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RF-20-169w Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL 33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net January 27, 2020 To: Miami Shores Village Building Department 10050 NE 2"d Avenue Miami Shores, FL 33138 Re: "After the Fact" Tile -In -Progress Inspection Barker Residence 40 NW 102 Street Miami Shores, FL Permit #: BP05-73 General Contractor: Statewide Roofing This letter is to advise Miami Shores Village, Building Department that a representative of our office h5s visited the site on January 24, 2020 to observe the construction details found at the subject pitched roof. During our visit we have noticed the following: o Tiles installed are Santa Fe Spanish "S" (NOA 03-1125.03); o The two Component Polyurethane Foam Adhesive was installed as a large patty with a size of minimum 2"x10"; o The tile head lap was found to be a minimum of three (3) inches. Based upon the above limited destructive roof plugs, I certify that the roof assembly has been installed per the permitted documents as described above and is in compliance according to the 2001 of the Florida Building Code and the approved roof permit application. Should you have any questions regarding the above, or if require additional information, please contact this office. Sincerely, CeBB Engineering & Testing Co. #(,A#: 9 8 0 7) 01 /27/2020 Eduard C. Badiu, PhD, P.E. # 59997 For the Firm January 27, 2020 To: Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net Roof Tile Uplift Test Report Test Date: January 24, 2020 Permit #: BP05-73 Address: Barker Residence 40 NW 102 Street, Miami Shores, FL Contractor: Statewide Roofing Roof Pitch: 3:12 Attachment method: Adhesive Pol set AH-160 Tile Type: Santa Fe (NOA 03-1125.03) Device Used: "IMADA DPS 110" force gauge (Serial # 340509) Total Sloped Roof Area: 20.00 squares All Testing is in strict accordance with the Florida Building Code, 2001 Edition, High Velocity Hurricane Zone — Testing Application Standard (TAS) 106. Roof Area: 20.00 squares Total Number of Tests Number of tests Passed % Passed Field Area (1): 9.00 squares 12 (T27-T38) 18 (T9-T26) 15 (T1-T8) 8 (T39-T46) 12 18 8 8 100% 100% 100% 100% Perimeter Area 2 : 11.00 squares No. of Corner Areas (3): 8 Ridge/Hip Areas: 120 pcs Based upon the field tests, I certify that 100% of the static up -lift 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, contact th ce.i` ►`gmeer,nMing Co. v�OA l�l) /24/202 1 _ far ciu,E. 'i•v a ° Re*? ;9997\`� Cc: �Vdu11113Wge,Roofing Enc. Location Sketch Calibration Certificate or if require additional information, please do not hesitate to Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net HANDLIFT RESULTS: Passed the protocol criteria of less than 3% loose. We performed the un-lift test. Roof Area: 20.00 squares Total Number of Tests Number of tests Passed % Passed Field Area (1): 9.00 squares 12 (T27-T38) 18 (T9-T26) 15 (T1-T8) 8 (T39-T46) 12 18 8 8 100% 100% 100% 100% Perimeter Area 2 : 11.00 squares No. of Corner Areas (3): 8 Ridge/Hip Areas: 120 pcs 'y5 1�1 tb 1� 1� TAS 106 TESTS LOCATION SKETCH Permit # BP05-73 Barker Residence 40 NW 102 Street Miami Shores, FL Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net TEST RESULTS (P = PASSED, F = FAILED) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F 1 P 26 P 2 P 27 P 3 P 28 P 4 P 29 P 5 P 30 P 6 P 31 P 7 P 32 P 8 P 33 P 9 P 34 P 10 P 35 P 11 P 36 P 12 P 37 P 13 P 38 P 14 P 39 P 15 P 40 P 16 P 41 P 17 P 42 P 18 P 43 P 19 P 44 P 20 P 45 P 21 P 46 P 22 23 24 25 Engineering & Testing Co. 7450 Griffin Road, Suite 140, Davie, FL33314 Phone: (954)581-7115, Fax: (954)581-2415 www.cebb.net QC Metallurgical, Inc. Testing & Consulting Services CEBB Corporation P.O. No.Verbal Imada-Force Gauge Range 0-110 Lbs. Accuracy±] %@ Indicated Scale Serial No. 340509 Standard In Lbs. Instrument Reads in Lbs. 0 0 10 c 10.0 20 C 20.0 40 C 40.0 60 C 60.0 80 C 80.0 1 100 C 100.0 20'f -20.0 40 T -39.9 60 T -59.7 80 T -79.6 100 T -99.3 Force Gauge is within±l % of indicated scale. June 18, 2019 QCM Job No. 19FM475 Cal'brated with I== Tensle Mwh m. load Cell SN 936, QCM414, 2 picas. Range 0-1000 U.S. Acem y ail ].OY,. N.I.S.T. M CcrL NRPI004200009. Date 9/=18 -9/1 M019, Ca b.W I.A.W. ANSINCSL Z540-I The accuracy and calibration of this instrument are traceable to the National Institute of Standards & Technology and are guaranteed to meet published specifications. Date Calibrated 6/18/2019 Date Due 6/18l2020 Kevin Grate Q. C. Metallurgical, Inc. 2870 Stirling Road • Hollywood, 1-1. 33020.1199 a (954) 889-11039 " fax (954) 362-5742 E-mail: f mteggcmet.com Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 01/27/2020 Parcel Number 40 NW 102ND ST, Miami Shores, FL 33150 1131010180140 Contacts Permit NO.: RF-01-20-169 Permit Type: Roof Work Classification: Tile Permit Status: Approved Expiration: 07/27/2020 PAUL BARKER Owner STATEWIDE ROOFING INC Contractor 40 NW 102 ST, MIAMI SHORES, FL 331501230 KENNITH MULLINS 4611 S UNIVERSITY DR, DAVIE, FL 33328 Business: 2562398900 charlie6552@yahoo.com Description: REMOVE EXISTING TILE ROOF AND INSTALL NEW Valuation: $ 5,000.00 Inspection Requests: 305-62-4949 ROOF COLOR THRU to replace BP2005-73 Total Sq Feet: 2,000.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $1.00 Roofing Fee $225.00 Scanning Fee $9.00 Technology Fee $6.88 Total: $301.76 Building Department Copy Payments Date Paid Amt Paid Total Fees $301.76 Credit Card 01/27/2020 $301.76 Amount Due: $0.00 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, eby�ther myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WI WS OORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inform regulating construction and zoning. Futhermore, I authorize the that all work will be done in compliance with all applicable laws x to do the work stated. Authorized Signature: Owner / Applicant / Agent Date January 27, 2020 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 ENTERED JAN 2 3 2 20 #A.A FBC 20-7 BUILDING MJ - �-� r 1 Master Permit No._� , - , PERMIT APPLICATION Sub Permit No- q-9 yl -Z n - OBUILDING ❑ ELECTRIC 1K ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 40 NW 102 STREET City: Miami Shores County Miami Dade Zip Folio/Parcel#:11-3101-018-0140 Is the Building Historically Designated: Yes NO X Occupancy Type: r-1 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): PAUL DOUGLAS BARKER JR. Phone#: AddrP«.40 NW 102 STREET City: MIAMI SHORE Tenant/Lessee Name: Email: chipojo1964@yahoo.com State: FL p: 33150 Company Name: i (3 r; 1 I iY ( Phone#: State Certification or Registration M � J(j� Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: c City: State: Value of Work for this Permit: $ d.-jo Square/Linear Footage of Work: ?A O0 Zip: Type of Work: ❑ Addition ❑ Alteration 7 New ❑ /Re lace Re air P P ❑Demolition Description of Work: TO REPLACE EXPIRED PERMIT BP2005-73 TO BE ABLE TO CALL FOR INSPECTIONS Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ (O (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City — State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." !Notice to Applicant: As a condition to the Issuance of a building permit with an estimated value exceeding $2s00, 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 reinsction fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this -0-_ day of A.N'� 20 2Q by PAUL BARKER who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ############################# APPROVED BY (Revised02/24/2014) ' ' 4 The foregoing instrument was acknowledged before me this day of)ci ti-,L) ('Gr 20 by i who is ersonaily knQwrito me or who has produced as identification and who did take an oath. NOTARY PUBLIC: t d` Print: I w of FkX Seal: �; Brenda My c mmiwiat GO 294382 �,,,_d� Expires02/11[r Plans Examiner Structural Review Zoning Clerk STATEWIDE ROOFING, INC. 4611 SOUTH UNIVERSITY DRIVE DAVIE, FL 33314 PHONE: 