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RF-10-1422RE ROOF FLAT AND TILE Passe;,' �� f Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until • i nspection Number: INSP - 149824 Permit Number: RF -8 -10 -1422 I Inspection Date: October 14, 2010 Inspector: Bruhn, Norman Owner: BAIOFF, ELSIE Job Address: 336 NE 98 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA ROOF TECH CORP Building Department Comments October 15, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Pe rt Inspection Type: 1 Work Classific Phone Number it Type: Roof p Lift Report tion: Tile /Flat cel Number 1132060135700 Phone: 305 -557 -9685 Page 1 of 1 Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: Test Location 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Uplift Pull Test (lour F) 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 Uplift Pull T (Per 11) IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RpsBectfally S V milled By: Vinayagar M. Balakrishnan V . State of Florida Lic # 63107 FLORIDA INTERNA11ONAL ENGINEERING & TESTING LAB INSIGIWONNOVATION* ENITEGRATION SITE SPECIFIC INFORMATION d L ��,Q 18 / , $ 0,4 ROwner' ame • *461A) ?" 24' , t r E C G Permit # ID ' M Date • 49 " / - /O & pi- f 41/ q - d-" 4 7 Approx. Height / Floor: • Scaffolds: Ladder: / Slope: Height ,,, / Test date. 1m- 8 -f 7 P Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument 336 A E 9 8 Sr: /0 -r- /A 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 TEST RESULTS P = PASS, F = FAIL Job Address: 3 36 Aix" 90 s-r, t .,mi Contractor: TIP P-.4b 4 €: F Other: Sketch of Roof ■1111111MIMM lM111111111111iIlllllllllll ■ ■!!l■ 11111111111fIMMEIRIRIIlIIRIuMII 1!11•11111111111 l•llllllllllllllllll1011il ■1111 1111l •lltlllll1lllllllllll11111111111 ■ ■111111 111 111111.111111111111111111111 11111111111MIIIIIIIMMINCriGTANEWLVAIRMINIMIIIMIll ■ llll t111111M1lllllllrlllllIIMMI 11111■ ■ 1111111 ■111MI1111E11111111111 1NIMMII■ ii i �iMEME i ii��iMEMENEMEME 11111llhlll rc1t 111111■1l■llllilllttlttt1117■ 1111 111111 1111 1MIERRU'B111111i 1MMEOPHIM ■111111w11n1111111111111111N EMMIl/llll ■lltlLl iltllll�lllnllt/r 1[(11: ■11�1111�!ll�il ■ 111 1111LV/11lltllllil /.rlli1llliaalllaI. J l ■111■1111111111 0111111151■llll 'llllllUl ■ 111■ 111 1111usavAlilimlllulamllnl111111a 1111 1111 62ti t■liZWAlll %\!lllttttL MA ■1111101 ummumEiallii liliNNIMI ■!!1lllllltu■ ■11111t11111i11111I MUM 111111111111111111111M ■ 1111111 /11111111111111Ld1 *UN 111111111111!1111 111111 11511111 ■lli1iili.spir ■;1l11111►1111l1 ■1111111111=11� =1211:11',11 crazivanc[Is,.a srsi 111 111111 11111111111111111111!lltl$lt1l1■ l 1111■ 11l 1111IUUIIIIlllllll llllllUllll111■ lll• UIIUI Utj11IIIIIIIIIIIIIIUIIUIIIIIIUI Scheduled Inspection Date: October 22, 2010 Inspector: Bruhn, Norman Owner: BAIOFF, ELSIE Job Address: 336 NE 98 Street Project: <NONE> Contractor: FLORIDA ROOF TECH CORP Building Department Comments October 21, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 152491 Permit Number: RF -8 -10 -1422 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060135700 Phone: 305 - 557 -9685 RE ROOF FLAT AND TILE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 152454. CREATED AS REINSPECTION FOR INSP- 152316. CREATED AS REINSPECTION FOR INSP- 149825. Provide renal! aff NB CANCELLED BY DWEN GONZALEZ cancelled by dwen gonzalez 10/21/10 ec/ Page 7of9 RE: Permit # -IV t INSPECTION AFFIDAVIT, 1 audeataLc,_ as a (n) Contractor / Engineer / Architect, On or about Signature State of Florida County of Dade: Revised on 5/21/2009 (Print name and circle License Type) License #: 6e c A ( 2 (Date & time) Secondary water barrier work at 330 e- e g M iami Shores Village Building Department FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 10( (( /?c /O , I did personally inspect the roof deck nailing and (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual ( -se 53.844 F.S) 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 Notary Public, Sate of Florida at Large day of s� o`p'aY P ue‘ , CARLOS ALBERTO CASAS *t „ % * MY COMMISSION # DD 907685 ::.F. OF n FLT EXPIRES: November 15, 2013 P ' 4 . 0 - . R. Bonded TtwBudget Notary Services *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 # dearly shown marked on the deck fat -each inspection \\\\''' BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electric Owner's Name (Fee Simple Titleholder) Owner's Address /x ,336' i� City PI � ( St2 State Tenant/Lessee Name Job Address (where the work is being done) Value of Work For this Permit $ 6 Type of Work: DAddition flAlterafion Describe Work: l c c Submittal (� Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 City Miami Shores Village County FOLIO / PARCEL # I 3 G - 0/3'5300 Is Building Historically Designated YES NO t Permit Fee $ Contractor's Company Name -ROM A- Contrac 's Address � a VV -70 5 City ki1 - - State Qualifier Name A d eli L Pr- ° State Certificate or Registration No._0404.32 -7 f S 0k-- Vi i= ' 4 Ut t, f\ ( ; ..� *****• * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** *F *** * * * * * * * * * * * * *. * * * * ** Permit No. 1 2∎ Master Permit No. Plumbing Mechanical Phone # ✓'bstf (07'isi Zip "3/3* Phone # Miami -Dade Zip 33133 Training/Education Fee $ Radon $ DPBR $ Code Enforcement $ Double Fee $ Total Fee Now Due $ L Roofmg . AZ �J � //�� Phone # � 7 0 Zip 'X /4 Phone # J05 '"?- RIganCli 4(1( 0 h 201 .. BY:...............:....... Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: DNew 0 Repair CCF $ * * * * * * * * * * * * * * ** See Reverse side 0 Demolition * ** CO /CC Technology Fee $ Zoning $ 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, FUR ?A E$, BOILE2 .S, HEATERS, TANKS an4 A 0 DMONERS, ETC OWNER'S AFFIDAVIT:. I certify tbkat all the foregoing information is accurate and that all Work wi dope m eotnpliance with all applicable laws regulating construction acid zoitui7ig. ±,g,�":: q h, .., "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 AWccIRNEY . BEFQ,E RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with.an: es'timdted exc nn $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brobhure 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 whicji, occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection wile of be ajprovec and a reitpection fee will be charged Signature The foregoing Sign: Print: My Commission Expires: Own r Agent ent was acknowledged before me this � „ce Bonded Thru Budget Notary Services APPLICATION APPROVED BY: ••• CARLOS ALBERTO CASAS EXPIRES: November 15, 2013 Signature • Contractor The foregoing j t invent was acknowledged before me this ` co day of �} 1>�� :' , 20 td , by t kh pAc `C.. , 4 iday of , tNI—ri ° " , 2010 , by J 24 - 1 0‘1' J who is ersonall known to me or who has roduced et) L ' who is personally known to me or who has produced P Y P P Y P As identification and who did take an oath. as identification and who did take an oath. NOTARY :j: IC: NOTARY PUBLIC: t : O:% Commission