Loading...
RF-09-1138Inspt,cticm Worksheet roll v, Shores Village 100E0 t _E. 2nd Avenue Miami Shores, FL Phone: p3a)70-2204 Fax: (305)756 -8972 Inspection Number: INSP- 118922 Permit Number: RF -7 -09 -1138 Scheduled Inspection Date: August 20, 2009 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 467 NE 100 Street Miami Shores, FL 33138 -2446 Project: <NONE> Contractor: LMJO INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)527 -2305 Parcel Number 1132060170530 Phone: (305)554 -6968 Building Department Comments TEAR OFF OLD TILE AND INSTALL NEW TILE i OOF Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 19, 2009 For Inspe:'" e call: ;305)762 -4949 Page 10 of 25 Inspectioi Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: 0051795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 118923 Permit Number: RF -7 -09 -1138 Scheduled Inspection Date: August 20, 2009 Inspector: Bruhn, Norman Owner: MORAN, EDUARDO Job Address: 467 NE 100 Street Miami Shores, FL 33138 -2446 Project: <NONE> Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Tile Phone Number (305)527 -2305 Parcel Number 1132060170530 Contractor: LMJO INC Phone: (305)554 -6968 Building Department Comments TEAR OFF OLD TILE AND INSTALL NEW TILE ROOF Passed G2�� d5 IInspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 19, 2009 For praspectv5n* pease call: (305)762-4949 Page 11 of 25 Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: FLORIDA INTERNATIONAL ENGINEERING & TESTING LM r Ar ►r •INN iN. ION hi,: !eo FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07- 0612.11- State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 1300 Jo t A/ JQdO bop Scaffolds: r Req. Force Owner's Name • i©l�„4� t' �� �� Av Permit 'fig ' I3 Install Date: • 'I Z k/ - Approx. Height 2— Floor: 1 Ladder. r/ Slope: 1 Test date: 8t I719 7 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument TEST RESULTS P= PASS,F =FAIL 1 2 Test LOC8iiOn 21 22 Up Test (P or 41 61 81 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 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 20 40 59 79 99 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Vinayagar M. Balakrishnan V, P .E. State of Florida Lie # 63107 4∎Pl.kLei ..I A. AVM* I�l E ioo �.A/1-- O(1 4.Aw f F IIIMMUM11111111111= Q21111MHIETILM Sel ���►' gfr 1101101111. UMW 11111111MA 1111111MM11111111111=111=1111 '11 " n INI i 1;✓ a aaI IIMEMBIEUNIMUIR a .' RWAIRMIlmiaM -11111WIRIV MU MMItniliel 1111111111111fil 11111111MIIIMMIUM rimmtimuitswma tieZ0111BWRIIIMMI 01111111.111211M 111M11111111111111111111 M[#S. IG 2 0 2009 RE: Permit #P:CQ9'^ 5Sf INSPECTION AFFIDAVIT I LOS L .%974,0 as a (n (Print name and circle License Type) License #: (J 1, 0((1 Miami Shores Vitiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: O610 1 c9 ngineer / Architect, FS 468 Building Inspector On or about �2r�p� , I did personally inspect the roof deck nailing and (Date & time) secondary water barrier work at e 7 t: /eb (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 55 .844 FS) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this PC day of Notary Public, Sate of Florida at Large oP`7 CIO y,. �• -91%, 1N. C i00340. • Cov2 obi: vow *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 Miami Shores Village i gugIICE D Building Department ,UL 0 9 20M 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address t ( M . C • /Cap Cv T City in ► 6 S tiOYtes State F-( Y: m.00 ®ommmmom ®o400 Permit No. l v 09 Master Permit No. Zip 3S 3e Tenant/Lessee Name Phone # Job Address (where the work is being done) g(P I City Miami Shores Village County Miami -Dade FOLIO / PARCEL # it- 2 J Z6(O'^" d Pr 05-3o zip 3-3/ 3 8 Is Building Historically Designated YES NO Contractor's Company Name '- /17 O ..-.9 G Phone # J 0 S - S Z - % 8 Contractor's Address /i/.50 Z G S..c. 2 - zo ST- City State 1-< Zip .J -v lSS Qualifier Name CD c3 C.P4 It 0 € -f C. t7 Phone # .-3Q S" 5S Y'"• Co f 6 8 State Certificate or Registration No. �G `3 I &2 7S- Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I S 1 SOO. Square / Linear Footage Of Work: 114, 9 U ° Type of Work: DAddition ❑Alteration ONew X Repair/Replace O Demolition Describe Work: le --r-e-04-1. C9--Q -td ,_.