256-239-8900 CCC#: 029572 January 22, 2020 State of Florida County of Broward Before me this day personally appeared Ken Mullins, who being duly sworn, deposes an says: That he or she will be the only person working on the project located at: 40 NW 102 Street Miami Shores, FL Contractor Signature 11) »! Sworn to (or affirmed) and subscribed before me thisday of >i fy- 2020, by 6�1�r Personally known ' Or Produce identification Type of identification Produced ww�nN je 111 Plynn lk Sfab of Florid 294393 �q w{I E�ir�s 02/11/2023 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDINGPermit No.��" PERMIT APPLICATION JAN 19 2� FBC 2001 Permit Type (circle): Building Electrical Master Permit No. bing Mechanical 60144 Owner's Name (Fee Simple /Tfitlpholder) NW L n�, jS Phone # Owner's Address '-{U /�1w ��� SI�e'— CityAR Sladk5 State Zip zv�50 Roofing Tenant/Lessee Name Phone # loA- 11 - 3/LltD Job Address (where the work is being done) �{O IVUU %O.;� S—(—. City Miami Shores Village_ County Miami -Dade Zip 33� Is Building Historically Designated YES NO ►�"'r �asFl n(� � Go of S7?iiitlC�L 6 � Contractor's Company Name �y / ��LPhone # ✓�J ' � 7 • �O/'�— Contractor's Address A / / f✓ City 9t State Zip Qualifier 2- t S6A-)tt/►,JA State Certificate or Registration No. ertifrcate of Competency No. Architect/Erigineer's Name (if applicable) Phone # $ Value of Work For this Permit Type of Work: �]A.,ddittiio'nr ❑Alt(erra�tion ❑p�Neww Describe Work: 1 mWc vs-nt,► F it I Square Footage Of Work: )9, Repair/Replace ❑ Demolition ? P4-nL 4z� l-1 b 4CF - Submittal Fee $ Permit Fee $�7 CCF $ CO/CC Notary $ Training/Education FxXj 86 I�— Technology Fee $ b Scanning $ Radon $ Zoning Bond $ �+ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ r oC �""� �' 0 Qj (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip .i 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 Bch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature:9 , ASS SG 41elbi %r caner or Agent The foregoing instrument was acknowledged before me this day of ' r; 120�, by J�`tL(-S SGA yN�l who is personally known tom or who has produced As identificatpn and who did take an oath. NOTARY PUBLIC: Sign: Print: Signature 4 �r�t 516r Cf>�,A1,L--- ✓"- The foregoing instrument was acknowledged before me this day of kV20df-, by PA-i I who is personally Lown to 1ne or who has produced NOTARY PUBLIC: Sign: Print: identification and who did take an oath. My Commission Expires: *' Expires: May 01, _* < : Expires: May Ol, 2007 ° Bonded Thru My Commission Expi °�: Inc. OFF��P` A}�q }�B.opnddedd1Thr(u WYt****SP!'i7C'X!C JAN APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 05/13/03 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request C TypeInsp'n Permit No. ®-1!�—"" Name Address T © l� !� �� fJ� ?l ✓ Company Phone # l ✓ ���� (/ Inspection Date Mg Approved ❑ Correction Re-Insp' n Fee /" aCOMMERCIAL PRINTERS, INC. 6600 NW 15th Avenue • Fort Lauderdale, FL 33309 sue@cpi2.com • tel.: 954-328-0621 iT2005 - -93 SOS - TV Pau I Douglgs r•� MIAMI SHORES VILLAGE BUILDING DEPARTMENT V�6 305-795-2204 Building Date Type Insp'n Permit No. Name Address 40 M 'Ay 1 o a Company Phone# Inspection Date Approved ' 3 Correction ❑ Re-Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed:1/28/2005 Applicant: PAUL DOUGLAS Owner: BARKER JOB ADDRESS: 40 NW 102 Building Permit Permit Number: BP2005-73 BARKER PAUL DOUGLAS ST Page 1 of 1 Contractor BET ROOFING & CONSTRUCTION Contractor's Address: 8191 NW 91 TERRACE, BAY #4 Local Phone: 305/777-3612 Parcel # 1131010180140 Legal Description: NAVARRO SUB PB 12-59 W1/2 LOT 2 & ALL LOT 3 BLK 2 LOT SIZE 75.000 X Fees: Description Amount FEE2005-1237 Building Fee $275.00 FEE2005-1238 CCF $3.00 FEE2005-1239 Training and Education Fee $1.00 FEE2005-1240 Technology Fee $6.88 FEE2005-1241 Scanning Fee $15.00 Total Fees: $300.88 r(� Total Fees: $300.88 F�� Q 2 Q�``'Total Receipts: $0.00 L Permit Status: APPROVED Permit Expiration: 