Expires: CARLOS ALBERTO CASAS 4Pv cc1MMISSION 8 DD 907685 EXPIRES: November 15, 2013 `P4 � oe�O P Baled TMu Budget Notary Service 1W PVB * *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer KNOW ALL PERSONS BY THESE PRESENTS: That I, ELSIE BAIOFF, of Miami -Dade County, Florida, have made, constituted and appointed, and by these presents do make, constitute and appoint JOHN SAYPACK my true and lawful attorney for me and in my name, place and stead to act in my behalf including, but not necessarily limited to the powers as more fully set forth herein: To demand, collect, recover, sue for, receive and give receipt and due discharge for any monies, debts, dividends, interest or any other property of any sort, real or personal, now or hereafter due or becoming due to me, or to which I may be or hereafter become entitled; To execute in my name checks and drafts and to draw upon my funds on deposit with any bank or trust company or other financial institution, and to use such sums for the payment of my personal and living expenses, household expenses, expenses of medical care, obligations owed by me, business expenses, taxes and expenses relating to the upkeep and maintenance of any real estate that I may own; To receive all payments and checks payable to me or to my order, including withoOt limitation insurance, interest, dividend, social security, rental, royalty, trust, disability, annuity, or pension checks; to endorse the same in my name; and to deposit the same in financial institutions and to draw upon such deposits by check or draft for the above - mentioned purposes; To enter any safe deposit box to which thereof; To withdraw funds from savings and loan associations and to purchase and r investments therein for the above - mentioned purposes: To sell, lease or exchange any or all of my personal property, including stocks, bonds, option contracts, shares of mutual funds and investment funds and trusts and any other securities, and any real property in which I may have any interest, at public or private sale, without any liability on the part of any purchaser to see to the application of the proceeds thereof; To invest and reinvest in any stocks, bonds, or any other securities, or any other property, real or personal; To borrow money on my behalf and to secure the same by mortgage, pledge or other form of security to or upon any part of my property, real or personal; To represent me and vote in my name at any and all corporate or other meetings, and to give to any person or persons general or special proxies, discretionary or not, to vote in my name at such meetings; To endorse for transfer all certificates of stock, bonds or other securities and to execute, sign, acknowledge and deliver in my name any deeds, bills of sale, or other instruments of transfer or conveyance, or any other instruments under seal or otherwise, in connection with the powers granted hereunder; To execute in my name and in my behalf federal state, county, and city tax returns and forms, protects, refund claims, waivers and consents and applications for exemption from taxation under applicable laws, and to appear in my behalf before any such taxing authorities; 1 further give and grant unto said attorney full power and authority. a and every act and thing whatsoever requisite and necessary in con e,,.,.. exercise of theaforementioned powers as fully, to all intents and purposes, could do if personally present and so acting, and 1 hereby ratify and confirm a attorney shall lawfully do or cause to be done by virtue hereof. Any person dealing with my said attorney shall accept an executed instrument or a certified copy hereof as evidence of the authority of my said any such person shall have no duty to make any further inquiry into the a authority attorney, nor shall any such person have any duty to inquire into the purposes for any sales of property are made or any funds withdrawn or any checks or drafts written presented, nor shall any such person be responsible for the application of any money a property paid or transferred to my said attorney. My said attorney shall keep and upon request render to me a full and true accounfing of all receipts and disbursements made pursuant to the powers hereingranti_ It is my intention that this Power of Attorney shall be a Durable Power of Ajt as_described, in Section 709.08 of the Florida Statutes, and shall; not he aff 1 subsequent disability except as provided by statute. IN WITNESS WHEREOF, I have hereunto set my hand and seal this 25 ' clay 94/ , 2009. Signed seated and delivered in our presence: STATE OF FLORIDA ) COUNTY OF MIAMI -DADE ) BE IT KNOWN that on the 1 day of Public in and for the State of Florida, duly comm ssioned and appeared ELSIE BAI FF, who executed the within Durable produced r PL as identification', Power of Attorney to be her act and deed. ELSIE BAIOFF A SPECIMEN OF MY ATTORNEY'S SIGNATURE: IN TESTIMONY WHEREOF, I have hereunto subscribed my name and seal of office the day and year last above written. My Commission Expires: y NO 11 r' ' State of FL RID , m a swo personabefore e, Notary ily came and Power of Attorney, and who and actin the within �o t 0 . �`:»&�i,�, GHR1 TQPHERP.KELLEY * MYCOlON #DD750754 EXPIRES: May 21, 2012 Bonded Thu BOVA NOySal Large NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO0 \ V I4 • TAX FOLIO NO. /i ►` 3( - 00 -4/3 5 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: co eG ®`J o %t MO. MM Cabe% 4 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, tl,eyrf is provided in this Notice of Commencement. 1 HEREBY CERTIFY that Os le original tiled in this j.x or 1. Legal description of prope 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: _ p, Amount of bond $ �J 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: 4 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor'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 LEN OR AN'ATTORN BEFOR CO MENCING' ARK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signat e ) of • � � er(s) or By 123.01- PAGE 3 11/07 N1 D 20 `lam and s reet/address: 53 / &' 53 + 2 rag S - iF1I� ; 111111111111111111111111111111111111111111111 Signatures) of By Print Name Title/Office OF FLORIDA COUNTY OF MIAMI -DADE The for �,' gig twas •c By 1:1 Individually, or ❑ as ID Personally known, or produced the following type of ident Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foreg ', and that the facts stated in it are true, to the best of my knowledge and belief. Cr true,' J ° y of the l /of f . , er(s) o, Owner(s)' thorized Officer/Director/Partner/Manager % Prepared By / 17iw1, i / Print Name Title/Office CFN 2O1CRO538349 OR &k 27382 Ps 23201 (ips) RECORDED 08/10/2010 11 :57:12 HARVEY RUVIN, CLERK OF COURT I1IAIII -DADE COUNTY? FLORIDA LAST PAGE o !edged before me this 4D day of . - e° 41r ? CARL08AIBERTO CASAS MYGOMMISSION 9 98 907635 EXPIRES: November A2013 � OFV P *' Wed Ti@a Budget May Services