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RF-09-2064Inspection Number: INSP- 131667 Permit Number: RF -12 -09 -2064 Scheduled Inspection Date: June 21, 2010 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Project: <NONE> Contractor: INFINITY ROOFING AND SHEET METAL INC Building Department Comments TILE REROOF AND FLAT REROOF Passe W /) //o Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 18, 2010 Miami Shores, FL 33138 -0000 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments (‘6_ For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360000050 Phone: (954)917 -7107 Page 3 of 31 March 30, 2010 Arcon Roofmg 2280 NW16 St Pompano Beach, FL 33069 A L A ]l�i N C I��II RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: Miami Shores FL Permit #: Date inspected: • arch 29, 2010 Date completed: March 23 2010 Roofing Contractor: Arcon Roofing Carlab, Inc Project # 2010 -6132 Testing lab Certificate #: 09- 0127.04 Dear Sirs, 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 Roofmg 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 7500 square feet, and the mean height of the roof is less than 20 feet above ground surface. The type of tile used for this project was reported to be Flat 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. 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. Respectful) 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 TILE UPLIFT TEST FOR Residential Home 11300 NE 2 Ave Miami Shores, FL Project #: 10 -6132 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 1 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 Test Test load (lbf) Test Status 199 35 Pass 200 35 Pass 201 35 Pass 202 35 Pass 203 35 Pass 204 35 Pass 205 35 Pass 206 35 Pass 207 35 Pass 208 35 Pass 209 35 Pass 210 35 Pass 211 35 Pass 212 35 Pass 213 35 Pass 214 35 Pass 215 35 Pass 216 35 Pass 217 35 Pass 218 35 Pass 219 35 Pass 220 35 Pass 221 35 Pass 222 35 Pass 223 35 Pass 224 35 Pass 225 35 Pass 226 35 Pass 227 35 Pass 228 35 Pass 229 35 Pass 230 35 Pass 231 35 Pass 232 35 Pass 233 35 Pass 234 35 Pass 235 35 Pass 236 35 Pass 237 35 Pass 238 35 Pass 239 35 Pass 240 35 Pass 241 35 Pass 242 35 Pass 243 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Almar (USA), Inc. 6801 NW 77. Avenue Miami, FL 33166 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLERSTEET, SUITE 1603 MIAMI, FLORIDA 33I304563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 Ju risdictien (AHI). 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 .AHT (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 descn'bed herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altlasa "5" Clay Rec (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 itemisation and removal of NOA. ADVERTISEMMEN7': 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 satire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages I through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1115.03 Expiration Data 12/16107 Approval Date: 12/12/02 Page 1 of 7 Test Test load (lbf) Test Status 289 35 Pass 290 35 Pass 291 35 Pass 292 35 Pass 293 35 Pass 294 35 Pass 295 35 Pass 296 35 Pass 297 35 Pass 298 35 Pass 299 35 Pass 300 35 Pass 301 35 Pass 302 35 Pass 303 35 Pass 259 35 Pass 260 35 Pass 261 35 Pass 262 35 Pass 263 35 Pass 264 35 Pass 265 35 Pass 266 35 Pass 267 35 Pass 268 35 Pass 269 35 Pass 270 35 Pass 271 35 Pass 272 35 Pass 273 35 Pass 274 35 Pass 275 35 Pass 276 35 Pass 277 35 Pass 278 35 Pass 279 35 Pass 280 35 Pass 281 35 Pass 282 35 Pass 283 35 Pass 284 35 Pass 285 35 Pass 286 35 Pass 287 35 Pass 288 35 Pass Test Test load (lbf) Test Status 244 35 Pass 245 35 Pass 246 35 Pass 247 35 Pass 248 35 Pass 249 35 Pass 250 35 Pass 251 35 Pass 252 35 Pass 253 35 Pass 254 35 Pass 255 35 Pass 256 35 Pass 257 35 Pass 258 35 Pass 259 35 Pass 260 35 Pass 261 35 Pass 262 35 Pass 263 35 Pass 264 35 Pass 265 35 Pass 266 35 Pass 267 35 Pass 268 35 Pass 269 35 Pass 270 35 Pass 271 35 Pass 272 35 Pass 273 35 Pass 274 35 Pass 275 35 Pass 276 35 Pass 277 35 Pass 278 35 Pass 279 35 Pass 280 35 Pass 281 35 Pass 282 35 Pass 283 35 Pass 284 35 Pass 285 35 Pass 286 35 Pass 287 35 Pass 288 35 Pass Test Test load (lbf) Test Status 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 ED N 0- + 58' LEGEND + FIELD TEST - PERIMETER TEST O CORNER TEST + + + + + + + + + + + + APPROX. ROOF TEST L ❑CATIONS AND DIMENSI ❑NS BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building (Roofin Owner's Name (Fee Simple Titleholder) BARRY UNIVERSITY Owner's Address 11300 NE 2 AVE City MIAMI SHORES Tenant/Lessee Name /11e State FL Job Address (where the work is being done) 11300 NE 2 AVE City Miami Shores Vill. a County Miami -Dade Zip FOLIO / PARCEL # 11- 2136- 000 -0050 Is Building Historically Designated YES NO Contractor's Company Name INFINITY ROOFING AND SHEET METAL, INC. phone # 954 - 917 - 7107 Contractor's Address 1150 SW 10TH AVE STE 201W City POMPANO BEACH State FL Qualifier Name JOHN B MITALA State Certificate or Registration No. CCCO57467 Architect/Engineer's Name (if applicable) " 7ARat .r Phone #54/- -a4 Value of Work For this Permit $ 86,219.00 IscsAsi aosto n a; afw v ∎s!c! 1 Ems : eA'c7"agai inar33 til' trot* ® el otratsou to3 .580 - SEA opiaflf tai;-; Type of Work: ❑Addition DAlteration Describe Work: TILE REROOF AND FLAT REROOF �i� ,********* ** * * * *** * * ***** *** * * * * * * * * * * *** F lees * ** *, * * ** * * ** * * * *, * * * * ** ** **** ** ***** * ** ** � r �: dhittal Fee - W Permit Fee $ c J 0 . 1-k Notary $ Training/Education Fee $ 1 1' 2 tJ Scanning $ 1a' C IV Bond $ Radon $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Code Enforcement $ Square / Linear Footage Of Work: DPBR $ Permit No.i t ®I Master Permit No. Zip 33161 Phone # ,, 5 8W °'378'5 Phone Ite3OS Z i p 33069 Phone # 954 - 8494778 Certificate of Competency No. lace ❑ Demolition CCF $ . l Z • 2O CO /CC Technology Fee $ (AA (P Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ k°1 2 O See Reverse side (Sc. —50.w 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 not of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is y• In the absence of such posted notice, the inspection will not be approv. ' a reinspection fee will be charged. Sign: Print: Owner or Agent The foregoing instrument was acknowledged before me this, day of l�. t V , 20 of , by who is personally known to me or who has produced who is personal to me or who has produced LINDA S. MITTS My Comm. Expires Jun 18.2013 14 ° � INA ADAMS " , ''� :6 Com mission AMS NY S f o,, „ D0 99 0 8 064 : i Nof YA980C. NOTARY PUBLIC: My Commission Expires: As identification and who did take an oath. **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY . #6/ �' (Revised 07/10/07) State Zip a Signature The foregoing instrument was acknowledged before me this2 =z k d 1.•,Lk ,d , day of d �j% i or, by JOHN B MITALA NOTARY PUBLIC: Contractor as identification an t: - z)f/7 y Conunission Expires: / � ' /� * *,* *,* ** ** * ***** *,* ** * *,** *,* *, * ** * * *,* * * * * *,* ** * ** Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.11-2136- 000-0050 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 11300 NE 2 AVE MIAMI SHORES 36 52 4140 AC SEI /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET 2. Description of improvement: REROOF LAVOIE HALL MAIN ROOF FIAT & TILE 3. Owner(s) name and address: BARRY UNIVERSITY, WC. 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 ROOFING AND SHEET METAL, INC. 1150 SW 10TH AVE STE 201W POMPANO BEACH FL 33069 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. NA 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 documents may be served as provided by 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 OR RECORDING YOUR NOTICE OF COMMENCEMENT. fiveatd Its? S I tie Signature(s) of Owner(s ; " ' ` ?^ s)' Authorized Officer/Director /Partner /Manager Sam Auto P 2Q'* W By - m Q FL . By Print Name 33Cyg' Title/Office Print Name 5/ ee E"" elitiored S Title/Office I/P# &Mess ( bi+o/nee STATE OF FLORIDA COUNTY OF MIAMI -DADE i The f egoing instrum pt was acknowledged before me this ,. day of 11) 0 Oat** 1) By ❑)ndividually, or ❑ as for drewslivel 1.4 p1: MA. P 9"' i n Personally known, or 0 produced the following type of identifi ion: Signature of Notary Public: ' . (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 are true, to the best of my knowledge and belief. id" er(s)'s Authorized Officer/Director/Partner/Manager By ,pa copy of the day of A D �3 on Signature(s) of By 123.01 -52 PAGE 11/07 I HEREBY CERTIFY that this is o 'n al filed In this; "+ By SS my hand anI O . eel. Circuit and ou nty Courts HARVEY RUVIN, CLER Print Name: 1,,,s V. ,ke Yr1 D.C. 111111111111111111111111111111111111111111111 C:FN 2009R0895940 OR Bk 27117 Ps 1942; Pips) RECORDED 12/16/2009 10 :30 :12 HARVEY RUVINp CLERK OF COURT MIAMI—DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office `"' LINDA S. MITTS Notary Public - State of FOAM My Comm. Expires Jun 16.2013 veikonOdosloo # DD 863031 ISM tMko0 *My Mon. Miami -Dade County. Real Estate Tax Information Show Me: Property Taxes Search By: Select Item Detail Tax Information: Real Estate Tax Info 2009 Taxes Prior Years Taxes Due 2009 Ad Valorem 2009 Non -Ad Valorem 2009 Back Assessments 2009 Enterprise Folio 2009 Historical Abatements 2010 Quarterly Payments 2009 Tax Notice /Memorandum © 2002 Miami -Dade County. All rights reserved. Real Estate Tax Information Today's Date: 11/18/2009 Last Update: 11/16/2009 Year: 2009 Folio Number: 11 21360000050 MIAMI SHORES Owner's Name: BARRY COLLEGE Property Address: 11300 NE 2 AVE Mailing Information : BARRY COLLEGE 11300 NE 2 AVE MIAMI SHORES FL 331616628 Legal Description : 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET To view 2009 Tax Notice /Memorandum click here 2009 Taxes are totally exempt Amounts due are subject to change without notice. E -mail your comments, questions and suggestions to Webmaster http: / /egvsys.miamidade. gov :1608 /wwwsery /ggvt/txcaw01.dia ?folio = 1121360000050 Page 1 of 1 Contact Information E -Mail: proptax(M