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RF-10-1209Inspection Number: INSP- 154022 Permit Number: RF -7 -10 -1209 Scheduled Inspection Date: December 10, 2010 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Nat & Health Sc Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: INFINITY ROOFING AND SHEET METAL INC Building Department Comments December 09, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360010160 -08 Phone: (954)917 -7107 REROOF FLAT/TILE Failed Correction Needed Re- lnspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 147695. Page 11 of 13 Sign re State of Florida County of Dade: Revised on 5/21/2009 RE: Permit # (Print name and circle License Type) License #: C 1) On or about NiveAk1 e® / ° 2,14 b ‘,..L.13 • , I did personally inspect the roof deck nailing and INSPECTION AFFIDAVIT (Date & time) ,,� �; /�w C 4 ?L1 J(.9E>AC� Secondary water barrier work at /R 00 N� �2' / I-t .Skit') )% 1 (;j amIt.�� . t'VlM✓Ir1l (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manu(Based on 553.844 F.S) The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large JI?Her l j' rl4e z day of lie(e/11 -4( )to'J *General, Building, Residential, or Roofing Contractors or any dividual certified under 468 F.S. to make such an inspection. Ind permit # and address # Beady shown marked on the deck for each inspection M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: De'C e/1l t?° t 000 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector s JAVIER MARTINE2 3 Notary Public • State of Ftorlda My Comm. Expires Jun 10, 2013 Commission 1 DD 898148 October 26, 2010 Infinity Roofing 2280NW16St Pompano Beach, FL 33069 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 11300 NE 2 Ave (Natural & Health Science Building) Miami Shores, FL Folio#: 11- 2136 -000 -0050 Permit #: Not Provided Date inspected: October 25, 2010 Date completed: October 20, 2010 Roofing Contractor: Infinity Roofing Carlab, Inc Project # 10 -6311 Testing lab Certificate #: 09- 0127.04 Dear Sirs, G A IZ E A B, 71 N C 111111 � 11Q �� ,,. In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was estimated to be less than 4000 square feet, and the mean height of mansard is approximately 40 feet above ground surface. The type of tile used for this project was reported to be Concrete / Clay Roof Tile. This tile was reported to have been foamed in place. At the time of this testing at least one test for every 100 square feet of roof tile in the perimeter area, one test for every 200 square feet of roof tile in the field area, and one test per corner were performed. Walking on the roof surface or any other type of disturbance may loosen the tiles and alter the results of this test. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully-submitted, Sergio Labiste, PE 61733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass Test Test load (lbf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 4 TILE UPLIFT TEST FOR 11300 NE 2 Ave Natural &Health Science Building Miami Shores, FL Project #: 10 -6311 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 154 35 Pass 155 35 Pass 156 35 Pass 157 35 Pass 158 35 Pass 159 35 Pass 160 35 Pass 161 35 Pass 162 35 Pass 163 35 Pass 164 35 Pass 165 35 Pass 166 35 Pass 167 35 Pass 168 35 Pass 169 35 Pass 170 35 Pass 171 35 Pass 172 35 Pass 173 35 Pass 174 35 Pass 175 35 Pass 176 35 Pass 177 35 Pass 178 35 Pass 179 35 Pass 180 35 Pass 181 35 Pass 182 35 Pass 183 35 Pass 184 35 Pass 185 35 Pass 186 35 Pass 187 35 Pass 188 35 Pass 189 35 Pass 190 35 Pass 191 35 Pass 192 35 Pass 193 35 Pass 194 35 Pass 195 35 Pass 196 35 Pass 197 35 Pass 198 35 Pass Test Test load (lbf) Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass 152 35 Pass 153 35 Pass f Test 199 200 201 202 203 Test load (lbf) 35 35 35 35 35 Test Status Pass Pass Pass Pass Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 op 1 + + — + — — + — +— /- + + + C A R L A B, I N C. ffiMINEMI AND AMMO CIDIVICATB Olt A171230132ATION 616 R3O 8W.. g er. MD& 5.11116 T84 916 MVO PAL 916 7760436 70 FLAT ROOF + + + + + + I I I I I I 88 LEGEND 4- FIELD TEST — PERIMETER TEST O CORNER TEST H — + — + — — + — 1 CA ■ APPROX. ROOF TEST LOCATIONS AND DIMENSIONS BUILDING PERMIT APPLICATION FBC 2004 *LIP �,". Miami Shores Village Building Department fo050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building t�Roofing Owner's Name (Fee Simple Titleholder) BARRY UNIVERSITY Owner's Address 11300 NE 2 AVE City MIAMI SHORES State FL zip 33161 Tenant/Lessee Name Job Address (where the work is being done) 11300 NE 2 AVE - Natural Sciences City Miami Shores Villa e County FOLIO / PARCEL # 11 - 2136 000 - 0050 Is Building Historically Designated YES City POMPANO BEACH State FL Qualifier Name JOHN B MITALA State Certificate or Registration No. CCCO57467 Value of Work For this Permit $ 155 AND i NO Describe Work: Natural & Health Sciences Roof Replacement Miami - Dade Permit No. (Z1= - 1- 10 120 `7 Master Permit No. die Phone # Phone # Contractor's Company Name INFINITY ROOFING AND SHEET METAL, INC. phone # 954 -917 -7107 Contractor's Address 1150 SW 10TH AVE STE 201W Architect/Engineer's Name (if applicable) Phone # Zip zip 33069 Phone # 954 -849 -4778 Square / Linear Footage Of Work: Certificate of Competency No. Type of Work: Addition DAlteration ❑New ❑ Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * *** * * * * ** *** * * * * * * *,* *** * ** Submittal Fee $ 50- Permit Fee $ oc) A l� , CCF $ co'0 O CO /CC Notary $ Training/Education Fee $ D1•00 Technology Fee $ 124'l ( 0 Scanning $ 1K.00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ Z41 See Reverse side Bonding Company's Name (if applicable) N/A Bonding Company's Address City Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whichcurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr. 