er(s)'s Authorized Officer/Director/Partner/Manager who signed above: recording office By Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,182 Lot Size: 11,500 SQ FT Year Built: 1927 $50,500/ 869,040 1 53 41 6 53 42 MIAMI City: SHORES SEC 1 AMD Legal PB 10-70 LOT 7 & 8 BLK Description: 42 LOT SIZE 100.000 X 115 COC 25981 -0418 09 2007 5 OR 25981 -0418 0907 01 Year 2009 2008 336 NE 98 ST Applied Applied Taxing Authority: Exemption/ axa e Exemption/ axa e 336NE98STMIAMI Value: Value: Regional: $50,500/ $69,040 $50,500/ $68,921 County: $50,500/ 869,040 $50,500/ $68,921 City: $50,500/ $69,040 $50,500/ $68,921 School Board: $25,500/ $94,040 $25,500/ $93,921 Folio No.: 11- 3206-013 -5700 Property: 336 NE 98 ST Mailing ELSIE BAIOFF LE Address: REM JOHN SAYPACK $131,917 336NE98STMIAMI $306,583 SHORES FL Assessed Value: 33138 -2410 Year. 2009 2008 Land Value: $196,144 $371,731 Building Value: $110,439 $131,917 Market Value: $306,583 $503,648 Assessed Value: $119,540 $119,421 Miami -Dade My Home My Home mi'c` !'i'ttclad€. $ ov Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Eg Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Year. Homestead: end Homestead: Dlsabi itv: 2009 $25,000 YES $500 2008 825,000 YES $500 Taxable Value Information: Sala Infnrmatinn• Aerial Photography - 2009 http: / /gisims2. miamidade.gov /myhome /propmap.asp Web Site © 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 0 112 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Property Boundary Selected Property Street Page 1 of 2 Legend Highway Miami -Dade County Water 8/10/2010 li h 7 #: '10- l421 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT „/ ' ®7d SUBJEC +/O CCMPIJANCE WITH ALL FEDERAL STATE AND er. UN,Y RULES AND REGULATIONS is I I j i::i;',•,..ic�,: i ;trrri�.: r1._ a:1;. llnilc - ------ ___. - -- - ' - - .1 I'l_L,. i .. : it! . 't_t _. Ir 1. II\'STRUC T IOttt PAGE o cr THE frECCSS�:. , ' SECTIONS C _I MPLET r Or:r; AND ATTACH OF TliE U;.'IFOR , ": T.iw Ron , - UIRED DOCUMENTS AS NOTf=f q: l,6V: :oof System Low SI; • ;c h i I plication Required Sections of.th Permit Application Form 1 A.G,C Proscriptive BUR f :! r 1 cr I f" - [1.2 :.: , y . ATTACHMENTS REQUIRE[) 1. Fire Director,- Listing Pace 2 . From the f:iiarni -Dade County Notice of Acceptance NOA Cover Sheet NOA Specific System Description F NOA Specific System Limitations ' NOA General Limitations P Applicable Detail Dra\•: ings Page 1 • • • • • •• • Attac1i Sep List. 1,2.3,4, • 4 ,5.E ,! • ••• 3. Design Calculations per of Acceptances Cr if applicable, RAS 127 or RAS 128 4 • Other Component Notice of Acceptato nces 5. Municipal Permit Application • G. Owners Notification for Roofing Considerations (Appendix " F" Form R - fr Repairs Only Calcul 7. Any Required Roof Testing ) � oofing or ation Documentation r F At1y other additional data reasonably required by the Building Official to determine the integrity of the roofing system. • • • • • • • • •••• • • • • • • • Revised on 5/21/2009 M iami Shores Village Building Department 10050 N.E.2nd Avenue 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 EYLSTING SITE . • • • BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES • • • • •' • • • • • • •. • Notary Public, Sate of Florida at Large PERSUANT TO SECTION 553.844 F.S. het S s'1 f .—lc. C 071.6, 4-0-3) • • •. •. •• • • •• • • • •• • •••• • • • • Dale: /131 (54.4-42/0 • • • • • .. • • •... • • To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: T J +i'1 a 141/P C—k , Property Address: '316 fL ' 1 ST , 11 A u. I. , _c �� Roofng Permit Number: Dear Building Official: I jolA 4yaeek certify that I am not required to retrofit the roof to wall connections of my building because: Ya he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad orem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) J4 ? Signature Print Name • • • • • State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the ofiner for the above property mentioned. ,, Swom to and subscribed before me this day of i'"-- /V» CARLOS ALBERTO CASKS * MY COMMISSION # DD 907685 EXPIRES: November 15, 2013 'OFF' ° Bonded Thru Budget Notary Services • When the just valuation of the structure for pure of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. • • • • •• SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTiFiCATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it Is t;, responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain 'to tine cv:ner 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 roofing system installation . Additionally, the following items should be addressed as part of the agreement between the owns and th"e contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) re for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance .standards. Aesthetics (appearance) issues are not a consideration with respecUe provisions. Aesthetic issues such as color or architectural appearance, that are net pae of a ApirkgCode, eeelJiL1. dressed•as part of the agreement between the owner and the contractor. '••' ; •• • .' • • • •• •• •- •••i•• 2. Renailing Wood Decks: Wnen repiacina.roofing, the'existing wood roe4e4el� may hav tb be reriaited. accordance with the current provisions of Chapter 16 (High Velocity Hurricane mss) of the.I rida B�Aditit . ode ( on The roof deck is usually concealed prior to removing the'existing roof syste1'i ). ••• • •. ; ;; • 3. Common Roofs: Common roofs are those which have no visible . dgtielwtton betefgo•neighppjia4. . nits (i.e. townhouses, condominiums, etc.). in buildings with common roofs, the r:c firacontractot and /or owrl& 'should notify the occupants of adjacent units of roofing work to be performed. ' • • • • • • • • 4. Exposed Ceilings: Exposed, open beam ceilings are where the undet5ic�r' of the rog�clf /ay be: wed from below. The owner may wish to maintain the architectural appearance, thereka nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the cp''o 1 of maintaining this appearance. 5..Ponding Water: The current roof system andtor deck of the building may not draiti well and may use 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 tire life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roo in system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): it is required that rainwater flow off so that the roof is not erioaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (waif outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida.Building Code, Plumbing. / 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of t e tructural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be `beneficial to consider additional venting which can result in extending the service fife of the roof. !l''.' /Agent's ature 3V, a QdGT Property Address Permit Number Rev 1/20/2005,Computer Services, Building Department d ?3 /® le /2-c7/° (' Date Contracto s ature f • High Velocity Hurricane Zone Uniform Roofing Pertnit A f)plication Form mit.r.,1•nAni: COUNTY CUILDING DEPARTMENT ELECTRONIC APPI. ICA 'NON Master Permit No Contractor's Name: opii(5,6 -lila • 11 Low Slop. I- Asphaltic Shingles Prescripti'.