The URL can be used to link to this page

930 NE 95 St (13)Issue Date: 10/30/2006 Owner's Name: MARY LEE GREEN Permit Type: Roof Work Classification: Roof - New Job Address: 930 95 Street NE Additional Information Miami Shores Village, FL Fees Due Amount CCF $6.00 Education Surcharge $2.00 Permit Fee - Repairs $294.00 Scanning Fee $18.00 Technology Fee $7.35 Total: $327.35 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 04/28/2007 Contractor(s) Phone PAUL BANGE ROOFING, INC. 305/981 -7663 Primary Contractor Yes Type of Work: Repairs Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Invoice Number R F - 10 - 06 - 26569 Total: c,k,Ogo Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -10 -06 -2635 Phone: 1132050070070 Lot: PB: Total Square Feet: 500 Total Valuation: $ 9,800.00 Required Inspections Roof in Progress Final Roof Amt Due $327.35 Amt Paid on' 3 1 2t NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Inspection Number: INSP -35837 Permit Number: RF -10 -06 -2635 Inspection Date: 12/26/2006 Inspector: Grande, Claudio Owner: GREEN, MARY LEE Job Address: 930 95 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PAUL BANGE ROOFING, INC. Building Department Comments Friday, December 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050070070 Lot: Phone: 305/981 -7663 Page 1 of 2 AMC 2 7 N I Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -35837 Permit Number: RF -10 -06 -2635 Inspection Date: 12/26/2006 Inspector: Grande, Claudio Owner: GREEN, MARY LEE Job Address: 930 95 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PAUL BANGE ROOFING, INC. Building Department Comments Friday, December 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number Parcel Number 1132050070070 Lot: Phone: 305/981 -7663 Page 1 of 2 Inspection Date: 12/11/2006 Inspector: Grande, Claudio Owner: GREEN, MARY LEE Job Address: 930 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Buildino Department Comments Friday, December 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i seectiotl Iut ........ ............................... ....... ............................... 1E 1 2 En Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050070070 Lot: Phone: 305/981 - 7663 Page 1 of 2 Passed 1 1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 12/11/2006 Inspector: Grande, Claudio Owner: GREEN, MARY LEE Job Address: 930 95 Street NE Miami Shores Village, FL Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Buildino Department Comments Friday, December 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i seectiotl Iut ........ ............................... ....... ............................... 1E 1 2 En Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050070070 Lot: Phone: 305/981 - 7663 Page 1 of 2 Inspection Number: INSP -30574 Permit Number: RF -10 -06 -2635 Inspection Date: 12/05/2006 Inspector: Grande, Claudio Owner: GREEN, MARY LEE Job Address: 930 95 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PAUL BANGE ROOFING, INC. Building Department Comments Monday, December 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050070070 Lot: Phone: 305/981 - 7663 Page 1 of 2 Passed Inspector Comments � tett) � T /0 OAP 606Q- m/L Q--61 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -30574 Permit Number: RF -10 -06 -2635 Inspection Date: 12/05/2006 Inspector: Grande, Claudio Owner: GREEN, MARY LEE Job Address: 930 95 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PAUL BANGE ROOFING, INC. Building Department Comments Monday, December 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132050070070 Lot: Phone: 305/981 - 7663 Page 1 of 2 AININIMMINIMINNIO INCLUDING INSULATION AND STRATAVENT. CG. 11/15/06 Passed 41/ 1 1 4 / Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSF? 32397 "Permit Number: RF -10 -06 -2635 Inspection Date: 11/15/2006 Inspector: Grande, Claudio Owner: GREEN, MARY LEE Job Address: 930 95 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PAUL BANGE ROOFING, INC. Building Department Comments Wednesday, November 