miamidade.gov (305) 270 -4916 Downtown Office: 140 W Flagler St., Room 101 Miami, FL 33130 Office Hours: Mon - Fri 8:00 am - 5:00 pm Related Links: Tax Collector Property Appraiser Florida State Dept of Revenue 0 Property Tax Home 1 Real Estate Tax Info 12009 Taxes 1 Prior Years 12009 Non -Ad Valorem 2009 Back Assessments 1 2009 Enterprise Folio 1 2009 Historical Abatements 12010 Quarterly Payments I 2009 Tax Notice/Memorandum Miami -Dade Home 1 Using Our Site 1 About I Phone Directory 1 Privacy 1 Disclaimer 11/18/2009 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11-2136-000-0050 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 11300 NE 2 AVE MIAMI SHORES 36 52 41 40 AC SE1/4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET 2. Description of improvement: REROOF LAVOIE HALL MAIN ROOF FLAT & TILE 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 ROOFING AND SHEET METAL, INC. 1150 SW 10TH AVE STE 201W POMPANO BEACH FL 33069 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number NA 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 documents may be served as provided by 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 Lienor'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 OR RECORDING YOUR NOTICE OF COMMENCEMENT. frrforti 13y (? Stv (Q Atlk Signature(s) of Owner )' Authorized Officer/Director/Partner /Manager TON MH'}GIa % 201 W By Print Name igfOree a a ✓J S Title/Office LIP # _ ., eSS 4trtd it@me• STATE OF FLORIDA COUNTY OF MIAMI -DADE Q The f egoing instrum� t was acknowledged before me this day of 12 JC *i b By Drvid.e. L: a lal3e+I.1P�& ,) ndividualiy, or ID as for l3�. wl (4 %; IJ� Personally known, or ❑ produced the following type of identific ion: Signature of Notary Public: Print Name: Lit v ,.4, tok (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, l declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. / , �'.L ✓�. �� Signature(s) of By 123.01-52 PAGE3 11/07 'uv r(s)'s Authorized Officer/Director/Partner/Manager RDA, COUNTY OF DADE By day of A D 20 n , my hand 6 O . at / ,\ HP,tVEY RUN/01, CLE 't •�f Cfout/ old Cutn ly Cotes ` \9^r� %0 , 1 1 11111 11111 11 111 11111 11 11111 11111 1 111 1111 CFN 20109R089594-13 OR Bk 27117 Ps 19426 (fps) RECORDED 12/16 /2009 10 :30 :12 HARVEY RUVI1? CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Space above reserved for use of recording office By kOM )'Fl.. Print Name 33(et Title/Office UNDA S. MITTS Notary Public • State of Florida My Comm. Expires Jun 16. 2013 vet 1 DD 863031 Nen'try Mtui C 12/16/2009 02:03 9549177108 ACORD OF LIABILITY INSURANCE PRoDu0ER (9'84)943 -5050 FAX: Freak R. Finn, Inc. 1314 East Atlantic Blvd. 8. 0. 8ou 1927 Pompano Beach _ PL 33061 INSURED Infinity Roofing And Sheet Metal Inc 1150 s W 10th Ave, S/site #201w Pos:waao Beach FL 33069 cnvrR Ggi THE PQUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THa POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR COND 71ON OF ANY CONTRACT OR OTHER DOCUMENT VVITN RESPECT TD WHICH T)ftS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU, THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. FIn TS' LIMITS SHOWN MAY HAVE BEEN REQI tt,g0 JAY PAID CLAIMS INSR ADDL 1 TR BOAR D WQfi 5R5 COMPENSATION AND SMPL0YER3° LIABILITY ANY PROPRIETOR/PARTNERJE)EECUTNE OFFICER(MEME R EXCLUDED? 0E3038636 1/1/2010 byes, 1e atm uwor SPPOWL FROM 4 NS rain. OTHER TYPE OF INSURANCE GENERAL LIABILRY X COMMERCIAL GENERAL - SOY J CLAtMS MADE X sail per proj Cap GEN'LAGGR GATE UMrrAPPLIESPER: POLICY x 9 & El LOC 4070N00ILE UABILRY X ANY AUTO ALL OWNSD AUTOS SCHEDULED AUTOS MIRED AUTOS X NON -OWNED AUTOS GARAGE UABIU1Y R ANYAUI'O DEDUCTIBLE 7C RSTFNTION 3 0 OCCUR EXCEBS(UMBR€ r A UASlLETY pCCUR OEALM5 MADE (934)943 -5417 040160985 5/25 /2009 mm96720240/ POLICY NUMBER INFINITY INSURER E: 2053041073 8/1/2009 5/25/2009 DESCRIPTION OF OPERATIONSrLOPxfiONSyENICLE ECLUSIONg ADDED 9 YBNDOASEMENTASPECIAL PROVI3IORS CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Avenue 105.` ami S1lo o5, FL 33138 ACORD 25 (2001108) INS026 (Otos).osa DAE M MIDDnTh 10/ T 0/2009 THIS CERTIFICATE 1S ISSUED AS A MATTER • INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE wsu R/k Crma & Forster Special* INSURER 0: Continental Iasuraace INSURER C: American Guarantee INSI IRFRD Bridgefield )Moyers is DIJOY EFFECTIVE POLICY DATE AUTHORIZED REPRESENTATIVE Frank Furman, Sr /CS PERSONA! A ADy IN $ GENERAL P 0F14ATF $ PRODUCTS - I AAAP/OP 6G0 $ COMBINED SINGLE LIMIT (0$ e0Wet4) 5/25/2011 BODILYU'.UURY (Per?) 5/25/2010 1/1/20/1 BODILY INJURY (Pat samara) Co PROPERTY DAMAGE (Par aczkiort) AUTO ONLY - FA ACCIDENT $ OTHER THAN EA Al t) $ AUTO ONLY: EACH ACC! fRRPNf.'E ACGRF,C.ATF g f ER E.L EACH ACCIDENT $ E.L DISEASE - EA EMP Y! L$ E L D1SPASP: - Poi Ely LIMIT $ NAIC # 35289C 26247 10701 PAGE 02/02 1 ,000,000 gkatla(Fq I $ 50, 000 5/25/2010 RISD Exp. (Any ergeposan) 3 Sariudod $ $ $ $ $ WA 3 1,000,000 2,000,000 2,000,000 1,000.000 5,000,000 5,000,000 1,000,000 1,000,000 1, 000,000 CANCELLATION SNOULD ANY OF PIE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TREMOR, TN! ISSUING INSURER YELL ENDEAVOR TO MAIL 10 DAYS WRITRN N0T(CB To TOE CER7lRCATE HOLDER NAMED TO THE LEFT, EXIT FAILURE TO 00 SO &WALL IMPOSE NO 00UGATION OR LWBWITI OF ANY KIND UPON THE INSURER, as AGENTS OR REPRESENTATIVES. ACORD CORPORATION 1988 Page 1of 2 Tax Amount Transfer Fee . NSF Fee .. • . Penalty . • - Prior Years ' - 'rollectfcn Mel Total Paid $ 54.00 $ 54.00 0 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 - 954 - 831 -4000 VALID OCTOBER 1, 2009 THROUGH SEPTEMBER 30, 2010 DBA: Business Name: Owner Name: Business Location: Business Phone: Rooms INFINITY ROOFING AND SHEET METAL INC 1720 NW 22 CT 9 POMPANO BEACH 33069 (954)917 -7107 Number of Machines: Seats Employees THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward Courtly WHEN VALIDATED Y Candy Mailing Address: INFINITY ROOFING AND SHEET METAL INC MITALA JOHN B /QUAL 1720 NW 22 CT STE 9 • POMPANO BEACH FL 33069 Business Opened: State/County /Certl'Reg: - Exemption Code: . Machlne+�. • ` Professionals 18 UNITS For Vending Wall!" Wall!" Only . Vendi Type;.• Receipt # 185 - 0001498 Business Type: ROOFING CONTRACTOR 09/05/06 CCCO57467 NON EXEMPT 0000000000 0000005400 0000001850001498 1001 3 transferred when the business Is sold, business name has changed have moved the business location, This receipt does not Indicate th business is legal or that it Is in compliance with State or local law regulations. 2009 -2010 Eis - and Is non - regulatory in nature. You must meet all Car and/or municipality � ` ►:x:, planning an d zoning re�ulrernents. This Business Tax Receipt m 0e • nd Imo • •• • • • • •. ••• • • [[ � C 4 t • • • • •• -•• -- • • • • • • • • • :..NO E"OP't SBESTOS RENOVATION OR TYPE OF NOTICE (CHECK ONE ONLY): fyORIGINAL (CH TYPE OF PROJECT EC4 ON O� Lie • 41•D VM ®LITTON IF DEMOLITION, IS IT�4MO:D:,R� N10101.1TION! IF DEMOLITIQN,1N$S rf RF fl1�FtEpJ3ENVITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS ITA PLANNED RENOV TI N (OPE I IV. Scheduled Dates: , �, _ Asbestos Removal ( mm/dd/yy) Start: "` ` Finish: - V. Procedures to be Used (Check All That Apply): ❑ REVISED ❑ RENOVATION ❑ YES ❑ YES ! ❑ YES '*\; t Florida License No. Is the contractor exempt from licensure under section 469.004(7), F.S ? *MUST OBTAIN PRIOR DEP APPROVAL BEFORE USltJ to DRY METHOD VI. Procedures for Unexpected RACM: c 4) .9200" VII. Asbestos Wue�ranspo r: N Addr�ss. City ( VIII. Waste Disp,�osal Site: Address City Amount of RACM or ACM square feet surfacing material linear feet pipe \cubic feet of RACM off facility compo sq�i�re feet cementitiousmaterial squakfeet resilient' flooring square f e,t asphalt roofing 161 01 -158 3/07 e ❑ NO Zip � JC '� • � � • • • • • c • Florida Department of DEC. 1 6 203 • p Miami -Dade DERM Environmental Protectio ®. Mobile Sources Section oor • • • • : • • • • b iw'hion of Air Resource Management ' " W. 1 st Court 3 136 Miami, Florida 33136 • • • •• • • • • • ❑ dANCF.l:LifION E2 - RVIJ FING 0 N r � I. Facility me Address ,}� 6 y Cit ,1 : < '= � i . - State - Zip County UE Site Consultant Inspecting Site Building Size a6 (Square Feet) # of Floors 2 - Age in Years 2.04° Prior Use: ria niv Residence Small Business Other Present Use chool/College/Univ rsity Residence Small Business Other II. Facility • ner MI i Address ,1 ,y ,l City M III. Contractor's Name ,i ■ ngg-A i " 11 Address t A. ) 0 W CityK9 in. .7 1 A Zip -7 / ❑ YES , 9 Phone f ') s State Y� °°'. , Zip's Signed DISTRIBUTION: White -DERM Yellow- Applicant Pink - Reserve Gold -Reserve 2VIr ❑ NO TESY File# '„ Biiv l vO R� ref ©dbiBS G Process Demo/Renovation (mm/dd/yy) Start: Finish: NIPANIWI WE L�.ESQW. QUALITY MA This is to certify that the required Notification(s) Regarding asbestos have been su ftted in Compliance with regulations. Date 12- I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR 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 will be available for inspection during n•rmal bu iness hours. 