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RF-08-36 Miami Shores Village F j " Y £ a EW 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 ..�w`i� n Expiration: 07/081 Project Address Parcel Number Applicant 60 NE 99 Street 1132060131060 NEY COLLAZOS Miami Shores Village, FL Block: Lot Owner Information Address Phone Cell NEY COLLAZOS 60 NE 99 ST (305)756 -0003 MIAMI SHORES FL 33138 -2339 Contractor(s) Phone Cell Phone Valuation: $ 18,00 0.00 D ETAI L ROOFING (954)56401 ' Total Sq Feet 2500 Type of Work: Re Roof Available Inspections: Additional Info: color thru Inspection Typ e: Classification: Residential Tin cep Hot Mop 4= "' Final Roof Tile In Progress Na Lift Repo JAN 1 9 2008 C: Naifir,g atl;davit Mi IAf',ul1 SHC) E0 VILLAGE Fees Due Amount Total Amt Paid Amt Due CCF $10.80 Education Surcharge $3.80 $ 0.00 $ 0.00 $ 0.00 Permit Fee - New Roof $300.00 Scanning Fee $12,00 Payment Type: Technology Fee $7.50 Total: $333.90 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 January 10, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Thursday, January 10, 2008 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Rte` Phone: (305)795 -2204 Fax: (305)756 -8972 F 7- Inspection Date: 05119/2008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: COLLAZOS, NEY Work Classification: Roof - New Job Address: 60 99 Street NE Miami Shores Village, FL Phone Number (305)756 -0003 Parcel Number 1132060131060 Project: <NONE> Block: Lot: Contractor: DETAIL ROOFING Phone: (954)564 -0115 BuIlding Department Comments re roof tile to tile P� ® va Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 71498. Replace broken tile in j front of roof area. Uplift report OK, on file 4/11/08 CG CC Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, May 16, 2008 Page 1 of 2 .� Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0411112008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Final Roof Owner: COLLAZOS, NEY Work Classification: Roof - New Job Address: 60 99 Street NE Miami Shores Village, FL Phone Number (305)756 -0003 Parcel Number 1132060131060 Project: <NONE> Block: Lot: Contractor: DETAIL ROOFING Phone: (954)564 -0115 Building Department Comments re roof tile to tile Inspector Comments Passed cc Failed Correction Needed V Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, April 10, 2008 Page 1 of 2 apt 7450 Giffin Road, Suite # 140, DAVIE, FL 33314 Phone: (954) 581 -7115, (954) 581 -2614; Fax (954) 581 -2415 INSPECTION, STUDIES, DESIGN & TESTING.SERVICES March 21, 2008 To: Village of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores, FL 33138 Roof Tile Uplift Test Report Test Date: March 20, 2008 Permit #: RF 1 -08-36 Address: Collazos Residence 60 NE 99 Street, Miami Shores Village, FL. Contractor. A &M Fox Roofin Roof Pitch: 3 :12 Attachment method: Two Component Polyurethane Foam Adhesive — Po Pro AH 160 OA 06- 0201.02 Tile T Hanson Regal Marigold Roof Tile Device Used: "IMADA DPS 110" force gauge Serial # 199579E) Total Sloped Roof Area. 25.00 squares All Testing is in strict accordance with the Florida Building Code, 2004 Edition, High Velocity Hurricane Zone — Testing Application Standard (TAS) 106. Roof Area: 25.00 squares Total Number of Tests Number of tests Passed % Passed Field Area (1): 15.00 squares 21 21 100% Perimeter Area 2):10.00 squares 10 10 100% No. of Corner Areas (3): 7 7 7 100% Ridge/Hip Areas: 99 pcs 5 5 1 100% Based upon the field tests, I certify that 100% of the static uplift tests "PASSED" the testing criteria of 35.0 lbf load, and meets the attachment resistance for adhesive Set Systems, as specified in the NOA. Should you have any questions regarding the above, or if require additional information, please do not hesitate to contact this office. Sincerely, Ce$B, Corp. (N OA 07 -1� re s NOA 06- 0320.14) MAR 2 1 Eduard C. B E. Fla. Reg. No: 599 7 Cc: A &M Fox Roofing Enc. Location Sketch Calibration Certificate 7450 Griffin Road • Suite #140 • Davie, FL 33314 Phone: (954) S81-7115, (9,S4) S81-2614 Ce BB, COM • 'NspEcnON' smD'Es' DEs' fir mmG sERvIcEs Fax: (954) S8I-241S 7 T WT --:,A 4 W 4t4 -Tir-m�-bf4i4hpA4OA4e6je, il� 11 p i� �..4 V4 .44-4 i- + 4_ 4 111W 44-4-14-4-4 Vi_ =ETE-J �_ 3 ims dd;- _62 .-LU .1"allta 4 4 • 4 .- t , .. - t­ -t­t-t-t-l-i- - - '44 -f _i_l : : TRWO1 n t FIT 4-- - T e u ' p ! T 4-4-444- H Li i I H I 4— ....... . . . . . . ttti . . . . . . . . . . L -4.4-4 _ L 1_1 _TI ZU" -4 1 1 -1.1.14-.2- J _ -4-4-4-4- 4 . -Z..- 4- - - -4- _4_4_�_� _ ­-1-44-�44- - I - 4- �-4 _4­ 4­ _4 d— - r - r! 4L -.4L4 -4 ...... . rA U 4- -4-4-4- U ......... M.-i- L: 4- .747 4 f T _4.44 .... ..... ...... .... t . . . . . . . . . . r - _4_ W . _4 4�f-4-4-4- i 4- 4- -4-4- . . . . . . . . . . . i I I . .... .... ... .... ..... .... 4_2 .. ........ . . . . . . . . . . ­1 4­4..' ...... .... X� J j- j 4 J J . r ­4 4 . . . . . . . . . . J L-J j .44. 444. 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L ............ ........ 4 ... . ... .... L-1 U .... ..... .... ... .... ...... i ...... . ........... ........... . .... ..... .. ..... ... .... ......... . .... .... ..... . ..... ... ... ... ... KIM INS --------------------------- Inspection Worksheet *X44 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (306)756-8972 ZVI Inspection Date: 01/28/2008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Hot Mop Owner: COLLAZOS,NEY Work Classification: Roof - New Job Address: 60 99 Street NE Miami Shores Village, FL Phone Number (305)756-0003 Parcel Number 1132060131060 Project: <NONE> Block: Lot: Contractor: DETAIL ROOFING Phone: (964)664-0115 Building Department Comments re roof tile to tile Inspector Comments Passed mId Failed E:I_ Correction Needed Re-inspection Fee. ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Friday, January 26, 2008 Page 2 of 2 10050 NE 2"d Ave Miami Shores, FI 33138 Phone 305.795.2204; Fax 305.756.8972 www.miainishoresvillage.com RE: Permit It �- ��s 3� �_ DATE: INSPECTION AFFIDAVIT I h 0Xf t �1 , licensed as a (n Contractor / Engineer / Architect, (Print name and circle License Ty FS 468 Building Inspector License #: CU l ?