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Ky 16 EU Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050070070 Lot: Phone: 305/981 -7663 Page 1 of 2 MOP IN PROGRESS j Passed Ors Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Ins} ecte Permit urn 63 5 Inspection Date: 11/15/2006 Inspector: Grande, Claudio Owner: GREEN, MARY LEE Job Address: 930 95 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PAUL BANGE ROOFING, INC. Building Department Comments Tuesday, November 14, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: RIV 1 6 EOM Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050070070 Lot: Phone: 305/981 - 7663 Page 1 of 2 slop Infractio Passed Comments TIN CAP SPACEING True C 0 Passed O V Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/13/2006 Inspector: Grande, Claudio Owner: GREEN, MARY LEE Job Address: 930 95 Street NE Project: <NONE> Miami Shores Village, FL Contractor: PAUL BANGE ROOFING, INC. Buildincf Deaartment Comments Thursday, November 9, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 - 8972 Inspection Number: INSP -32062 Permit Number: RF -10 -06 -2635 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132050070070 Lot: Phone: 305/981-7663 Page 1 of 2 BUILDING OC i 2 4 2006 PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Tenant/Lessee Name Describe Work: %3o NC Owner's Name (Fee Simple Titleholder) Owner's Address City A e S /42 G 3 State ,PL Is Building Historically Designated YES NO y Architect/Engineer's Name (if applicable) Value of Work For this Permit $ / COO Code Enforcement $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • Electrical Plumbing Mechanical Job Address (where the work is being done) ?30 / 4-/ 6 - 9S ST City Miami Shores Village FOLIO / PARCEL # Contractor's Company Name /37 09 1JP/N Contractor's Address 77°0 0 S w Z 1 P (-- Cit 7> flV /C State f Qualifier Name PmJ L E h er, P2 1:;. 2-6 Phone # 9 2 County Miami -Dade Zip State Certificate or Registration No. CC CO33 4, 9 / Certificate of Competency No. . Type of Work: ❑Addition ['Alteration ['New EK ' epai ' eplace ❑ Demolition S 2 fZ , P ox / •S s 0 - f e Of A0, (G .?S c� ,-5/ ? ) 74/ D v7i d�✓ d s"3T b 1 d f /7 6' , ,Q e 7L - ]7 L. E 2t, D r � rn !� ts7D, o U r (-:1) 1",,5 O EnT ,r %�ev2, /3 72, - L c. 30 / 6- 1- - 7-7 — , 7 1 1.4. PL oi 7- (-: 1i"J -t. ,E,go6m,se.✓ e / r ! N 1C/ i9- 77 t 6' l..i Ao/woA,6 /9-p -'3' e/ ***,*** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** *F * * * * * * * * * * * * * * * * * * * * * **A * * * * * * * * * * * * * * * *** �J Submittal Fee $ Permit Fee $ (-.q OO ✓ • CCF $ 10 W CO /CC Notary $ Training/EducationFee $ 2 Technology Fee $ l XJ Scanning $ ( I • (%) Radon $ Zoning $ Bond $ DPBR $ Permit No. ��(- ,?C�✓ Master Permit No. Zip Phone # Phone # 3 - 2 6 Phone # 3 off- 3 J/- 1' L s Phone # Square / Linear Footage Of Work: L" DO Double Fee $ Structural Review. $ Total Fee Now Due $ Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ?Z g �� _ t Signature Signature Owner or Agent who is personally known to me or who has produced who is personally known to me or who has produced (Revised 02/08/06) As identification and who did take an oath. NOT Y PU,: 44 4. F Sign: Print: My Commission Expires: 'I/ /` 404.0 1 / / ment The for i .ckno J ed b e me thi day of i� , 21 was by � � APPLICATION APPROVED BY: NOTARY PUB Sign: Print: My Commission Expires: as ide cation and who did take an oath. 6p Plans Examiner Engineer Zoning CFN # 106515720, OR BK 42947 Page 887, Page 1 of 1, Recorded 10/17/2006 at 08:16 AM, Broward County Commission, Deputy Clerk 2020 NOTICE OF COMMENCEMENT A RECORDED COPY MOST BE POSTED ON THE JOB SITE �AT TIME - O , F , FIRST INSPECTION PERMITN0._ TAX FOLIO N0.1 \ - 3 0 .