�Q„2 f A..9.0. -4-) �• SQL r 0 * �* * * � * *�x� �x�x x�x x �x� �x �x� �x�x � *•x� x • x� �x�x�x��xFe�esm *� **xx **** * **** xxxx xxxx**x* ***** *a******** ° Submittal Fe e $ Permit Fee $ CCF $ � tU0� CO Technology Fee $ Zoning $ Notary $ Training/Education Fee $ Scanning $ V `,q0 Bond $ Code Enforcement $ Double Fee $ / Structural Review. $ Total Fee Now Due $ ' l .Q Radon $ DPBR $ See Reverse side -* 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 ection which occurs se ' ' days after the building permit is issued. In the absence of such posted notice, the inspectio s t be app , edrand a - einspec a . n fee will be charged. Signature/ Owner or Agent The foregoin instrument was acknowledged before me this day o U , 200, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: - .,,a. Gladys Leizan weli l?"° ". ,s www.AARoNNQTARY.com My Commission Expires: j /Z My Commission Expires: ***************************,************************* * * * * ** * ** ** * * * * * * * * * * * * ** * * ** ** ontractor The foregoing instrument was acknowledged before me this P day of ‘..7. , 200'7 , by iSC!q / t / M) who is persona ly known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign; Pri l� . ��o<EXPIRES: MAY 11, 2012 •�%: a }hnj�w,AMQNNOTARY5im ,0,..e)/Z * * *4* * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning NOTICE OF CO ENCEMENT A RECORDED COPY `MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOR b s" TAX FOLIO NO.t( 2-1)(9 —0(.>1 O5-30 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF Fl I HEREBY CE THE UNDERSIGNED hereby gives notice that improvements will be made to 2aft if'( property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: I 111111 11111 11111 11111 11111 11111 11111 1111 MI CFN 20098050734! OR Bk 26938 Ps 4328; Ups ) RECORDED 017,/14/2009 10:31:44 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE RIDA, COUNTY OF D DE that this is a true c of the ce o % I day of ,AD20�� ial Seal. of 'rcy' gounjx founts HA Sy - MN yea 41 .6" . /,o s- D.G. Space above reserved for use of recording office 3. Owner(s) name and address: n'LL9---fr '. '/4)- 4.2 s7 rd-b2,-,--v--)-44-.4-7//e4 3 3( 31 Interest in property: 61"W-elf2 -1 Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: --i?t3 O -LNG 11.302 -5.uJ. 30 57" �A' 33/ 38 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner /Manager Prepared By ,� Prepared By L,S 7 d774- Print Name U1 D v • �,C1Y/ 1"' Print Name ®7 W-- ze Title/Of iice_Cjil Title /Office /r -code dery t STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this r day of .771(y By -, C2�AJ dov0 ,®2.4.17 ❑ Ind' • ally, or ❑ as for ersonally known, or ❑ produced the following type of identification: e.rro. Signature of Notary Public: .kf- *ft" a.ys - an ;;=tri. ,�.:;•: ; EXPIRES: MAY 11 2012 �� °rna+`*'`°� WwW,AARONNOTAncam Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the f., _ stated in it are true, to the best of my knowledge and belief. Si •,r ms's) ofd' or O r(s)'s Authorized Officer/Director/Partner /Manager who signed above: MISSION #DD779000 123.01 -52 PAGE3 11/07 By OWNER'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SI`r,I- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES (� -113g PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address ''C `01 — 1, o t t �- 3k3 8 Roofing Permit Number Dear Building Official: I . Q O certify that I am not required to retrofit the roof to wall connections of my building because: 14 The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00. UThe building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBC). STATE OF FLORIDA COUNTY OF MIAMI-DADE day of _„% , 20 0? (S y YP� Gladys Leizan 'vMISSION#DD779000 yr . , EXPIRES: MAY I1 2012 '"1/74P" WWWAMONNOTAIrtoom +nally known or Produced Identification Sworn to and subscribed before me this When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC, and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided. C Do®enm ..ISeIDaev act My Mammas c_L RmSnsABdeit CUmPIvmd1 Y697Fiilsllndot Florida Building Code Edition 2004 Hurricane Zone Uniform Permit Applica tion A (General Information) F'bq iami Shores Village BY DATE Master Perp1 Contractor Job Address Process No. ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof .e. /Co ET ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles 0 Prescriptive BUR -RAS 150 Xle-Roofing ROOF TYPE ❑ Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) (7 BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL COUNTY RULES AND R = GULATIONS Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes 0 ❑ Maintenance Total (SF) /7812 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ■■■■■■■■■■■■■■■■■■■■ i■■■■■■■■■■■■■■■■■■■■ 1111■■■■ ■■■■■■ ■■ ■ ■■■■■■!