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RF-16-557 a 4 a Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253850 PermitNumber: RF-3-16-557 Scheduled Inspection Date:April 20,2016 Permit Type: Roof Inspector. Naranjo,Ismael Inspection Type: Final Roof Owner: WALLACE, EZRAL ANTHONY Work Classification: Tile/Flat Job Address:74 NW 109 Street Miami Shores,FL Phone Number Parcel Number 1121360110230 Project <NONE> Contractor: PAUL KAWALEK ROOFING CO. Phone: (305)754-0191 Building Department Comments TEAR OFF EXISTING FLAT TILE ROOF; REPLACE WITH Infractlo Passed Comments A NEW BORAL BARCELONA 900 CONCRETE TILE ROOF INSPECTOR COMMENTS False SYSTEM.TILE IS COLOR THRU WHITE WITH WHITE SLURRY nspector Comm is Passed a te 4f Failed 6_f 1, Correction ❑ Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 19,2016 For Inspections please call: (305)762.4949 Page 17 of 46 Y f i Florida International Engineering and Testing Lab LLC F * IoE * 7500 NW 25 Street,#241,Miami, FL 33122 FLORIDA INTERNATIONAL ENGINEERING Telephone:(305)378-1991-Fax:(305)378-1997 VESTING LAB INSIGHT-INNOVATION-INTEGRATION Miami-Dade Lab Certification#07-0612.11-State of Florida ca#27273 --------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: X=V-X L' %-#"k 4.>� Job Address: Aj.V—' l b! L A.,"t 51+6 c'Z `r,FL Roofing Contractor: Permit Number: ��-3 fo- l��i Type of Tile: .4eZc &PPAw °I® -r. 4&, STT Approximate Roof Height: 1 L feet Slope: %1 a Approximate Square Footage: Z o OvP ft2 Type of Access to Roof: Ladder Other Required Testing Force: 35 lbs. Testing Equipment: F.G.E.100x Shim o Instrument Date Installed: .4 141 I k Date of Inspection: ti t� -------------------------------1------------------------------------------------------------------------------------- TEST RESULTS P=PASS,F=FAIL Test P or F Test P or F Test P or F Test P or F Test P or F Location Location Location Location Location 1 21 41 S 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 1 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 1 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: I ft RESPECTFULLY SUBMITTED BY: Area Units or ft2 No.of Tests Perimeter } C2 evo Field OPO Corners l a tiD Hips&Ridges Vinayagar M.Baiakrishnan V rALC44 State of Florida Lic#63107 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ J�!`!!■�ti '� O aF',i■■■■■■■■■■ ■■■■■■■■■Fad.�:��i�■■■[7■■■��;�i■'��.'J■■�I■■■■■■■■■■ ■■■■■■■■■■fr►►�[� i�J■■t�>':a■c7■■:,'■■LII !■■■■■■■■ ■■■■■■■■!�'�:■■■iii► :=?�■■■■■�1■■■■r■■■■■■■■■■ ■■■■■■■■�1■■■riiii■■ir■I■iii�Ll�rii�ri■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 RE: Permit# IN F-3- ,b"SJ� ! I a(� DATE: l 1b INSPECTION AFFIDAVIT licensed as Contractor En Engineer/Architect 9 , (Prh nam and dreW t osra Type) FS 468 Building Inspector License t '0& B6 00000 On or about $116 I I '00 aa.rNA I did personally inspect the roof deck nailing (Date&time) work at tI` l 10 Gi ��— (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual(Based on 553.844 F.S) -f aja tu 413 MAO< Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Wpo ,,0 % Notary rhiic State of Florida Notary Public, Sate of Florida at Large S t S i n d i a Aiva"Z og my Commission FF 156750 oa F�� Expires 09/03/2018 'General,Building,ResidentW,or Roofing Contractors or any indkWuai certified under 468 F.S.to make such an inspection.include photographs of each plane of the roof with permit#and address#cbady shown necked on the deck for each inspection .� Miami Shores Village _ 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 Phone: (305)795-2204 , s Expiration: 0911 V2016 Project Address Parcel Number Applicant 74 NW 109 Street 1121360110230 Miami Shores, FL Block: Lot: EZRAL ANTHONY WALLACE Owner Information Address Phone Cell EZRAL ANTHONY WALLACE 74 NW 109 ST MIAMI FL 33168-4315 Contractor(s) Phone Cell Phone $ 14,500.00 PAUL KAWALEK ROOFING CO. (305)754-0191 Valuation: ~--~~-~- ~� �- ------ ----�-�--�� Total Sq Feet: 2300 Type of Work:Re Roof Available Inspections: Additional Info:TEAR OFF EXISTING FLAT TILE ROOF;R Inspection Type: Classification:Residential Scanning:4 Up Lift Report 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-3-16-68866 CCF $9.00 DBPR Fee $4.50 03/02/2016 Check#:8204 $50.00 $796.00 DCA Fee $4,50 03/16/2016 Check#:8208 $795.00 $0.00 Education Surcharge $3.00 Bond#:3017 Permit Fee-New Roof $300.00 Scanning Fee $12.00 Technol W Fee $12.00 Total: $845.00 ..3 4"J In consideration of the issuance to me of thisrmit, I agree to pe g perform the work covered hereunder in compliance with all ordinances and regulations pertainingtltereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting. 's permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required f ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER S-FFI VIT: I certiftht all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructiba'an ing. hs,I eutNoriq the above-named contractor to do the work stated. March 16,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 1^,2016 1 S Miami Shores Villagecrvr� Building DepartmentMAR 022 16 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 SA FBC 2014 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. [:]BUILDING ❑ ELECTRIC (�ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP A CONTRACTOR DRAWINGS ('� JOB ADDRESS: 1 1�/ t I q4h 5+ City: Miami Shores County: Miami Dade '� 33 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:Y , ii Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): EZ vvd W 1 xc e Phone#: 305 rlsrl 3 q 6& Address: riq IYW I o "ddI+h _6+ City: M a_SI\t�i-e� State• 1—�-' ZW 33 138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: &W t..I Krky.AleK R t3&-�+I viii Phone#: 305 075q-01 fl Address: 3 8 q' I -51w, 16 cl+kl —Rew City: W 1 m mio ►r State: L_ Zip: 33 oZt r7 Qualifier Name: Vel-iso-' koLyy 1 e K Phone#: y�7 State Certification or Registration#: Certificate of Competency#: Ob S-5 0000" / DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ I q l 5 y® Square/Linear Footage of Work: a000 Type of Work: ❑ Addition El Alteration El New 10 Repair/Replace El Demolition `� Description of Work: t P O-r ®'t"'t" e Y_t 4-1 n ri '-C 1 c4-++11 e Y� � r e io I oXe W r I \ Cx, V\4tw boy-a.l SWC,,e�-I0r0�, q®0 GOVNc* e +i Ie mv-Fsys4emo —T', I e- i S co I®r+hrix v,�\+-e- w1 A-i\ wti A-,e- Lm" Specify color oco►or thru tile: Submittal Fee$ 5aPermit Fee$ a1V- CCF$ 9 -M CO/CC$ J0 Scanning Fee$b2 'CJS Radon Fee$ t4. 5DBPR$ Notary$_5 ' Technology Fee$ t2 ,W Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ —"CO .(�13 TOTAL FEE NOW DUE$ q5 (Revised02/24/2014) a 1 r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature 4 OWNER or AGENT CONTRACTOR p- The foregoing instrument was acknowledged before methis The foregoing instrument was acknowledged before me this day of 20 6 .by day of 20 IC .by ►2 "V QC who is personally known to uta A who is personally known to me or who has produced FUM yy— ulck- JgEas me or who has produced �PL. 1` &I u lV as identification and who did take an oath. identification and who did take an oath. NOTAR BUC: NOTARY PUBLIC: . 91 Sign: (( Sign: Print 1 �� W� Print �l� INW O ora Notary Public State of Florida Seal' Seal `: Sindia Alvarez agt�`f aye Notary Public State of Florida s My Commission FF 156750 Sindia Alvarez p oa MY Commission FF 956750 Expires o9l0312018 OF oFao� Expires 09103!2018 i 3 /v APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r t Miami shores Village Building QOpartment � ► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner- Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. §440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry wbo employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt iF 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an office of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Divisiam. Your contractor is requesting a permit under this workers'compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore,you may be 90999ft liable for the worker coition iniuries of anv person allowed to work under this hermit. Please check with your ruamincc a carrier since most property insurance policies DO NOT cover this type of liability.. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner. Contractor Print Name: I Print Name: ' Signature: A Signature: 2vv- ,,0r% otary public State of Florida india Alvarez State of Florida) State of Florida) y Cornrniesiort FF 156750 County of Miami-Dade) County of MiamiDade) xpires 09/03/2018 Sworn*and subscnW before me this� Sworn and subscribed �$ day of ,201 r, - S? ,20 e�YPo®G Notary Public State of Florida �w. � . By r Sandia Alvarez By �V0E-:t— ea My Commission FF 156750 6p�.gf Expires 0910312018 (SEAL) Tym 0 on T of dentification PAUL KAWALEK ROOFING, CO. Date: State of -I lull County of 1461 Before me this day personally appearedwho being duty sworn,deposes and Says: That he or she will be the only person working on the project located at 'V 1 * k.