'ed d nd a reinspection fee will be charged. Signature Contractor The fore oing instrument was acknowledged before me this 2 The for v g instru >Jt was acknowledged before me this, day of MJ , 20 1U by t WCE ov. 10 day of i s � ,, 20/ , by JOHN B MITALA whai rsona s.nelly wn kno to me or who has produced who is personally known to me or who has produced Sign: Print: NOTARY PUBLIC: My Commission Expires: (Revised 07/10/07) Owner or Agent APPLICATION APPROVED BY: State Zip As identification and who did take an oath. Notary Public State of Florida Jeffry J Yao My Commission DD613542 Expires 11/12/2010 Signatur NOTARY PUBLIC: as identification and who did take an oath. p, o MARTINA ADAMS /N 1 Commission 0 DD 89800 /;',a'\ c MV Commission EMpoes 10.07 2013 .; j5 � Bonded Thiougn � Xnnn "�' Notional Natory ASSOC. Sign: ,/l/ YAO Print: /,///r7277i9 II /1' 1 201 My Commission Expires: Plans Examiner Engineer Zoning EE CONSULTING GROUP, INC. June 28, 2010 Infinity Roofing & Sheet Metal, Inc. 1150 SW 10 Avenue Suite # 201 W Pompano Beach, FL 33069 RE: Roof Asbestos Survey Barry University / Science Building 11300 NE 2 Avenue Miami Chores, FL Report #: 1006 -008 Pursuant to your request, EE Consulting Group, Inc. — in association with ETS Environment, Inc. — has performed a Roof Asbestos Survey on June 24, 2010 at the above referenced site. SURVEY LIMITATIONS This inspection report is the result of a diligent search of the facility for asbestos containing roofing materials (ACRM). All samples were readily available to our surveyor. The scope of this inspection was to perform a survey of roof surfacing materials for suspect ACM. Therefore only roofing material was sampled and all other building materials are NOT included in this asbestos survey. LABORATORY METHODS Each sample was returned to the laboratory at ETS Environmental, Inc., logged, and stored for analysis. All analyses were performed using the Polarized Light Microscope (PLM) Method 40 Ch. 1, Pt. 763, Subt F, App. A Pgs. 293 -299, 1 -1 -87 ed; (Polarized light microscopy in conjunction with dispersion staining). The scope of our investigation consisted of the following: • Ten (10) random locations of roof system materials were chosen by our Certified Technician to secure bulk samples for analysis. • Samples for asbestos analysis were taken on any visibly potential Asbestos Containing Materials (ACM). Samples were placed in plastic bags and labeled for further analysis. • All secured bulk samples were analyzed by Polarized Light Microscopy to verify asbestos content. • Preparation of final report. 421 1 SW 74 AVENUE - DAVIE, FLORIDA 33314 - PHONE (954) 474-1710 - FAx (954) 474-1711 SITE DESCRIPTION The roof of the building is a built -up bituminous roof with a gravel covered surface. There is a parapet wall along the perimeter of the roof. There is flashing present at the parapet wall. The total roof area surveyed occupies approximately 9,500 ft CONCLUSIONS Based on our survey and bulk survey analysis, it was evident that NO asbestos fibers were found in any of the samples taken. CLOSING REMARKS EE Consulting Group, Inc., in association with ETS Environment, Inc., greatly appreciates the opportunity to provide quality environmental services at a reasonable cost. It has been a pleasure working with you and we look forward to doing so again in the future. Should have any questions or comments, please do not hesitate to call our offices at any time. Respectfully submi Evan erson I.H. AHE `i Inspector Certificate # 142237 Reviewed by, Bruce Marchette C Licensed Asbestos Consultant ZA- 0000048, IA0000041 2 SAMPLE # LOCATION OF SAMPLE DESCRITION CONDITION ASBESTOS 1 Parapet Wall Flashing F.C. NAD 2 Parapet Wall Flashing F.C. NAD 3 Parapet Wall Flashing F.C. NAD 4 Field Membrane F.C. NAD 5 Field Membrane F.C. NAD 6 Field Membrane F.C. NAD 7 Field Membrane F.C. NAD 8 Field Membrane F.C. NAD 9 Field Membrane F.C. NAD 10 Field Membrane F.C. NAD EE Consulting Group, Inc. Client: Infinity Roofmg & Sheet Metal, Inc. Project: Barry University / Science Building 1300 NE 2 Avenue Miami Shores, FL Report #: 1006 -008 Sampled by: Evan J Emerson BULK SAMPLE TRANSMITTAL FORM Date Collected: 06/24/10 NAD = No Asbestos Detected SAMPLE CONDITION CODES G.C.=Good Condition F.0 =Fair Condition P.C.=Poor Condition P.D.=Physical Damage W.D.=Water Damage F= Friable N.F.=Non-Friable H.Con.=High Contact M.Con.=Moderate Contact L.Con =Low Contact 3 Sample Number Anal. Init. Sample Item Description Asbestos Percentage & Type Identified Percentage & Type Non- Asbestos Fibers Percentage Non -Fiber Mat. 1 EJE Flashing NAD 5 -7 Cellulose 15 -18 Fiberglass 75 -80 Matrix 2 EJE Flashing NAD 5 -7 Cellulose 15 -18 Fiberglass 75 -80 Matrix 3 EJE Flashing NAD 5 -7 Cellulose 15 -18 Fiberglass 75 -80 Matrix 4 EJE Membrane NAD 7 -10 Fiberglass 18 -20 Cellulose 70 -75 Matrix 5 EJE Membrane NAD 7 -10 Fiberglass 18 -20 Cellulose 70 -75 Matrix 6 EJE Membrane NAD 7 -10 Fiberglass 18 -20 Cellulose 70 -75 Matrix 7 EJE Membrane NAD 7 -10 Fiberglass 18 -20 Cellulose 70 -75 Matrix 8 EJE Membrane NAD 7 -10 Fiberglass 18 -20 Cellulose 70 -75 Matrix 9 EJE Membrane NAD 7 -10 Fiberglass 18 -20 Cellulose 70 -75 Matrix 10 EJE Membrane NAD 7 -10 Fiberglass 18 -20 Cellulose 70 -75 Matrix ETS Environment, Inc. 12334 73 Court North West Palm Beach, FL 33412 (561) 333 -0624 Dennis Emerson I.H. Quality Control Project: Barry University / Science Building Report #: FL10- 0652RAS Lab Code: 0540 NAD = No Asbestos Detected 4 PERMIT NO. TAX FOUO NO.11- 2136 -050 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 11300 NE 2 AVE MIAMI SHORES 2. Description of improvement: Natural & Health Sciences Bldg Roof Replacement 3. Owner(s) name and address: BARRY UNIVERSITY, INC. 11300 NE 2ND AVE. MIAMI FL 33161 Interest in property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number: INFINITY ROOFIFloicAiliBA IN 1150 SW 10TH AVE STE 201W POMPANO BEACH FL 33069 tinsftimaTe i ' By :lu '1v r 5. Surety: (Payment bond required by owner from contractor, if en Name, address and phone number Na Ce �� "'' �� Amount of bond $ 6. Lender's name and address: NA 7. Persons within the State of Florida designated by Owner upon whom notices or other docum Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. NA 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. NA 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK �— �� Famed By 2 �,;,,. • s) Authorized Of lcer/Director/Partner/Ma aer By Signature(s) of Owne D / By Zif f n r f y J4 o1 iiq cvtd S > f „few Print Name Print Name IV/At / Alcd11:5 , - Title/Office V / : Title /Office � / n 5 o S /0 0 4 ' j � Z4! s.' STATE OF FLORIDA !'