■■■■■■■■■■ ■■11■■ ■1111 ■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■■■■/■■■ ■■ ■ ■■III■■■■■■■■ ■■■ /■■■■■■■!■■■■■ ■1111■■■■ ■ ■ ■■ ■■■■■ i■■■■■■■■■■■■■■■■■■■■!■■■■ ■ ■■■ ■■ ■ ■ ■■LIiG•; ■■■■■■■■■■■!■ ■■■ ■1111■■■■■■■■■■■■■■■■■ ■■■■■■■ i■■■■■■■■■■■■■■■■■■ / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ / ■ ■ ■G1 ■'i� ■ ■ ■ ■ ■ ■ ■ ■ ■■ /1111 ■ ■ ■ ■ ■ ■ ■ ■ ■ // ■ ■ ■ ■ ■ ■ / ■ ■ ■■ ■■!■■■■■■■■■■■■■ ■■■■■■■ ■ ■■!!!”■. ■! ■■ ■■■\■GNMIM M MI I IT"1■■■ ■■■ ■ ■11■ ■11■ ■ ■■■ ■ ■■ ■11■ ■ ■■■ 1111■ ■!11!11■■1111■11 ■ ■■■■■!■■■■■■■ ■110!■ ■ ■ ■iY! %'111■■■■■■■■■ ■■111111!■■■■■■■■■■■■ ■■■■■■■■!■■■■■■■■■■■■■■■■■■■■ Ii■■ i■■■■■■■■!■ ■ ■■■ ■■P %!11 ■! ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■ ■1111! ■■■ ■■■■■■■■■■■■■■!■■■■■■■■■■■■■■ 11■■\■■■/■■ ■■■ ■■■ ■ ■■P %■ ■11 ■ ■ ■ ■ ■ / ■ ■ ■ ■! ■ ■ ■!/ ■iii■■■■■!■ ■■■■■■■■!■■■■■■■■■■■■■!■■■■■■ 11■■■ ��■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I1 ■ ■ ■il■■■■!■ ■■■■ ■■■ ■■■■1111■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11■ 1111■ I�■■■■■ ■■!■■■��■■■!11 ■ ■■ ■ ■ ■■ ■■11 ■ ■ ■ ■■■! ■■■1111■ /■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11■■!■■\\■■■■■■■■■ v�■■■ ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■ ■ ■ ■ ■ ■■ ■ ■■ 1111111111 ■ ■ ■ ■ ■ ■ ■ ■ ■! ■ /! ■ ■ ■ ■ ■!! 1111■■ Il■■■11■■►\■■■■■■■/ I■■■■ ■ ■11■■ ■ ■■ ■ ■ ■■i■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■■ ■ ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11■■■■■■ 11\■■■■■■■ I■■■■■ ■ ■11■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■11 ■ ■ ■ ■ ■ ■ ■ ■0 ■i ■ ■! % ■ ■ ■ ■! ■ ■ ■!I■ ■1111 ■ ■■ ■ ■■■■■ ■1111 ■ ■■■ ■■■■1111■ !■■■■■■■■!■■■■■■■■■■■■■■■/■■■! 1■■■■■■■■ a\■/■' I■■■■■■■ i ■ti ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ / ■ ■ ■ ■ ■ ■ ■ ■■ ■■! ■ ■■11■■ ■11■■■ ■ ■■■■ ■1111■■ ■11■■■ 111111■■■/■ ■■!\ ■%■■11 ■■■■■■ ■!I■ ■ ■ ■ ■■!■!■ ■■■ ■1111■ ■■■■■■ ■1111■ ■■■■■■■■■■■■■■■!/■■!■■■ 1111■■■■ 11■■■■■!■■■ ■\•i ■ ■ ■ ■ ■ ■! ■ ■ ■ ■!1! ■ ■ ■ ■ ■ ■■ ■ ■■ ■ ■■ ■1111 ■■ ■1111■■!■■ ■■■■■■11■■■■■■■■■■■■/■■■■■■■ 11■ 1!■■■■■■■■■■■' ! ■ ■!11 / ■ ■■■ ■ ■11■■■ ■ ■■ ■■■i■■■■ ■ ■■ ■■■■1111■■■■ ■■■■■■■■■■■■!■■■■■■■■■■■■ I�riuuu.■■■!■■ ■■■1 ■ ■ ■■ ■!■■ ■ ■ ■11■ ■ ■ ■■■■■■■■■■■ ■1111 ■!■■■ ■11 ■ ■■ ■■ i■■■■■■/■■■■■■■■■■/■■■ 11III MI/[ MINIMUM' 1■ 11■■■■■■ ■■■r■!■■■■■■■ ■■■■■■■ ■■■■■■ ■■ ■ ■■ ■■■■ 11■■■■!■■■■■■■■!■■■■■■ �:� ■ ■ ■ ■■■■ ■ ■ ■■ ■ ■ ■7■■■■■■ ■■■ ■ ■0' ■1111■ ■1111■1111■■ ■/1111■■■■■■■■■■■ ■■!■■■■■■■■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■ 11■■■■■! ■■i■ ■ ■ / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■■ ■■■ ■■■■■■■■■■■■■■■■■■■!■■■■■■■■■■■!■■■■■■■■■■■■■■■■■■ ■■■•■■■ ■■■■/ ■■ ■■! ■■■■■■■■■■■ ■■■ ■■■■■■■■■■■■■■■■!■■■■■■■■■ ■■ ■s ■■■ ■■■■1111 ■■ ■ ■■■ ■■1111■■ ■1111■ ■■ ■■■■ 11■■■■■■■■■■■■!■!■■■■■■■!■■■■■■■■■■■ �1■■■■■■■■ ■■■�■■■11 ■■■■ ■■■■■■■!■w■■■ ■ ■■ ■■■ ■■■■■■■■■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■■■ ■ ■ ■■ ■ ■■: ■ ■■ ■■ ■■!■ rda\■■■ ■■■■■■■■ ■1rw■r1■7 ■■7■[>wC■■IrN■■■ ■■■■■■ !■■■■■■■■■■■■■■ 11■!■■■■■■■■■■■ 11■■■■■■■/%■■■■ \■■■ ■ ■!■LLML1+41 ■N■M ■7■7[7L■L11■ ■1111■ ■11■■■ ■■■/■■■■■■■!■■■■■■■■■■■■■■■■■! I■ i■ ■ ■ ■ni ■ ■ ■■■aN ■■■ ■ ■[7! ■ ■ ■M ■YRt1 ■7117 ■ /La1r1� ■ ■ ■ ■ ■ ■ ■ ■ ■■ !!■■■■■■■■■■■■■■■■■■■■■■■■/■/ iI■■■i E:M!■■■■■■■ a\■■■■t! ■■■eM■P■A ■7 ■3■iia■iP■■■! ■ ■11■■ !■■ ■ ■! ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ti ■11 ■ ■R ■■/!■■■■■■! 1\■■■■ La ■ ■ir■r ■r7■❑ ■n■anampumn■■■■/■■ ■!■■■■■■■ ti■■■■■■/■■■■■■■■/■■ rl/ 11�■■■■■ 11■■■■■■■►,\■■■ ■!a■er■ ■rr,■■u ■■J!a!i ■■ ■■■!■!■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■■■//■■ ■■ ■■■■■■■■■■C!ri. w■■■■■■■■■■■r a\!■ ■aJ ■at• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■!! ■ ■/ ■ ■11 ■ ■ ■ ■■ ■■■■■■ 11 / ■ ■ ■ ■ ■! ■ / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■! ■ ■ ■ ■���i�� 7■■\\ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■11 ■ ■ ■ ■■ ■/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■••a••u• ■■!■::\ ■ ■ ■! ■ ■■■ ■■■■■■■ ■■1111■■■ ■■■■■ ■■■ ■■!■■■■■ i■■■■■■■■■■!■■■11■!■■■■■■■■■■■■■■/■ r1■■■■' I■ \u ■i� ■ ■ ■ ■ ■! ■!i ■i ■ ■ ■ ■7 ■/7 ■ ■ ■ ■ ■ ■■ 11111111111111111111M111111111111111111111111ThIMMEINIMMEMIIIIMMEMINIMMIP ii■■%■■ w 1`\ ■�! ■ ■ ■[Z ■■L ■ ■ ■ ■■!M!7 ■7 ■ ■ ■ ■/■ ■■■■■■■■■■■!■■■■■■■■■■■■■■■■/■■■■■■■■■■■■■ Y ■�!�i / ■wYN ►11t7 ■■■1 ■■L■4!