- Sworn to(or affirmed)and subscribed before me this('�? day of M A42Gi`4 ,�aa 'Anj Personally know Or Produce Identification Type of Identification Produce yCD_ Print,Type or Stamp Name~e� iIDA i' �O rrrlrINlU� Miami Shores Village fn. ""s" Building Department °" �� 10050 N.E.2nd Avenue jD�oRimy' 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: a l{ l 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owners Name:_ �z rpl Wk l Property Address:_ ri 4 1 J 10 01 +h 115 }— Roofing Permit Number: Dear Building Official: I certify that I am not required to retrofit the roof to wall connections of my building because: biThe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00, Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of a South Florida Building Code(1994 SFBC) IV Signat re Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this I day of i =giE State of Florida ezNotaryPublic, Sate of Florida at Large � n FF 156750 rz0ls • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than$300,000.00,and the building was riot constructed with FBC nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to Wan connection Hurricane Mitigation. Revised on 5/2112009 Property Search Application- Miami-Dade County Page 1 of 2 pRoprporm; APPRAISER OFFiCE OF THE Summary Report Generated On : 3/16/2016 Property Information Folio: 11-2136-011-0230 74 NW 109 ST Property Address: Miami Shores,FL 33168-4315 Owner EZRAL A WALLACE&W LOUISE 74 NW 109 ST Mailing Address MIAMI,FL 33168-4315 =t Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT (Beds/Baths/Half 2/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,816 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2015 Year Built 1952 _....._..._.__. ........_.�....._i _ 2014 2013 County .. _ ._.._.____..._._____.__..................... . Assessment Information Exemption Value $55,000 $55,000 $50,0001 ............. __ __. ........_.__.._..... m__........._........................ Year 2015 2014 2013 Taxable Value $54,553 $53,684 $57,0781 Land Value $166,118 $99,374 $45,979 School Board Building Value $126,394 $123,125 $123,125 Exemption Value $30,000 $30,000 $25,000 XF Value $2,911 $2,948f$172,088 84 Taxable Value $79,553 $78,684 $82,078 Market Value $295,423 $225,447 City Assessed Value $109,553 $108,68478 Exemption Value $55,000 $55,000 $50,000 Taxable Value $54,553 $53,684 $57,078 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $55,000 $55,000 $50,000 Save Our Homes Assessment Taxable Value $54,553 $53,684 $57,078 Cap Reduction $185,870 $116,763 $65,010 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous OR Book- Qualification Description Homestead Sale PriceOR Vet Disability Exemption $5,000 $5,000 22619- Sales which are disqualified as a result of ......_ ___... 08/01/2004 $0 3942 examination of the deed Note: Not all benefits are applicable to all Taxable Values(i.e.County, ........................................................_.... _____..___ School Board,City,Regional). 05/01/1992 $72,000 15517- Sales which are qualified 3979 Short Legal Description 03/01/1988 $0 13727- Sales which are disqualified as a result of DUNNINGS MIAMI SHORES EXT NO 7 1631 examination of the deed I! PB 52-33 LOT 7 BLK 214 LOT SIZE 75.000 X 123 OR 15517-3979 0592 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser http://www.miamidade.gov/propertysearch/ 3/16/2016 a • �� VS '� R .,r ■ r i t 1 • .. rr iw �- :,:; n ,r moi!.• �- r ,r�u �� " `� r+ !.: .rt MINI MEN NEI \■ '' R1��►�I-minP ■ ■��0 Pii�►t Nowi/!I inimlIN ti■ milt 0�w��■ V Wo IN ��.. Lo MEN 0 MEN ca CODE COUNCIL a, 1 � High Vim/H1e Zorn UatnPwnilt 7Appacathn Fann SeWon D (SUM Sio)ed Roof Svs%m) RoO-Systown ilnufaclruer: Bora-I .ofnoa Nunes:__ t�- �aaa 1 v a ilinintum Design Wind Pressur9esi If Applicable(From RAS TV or c riatlons�: P7: . 9`a1 P2: 6$�l P& 100 PressureWrom Ow HOA ftedft 3 Rjettrodol`tlle I U 0 r.,rmn* Stow SkWW Roof Svstam ROSaHWon Do*Tyw. b 00 ur�r� ROO Slope: 't2 jV1rT re ft/t Wfte votlon? rYW&Speaft:51b ++ah �P Cap TW PO Y'q 1 �•• ..� v1ro� arE� or►� � . . . Mean Roof lieigilt .. . . . . ... D c®tn C.r^C'% -Hi . . . .. ... . 