7/18/2005 Construction Value: $5,000.00 Work: REMOVE EXISTING TILE ROOF AND INSTALL NEW ROOF COLOR THRU Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: 4 � CFN 2004ROB03888 NOTICE OF COMMENCEMENT OR Bk 22654 F9 3675► (1P9 ) A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION RECORDED 09/14/2004 13:45:14 HARVEY RUVINY CLERK OF COURT MTAMT_nAnV rnilUTY. FI nRIfiA PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI-DADE, TAX FOLIO NO. // - IJOI o%; -6 THE UNDERSIGNED hereby gives notice that improvements will be made to certain rea property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. STATE OF FLORIDA, COUNTY OF DADE Legal descrinof *11!6 ptio1/6 D 2. 3. Owrt r(�I e qnd DO Interest in property: 0W/4EW_ Name and address of fee sim le ' leholder: 4. Con rac ol's n4me a�dd�dr�ss: �� r70 A/ lea �W / 5. Surety: (Payment bond required)by owner from contractor, if any) Name and Address: Amount of bond $ 6. Lender's name anl a dress: 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: /Pt­ 9. Expiration date of this N ice of Commencement: (the expiration date is 1 year from the date of recording unless a different to is sped ' d) tg/atured,04� , Print Owner's Name « / Prepared by Sworn to and subscribed before me this day of 20 4 Address: Notary Public: Print Notary's Name: My commission expires: t�.. •� `�'; Com fission#DD207969 Z Expires: May 01, 2007 ��oFP Bonded n- ' `' Atlantic Bonding Co., Inc. o�� 17J Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 12/10/2015 To: Current Owner 40 NW 102 Street Miami Shores, FL 33150 Permit: BP2005-73 Address: 40 NW 102 Street Miami Shores FL33150 Date Expired: 12/20/2007 Dear Sir or Madam, Our records indicate that the above referenced permit has expired without obtaining the proper final inspection. In order to serve you better, we need to keep our files up to date. As per section 105.4.1 of the Florida Building Code, "Every permit issued shall become invalid (expired) unless the work authorized by such permit is commenced within six months after its issuance, or if the work authorized by such permit is suspended or abandoned for a period of six months after the work is commenced, or completed without obtaining the final inspection of the work performed.." Please be advised that open permits will hinder your ability to refinance or sell this property Please contact the Building Department, within 15 days of receipt of this letter in order to take care of this matter. Sincerely, 6 iq%.),4,, Ismael Naranjo (CBO) Building Director Invoice Bill To None None Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Date Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Invoice Number: imp-7-07-29324 Invoice Date: July 31, 2007 Permit Number: BP2005-73 Permit Type: Imported Permit / Work Classification: <NONE> 07/31 /2007 Fee Name RENEWAL Fee Calculated Fee Amount $150.00 Total Fees Due: $150.00 Payments Date Pay Type Check Number Amount Paid Change 08/24/2007 Check 1044 $150.00 $0.00 Total Paid: $150.00 Total Due: $0.00 Friday, August 24, 2007 Invoice Bill To None None Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Date Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Invoice Number: imp-7-07-29324 Invoice Date: July 31, 2007 Permit Number: BP2005-73 Permit Type: Imported Permit / Work Classification: <NONE> 07/31 /2007 Fee Name RENEWAL Fee Calculated Fee Amount $150.00 Total Fees Due: $150.00 Payments Date Pay Type Check Number Amount Paid Change 08/24/2007 Check 1044 $150.00 $0.00 Total Paid: $150.00 Total Due: $0.00 Friday, August 24, 2007 ORES hFtram ITA OR � Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795-2204 • Fax; (305)756-8972 8/22/2006 To: Current Owner 40 NW 102 Street Miami Shores Village, FL 33138- Permit: BP2005-73 Address:40 NW 102 Street Miami Shores Village FL33138- Date Expired: 8/23/2005 Dear Sir or Madam In order for us to serve you better, we need to keep our files up to date. Our records indicate that