■■ ■■P1 ■7117 ■!■■■■ !■■■■■■■■■■■■■■■■■■■■/■■■■/■■■■■■■■■■■■■■■■■ 11■ ■lwraiwnJP1!! ■37 ■L ■Iw ■N!!11■ ■7117■■■■■■ • • • ••• • • ••• • • • • • • • • • • ••• • • • • • ••••• ••• •• • • •• •• • ••• • j32$417-052 Owner's Notification Form 07 &cmgwR !U! JUL 0 91009 • SECTION 1524 B Y: HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, 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 section_ The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofmg system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the i tri a een explained. i 4 � . Aesthetics-w orkmans hi P :The workmanshi p provisions of Chapter 15 (High Velocity are for the purpose of providing that the roofmg 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 a f the agreement between the owner and the contractor. /l 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be ren =i ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida g Code. (The roof deck is usually concealed prior to removing the existing roof system). 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 roofmg contractor and/or hould notify the occupants of adjacent units of roofmg 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 P.r • I ining this appearance. ,* 471 5. 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 roofmg system. Ponding conditions may not be evident until the original roofln , system is removed_ Ponding conditions should be corrected. p/ b. Overflow scuppers (wall outlets It is required that rainwater flow off so that the roof is not -' • A ' oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ,v �� ,,scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance th quirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing_ je/r7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int Pr of the 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 ar ch tect to eliminate the attic venting, venting sha r r _ • •• • • • : i : :• :::: —mow • Owner's /Agent's Signature ®� ! .i)atg: / Contractor's Signature: Property Address: Permit Nujber: • •• •• • • • • • • • • • ••. • • • • • • •• • •• ••• • ... • • • • • • • • • • • • • ••• • • • • • •• • •• •• •• ••• ••• • • • • 11 1/4 RS 1 5/8 TC 6' on lapsl2"field I i Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Hanson Roof Tile Notice of Acceptance Number: 07- 0914.06 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Pmax1: 6.23 Pmt: 1 5.91 pmax3: 26.78 Maximum Design Pressure (From the NOA Specific System): 45.5 Method of Tile Attachment: Adhesive, medium paddy pohyfoam Roof Slope: 3 :12 Sloped System Description { WOOD 11 layer #30 ASTM IN/A N/A Ridge Ventilation? N/A Self Adhered I Polystick Tu Plus Mean Roof Height 14 Double Roll 13" face 26 ga galvanized • • • : •• ••• •••. • • t • • . .• . • • • .. _ • • • • • • • : : . : " . :: • . • : ••• • • • • • • • • ••• ••• • • • • • • • • • • • ••• • • • ••• • • • • • • • • • 00* • • 0 • OOOOO • • • • •• • •• • • •• • ••• • • • 0410 • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for M with the values from Mr if the Me values are greater than or equal to the Mr values for each area of the roof, then the the attachment method is acceptable. Method 1 " Moment -Based Tile Calculations Per RAS 127" (pi: 45.1 x d 0289 = 13.03 ) - Mg: 6.80 = Mr, 6.23 NOA Mr 45.5 (P2: 78.6 x A 0.289 = 22.71 ) - mg: 6.80 = Met 15.91 NOA M{ 45.5 (P3 :116.2 x 10.289 = 33.58 ) - Mg: 6.80 = Ma 26.78 NOA Mr 45.5 Method 2 "Simplified The Calculations Per Table Below" Required Moment of Resistance (M) From Table Below 322 NOA Mr 45.5 Mr Required Moment Resistance" Mean Roof Height Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 (3:12) (32.2) 34.4 36.0 37.4 39.8 4:12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment-based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift-based tile systems use Method 3. Compared the values for F' with the values for F,, If the F' values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift -Based Tile Calculations Per RAS 127" (P,:_ xI: =_xw:= W:_xcos 0: =Fri: NOAF' _ _)- (P2:_ xl: =_xw:= W:_xcos 0: =Fi: NOA Fl _ _)- (P3:_ xI: 0: =Fi,: NOA F' _ _xw:= _)-W:_xcos Where to Obtain information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineers analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier a, NOA Restoring Moment due to Gravity Mo NOA Attachment Resistance M, NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA • • „ • • • e • Required Uplift Resistance F, Calculated • • • • * • • • • • • • Average Tile Weight W NOA • . ' • • • • • • . • • • • • Tile Dimensions I = length w = width NOA AU calculations must be submitted to the Building Official at the time of permit applcallon. • • • • • ; • • • ••• • • • • • • • • ••• ••• • • • • • • • • • • • ••• • • • ••• • • • • • • • • • 00* • • 0 • OOOOO • • • • •• • •• • • •• • ••• • • • 0410 • MIA M GDAi3E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hanson. Roof Tile 1340 SW 34th Ave Deerfield Beach, FL 33442 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 Au may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Hanson Hacienda Double Roll Roof Tile LABELING: Bach 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 consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Ac bo. f /'�' . • • • • • •• • •• ••• +• •1'O"A•No.:07- 0914.06 Expiration Date: 12/16/12 • Approw•aL pite: 12/06/07 ••• •• • • •• • • • 1 of • • • • • • '• • • • • • • • • • • • ••• • • • • • • •• •• • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • •• ••• • • • ••• • •• •• ••• ••• • •• • ••• • • • • ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tile Concrete SCOPE This renews a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Hanson "Hacienda" Trim Pieces Dimensions Length: 1714" Width: 13" '/z" thick Length: varies Width: varies Varying thickness Specifications TAS 112 TAS 112 Product Description Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications: Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Wood Battens Tile Nails Dimensions Vertical Min. 1 "x 4" Horizontal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" Test Specifications Wood Preservers Institute LP — 2 TAS114 Appendix E Product Description Manufacturer Salt pressure treated Generic or decay resistant (With current NOA) lumber battens Corrosion resistant . screw or smooth Generic shank nails (With cunient NOA) • • • • • • • • • 144,A• No.: 07- 0914.06 • • ••• • Expiration Date: 12/16/12 Approva Date: 12/O6/U7 • • • ; ; l'age 2 of 7 S • •• ••• ••• • •• • • • • • • • ••• • • •• • •• • • • • • • • • • ••• • 410 • • :•: • • • • • •• °•: ∎•• •: • • :� • • Product Dimensions Tile Screws Hurricane Clip & Fasteners #8x 2 Y2' long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Clips Min. 1/2" width Mtn. 0.060" thick Clip Fasteners Min. 8d x 1 IA" 2.2 EVIDENCE SuBmrt IED Test Agency Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. IBA Consultants, Inc. Test Specifications TAS 114 Appendix E TAS 114 Appendix E Test Identifier 7161 -03 7161 -03 7161 -03 P0402 P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 94 -060B 94 -084 25- 7094 -1 25-7094-7 25 -7094-4 Project No. 307025 Test #MDC -76 25- 7183 -1 25- 7183 -2 25-7214-2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations 2381 -249 Product Description Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Corrosion resistant clips with corrosion resistant nails. Test Name/Report Manufacturer Generic (With current NOA) Generic (With current NOA) PA 102 PA 102(A) PA 108 Withdrawal Resistance Testing of screw vs. smooth shank nails PA 108 PA 108 PA 112 PA 101 PA 101 PA 102 PA 102 PA 102 PA 100 PA 102 PA 102 PA 102 PA 102 PA 101 Date Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 July 1994 Aug. 1994 Sept. 1994 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Sep. 1998 Dec. 1998 Aerodynamic Multiplier March 1999 ••. ■.S • •.I`�S•1�2•.. • • •• • •• • • • • ••• • • • •., '• • • • • • • •• •• S. • •• • • • •. • • •• • • • • •• • • • • . • • • • • • ••• •.• • • • • • • • • • • • • • •• •• • • • • • ••. • • • • • • • • .•• ••• 09/20/07 NOA No.: 07-0914.06 • expiration Date: 12/16/12 • pproval Date: 12 /06/07 • • • • ' Page 3or7 • • • -• • • • • • O• •• • • • • 3. LIiVIITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations Table 2: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile Table 1: Aerodynamic Multipliers - A, ft3) 4 ". a 12" Tile Profile 6 "• 12" X (ft3) A, (ft3) Batten Application - Direct Deck Application Hacienda Tile Hanson Hacienda Tile Battens 0.267 0.289 Table 2: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 3": 12" 4 ". a 12" 5 ": 12" 6 "• 12" 7 ": 12" greater Battens or Direct Deck Hanson Hacienda Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.92 6.80 5.82 6.69 5.70 6.55 5.56 6.39 • 5.41 6.22 . • • .. • • •.. • • •• • ••• • • • • •• • • •. • ••• • • .. ▪ ... .