71WWSI9 Drip riga: . . . . .. . . . . 123_07-98 12M PAGE 4 • • • • • • • • • • • •• •• 0 0 0 00 00 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florkb Sr MOV Code 51th EdMon(2114) 1 1 Hig Vebcity Hurricane Zone Uniform Permit Application Form. 1 iSection Ernie C dcubtions) 1 arer Mornent or tlO VYVOMS c110068 eider Meifwd 1 or 2.Compare the values for AAS with ttm values from m,.If the values 1 g than equal�o ftpq values,for each area of the roof,then the toe attachment method is ac captable. M` ( MeMod I NIpment ubdons Per RAS 1270PuM- � ° �x � m9= Mn Prod uct Approval 36117 —Mg:M=Ma 134b Product Approval Mr ( �':dA _ —MgaO=MA30 Product approval duy ( Method 2"SimpMed Toe Cahlatons per Table Bele Required Moment of Resistance(Mr)From Table Below Product Approval 114 1 K required Moment Resbbnce` 1 of Hew � 15' 20' 25' 30' 40' ( 2:12 34A 36.5 38.2 39.7 422 ( 3:12 322 34.4 36.0 37A 39.8 ( 412 30A 322 33.8 35.1 37.3 t 5:12 28A 30.1 31.6 32.8 34.9 ( 6:12 26A 28.0 29A 30.5 32A 1 7:12 24A 25.9 27.1 28.2 30.0 'Must be used In conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. t For Upllft based toe videms use Method 3.Comps the values for.F with the values for Fr.If the F values are greater than or tequal th the Fr values,lir each area of the roof.then the toe attachment method ls aocepthble. 1 Method 3 OUpM Bad Tile Calculations Per RAS 127° t (Pt: x L x W. )—W. x cats 8 =F„ Product Approval F' ( (P2: x L = x w:=,)—W: x cos 8 =Fa Product Approval P 1 (P3: x L = x w:=_ )—W: x cos 8 =F,• Product Apprmrai r t ( Wham to Obtain Information Desa"( onSymbol where tormd Design Pie P1 or P2 or P3 RAS 127 Tab a 1 or by pW pared by PE based on ASCE 7 ( Mean Roof HelgM H Job Site Riwf Slope 6 Job Site ( Aerodynamic Multiplier A Product approval 1 Reskmirg Mmient due to Gravity Mg ProductAppnNal 1 Attachrrrerrt Resistance .. ... Prgduqt Appr+pval.. ( Required Moment ResistanceM9 • • ( Mk mum A#=Wrwd Resistance tance •• • • • 1 Required UpWt ResIstance •• ••• 18d> • FT Calculated 1 Avg Tie Weight W • ••• Appro" • 1 Toe Dimensions L =length W • RrodttctAp . • ( Ao ins must be submitted to the buIkfiM dkW at tm�s�►mh'�fili�lbn. :.• ••• ... . . . . ... . . t64e : • • • • • • • • �I.QR�A:�13iL0�11Q L'OBE:_BLqWM,th EMM(2014) 1 11 1 of rcd=dtnta. t�sx�t+�o1 � ,_, $,pis 10:=2r c, SECTION 1514 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pins to the section,it is the respwnsibilily 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 requdrerrrerrts and standards of the industry for roofing system installations.Additionally,the following dt ms should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the desdgnated space indicates that the item has been explained. 2 Renaft wood decks:When replacing roofing,the exdsting wood roof deck may have to be renaided in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). -_-4. Exposed Cedling: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(wail outlets):tt is required that rainwater flows off so that the rogf is not overloaded from a buildup of water.Perinetededge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not prowl.It may be necessary to install overflow scuppers in accxfrdance with the requirements of Sections R4402,R4403 and R4413. . VO4 4 r td'sSignature, Dat�eJ Contractor Signature pate Prolredy Address Permit Number Revised on 70M LD;0710112015. .. ... . . . . . .. •• ••• •• • • • •• • ••• ••• • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• � 1 NIAM4GAGE -) MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERAIFrrM,ENVIRONMENT,AND REGULATORY AFFAM(PERA) 11805 SVS 26 Strut,Room 209 BOARD AND CODE ADMDMTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 immediaVly revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the rigls 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 NOA shall be provided to the uvr by jhg Wu jcja vr•its distributors and shall be available for inspection at the job site at the request of the Bdildiifg'Offclal.' This renews and revises NOA#07-0220.04 and consists of pages 1•through 7. .. •.• •. .