the above reference Permit has expired. The Building Department has determined that the work applied for has been completed with out the required inspections and it has been more than 180 days since your last approved inspection and thus your permit has expired as per Sec. 104.5.of the Florida Building Code. You are required to renew your permit and schedule all required inspections. In the event you do not comply with the requirements herein, the Building Department will file a complaint with Miami -Dade County Building Code Compliance Office for possible disciplinary action against your licensed contractor And/or if permit was obtained by the home owner the requirements of the Unsafe Structure Code of Miami Dade County Sec. 8-5. (3) will apply. "The building shall be presumed and deemed unsafe and a permit shall be obtained to demolish the structure or bring the building in to compliance with applicable codes as provided herein. " Please contact the Building Department, immediately upon receipt of this letter. Sincerely, Imo(. Mabel argas Administrative Assistant V Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section A (General Information) Master Permit No. Process No. Contractor's Nam : Job Address: Roof Category r Low Slope r Mechanically Fastened Tilevlortar/Adhesive Set Tile r Asphaltic Shingles F Metal Panel/Shingles r Wood Shingles/Shakes r Prescriptive BUR-RAS 150 [ Other: I. Roof Type F New Roof )�Re-Roofing F Recovering r.7 Repair r Maintenance Are there Gas Vent Stacks located on the roof? F Yes No If yes, what type? r Natural F LPGX Roof System Information Low slope roof area (ft.') Steep Sloped area (ft.') Gam` 1 Total �A (ft') Section B Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): Page 2 http://www.co.miami-dade. fl.us/bldg/roofing_pennitinglpermit_app_section_a.HTML 08/31 /2004 0 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section D (Steep Sloped Roof System) Roof System Manufacturer: Satafe Tile Corp. Notice of Acceptance Number. 03-1125.03 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P1: _476 P2: /v0.6 P3: /00.C_ Maximum Design Wind Pressures, (From the PCA Specific system): Sloped System Description Roof Slope:'' 3 '712" Roof Mean Height: 12 Ridge Ventilation: Method of Tile Attachment: Adhesive, Large Paddy Polyfoam Polypro Alternate Tile Attachment Method: n/a Clip Spacing for Metal Roof Panels Field: n/a Perimeters: n/a Comers: n/a Perimeter Width: Page 4 Deck Type: 5/8" Plywood L_ Alternate Deck Type: n/a Undertayment type: 30# felt Insulation/Fire Barrier Board: n/a Optional Nailable Substrate: n/a Fasteners: 1.75 ring shank nails Cap Sheet Type/Adhesive Type: 90# felt/hot mopped in asphalt Roof Covering: Santafe Spanish "S" the Roof Covering Attachment Method: Polyfoam adhesive Drip Edge Size & Gauge: 4" face 24 ga. , _ i Drip Edge Material Type: Galvinized Metal i Drip Edge Fastener Type: 1.75 ring shank nails Hook Strip/Cleat ga. or weight: N/A , I http://www.miamidade.gov/bldg/roofing_permiting/section_d_3.html 8/31 /2004 Page 1 of 1 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: f,T x A M ] 7 - Mg: , e- = Mrl: .3/ NOA Mf: 6/ Q3 P 2: 66,-6 x A , Z,-t 7 - Mg: &Z = Mr1: ,Z4.0y NOA Mf: 6,/. 9 1,11 P 3: OG,-6 x A ,Tq7 -Mg: S��Z, = Mr1: �2.z/. % NOA Mf: 6/.9 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: '', NOA Mf: r Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 1 1 1 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 http://www.co.miami-dade.fl.us/bldg/roofing_permiting/section_e_3.htm 08/31/2004 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been lamed. 