�M Q t FL, ? ° 3 '1 COUNTY OF MIAMI -DADE �i 2�, 2016 The for �c in ttrunOnt was knowledged before me this c�G day of iii • B �.'S�UUI Cb wIt• a Individually, or ❑ as for `W Personally known, or ❑ produced the following type of identificati Signature of Notary Public: OR RECORDING YOUR NO Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it e, to the best of my knowledge and belief. Signature(s) of Ownf <.'� •1��+ By NOTICE OF. COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET 123.01 -52 PAGE 11/07 MMENCEMENT. � ftss cop" clertItt 1111111111111111111111111111111111111 1 1111111 )'s Authorized Officer/Director /Partner/Manager who signed above: CFN 2010R0446852 OR Bk 27340 Ps 2594i Ups) RECORDED 07/02/2010 09:46:42 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office /t'a 6'i q G K d r t cats? Ia �s,a ti nts may be served Jeffry J Yao My Commission DD613542 Expires 11/12/2010 Notice of Asbestos Form II. Facility Owner: Address Ill. Contractor's Name: • Address City Florida License # Florida Department of Environmental Protection Division of Air Resource Management MIAMI•D►A�DE COUNTY OF ASBESTOS RENOVATION OR DEMOLITION Type Notice (check one) ❑ REVISED ❑ CANCELLATION L'9'COURTESY Type of Project ❑ DEMOLITION ❑ RENOVATION ®' ROOFING ❑ ROOF OVERLAY (NO EXISTING ROOF MATERIAL TO BE DISTURBED) IF DEMOLITION, WAS IT AN ORDERED DEMOLITION IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? Cit • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Building Size r (Square feet.) No. of Floors Prior Use: School/College/Univ. ❑ Residence Present Use: B hool/College/Univ. ❑ Residence State State E Zip Is the contr. exempt from liceasure under section 4 "Delivering Excellence Every Day" Division of Environmental Resource Management Air Section 701 N.W. First Court 8th Floor Miami, Florida 33130 -1540 File # Process # ❑ YES ❑ NO ❑ YES ❑ NO ❑ YES ❑ NO Age in Years ❑ Small Business ❑ Small Business Phone No. II Other Other 'Ay 4A 1 Phone No. Zip i 1 /7I '47`07 ❑ NO Notice of Asbestos Form IV. Scheduled Dates: Asbestos Removal (mm/dd/yy): Start Date In / Demo /Renovation ( mm/dd/yy): Start Date / City VI. Procedures for Unexpected RACM: VIII. Waste Disposal Site Name: Address DERM USE ON ••• • • • • •e. • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • • • • •. • •• • • • • • • •• •• 1 •• • • • ••• • • V. Procedures to be used (Check All That Apply): ,,,��// ❑ Strip & Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball L7Wet Method ❑ *Dry Method ❑ Explode ❑ Burn Down Other * MUST OBTAIN PRIOR DEP APPROVAL BEFORE USING A DRY METHOD ',Tor - Y " :1 11111111111111111111 el 6 r- � .7 "77� VII. Asbestos Waste Transporter: Name �� !,�, j�_ � �- -�`` Phone No. Dori Class City IX. Amount of RACM or ACM /W h ,45i 4 4r (: Square feet of surfacing material Linear feet of pipe Cubic feet of RACM off facility components Square feet of cementitious material Square feet of resilient flooring Square feet of roofing 1 certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person • be available for inspection during normal business hours. Name of Owner / Operator / PRINT or TYPE re of Owner / Operator : Postmark / Date Received 1/ ID# •• ••• • • • • • • •• • • ••: • • • �iflBi�iiiI.DNDE D.E.A.iVi!. ••• •• I Lft: niANAGEMENT DIVISION • '• ••• •• to • l nis`s certify that the required Notification(s) Regarding asbestos have beer • ••• ••• • submitted.'. .mpliance with • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • Signe " _Date Finish Date Finish Date A MIE State Zip X. Additional Comments ICJ 9St etk..X2 Date / /0 Contact Ph. # t .4 f7i.NT OF EN5RONMETATAI M AG EvIEN'i ktottee-A tale_ /4 ouid fint ,f-A/' • eaegep/ • • •• • • ••• se •• • • • • • • • • • • • •• •• •• ":`■ • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••■• • • • • • • • • • • • ••• • • • 110 • • • • • • • IS •• • • • •• •• • • • ••• • • • ••• Section A MIAMFDiADE COUNTY "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Job Address: D Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Low slope roof area (ft. • • • • • • • • • � • • • • • • • • • • • • • • • 9500 44, •• ••• • • • • • •• •• • •• Process No: • • • ▪ • • • • • • • • • • • • • • • Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section A (General Information) 'Infinity Roofing and Sheet Metal Inc. 'Science Building -11300 NE 2nd Ave, Miami Shores, Florida Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other. Roof Type ❑ New Roof 51 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 15i No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Steep Sloped area (ft. 4500 Section B (Roof Plan) Total (ft. Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes 14,000 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'): Comer Size (a' x a): SHores J ud a APPROVED ZON1,',G DEPT BLDG DEPT BY DATE c6-c) SUBJECT i CUMPI.IANCE WITH ALL FEDERAL �'TATL Cury v r1U LES AND .EGULATIONS ••• • • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • rJ pAlt Section C MIAM COUNTY °Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component Is not required, Insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: Product Approval (NOA): (P1) Field: Fire Barrier. Vapor Barrier Anchor Sheet: (P2) Perimeters: (P3) Comers: Deck Type: Support Spacing: Alternate Deck Type: Existing Roof: psf 1 110 1 conc 09-0402.18 psf psf Maximum Design Pressure From NOA: Roof Slope: ',, " : 12 Roof Mean Height: Parapet Walls: ❑ No Yes Parapet wall Height: —Light Weight Concrete— " o% Soprafix F Anchor Sheet Fastener / Bonding Material: Insulation Base Layer Size & Thickness: Insulation Base Layer Fastener / Bonding Material: Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: Base Sheet(s) & No. of Piy(s): ... • • • • • • • • . • •• • • • • .. • • • ••• • • • • • • • • . •. Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C page (Low Slope Roof Systems) Soprema System Type: • • • • • • ••• .• •• • • psf Wind Uplift Pressures, From RAS 128 or Sealed Calculations: ft. 4ft na- Built up roof with gravel 1 na- 1 La- Triflx Fasteners 1 Ina- I ( na- 1 Ina- 1 I -- - -- • • .. ■. 