� -u t On or about , I did personally inspect the roof deck nailing and /or (Date & time) ,�� " secondary water barrier work at tpo ki a lw! cy� cgs, (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitig tion Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this t ' l `r' 6 day of l �� Notary Public, Sate of Florida at Large 0 At I Sol.� MyCO gS10N # DD 86773 EXPI�4 June2 � * ��'nWNdaryPuN� General, Building, Residential, or Roofing Contra ors or any indiv ual certified under 468 spection. Include photographs of each plane of the roof with permit # and address # clearly shown ma ad on the deck for each inspection Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 MR Inspection Date: 01/25/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Re Pipe Owner: KUZNARIK, BEVERLY Work Classification: Addition /Alteration Job Address: 68100 Street NW Miami Shores Village, FL Phone Number Parcel Number 1131010180460 Project: <NONE> Block: Lot: Contractor: FOREVER POOLS Phone: (305)448 -1517 Building Department Comments MOVE EXISTING POOL PLUMBING 15' AWAY POOL MAIN DRAIN, POOL SKIMMER POOLK RETURNS JAS! 2 4 2000 r Comments Passed Failed El r Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, January 24, 2008 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 "'I M1 Inspection Date: 01/22/2008 Ji Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: COLLAZOS, NEY Work Classification: Roof - New Job Address: 60 99 Street NE Miami Shores Village, FL Phone Number (305)756 -0003 Parcel Number 1132060131060 Project: <NONE> Block: Lot: Contractor: DETAIL ROOFING Phone: (954)564 -0115 Building Department Comments re roof tile to tile Infractio Passed Comments TIN CAP SPACEING False Inspector Comments Passed cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, January 18, 2008 Page 1 of 2 Miami Shores Village � SAN 2008 Building, Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305)756.8972 BUILDING Permit No. f PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical oofing Owner's Name (Fee Simple Titleholder) _ k=: JU � Phone # �36S: Owner's Address — : City l AA State Zip ;S ( 3 Tenant/Lessee Name Phone # Job Address (where the work is being done) G® N 9 City Miami Shores Village County Miami -Dade Zip p FOLIO / PARCEL # �� '" SZC)Cp- 0 `_ ° I MOD Is Building Historically Designated YES NO Contractor's Com an N e �t L �� l n Phone # � t P Y ttA Contractor' t ddress o,,A, State Zi (Ws. t3' P Qualifier Name )A,rrp- ra Phone# 9 s `f State Certificate or Registration No. CCU 61 Certificate of Competency No. Architect/Engineer's Name (if applicable) f a Phone # Value of Work For this Permit $ ��e Square /Linear Footage Of Work: Type of Work: tion [I / Ait n 0 w:1 „- F Repair/Replace Demolition Describe Work: V� Submittal Fee $ Permit Fee $ t� CCF $ , I CO /CC Notary S Training/Education Fee $ Technology Fee $ Scanning $ d DPBR $ Zoning $ Bond $ode Enforcement $ Double Fee $ e � Structural Review. $ , 1 5 200 Total Fee Now Due $ I See Reverse side CAI SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) k Mortgage Lender's Address City State Zip i Application is hereby made to obtain a permit to do a work installations as in icai ed. I certify that.no work or installation has , ' II PP Y p m w and indicated. fY to 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 approv and a reinspection fee will be charged. CII� Signature Signature Own r Agen Contractor The foregoing instrument was wedged before me this The foregoing instrument was acknowledged before me day of , 20b- by C�t.4m�(e) I'e�G day of , 20e� by "* A* r+L who is personally known to me or who has produced who is personahy kno wn to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTAIxY PUBLI to toot toe osutoo a euYs•ana.n,. rr PCB C--.,V D 0393061 a ' »e a J .E. ...o • ntotototoe` Expires 2/6/2009 Sign: _ •+ ESSICA L FERRERA Sltl:N a CorrimiF 00039 061 Print: ! • _ { 2/6/2009 .Print: ""• Assn Inch ° + ° • . • Leetose °ooFOrF`�o° on ru(000)432. 4254.' My Commission Expires: s.,. ':..eto.ee...... My Commission Expires: APPLICATION APPROVED BY: r Plans Examiner I � Engineer Zoning (Revised 02/08/06) Ana &4 VdAm"Olor 10050 NE 2nd Ave * Miami Shores, Fl 33138 Phone 305- 795 -2204; Fax 305. 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: / 10050 NE 2 Ave Miami Shores, Fl 33138 (� Re: Owner's Name: Property Address: Roofing Permit Number: rf ®'"c•�IJ Dear Building Official: , I ��=-`� d. certify that I am not required to retrofit the roof to wall connections of my building because: 1 "The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. El The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provi ' 94 edition of the South Florida Building Code (1994 SFBC) te r' gnatur Print Name a�4��; auto gIN$WORTH SMITM MY COMMISSION # DD WN Expas March 5,20M State of Florida��� ®� County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this t ''- day of L Notary Public, Sate of Florida at Lar * When the just valuation of the structure for purpose of ad valo ion is equal to or more than s3oo,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building applicatio from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida ,� .... < �, t� :;::.,. Property Information Map :. S mmary Details: •F:: .;,'a,:.:Y ' ,,,::�,.. :.,: ...�.: 1..,, .. Folio No.: a ✓, ✓,:� ✓•✓. �' . < :: '�..�•••�.. Pro a NE 99 ST Mailing NEY O COLLAZOS Address: NE 99 ST MIAMI '�>:;r,,. t�,. :.,:;•x`... tttc:;:.. < i' :::.,.rz • • ORES FL -2339 -� < >•'` '�'• Pro art Information: x,, v'' ^ti •• ' Primary 1000 SINGLE FAMILY ^. a <•••• L:::••"' one: RESIDENCE ' ::�•:3; ' 'i 1 RESIDENTIAL- SINGLE C. �y�'�..: <x,�•: <: r. .���.,�,.• • a .� ••:;; �,: FAMILY f 3a'+:<•:'.<��•'' x:°�f %: >.; 3 .'• • x`•9:: =• FIOOrS: 1 <`' "'• a • Living Units' 1 ::• 1,683 Footage: 1333:' • :x ti ' a�:• 'x�'�•, �•: Lot Size: 750 SO FT 4 �� ## •:•;.. ••'•;*�'�.:: <•: :.•:.. < •�i..1 ear Built: 1972 �;�?':"' •1 "a�:x: »3' ;'':� ��< MIAMI SHORES SEC 1 AMD Legal PB 10 - 70 LOT 5 BLK 8 LOT °• ,•. ;:;s. IZE 50.000 X 115 OR :.:• . �: • ' ^�:�:. �3s: » ?'': �:x'' • "�•�• •.;; 19522- 0244 02 2001 1 COC : ' .. ,�•�,.. '';,�:" "'•:::��•• 68 -4510 02 2004 4 'x3 >' :• <. �� Sale Information: le O R' 19522 -0244 H:.:.... I e 1 'oY �t... . e Dat 200 "wiG. .3C� `'�',:, <,.. . ::x•. le Amount: 1$145,000 ,• ........ •,.33:::x: ^,•:;•. .:•. ,:.:•:• <:'.. ^.,.