1 1. Aesthetics -Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should pe ddressed as part of the agreement between the owner and the contractor. ��2.enailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renaileNf in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida —Building Code. (The roof deck is usually concealed prior to removing the existing roof system). ��3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units i.e. townhouses, condominiums, etc.). In buildings with continon roofs, the roofing contractor and/or vner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be vie from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the (-option of maintaining this appearance. . Ponding Water: The current roof system and/or deck of the building may not drain well and may ca s ater to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distre s and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the o ' final roofing system is removed. Ponding conditions should be corrected. r - ' 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o aded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in Ve' with the Florida Building Code, Plumbing. Ventilation: Most roof structures should have some ability to vent natural airflow through the he structural assembly (the building itself). The existing amount of atti entilation shall not be reduced. It may be benef dial to consider additional venting which can result in ext d' g the service life of the roof. n / /I Date _Poii ctor's Signature M I A M I•DADE BUILDING CODE COMPLIANCE OFT'ICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95`b Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes..If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish `S' Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00-1212.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Frank Zuloaga, RRC 0 NOA No.: 034125.03 Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: 07320 Roofing Tiles Material: Clay Deck Type: Wood 1. SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation 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 Test Product Applicant Dimensions Specifications Description Santaf6 `S' Clay N/A TAS 112 One piece high profile clay roof tile equipped Roof Tile with two nail holes. For nail -on, mortar set and adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, clay roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agencv Test Identifier Test Name/Report Date The Center for Applied Engineering, Inc. 94-156-8 TAS 101 Aug. 1994 94-156-9 TAS 102 The Center for Applied Engineering, Inc. 25-7205-1 TAS 101 March 1995 The Center for Applied Engineering, Inc. Project: 07-07-00-91 TAS 100 Sept. 1994 (307023) Redland Technologies 7161-03 TAS 108 Dec. 1991 Appendix II (Nail -On) Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies P 0402 Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails 0 NOA No.: 03-1125.03 Y Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 2 of 5 Test Agenev Test Identifier Test Name/Report Date Redland Technologies P 0647-01 TAS 108 Aug. 1994 (Mortar Set) Redland Technologies P 0631-01 PA 108 July. 1994 (Mortar Set) Celotex Corporation Testing Services 520305-01 thru 05 PA 102 June 1999 IBA Consultants, Inc. 2353-4 Restoring Moment Aug. 1999 PRI Asphalt Technologies, Inc. SFTC-003-02-01 TAS 101 12/06/02 IBA Consultants, Inc. 2353-70 TAS 101 09/22/03 IBA Consultants, Inc. 2353-71 TAS 101 09/22/03 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with 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. 4. INSTALLATION 4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Santafe 'S' 6.7 1.5 0.958 Table 2: erodynamic Multi I ers— ft Tile Profile A, (ft) Batten Application (ft ) Direct Deck Santafe 'S' 0.274 0.297 NOA No.: 03-1125.03 in- Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 3 of 5 Table 3: RestoringMoments due to Gravity - M ft-ibf Tile Profile 211:12" 3":12" 411:12" 511:12" 6":12" 7":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battensl Direct I Deck Battensl Direct Dec Battens Direct I Deck Santafe 'S' 5.93 15.90 5.85 5.82 5.73 5.69 5.56 1 5.53 5.32 5.29 5.03 1 N/A Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On S stems Tile Profile Fastener Type Direct Deck Battens Santafe'S' 2-12d Ring Shank Nails 21.8 N/A One #8 Screw 29.16 N/A Two #8 Screws 38.28 N/A One #8 Screw w/ Clip 57.31 N/A Two #8 Screws w/ Clip 57.60 61.77 1. Approved screws as noted'Product manufactured by others'. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santafe'S' Tile Bond 38.9 28.54 Polyfoam Polypro AH 160TM 2 See manufactures component approval for installation requirements. 3 Flexible Product, Inc. Average weight per patty 10.4 grams. 4 Polyfoarn Product, Inc. Average weight per patty 9.4 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Sin le Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Santaf9'S' Polyfoam Polypro AH 160TM 63.8 Polyfoarn Polypro AH 160TM 61.9 5 Paddy placement of 63 grams of Polypro AH 160TM. 6 Paddy placement of 24 grams of Polypro AH 160TM 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved". 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. P NOA No.: 03-1125.03 Y Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 4 of 5 PROFILE DRAWING SANTAFt "SANTAFE S" CLAY ROOF TILE END OF THIS ACCEPTANCE NOA No.: 03-1125.03 " Expiration Date: 02/01/06 Approval Date: 03/25/04 Page 5 of 5 MMIDADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring-Stuebner Road Spring ,TX 77383-1132 MIANH-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375-2902 FAX (305) 372-6339 Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing'the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 900t �_i" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office %0450001\pc2000\\templates\not1ce acceptance cover page.dot Internet mail address: postmaster@buildingcodeonline.com Homepage: http://www.buildingcodconline.com MM i�MADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring-Stuebner Road Spring ,TX 77383-1132 BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Notice of Acceptance (NOA) of: (305) 375-2902 FAX (305) 372-6339 Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. /�Zl ACCEPTANCE NO.: 01-0521.02 /Iio EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 06/14/2001 9004- �_i" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\s0450001\pc2000\\templates\not1ce acceptance cover page.dot Internet mail address: postmaster@buildingcodeonline.com Homepage: http://www.buildingcodeonline.com Polyfoam Products, Inc. ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Categor: Roof Tile Adhesive Materials: Polyurethane ACCEPTANCE No.: 01-0521.02 Approval Date: June 14, 2001 Expiration Date: May 10, 2006 1. 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 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Polypro® AH160 N/A PA 101 Two component polyurethane FoamproO RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Pro a Test Density ASTM D 1622 Compressive ASTM D 1621 Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability ASTM D 1623 ASTM D 2127 ASTM E 96 Results 1.61bs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -400 F., 2 weeks +6.0% Volume Chan e Humidity, 2 weeks Frank Zuloaga, RRC Product Control Examiner 2 Polvfoam Products, Inc ACCEPTANCE No.: 01-0521.02 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. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof file adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. F- (2) - W F— MS 4. INSTALLATION 4.1 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. 4.2 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 4.3 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. 4.4 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. 4.5 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. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to sunl—�' Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ACCEPTANCE No.: 01-0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. rams Flat, Low fligh Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17/side on cap and 34/ an N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner 4 Polvfoam Products, Inc. ACCEPTANCE No.: 01-0521.02 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Paddy (Beneath Tlb) Undetlayment 1 101n. In FmCourse . Fascia ave course Doty Eave Closure Keep adhahn approx 4 h. up from wsepholes Nall through plastie cement Paddy (Beneath Tile) Underbyment 101n. 21n. Eave Conroe Eave Closure Elva course onty: Kee adhesive p Fascia from weephol �prox l in u Nall through plastic cement Paddy (Beneath Tie) Underhyment 1 -...... 10 In. 21n _- --- Eave Come Fascia Weephob Eave course only: Esve closure Keep adhesive approx. 4 in. up from weepholes Drip edge 1) Place enough adhesive to achieve 17 to 23 Optional 2As for square inches In contact velth the pan Via steep pitch applications Nall through plastic cement 2) Turn covers upside down Place adleshn W in. To 1 In. From outside edge olmover tie. Than Install the We. u Undlerlayment ° Ali' Remov - - top portion of the save Sheathing course cover Ille, Abut to second course of pan 111a. Ensure save end of Optional pan and cover tiesare Point -up Mortar gush at save line. on longitudinal edges of tlb Elva closure Weephole Fascia Bo (mortar shown) E Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ACCEPTANCE No.: 01-0521.02 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy (Beneath TUe) Nall through plastic cement Paddy (Beneath Tile) Underlayment Undertayment 7 In. 71n. 5-< 2 In. Eave Course Fascia Fascia weephole Eave Course Eave closure Eave Closure Drip edge Nall through plastle cement Paddy (Beneath Tile) Undarlaymant 7 Im in, Eave Closure Eave Course Fascia Frank Zuloaga, RRC Product Control Examiner 6 Polvfoam Products, Inc. ACCEPTANCE No.: 01-0521.02 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement 1 Single paddy , x 3 in. r3 In. under the ` Single paddy on 2 in. 4 in. under. layment Paddy (between die) / Paddy (under tile) rave course Single paddy in. X 7 in. medium on top of die size paddy eave Fascia course only INall through plastic cement � 3In. x3In. 4 Single paddy on underlavment 2 Single paddy on top of die Eave Course 7 Nall through plastic cement Undedayment E S }In. x 3 in. Single 4 In.. 2 in. paddyan under• layment Single paddy on top of the Eave Course paddy en the Eave Closure 2 In, x 7 In. medium size paddy eave course only Fascia Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy save course only Frank Zuloaga, RRC Product Control Examiner Fascia Weephole Eave closure Drip edge Polvfoam Products, Inc. ACCEPTANCE No.: 01-0521.02 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test -supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval", or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE Frank Zuloaga, RRC Product Control Examiner Polyfoam Products Inc ACCEPTANCE No.: 01-0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (Fur File ONLY. Not part of NOA.). A. DRAWINGS: NONE B. TESTS: Test Agency Test Identifier Center for Applied #94-060 Engineering Center for Applied 257818-IPA Engineering Center for Applied 25-7438-3 Engineering 25-7438-4 Center for Applied 25-7438-7 Engineering Center for Applied 25-7492 Engineering Miles Laboratories NB-589-631 Polymers Division Ramtech Laboratories, Inc. 9637-92 Southwest Research Institute 01-6743-011 Southwest Research Institute 01-6739-062b[l] Trinity Engineering 7050.02.96-1 Celotex Corp. Testing 528454-2-1 Services 528454-9-1 528454-10-1 Celotex Corp. Testing 520109-1 Services 520109-2 520109-3 520109-6 520109-7 Celotex Corp. Testing 520191-1 Services 520109-2-1 E-1 Test Name/Report Date Miami Dade Protocol PA 101 04/08/94 Miami Dade Protocol PA 101 12/16/96 SSTD 11-93 10/25/95 SSTD 11-93 11/02/95 SSTD 11-93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 PA 114 03/14/96 Miami Dade Protocol PA 101 10/23/98 Miami Dade Protocol PA 101 12/28/98 Miami Dade Protocol Frank Zuloaga, RRC Product Control Examiner Polvfoam Products Inc. ACCEPTANCE No.: 01-0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE E-2 Frank Zuloaga, RRC Product Control Examiner