-e EILIR-RAS 150 Section A (General Information) Process No. Job Address: Roof Category I- Mechanically Fastened Til I Metal Panel/Shingles Other: Page 2 • • • • •• • • • • • •• • • •• : : •• • •• • Kmorta•-*.nesive. Set Tii I- veeti,ipgres/sitt' ' • ••••• • •••• •••• • • • • • • • • • Roof Type • • • • • • • • • • flew Roof iRe-Roofing I Recovering E Repair E Maintentce • „ • • • . • • • • • • • Are there Gas Vent S 1 tacks located on the roof? Yes 17( If yes. v..hat tipe Natura i_pGx •••• Roof System Information Low slope roof area (ft-2) Steep Sloped area (ft 2 ) 1 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. Perimeter Width (a): 1 Corner Size (a' x al: Totaf (f1. • • • • • • • • • • T i - i OPA-111 -ill lin I 114.1:1 : I ' . ■ • Ili•InninmEnommmuninnwintimmunfinminmniniinannum— inn ••••••••••binumnawn• 1111, 111ERIIIME1•11 IIMI II IR IMing i 11111111■111111111MIIIIMMImp INM1111.111.11 AIL 1111111111111111111M KIIIR111111111111 UM 1, AMR -----1— on••••••••• Ells1••••• noon a rilia ma 111111111.111111111111111111111unnonnummonnu n ens n non ...znvedn• nil Ns Mum linillillanlitileill"1111"mil nionnumncomi m m .. mmm mommilmmonammummilm mmmmmmmm lommailIMMUM1 wennanavvann nnnanss••••■•••••■••••••••••••■•••••••nnowninnal ••••••••••••••••••••••••••• ••••••••Rmn•••••••••••••na num lairallialli InallprILINEIRMIIIMIPI- ,„ --4-4 i anonsusinsimos non • nue man • Is -427 -7,-- , 11111n111111111111111111 9111111111110111111111111111111111111111Sil ,, , • ammaimmammulliamimmumumnummonmin..- 11PW_Ainnmammainsomminon mrsosivimmirANC,IIII11111191Wi IIIII IIMIIEMMI1111,0mr1111111W",M111 m SI"' MIlroad'tk' IllainiAltagiBilliMil !. : BilliPMII ! . • 1-4- , IRE • 111111pFppla j 11111111111101111ar FE IlIl , 161 0N11111 111111 , -in:2r : fra"'"i1J I I il i -- 1 - ' . III 'ISO V " ms. - -1 ii4 - ill its Alli immumew ...niman. a I v.mrai aPP • • • • • • • • • Florida Building Code Edition 2004 Hch- Velocity Hurricane Zone Uniform fermi: Apphca:ion Form. Section C (Low SlopeA,7plicationl Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System f. Manufacturer. Gl: Product Approval No.: ?� ZLq _ 6 Design Wind Pressures. From RAS 128 or Calculations: Pmax1- 4 t•2 Pmax2 : Pmax3: 124. Max. Design Pressure. from the specific Product Approval system: 52- S Deck: Type: Gauge;Thickness: Slope: �& tN l2 Anchor /Base Sheet & No. of Ply(s): R-`1 63 “KAS Anchor /Base Sheet Fastener /Bonding Material: % t t.t" (L, s -s l+A+4k- f. ) F4L Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): Z PLY (fAkrtAS T`(PE 4 PIy Sheet Fastener /Bonding Material: 1.1 ASP 4A-u' - r y p e_ Top Ply: C-fs -O s} acT Top Ply Fastener /Bonding Material: k1o RSP ,r y(` T] FLORIDA BUILDING CODE — BUILDING Surfacing: Fastener Spacing for Anchor!Base Sheet Attachment: Field: " oc Lap. r Rows c= " oc Perimeter: tv " oc @ Lap: Flews ? C • • • %• .. oc • • • • • Corner: 6 oc @ Lap, 4 Rov!•s '7• C i oc • •••• •••• Number of Fasteners Per Ift,ujiten Boa��fy, Field Illustrate Components Ndted ant Deta=l ,aj Applicable: • • • • Woodblocking. Gutter, Edge Te.lhind'iion, Continuous Clear. Cant Stria. Base Flashingfte)tnier. Flashinv. Copnc. Etc. indicate: Mean Roof Height, Parapet Height. Helgnt of Base Flashing, Component Material, Material Thickness. Fastene! Type, Fastener Spacing Q' Submit , v, q J , ∎ qq $�X - �� • -- -.- • - Perimetar• •• • --a o.ner - — •; • • Cfrivi,oup a • • W>i s''epM $ anyrlc d (`/ g Parapet Height Mean Roof Height 15.33 Roof System Manufacturer: N, m ' o . . , Notice of Acceptance Number: i g Ow , o Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)1 ^ 1H 6 1 P2: .� 9y p3: �." /t& U 4-- PP Maximum Design Pressure (From the Product Approval Specific System): - Ft/ Slope: : 12 I Ridge Ventilation? � — Mean Roof Height: 13r 111 Steep Sloped Roof System Description \ Deck Type: LJ00p \\ Type Underlayment: i k' A-STt4 3 f''IEE,A�ktJ l GA<.u{ cAmr440 \ Insulation: 6 -- \ Fire Barrier: — o \. Fastener Type & Spacing: , Adhesive Type: Type Cap Sheet: \ Roof Covering: \ Type & Size Drip \ Edge: 6" be 141PS 1 V 4.1 Q-h ?6c- 4I f c t2• ac. Frik0 140-1- AJSPuT 1Pc,4 T U p f+ I US 26 g4.1a0.( 15.34 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) FLORIDA BUILDING CODE — BUILDING Where to Obtain Information Mean Roof Height -i . Roof Slope + Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table tor by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site 39.7 Roof Slope 9 Job Site 34.4 Aerodynamic Multiplier ). Product Approval i Re Lorin Moment due to Gravity M Product A u. royal 35.1 Attachment Resistant M Product Approval 30.1 Required Moment Resistance M. Calculated 6:12 Minimum Attachment Resistance P Product Approval 30.5 Required Uplift Resistance F, W ` Calculated Product Approval 25.9 Average Tile Weight Tile Dimensions i¢ length u width Product Approval All calculations must be submitted to the Building Official at the time donna application. M Required Moment Resistance* Mean Roof Height -i . 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 32.2 33.6 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 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 M If the M values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.' �_ Methnrl 1 "Moment Based Tile Calculations Per RAS 127" (P °' 7 J, ix x� Y = I3- I - Nit _ �� = m e5 Product Approval M, I 0 (P_-t• xx I - NI � 5 ® , /'1 _ = M�• ,, Product Approval NI,I0f 6 (Ps. ° x., Z = '_Z,2 �J' 3 - ' �'Ir Y Ig .N1, a 4 Product Approval NI, (QI Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below Product Approval M *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 F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P :x l: =x w:= )- W :x cos B :• _ = F (P.: _ s I: = ` x w: = ) - W: x cos 6: _ = Fr=: (P4 :Xi: =x w:= ) -W: xcos : _ = F HIGH - VELOCITY HURRICANE ZONES Product Approval F' Product Approval F' Product Approval F' M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tejas Borjas S.A. Ctra. LLiria Pedralba Km3 46.160 LLiria Spain 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 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 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, including the High Velocity Hurricane Zone in the Florida Building Code. DESCRIPTION: Mission 50 Clay Barrel Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA # 06- 0530.05 and consists of pages 1 through 6. The submitted documentation was reviewed by Ale Tigera. / 1!