6 /Aye) / l i Na r ^ of Owner / Operator / PRINT (Si . : re of Owner /O rato t t ERM USE ONLY Postmark/Date Received ID # Strip and Removal Glove Bag Bulldozer Wrecking Ball Wet Method *Dry Method Explode Bum Down • •• • • • • •. ••• • • [[ � C 4 t • • • • •• -•• -- • • • • • • • • • :..NO E"OP't SBESTOS RENOVATION OR TYPE OF NOTICE (CHECK ONE ONLY): fyORIGINAL (CH TYPE OF PROJECT EC4 ON O� Lie • 41•D VM ®LITTON IF DEMOLITION, IS IT�4MO:D:,R� N10101.1TION! IF DEMOLITIQN,1N$S rf RF fl1�FtEpJ3ENVITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS ITA PLANNED RENOV TI N (OPE I IV. Scheduled Dates: , �, _ Asbestos Removal ( mm/dd/yy) Start: "` ` Finish: - V. Procedures to be Used (Check All That Apply): ❑ REVISED ❑ RENOVATION ❑ YES ❑ YES ! ❑ YES '*\; t Florida License No. Is the contractor exempt from licensure under section 469.004(7), F.S ? *MUST OBTAIN PRIOR DEP APPROVAL BEFORE USltJ to DRY METHOD VI. Procedures for Unexpected RACM: c 4) .9200" VII. Asbestos Wue�ranspo r: N Addr�ss. City ( VIII. Waste Disp,�osal Site: Address City Amount of RACM or ACM square feet surfacing material linear feet pipe \cubic feet of RACM off facility compo sq�i�re feet cementitiousmaterial squakfeet resilient' flooring square f e,t asphalt roofing 161 01 -158 3/07 e ❑ NO Zip � JC '� • � � • • • • • c • Florida Department of DEC. 1 6 203 • p Miami -Dade DERM Environmental Protectio ®. Mobile Sources Section oor • • • • : • • • • b iw'hion of Air Resource Management ' " W. 1 st Court 3 136 Miami, Florida 33136 • • • •• • • • • • ❑ dANCF.l:LifION E2 - RVIJ FING 0 N r � I. Facility me Address ,}� 6 y Cit ,1 : < '= � i . - State - Zip County UE Site Consultant Inspecting Site Building Size a6 (Square Feet) # of Floors 2 - Age in Years 2.04° Prior Use: ria niv Residence Small Business Other Present Use chool/College/Univ rsity Residence Small Business Other II. Facility • ner MI i Address ,1 ,y ,l City M III. Contractor's Name ,i ■ ngg-A i " 11 Address t A. ) 0 W CityK9 in. .7 1 A Zip -7 / ❑ YES , 9 Phone f ') s State Y� °°'. , Zip's Signed DISTRIBUTION: White -DERM Yellow- Applicant Pink - Reserve Gold -Reserve 2VIr ❑ NO TESY File# '„ Biiv l vO R� ref ©dbiBS G Process Demo/Renovation (mm/dd/yy) Start: Finish: NIPANIWI WE L�.ESQW. QUALITY MA This is to certify that the required Notification(s) Regarding asbestos have been su ftted in Compliance with regulations. Date 12- I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR 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 will be available for inspection during n•rmal bu iness hours. 6 /Aye) / l i Na r ^ of Owner / Operator / PRINT (Si . : re of Owner /O rato t t ERM USE ONLY Postmark/Date Received ID # DERM PLAN REVIEW FINAL APPROVAL .. • • • ... • • • .. .. • • . .. .. -,- • • • ... • • • . • • • • . • • . . • • • • ... • • • • •• . . - • 0 .. • •• • • •• • • • • • •• • • • • •• • • • • • . • • • • • • • • • ... - -. • ••• ••• ••• .. ... .. • • • .. .. • • .. ... • • .. • • • • • • . . . . . • • • .. ... • • • • • .. DEPARTMENT OF ENVIRONMEINTAL RESOURCES = ACPERIENT I✓- J . LORE REVIEWER (PRIM): l SIGNATURE 5c6�1wL f ft U A R Peivi EE cNSULTING GROUP, INC. December.14, 2009 •' ••• • • • • • •• •• •• • • • • • • • • • Infinity Kooning & VlieetMetaf, Inc. 1150 SW 10 Avenue Suite # 201.7 • • • •• • •• •• ••• • • • • Pompano Beach BL:330p. RE: Roof Asbestos Survey Barry University LaVoie Hall — Flat Roof Area 11300 NE 2 Avenue Miami Shores, FL Pursuant to your request, EE Consulting Group, Inc. — in association with ETS Environment, Inc. — has performed a Roof Asbestos Survey on December 14, 2009 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 roofmg 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: • Five (5) 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 liote Containing Materials (ACM). Samples were placed in plastic bags _ [ I e ed+ r fu tier analysis. • All secured bulk samples were analyzed by Polarized asbestos content. • Preparation of final report. It ECEVE DEW) Report #: 0912 -007 ify 421 1 SW 74 AVENUE - DAVIE, FLORIDA 33314 - PHONE (954) 474 -1710 - FAX (954) 474-1711 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This renews roofing system using Altura One Piece 5' (lay Roof Tilts, as manufactured by Abner (USA), Inc.. 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 MUM values obtained by calc°atiations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Altura One Piece `S' Tile Trim Pieces Clip Clip IDianensions L =181/4" W = 105" %" thick nominal 3.25" high Length: varies Width: varies vag thickness L D=0.125" L&b --- 2" w` f ., 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. eclat= Corporation Testing PRI Asphalt Technology. Inc. band Technologies Test Specifications TAS 112 Test Identifer 94-083 94-084 25- 7200 -1 TAS 112 PA 114 PA 114 Project No. 307025 Test i/MDC -78 NETS 520649 CLF-003 -02-01 7161 Appendix III Product High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications. Accessory trim, clay roofpieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Tile clip L Shaped tile clip Tel Nana Date Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing Feb. 1995 .PA 102 (Quick -Drive Screws, Ileums) Wind Driven Ram O %994 PA 100 PA 102(A) PA 102 PA 102 April 1994 May 2000 October 2001 Dec. 1991 NOA No.: 02-1115.03 Ezplration Date: 12/16/07 Approval Dam 12/12/02 Page 2 ef 7 • • ••• • • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • SITE DES RIrTIOPST':: • • • • ••• • • • • ••• The roof of the building is a built -up bituminous roof. There is a drip edge along the perimeter of the ro®t.;T�ie toot grey, sgrgeyeti occupies approximately 3,000 ft • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • • • •. CONCLUSIONS .. . • • •• ••• J,• • Based'or1 ola d e l an cj 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 submitted Review by, van 'erson I.H. 'Bruce Marchette CIH AHE Inspector Certificate # 4872 Licensed Asbestos Consultant ZA- 0000048, IA0000041 2 SAMPLE # LOCATION OF SAMPLE DESCRITION CONDITION ASBESTOS 1 Field Membrane F.C. NAD 2 Field Membrane F.C. NAD 3 Field Membrane F.C. NAD 4 Field Membrane F.C. NAD 5 Field Membrane F.C. NAD I.EE:C9Tisulting Group, Inc. • • • • • •• •• • •. • • • • • • • • • • •• Client: 1 : lipfinitkkkefingel meet Metal, Inc. Report #: 0912 -007 •• • • • •. • •• .. Project: '. Ba$rgl 1 niversity •LaVoie Hall 1 300 • E 2 .. • � . 1`� � AS'eraue. • Miami Shores, FL Sampled by: Evan J Emerson BIJLIK SAMPLE TRANSMITTAL FORM Date Collected: 12/14/09 NAD = No Asbestos Detected SAMPLE CONDITION CODES G.C. =Good Condition F.C.=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 Norf- Asbestos Fibers •., ;• •: • Percentage N -'itr Mat„„„. 7.8g •lYlatrix•••• •• • 1 EJE Membrane NAD 7 -10 Fiberglass 13 -15 Cellulose ..: •• 2 EJE Membrane NAD 7 -10 Fiberglass 13 -15 Cellulose ; • • . � • • 75 0.MatriK •••••• . • . 3 EJE Membrane NAD 7 -10 Fiberglass 13 -15 Cellulose •• • 71- 0Zklatrit •••• ' 4 EJE Membrane NAD 7 -10 Fiberglass 13 -15 Cellulose 75 -80 Matrix 5 EJE Membrane NAD 7 -10 Fiberglass 13 -15 Cellulose 75 -80 Matrix ETS Environment, Inc. 12334 73 Court North West Palm Beach, FL 33412 (561) 333 -0624 Dennis_Empjson I.H. Quality Control Project: Barry University — LaVoie Hall Report #: FLO9- 1115RAS Lab Code: 0861 • • • •• • • • • •• • •• • • •• NAD = No Asbestos Detected • • 4 7113 Copperfield Circle Lake Worth, FL. 33467 ON TARGET ENGINEERING. INC. Tel: 561 - 649 -3456 Fax: g gmail.co 6 26231 e mail: otengineering @gmail.com Project : Barry University Lavdie Hall 11300 NE 2nd Ave, Miami Shores, FL Directional factor Kd := 0.85 ; : KZ := 2.01 z C Coefficient 900 P= qh *f(GCp)- (GCpI)] • •• • • • • • • • • • •• • ••• • 2 9.5 • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • • ••• • • Contractor: Infinity Roofing 1720 NW 22nd Court,#9 Pompano Beach, FL. 33069 Criteria : FLORIDA BUILDING CODE 2007 for HIGH VELOCITY HURRICANE ZONE, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-05, CHAPTER 6 WIND LOADS, METHOD 2, ANALYTICAL PROCEDURE : Building Information: "(consider function as a regular office building, not an assembly hall) Height z := 25 ft ; Bldg. Width = 58 ft ; Bldg.: Enclosed Bldg. Category: II I factor I := 1.0 ; Wind speed V:= 146 mph ; Exposure: C Root Flat Topo factor H / Lh =< 0.05, Use Kzt := 1.0 Pitch: rise r := .25 Re - roof DP Kz = 0.945 Min. edge lyidth a: • • • ;1 5.$. ft .: . • - 24.887 •• ••• •• • • • •• DISCLAIMER: PROJECT INFORMATION AND P IA WE, PIWIDED BY CLIENT. STANDARDNCOI E 1:1EQUVEVEIS APPL:EO. • NOWARRAN3lGtQRGUAWNTLSINIPEIED : LIMITED SCOPE tONSIDERED ON THIS OTHER REQUIRED CODE ISSUES ARE NOT ADDRESSED HERE Page 1 P atan 12 = 1.193deg Calculated Velocity Pressure: qh := 0.00256•Kz•Kztgd•(0 Factored Pressures: P1 := qh.[(-1.0) – (0.18)] P2:= qh.[(-1.8) – (0.18)] P3 := qh.[(-2.8) – (0.18)] DADE COUNTY PRODUCT N.O.A. DATA Manuf / Type : Soprema, Inc. NOA # : 07- 1217.08 Type / System :C(3), page 28, 29 Design Pressure: DP := 52.5 psf Board size: 4 ;NF := 10 # fastener /board Fastener Type : NOA specified fasteners with metal plates or equivalent system. Deck : Per system N.O.A. specified list. Note : parapet wall height Field P1 less than = DP >= 3' ; P3 can be taken as P2. P2 Perimeter NF - 16.536 Fastener Pullout Value (fout ) NF = 10 Engineering Services: Insul Board Attachment Calc. OTE # 09- 1214- ag- ib- 25' -BU Date : 12 -14 -09 Slope: 0 < 10 Edge zones width (3' min.): Use smaller of 40% building height or 10% of 2nd largest dimension qh = 43.845 P1 = – 51.737 P2 = – 86.813 P3 = – 130.657 BA := 4.4 psf psf psf psf BA foot := DP. NF Fastener •er bo Required mil'ttn 4'x4' board per- P1 F•— DP h f st eneYsf per pproval Required minimum 18 each fasteners per 4' x 4' board per calculation Required minimum 26 each fasteners per 4' x 4' board per calculation MICHAEL .. TAM PE# 0044161 fz� ECEriat DEC 1 MB of -7 h c poncrete Clay Tile A, B, D, E 1,2,3,4,5,6,7 Metal Roofs A, B, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 ••• • • • • • • • • • • • • • •• •• file: / /C:\Docume %2 INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. ATTACHMENTS REQUIRED "1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance V ► NOA Cover Sheet v w NOA Specific System Description NOA Specific System Limitations NOA General Limitations v ,,: } Applicable Detail Drawings `3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances `''5 Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re- roofing or •" Rba1rs'O0 •. J I� Apt Rdguirec¢ i�bof Testing /Calculation Documentation • •• ••• '•. '•' • • .•• Any other additional data reasonably required by the Building Official , determine the integrity of the roofing system. • • ••• ••• ••• •• • • • • • • • • • • • •. • • • • • • • •• • • •• • • • •• • • •• • • .