• The submitted documentation was reviewed by Alex Tigera. • .. . . . . . . . . . . .. . . . . . . . �. . . NaA No.: 12-0222.02 CoutrrY Expiration Date: 04/26!17 7W4wa13)ate: 04/19/12 : : . : Page 1 of 7 . .. .. . . . .. .. ... . . . ... . . t ROOFING ASSEMBLY APPROVAL at or : 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 A licant Di ueasions 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 tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Daae Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix LII TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-Oa) Redland Technologies P0402 WitkdmTat Wsj*#nge; •• Sept. 1993 TeslSvg oftrelgvj.tuibab'. • shEUAils ' • • • Redland Technologies Letter Dated.Aug. 1, Wind Tunnel Testing Aug. 1994 1994 .'TA3.108 Cil ) .'. .'. .. . . . . . . . . . . .. . . . . . . . NOA No.: 124)222.02 cJAPPROVED! Expiration Date: 04/26/17 V#4bval3)ate: 04/19/12 V: : . : Page 2 of 7 . •• •• ..• . .. .. ... . . ... . . i f 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 F 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 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . . . .. . . . . . . . •• N8A ATo.:12-0222.02 Expiration Date: 04/26/17 '4#ptoval)ate: 04/19/12 i i • i i'i i i . i Page 3 of 7 • •• •• • • • •• •• ••• • • • ••• • • � f 3. LD11TATIONS 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(W)and Dimensions(1 x w) Tile Profile Weight-W(lbf) Length-I (ft) Width-w(ft) Barcelona 900 11.5 1 1.417 1.08 Table 2: Aerodynamic Multipliers-;L(fe) Tile ;L(f3) x(f3) Profile Batten Application Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity-Ma(ft lbf) Tile 2"•12" 3"•12" 4"•12" 5"•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 I Deck Deck Deck 7.28 8.13 7.21 8.05 7.10 7.93 1 6.96 7.78 6.79 7.61 1 6.61 7.40 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . i&A leo.: 12-0222.02 ;cnr Expiration Date: 04/26/17 •:' : : ; : 040ptova%Date: 04/19/12 ; . ; ;•; ; ; , ; Page 4of7 . .. .. . . . .. .. ... . . . ... . . l Table 4: Attachment Resistance Expressed as a Moment-Mf(ft4bf) for Nail-0n Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" 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 2 48 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(ft4bf) 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(ft4bf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Barcelona 900 PoWwm,PolyProTm 66.5 Polyfbarn PolyProrm 38. 3 Large paddy placement of 63grams of Pol ProTm. 4 Medium paddy placement of 24grams of Pol ProTm. Table 7:Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application •" " 000: ie�iis>ffihce Barcelona 900 Mortar Set •• . 4. 5. The-Tde Roof Tile Mortar . .. s * . . . . . ' ' ' WA No.: 12-0222.02 DDADE cep Expiration Date: 04/26/17 •;• ; ; ; IpplrovatDate: 04/19/12 i i • i i'i i i . i Page 5 of 7 t �. 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 Z) LOCATED UNDERNEATH TILE 6. BUH.DING PERmyr 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 J o'01DO CD Expiration Date: 04/26/17 ••• • ••• Approval Date: 04/19/12 • • ••• Page 6 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . x s . PROFILE DRAWING NAIL HOLES OVERLOCK 3 6/8" 17 " r ' 13" UNDERLOCK BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . NOA No.: 12-0222.02 Expiration Date: 04/26/17 ' • • • Approval Date: 04/19/12 Page 7 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . HIAMM" MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 SEmie Rom 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE 00A) www.miamidade.eov/oera 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 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 AEU (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 AEU 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: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 awho-waest of-the.Building Official. This renews and revises NOA# 11-0124.04 and oons`ists of.0i 0 L 11rodah 7. The submitted documentation was reviewed by Alex Tigera. . ... ... . . . ••` •` `•` i•• ••� NOA No.:12-0228.18 COui rrY Expiration Date-05/10/17 '' • • ••• • • ••• • • Approval Date:05/10/12 • ; Page 1 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • 0 ••• • • c , ROoFiNG COMPONENT APPROVAL: Category: Roofing Sub Category: Roof file adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2-Component Foam Roof Tile Adhesive AR-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance.For the locations where the design pressure requirements,as determined by applicable building code,does 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 tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the attachment calculations are done as a °�oment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Pr pct Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPack*30& 100 N/A Dispensing Equipment PRODUCTS MEANUFACTURED By OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. .MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASM"2126: .0.