1 Base Sheet St:AI Fastener / B:A�er11:: na • •••• Ply Sheet(s) & No. of Ply(s): na Ply Sheet Fat to der / Bonding • • • • . • • • • • • • • • • • na- • • •. • •. • •• ft. Top Ply: I Soprastar Flam Top Pty Fastening / Bonding Material: !torch applied 1 Surfacing: SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: 1 Single Ply Sheet Width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening / Bonding Material: ❑ FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field � " o/c CO Laps & ro rows ► " o/c 2. Perimeter. r � 3. Comer. �-; " o/c @> Laps & �: ._, rows ! " o/c C t NUMBER OF FASTENERS PER INSULATION BOARD: 04- 1. Field: El 2. Perimeter. 3. Comer. El Insulation Fastener Type : WOOD NAILER TYPE AND SIZE: Existing 2 "x8" pt Wood Nailer Fastener Type and Spacing: Olympic CD10 spaced 16" oc field -12oc comers 1 EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment: — Aluminum- -3° face 26 ga.— —METAL EDGE HOOK STRIP N/A- 11 -1/4" ring shank nails 1 —Aluminum— Coping Material: Coping Size: Hook Strip Size: Parapet Coping Metal Attachment " 1/2 Sheet Width: " o% @I Laps 811D rows " o/c C I I Per RAS 111 -see attached Tile Roof System MIAM COUNTY "Delivering Excellence Every Day' Roof System Manufacturer: Notice of Acceptance Number (NOA): Monier 07- 0710.05 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): -50.5 Maximum Design Wind Pressures, (From the NOA Specific system): 118.9 psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. Roof Slope: Roof Mean Height P1: 6 "/12" Method of Tile Attachment: ft. 1 - Select Tile Attachment — 1 Altemate ethod of Tile Attachment per NOA: Drip Edge Size & Gauge: Drip Edge Material Type: •• • • • • Drip Edge Fisted Hook Strip /Cleat gauge or weight: • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • . . • • • 1 ••• • • • ••• Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System — Select Metal Gauge — — Select Metal Type — P 2: 1 -106.7 • • • • • • • • • • • • • • — Select Hook Strip — P 3: -106.7 Deck Type: Optional Insulation: —5/8" Plywood— Ina- 1 Optional Nailable Substrate: I na- Optional Nailable Substrate Attachment: na- j Basesheet Type: IASTM #30 lb Fastener Type for Basesheet Attachment: 11/4" ss ring shank nails w Dade Cty tin Tag Tile Underlayment (Cap Sheet ) Type: Polyglass TU Plus Tile Underlayment Attachment Method: TilTile Profile: •• ••• •• • • • •• Flat shake Section C2d "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. rA)L A 6 T2if►sL •-/s7it e ,__S . .A2- M Sir E -PLY 1i tf 04% .5S$0 rA t SAP 'si Xi- f To.in) t FASO a }L.. A 03z it ff thS AS, StAWED set4, • • • • • • • • • •• •• • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Section C2d MIAMI-DADE Miami-Dade. County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. COUNTY 1140 ArzfeEOE. 1/40 fa ..n . Pa . roc &E _Sartzer - P L Y ►h s S Y S I - E S A W' kt • • •• • • • • . . . . • • • • • • • • • .•• •• • • • • • • • • •.. • • • • • • . . . • • • • • • . • • • • • 1 •• • • • • • • • • I • .... • • • .•. • • • • • • • •1 • • • • • • • • • • 15 •l •5• • • • • .. • • • Chv : 00 A DA C llr firtza- . .r. Woke a METE - tbi Cat f n 4)- r k. HAAS Parapet gall Height 1 ft, eight ft. Section E 2 P1: P2: P3: Roof Slope MIAM "Delivering Excellence Every Day" Pressure Mean Roof Height Description Aerodynamic Multiplier Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. 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 area of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: -50.5 -106. -106. =1 X =1 I W: x w: x ? x ,' x � Symbol H 8 Restoring Moment due to Gravity Mg Attachment Resistance Mf Required Momantl2esisIarrce • •• • • • Minimum Attacinent.Rtsistativee• • • • • F' • Required Uplift Resistance Fr ••• • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form • • • • • • • • • • •• • • • • .200 .200 .200 _ • Average Tile•WeighC • ::: • • • • • •• • • • • I .teng* + • Tile Dimensions • • w = width _ _ - 10.1 - Mg: - Mg: - Mg: 6.66 6.66 6.66 = Mr1: = Mr2: = Mr3: 118.9 118.9 Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. - = x cos 0• =Fr1: -W: = x cos 0: ED =Fr2: - W; = x cos 6: ED = Fr3: Where to Obtain Information to complete tile calculations Where to Find P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Job Site Job Site NOA Mf NOA Mf NOA Mf Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) NOA F' NOA F' 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 govem 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 explained. E1. 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 be addressed as part of the agreement between the owner and the contractor. he E 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed 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 common roofs, the roofing contractor and/or owner 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 viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. e b 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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 accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to wider additional venting which can result in extending the service life of the roof. Owner's /Agent's Signature • • •• • • • • • • • 1130I 2Wb AVf I Mt s�IORF,S • Propsty Add • • • • • • Permit Number • ••• ••• • • • • • • ••• • • • • • • r • • • • • • • Rev • l/d0/2065,Cemeut ler0(ce%, gAildin�j dbpartment • • •• • • • • • ••• • •• • • • • SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• • • • • ••• • • Date Contrd "'G'r's Signature A. TOMASSI ROOF TESTING, INC. ,& Testing * Management * Design Specifications * Litigation * Quality Assurance * Consulting Project Name Project Address Deck Substrate Configuration Category Exposure Condition Building Type Wind Velocity (mph) Slope V Uplift Pressures qZ K 56.241 1.054 Field Perimeter Comer Proposed System Product Approval No. System Design Pressure Base Sheet Width 36 inches Side Lap Fasteners Tri-Fixx Fasteners Fastener Spacing in Lap of Base Sheet Fastener Spacing in Field of Base Sheet Min. Characteristic Resistance Force Fastener Spacing