• •■ • • • .. NOA No.: 074914.06 Expiration Date: 12 /16/12 • • • • • • • • • • • • • •'Approval Date: 12/06/07 •• • • •• • • • • • • • • • • • • • r • • • Page 4 of 7 • • • • • • • • • • • • • • • • 000 • • • • • • i • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. •• • • • . :• •. ••• • • • • M • Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15132" plywood) Direct Deck (Min. 19/32" plywood) Battens Hanson Hacienda Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4' tile headlap and fasteners are located a min. of 2h" from head of tile. Table 4: Attachment Resistance Expressed as a Moment M (ft-lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. .. •.. • • • • • •• • • • .. • • • • • • S. • • • • •••- •• • • • • • • • • •• ••• •• • • • •• •• • • • • •• • • • • • • • • •• • • • • •• • • ••.• • • NOA No.: 07- 0914.06 Expiration Date: 12/16/12 • • •' ,Approval. Date: 12/06/07 ' ' • • Page 5 of 7 • ••• • • • ••• • • • • ••• • • • • • • • • • • •- • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • •• ••• • • • • • Table 4A: Attachment Resistance Expressed as a Moment - Mt (ft Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Hacienda Tile Polyfoam PolyProTM 86.614 Polyfoam PolyProTM 45.5 4 Large paddy placement of 54grams of PolyProTm. 5 Medium paddy placement of 24yrams of PolyProTM. Table 4B: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) For Mortar Set Systems Tile Profile Tile Application Attachment Resistance Hanson Hacienda Tile Mortar Set' 20.60 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". Hanson HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF 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.: 07- 0914.06 Expiration Date: 12/16/12 • • • • • • • • • • • • • • . • • • • Approval Date: 12/06/07 •• • • •• • • • • • • • Page 6of7 • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• • • • • .•••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • ••• • • • PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE FASTENER HOLES OVERLOCK UNDERLOCK 13` END OF THIS ACCEPTANCE S. • • • • •• • • ••• ••• •• S. • • • • .. • • • • • . • -• • • • . • • • • • • • • • •• • • • •• • • • •. • • S. • • . • • • • • •.• • • • • • • '•• NOA No.: 07- 0914.06 Expiration Date: 12/16/12 • • ,A4proval Date: 12/06/07 • • • • Page 7 of 7 • • • ... • • . • • •. • . iei . •.. • • • 000 0 . • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -290I FAX (305) 375 -2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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 nse of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 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 renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. ••• • • • • • • • • • •• • • • • • • • • • • •• ••• •• • •- :. • • • • • • • •• •• • • • •• • • • • •• •• ••• • • • • •• •• 111Q4 No.: 06- 0201.02 Ftia I a4on Date: 05/10/11 • • • • • • • ApifrpVa1 Date: 04/13/06 • • Page 1of7 ••• • • • • ••• • • • • • • • • • • ••• • • • • • • • 55 • • • • • ••• • • • • ••• • • • • • • • • • •• •• • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® All 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro® AH 160 Foampro® RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED 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 Polypro AHI60 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbsJft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average salnf as determined by accepted ASTM test methods and are subject$6luhMtai damulaotutria g variation. • • ••••• • • • • • • • • • •• ••• •• • •.• •• •• • •• • •• • • • • • • • • • • • • •• • • • • • • • • • • • • 3(4110.: 06- 0201.02 r• Eaplratipu:Date: 05/10/11 • • Aflfrovil Date: 04 /13/06 Page 2 of 7 ••• • • • • • • • ••• • • • • • • • •• •• • • ••. • • • ••• • • • • ••• • • • • • • • • • •• •• • • EVIDENCE SUBMITTED: Test Agency Test Identifier 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 10I 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. Polypro® All 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 Polypro® AH160 roof tile 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` F= • t2' MS •• ••• • • • • • • •• • • ••• •• ••• •• • • • •• • • ••• •••• • • • • • • • •• • •• • • • • S •i •• • • • •NtA!No.:06- 0201.02 ••• • • • • • • • • • • • F�e•Ii artid!1 Date: 05/10/11 • Approval Date: 04 /13/06 Page 3 of 7 •�• • • • • • • • ••• • • • • • • • •■ •• • • ••• • • • ••• • • • • • • • • • • • • • •• •■ ••• • • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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 Polypro® AH160 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 tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by PoIyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 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 Polypro® AH160 has been dispensed. 