+0.(9704OVolume Change @-40°F.,2 weeks ••• :44/o•Volume Change @1580F., 100%Humidity,2 •• ••• •• • wee�ts•• Closed Cell Content ASTM D 2856 86% . ... ... . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . ••• :• ••• ••• :•• ••• NOANo.: 12-)228.18 Co�rrY Expiration Date:05/10/17 •••• , Approval Date:05/10/12 • • • • • • • • Page 2 of 7 a i Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SHBMFI"FEI?: Test Agency Test Identi5er Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 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 LPAffATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3Mrm 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 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 roof file adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _ W .. ... e . e . .. • e. . e . . . Ms .. ..e .e . . . .. . ... ... . . . . . . . . . . . . . .. . . . . . . . . . ••• %• •• �. :.. '.' NOA No.: 1241228.18 haA ►DE Cou�rtY Expiration Date:05/10/17 Approval Date:05/10/12 !APPROVED! �•� a ••� Page 3of7 . . . . . . . . . . INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof file assembly having a current NOA that lists uplift 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,expressed as an uplift based system,to meet or exceed the uplift resistance determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof file assembly NOA. 3. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A"component and the"B"component shall be maintained between 1.0-1.15(A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 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 2 to 3 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. Table 1:Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) FIat,Low,ffigh Profiles #1 35 N/A IligA Profile 2 Piece Barrel #1 17/side on cap and 34/ an N/A Flat,Low I-ligh Profiles #2 24 N/A Flat,Low Migh Profiles #3 8 . .. ... .. . . . .. . ... .... .. .. ... ... ... . . . .. .. . . .. .. . . . .. . ••• :• 000 •• •.• .. 000 .• NOA No.: 1240228.18 Expiration Date:05/10/17 ... , ... . . . . ... Approval Date:05/10/12 • • • Page 4 of 7 . . . . . . .. ... . . . . . . . .. .. . . . :0 . .. ... . . . ... . . LABELING: All 3Mrm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT EDETATE 1 SINGLE PATTY Ndope MAe IV 2 EMCOM Fad emu= Raft WHO* seaseoaq Emcomo* Emdum Emco mK9epWhwMqpmL BOO* W#n*Pwfta 4}PYee 6o Opw PUNWb"for *Mqpum*m Kdft*pbft squoshwhMashi 'Umthepantfle A 2ITum— Tel h0mmbdddee4pof cowtHL 'n nom"WIL 0 Id hL EMCMM EmCbm EMUWAWMW. Kee Famb hm SM emoaacoiBe OPHOW pan IhL Eu=me and of • 89depw2win P*FMNBCWMUI, 0 1bd BIL41 : =• 00d I . Foub iz&k." 0 0 go I *go 0:0 00: *so 000 a 0 0 0*0 *00 000 000 NOA No.:124YM.18 Expiration Date:05/10/17 Approval Date:05/10/12 APPROVEDI 0:*0 :0 Page 5 of 7 • V 0.0 a 4 � ADHESIVE PLACEMENT DETAIL Z SINGLE PATTY W un o p cent p (gam 7�) Nall tlnough Pwftcard ° 71n. FL _=__ hL ° o _ EneCQtt� - o FU Fad Eer corn EM I8r1I 1100, Nall ftoo pkft mod •r'n'7PMUO Too) 71n n. ° EmCloae EMCOM FRB* •• .•• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • • • •• :' '.' '.' :.. '.' NOA No.: 1240228.18 Expiration Date:05/10/17 C�wtY Approval Date:05/10/12 • • • • • Page 6 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . -A—D-H--EswE PLACEMENT DETAm 3 DOUBLE PATTY Nd IMMO Pwdc menf ft* Nd Immo pmsft=nent snppftwww tb 0 UndvWpmt Sinp peft ktmm th • (WWW ) 2bLxTbLAsn tugdmpm*em comwdy MOP" r3 urdw tug ,V41 n x 3 In In X 31 4 M. ----- t tin. Sff* pa ft an 2in. 41e. WN106 pefton mWer- 0 shigibe Fnde EaveCCU= on top of the AVA& Em 118* hx7bLmdum cmm Emdmm on top of We GIMPMWOM Doedp Femb course on1w sho PMW underfile shigle Ila* betmn Via 990hL In-x3In. 41n sIngfe pa* on wWorkymmd 2 n. sho PR* EmCbm an top of the In.z 7 In.medium Ea+eCamF simpaddyemmmo* END OF THIS ACCEPTANCE .o* o see 000 so NOA No.:12-0228.18 MUkt4HX%DE COUNTY]IIIIIII Expiration Date:05/10/17 Approval Date:05/10/12 Page 7 of 7 0 Le •0 0 * 0 00 e 0 0 80 o: ooe 0 0 0 eeb o dL M_iAMt GAVE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 AEU(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 AEU 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. DESCRIPON: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 bg prov"tq t4e y ser by the manufacturer or its distributors and shall be available for inspection at the job site at th4?sequ�$of'�e;Bjlil g'lQfficial. • . • . • .. ... .. . .