• Page1 • . • • • • Page 1 of 1 • • • • • • • • • • ••• • • • • • • • • • • • 0814 %d20settirigs \j shycko\ Desktop\ Jaime \bldg\roofing_permiting \in... 5/13/2003 Roof System R Required Sections of the A Attachments Required Low Slope Application A A, B, C 1 1,2,3,4,5,6,7 Prescriptive BUR RAS 150 A A, B,C 4 4,5,6,7 Asphaltic Shingles A A, B, D 1 1,2,4,5,6,7 High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION 1 ••• • • • • • • • • • • • • • •• •• file: / /C:\Docume %2 INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. ATTACHMENTS REQUIRED "1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance V ► NOA Cover Sheet v w NOA Specific System Description NOA Specific System Limitations NOA General Limitations v ,,: } Applicable Detail Drawings `3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances `''5 Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re- roofing or •" Rba1rs'O0 •. J I� Apt Rdguirec¢ i�bof Testing /Calculation Documentation • •• ••• '•. '•' • • .•• Any other additional data reasonably required by the Building Official , determine the integrity of the roofing system. • • ••• ••• ••• •• • • • • • • • • • • • •. • • • • • • • •• • • •• • • • •• • • •• • • .• Page1 • . • • • • Page 1 of 1 • • • • • • • • • • ••• • • • • • • • • • • • 0814 %d20settirigs \j shycko\ Desktop\ Jaime \bldg\roofing_permiting \in... 5/13/2003 Section A Job Address: MIAMIDE COUNTY "Delivering Excellence Every Day" Master Permit No: Contractor's Name: Low Slope ❑ Asphaltic Shingles ❑ Sprayed Polyurethane Foam Low slope roof area (ft. 3000 sft 9 . • • • • • • • • • • • • . • • • • • • • • . •• • • • • • • • •• Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form Process No: I Infinity Roofing and Sheet Metal Inc. .. •.• • • • • . • . • • . • . . • .. • • • . • • • •. • • • •• . • • '• ' • . • . Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other. ❑ New Roof 51 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes 0 No If yes, what type? ❑ Natural ❑ LPGX Steep Sloped area (ft. 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'): d Comer Size (a' x a'): • ••• •• • . • • • • • • • • • • • • • ••• • • • • •• • • • • • ••• ••• •. .• Section A (General Information) Roof Type Roof System Information 7,400 sft Section B (Roof Plan) Total (ft. Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes 10,400 sft t • • • • • •• • d • • •••• • • •• • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • ••• • • • •• • • •• • • • •• • • • ••• • 1 • • • • • • • • • • • Section C "Delivering t*cellence 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: Top Ply: Product Approval (NOA): (P1) Field: (P2) Perimeters: (P3) Comers: Maximum Design Pressure From NOA: Roof Slope: Parapet Walls: Deck Type: Support Spacing: Altemate Deck Type: Existing Roof: Fire Barrier: Vapor Barrier. MIAM coc/NtTY psf 130.65 psf 24 PIy Sheet Fastener / Bori psf —5/8° Plywood— .._ _._.. " o/c Insulation Base Layer Size & Thickness: Ena- Insulation Top Layer Size & Thickness: Insulation Top Layer Fastener / Bonding Material: • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 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: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: " : 12 Roof Mean Height No 0 Yes Parapet wall Height: Anchor Sheet: � na- Anchor Sheet Fastener / Bonding Material: 1 1.5" Polyisocyanurate 4 ft x 4 ft Tapered Insulation Base Layer Fastener / Bonding Material: 1 1/4" Densdeck 1 #14 fasteners and steel plates Base Sheet(s) & No. of Ply(s): I Soprafix Base Sheet Base Sheet Fastener / Bonding M iae ; • • • • heat welded • • • PIy Sheet(s) & No. of Ply(s): • • psf • •• $ ; • • • • •• • ••• • • • • • • • • • • • • • •• •• ft. • ft. 1 Soprastar Flam 1 Top Ply Fastening / Bonding Material: heatfused Surfacing: `granules 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: ED " o/c G@ Laps & rows " o% 2. Perimeter. " o/c Q Laps & ED rows " o/c 3. Comer. " o/c @ Laps & rows " o/c NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: 2. Perimeter. Insulation Fastener Type : #14 fasteners and steel plates WOOD NAILER TYPE AND SIZE: " 1/2 Sheet Width: Wood Nailer Fastener Type and Spacing: 3. Comer. 12x6 pt 1 1 -8 penny ring shank nails spaced 4° on center EDGE & COPING METAL SIZES: Edge Metal Material: Edge Size: Hook Strip Size: Edge Metal Attachment: 1 1 -1/4 ring shank Stainless 1 Coping Material: Coping Size: —METAL EDGE HOOK STRIP N/A— I-- SELECT PARAPET WALL COPING MATERIAL— 1 — SELECT COPING METAL SIZE OR THICKNESS- - SELECT COPING METAL HOOK STRIP SIZE— Hook Strip Size: Parapet Coping Metal Attachment L Nailable Deck Wood Blocking 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. Top Ply Interplies B se Sheet \ \ Roof D ck •• •. • • •• ••• • • • • •• •• •• •• • 4 ••• • • • • •.. • • • ••. • • ••• • • • •.• s , . .. .. • • ••..... • • • • • • • •• •• ' ' • • •• • • .•• • • • • • • ..• • • •• -di- Drip Metal -el— Continuous Cleat Wood Nailer Roof Mean Height: Drip Metal: `26 gauge stainless steel J Continuous Cleat: Surfacing: Top Ply: ft. granules 1 Soprastar Flam Interplies: Wood Nailer: Tile Roof System "Delivering Excellence Every Day° Roof System Manufacturer: Notice of Acceptance Number (NOA): Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): Roof Slope: •• • •• • • ••• Monier 1 "/12" Roof Mean Height 30 ft. Method of Tile Attachment Drip Edge Size & Gauge: Drip Edge Material Type: Hook Strip /Cleat gauge or weight • • • • • • • • • • • • • • •• • •• • Miami -Dade County Building Department Electronic Application Section D Sloped System Description Tile Roof System 07- 0710.05 ••• ••• • • • • • • • •• • • • • P 1: — Adhesive, Medium Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: tna- 1 —3" face 26 ga.— -- Galvanized Metal— Drip Edge Fastener :ype: 1''If4 •• ••• •• •• _ !_y_! • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • ••• • •• •• • • • ••• •• • • • ••• • • ••• • • • • • -49 P 2: P 3: 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. Deck Type: Optional Insulation: I na- 1 Optional Nailable Substrate: Ina- 1 Optional Nailable Substrate Attachment Ina- 1 Basesheet Type: —5/8" Plywood— IASTM 30 lb Fastener Type for Basesheet Attachment: 1 1 -1/4 rs fasteners w/ Dade tin tags 1 Tile Underlayment (Cap Sheet) Type: I Poiygiass TU Plus 1 Tile Underlayment Attachment Method: I self adhered Tile Profile: I Flat shake 1 Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (1b1) Length -i (ft) Width -w (ft) One Piece 'S' Tile 6.8 1.52 0.875 Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25-7848-6 Test NamdRe iort 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 Aerodynamic Multiplier Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.I herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements 0 ill be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Almar 'Altura One Piece S' Clay 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 NOA Nor 82- 1115.03 Exparatine Date: 12/16/07 Approval Date: 12/12/02 Page 3 of 7 Section E 2 Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Day" P1: P2: P3: x 1: x 1: xl: Design Pressure Description Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance. • Minimum Attachment Resistan4 Required Uplift Resistance . Average Tile Weight .. • •• . Tile Dimensions • • • • • • • • 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: -49 x A. P2:'- 103." xA. P3• -103. xA, •• . • .• • • X w: X w: x w: Method 1 "Moment Based Tile Calculations Per RAS 127" • • Symbol P1 or P2 or P3 0 A. Mg Mf • • •Mr • • f' • . • W .200 200 .200 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. • Fr• • •• • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • •• •• • • ••• • • • • I s length _ • - • • • • vY widtt • • • • • Section E (Tile Calculations) -20.7 -20.7 - W: - W: - Mg: - Mg: - Mg: -W:I 1 =MM: = Mr2: = Mr3: 5 5 5 -103. -103. -103. x cos 0: ED = Fr1: x cos 0: =Fr2: x cos 0: E3 = Fr3: Where to Obtain Information to complete the calculations Where to Find 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 Product Approval (NOA) Product Approval (NOA) Product Approval (NOA) Calculated Product Approval (NOA) Calculated Product Approval (NOA) Product Approval (NOA) NOA Mf NOA Mf NOA Mf NOA F NOA F NOA F SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building 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. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 3 1— 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). 2 1 g _ 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. 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. b e- 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 consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature Date 11300 NW 2NID AV Mtt1i9I s- iOi2E$ .• • Property Address' p rtY • • • : ; ; •; '• permit Number • • • • • •• • Rev: 1 /20/10, amduter 49rVjces, Building t pa7tjent • • . • • •• • • • • • • • • •• •• • •• •• ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ••• • • • • • • • • • • • • • •• • ors Signature 0 lit . • 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: Soprema Modified Bitumen Roofing Systems Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Y• ••• • • • This NO rey¢ a 4 eetiOik N - 0111.01 and consists of pages 1 through 3 • The submittei3i nerltiati wa$ reviewed by Jorge L. Acebo. 1 APPROVED 1 ••• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • •. •• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 3752901 FAX (305) 375 -2908 NOA No.: 07- 1217.08 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 1 of 39 Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C(3): All layers of insulation simultaneously attached. MI General and System Limitations apply. One or more layers of the following. Insulation Base Laver Insulation Fasteners Fastener (Table 3) pensltv/ft (Optional) Any approved ASTM C1289, Type 11, Class 1 or 2, ol pvisocvanurate insulation (flat or ta e Minimum 1.0" thick N/A (Optional) Any approved ASTM CS78, minimum 1.25 pd EPS Minimum 1.0" thick N/A N/A Note: All layers of insulation shall be simultaneously fastened; see layer below for fasteners and density. Jnsulation Too Laver Insulation Fasteners Fastener (Table 3) pensitv/f1 DensDeck, Securock Minimum 0.25" thick Sopraboard Minimum 1/8" thick Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimenisions; if larger panels are used the number of fasteners shall be increased maintaining the same fastener density. (See Roofing Application Standard RAS 117 for fastening details.) Primer: Base Sheet: • •• ..