •• ••• •• • • • •• • ••• ••• • ••• • • • • • • • • • • NOA No.: 14-0805.01 MIAMFDADE COUNTY ••i i e •• i r • •• i i Expiration Date: 05/10/17 ••� • •• • • • • • • • • P •• • • • • • Approval Date:09/04/14 Page 11 of 11 • • • • • • • • • • • •• •• • • • •• e• ••• 0 9 0 090 • 0