-0 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street /address: p (Tr 14* 1 �EJ 5 O N ta G� — _ Ok SaZ \CP `S2 L Svc. iy rasrelq,r 2. Description of improvement: K- °r"97,e gooF 3. Owner(s) name and address: /274121e Ice '2CC')J 2_3 A' c "3S ST />i,9711 secs , Ft— Interest in property: Name and address of fee simple titleholder: QQ 7 4. Contractor's name and address: ___/4 L- ,4'L C /NC 2 S I PL D/tviE, F- 3S3i 9- 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: _ Amount of bond $ G. Lender's name and address: Jo VA 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 and address:__ 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address:_ J1L� 9. Expiration date of this Notice of Cormencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of OWner Print Owner's Nam- . Prepared by Sworn to and subscri. -d 'before me this •day of al_ 204 i Notary Pui Ic Print Notary's Name My commission expires`, 123.01 -52 PAGE • A/0, , Ronda Lynn O'Brien Commission #D0330790 Expires: Jun 20, 2008 &coded TTvu .Atlantic Bonding Co., Inc Address: 1 hereby C'e1ttTV tilts t curflellt lt) he ti true ccrr..ct arld::ornpletc copy or the re. :ord - .e. L) :d this / 7 day filed i of _ 13v Deputy Cier!< 1. Fire Directory listing Page •••• •• . . Form Product Approval:I .•••• • "•• Front Page • •••• • Specific System Description • • " • •••• Specific System Limitations • • • • • General. Limitations ; • • • •.. • • Applicable Detail Drawings • • 2. 3. Design Calculations per Section R4403, of If Applicable RAS 127 or RAS 128 1,2,3,4,6,6,7 4. Other Component Product Approvals 4,5,6,7 5. Municipal Permit Application 1,2,4,6,6,7 1,2,3,4,5,6,7 6. Owners Notification for Roofing Considerations (Reroofing Only) A,B,D 7. Any Required Roof TestingiCaiculation Documentation A,B,D Roof. System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,6,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shin les A,B,D A,B,D,E 1,2,4,6,6,7 1,2,3,4,5,6,7 Crete or ay a Metal. Roos A,B,D 1,2,3,4,5,6,7 1,2,4,5,6,7 Wood Shingles and Shakes A,B,D Other As Appliocable 1,2,3,4,5,6,7 nivn vti Y HURRICANE ZONES CX6 Section R4402.14 ANEZONES—UNIFORM PERMIT APPLICAtitiN 2 4 ?D t Fl • da Building Code Edition 2004 urricane Zone Uniform Permit Application Form S RUCTION PAGE COMP TH - EC SARY SECTIONS OF THE UNIFORM ROOFING APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: ATTAC HMENTS REQUIRED• 9 l� y. • • • • • •• • • • •••• • • • .•• • • • •• • • •,•• • • • • • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. L Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. __ Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. % Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of thl deeming rrtay not be acceptable. The provides the option of maintaining the appearance. ' • • • • • ' • 5. Ponding water: The current roof system and /or deck of tkc•huilding•maynot • • drain well and may cause water to pond (accumulate) in low- lying aretrelf the rbof'• • • Ponding can be an indication of structural distress and may require the ir tew of a :` professional structural engineer. Ponding may shorten the life expectatv ev y.and performance . • of the new roofing system. Ponding conditions may not be evident until 11 origjnal•rgofing • 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 overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure 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 life of the r• Owner/ gent's Signature Date -lo zY6 Contractor Si Date i Master Permit. o. Contractor's N. me Job; Address • 3 .v ti 9 S ❑ Low Slope ❑ Mechanically Fastened Tile 0 A0..11 0t ❑•Metal PaneUShingJes • Shlfigles'. : ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New Roof ❑ Re- Roofing b Recovering epalr• ❑ Maintenance Ai° BA s , 1/ i S . te' Low Slope Ro . f Area (SF) Sketch scuppe . identify Florida Building Code edition 2004 High. Velocity Hurricane Zone Uniform Permit Application Form Section A.: enerai lnforrnatioh Process No. ROOF CATEGORY ROOF SYSTEM.INFORMATTON I3 /Adhesive. Set Tile ' ❑ Wood Shingles /Shakes Steep Sloped Roof Area (Sr) Total (SF) _S-C)0 ,S • • • • • • ' .. 0 . • 00.41 • • • 000 Sectidn R. (Roof Piah1 oof Plan: illustrate all levels and sections, roof drains, sct}ppers, .overflew . • and overflow drains. Include .dlrnerasJons of sections arrd.LaGols; rciberi' ...... linensions of elevated pressure zones and location of. parapets • ss JAL M �M�e� M �. 