� /r" NOA No.: 08- 0630.03 Expiration Date: 05/22/13 Approval Date: 07/31/08 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: Roofing 07320 Roofing Tiles Clay Wood 1. SCOPE This revises a new roofing system using "Mission 50 Clay Barrel Roof Tile" as manufactured by Tejas Borjas, S.A. in Valencia, Spain and distributed by Tejas Borja USA as described in Section 2 of 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 I27 using 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 Dimensions Specifications Mission 50 Clay Barrel Roof Tile Trim Pieces L = 20" W = 8" Thickness = .5" ASTM C1167 1= varies ASTM C1167 w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies MTCI- 001 -02 -01 Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix III Redland Technologies 7161 -03 Appendix II Redland Technologies PO402 Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P09647 -01 MIAMIDADE COUNTY APPROVED Product Description High profile, two - piece, tapered clay roof tile. For mortar set, adhesive set, direct deck or nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report ASTM C 1167 Static Uplift Testing PA 102 Static Uplift Testing PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Date Jan. 2006 Dec. 1991 Dec. 1991 Dec. 1991 Sept. 1993 Aug. 1994 Aug. 1994 NOA No.: 08- 0630.03 Expiration Date: 05/22/13 Approval Date: 07/31/08 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 94 -084 Static Uplift Testing PA 101 (Mortar Set) 25- 7094 -(2, 5, & 8) Static Uplift Testing PA 102 25- 7183 -(5 thru 6) Static Uplift Testing PA 102 25- 7214 -(1, 5 , & 8) Static Uplift Testing PA 102 25- 7487 -2 Static Uplift Testing PA 102 25- 7496 -(1 & 4) Static Uplift Testing PA 102 25- 7804 -6 Static Uplift Testing PA 102 520109 -1 Static Uplift Testing 520111 -4 PA 101 520191 -1 Static Uplift Testing PA 101 Calculations Aerodynamic Multiplier Calculations Restoring Moments Due to Gravity May 1994 Oct. 1994 Feb. 1995 March, 1995 Dec. 1995 Dec. 1995 Sep. 1996 Dec. 1998 March 1999 Mar 2006 Mar 2006 NOA No.: 08-0630.03 Expiration Date: 05/22/13 Approval Date: 07/31/08 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Mission 50 Clay Barrel Tile 2 -10d Ring Shank Nails 28.6 41.2 N/A 1 -10d Smooth or Screw Shank Nail 5.1 6.8 N/A 2 -10d Smooth or Screw Shank Nails 6.9 9.2 N/A 1 #8 Screw 20.7 20.7 N/A 2 #8 Screw 43.2 43.2 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 N/A 2 -1Od Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 N/A 2 -10d Ring Shank Nails' 33.1 48.1 N/A 1. Installation with a 3" tile headlap and fastemers are located a min. of 2W from head of tile. Table 3: Restoring Moments due to Gravity - M (ft -lb Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" Greater than 7 ":12" Mission 50 Clay Barrel Tile Battens Direct Deck Battens irect eck attens Direct Deck Battens Direct Deck Battens Direct Deck N/A 4.26 N/A 4.18 N/A 4.09 N/A 3.98 N/A 3.86 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Mission 50 Clay Barrel Tile 5.8 1.67 .67 4. INSTALLATION 4.1 Mission 50 Clay Barrel. 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 MANMADE COUNTY APPROVED NOA No.: 08- 0630.03 Expiration Date: 05/22/13 Approval Date: 07/31/08 Page 4 of 6 Table 2: Aerodynamic Multipliers - A (fe) Tile Profile A (ft Batten Application A (ft D rec Deck App cation Mission 50 Clay Barrel Tile N/A .289 4. INSTALLATION 4.1 Mission 50 Clay Barrel. 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 MANMADE COUNTY APPROVED NOA No.: 08- 0630.03 Expiration Date: 05/22/13 Approval Date: 07/31/08 Page 4 of 6 Table 5A: Attachment Resistance Expressed as a Moment - M (ft -ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Mission 50 Clay Barrel Tile PolyPro 101.8 2 Large paddy placement of 35 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Mission 50 Clay Barrel Tile Mortar Set 69.3 3 Tile -Tite Roof Tile Mortar. 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MIANI -DADE COUNTY APPROVED TE 3 MISSION 50 CLAY BARREL TILE LABEL (LOCATED UNDERNEATH TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 08- 0630.03 Expiration Date: 05/22/13 Approval Date: 07/31/08 Page 5 of 6 MIAMI•DADE COUNTY APPROVED PROFILE DRAWING MISSION 50 CLAY BARREL TILE END OF THIS ACCEPTANCE NOA No.: 08- 0630.03 Expiration Date: 05/22/13 Approval Date: 07/31/08 Page 6 of 6 MIA M I DADS BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (321).3.75-2908 • • • ▪ � • • •• • •• • • • • • • • • ▪ .•.• .•.. SCOPE: . .. This NOA is being issued under the applicable rules and regulations governing the use ofco ni The documentation submitted has been reviewed by the BCCO and accepted by the Buildtig fltzttie and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Kg,v4g Jurisdiction (AHJ). • • • • .. • • .... . • • • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade Countyf anu/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. 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. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • • • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane .. . • • • • • This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. as deseribedWn Section,2 of this Notice of Acceptance. For the locations where the design pressure requirement, s determigabby, applicable building code, does not exceed the design pressure values obtained by calcultnedis in •••• compliance with Roofing Application Standard RAS 127, for use with approved flat,1'oS'al'1 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 doQble•p$tty syitems. SCOPE: PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Speciflcations N/A TAS 101 Polypro® AH160 Foampro® RTF 1000 ProPackO 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • • • .• • 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 AH160 roof tile adhesive. Results 1.6 lbs. /ft 3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% • • • . • Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 W Test Name/Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 Date 04/08/94.... • 12/16/96...' � ••• ;0/25/25•.• .. • 11/02/95 • • •••• •.. Q2/01//4 . •: • • • •• •• •••• • 1 • b4/30/93 • • • • •• 11/16/94•••„ 01/16/95 • 03/14/96 10/23/98 12/28/98 • 03/02/99 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 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. / ` t2; F'= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 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 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 andthe. corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment'wwtli.' the use of Polypro® A11160 shall provide sufficient attachment resistance, expressed, as an Vit. • . based system, to meet or exceed the uplift resistance determined in compliance dtitti Miami -Dade • County Roofing Application Standards RAS 127. The adhesive attachment data'fs'M18d in the r8of tile assembly NOA • 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accg da i g with. • • Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro®Alp0 Oper?ttgg • Instruction and Maintenance Booklet. • 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and lioensedby Polyfoam • Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicatorrto t authority • having jurisdiction. • • • •••• • • • 5. Calibration of the