• .. ..• This revises NOA#11-1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Jiera.... . . . . . . . . . . . •• ••• NOA No.: 12-0713.02 1APPMaAh1 RO COUNTY ••• • • • • ••• • • Expiration Date: 09/13/16 • • • • • • • • Approval Date: 02/14/13 • •• •• • • • •• •• Page 1 of 8 ••• • • • ••• • • C RoonNC COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS,APP Self-Adhering Modified Bitumen PRODUCTS DESC ON: Test Product Product Dimensions Snecification Descrintion Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt underlayment 65'8"x 3'3 3/8" waterproofing membrane,glass fiber reinforced Mon4facturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing,roof tile,slate tiles and shingle underlayment. Polystick IR-Xe Roll: TAS 103 and A fine granular/sand top surface self-adhering, underlayment 65'x 3'33/8" ASTM D 1970 APP polymer modified,fiberglass reinforced, Manufacturing Location Or 65'x 3' bituminous sheet material for use as an #1 &#2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice&rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering,APP underlayment 32'10"x 3'33/8" ASTM D 1970 polymer modified,fiberglass or polyester Manufacturing Location 100 mils thick reinforced,bituminous sheet material for use as #1 &#2 an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self-adhering,glass- underlayment 65'x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane.Designed as a metal roofing and roof Manufacturing Location file underlayment. #1 &#2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10"x 3'33/8" ASTM D 1970 glass-fiber/polyester reinforced,with a granular Manufacturing Location 130 mils thick surface designed for use as a file roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self-adhering,glass- Manufacturing Location 61'x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane.Designed as a metal roofing and roof •• 00: • • • the Vndg layment. Polystick Dual Pro Roll: •,AS 43 64:•:mil Mized asphalt self-adhering,glass- Manufactu ing Location 61'x 3'33/8" ASTM D 1970 fiW/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and •; •;• •; ;•:roofNe r nderlayment. .. . . . . . . . . . . .. . . . . . . . NOA No.: 12-0713.02 I+llAhtl�A ROa!=[;OUNTY •i• 6:0 i•APPExpiration Date: 09/13/16 • i i•i i i • i Approval Date: 02/14/13 000• :00.: • • • •• ••• Page 2 of 8 • • • ••• • PRODUCTS DESCRIPTION: Test Product Product Dimensions SmWification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering,polyester Manufacturing Location 65'8"x 3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: l.Hazelton,PA 2.Winter Haven,FL EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Exterior Research&Design,LLC 11756.04.01-1 TAS 103 04/27/01 11756.08.01-1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798&G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798&G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798&D1970 10/19/11 P40390.08.12-1 TAS 103 &TAS 110 08/06/12 P40390.08.12-2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005-02-01 ASTM D 4977 01/31/02 PUSA-018-02-01 ASTM D 2523 07/14/03 PUSA-035-02-01 TAS 103 09/29/06 PUSA-033-02-01 ASTM D 1970 01/12/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-083-02-01 TAS 103 06/30/08 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 DX23D8B TAS 103/ASTM D4798&G155 02/18/10 DX23D8A TAS 103/ASTM D4798&G155 02/18/10 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . .. . . . . . . . . . . •• . • . • . . • 00 NOA No.: 12-0713.02 COUNTY ••• • • • • • •• • • :.: : Expiration Date: 09/13/16 : • : : : : ••: Approval Date: 02/14/13 ••• • ••• • • Page 3of 8 INSTALLATION PROCEDURES: Deck Type 1: Wood,non-insulated 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: Polystick membranes self-adhered. Surfacing: None 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-Y2"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. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . .. .. •• .. . . . . . . . • . • . . • NOA No.: 12-0713.02 raaonne couNr�r : : : Expiration Date: 09/13/16 IAPPROVEU Approval Date: 02/14/13 •�• �• •� ••� •�• �� •: Page 4of 8 GENERAL UmTATmNS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS,TU Plus,Tile Pro and 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 IR-Xe,TU,and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof file 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. E ure Limitations(davs) MTS IR-Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter HOW14 FL. 180 180 180 180 180 180 180 90 Hazelton,PA. N/A 30 30 180 N/A N/A N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 8. In roof the 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,TU Plus,Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof file applications.Polystick IR-Xe,and Dual Pro are limited to mechanically fastened roof tile applications.Polystick MTS is limited to mechanically fastened with battens roof tile applications.Polystick TU P may be used in both adhesive set and mechanically fastened roof file applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof the underlayment for(direct-to-deck)tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Polystick TU,TU Polystick TU Plus,TU P,Tile Max Pro Flat Tile Prohibited without 5:12 No limitation No limitation battens Profiled Tile Prohibited without Prohibited No limitation No limitation 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 loth loading and installation of tiles at all times. .• ••• . . • . . •• • . .. • . • . • . . • .. ... .. . . . .. • •• . . •. . . . . . . .• •• .. . . . . . . . . . . •• . • • • • • • NOA No.: 12-0713.02 MIAha P P RO E D 11 Y 0:0 • • • • ••• • • Expiration Date: 09/13/16 ••• : : ••• Approval Date: 02/14/13 ••• ••• • Page 5of 8 GENERAL I. mTATiONS: (CONTINUED) 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 Tlies (6 Max Per..%R&) ® 12 6 N m RWDe*pmpaWWIh POLWnCKTU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products.Polystick MTS,IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS,IR-Xe, TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,IR-Xe,TU,TU Plus,TU P,TU Max,Dual Pro and Tile Pro is 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. LABELm: 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. JAPPfawr�t�we came •• BuiLDiNG Pumm 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. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . hBAMF�Caml'Y ••• • • • • ••• • • NOA No.: 12-0713.02 .. • • • • • • Expiration Date: 09/13/16 • • • • • • • • Approval Date: 02/14/13 • .• .. . . . .. .. ••• • • • ••• Page 6of 8 POLYGLASS GENERAL APPLICATION GTIIDEI.INES FOR POLYST'ICK)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 Ding 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, 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 file on the underlayments.Refer to the Polyglass Tile Loading Guidelines. See General Limitations#9 and#10. 6. Battens and/or Counter-battens,as required by the tile manufacturers NOA's,must be used on all projects for pitch/slopes of 7"/12"or greater. It is suggested that on pitch/slopes in excess of 61/4"/12",precautions should be taken,such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation 8s before loading of roofing tiles is Forty-Eight(48)flours. 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,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 and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. •• ••• • • •• . .. . . . . %: . .. ... .. . . . .. .. . . . . . . . . . . .. . . . . . . . NOA No.: 12-0713.02 h77 APPROVED!IADE C ••• • • • • ••• • • Expiration Date: 09/13/16 • • • • • • • • • • ... . . • Approval Date: 02/14/13 ••• • • • ••• • • Page 7of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800)8944563. 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 LMUTATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE 00000: . .• . . . . . .• . • .. . . . . . . .. . . . . ... . .. ... .. . . . .. . ... ... . . . . . . . . . . . . . .. . . . . . . . . . . .• •• • ... . NOA No.: 12-0713.02 COUMY •i• i i i i •i• i i Expiration Date: 09/13/16 : : • : 0.0 0 : • : Approval Date: 02/14/13 000 00 •• •• • • • .• •• Page 8of 8