• • . • • • .. • • • • • • • . • •• •• . 1 • • • • .i �• •• ••• •• •• • • ..• ••• • •. • • • • ... • • • • • • ••. • • • . • • • • • • :• .. • • • ..• .: .•• • • • •.•. • • (Optional) Elastoco 1'1 - _I 1 16" = , :. - ; .. lied at a rate of l gal/sq, to top surface of %11 = > : t, y lication of next layer. One layer of Sopralene Flam Stick*, EPS Flam Stick *, Sopralene Stick, Colvent SA or Colvent 180 SA, self - adhered. Or One layer of Elastophene Flam *, Elastophene Flam FR *, Elastophene Flam 22 mm *, Elastophene Flam HS FR *, Elastophene Flam HR 3.0 mm*, Elastophene Fimn HP *, Elastophene SP 2.2mm, Elastophene SP 3.0mm, Sopralene Flam 180 *, Sopralene Flam 180 • 2.7 min *, Sopralene 180 SP 3.5 mm Sopralene Plain 250 *, Sopralene 250 SP, Sopralene Flam 350 *, Sopralene 350 SP, Colvent TO or'Colvent 180 TG, heat welded. Or One layer of Elastophene Sanded, Elastophene Sanded FR, Elastophene Sanded 3.0 mm, Elastophene HS FR, Elastophene HR, Elastophene HR 3.0 mm, Elastophene HD, Elastophene HP, Elastophene PS *, Elastophene PS 3.0 *, Elastophene 180 Sanded, Elastophene 180 PS *, Sopralene 180 Sanded, Sopralene 180 Sanded 3.5 min, Sopralene 180 PS *, Sopralene 250 Sanded, Sopralene 250 Sanded 3.5 min, Sopralene 250 PS *, Sopralene 250 PS 2.7 mm, Sopralene 350 Sanded, Sopralene 350 PS *, adhered in hot asphalt at 25 Ibs/sq, FM Adhesive or FM Adhesive (VOC). *Requires heat welded ply or cap membrane. • • • •S ••• ••• • • • • • • • .. • •• • • .. • • • 2, 10, 23, 40, 46 1:1.6 ft (minimum #14) 2,10,23,40,46 1:1.6ft (minimum #14) NOA No.: 07- 1217.08 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 28 of 39 Ply Sheet: (Opti One or more layers of Sopralene Flam Stick *, EPS Flam Stick *, Sopralene Stick, self- adhered to sand surfaced base membrane. Or • Elastophene Flam *, Elastophene Flank FR *, Elastophene Flam 2.2 mm*, Elastophene Flam HS FR *, Elastophene Flam HR 3.0 mm *, Elastophene Plum HP *, Elastophene SP 2.2mm, Elastophene SP 3.0ntm, Sopralene Flank 180*, Sopralene Flam 180 2.7 mm *, Sopralene 180 SP 3.5,mm, Soprafix, Sopralene Flam 250 *, Sopralene 250 SP, Sopralene Flans 350*, Sopralene 350 SP, heat welded. Or Elastophene Sanded, Elastophene Sanded FR, Elastophene Sanded 3.0 mm, Elastophene HS FR, Elastophene HR, Elastophene HR 3.0 mm, Elastophene HD, Elastophene HP, Elastophene PS *, Elastophene PS 3.0 *, Elastophene 180 Sanded, Elastophene 180 PS, Sopralene 180 Sanded, Sopralene 180 Sanded 3.5 nmi, Sopralene 180 PS *, Sopralene 250 Sanded, Sopralene 250 Sanded 3.5 mm, Sopralene 250 PS *, Sopralene 250 PS 2.7 mm *, Sopralene 350 Sanded, Sopralene 350 PS *, adhered in hot asphalt at 25 IbWsq, FM Adhesive or FM Adhesive (VOC) to sand surfaced base membrane. Membrane: One layer of Colphene HR FR GR, Colphene FR GR, Colphene GR, Sopralene Stick, or Colphene SA 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 Or Elastophene Flam GR, Elastophene Flank UW GR, Elastophene Flank FR GR; Elastophene Flank LS FR GR, Elastophene Nam FR UW GR, Elastophene Flare FR+ GR, Elastophene Flank FR+ U W GR, Elastophene Flam HR FR GR, Elastophene Flam HS FR GR, Elastophene Plank I1S FR UW GR, Elastophene Flank HP FR GR, Soprastar Flam Sopralene 180 SP 3.5mm *, Soprafix *, Sopralene Flam 180 GR, Sopralene Flank 180 FR GR, Sopralene Flank 180 FR UW GR, Sopralene Flank 180 FR+ GR, Sopralene 250 SP *, Sopralene Flank 250 GR, Sopralene Flam 250 FR GR, Sopralene Flam 250 FR UW GR, Sopralene Flank 250 FR+ GR, Sopralene Flank 250 FR+ UW GR, Sopralene 350 SP *, Sopralene Flam 350 GR, Sopralene Flank 350 FR GR, Sopralene Flam Jardin, Sopralene Mammoth GR, Sopralast 50 TV Alu, Sopralast 50 TV Alu White, Sopralast Alu, Sopralast TV Copper, Sopralast Copper, Sopralast TV box or Sopralast Stainless Steel, heat welded. Or One layer of Elastophene GR, Elastophene UW GR, Elastophene FR GR, Elastophene LS FR GR, Elastophene FR UW GR, Elastophene FR+ GR, Elastophene HD FR GR, Elastophene HR FR GR, Elastophene HS FR GR, Elastophene HS FR UW GR, Elastophene HP FR GR, Sopralene 180 Sanded *, Sopralene 180 GR, Sopralene 180 FR GR, Sopralene 180 FR UW GR, Sopralene 250 Sanded *, Sopralene 250 GR, Sopralene 250 FR GR, Sopralene 250 FR UW GR, Sopralene 350 Sanded *, Sopralene 350 GR or Sopralene 350 FR GR, adhered in hot asphalt at 25 lbs/sq, FM Adhesive or FM Adhesive (VOC) to sand surfaced base or ply membrane. *Requfes 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 Intertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system. Maximum vamp. I52.5 r e (Se.Geae ai Limitation #7.) Pressure: • • •. • • • •• • • .• • . • • .•. . • •• ••• •• • • • •• • • • •II• ••• ••• • • • • • • • • •• • • . • • • •. ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• •• •.• • ••• • • NOA No.: 07- 1217.08 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 29 of 39 MIAMMADE 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 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony (Shake, Slate, Split Shake) Concrete Roof Tie LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews atid'reVICessTOA #02;12)5•06 and consists of pages 1 through 8. The submitted docuarientationvuas:revievaed by Alex Tigera. • • • .. ... .. • • • .. • • • • • .. • • . .. • • • • • • • • .. .. .. • • • .... .. • .. • • • .. • • • • • • • • • • • • • • • .. .. ... • • • • ••• • • • ... • • • • • • • • ... • • • • • • • .. .. 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 Cater 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 b Applicant Dimensions Monier Lifetile LLC 1 =16y" 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 Engineering •lbc• • • • • • • • • • • • • .. • • • • ••• • • • Roofing Flat Profile Roofing Tiles Concrete 1 = varies w = varies varying thickness • • •• • ••• • •• • • ▪ • • • • • • • • • • • • • • •• • • • • • • • • • • • . • • • • ••• • • • • • ..• • • • • • • • • • • • • • • • •. •. 7161 -03 Appendix III 94-084 94-060A 25- 7183 -6 25- 7183 -5 • • Test Specifications Product Description 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 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report 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. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering •• • • • • • • • • • • •• • • • • • • • • •. • • •• • • • • • • •• • • • • •• • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • • •• •• •.• • • • 000 • • 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II 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. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 • ginignu n call be in compliance with the applicable Roofing Applications Standards Iis s n.4.1 herein. 3.5 30MCI h8 & grtaplied�auyderlayment applications may be installed perpendicular to the roof slope • untess stated otherwise 6y the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in • • • geZPPliaAt applie$blbiilding code. NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 3 of 8 Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Tile Profile Monier Lifetile Saxony (Shake, Slate and Split 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 Tile Profile Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile "� Table 3: Restoring Moments due to Gravity - M (ft-Ibf) 2":12" 3":12" :12 4":12" 5":12" 8":12" Battens 6.63 Direct Deck 7.14 ... .... • • • • • • • • ... • • • • • • • • • • • . • .. • • • • Battens 6.56 Table 2: Aerod amic Multi . tiers - ft • • Direct Deck 7.07 .. . . . • • • • • . • . . • . • 1 • • • .. ••• •• • • • .• • • • ... ... ... • • • • • • • • .. .. .. • • • .. • . . • • • • • . • •. • • •. • .. • • • • .. • . . • Battens 6.47 Direct Deck 6.97 A.( (ft Batten • • Iication Direct Deck Application 0.185 0.200 Battens 6.34 Direct Deck 6.83 Battens 6.18 Direct Deck 6.66 7 ":12" or — greater Battens Direct Deck 6.02 6.48 NOA No.: 074710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" Plywood) 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 Cll. 19,0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Feld Clip) 35.5 35. 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 322 Table 6: Attachment Resistance Expressed as a Moment Mf (ft Ibf) for Two Patty Adhesive Set Systems Tile -P le _ Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile hesive 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. •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • • • • • • • •• • • • • • • • •• • • •• • • •• • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 07 -0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 5 of 8 Table 2: The Profile One Piece 'S Tile aatnic Multipliers - k Batten Application 0.253 (ft Direct Deck Application 0274 ��p Table 3: tutoring Moments due to Gravity - M.. (ft -Ibf 1 . 3" :12" Profile or less 4 " :12" 5":12" 6": 12" 7":12" or greater One Piece Tde Battens! Dkect Deck 4.47 5.35 Battens I Direct 4.40 Deck 5.27 ems I Direct Deck 4.31 5.16 Battens Direct Deck 4.20 5.03 Battens I Direct Deck 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - Me (ft -ibf) for Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15/32" plywood) (Min. lyo od One Piece 'S' 2 -10d Ring Shank Nails TUe 1 -10d Smooth or Screw Shank Nan 2 -10d Smolt or Screw Shank !Wails 1 .88 Seer 2 .i/8 Screws 1-10d Smooth or Strew Shank Nan (Feld dup) 1 -10d Smooth or Screw Swank Nall (Ewe Clip) 2-10d Smooth or Screw Shank Nails (Field Clip) 2 -10d Smoo01 or Screw 38.1 38.1 41.8 Shank Nails Move Clip) 1 Screw with Altusa Clip (See clip details) One Piece "S" 1 Screw with dip (art the head of tae) One Piece 'S" 1 Screw with dip (at the _ 35.2 water course of lib) ,1. Screw trust be installed in out hudde ry hole located nearest to the hump of the So. 6.9 28.6 41.2 19.4 5.1 8.8 2.8 28.7 58.2 23.1 29.3 27.6 187.1 28.7 N/A 9.2 7.3 58.2 26.8 2 3 1 19.0 29 .3 24.0 27.6 38.6 187.1 N/A 352 IN/A Table 5: Aftactanent Resistance Expressed as a Moment fill (ft -ibf) for Two Patty Adhesive Set Systems Tide Tile n Ti Profile i Mininmm Attachment Resistance One Piece 'S Tile 29.3' Adhesive 2 See matures cow approval for installation requirements. 