Foampro® dispensing equipment is required before application of any adhe§M • 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. LABELING: All Polypro® AH160 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • • • • •••• •••• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nail through plastic Underlayment Nall through plastic cement 1) Place enough Mesta Madden 17 to 29 2 square inches in contact with the pantile 2) Tam covers upside down. Place adhesive lnIn. / o u t s i d e c o v e r Then install the tile. top portion of the eave coma coverlila. Abut tosecoxd course of pen tiles. Ensure cave end of pan and cover tiles are flash at eave fine. Eave cicswe (mortar shown) Weephote Fascia Paddy (Beneath Ind •••••• • •••• • • • • •• • • • • •••• •• • • • • ••• • Nag through plastic cement Optkmai Pdnt-up Mortar on edges longitudinal t!e NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 • • • • • • • • • • • • • • • • WeeplE0 Eave doswe IMP orts ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • .. • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 Nail through plastic cement l in. x3in. Single paddy on underlayment S�lI� Paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Coane Singlspaday under tile. • • •Single paddy wen tile • • 2 ina j .medium • • • ste dd eve • cou Single paddy between tile Eave Closure 21n. x 7 in. medium size F paddy save course only END OF THIS ACCEPTANCE •. • • • • • • •••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 • • • •••• • • •• •• • • • • • • • M1AMI•DADE 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 us'eofConstru • • materials. The documentation submitted has been reviewed by Miami -Dade County 1=rodiic: Control • Division and accepted by the Board of Rules and Appeals (BORA) to be used in Mia4ni D Cognity. 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 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 P, Basik, IR/IRX, TU, TU Plus, TU Polyester and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throu The submitted documentation was reviewed by Jorge L. Acebo. APPROVED( • • . • •• • • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 • • • • • • • .• • • • ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Dimensions Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'3 60 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32' 10" x 3'3- 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32'10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3- 80 mils thick Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Specification ASTM D 1970 ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 TAS 103 and ASTM D 1970 • • • • • •. • Prodaet••• . .•. • • .• • • • • . • • • • Desc 8 . •S A polyethylene top surfacq,M- adhering+ 5 polymer modified biturninoiusbeet material for use as an underlayment in:sloped roof assemblies Designed as an ice & rain piejel A homogeneous, rubberized asphalt • ' • • waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. 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 tile 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 waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. A non - wicking fabric surfaced, self - adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Exterior Research & Design, LLC #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 Trinity I ERD #P5110.08.07 PRI Asphalt Technologies PRI01111 PUSA-005-02 -01 PUSA -018 -02 -01 PUSA -035 -02 -01 PUSA -033 -02 -01 Momentum Technologies, Inc. TAS 103 ASTM D 1970 TAS 103 TAS 103 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 JX20H7A ASTM D 4798 ASTM G 155 Date 04/27/01 08 /14 /Qt••• •'08/29/03 • • • ee • a ee e • (8/29/07• • • • • • • • • • • i:14/084)R• . • ""01/31/0/••• • a 7/14/03. • • • • • • p9/29/0.6.: • • • V1 /12/416 % • • • .•• INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction 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 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.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick LR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IlR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. • • • • • • 3. Deck requirements shall be in compliance with applicable building code. • • • 10 • • 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The dR6$ ;ball be � f irregularities. • • 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as are Tamar • system. •••• •••• 6. Polystick P, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall no4'4'e'le't expQse2Lt a temporary roof for longer than 30 days after application. Polystick TU Plus stilleVot be left • • exposed as a temporary roof for longer than 180 days after application. Polyglstss itscrves tte r to revise or alter product exposure times; not to exceed the preceeding maximum time limit�tli0fl3' 7. All products listed herein shall have a quality assurance audit in accordance withrthe l orida.... 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. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened 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. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: 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. 9. 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 for loading procedure. 0 0. 0 H r 6 Roofing Tiles (6 Max. Per Stack) 12 NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basile, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing ... • Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component gart assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Porftster & MU4 • • not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or t i ami -Ddde • • County Product Control Department for approval provided that appropriate docuatation is • • : • provided to detail compatibility of the products, wind uplift resistance, and fire tP,,, tipg result • • • • LABELING: • • •• •• • .• • • • • • •• • 1. All membranes or packaging shall bear the imprint or identifiable marking o1 the n anufaetures's name or logo and the following statement "Miami -Dade County Product Contr*1 Aoved't or�t&ie 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 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 and Polystick MU 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 and Polystick MU should be back nailed in designated area marked "nail area, area pars 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 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, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. NOA No.: 07- 1025.10 Expiration Date: 09 /13/11 Approval Date: 04/10/08 Page 5 of 6 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 "112" or greater. It is suggested that on pitch/slopes in excess of 6 ' % "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty- EVA.. (48) Hours. • • •••• ' •• • •• • • • 8. Polystick TU Plus, Polystick MU may not be used in any exposed application nigh as Crickets,, • „• • • exposed valleys, or exposed roof to wall details. • • • 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Pre tut. • • Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, rayglasi • • PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cemon Mule -Hi g Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit FFsAdhesiva • • • Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick mateea c like kind should be set and hand rolled in place over the area needing such repa Bashing • :41•90: membrane shall be a minimum of 6 inches in either direction. The repair should be installed 4$ ". • • 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. 