0 l� � i' C ■ ■ ■ W. ° �i C� ■GCCCCSC's:e:a al ■r ■ ■w ■ = r ■r■r■r ■ ■. ■ ■ ■■ ■wrr r ■■■■ r ■� ■.. 4141 ■ ■ " ■ ■ ■ 41 w ■�.■ C 1 i ■. .w �i41 .41 .w CC mo ■.■■..r......■rr■ swim ow umw ■r s opm Emu i..i.imum me mm mm= i a��m = i�:::: �� ■■■.■r■■.r■ AQ: C:ii'oi " :i'i1 m"Ci ■ ■ ii=� C "i: __ _ ■■■■■■■■■■■ ......U.....! ■U■wr1::::: ■■�rir =�rrr.... mum w. i �_ - ■rr■rrrrr■ ■ ■. Iw w • .r ....&i■ i iiiil■UUei ri..w ■■■w■ rrrr.■i mrr■■er■■■r■• eiii= ormer am " � r" i 3i i iimmi ■ •■ ■ •■• ■ ■ ■ •••� R■■■r■.■■r■■■ i . a. gig gne wii:un gw■.a■gmegmmi=:mCa..., r■.■r■■r■■■■ ■ ■r ■■■■.I. ■■■. ■1..... / ./■■ w .■ ■:■ ■w■■■ ■.■ ■■■ew w■ w■■w . ■t r■■■ ■.w■...■ .■ ■ :: ■■ �• ti is "im. ° °�� a =CC?Ce r ii i�i : Qic ww i�� r i.0 Ciii: iiii �O'irnr.rr .ru■ r r ■■■�' BE ■ r■ ■rrr. �i�.rC-- �..!'___a�e��r� pp �a ..d. C ai Ca�S9CC :: :t a' :L��E i �6�.'i ■ .�siiiriillIMr41 i:iE'�iriiii�i =i��ii" i■iiii°�i�i�■i'■S�■iiii ■r ■.r Ammo ai ..■w. w■.■■w.■ . ■w■. ww■i �R1: osilla:r e. a e eaaC a 4eese l r• ea m:ma a a-�r -■r•a rri: a'aa ■•. :a . r i ::::: : : 1r ■ rise �w ■ ■r ■■■ 1.1 �r►�w ■. �1. .� ■w ■■ \JV��•.w ■ � �. ��•.� ir . ■�:��,, Imms ill imium:r:"�i�"emiu :: irw :r C : 4 : s: i::a r a muumuu �q 11 4141 r - -- ■r As r I■ ■' .w■ . M e I■rr ''r.Pu ■■ ■ ■■ fi E11111i :ill Q :wpm: rillimiquilpflugurstrgramusuragurAtiA:::: r I. r' .� . i ■ rr ■■. ■ m nri .aw..rr , ■_� . MI ,:.rmo .■ tar. taro.. 4141 .ww.. 4141. . i :M wr,i..r..r.. ■r�wr�.r ■ ■ ■■■rr■ 1 ■ l.. ■ . ■ = j i a C= ri i w" OCS " Ci w i� ' i a ■ CI: i C . r •aii �1,0".0 IUm P M :Ri�1DC�i■rOrao .CC ww . . . w i 4141. R rirwu. ■. .uMI.. . w.. a■ aw o. ■aNrawww ■w■"a.■■...e�i NOW, �Pr .w �l �i rwr Aw ■� Mw• rr Ir ■■■ .. .U. ■11111: UNIONISM ■■■ i■UI � C w .. R ■ m S "I .. m r r CC■B.i"mrEM : i �w■ : r �w■■►b!e6sl�!:t�!� �.MN "" ■■r■e maim�i•Z u■ ■ ■i ■ ■ we '.g ■ MUNN MIN . .egg: ■::g g: .■:..wi■:.gw.. -• • - •• 1 Mewi■rrrrr■r ■r ■r■ ■I : : : : : : :: = :1:0 1 1 a : : : 11 geg.':1111111 :ma......g1 _- .gww'w..- .wrr ■ ■ ■ ■......sr =rrw �rr■o a r. ■ w.■■ � ■ . ■rrrrrw r■rr■ ■ter mum.. ■ ■_.. � .iigmi � . � ili'.' m i :■ � ■ 411■ 0 .. w. = mww C . J sm= ' r :■■■. ■w.- ._ _r■w ■r■ew■w■■■■e■ •. r 4141 . � ■. ■ . ■ ■w. .■ .■ .� .. ■� - -■i . - .r . ■■■ ■■■ 4141 ■ 1 : . m � • ii ■:!. ....:.... ...... ■..... ..r.. ■�..■ ■■ ■ ■ ■ ■. ■ ■.iL■ ■:w.mw■.rerw■.rr.rrrrr 1::; ; ;e ; 1 1 1L: - 47:1 nss1ser_n1 a sse s�sse s�sa ss i sss SINMssessIL ssesi±�Issess•e•ees!�es,•eeeee ■ . in a ■. .■Q as s 1<iii"i. m m ' mu =■iii ■ ■iiiN mma writ ■iii -r : u =' 'ii p i C■w ■w. i i s C .' r. .. .'Z `�7 C.1.... ■ 'r1� ai.. ■ ■/ w ■.r-.- "" 4141- . - .w. 1 .■ ■ ■ .■ . a ■ 4141 m ., . °: . ; _ '�' :Am _�: _m ■ 1� ° °:' '�' : iti i '� Q■ ■�' Ie fe 1; i t . _ C 1.� _+: i,. i rirwer�"iF�r�i. ■■■■ w ISM ■ a .... • ... .�.. r =�r �w ■■r .R Ad a ■ w� Gwrwr�rr ■rr ■ ■ : : ::1 u• • �' eeCO ■C Ci :C C C .� C ■C C CC r .r...C... • ■.■...... ... ma l: rr�C ni ■■ ■ w a. �r G =� �� C �'`_' C.'� . gB :S • M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo .iPv tate and • following statement: "Miami -Dade County Product Control Approved ", unless otherwise ngtpj herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed al has been flu 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 rg}iisj,grk,or change,in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enttorssrr ent of a w. product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to corc{rly 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 fonowea by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Frank Zuloaga, RRC 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 • • • • • •• • •••• • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & SIate Concrete Roof Tile, as manufactured Monier Lifetile LLC and 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 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofing Tiles Concrete Test Dimensions Specifications 1= 15" w = 10 3 / 1 ' /," thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product Description PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces foruse • at hips, rakes, ridges and valley terminatajeM.