• :••• ,;r +y::. ::.:: .:. Assessment Information: Digital Orthophotography - 2006 0 112 ft ear: 2007 2006 Land Value: $195,673 153 238 This map was created on 11/14/2007 1:28:30 PM for reference purposes only. uildin Value: $188686 145 770 Web Site © 2002 Miami -Dade County. All rights reserved. Market Value: $384,359 299 008 sassed Value: $154,465 150,698 x m bOL $25,000 $25 otal Exemptions: $26000 $25,000 axable Value: $129465 125,698 http: / /gisims2.miamidade.gov /myhome /Printmap. asp? mapurl = http: / /gisims2.miamidade.gov /output /md p... 11/14/2007 i � i11111ii1 lli #� liiil lilif i6�1i !!1!� ilil �! � CITY OF MUM - BUMI)ING DEPARTMENT C F N 20 0 7 R 117 8 59 4 OR Bk 26103 Ps 1864; Qps ) NOTICE OF COMMENCEMENT RECORDED 12/12/2007 15 :08 : 58 F Please file at 22 N.W. 1sT Street, Miami HARVEY RUVIHs CLERK OF COURT PERNIIT NUMBER: LAST COUHTYY FLORIDA LAST WAGE FOLIO NUMBER State of Florida County of Miami -Dade The undersigned hereby gives notice that improvements will made to certain real property, and in accordance with Chapter 713.23, Florida Statutes, the following in provided in this Notice of Commencement. Street address 6. �- • t s and Legal description of roperty ll - 3 �+ f� 13- t 0 c o Lot k Description of improvement: -e r o a Owner( name �er Q _( m (& 2 o S and address+ © /�- �• ? f lQ�; l �v° } Interest in property: Name of fee simple titleholder (if other than owner): and address Contractor's name '(",¢ e 1 and address l l 6 7 e a2 s Phone number I ! f (,a ,,g -.ta Amount of Surety bond= $ : (Payment bond required by owner from contractor, if any) Surety Name and address Phone number. Lender's name and address Phone number- 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 Statues, Name and address: and address In addition to himself Owner designates the following person(s) to receive a copy of a Liences Notice as provided in Section 713.13(1)(b), Florida Statues, Name and address Phone number: Expiration date of Ws Notice of Commencement: (the expiration date is one [11 year o =2ardi . :nj unless a different date is specified Print Owner's Name' He y C0 1-0k iDS SIgAtURiOlVOWNER Sworn to and sub ' b ed 9cri i�fore �. --- vi Da of M 2Q0. .. ...Y...... . ...........oP u$ed ID Bq Notary he ,O ►L� Commit DDO , _ Print Notary s Name' - ` Q Bonded Owu (400)4324254: a4 y Oath taken Oath not � take ` o * Im I 'G /V Lion: T[a , / i ►N.. nu.. 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'p: iii ■ ■ ■ ■7■ ■ ■i ■ ■ ■ ■ ■ ■i ■ ■t. ■iii■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E'11/ ■ii! I■ ■ ■ ■i ■ ■ ■ ■ ■i ■ ■il;I ■ ■ ■ ■ ■ ■ ■ ■ ■i ■ ■ ■ ■■ ■■■■■■■■■■■ I� ■ ■ ■ ■iiiii ■ ■ ■ ■ ■ ■ ■ ■N■i ■ ■ ■ ■ ■ ■ ■i ■■ ■III ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ �� rrr..r��ws r r"ir ME=E ■■ OMEN ■■■■■■■■■■■■■■■■■■■■■■ ■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ii■■i■■■MEN MEN MEN ■■ MEN ■■■■■■■■■■■■ MEN G w[ CIl ! ■ ■ ■ ■ ■ ■ ■ ■!!:i ■ ■ ■ ■ SOMEONE Ono ■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■iiii ■ ■ ■ ■ ■ ■ ■ ■[ ENO ■■■■■■■■■■i■■■!■■■■■■■■■■■■■ r Y HIGH- VELOCITY HURRICAN9 ZONES Florida Building Grata �d�olf� �Q� Htgii:VjW fiuntmns Zorre U l am.e .! l W btt. r 906f System-Manufuturer.: 44W 7 "4i Product Approval Number: Whim Destart 'SNii� "Pro $ ures, f..Appftc.gb b (�iom :*RAS:1..21- or�C:al ula ilAi itcros ): lliiaxtraum DosYgn Piessuro / / c �` Product Approval Specific System: �o b �7 4 Method of ilia aftacb ment 0 Stm S tWad, Agg. ...... .s.te . . .... ....:. .ype Underteyrnen €: . . . Roof Slope: ... ..... - insulation: •• •• •• •••••• • • 11'£ Barr3ex: *Goo** .••• • • •• • •• • . • Rloge l xltil €tar► fastener Ty0e &!$.paein y rl�✓j a.• NAB• ' Adhesive-T}rpe; Pe t Slime €: 6 Nl6an Roof Heigh# Type &. Drip HIGH-VELOCITY HURRICANE ZONES Flo d-da Suilding Code.-EdMon 1004 14ILh Afo*. -HurflowarZ.0118- UnIf4irm -Pkm4&012ft Form. Sedflart rz (THe-'-*Ca.1rW1Atj2T0 j For - Mornient bas6dAUt systemsi choose -either Method I or1XovaVaftd the: vdues X 41 M wi t3r - the valueeinym Mr-If the Mr values are greater than or-equgl to the values;-for eadh•area; offhwx*4Ahen the -tile-attachmeift meth6d is. Md-hod - 1 "M. omeut Based Tile Calouhtfioi4.Per RAS 127 OP,:. q'<qt —.31 Product Approval M, M�. ­114,1Y — Product Approval M, M; Product Approval Method am -per Tfasig-94.1w .ReqWrred•MGmv*tt ofResistance (JWy-Vr.om Uble gelow 11_-_. "product Approval M, Mean Roof liefuNt 28 $10 .40' 2;12 34:4 3ti.ii 38*2 n-11 42.2 344 Q_N.2A- U-4 $ &:t1 37 :4 4112 31.2 33A W.I. 3•.3 '#:_1 2 30A .31-.• 38 34x$ W :7 24.1k VA *Must be used in coajuuctloa -with. a. Rrowar;l Coanty Board-of-Axilas • For 19plift based We systems use•Kethod.�. F with'"S. values for.7,1f thp:F' valties - - "ug-Pu. the F, -luxes, for tvA trea - of the-root1hen 000000 *0 of 0 of 0 • so 0 Product F' 0 ..... •••• Cos* Product:kpgR-jul Y Product Mptprofhl F* **• •• • 0* Symbol W110're- to Rua Wigtt.*-Pw&wP,* P.1 W127 TZ7kb—,j , at bj�, engkicaft analysis praporMby W baod oaASM 7 x ProductApproval ' Product Approval, -Product Approval V Product A2proval Agiced: Wift-Ri-JaWw F, A!% ni ramit - Product Approval Ti me"lont - WormtIt Product Approyal W-wift FLORIDA *BUILDING CODE — RESIDENTIAL 44.23 . o 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. CO 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. 6 '1� 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. 0000 4. Exposed Ceiling: Exposed, open beam ceilings are where tho&ders4fe orthe roof decking can be viewed from below. The owner may wish to maintaj9,�bc arclltdMal ....:. appearance; therefore, roofing nail penetration of the underside of the d@ok►ing may not be acceptable. The provides the option of maintaining the appearance. . 0" 0 0000 0000 00:00 000000 00 . 0.000 5. Ponding water: The current roof system and/or deck of tbAbuirding ifi att drain well and may cause water to pond (accumulate) in low -lying areapottte roof. 0 Ponding can be an indication of structural distress and may require theYevie* of a.0Y0i. 0.0000 professional structural engineer. Ponding may shorten the life expectar;e ( Ad perf6 ce 00000 of the new roofing system. Ponding conditions may not be evident until the origins iMing 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. 