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 10 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 ACCEPTANCE NOA No.: 07. 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 Underwriters Laboratories Inc. Ez June 23, 2004 Mr. Mike Gada GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 -3689 Our Reference: R9684 data: Very tntlyyears, Douglas G. Mier Engineering &nap Leader Fun Proteedoa Division • • • • • •• • • •• •• • • •••• • • •• •• • • • • • • • • • • • • • • Mazy qua arise cathc above, pkase contact the writer. • • •• • • •••• •• • • • • •• • L1rJ:C: ,,,illy Countr C 4-: i I ) (R<1) 272 -ExO0 FAX NO (s se • • • • • •••• • • • •••• • •• • • • • • • • •• • • • • • • • • .•• • • ••. • • Dear Mr. Gada. This is in response to our phone conversation today. The following roofer systems net (lass A cite& per ANSUUL790 /ASTM 8108 based on Decic 0 -15/32 . Incline: 2 illsolatiore 0E PubisocYazerafev medtanically fastened, or hot mopped, any thickness. Base Shat GAFGLAS Stu:tam:it Malodor Voting Base Sheet) or Type G2„ hot mopped. Ply Sheet Two ormore plies Type GI or Ruberoid Mop Smooth or Rubetoid 20, hot moppe Monk= GAPOLAS Mae ai Surface Cep Sheet, lint mopped... A notch BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: •••• •••• • This NOA is being issued under the applicable rules and regulations governing tlie•uae of constrweriion materials. The documentation submitted has been reviewed by the BCCO and actwted by tide $ail�iing Code and Product Review Committee to be used in Miami Dade County and othht a1 as wher8Wowed • by the Authority Having Jurisdiction (AHJ). • • • • • This NOA shall not be valid after the expiration date stated below. The Miami.1Sale County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami gat* 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: GAF Conventional Built -Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of 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 and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMIDADE COUNTY APPROVED MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • • •••• • • • • •• • •• • • • • • • • •. • NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY :. Pf'i[ ICAr : • Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS #75 Roofing BUR Wood -75 psf Test Dimensions Specification 3, 5, 55 gallons 60 & 1001b. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons TABLE 1 ASTM D 41 ASTM D 1863 ASTM 1227 Product Description • .. • • .... • • ... • • .. • • • Asphalt concrete pri1 erased to ptatte adhesion of asphalt ; ri Stn 1 -up roofing. • • • Granules for surfacing of exposed isk cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 Product GAFGLAS #80 ULTIMATM Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4 GAFGLAS Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS STRATAVENT EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS STRATAVENT EliminatorTM Nailable RUBEROID SBS Heat - WeldTM Smooth RUBEROID SBS Heat - WeldTM Granule RUBEROID SBS Heat - WeldTM 170 FR RUBEROID SBS Heat WeldTM PLUS RUBEROID SBS Heat - WeldTM PLUS FR RUBEROID SBS Heat - WeldTM 25 RUBEROID Modified Base Sheet MANMADE COUNTY APPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide I meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) wide Test Specification ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 D 3672 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR Product • Description Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. • • • • • • • • • Type IV asphalt innppsegnated glass felt with • • asphalt coating. •• • Asphalt coated, glgsefll5dr mat eap •sheet • surfaced with minaret granules, • • • • • • •• • •••• Asphalt coated, glis'l l84r mat3 ap•Slipet surfaced with mineral granules wractory applied layer of TQPOO LT A ' EvergyCoteT s Fiberglass base sheet impregnated and • coated on both sides with asphalt., iS,urfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber•mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with . polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non - Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS modified base sheet NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 3 of 19 • • • • • • • • • Product RUBEROID 20 RUBEROID Mop Granule RUBEROID Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS (Granule) RUBEROID TORCH FR RUBEROID TORCH RUBEROID 30 RUBEROID 30 FR RUBEROID ULTRACLAD RUBEROID Dual FR Vent Stacks (metal and plastic) MIAMI•DAD COUNTY APPROVED Dimensions 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide Test Specification ASTM D 6163 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 Product Description SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and suffle34 with • mineral granules. • • • Non -woven polyestgg ,ticoated y tk' polymer modified asploiltand surfaced with. mineral granules. .••••• • • • • • • Non -woven polyestei'Mdt coateavitt polymer - modified as l'aaf't and &DAL .. •••• surfaced. • Non -Woven polyester if at coate,4 with • fire • • retardant polymer niodifisd aspgln Mit surfaced with minera4 granules.. • • • • • • • Non -Woven polyester mat coated A irh fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Asphalt impregnated, coated felt, surfaced with mineral granule. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 4 of 19 • .• • • • • • • Leak BusterTM MatrixTM 302 Non Fibered Aluminum Roof Coating GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Leak BusterTM MatrixTM 602 Leak BusterTM MatrixTM 715 LeakBusterTM MatrixTM 531 WeatherCoteTM SeamCoteTM FireOutTM VersaShield VersaShield FB -1S VersaShield FB -2S TOPCOAT FireShield MB Product Leak BusterTM MatrixTM 201 SBS Flashing Cement Leak BusterTM MatrixTM 102 SBS Adhesive Leak BusterTM MatrixTM 202 SB$ Flashing Cement Leak BusterTM MatrixTM 203 Plastic Roof Cement Leak BusterTM MatrixTM 103 Cold Process Adhesive M WADE ! NTY APPROVED Dimensions 5 gallons 100 Ib. cartons, bulk 601b. kegs 5 gallons 5 gallons 2 gallons 2, 5 gallons 5, 55 gallons 350 sq ft. roll 350 sq ft. roll 350 sq ft. roll 5, 55 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D312, Types I, II, III and IV proprietary ASTM D -412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D3019 Product Description ASTM D2824, Non- fibered aluminum pigmented, asphalt Type 1 roof coating. Interply mopping and surfacinasphhalt. SEBS modified asj1 I .,, .. .. Surface coating for; sdheeth mineral surfaced roofs. • • • • • • • Surface coating fotsmopth mineral surfaced roofs. Surface coating for smooth mineral surfaced roofs. • • .... • • • •• • • •••. Elastomeric roofing membrane. Low VOC, fire barrier coating. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Non - Asphaltic Fiberglass -Based Underlayment. Elastomeric roofing membrane Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Cold Applied Asphalt Adhesive. .• • • • • . . • • • • .••• NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 5 of 19 • • • • • • surf4l.end • sur tl end •.•. • • •••• surfaced and .• • • • • Product Leak Buster"' MatrixTM 303 Fibered Aluminum Roof Coating Leak BusterTM MatrixTM 304 Non Fibered Aluminum Roof Coating APPROVED INSULATIONS: Product Name EnergyGuardTM RA, RN Composite A & N EnergyGuard"' Composite RA Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck, Dens Deck Prime, Dens Deck Dura Guard"' Structodek SecurockTM MIAMI.A ' E COUNTY APPROVED Dimensions 5 gallons 5 gallons EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM GAFCANTTM EnergyGuardTM Permalite Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Perlite EnergyGuardTM High Density Fiberboard EnergyGuardTM Composite Test Specification ASTM D 2824 ASTM D2824, Non-fibered aluminum pigmenteel aphalt Type 1 roof. coating. Table 2 Product Description PoIyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board Perlite insulation board High density wood fiberboard insulation. Polyisocyanurate /wood fiberboard composite Polyisocyanurate /wood fiberboard composite Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Product Description Fibered aluminum coating. • • • • •• •• • •• • • • • •• • • • • • • • • • • •• • •• • • • • • •• •• •• • • • Manufacturer • • (Wjth Cu NOM • • • BMCA GAF Mater 'Corp. •••• • • •••• • GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA generic generic generic G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 6 of 19 •� • • • • • • • APPROVED FASTENERS: Fastener Number 1. Drill -TecTM #12 Standard, #14 and #15 extra Heavy Duty Fastener , Heavy Duty Roofing Fastener 2. Drill -TecTM ASAP 3. Drill -TecTM #12 or #14 Standard screws with AccuTrac Plate 4. Drill -TecTM Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill-TecTM AccuTrac Plate EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. PRI Asphalt Technologies, Inc. IRT of S. Fl. MIAMI.DADE COUNTY APPROVED Product Name TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill - TecTM Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress 3" and 3 ' /z" plates. Round polypropylene stress plates. Square Galvalume coated steel plate. Test Identifier J.I. 2B8A4.AM J.I.3B9Q1:AM J.I. OD0A8.AM J.I. ODIA8.AM J.I. 0Y9Q5.AM 3029832 GAF - 012 -02 -02 GAF - 020 -02 -01 02 -005 02 -014 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various • 'CSA?F Matertt1s Corp. • Various 3" and 3 '' /z" GAF Materials Corp. 3" Square GAF Materials Corp. Description 4470 4470 4470 4470 -TAS 114 4470 - TAS 114 4470 -TAS 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 • • • • •••• • • • •• • •• • • • • •• • • • •••• •••• . .• • • •. • • • GAF • Materials Corp. • • • • • • • • . • • GAF MateeitN Date 07.02.97 01.08.98 07.09.99 07.29.94 04.01.98 05.11.07 11.06.01 02.01.02 01.18.02 03.22.02 NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 7 of 19 • . • • • • • • • Deck Type 1: Deck Description: Fastening Options: MIAMIDAD COUNTY APPROVED Wood, Non - insulated 19 / 32 11 or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. .... • • • • •••• Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ® Non- Asphalti tit F led • (optional) Underlayment or SecurockTM. • Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVEN,TVEliminatdt"'"". • • Nailable, RUBERO1D Modified Base Sheet, RUBEROII5 RUB1 ktYID • • Heat- We1dTM Smooth or RUBEROID Heat- WeIdTM 25 Disi �ieet mealically fastened to deck as described below; • . • • .. • GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #' $ BaseeSke®tior any of above Base sheets attached to deck with approved•apillutr ring gtagk nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered andinlwo rows 12" o.c. in the field, (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #80ULTIMATM, RUBEROID ® 20, RUBEROID ® Mop Smooth, base sheet attached to deck with approved 1' / <" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design .Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and:3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 • • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum .Design Pressure — 75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS PLY 4, #80 ULTIMA, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphal� applied within the EVT range and at a rate of 20- 401bs.isq. • • •••• • •• • y• • • Cap Sheet: (Optional) One ply of GAFGLAS Mineral Surfaced•Cap She8t, et. • • GAFGLAS ® EnergyCapTM Mineral Surfaced Cap Shttt'htlhered irr a full mopping of approved asphalt applied within the EN4Mitge and ata rate • • of 20- 40lbs. /sq. • • • • .. • Surfacing: (Optional, required if RUBEROID MOP Smooth or, � ROID is top • • • • membrane) Install one of the following: Maximum Design Pressure: See Fastening Above MIAMI.* • O OUNTY APPROVED 1. Gravel or slag applied at 400 lbs./sq. and 340 Ibs.lsq. re>;pectively a flood coat of approved asphalt at 60 lbs. /sq. or applied i flood • coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB+, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote'. roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT' Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. g NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 • • • • • • WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM or ''IA" Type X gypsum board is acceptable to be installed directly over the wood deck. • GENERAL LIMITATIONS: • • • • • ••••• • •• • • • • 1. Fire classification is not part of this acceptance, refer to a current Approved R idf Mater tels f} t irectolry• •: • for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attachedi r onsplianr is Product Control Approval guidelines. All other layers shall be adhered in a fuU of approved • • asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanlaallyc kttachhUirig the fastening pattern of the top layer • • 3. All standard panel sizes are acceptable for mechanical attachment. When allpliedin aparpaul.aspha�lr,•••• • • panel size shall be 4' x 4' maximum. • • • 4. An • overlay and/or recovery board insulation panel is required on alt applications over cle�sea cell foam • insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. 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. END OF THIS ACCEPTANCE MIAMI.DADE COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19