3 Fiexibie muds Company Tdefforxt Average weight per patty 10.7 grams. Polyfeam Product, inc. Average weight per patty 8 grams. NOA No.: 02-1115.03 Expiration Date: 12/16/07 Approval Dal 12/12/02 Page 4 of 7 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 See 43.9 5 Tile -Tito Roof Tile Mortar. Monier Lifetile Saxony (Shake, Sate and Split Shake) Tile 3 Large paddy placement of 45 grams of PolyProTm. 4 Medium , : d . ' Iacement of 24 s rams of Po oT"'. 5. LABELING Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance 118.9" " 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 ". •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PolyProT'" Po ProTM Or BORAL- LIFETILE MONIERLIFET1LE LLC, SAXONY TILE (LAKE WALES FL) LOCATED UNDERNEATH TILE 40.4 •• • • ••• ••• ••• • • • • • • • • • NOA • No.: 07 0710.05 • • • •• • • •• • • • • • • Expiration Date: 12116/12 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. MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SLATE MODEL) .. •. • • • • • • .. • • • • • • • • • •• ••• • • • • • •• •• • • • ••• ••• • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • • • •• • • • • •• • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• •• • • • • •• • •• ••• • • • • • ••• • • PROFILE DRAWINGS WATERLOCK NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 7 of 8 4g 1 0 g i i 3 ot z 1 ts, 1 • U O a El t o g U • c g. • .• • •• • rA 41 • • • . • •••• • •• • • • P • g . ••••. . . ' • • , g •••• 1 •• •• • • • • • •• • . 0 • • • . .. % . • •••• . • • • •••• • • • •• • • •• . • • •• • • • MIAMI•DAIM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION 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, TUB 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. INSPECTIO1WA:co,3 l.'o$ this nn r ,NOA shall be provided to the user by the manufacturer or its distributors and sha • (1 4atevailnbTe.for'Aspection at the job site at the request of the Building Official. •• ••• •• . • • • •• This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throu: 6. The submitted documentation was reviewed .. documentation, .•. by Jorge 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.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: .Product Polystick P underlayment Polystick Basik underlayment Polystick IR/1RX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment .. • • • .. • • • • •• • • •.•. • • Test Dimensions Specification Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'3 60 mils thick Roll: 65'8" x 3'3 80 mils thick Roll: 32' 10" x 3'3- 100 mils thick Roll: 65'S" x 3'3 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3- ... 80 mil thick .. •••..••• • • • • • •• ... .• • • • .. • ••• ... ..• • • • • • • • • • • • •• • • • • • •. • • •• •. • • • • • .•• • • • • • • • • . • • • • • • • • • • • • • • • • .. •• • • • .. •• ... • • • •.• • • Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen 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, bituininous 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 waterproofing 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 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 , ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA - 005 -02 -01 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 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-x/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 Prodaot Control Notice of Accelyance. • . . . . . . . . 8. All protrusions b o$ dtalissl' 11'ge initially taped with a 6" piece of underlayment. The flashing tape shall be preosea.n p and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. .. • • ... ... ... • .. .. • • • .. .. • .. • • • .. • .. • • .. • • .. .. • • • .... • • • . • • • . . • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. 000 • • • 000 • • NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/1RX 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 IRJIRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct- to-deck) tile assemblies shall be as described below: The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 0 0. 0 N N '0 • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • •• • • • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • .• • • • • • •• • ••• • • • ••• • 6 Roofing Tiles (6 Max. Per Stack) 12 NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL LIIVI TATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, 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 Flashifl Cel$eist, !best $c CGst)0 MB Flashing Cement, Mule -Hide 241 Premium Modified Flasluag Content`, ll✓Ii41eel13de; 211 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod erowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A iffirxiglIvn oftrtiles r stack are lowed when loading tile on the underlayments. Refer to the Pahla$s Tile f4ding G jid ?fines; . • . . •. .. •. • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • .• • •• • • • • • • • . ••• • • • • • • • . NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA' s, must be used on all projects for pitch/slopes of 7 "712" or greater. It is suggested that on pitch/slopes in excess of 6 %"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-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 -Hide 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 Roofmg Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. •••..•• • .• •• • • •• • ••••••••• • •• ••a •• • • • •• •• • • ••• ••• ••• • • • • • • • • •• • • • • a • • •• • • • • • • • • • • •• • • •• • a •• • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • END OF THIS ACCEPTANCE NOA No.: 07.1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 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® AR160 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 J; rge L. Acebo. •• •.• • • • • • • • • •• • • • • • • •• ••• •• • • • •• • •• • • • • • • • • • • •.• •• • . •• • • • • • • • • • • • • •• • • • • • •• • • •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •. •• 000 • • • 000 • • 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 Table SA: Attachment Resistance Expressed as a Moment - M, (ft-lbf) for Single Patty Adhesive Set Systems le Tile Application Ti Profile One Pig 'S' The Polyfoem PolyProm"" Polyfoein na 4 Paddy of Pro 5 Mom paddy Placement of 24grams of PolyProM. Minimum Attachment Resistance 1.5° 38.7' Table S8: Attachment Resbbnce Expressed as a Moment - Mir (fit -ibf) for Mortar Set Systems The Tile Profile Application One Piece 'S' Tile Mortar Set' Attachment Resistance 24.50 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami County Pmt Control Approved °. 6. BUILDING .PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 61.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS ONE PIECE'S' CLAY ROOF TILE NOA No.: 02-111103 Expiration Data 12/16/07 Approval Dam 12/12/02 Page 5 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® AH 160 N/A TAS 101 Foampro® RTF 1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content •.• • • • • • •• • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• •• • • • • • • • •• • • • • • Roofing Roof tile adhesive Polyurethane N/A 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. •• • •• •• • • • •• • •• ••• • • • • • • • •• • • •. • • • • • • • • • • • • • • • • • • 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 lbsifi. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined itp AceeeD 4.ST1N1 ttst;nitnods and are subject to normal manufacturing variation. • • ••••••• • • • NOA No.: 06-0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency 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 - 0621[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. T esting Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof 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. ..... !.. • • • ..... • • W • • •• • ••• •• • F•:: .. MS • • • • ▪ • • . . • . • • • • • • • • • .. • • • .. • • ... • • • • . • • • • • • • • • • • • • . .. • • • • • • • • • • • • • • •. . . • • • . . 0 .• • • • 0 .. • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 same 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) N/A Flat, Low, High Profiles #1 35 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 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® A}1160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As require 'by je fliuldin$ O fiiiaa or applicable building code in order to properly evaluate the installation of thip syslen=. ; ; • ; • • • • •• •• • • • •• • • • • ... ... . .. • • • • • • • • • • • • • • •• • • • • • • • •• • • • .. • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 .. • • • • • .. • • • • • • • •• ••• •• • • • •• • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • •. • . • • • ••• • • • • • • • • • •• • ••• • • •••• • • • • ••• • • • • • • • • • • • • •• •. • ••• • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 • • •• • • • • • •• • • • • • • • • • •. ••• •• • • • •• • • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 Nail through plastic cement Single paddy on rmderlayment SIN* PaddY on top of tile •• .•. • • • • • •• ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY in. x3in. 4 in Ease Course Sirlfda Ply between tile Eave Claure 21n. x 7In. medium Fulda eke paddy eave course only • • • • .: • . :. •• X OF THIS ACCEPTANCE • • ••• ••• ••• • • • • • • • • • • • • • • • •• • • • • • • •• • • •• •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. 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. MI other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsfsq., 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 ps• 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 Roofmg 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 speciicaly referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, 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 pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not he applicable.) 