7. V1 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 ich ca result in extending the service life f the roof. l � � Owner/ fnjt'Signature Date ontractor Signature Date M 1 A M FDAE)E MIAnII -DADE COUNTY, FLORIDA BUILDING CODE COMPIdANCE OMCE (BCCO) MAO -DADE FL.AGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAG MEET, SUITE 160 Mau FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305)-' FAX (305) 375 -2908 Hanson Roof Tile d.b.a. Pioneer Concrete Tile 858 S. Military Trail Deerfield Mach, FL 33442 SCOPH: This NOA is Ding issued under the applicable rules and regulatio The documentation submitted has been reviewed M amr governing the use of construction materials. by the Board of Rules and A Die COSY Product Control Division and accepted, 1?P� (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below. The Miami -Dade C oun Division (in Miami Dade County) and/or the AID (m areas other than Miami Dade Coun Product Control have this product or material testes for quality assurance purposes. If this material reserve the right to Is the accepted man=, the manufacturer will incur the a produce or mat fzua to �°� in revoke, expense of such testing and, the AHT may immediately 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. Ibis product is approved as described herein, and has been designed to comply with the High Velocity' cane Zone of the Florida Building Code. . . 0000 0000 DESCRIPTION: R • P "S" II Roof Tile • • • •0000. 0000.. 0000.. LABELING: • • • • • • • Each unit shall bear a permanent label with the manufact urees name or to d • :***a • • • • following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. •' RENEWAL of this NOA shall be consi dered after a renewal . 0 • 0000.. ... 0000. application has been filed has �enmo • • • • • • change in the applicable building code negatively affecting the perf and'tbere ormance of this product.• • • • •' TERMINATION of this NOA will occur after the e • xpiratian date or if there has been a ` • • " • • • • • • materials, use, and/or manufacture of the product or ;evisipn or child the . . process. Misuse of this NOA as an • • • • • • product, for sales, advertising or any Other event ofan&+0 purposes shall automatically terminate this NOA. Failure to` �mply with any section of this NOA shall be cause for termination and removal of NOA. AD VERTISEMENT: The NOA number preceded by the words Miami -Dade the expiration date may be displayed in advertising literature. If Coup', Florida, and followed by be done in its entirety. an Y Portion of the NOA is displayed, then it shall INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submits documentation was reviewed by Alex Tigers. NOA No.: 06-8410AS Expiration Date: Approval Date : 10/]9/06 Page 1 W7 ROOFING ASSEMBLY APPROVAL Ca lory: Roofing Sub Category.. Roofing Tiles Concrete L SCOPE This renews a roofing system using 11ansan ItegayS 6 S' 11 Concrete Roof Tile, as manufactured by Hanson Roof Tile d.b.a.Pioneer Concrete Tile in Lolling, Texas as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirents, as determined by applicable building code do not exceed the values hoed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION M by Test Product A29ft Dkmq&m Sl kadons tion Hanson Regal / Spanish Length: 17 %" High profile concrete roof the for "S" H Tile Width. 13'1x" TAS 112 direct deck or battened nail -on, W thick mortar or adhesive set applications. Trim Pieces Length varies Accessory ftim, coom ete roof pieces Width: varies TAS 112 for use at hips, rakes, ridges and valley bons. .... 2.1 COWOMMM OR PRODUCTS MANUFAGTURRI) BY OTHERS : • • • • • • • • • • • 0 • ftoduct DbMadoas Test Product • • • • • • • • • • • • s c�� .. Tile Nails TAS 114 Corrosion resistant screw or • • • • • • • • • 0 Min.10dx 3" Appendix E smooth shank nails • • • • ` • • • • 0 :00 00000 #Sx 2 3/a" long t Clnrent ilTOA) ' • • Tile Screws 0.335" head din. • • • • • • 6000 • • TAS 114 Corrosion resistant, coated, . • •..g� . 0 • 0.131" shank Appendix E square drive, galvanized, th pmt M • • 0. dia. coarse thread wood screws 0 0 0 0 0 • 0.175" srew • • . 0 ...... •. . thread dia. 0 Roof Tile Mortar Prepared mortar mix Bermuda Roof NIA TAS 123 designed for mortar set roof Company, mpanY, Inc. {with file applications. (With current rent NOA) Roof Tile Mortar Prepared mortar mix ( "Quikrete® Roof N/A TAS 123 designed for mortar set roof C n Qu Tile Mortar #1140") file applications. Products Roof Tile Mortar (With current NOA) ("BONSALO Roof N/A TAS 123 c rep ed for W. R. Bonsal Co. Tile Mortar Mix's f (Wirth current NOA) file applications. I O NOA No.: 06441tA05 won Dates 1Q/19/11 Approval Dates 18/19/16 Fage2of7 i Roof Tile Adhesive NIA See NOA T acomponent ( ^polypro® po l ytuetl:ane adhesive Polyfoam Products, AH160 ") designed for adhesive set Inc. roof file applications. nth current NOA) R Roof Tile Adhesive Factory Single component oof rid premixed See NOA polyurethane foam roof file Flexible Product canisters adhesive nth current NOA) Clips Fasteners Hurricane Clip & Min. %" width TAS 114 Corrosion resistant clips Generic Min. 0.060" thick Appendix E with corrosion resistant nails. (With current NOA) Clip Fasteners Min. 8d x 1 /a" 2.2 FmDRNCS SUIBHIITTm) Teast Aam ma PRI Asphalt Technologies TAS -112 HRT- 0.11-02 -01 Mar. 2006 Redland Technologies 7161 -. 3 Static Uplift Testing Dec, .1991 Appendix III TAS 102 & 102(A) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing 1994 TAS 108 (Nail -On) Aug. 1994 Redland Technologies P09647 -01 Wind Tunnel Testin TAS 108 (Mortar Set Aug. • • • .. 0000 0000.. .. Redland Technologies PO402 -- • • • - • 0000. . 0 Withdrawal Resistance Testing Q. *o :60000 . screw vs. smooth shank nails • • • • • . • 0000. 0000 . 