No. of Rows of Fasteners Field Fastener Spacing Perimeter Fastener Spacing Comer Fastener Spacing Field Perimeter Comer P, -66.36 psf P2 - 111.36 psf P3 - 111.36 psf • . • • 4 ► ,,,,3 R. N. ila{ i'an, PR. . �. ) ••• Principal Engineer Florida I399istration tio, 4A494 BASE SHEET ATTACHMENT CALCULATIONS Barry University - Science Building 11300 NE 2nd Avenue Miami Shores, FL Lightweight Concrete Low Slope 111 C Enclosed 146 0.00 Slope H 12.0 qZ = 0.00256 K K K V I KA Ka V I 1.00 0.85 146 1.15 Soprema Modified Bitumen Roof System 09- 0402.18 (Page 23 of 45) -112.5 psf 2 9.70 5.78 5.78 1 row in the laps at 8 inches o.c. 1 row in the laps at 8 inches o.c. 1 row in the laps at 8 inches o.c. 8 inches 14.55 8.67 8.67 Mean Roof Height Roof Area (Approx.) Roof Width Perimeter Width Parapet Height P = GC -1.00 -1.80 -1.80 Report No.: 3 4 ATRT -BS- 10.051 42.0 Feet Sq.Ft. 83.0 Feet 8.3 Feet 5.0 Feet Slope Angle 0.00 qZ (GC - GC GC 0.18 Field 0.18 Perimeter 0.18 Comer 5 inches Net Width 31 inches # Rows 1 8 inches # Rows 1 -96.88 Ibf -69.3 Ibf (MCRF - TAS -105 by ATRT) {(MCRF /P,) x 144} /Row Spacing 19.40 11.56 11.56 RECOMMENDED BASE SHEET ATTACHMENT PATTERN (Using the more conservative Field MCRF) 1 row in the center of the sheet at 8" o.c. 2 rows in the center of the sheet at 8" o.c. 2 rows in the center of the sheet at 8" o.c. These cal2ulgipn Have been dogg in accordance with ASCE 7 -05, based on the information & NOA provided by the rooftng contrattQr. :Irbttllroof system in accordance with the FBC and the manufacturer's requirements. • • . • • • • ••• • Sincerely •.. " •. ••• A. Tcynassi Roof Testing, Inc. E54a 124th S,eej;Margate Fi. 33063 - Tel. 954 - 979 -1180 Fax. 954 - 979 -1182 • 'Metro Dade County NOA- Testing Agency Certification # 07- 0720.04 Revises # 03- 0317.03 5 24.25 14.45 14.45 Address: Telephone: Fax: Lab Contact: Report Review: Title: ••Sige• • • • • • •'fe3tApttrattis: ' ' TESTING APPLICATION STANDARD (TAS) 105 -98 FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT Test Date: June 25, 2010 File #: 1408 -10 GENERAL INFORMATION Job Name: Barry University — Science Building Job Address: 11300 N.E. 2nd Ave. Miami Shores, FL Job Contact: John Mitala with Infinity Roofing & Sheet Metal TESTING AGENCY AND EQUIPMENT INFORMATION Note: The Undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Florida Building Code TAS 105 or TAS 105 A. Testing Agency Name: A. Tomassi Roof Testing, Inc. • • • APPENDIX A FLORIDA BUILDING CODE 5451 NW 24 Street, Suite # 3 Margate, Florida 33063 (954) 979 - 1180 (954) 979 - 1182 Anthony Tomassi Dominick Scarfo Architect, AR0010248 Tru — Fast BPPT - 0300 ( . 6 . • (••• • 1)adt.County.Certified Testing Agency # 07- 0720.04 Revises # 03- 0317.03 • • • • • • • • • • • • • • • • • • • • • • •• •• •••• • • • •• • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page - 1 Building and Roof System Information Area =1 •• ••• • • • • • •• • • • • • . • • • •• ••• •• • • • •• • ••• ••• • • • •• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Height = 42' Ht. approx. Length = 147' approx. Second largest dimension = 83' approx. Total roof area = 8,828 square feet approx. Perimeter Area = 3,793 square feet approx. Page 2 FASTENER INSTALLATION INFORMATION: Is the fastener a self — driller ? No If `yes' list the type of tool used for installation: Speed of Tool N/A TEST INFORMATION: Number of Tests Conducted: n = 17 * See Section 7 of Dade County PA 105 or PA 105A * Note the locations of all tests on `Building Information' Detail # 2 Attached .. ... • • • • • •. • • • •. • • • • ••. • • .. ••• •• • • • 4141 • 4141• ••. • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • 0 •• 0 • • • • • • • • • • 000 • 000 • • • • 004 • • • • • • • • . • • 0 • 0410 • • • • • • • • • • • • • • 0• •• • • • •• •• 400 • • • 060 • • Page 3 Sample No. Plan Identifier Initial Failure Load (lbf) Field Test Area Perimeter Test Area Corner Test Area #1 same 170 X #2 110 X #3 75 X #4 110 X #5 120 X #6 90 X #7 130 X #8 100 X #9 110 X #10 140 X #11 120 X #12 110 X #13 100 X #14 120 X #15 100 X #16 110 X #17 100 X ••• • • • • • •• - • • . ... .. . • . • . .. .. • • • • FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area = Component to be secured: Existing Roof In sulation Membrane Anchor or Base Sheet Wood Blocking Metal Profiles • ••• • • • • • .. .. . • •••• • • • •• • • ..... • • .. • • • • • . ... • • ..... • • ...... • ... ... .. • .. ••• • Page -4 Fastener Type: Tri Fixx MFGR. Soprema Deck Type: Lightweight Concrete Pre — Drilled No Drill Bit Size NA Hole Depth NA •• • • • • • • • . • • . • • • • . STATISTICAL ANALYSIS Area =1 Mean Failure Load: F = 112.65 lbf Sample Standard Deviation: Sf = 20.44 lbf Minimum Characteristic Resistance Force: F'= 69.30 lbf Notes: 1. Use the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined on FLORIDA BUILDING CODE TAS —117, Shall utilize the minimum characteristic force (F'), determined in compliance with section 8 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 195(A) Notes: 2. A safety factor of 2 to 1 shall be applied to laboratory testing, 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. ROOF AREA =1 Insert Building and Parapet Heights. 5' If no Parapet exists, insert ( "N /A ") ••• • • • • • •• • • • • • ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • 42' GROUND LEVEL • • • 0. . . . ' • • . ••• • ••• ••• ••• • • ••• • • • • • ••• • • • • • • • • • • •• •• • • •• •• • • • • • • • • • Building Information — Detail # 1 Page -5 47' 74' .... ......1 • • ... • • • • .... • • • .. .... • ... .... • • ... • T -2 15' T -5 ...... • • .. .. • • . • • • • • • .. ••• .. • .... • .. ... .. • .. • .. • .. • .. • • • • .. • . • • • • ... • T -3 T-4 T -6 T -9 T -11 T -7 T -8 46' T - 10 35' A/C T -1 A/C 24' Upper Roof 28 Concrete Deck T -15 T -14 40' T - 12 T - 13 25' TAS —105 Tested Locations All dimensions are approximate 20' T -16 T -17 16' 12' Project: 80' N Barry University — Science Building 11300 N.E. 2nd Ave. Miami Shores, FL KIMBALL ELECTRONIC LABORATORY, INC 8081 W 21 LANE HIALEAH, FL. 33016 Description: Manufacturer. Model Number. Part Number. Range : Serial Number. Customer I.D.: Cust. Barcode: Cust. Location: Specifications: This Is to certify that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NISI), or to NIST accepted intrinsic standards of measurement, or derived by the ratio type of self - calibration techniques. This calibration is in accordance with Kimball Electonic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is A2LA- Aaxadited to ISO/EC-17025:2005 and compliant with MIL - STD- 45662A and ANSIMCSL Z540.3 -2008. TURS when applicable are greater than or equal to 4:1; with expanded uncertainty used to calculate the Test Uncertainty Ratio, with a coverage factor of K =2 at a confidence level of approximately 95 %, unless otherwise noted. Any number of factors may cause the calibration Item to drift out of calibration before the recommended interval has expired. THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED Company KIM001 • • Certified by: ••• Certificate of Calibration #..KELC -97546 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists PULL TESTER TRUFAST BPPT -300 BPPT -300 0 -300 LBS 113537 N/A N/A N/A MANUFACTURERS .• • •• • • • • • • Description OMEGADYNE LC101 -30K LOAD CELL • Purchase Order # A. TOMASSI ROOF TESTING, INC. 5451 NW 24 STREET #3 MARGATE CaI Date: Cal. Due Date: CaI. Interval: Received: Calibration Result: Environmental Conditions: Performed By: Procedure: Cal Location: FL 33063 30- Apr -1D 30-Jul-10 3 MONTHS IN TOLERANCE PASS 82 DEG F / 55 % RH YAIRON ALVAREZ SYN 156 ON -SITE Last Cal. CaI. Due Date 31- Dec-10 Approved By: •.• 0, vAt: JAVIER . •lRON • • • • • • • • • A7eVAAEZ• • • 30- Apr -30: 9:54:05 AM BALCEIRO 03- May -10 9:54:23 AM This reporPmayhot be reproduced, exchpirin fell, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 TeN 30.5;er5i92 ; Toll Free: 800 - 393 -1094 - Fax: 305 - 362 -3125 - Web: www.kelilabs.com as-d BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Soprema, Inc. 310 Quadral Drive Wadsworth, OH 44281 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 Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: So rema Modified Bitumen Roo S ; tems Over • htw t Insula Concrete Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • • • IN' 'IXa'IPII: p gopy bf this entire NOA shall be provided to the user by the manufacturer or its • . dist!lbufdrs inii died 1;e available for inspection at the job site at the request of the Building Official. • . • • • • • • . • • 7 �i s NC3A revises 14O 07- 1217.10 and consists of pages 1 through 45. The submitted documentation was reviewed by Jorge L. Acebo. • ••• ••• • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • !APPROVED ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 09- 0402.18 Expiration Date: (W22/11 Approval Date: 05/27/09 Page 1 of 45 Deck Type 4: Lightweight Concrete. Non - Insulated Deck Description: Elastizel Range 1J lightweight Insulating Concrete, 300 psi. min System Type E(4): Base sheet mechanically fastened. All General and System Limitations apply. Deck: Base Sheet: • •.• •.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • Structural Concrete deck or Min. 22 ga., Type B steel decking over 1 /4" thick steel supports spaced max. 5 ft o.c. attached 6" o.c. using min. 5/8" diameter puddle welds with washers or Traxx/5. fasteners. Deck side laps are attached 15" o.c. using Traxx/1 fasteners. Deck is covered with a Elastizel Range II lightweight concrete pour consisting of a 1/8" slurry coat, minimum 2" thick Holey Board and a minimum 3" thick top coat. One ply of Soprafix [S] *, So base *, �rafix [X]* or Soprafix [H] fastened to the deck as described. Attach sheet using Tri -Fixx Fasteners spaced 8" o.c. in a 5" lap and 8" o.c. in one center mw. The side lap fastener row is encapsulated in the heat welded lap and the center row is stripped -in with a 6" wide strip of heat welded membrane. _ Note: Soprafix [HJ is for ,sse with a self- adhered cap membrane. *Requires heat welded ply or cap membrane. Piy Sheet: (Optional) One ply of Elastophene Flam *, Elastophene Flare 2.2 *, Sopralene (180, 250 or 350) Flam *, or Sopralene (180, 250 or 350) SP, heat welded. *Requires heat welded cap membrane. Membrane: Elastophene SP 2.2mm *, Elastophene SP 3.0mm *, Elastophene Flam GR, Elastophene Flam FR GR, FR+GR, Elastophene Flam LS FR GR, Soprastar Flam, Soprastar Flam 180, Sopralene (180, 250, 350) Flam GR, Sopralene (180, 250, 350) Flam FR GR, FR+GR or Sopralast 50 TV Alu, heat welded or Colphene FR GR, Colphene GR or Colphene NR FR GR, self adhered to sand surfaced base or ply membrane. Or Soprastar Stick, self - adhered to Elastocol 600c primed sand surfaced base or ply membrane *Requires approved Surfacing Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or lntertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating •••••• • • • • •system • 1 • g '. • . • £ vte:'. • • .. 112.5'psf (See General Limitation #7) • • ••• • • • • • . •• ••• • ••. • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • 4100 • • NOA No.: 09- 0402.18 Expiration Date: 02122/11 Approval Date: 05/27/09 Page 23 of 45 LIGHTWEIGHT INSULATING CONCRETE SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum of 300 psi. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced fe*ss&e zc 4 (i.8•pdridiet*, extended corners and corners). VhenaIrie limiitaio i.i siecifically referred within this NOA, General Limitation #7 will not be applicable.) 10 Alf prucucts lieeei; shad have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. • •• • • •. • • • • • TND OF THIS ACCEPTANCE •• • ••• . .. •• • • •• • • . • • • • • • • • • • • NOA No.: 09- 0402.18 •• .• •. • Expiration Date: 02/22/11 Approval Date: 05/27/09 Page 45 of 45 tx!.. T1. .- !.1.0 APPROVED' • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMIO BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony (Shake, Slate, Split Shake) Concrete 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. T is {eve 1T0J1#02- 1205.06 and consists of pages 1 through 8. T tp subpjittpd:cicpu. idn was reviewed by Alex Tigera. •• ••• •• • • • e• • ••• • • • • • • • • • .•• a ry ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • Aekigif' MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07. 