10 All pros t% tej1 Iterejn sjlalj ham a quality assurance audit in accordance with the Florida Building Code s3 d Ru149M2bah§ lllofida.Administrative Code. ktAillbF THIS ACCEPTANCE • • • • • • • • • • • • • • •• ••• •• • •• • • ••• ••• ••• • •• • • • • • • •• • •• • • • • • • • • • • '• • • •• • • • • •• • • •• • • • ITu Tbf'�'7 APPROVED ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 001 • • NOA No.: 07- 1217.08 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 39 of 39 CLIENT: INFINITY ROOFING PROJECT NAME: BARRY UNIVERSITY - LAVOIE HALL PROJECT ADDRESS: 11300 NE 2nd AVENUE MIAMI SHORES, FL PROJECT DATA HEIGHT: z := 27 FT NOMINAL WIDTH: W := 39 FT BLDG. CLASS. CATEGORY: 3 IMPORTANCE FACTOR: I := 1.15 REGION: HVHZ WIND VELOCITY: V := 146 MPH EXPOSURE: C TOPO. FACTOR: H / Lh < 0.05 USE Kzt:= 1.0 DIRECTIONAL FACTOR: Kd := 0.85 DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2007 RAS No. 111 WIND DESIGN perASCE 7 -05 Method 2: Analytical Procedure DESIGN SCOPE: GUTTER ATTACHMENT EDGE ZONE MULTIPLIER: Trial Calculations: z 0.40 = 10.8 W.0.10 = 3.9 Use Multiplier a := 3.9 FT PROJECT DATA based on information provided by Client. ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC A ACRC TESTING & ENGINEERING SERVICES MIAMI DARE TEST LAB 1108 - 070913 FL. CERT. OF AUTH. #9036 1839 NW 29th Street •F ort Lauderdale, Florida 33311 L954) 742 -9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & ATTACHMENT DESIGN CALCULATE VELOCITY PRESSURE qz := 0.00256•Kz•Kzt Kd V qz = 51.245 PSF GUTTER Kz = 2.01 900 Kz =0.961 ROOF EDGE DESIGN PRESSURE: ( Reference PA 111 ) P:= gz•Cp PERIMETER UP P2U := qz• -2.0 OUT P20:= qz-1.6 CORNER UP P3U := qz-3 .0 P30 := qz-2.0 67-.)66r EXPOSURE C PRESSURE COEFFICIENT 2 P2U = — 102.49 PSF P20 = — 81.992 P3U = — 153.735 P30 = — 102.49 Page 1 of 3 DATE: 03/01/10 ACRC #: 10- 0017rev — ) 9.5 COMPONENTS & CLADDING: EXTERNAL COEFFICIENT: GCp From Figure 6 -11 B INTERNAL COEFFICIENT: GCpi From Figure 6 -5 COMPONENT INFORMATION GUTTER MATERIAL: .032 ALUMINUM SIZE VERTICAL FACE: 6 " HORIZ. WIDTH: 6 " CROSS SECTION AREA: CA := 36 SQ.IN. ANCHORED TO : WOODBLOCK (from top and side) AND WOODEN JOIST END ANCHORED BY: (1) TOP BRACKET ( 2 ) GUTTER FLANGE (3) BOTTOM HOLD DOWN BRACKET (4) GUTTER TO BRACKETS (2) GUTTER FLANGE WITHDRAWAL RESISTANCE ( SAFETY FACTOR 2 : 1 ), 280 12 GA S.S. ANN. R.S. NAIL FROM WOODBLOCK: FV2 . 2 LBF SHEAR DESIGN VALUE FOR GRAVITY LOAD CHECK, ( SAFETY FACTOR 2 : 1 ), (3) • ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC . TESTING & ENGINEERING SERVICES A MIAMI DADE TEST LAB #08 -0709.13 FL. CERT. OFAUTH. #9036 ACRC 1839 NW 29th Street • Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone ■ (954) 742 -9513 Fax ROOF WIND PRESSURE & ATTACHMENT DESIGN GUTTER (1) TOP BRACKET: MATL.: Min .040 ALUMINUM 1" WIDE ANCHORED TO: WOODBLOCK FASTENER: # 10 x 1 -5/8" S.S. SCREW BOTTOM BRACKET WITHDRAWAL RESISTANCE ( SAFETY FACTOR 2 : 1 ), 725 #12 Olympic S.S. FROM WOOD JOIST END: FV3 .= 2 LBF (min 2" embedment) SHEAR DESIGN VALUE FOR GRAVITY LOAD CHECK, ( SAFETY FACTOR 2 : 1 ), TRIAL UPLIFT CALCULATIONS FOR FASTENER SPACING J FBC Sec 1619.1 ) : ( 2) GUTTER FLANGE: MAIL: .032 ALUMINUM ANCHORED TO: WOODBLOCK FASTENER: 12 GA x 1 -1/4" S.S. ANNULAR RING SHANK NAILS (3) BOTTOM BRACKET MATL.: .032 ALUMINUM 1 -1/2" WIDE ANCHORED TO: Wooden Joist Ends FASTENER: #12 Olympic Stainless Steel Roofing Fastener (min 2" embedment into wooden joists) ( 4 ) GUTTER TO BRACKETS: FASTENER: S.S. SELF TAPPING SCREW DETERMINE FASTENER VALUE: ( FORMULAS FROM PA 111 ) (1) TOP BRACKET WITHDRAWAL RESISTANCE ( SAFETY FACTOR 2 : 1 ), 475 #10 x 1 -5/8" S.S. SCREW FROM WOODBLOCK: FV1 := — LBF 2 SHEAR DESIGN VALUE FOR GRAVITY LOAD CHECK, ( SAFETY FACTOR 2 : 1 ), (1) SVJ := 160 LBF (2) SV2 = 130 LBF (3) SV3 := 130 LBF Page 2 of 3 DATE: 03/01 /10 ACRC #: 10- 0017rev USE 1 FT. WIDE STRIP FOR WIND DESIGN, P(PLF)= P(PLF) FS := (- J 1 12 Spacings limited by RAS 111 TOP BRACKET: TOP BRACKET: GUTTER FLANGE: pull -out shear pullout TBPO2 = ( P- ) O 12 TBS2 := (P2U) 12 GFPO2 :– (H-12 TBPO2 = – 34.759 TBS2 = – 18.733 GFPO2 = – 16392 SV1 FV2 FV1 TBPO3:= (P30) 12 TBS3:= ( 12 GFPO3:– (P ). TBPO3 = – 27.808 TBS3 = – 12.489 GFPO3 = – 10.928 ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES MIAMI_DADE TEST LAB #08 -070913 FL. CERT. OF AUTIL #9036 ACRC 1839 NW 29th Street *Fort Lauderdale, Florida 33311 (954) 742-9515 Phone • (954) 742 -9513 Fax ROOF WIND PRESSURE & ATTACHMENT DESIGN Page 3 of 3 CA LW := C \10 -- 1 62.41 + 10.2 LW = 176 LB NUMBER OF FASTENERS (NF ) (F) TOP BRACKET MAX. SPACE SHEAR CAPACITY: SC:= (NF-S1/1) + (NB•SV3) SC = 1283.3 LB » LW = 176 O.K. GUTTER CHECK GRAVITY LOAD WITH FULL WATER ( RAS 111, Sec 12.1 ) : ( ANALYZE A 10 FT SECTION ) LOAD WITH WATER: LW := WtWater + DeadLoad MFS := 18 IN (B) BOTTOM BRACKET MAX. SPACE MBS := 72 IN 10.12 NF := MFS 10.12 MBS ATTACH AS FOLLOWS: ( REFER TO COMPONENT INFORMATION & ATTACHMENT G ) TOP BRACKET: PERIMETER: 18 INCHES O.C. # 10 x 1 -5/8" S.S. SCREW CORNER: 12 INCHES O.C. • Existing wood joist ends are located 18" o.c. Fasten bottom hold -down bracket into every fourth joist end. LENGTH OF CORNER ZONE MEASURED FROM EACH CORNER a = 3.9 FT The Roof Code Provisions in Chapter 15, & RAS 111 of the Florida Building Code 2007 Apply To This Work. _ PREPARED BY: REVIEWED BY: R. MONTAG DONALD FL NF = 6.667 NB = 1.667 DATE: 03/01/10 ACRC #: 10- 0017rev GUTTER FLANGE: PERIMETER AND CORNER: 4 INCHES O.C. (staggered) #12 as x 1 -1/4" S.S. ANNULAR RING SHANK NAIL BOTTOM BRACKET: PERIMETER AND CORNER: 6 FEET * (nix) O.C. #12 Olvmpic S.S. SCREW (min 2" embedment Into wood joist end) CLIP DETAILS AILS CLIP NOA No.: 02- 1115.03 .patios Date: 12/16/07 Approval Date: 12/12/02 Page 6 of 7 Existing 2x Woodblocking Engineered by others ATLANTIC & CARIBBEAN ROOF CONSULTING, LLC TESTING & ENGINEERING SERVICES A MIAMI DADE TEST LAB #08 -070913 FL. CERT. OF AUTH. #9036 ACRC Gutter Flange Attached with 12 ga x 1 -1/4" S.S. Annular Ring Shank Nails 4" o.c. (staggered) 1839 NW 29th Street •Fort Lauderdale, Florida 33311 (954) 742 -9515 Phone • (954) 742 -9513 Fax EIFS #10 x 1 -5/8" S.S. Screw into Woodblock / 18" o.c. Perimeter 12" o.c. Corner 1" Top Bracket Min .040 Aluminum .032 Aluminum Gutter 6" 6" .032 Aluminum Bottom Hold Down Bracket #12 Olympic S.S. Fasteners 6' o.c. (min 2" penetration into wooden joist ends) BARRY UNIVERSITY LAVOIE HALL ATTACHMENT "G" GUTTER DETAIL ATTACHMENT DATE: 03/01/10 ACRC #: 10- 0017rev S.S. Self- Tapping Screw * Existing wood joist ends are located 18" o.c. Fasten bottom hold -down bracket into every fourth joist end. Infmity Roofmg Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: Permit # RF -12 -09 -2064 Wood Joist Structural Condition Evaluation & Woodblock Securement Barry University LaVoie Hall 11300 NE 2" Avenue Miami Shores, Fl. This report is in reference to the previously repaired 2" x 8" wood structural joists for the above referenced LaVoie Hall located at Barry University in Miami Shores, Florida. The existing roof consists of a hip -type sloped- structure 56' in width and 142' in length, with the existing joists spaced at 16" on center. The mean hip roof height is 31 feet and the slope is 3/12. Flat roof sections extend on the west and east center side sections of this roof. The support spacing in these areas is 18" o.c. Numerous wood joists throughout the roof area have been enhanced using 2 x 6 wood scabs. ACRC visited the vault site Thursday, January 11, 2010 to view 2 exposed repair sections. The ACRC visual assessment has determined that the majority of the existing joists are structurally sound. These joists were strengthened using 2" x 6" wood scabs, attached with ring shank nails staggered at 4.0" on center. The scabs were "sistered" along one side of each of the damaged joists, extending 2.0 feet past the defective area on both ends. The attached scabs were set adjacent to the top of the existing joists, which were slightly deteriorated by moisture along the top edges. A 2 x 6 woodblock was also installed along the flat edge line along the west side. The existing joists in this area are spaced at 18" on center. Two (2) ring shank nails were used to attach the woodblock to the existing joists. Due to the maximum spacing of the nails; a #14 Olympic HD fastener was also added to further secure the woodblock on the joists. Based upon our inspection, it is our opinion that the repaired joists are acceptable, as only the top edges were deteriorated, and subsequently reinforced. The 4.0" staggered spacing of the ring shank nails will provide adequate attachments. The installed woodblocking is secured with two (2) ring shank nails as per the permit documents. The additional #14 HD screw is acceptable and is expected to provide sufficient resistance to wind uplift pressures in accordance with the 2007 Florida Building Code. ACRC will continue to provide consulting services upon request. If further assistance is required, or questions arise concerning this report, please do not hesitate to contact this office. t ..t Do u a l d J. Fl. • • P.E. Florida Registration #44847 cc: file Attachments: Photographs Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF AUTIL #9036 January 12, 2010 ACRC #10-0017 1 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmause@roofconsultant.net roofconsultant.net • dflood(roofconsultant.net ACRC Infinity Roofing Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: ACRC #10-0017 Wood Joist Structural Condition Evaluation Barry University LaVoie Hall 11300 NE 2 Avenue Miami Shores, Fl. Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF ACTH. #9036 January 12, 2010 LAVOIE HALL 2 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmause(aroofconsultant.net • dflood(c'roofconsultant.net ACRC Infinity Roofing Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: ACRC #10-0017 Wood Joist Structural Condition Evaluation Barry University t LaVoie Hall 11300 NE r Avenue Miami Shores, Fl. Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF ACTH. #9036 EXISTING WOOD SUPPORTS: 16" O.C. REPLACED WOOD DECKING 3 January 12, 2010 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmdu • dflood( roofconsultant.net ACRC Infinity Roofing Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: ACRC #10-0017 Wood Joist Structural Condition Evaluation Barry University LaVoie Hall 11300 NE 2 Avenue Miami Shores, Fl. Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF AUTH. #9036 January 12, 2010 ATTACHED WOOD SCAB: NAILS STAGGERED (&,, 4" O.C. 4 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmause @roofconsultant.net • dflood @roofconsultant.net AC RC Infinity Roofing Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: ACRC #10-0017 Wood Joist Structural Condition Evaluation Barry University LaVoie Hall 11300 NE 2 Avenue Miami Shores, Fl. Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF AUTH. #9036 WOODBLOCK: 18" O.C.: NAILS STAGGERED AT 4.0" O.C. #14 HD SCREW INTO SUPPORTS SPACED AT 18.0" O.C. 5 January 12, 2010 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E - mail: esmause @roofconsultant.net • dflood @roofconsultant.net AC RC Infinity Roofing Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: ACRC #10-0017 Wood Joist Structural Condition Evaluation Barry University LaVoie Hall 11300 NE 2n Avenue Miami Shores, Fl. Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF AUTH. #9036 January 12, 2010 6 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmause (droofconsultant.net • dflood(c�roofconsultant.net AC RC SECURED SCAB SISTERED IN PLACE: NAILS STAGGERED AT 4.0" O.C. Infinity Roofing Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: Permit # RF -12-09 -2064 Existing Soffit Condition and Repair Barry University LaVoie Hall 11300 NE 2 Avenue Miami Shores, FL This report is in reference to the existing soffit for the flat roof area over the above referenced LaVoie Hall located at Barry University in Miami Shores, Florida. The soffit consists of metal lathing attached onto the existing truss end tails, with a stucco facing. The existing joists are spaced at 18" on center. The eave height is 27 feet and the soffit is blended into a decorative foam fascia that extends upward to the roof eave. The entire north side of the building's roof perimeter line is to have the soffit replaced. The soffit remaining on the three sides along the flat roof perimeter are to be left in place. ACRC visited the site Thursday, January 11, 2010 to view the missing and remaining soffit sections along the flat roof perimeter. The ACRC visual assessment determined that the majority of the existing soffit and fascia foam construction along the south, east and west perimeter lines appear to be in stable condition. No cracking and/or separation of the remaining soffit and fascia (EFIS) sections were evident. To effect repairs along the north eave line, any existing remnants of the old soffit and fascia must be removed. "Expanded Rib" metal lathing must then be installed using 1 ", 4 -gauge staples (or approved equivalent) into the existing joist ends. Space the staples at 4.0" on center extending along the width of the metal lath up the joist end face. The lath sidelaps must be a minimum of 2.0" between the supports using 18 -gauge tie wire. Use 4.0" laps at outside comers, if applicable. Upon completion of the lath installation, stucco must be installed to the bottom and face of each truss in 3 separate coats (scratch coat, brown coat and fir; ; coat) with the initial 2 coats tyned. The decorative foam can then be formed and installed to match the existing fascia and decoy ,.. - molding can be finished along the soffit to duplicate the remaining soffit pattern. Apply a' /4" bead of sealant along the moldir,; soffit interface. New vents must then be installed into the soffit to replicate the existing type. Based upon our inspection, it is our opinion that the existing soffit sections that remain appear to be acceptable, as no a r. . deterioration was observed. Future repairs may be required if defects become visible in those sections. ACRC will continue to prgvide consulting services upon request. If further assistance is required, or questions arise concerning this report, please do not hesitate to contact this office. Respectfully Submitted, Donald J. Flood, P.E. Florida Registration #44847 cc: file Attachments: 1) Metal Lath Data Sheet 2) Photographs Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF AUTO. #9036 1 February 2, 2010 ACRC #10 -0017 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmause @roofconsultant.net • dflood n,roofconsultant.net AC RC Figure 7-4.-Types of metal lath. DIAMOND MESH. — The terms "diamond mesh° and "expanded metal" refer to the same type of lath (fig. 7- 4). It is manufactured by first cutting staggered slits in a sheet and then expanding or stretching the sheet to form the screen openings. The standard diamond mesh lath has a mesh size of 5/16 by 9/16 inch. Lath is made in sheets of 27 by 96 inches and is packed 10 sheets to a bundle (20 square yards). Diamond mesh lath is also made in a large mesh. This is used for stucco work, concrete reinforcement, and support for rock wool and similar insulating materials. Sheet sizes are the same as for the small mesh. The small diamond mesh lath is also made into a self- furring lath by forming dimples into the surface that hold the lath approximately 1/4 inch away from the wall surface. This lath may be nailed to smooth concrete or masonry surfaces. It is widely used when replastering old walls and ceilings when the removal of the old plaster is not desired. Another lath form is paper - backed where the lath has a waterproof or craft paper glued to the back of the sheet The paper acts as a moisture barrier and plaster saver. EXPANDED RIB.— Expanded rib lath (fig. 7-4) is like diamond mesh lath except that various size ribs are formed in the lath to stiffen it. Ribs run lengthwise of the lath and are made for plastering use in 1/8-, 3/8-, and 3/4 -inch rib height The sheet sizes are 27 to 96 inches in width, and 5 -,10 -, and 12 -foot Jengths for the 3/4- inch rib lath. WIRE MESH.— Woven wire lath (fig. 7-4) is made of galvanized wire of various gauges woven or twisted together to form either squares or hexagons. It is commonly used as a stucco mesh where it is placed over tar paper on open -stud construction or over various sheathing. INSTALLATION Let's now look at the basic installation procedures for plaster bases and accessories. Gypsum Lath Gypsum lath is applied horizontally with staggered end joints, as shown in figure 7 -5. Vertical end joints should be made over the center of studs or joists. Lath joints over openings should not occur at the jamb line. Do not force the boards tightly together, let them butt loose' y so the board is not under compression before the plaster is applied. Use small pieces only where necessary. The most common method of attaching the boards has been the lath nail. More recently, though, staples have gained wider use (due mainly to the ready availability of power guns). Infmity Roofmg Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: Permit # RF -12 -09 -2064 Existing Soffit Condition and Repair Barry University LaVoie Hall 11300 NE 2 Avenue Miami Shores, Fl. Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF AUTIL #9036 LAVOIE HALL February 2, 2010 ACRC #10-0017 2 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmause@roofconsultant.net • dtloodjroofconsultant.net ACRC CLIP DETAILS (CON'T) END OF THIS ACCEPTANCE NOA No.: 02- 1115.03 Expiration Dale 12/16107 Approval Data 12/12/02 Page 7 of 7 Infinity Roofing Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: Permit # RF -12 -09 -2064 Existing Soffit Condition and Repair Barry University LaVoie Hall 11300 NE 2 Avenue Miami Shores, Fl. Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF AUTH. #9036 February 2, 2010 ACRC #10-0017 AC RC EXISTING WOOD SUPPORT ENDS: 18" O.C. MISSING SOFFIT 3 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmause @roofconsultant.net • dflood((4roofconsuitant.net Infinity Roofing Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: Permit # RF -12 -09 -2064 Existing Soffit Condition and Repair Barry University LaVoie Hall 11300 NE 2 Avenue Miami Shores, Fl. Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY 08- 0709.13 FL. CERT. OF AUTH. #9036 DAMAGED SOFFIT SECTION 4 February 2, 2010 ACRC #10 -0017 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmause @roofconsultant.net • dtlooduroofconsultant.net ACRC Infinity Roofing Inc. 1150 SW 10 Avenue Suite 201W Pompano Beach, Fl. 33069 Attn: Javier Martinez Re: Permit # RF -12 -09 -2064 Existing Soffit Condition and Repair Barry University LaVoie Hall 11300 NE 2 Avenue Miami Shores, Fl. Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES ACRC DADE TEST LABORATORY 08-0709.13 FL. CERT. OF AUTH. #9036 February 2, 2010 ACRC #10-0017 CLOSE -UP: DAMAGED SOFFIT SECTION LATH ATTACHMENT TO SUPPORT 5 1839 NW 29 Street • Oakland Park, Florida 33311 • (954) 742 -9515 Phone • (954) 742 -9513 Fax E -mail: esmause(tiroofconsultant.net • dflood @rookonsultant.net Project Address Owner Information BARRY UNIVERSITY INC Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 11300 2 Avenue Miami Shores, FL 33138 -0000 1121360000050 Block: Lot: BARRY UNIVERSITY INC Address Parcel Number 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone INFINITY ROOFING AND SHEET META (954)917 -7107 211 Cis Cc3 tf?1?: Tit+ 71t St at ED Expiration: 06/19/2010 Phone Type of Work: Re Roof Additional Info: TILE AND FLAT Classification: Commercial Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Submittal Reversal Fee Technology Fee Total: Amount $52.20 $17.40 $500.00 $12.00 $0.00 $69.60 $651.20 Invoice # Total Amt Paid Amt Due RF -12 -09 -36658 $ 651.20 $ 601.20 $ 50. RF -12 -09 -36658 $ 651.20 $ 651.20 $ 0.00 Check #: 2818 Applicant In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy December 22, 2009 December 22, 2009 Date Cell For Inspections please call: (305)762 .4949 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet 1