1� - I he -0-- 0000 00000 Center Inc App lied 94 -083 Static Uplift T Wig. esting 0000 1,� . • 0000. TAS 101 (Adhesive Set) - • - • • - - 0 0 0 0 • • The Center for Applied 94 Static :00:*: • S • 0.00 0.00: TAS 101 (Mortar Set) s .may 199.4: • • : 0000 : : The Center for lied • APp • 25- ?094 -(3, 6 & 9) Static Uplift Testing OcL 1994 Engineering, Inc. TAS 102 The Center for Applied 25- 7120 -(1 & 2) Static Uplift Testing Nov. 1994 Engmeenag, mac, TAS 102 The Center for Applied 25- 7183 -(3 & 4) Static Uplift Testing Engineering, Inc. Static g Feb. 1995 TAS 102 The Center for Applied 25- 7214 -(3, 4, &7) Static Uplift Testing Engineering, Inc. TAS 102 March, 1995 a NOA No.: 06-0410.05 Expiration Date: 10/19/11 Approval Dater 10119106 Page 3 of 7 The Center for Applied 25- 7804 -4 Static Uplift Testing Engirteering Inc. TAS 102 Sep. 1996 Celotex Corporation 520111 -3 . Testing Services TAS Uplift Testing Dec. 1998 TAS 101 Celotex Corporation 520191 -2 -1 Static Uplift Testing March 1999 Testing Services TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 3. LEWTATIONS 3.1 Fur classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to Perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum undedayment shalt be in compliance with the lic able Roofing Standards listed section 4.1 herein. aPP g Applications 3.5 30/90 hot mopped undedayment applications may be. installed perpendicular to the roof slope unless started otherwise by the unclerlayment material manufacturers published litexature. 3 .6 This acceptance is for wood deck applications. Minimum deck mpiremenf shaf fA sn compliance with applicable building code. 6 6 0 6666.. 6666.. 6666.. 6666.. 4. INSTALLATION • • • • • • 6666 6666 . . 4.1 Hanson R i Regal/Spanish `S' II Concrete Roof Tirte and its compo , 0 • • • • • 0 0 0 • strict compliance with Roofing Application Standard RAS 1 i8 RAS 119 20 0 0 6 6 g PP . a�AS 129,.' .' 6666.6 4.2 Data For Attachment Calculations • • • . . . 99. 6 6666 0 0 600960 .. . 00 9 9 60 0 IWOWN . 'IM NOA No.: 06- 041005 Date: 10/19/11 Approval Date: 10/19/06 Pap4Vot`7 Table 1: Aerod mic Multi hers -;L f Tile A (" T ( �3 ) Prattle Batten A licadon Direr# Deck A Hcation Pioneer R al/S ant `S' II 0.287 0,311 Table 2: rIN Moments due to Gra 1 Tile 3":12° 4•:12" 5" :12° 6 ":12" Profile 7": . Profile 12 or Pioneer Batten Direct Battens Direct Battens Direct Batten Direct Batten Direct RegaUSpanis s Deck Deck Deck s Deck s Deck 7.7? 8.34 7.65 8.20 7.49 8.03 7.30 7.83 7.1 Q 7.61 Table 3: Attachment Resistance ExpmssW as a Moment _ 14 (ft -Ibo For Nail -On ms TipDirect D"k Direr Deck Fastener Type (min 15132" Profile plyw ( pl Battens Hanson Regal/Spanish 2 -1 Qd Rin Shank Nails 28.6 'S' If 1-1 Qd Smooth or Screw 41.2 19.4 Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 92 148 Screw 20.7 20.7. 2 48 Screws 432 1 -1Qd Smooth or Screw ...... ....:. Shank Nall Field Of 23.1 2'3 `t' • • i .b • 1 -1 Qd Smooth or Screw .... • • • • • • Shank Nail Eave Cli • 29.3 ..:. ....: 2 -1 Ad Smooth or Screw 0 24'0. 86:00 a a Shank Nails (Field Cif ° ° ° 27.6 • 2 -10d Smooth or Screw 27 �`� ° ° 38.8 ' • • • 0000 ••.... Shank Nails Save Clip) 38.1 3$.1... 41:$ ° ° :00.0: 0• . . 2 -1Od Ring Shank Nails ° 1 ir>stanatlon with a As the 33.1 48.1 45.2 and fasteners are located a min. of 2w from head of tile. i a NOA No.: 06.041OX5 ExBImOm Date:.1WI9111 Approval Daft 10119106 Page 5 of 7 Table 4: Attachment Resistance EXpr as a Moment For Two P Adhesive Set stems M+ lbf) Tile Tile Application Profile Minimum Attachment Hanson RegaMpanish `S' II Adhesive Resistance 29. Z see manufactures rove! for Installation 3 Fwftw prcult s cements. P 1 � 7�teBond Average weight Per patty 10.7 grams. 8 Table 4A: Attachment Resistance Expressed as a Moment - M (ft-ibf) For Single Adhesive Set Tile Profile im Tile Application Min um Attachment Hanson RegaUSpanish Pai oam Pol ProT"" Resistance .S, If Po! oam P Pro �. m of 63uram of pnjup , 38. of 2 of p o1VProTM Table 48: Attachment Resistance ExPressed as a Moment - M (Mbf) For Mortar Set Systems Tile Tile A#t�tchment Haman R fib Pli cation Resistance Set 24.5 5• LABELING • . . 0000 0000.. 5.1 All tiles shall bear the ' g • • • • imprint or identifiable Markin of the manufactueg same o> logo as • • • • • detailed below, of following statement: - Miami-Dade, County Product Cwift;Mpproved t ; 0 0 0 0 : 0000 00•0 . . •00• 0000 0000. 0000.. 00 • 0000. • •0 0• 00 0 000000 H 0000.. 0 ANSO G 0000 00.000 0000 .. 0000.. LABEL FOR RE"USPANISH "S" ii R OOF TILE LuuNQ, TX. P LANT (LO CATED ON THE UNDERSIDE OF TILE) NOA No.: 06. 0410.05 Eton Dates 10119111 Approval Wte:10119106 Page6 of 7 6. BUILDING pERAW j;tEQU 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 rewired by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS FASTENER HOLES OVERLOCK i Tj 00..00 • 00.00• ! y�,� 0000•• • • • . 0000•• 0000 0000 • • i •• 0000 0000• 13 "00.09• 00 0 0.000 UNDERLOCK 0 • 0000 . • REGAL AKA SPANISH e'S II •.. •. • HANSON REGAU `S' H CONCRETE ROOF TILE END OF THIS ACCEPTANCE I NOA No.: 06 -0410 0S Egplration Date: 10/19111 Approval Date: 10/19/06 Page 7 of 7 MIAMI- DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 (NOA) Polyfoam Products, Inc. 11715 Boudreanx Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the 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 Hutppne Zone of the Florida Building Code. • 9 6 9999 999169 DESCRIPTION: Polypro® AH160 • 9999.. 90..46 9 906944 RENEWAL of this NOA shall be considered after a renewal application has been filed and Nere bias been np0 6 • • • • change in the applicable building code negatively affecting the performance of this product. • 4.6 • • • • 9964 96.9 66664 TERMINATION of this NOA will occur after the expiration date or if there has been a revisiP%Vchanee za'tkZ 6 9 9 9 9 6 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endonsoxmt of any 9 6 Product, for sales, advertising or any other purposes shall automatically terminate this NOA. Pailure to corpt? • ­ 0* • with any section of this NOA shall be cause for termination and removal of NOA. . . 0000 • 999496 .. . 94 9 6 6 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and folloVe4fby the expiration date may be displayed in advertising literatu t 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 J rge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05 110111 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AHI60 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 PolyproO 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: R— °fin Dimensions Test Product Descrintion Sneciflcations Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foamprog RTF1000 NIA Dispensing Equipment ProPack® 30 & 100 NIA Dispensing Equipment foes PRODUCTS MANUFACTURED BY OTHERS: •0000• 00 •• • •*0000 An Miami -Dade County Product Control Accepted Roof Tile Assembly having a curren?N". i Which• list moment resistance values with the use of Polypro AH160 roof tile adhesive. 