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 1 of 8 • • . . • • • • • • • • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL 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 Aunhcant Dimension* Saecifitcations Monier Lifetile LLC 1= 16'/x" Saxony (Shake, Slate w = 12-3/8" and Split Shake) Tile .6" thick Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied FAgineesing, Inc. • • .. ▪ ••• • • .• ••• •• • • • •• ••• • • • • • • • • • • • • • • • • • ••• ti • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • • • • • • ••• • • • • • • • • • • • Roofing Flat Profile Roofmg Tiles Concrete 1= varies w = varies varying thickness 7161 -03 Appendix III 94-084 94 -060A 25-7183-6 25- 7183 -5 TAS 112 Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Product Description Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Renort Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Wal Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering 3. LIMITATIONS 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC-77 520109 -1 520111-4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations 129 Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik-Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS -112 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 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. • • • • .4 Miyiimgrq underlayment shall be in compliance with the applicable Roofing Applications • • :SPing1a*1s•1i4ted section 4.1 herein. • • • S.3 • Q/98 hoUnooped underlayment applications may be installed perpendicular to the roof slope • unless statedotherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in • . •: • • • :corgliance 4titb applicable building code. • • • • • . • • • • • i , ; • • • • • • • • NOA No.: 07. 0710.05 • • • Expiration Date: 12/16/12 • • • Approval Date: 09/07/07 ...�; poi, • • :i: • • Page3of8 • • • • • ••• • • • • •• • • Table 3: Restorin • Moments due to Gra - M ft-lb Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 • 6.18 4- 6.66 6.02 6.48 Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Monier Lffetile Saxony (Shake, Slate and S • lit Shake Tile 11.8 1.375 1.02 Table 2: Aerod • amic Multi • Hers - X ft Tile a, ( X ( Profile Batten • • • Iication Direct Deck • • lilcation Monier Lifetile Saxony (Shake, Slate and Split 0.185 0.200 Shake) Tile 4. INSTALLATION 4.1 Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • • 000 • • • • • • • • • • • • • • • ••• •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • NOA No.: 07-0710.05 Expiration Date: 12116/12 Approval Date: 09 /07/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - M, (ft Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" Atwood) Battens Monier Lifetlle Saxony (Shake, Slate and Split Shake) Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 0 18.8 7.4 1 #8 Screw 30.8 30.8 182 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 242 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2.10d Smooth or Screw Shank Nails (Field Clip) 35.5 35. ' 34.8 2 -1 Od Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment M (ft-Ibf) for Two Patty Adhes ve Set Systems 'T1 le Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile °- wive 31.3' 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. .• ••• • • • • • •. • • • • • • • •• .•• . . • • • .• • .•• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••. • • 1 • • • • • • :i: • • •• • • • NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 5 of 8 Table 7: Attachment Resistance for Single Patty Expressed as a Moment Adhesive Set Systems Tile Application - Mf (ft -Ibf) Minimum Attachment Resistance Tile Profile Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile PoIyProTM 118.9 PolyProTM 40.4 3 Large paddy j v.tcement of 45 grams of PolyProm". 4 Medium = dd • Iacement of 24 ' rams of Po l • rem Table 8: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Mortar Set ° 43.9 5 Tile -Ttte Roof me Mortar. • •• • • • • • • • • • • • • • 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • • • • 1,..//i . • • • • • • • • • ••• • ••• '.1011.!- - •• , • • ••• • • • • • • • • •.., • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BORAL- LIFETILE MONIERLIFETILE LLC, SAXONY TILE (LAKE WALES FL) LOCATED UNDERNEATH TILE NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 6 of 8 .. • • • • • 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. • •.. • • • • • •. PROFILE DRAWINGS •.. • • • • • • • • • • • • • • • • • • • • • • • • • .. • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • • •. • • • •• •• • • •.• • • WATERLOCK MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 7 of 8 MONIERLNETILE SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SHAKE MODEL) • ••• • • • • • • • • • • • • • • ••• • • • • • • • ' END OF THIS ACCEPTANCE • • • • • • • • •• ••• •• • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • .•. fr ! • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07 -0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page8of8 M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • • INVRCI1018: A dopy 8f this entire NOA shall be provided to the user by the manufacturer or its • t:114 s • dis eni 44 available for inspection at the job site at the request of the Building Official. •• ••• •• • • • •• This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throw: 6. • ' • I' • he submitted documel►tatjon was reviewed by Jorge L. Acebo. • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • licerLi'x'' jAFFRCVED • •• •• • • • ••• • • • ••• • • • • • • •• •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Catexorv: Sub - Category: Material: PRODUCTS DESCRIPTION: Polystick TU Polyester Product Dimensions Polystick P Roll: underlayment 75' x 3' 40 mils thick Polystick Basil( Roll: underlayment 65'8" x 3'3 60 mils thick Polystick IR/IRX Roll: underlayment 65'8" x 3'3- 80 mils thick Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick MU underlayment •• ••• • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • ••• •• • • • •• ••• • ••• • • • • • • • •••• • • • • • • • • •• •• ••• • • • • . • • Roll: 32' 10" x 3'3 100 