9. Polypro® AH160 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. Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece. Barrel) #1 17 /side on cap and 34/pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AHI60 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 • • • • . • • • • • • PP g pr perly 4' e?h. • • • installation of this system. • • • • • • • • •.: • • • • • . • •• ••• •• • • '• •.• .• • 00 • • • : . NdA 114.: 56- 0201:02: �E1piira�oi hate: 054t, /11: • 'Approval Date: 0445706 Page 4 of 7 •• • • • • • ••• • • • • • • • • • • • • • • ••• •' • 0 • • • • • • • • • • • 00 •• • • • •. •• 04111 • -• • 000 • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY ....*. • • • 0 • 00 • • • •••••• • • • • • • • • • • • • • • • • ..• • • • • • • • • • • •0 ■•• •• • . •. •• •• • •• • • • • • :: NOLNai 4- 020102: : • • • Expiratien4?atei 05/10/11 • • Approval Date: 04/13/06 • Page 5of7 ■■■ • • • ■ • ■■■ • • • • • • • • • • • • • ••• • • • • *55* • ... • • • • •• ■■ • • •. ••. ■■ ••• • • • •.• •. .` ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • •. • ..:..S• • • • • • •. • • . • • • • •.. •. • • • • .. • .. • . • . • . • .. .. ... :'.:: OF4201•z : • •. Eipiratlbg•D !O5/1Jp61.1 Approval Date: 04 /13/06 Page 6 of 7 •• • • • • • •.. • • • • • • • • • • • • • • • • .. • • • • • • • • • • .. .. • • .. .. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy undertUe single paddy been ti 21a x 7 in. radium alts paddy we catase only .. ••. . . • • • ••. • • • • • • • • • • • •• . • . • • • END OF THIS ACCEPTANCE ..' ..: .. • •• • -•• • • •. :. :No ll.Nos ob -o?A1. txpirationbetesokIt i ' Approval Date: 04/174 • Page 7 of 7 0•• • • •. • -.0. . 0' • • . . . . • • • • • ••0 • • • • • • • • • • • . ... •.. •. ... • • 0 .• •• 4100 • • • 000 0 • MIAM AOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). his NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick MTS, IR Re, TU, TU Plus and TU Polyester 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 bye j nufastur r o, it; distributors and shall be available for inspection at the job site at the reque3t of th4Btailtlirtg OfVcf al, This NOA revises NOA No.07- 1025.10 and consists of pages 1 through 6. • • • • • • • • • • • • The submitted documentation was reviewed by Jorge L. Acebo. • • •. • • . • • • • •. .• • •• • • • •..•..•••0 .. •• ••. 14 ®A1II ®s 0 9.b' Expiration Date: 09/13/11 ... . Appj>a Dat 01/08/09 • • • • • rage1oi.6 • • - • •.• • • • • • • • • • • • • • • .• •. • • • • • -•• .•• 0 • • ••• • • ROOFING COMPONENT APPROVAL Category: Sub- Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Maanlacturing Location #1 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU Polyester Manufacturing Location #3 Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Dimensions Roll: 65'8" x 3'3-3/8" 60 mils thick Test Specification TAS 103 Roll: TAS 103 and 65'8" x 3'3-34" ASTM D 1970 80 mils thick Roll: TAS 103 and 32' 10" x 3'3-3/g" ASTM D 1970 100 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick TAS 103 and ASTM D 1970 TAS 103 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL 3. 150 Lyon Drive, Fernley, NV Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular /sand top surface self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof the underlayment. A non wicking fabric surfaced, self-adhering APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt watezproofmg membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. .. I•• • • ... • • • • • . • • • • .. ..... • • • -... ..