0000 e ' foe• foe• • • PHYSICAL PROPERTIES: • • • • • • • • • • • • • P Test Results � • •� . . .... ...... Density ASTM D 1622 1.6 lbs. /ft. • Compressive Strength ASTM D 1621 18 PSI Parallel to rise • • e • 0 ; •. •. ; • • • • 12 PSI Perpendicular to rise ' f f •' Tensile Strength ASTM D 1623 8 �SI Parallel to rise Water Absorption ASTM D 2127 .08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I58°F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 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 i i EVIDENCE SUBMITTED: Test Agency Test identifier Test Name/Report Date Center for Applied, Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25-7492 SSTD 11 -93 12/12195 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[1J 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 0 520109 -3 . . . 00009. 00 0000.... 520109 -6 0000 520109 -7 0000.... :'••'• 0000..:. 520191 -1 TAS 101 • • ts"2/99 520109 -2 -1 0.0• 0000 • • .... '00000000.. _ ..... ...... 0000... 0 0 0 '0 0 LIMITATIONS: 000 0000 of 00 0.00•• I. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile AsAmbly'for fire rating. '0 0 00 00 '0'0 '0 .00000000'0 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. • 1 3. Minimum underlayment shall be in compliance wil 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 file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. g. W 2. F= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: I. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of PoIyproOD AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof the 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 file assembly NOA 3. Polypro® AH160 roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyprog 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 FoamproO 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 *gee Polypro® AH160 has been dispensed 0 0000* 0 0000 9. Polypro@ AH160 placement and minimum patty weight shall be in accordance witlNhe t • • • Details' herein Each g eneric the file �` •' • • • ' g � requires the specific placement noted hereia! • • • • • • • � • • • • 0000•• • • • 0000•• Table 1: Adhesive Placement For Each Generic Tile Profile . ' •••• •••• ••••• Tile Profile Placement Single Paddy Two Paddy; O cement , gams) .00000 ' • "' • Detail Weight Min. per padd • • • • • • • • • Flat, Low, High Profiles #1 ( � 0000 ... • �. 35 MA • • High Profile (2 Piece #1 17 /side on cap and - N 7A • • 0 • Barrel) • • 34t an • • • Flat, Low, High Profiles #2 s 24 N/A Flat, Low, High Profiles ##3 T 8 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. ry NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT D ETAIL I SINGLE PATTY Ne00tmu8h poft P 79 Nab thtnugh plastic Dement � >'�Pi6�tllTi�i 10 d� 101n 2 Fascia Fmcamae Faeta Y Enswwno* Encowse Eawcb•n• C�9Cto>ute Kmp *m ya mmad"aw- 04 edge Ne pbaHO at 1' �i. 1i�cemmuBhadi�iretoa l pmq Nd ea N � sgoena k�ea to conf�ta�h die � th Ae I 2)T wmsupdodwaph oadmatea1t21n. 1 Totto From outbecipa owtas. 7bou blom melt wworlay—ft o••••o • 4 • Coa 0000•• Eet•� %i %" �'' "� / • •• • 0000• EsYef�nae F //% • •• 09000 • x9opmolostim 4hup bppodos •• • 000900 frame oH6eem ' • AbultamoMmmof psoMmEmnu omw4af 0000 ••o••• pmaodcaadbsam • • Pod�tapltorta••o• • • Wet 8ne. • • •utam •o•••• • • "Woft9! • • • • • Es" W Nre Wa"h* Fascia • • G NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Apprcval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT D ETAIL Z SINGLE PATTY Nag through plaetic cement p3y (BVMM 14 Nall through pWft cement Un /T(gh (Ae} undedaynond ° 1 ° ° 1 T h s� in. 7 in. i�in. EaweCaase ° % Vb"hcb faeda Sows EMdcaue Em Clum 0000 Y • 0000 0000•0 Nail through ply cmnent 1 Tiw • • • :4,00:0 • • U� „ 00••00 • 0000•• • •0•• 0 • • •••s4,• 0000 0000 • • 0000 0000 00000 _ 0.0.00 •• • 000040 0• 0 00 0 • • •604,00 •••••• • • • • • 0#00 000*00 • • •••• • • • • 0 000000 •0 • •• • • • • • • •• • r E +Cne F81Qe Facto NOA No.: 06.0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Rd ft v* plastic cement pa* Nafi though plafic cement S {between t1e) paddy under the ° Pa* Umlett ru"d Single per+ between file (ulader 06) 2In. x 7 in. medum 0 course ° size paddy nly am single pa x 3 low under too r in.x 3 In. Slagle paddy on 2 in. 4 in S 4 i ^ 2 in. under padlyon umlor- loYne� paddY Fascia Sho paddy � on top of We Weephob on top of tug slm p addy Eno closure Fascia' course only IkIpedge 6666 NMI throw► plastic cement Silo paddy • • • • • . •. •.6 under the a paddy • • • . • • between tRe . • •.. • • 0060•• • 006600 0660•• 0 0 0 0 000 0600 • . . • • • 6008 0000 00000 06.00• •. 0 00.60 41 •• •• •. . 000.00 1 In.x3In. 0 • • Single paddy • • • • •. • 6600:0 anunderlaymard 2 n` • • 0660 • • • • 0060.• •• • •• • • ° • • • e Single paddy Ea" Cla uue on top of We 2 bu. x 71n. med w EareCoIse paddy eave 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 { POLY FOAM S ,V Y C Cmpotare E w �aRe� PO. Ban z539 1 F�33sst �Q.acz543ss Tbmbal;, zx77a7�1s39 PQ = 4ht aW 774 -3628 Ted 888 T14-1099 ' G#: 629 -Q65 954 5T -15S9 F= 283 51 &M7 Far 954578-.1042 90 2M-974a 1 849262 -8749 POLYPRO ® AH -16Q ROOF TLGE ADHESIVE INSTALLATION INSTRIJ'MONS POLYM(?AH -160 Roof Tile Ad beWe will adhere to vancous types of asphalt ,� =delaylneods, &M s oc* MC&M ASTl W0. 30 to xaanlated suffw mIl Waft ASTM D249 Me wive w131 also to wed bites 1e types ofd UmUlYmame eai*W when det=fimingregstum Vahles, due to the p pj3f=0&fUgs sXte -. 0 0 0.0 effixt1he modifiers c minute to the sow of the top Mff3= whets eacposedl6 ' Products niftced 'ft P or sfg+aone b=ed sorhataft not recoam�nded, 0000.. 0000.. ..0. 0000 _ UNDLR7,�d►��� ATT�t''$ME 0000 0000 .. � .. 00 . 00 ... ....