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3 80 mils thick • • • . . • • • • • • • • •• ••• • • • • • • • • • • • •• •• ••$ • • Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Test Specification Product Description ASTM D 1970 A polyethylene top surface, self - adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. ASTM D 1970 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. TAS 103 and A fine granular /sand top surface self- adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and A heavy granuled surface self adhering, APP ASTM D 1970 polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. TAS 103 and A non - wicking fabric surfaced, self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. TAS 103 A rubberized asphalt waterproofmg membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. TAS 103 and A non - wicking fabric surfaced, self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current •" ": lfoIuat'coitrbl ➢1'oiice of Acceptance. • • • • • • • • • S . ' : t�l rcbrisi®ns or dfains shall be initially taped with a 6" piece of underlayment. The flashing • •• •• • tape shall be p in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • •• • • • • • ••• • •• • EVIDENCE SUBMITTED: Test Agency . Test Identifier Test Name/Report Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 Trinity I Etta #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA - 005 -02 -0 l ASTM D 4977 01/31/02 PUSA -018-02 -01 ASTM D 2523 07/14/03 PUSA -035-02 -01 TAS 103 09/29/06 PUSA -033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 .7 AP-'PO , TED I • • • • • • • • • • • • • • ••• • • • ••• • • • • • • •• 11 • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. Polystick P, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: Polystick MU No limitation Flat Tile Tile Profile Profiled Tile Polystick IR/IRX 5:12 Prohibited 5:12 Polystick TU,,TU Plus TU Polyester No limitation No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. •• • ••0 • • • •• 1• • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • •• •• • • • • ••• • • 6 Roofing Ti ps (6 Max. Per Stack) 12 NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL LIMITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement; Polyglass Polyplus 50 Premium MB • • • • !;lashing cement, Pcdl+glass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified • T;lal;lt$g:C� men, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide •' . '$2 / f aghiwgAdhesive Trowel Grade mastic, applied in between the application of the • lap. he use of mastic between the laps does not apply to Polystick Basik. 5. A raimtym of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the • ; Polyglas$ Tile Loa$ini Guidelines. • • • • • • • . ._. .. • .• • •• ••• ••• • NOANo.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 'APPROVED; • • ••• • • • • • • • • . • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA' s, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '4 " 712 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hiide 251 Premium Wet /Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is .recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1(800) 894-4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. •• ••• • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • END OF THIS ACCEPTANCE NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 MIA M hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. • • . • • • . . ••• . . . • • . • .. . • • • • • . • • • . • . . .. • .. . . . • • • • • • • • • • • • ... • • • • • • • • • ... • • • • • • • • • • .. .. • • • . . • • • • • ... • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 1 of 7 • • ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: The physical properties listed above are presented as typical average values as determined • • • • • : by:acxtptoll )t&T1G1 test methods and are subject to normal manufacturing variation. • • • •• • • • • • • .. .. . • • • . . • • • • • • • • • • . . •• Property • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • . • • • • • • • • • • • • . • • • • • • • • • • • Roofing Roof tile adhesive Polyurethane Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbsift. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: • ••• • • • . . l2 •• •• •• • • • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. • • • •• ■ I F • • • • •• • • • MS • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • ••• • • • • • • • . • • • • •• •• • ••• • • W NOA No.: 06-0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail #1 Single Paddy Weight Min. (grams) 35 Two Paddy Weight per paddy Min. (grams) N/A Flat, Low, High Profiles High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan 24 N/A N/A Flat, Low, High Profiles #2 Flat, Low, High Profiles _ #3 8 1. Polypro AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® A11160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AHI60 has been dispensed. 9. Polypro® A11160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: 4►S Te4i74ed bar the Bu • Official or applicable building code in order to properly evaluate the itztailaan.•this 9ystar��. • • •••• • •• ••• •• • • • •• • • • • • • • • • • INSTALLATION: • ,, rr;.••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • • •• •• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • • • • • • • • •• ••• • • • • • • • • • • • •• • • • • • ••• • is • • • • • • • . • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • .• •• • • • •. •• • • • • ••• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • • • •• •• •• ••• • • • • • •• • • • •• • • • •• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 0 0 • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 • • • • • • • • • • ••• ._ ••• • • • • • • • • • • . • • • • • • • • • • • • . ••• • •• • • • . ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• P elin.x 3 in. Singh paddy onunderlayment Single paddy on top ofOhs Eave Coon ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement 8a DAY between We Eave Closure 2 in. x7M.medbm sirs paddy save course oily Fasda •• •••• • • • • • •• • • • . • . • • • • . ...END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7