- • • ... EVIDENCE SUBMITTED: Test Aaencv Exterior Research & Design, LLC Trinity ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 PRI01111 PUSA- 005 -02 -01 PUSA - 018-02 -01 PUSA - 035 -02 -01 PUSA -033 -02-01 PUSA -055 -02-02 PUSA- 083 -02-01 JX20H7A Test Name/Report Date TAS 103 04/27/01 ASTM D 1970 08/14/01 TAS 103 08/29105 TAS 103 08/29/07 TAS 103 12/04/08 ASTM D 4977 04/08/02 ASTM D 4977 01/31/02 ASTM D 2523 07/14/03 TAS 103 09/29/06 ASTM D 1970 01/12/06 TAS 103 -95 12/10/07 TAS 103 -95 06/30/08 ASTM D 4798 /ASTM G 155 04/01/08 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (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 -%" 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 roil 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 s and • • ••• • • • • humney penetrations in compliance wit$ Roof�►sse�bI� Product Control Notice of Acceptance. • • • • • • • • . • . S . • • • • . 8. All protrusions or drains shall be initially 6" • • •• • •. • • • •' ut7811j+ taped with a 6 piece of uu►derlaymeni. The flashing shall be pressed in place and formed around the protrusion to enwe;tight fit,.A .second . layer of Polystick shall be applied over the underlayment. .. • .. • • •• • • 0 . . . . . • . • • • • • • • • • • • • • • • • I • • •• . • NOA No.: 08- 092903 Expiration Date: 09/13/11 : • A rpralal:Didee DU$S/09: : : : :.. pa 3'of. 6: . .. .. 0 • .. .. 0 .. 0 • • 0 ... • • GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, roof tile systems and quarry slate roof assemblies. IR -Xe, TU, and TU Polyester may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. All Polystick MTS, IR -Xe, TU, TU Polyester and TU Plus (manufactured in Winter Haven, FL Plant) shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Pl us(manufactured In Hazelton, PA Plant) shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the light to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. 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 Polystick IR Xe Polystick TU, TU Plus TU Polyester Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation 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. Polystick MTS shall not be used In direct-to-deck applications. Battens are required for both loading and installation of tiles at all times. 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. 0 a. 0 N N I Roofing Tiles (6 Max. Per Stack) 12 6 �AtWV •• ••• • r • • r• .• • • • • • •• • • • • •• • • • • -s • • • • • •• ••• •• • •. • •• 4. ,,„>>,,,.��«. •• • •• • • '• • • • • • • • • It •• • • •• . •. • •' • • • • • • • • •- • • • • • • • • • • • • • • • • • • NOA No! 08-0929.0.34' Expiration Date: 09/13/11 • • • ttiPPIVv4 natg;, P1108/O • • • Pie of • • • • • • • •- • • • •• •• • • • •• - •• . ••• • •- • ••• • • 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 and TU Polyester may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe, TU, TU Plus and TU Polyester as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU Polyester 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. 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. 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 Iocal 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 `hail area, area pare, 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, Polyglass PG500 MB Flashing Cement, Mule -Hide 24,,1,PPijm„Modified • ; • • Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cent, or:4le`►I�d® i 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in betwee oth� pli�ipoot' e • • lap. The use of mastic between the laps does not apply to Polystick MAP: 5. A maximum of 6 tiles per stack are allowed when loading tile on the t}rlderliymentg „Refer to the. • Polyglass Tile Loading Guidelines. See General Limitations #9 and to. :: :. :: : : • • • • • • • • • • • • • • • • • • • • • • • • • .• • • • I NOA No.:” 08- 0929b3 ` Expiration Date: 09/13/11 • • • ApprowaLDatei •01/88/09. ::•: Pageaof 6: • • • • • • • • •. • • ••. •• • • • IS •• ••• •: • • 450 • •. 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 6 W'/ 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, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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. 13. Polyglass offers a I 0 year Limited Material Warranty on all properly installed Polystick self- adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCI , •.. • • • • • •• • • . • •• • • • • • • . ... • • • • *•S • • • • . • • • •. • •• ..• •• • • • •• .. • •• • • • • • • • • • • • • • • • • • • • • • • •. • • • • •. • • • • • • • • • • • • • 4 • • • • • • • NOA Nd; 08- 0949.03 Expiration Date: 09/13/11 • • • •App=oVl; 0J1O8 /Q9 • • • . •- g6of:6 • • • • • • • • • • • • • •• ••'• • .• •• •• ••• • • • •••.V •