�. Slum the roof camponents a being adizered to the tog surface oft • 3 • man must be made fur the • • • • • • attachment of the underlayment to the substrate..Patyjam Pradmc t , In= lists the mock cc=UOWY used a ttacliment syst in our ewz1 or cg ffl • reports. Contact Polyfo+am Pmdacts, Inc, fo aftwjm2at A%A • cm—s in ycw am • • • NAU AXX WOOD DECKS - A#tachinat of the underiaym mt system to nangble declu +curt be calculated y and is dependet on various Actors which rang$ from, the type of fastener, the diameter of the fi tb typ of pan overvalue Of the h0wer head timoagh, the underlaymeat; mean roofHeight, basic wind speed etc, NON - NAILABI,E DECKS - Typically these types of decks are usually Primed, and the waterproofmtg is accomplished with self - adhered membranes, cold process systems or applied with hot asphalt, modified acrylics, Elast type Products or to raw ca amvte. FLA LIW GS Apply the flashing material according to the WeTnanufacumers recommendations, Roof Tile hlsw=e (RTI)1 WeTstem States Roofing Contractors Association (WSRCA) "Concrete and Clay Roof Tile bistal3ation W for Moderate Climate .Regions, FR.SAIRTI "Concrete and Clay Roof Tile Installation iYlanual" (System 4), Florida Bmldmg Code RAS 120 or Ideal code regmraments. ,av, Aug. 22, 2002 Page 1 CONCRETE AND CLAY ROOF TILES PflLXPR U ® A13 -16Q will adhere t4 both clay and concrete roof file as well as other roof componellts, Tt1TAL RESiS ANCE VALUES forvadous � � � P d Y Puts to meet the wind dedga� e va l u es roo ghts as well A basic wind speeds" Polyf = Prods has the highest total M' cM=IdY Mwyved amt syst= in lUding martar, nails, nWs and -W/or screws with. no (Cc MMm* dig on the p&.h of tbg roof) pu the WamW oofing undaia Our attachincut rC values are included, in our evaluatiaaa or comp rq)orbL For specialty jobs plem c'.o tad polyfoam Product ,Inc. • ADDI'�ONA�. ATTe('ffiI�1�'T REOI7tiRF�re Additional hftmmg may be n=wmy on Acep p to hold fire #lies is pd u�atii the eve }n a cCe to The: m4 are as foliaws: . . .... ...... Fear PiWh= up to and including 5:12, POLXPRO -160 Roof Tile Adhesive dd be'msdalet;' % • ....: wi&uut the use of nay additiond th fiwbM= Some • • • • • • fir c rac usMayeiectto in eave Comm t pmposeg c a1y. For piabcd w above &U, the eave coarse shalt be lyj& c oeMg i • • • • • • addition to tae P(XYPRC AH -160 Roof Me Adhesive, Forp above 6:12 tY 'tts and inclu�iag • • • • • e�y #bird tde in em7 frith cQUMe shall be: with o na:R in ;i a ...... above 7:12 nail m ytile sball rec mve menQ in additim to the adhesive,.. .' As an doe t b =ffug eM7 tfl*� far .... ...... I ovip, t3lesrlraybe '''' • with batt�a .. �.... o+vrr4 $lamp, , nom�al 1" z 2 " teaU4 decay or 8dVa ills. metal batten. Battzts shall be deed, to the Andmg with 3 - 8d iing shank (0124 inch ) nails or scaVMS per each 41 long hmb When,utdi�g the shall be 3" inches unless r byModuct design an preduawd &sbmw with allot edge ma shallbe used. For amed with � addition to i p ad= �ve 6:12, the Pan tiles of ttve save =M shall be YPRO AH -160 Roof Me Adhosiva For p Wes above 15:12 up to and including 7:12, W Ypan tile: m evearY BM course shall be fastened with one nod in adMW t O the FOrPWM above 7 :12 nail eMY file (cover and pan, tile) shall receive one nail in addit M to the adhesive. For the mat Ofcover ales, on phrhes abos►e 7:12, the use of wood ahrmgats under the covet tle ace optional. As an afternative:, the use of a S steel ar cOpp= ware an& or c 4M*Ie nail or a straw nail (gwt#ec spsie) is also an acceptable option, Nails shall be on (ATM A 641, class 1 or approved equal), of suT=e nt length to peneUMB the deck aminimum of 3/4" ort3 mugh the thickness of the deck whutweris lam Cow4 title Pic truant shah be applied to seat all nail pions, when using urnierlayment pmdaft that do not sent nail Penc=m& Some modified bitumen self- adhered =zmft$ ass, haves scd m8 capabilities. Contact the tmderlaY W�pmof ng membrane ment mamzfac=w far sealing capabilities of the gxcflc Rev. Aug. 22, 2002 page - t CQ TS§ AIM Lj�rIQw 1. POLYPRO AH -150 Roof Tile Adhesive sball be applied over a and ent installed M MWha=with the tables as listed in our evahmtiou car coMgliance rqxmft. (Call PolyfoaM for uxIw:tayn2ent recommendat bsbllatiaa must be by a hdory tabied "QuaUed !o3►'Polyfoam, Pz�cts, I= Apphcatot" ap and Iicen,� 3• Cali tiem of te FOAMPRp'm meat is required berme qplicadoa ofaay adhesjve, =cept farPROPAW � , The mix ratio vftbe "A" COMPOneft cad the `3' SW be m bdweea 1.D -I.IS {A� ba (B }, F+or Ratio Cah'It iem 'Palo'the net wit of tL- " A." ch®miceand cii;iide it b3 t net wedght of the `B" dunj 4 . Adleve shall be placed, in accwj tce wi& our - padddggla dl' dw • • • • •' • • • • • • Mentiesned gym, our a on or fS • AdlCiiC u1G j,�j • • • • • • �, Y toe. T.det>zust be set �"'tp de's • LL � yam. • I�Ytiswfmg(: .the 1. •••• •••• ••••• 6. POLYPRO -168 R oof Me Adhesive shaH not be • •' • •' ' • •' •' :::::o • vickt 18 0 (;Swfi&)� A13Y exposed foam maybe cut away and cci or • • • • • • coded wig a good qualiiY mpaattcars •••• i••••i 1o4mradme foo m. fcu�#he alPP ou tc� . 7. POLYPRO -160 Raof'l & Adhesive shall be applied with Polyfaum. Ptoduft aoniiy,. Rev. Oct. 27 2000 p age 3 9 Small Paddy Pl9cemeIIt Fiat t Low Proffle Tile 1) s tarling at the eave '• 3" (76.2 MM) a 3" (75.2 nnm) x 3" (Ig MM ) f PAY onto the u m j = j wjMeM t posftianed as shown under the &wgthening nb closest to the ovedack of the ttde being set. FlatlLaw Pro>Bfle 2) Cand in samme mac 8PPrwMwe S (51.5 Mr) - 9 (59.1 =i) square inch adhc�ve +terair. Q contact wig the underside of the tda, 0000 0000.. .�VteC17II�i 0000.. Profile MTfe gan'�"zie ... 0000 0000 1) Stadia$ at the eav ecO 4 � aPP • (76-?man) x 3" (76.2 jj . i 3I4- 0 j 1j3iM Y CMD the UQdMjUW=t positioneCj as shOVO4 under the Pan pmtims of t1 tilf t tS.fte. �. �,., �.... Mciock ofthe ire hein$ so. • • • • :0000: .. . .. . . . 2 ) in same maanec. h mme • • • • • • MeidIUM a (51.6 cns�) - 9 (5&1 =3�) sonars ash adhos�e $ contact wrtit the ua� of the tlle. #► High PMfRe Tflle (Single Pan Tile) R 1) sting at the cave course, apply a manim� �. 3" (762 mm) x 3" (75.2 amt} x 3!4" {19 mm) foam paddy awo the uaderhWmeat posWoncd as shavm ander the pan pa rtien of thre t il e closest to the ova lock of the the being set fa.y. Fes. 2) Gontt= m same manner. Ins�ti'6 atzly 8 �i..lp.. 6M . , w . (51.6 cm - 9 (58.1 =�) square inch adbesive contact wig the underside of the tae, High Profile Rev. Oct 27, 2000 Page 4 t Medium Paddy Place ment 7 Flat / Low Profile Tile `rw... 1) Shag at the eave ==er -ply a MWnmm 2° (50.8mm) x 7" (177.8 mm) x 3/4" (19 mm) . ` foam PAY ooto the uad"'N'1e P "It aed as shown minder the nb clot overlock of the the being set, to the 2 ) due in same n ( + -12 "�wy 10 .Flat/Low Profte } �• �} inch e cola act wt* to underside of the tam flow y Ovoina Tft. Medium Profile Tile (Double Pan Til e) goes 0000 00.000 7 . . . • aw.» 1) Si at the env$ ...... �y a '2» (50.8 mm) x 7" (177'8 mm� x 3/ 9 r .0 0 a 4. m4 peddy own the under *e pea PGIrW04 •tbe domestt fo o ft ovmiw*of the We beiage •• ••g••• Son *NM Cuomo • •*fees • • !