• ° Manufactured for each tileWpfild. •••• •• • • • • • Test Name/Report • • • • Date • • Static Uplift Testing • • • • PA 102 & PA 102(A) . Static Uplift Testing • PA 101 (Mortar Set) • • (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) ••• • •••• •••• • ° Dec. 9994 March,1994 . • .May • • • • Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 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. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Agency Test Identifier Test Name/Report Date 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties ; • • ,Sept. 1994 PA 112 •• • Static Uplift Testing PA 101 Aerodynamic Multiplier March 19.99.. Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 • • Aerodynamic Multipliers Two Patty Adhesive Set System Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 • Dec. 1918 March 199'9 • • • •••• • .. • • • Sept. 1999 February•1996 .. • ..•• • • April 1§6 December December 1996 March 1995 April 1999 April 1999 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 3of6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) • Width -w (7t)..: • • • Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 0.865 ..... • •••• Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 Table 2: Aerodynamic Multipliers - X. (ft ••• Tile Profile •• X (ft 3 ) ' Direct Deck Applic4ltla0°: 0.24 • ° Monier Lifetile Atlantis Shake & Slate Tile 3. LIMITATIONS 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 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 RAS 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. •••. • • •• • • • • • •• • •• • •••• • • • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 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 Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems • - • . • - MrZft -rbff •••• '.... •• Minimum Attachn2ent• Resistance • • 118.9 Tile Profile Tile Application MinimuM Atlachmeflt• Resistance • " _____,.......s • • • Monier Lifetile Atlantis Shake & Slate Tile Adhesive 2 See manufactures component approval for installation requirements. • TM. 3 Flexible Products Company TileBond Average weight Polyfoam Product, Inc. Average weight per patty per patty 13.9 grams. 8 grams. _ • _ • _ • • Table 5A: Attachment Resistance for Single Patty Expressed as a Moment Adhesive Set Systems Tile Application - MrZft -rbff •••• '.... •• Minimum Attachn2ent• Resistance • • 118.9 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile PolyPro T"" PolyPro TM 40.4' 4 Large paddy placement of 45 grams of PolyProT"'. 5 Medium paddy placement of 24 grams of PolyPro TM. Table 5B: Attachment Resistance for Mortar or Adhesive Expressed as a Moment Set Systems Tile Application Mortar Set - Mf (ft-lbf) Attachment Resistance 39.0 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING 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 ". 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. OVERLAY PROFILE DRAWINGS . 11 /r WATERLOCK • • • •••• 16118 ".., �� =:;: • • • • • •••• MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • • • • •• • •••• • • • • •.•• •••• .•.. • • •. .. •••• • • • .• • •••• • • • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 • • • .... • .. • • • • • • • 0 • .••. • •� • • • • M I A M I•DADE 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 (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 BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the 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® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed wi tl:ere hss 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 ehange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of a1y product, for sales, advertising or any other purposes shall automatically terminate this 1'N' ¶ ilure to tofrlply 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 Countx, Florda, anti Mowed by the expiration date may be displayed in advertising literature. If any portion of the NOA, displayed. tllen it sha21' • •' 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 JR rge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • • • • .• EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 ••• 03/02/99 •• • • 520109 -2 -1 •• • • • • •••• LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Til!'Wdmbly foi:flfe' rating. • • • • •••• • W • • • • • • • • • • • • • • • • •••• • •• • • • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS•1•2b.: 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. / ■ F '2 F'= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • • • • • • • • •••• 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. • • • • • • •, • • • • •• • •••• • • • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Roofing Roof tile adhesive Polyurethane 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 wkioh: • list moment resistance values with the use of Polypro AH160 roof tile adhesive. • • • • • • •••• •••• •••• • • • • • • • • • •••• • • •• Result§ • • • • • • • •• • •• •••• 1.6 lbs. /ft. 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 ° F., 100% Humidity, 2 weeks 86% •• • •••• • • •••• •••• • • • •• • 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 • • • • • • • • • • • • • • • • • • • Nall through plastic cement t x3in. Single paddy on under- layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medium size paddy eave Fascia course only Nall through plastic cement t el s In.x 31n. Single paddy on underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cement Single paddy under tile Underlayment Single paddy between Ole 2 In. x 7 In. medium co paddy eave course onty in, x 3 In. / 41n. Single paddy on under- layment Single paddy on top of tile Eave Course Fascia Weephote Eave closure Drip edge Single paddy between file \* • 2 In. x 7 In. medium sae paddy eave course only Fascia Eave Closure END OF THIS ACCEPTANCE • • • • • • • •• • •••• • • •••• • • • • •••• •• • • • • • • • • •••• • •• .. .•.• • • • •• • •••• • •• • • • • •• •. • • •• •• • • • • • • • •••• • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 Nall through plastic cement Under layment 1 Five Course Eave Closure Paddy (Beneath TIN) Eave course only: Keep adhesive approx. 4 In. up from weepholes ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Underfyment 10 In. Fam Course Eave course only: Keep adhesive approx. 4 In. up from wsephohs Paddy (Beneath Rh) Facia Waeplala Eave doaun Ddp edge 1) Place enough adhesive to achieve 11 to 23 Optional 2x4 a for square inches In contact with the pan the steep p Nd r a p p0u tlons To 1 in. From outside edge of cover dle. Then instad the ble. 2) Tum covers upsWe down. Place adhesive 112 In. Remov top portion of the eave course rover die. Abut to second course of pan tiles. Ensure eave end of pan and cover epee are Bush at eave lino. Eave closure (mortar dewy) i • • • • • • • 0 •• i•••• • rolAtNortar on longihrdinal • • • edges of the • • •••• • • • •••• r • • • • • • •• • Nall through plastic cement e••• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • • •• • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Eave Course Paddy (Beneath Tile) Eave Closure Nall through plastic cement Underlayment 1 7 In. 2 Eave Course Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge • • • • • •• • • • • • •••• •• • • • • • • •••• • •• • • • •• •• •••• ••• • • • • • • • • •••• • • • • • • • • • • • • • • •• • •••• • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 •••• • • • • •• •• • • • • • • • Table 1: Adhesive Placement For Each Generic Tile Profile • • • • • • Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two paddy Weight' Pe/1200Y Mb3. • • •(4•ms) .. Flat, Low, High Profiles #1 35 • • NA • • • • High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan :'•1� • • • • • • Flat, Low, High Profiles #2 24 • • •II /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 and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • • LABELING: All Polypro® A1-1160 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 • • • • • • • • • .• • • •