►i•w 2) Condnuc in 987�IB mariner. 1 • •••• •••1Z t Profile (77.4 c m ). - 12 (90.8 • • ;Y • coatactwith the tmdrz � �: �: High Profile Tile (Single Pan Tile) 1 ) Stmt9ng at the me caume, apply a miIIbaum 2" (50.8 mat) x 7" (177.8 mm) x 3 /4" (19 mm) •.w•..,r.,,w fba m paddy onto the undexisynimt positioned ag shown under the Pga Portion of the the c1camtta the overiock of the W being set . 2) C:ontiaue in same maaum: Inscire aPly 17 �.. r..�. �•• (109.7 cwt) - 19 (122.5 cm square inch adhesive ""' «"'• cant= with the undermde of the tile. HUt ProfXe 5 Mad =NNW �. r �. � Dual Stacked .. _ Method Flat / Low, Medium and High profile T He x" 1} On the eave com-se only, apply a mbi 2* -� (50.3 mm) a 7" (177.8 mm) x 3/4" (19 foam (medium) paddy onto the underlays positioned as shown. Place paddy under the gtreug&enmg nb for flat tde, or under the tile, for p� Portiana of the Nam law o r high profile tfle, c losest to the Overlock o f the rile being set Leave approximately 4" (101.6 ..� amp mm) up from the eave edge free of foss to preyed Flat(Low Piro le hthe adh�va from bloom the weep 7+w r ter. u•� 3344 { l apply n m) foam pad � mm } x above the cave °fir s'place� s under tine stomgthe� j �b %r j*.Ul; yr 00 �.,,.�,..�'�►- pan poatioaa of tine .� to � over�oak fgr. ft Ou Of ft. Al. ; +a.rt rw between eave cas` .=d' s+ • applicaadorL Set the empe'aep of t' CAndw 1 1A same manner. It is easier to work W al � it is not • �•• : � 10 (64.5 -12 (TI 4 c r t with the n Medium Pto;@te � � only, a�l� afthe tie fin the'esve: .. a r 3) After the 3" x 3" paddy oa the std course of die ... has cutrd to touch, apply another 3" (76.2 mm) x . ,,� 3" (76.2 mm) x 3/4" (19 mm) paddy der" e:dy an tap of the camrd. paddy. At the sense time, altmnsrbdy ..: apply a 3" (762 mm) x 3" (762 mm) x 3/4" (19 UPPUMNOW MM) foam paddy onto the naderiaymeat for the aPPHc2tWn of the ftd course is the same position as Mentioned i n nub (2) ab Set the the amt the second course and allow the small pad for the tbard course to skin over new 4) Continue in same manner. Insure 5 (32.3 cm - 7 (45.2 cm) square inches in cmtact with* the High Profile underside of the tile for all courses except the eave course. MIA W-0 04o °., Marge Faddy Placement .Flat 1 Low Proffie TjUe (50.8 MM) x 10 (254 mm) x 3/4" (19m) foams ply ontD the underlayment Positioned. as shown, et' under the st w9f wing nb alert to the aved ock of the We being set. 2) Coath= is sa m manner. kam a ly 17 (11009 . — 2 3 (14$.4 CM ) L� �;1 inch adhesive 4 1 . W new apt vAdt the s a be ne. FWOLow ProMe M . MM Profile THe {? ouble Pay. . . .... ...... g ...... ...... Y) S at the ea+ee •, aPF� a Room Sob" T `' paddy ca6o 1 (244 =M) x 3/0 <19 ZIW. as ,a.., of the :* � '' Ong o MM. $ire beitcg *L ... ...... 2) Couatinue is same • • • • • • • • • mat�► 170 ..�..... (109.7 — 23 (14g 3.�) iach adl ;ag: all Pam. t with the undemde oftba •' Mme°` praffle High ftOM Tile (Siigle Pia Tile) P•wr► n...r. TWO 1} Stag at the em comsq apply a ,. mkfimm r (50.8 MM) x 10" (254 mm) x 3!4" (19mmn) foam Paddy ovID the undcdnYMMIt positioned as shown under the pan 1mtian of the tr7e ci+oaest to the Overlock of the the being set: 3 Cont =e in same manner. Insure 111 11, 1 17 (109.7 =?) — 23 (148.4 =r) conb= with the underside of the tile. MP 1 4K• ~�►� High Froffle n"N Ake" =NN" Two-Paddy- Placement ens • j Flat i LOuw, Medium and High Profile Tie 1) Oa the eave course only apply a Mdnim= 2" 50 mm) x 7" (177.8 rnm) x 314" x3,6. th (medium) Paddy antsi e u (19 mm) foam �,. � p(sitiot� a as shown under the st= g nb for flat tilt or under the Pan portwn of the ttUe for low ar .high Profile tale closest to the ovexlock of to the being set Leave aWmximately 4" (101.6 mm) up from SNO .' m* the am edp free -of foam to Pmvent the ftwaft.' w" adhesive from blocidag t Weeps holes, Fbt/Low Proffie 2) Apply a 3 " ( 76.2 mm1 x 3" (76.2 mm) x 3/4* (19 me paddy � a the jua t below nw. ,�,. P ositiaa+ed tompaddy under �awP*w the rib for t* the OrVnder the" as "NOW '"'"'"'�' P�m of the tt� alarm to tW a mhdock $ cave the to be .iastaIl • • .!? � Ins apg raaimat el .. � c�narse Of try *a: t "'tea * Kona am. adhesive c ontact withVa Aut erAdeof the V% R tip am Cotttee fln1p. • •. .0 0 • • • 60000 POW 2!s • • 6 • • 4 •• •• •• • 0000•• "••• 3 ) Apply a 3" 76.2 • • mn) foam Padd the 14 % • Pone d • •d - t - O - �c1cr the stern g n-h four &We or under the �•a... PIM portion of tit-- tile, claseA to t bC umdatock for the second comme the to ber*nt$lled, 4 ) Also apply a 2" (50.8 mm) x 4" (101.6 mar) Ply on top of the eave course the surface as shown, arc. ""' top of the st engt nb for flat file or an tog of f ..r... the Pan lion of the tile, closest to the underla :k j I =. o. a? Im sum of the first c cam o f t ile. Install s ecoad c aarse o f . was tile. It is easier to wark is a horizontany however it is not mandatory. Insure a pp z r i 9 ' (58.1 cam) - 11 (71ciri) square inch adhesive � ,�,,,,�,� contact With the underside of Ilse file at the ovaiap a and 7 (45.2 cm - 9 (58.1 c=r) square inch adhesive , contact with the underside of the the at the head of o the tile. Continue in same Warmer. ce t,' d on - *4M, up*"" Rio Profile ' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 ME Inspection Date: 03/13/2008 Permit Type: Roof Inspector: Grande, Claudio Inspection Type: Tile In Progress Owner: COLLAZOS, NEY Work Classification: Roof - New Job Address: 60 99 Street NE Miami Shores Village, FL Phone Number (305)756 -0003 Parcel Number 1132060131060 Project: <NONE> Block: Lot: Contractor: DETAIL ROOFING Phone: (954)564 -0115 Building Department Comments re roof tile to tile Inspector Comments Passed cc Failed E]_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Wednesday, March 12, 2008 Page 2 of 2