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RF-11-8TILE RE -ROOF ON ADRIAN HALL BUILDING Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 154596. Not Ready NB e(.. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: April 20, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Adrian Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CERTIFIED ROOFING SPECIALIST INC April 21, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP - 157473 Permit Number: RF- 1 -11 -8 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360010160 -07 Phone: (954)781 -7663 Page 1 of 1 April 4, 2011 Certified Roofing 3440 NW 25 Ave Pompano Beach, FL 33069 C A IR. L A B INC, I I I � IIIi �IIi�'" RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 11300 NW 2 Ave (Adrian Building) Miami Shores, FL Permit#: Not Provided Date inspected: April 1, 2011 Date completed: March 21, 2011 Roofing Contractor: Certified Roofing Carlab, Inc Project # 11 -7067 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 18,000 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of tile used for this project was reported to be Monier 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 and one test for every 200 square feet of roof tile in the field area were performed. Walking on the roof surface or any other type of disturbance may loosen the tiles and alter the results of this test. "Based on our test results; we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully mined, ,07,4 Sergio Labiste, PE 61733 • 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *MX: 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 11300 NW 2 Ave (AdrianBuilding) Miami Shores, FL Project#: 11 -7067 8730 $W 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 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 154 35 Pass 155 35 Pass 156 35 Pass 157 35 Pass 158 35 Pass 159 35 Pass 160 35 Pass 161 35 Pass 162 35 Pass 163 35 Pass 164 35 Pass 165 35 Pass 166 35 Pass 167 35 Pass 168 35 Pass 169 35 Pass 170 35 Pass 171 35 Pass 172 35 Pass 173 35 Pass 174 35 Pass 175 35 Pass 176 35 Pass 177 35 Pass 178 35 Pass 179 35 Pass 180 35 Pass 181 35 Pass 182 35 Pass 183 35 Pass 184 35 Pass 185 35 Pass 186 35 Pass 187 35 Pass 188 35 Pass 189 35 Pass 190 35 Pass 191 35 Pass 192 35 Pass 193 35 Pass 194 35 Pass 195 35 Pass 196 35 Pass 197 35 Pass 198 35 Pass Test Test load (lbf) Test Status 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 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 304 35 Pass 305 35 Pass 306 35 Pass 307 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 N " z Z 45 ill 6 N • _ LEGEND • + t + + + + + - - t t + + + + + _ + + asz + FIELD TEST - PERIMETER TEST o CORNER TEST + + 1 1 1 1 I I I I I I + + - _ + + + + CH - + + - + + - + + 8 + I 1 •. + + oti • - - . + + + + + + + t + + + + + + + + + + + + + + es 1 I - + ,- + + + + + + + + + + + + t + + • 1 I 1 -. x x LL L L L L + _•, + + - X X X L I 1 1 I I 1 I I I I 0 0..• L L 1 L L L + + + + + + X + X 296 1 C A R L A 313, I N C. ENGINEER AND PLANNERS IIII CERTIFICATE OF AU114ORIZATION 6419 8737 &W. 26 ST, MIAMI, FL 33165 TEL 304 291792: FAX. 305 27.6.0438 APPROX. ROOF TEST LOCATIONS AND DIMENSI ❑NS RE: Permit # f ° t° d V° PS IA,Gc_t_V (Print name and circle License Type) License #: c L CD On or about 0 VI / t t7,°. c? (Date & time) Secondary water barrier work at LI t ° , 0o OE, Qty State of Florida County of Dade: Notary Public, Sate of Florida at Large Revised on 5/21/2009 M iami Shores Village Building Department INSPECTION AFFIDAVIT licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: OM , I did personally inspect the roof deck nailing and (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of AORICEI.ILA P.S.S• ON # DD857544 F.< ]d,?ES February 03.2013 Ftex tralarySemitz.com `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection fr iAuil — 1.-vI i I t4111 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): C G 1_ Phone #: Address: t 7500 O- Cit %\ mod\!\ \ ST\ 2,7, 3 State: \ Zip:. a C® Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes CONTRACTOR: Company Name: City: Address:. O a Type of Work: Address ❑Alteration Description of Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. F? I 1 8 Master Permit No. County: ( ,( COOS New Miami Dade hone #:Q — 1 ``1(4.0S 2003 , T' State: Qualifier Name: ,Val t_.- C C. State Certification or Registration #: `-'1 Contact Phone #. J, � �t Email Address: DESIGNER: Architect/Engineer: NO Flood Zone: Z i p : Phone #:G -- 1 1C ��""� . '1 ` Certificate of Competency #: Phone #: Value of Work for this Permit: $ t'a( S( C) Square/Linear Footage of Work: ‘ \ EirRepair/Replace JAN 04,2010 ems. ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: jk . 0 — ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F ****** , ,u,r*****, ***** ***** ***************** ' Submittal Fee $ ( - ) ° 0 Permit Fee $ 760 0 `, Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ CCF $ CO /CC $ DBPR $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of c- mencem nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue the a nqe of such posted notice, the inspection will not be appd and a reinspection fee will be charged Signature NOTARY PUBLIC: Sign: Print: My Commission Expires: 6l ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09Xrev6/4/10) Signa Owner or Agent II__ The foregoing instrument was acknowledged before me this 10D The forego day of ,C , , 20 (0 , by Ma bb oiA2OS day of who is personally known me or who has produced who is p As identification and who did take an oath. 'VFW _____ Plans Examiner Structural Review * * * * * * * * * * * * ** entw• / 4 20 / by NOTAR7 PUBLIC: Sign. Print: My Com ctor jRdged before me this f C: to me or who has produced as identification and who did take an oath. V RI M. I,:AURICELLA •: MY COMMIS: :,CAki 4 DD857544 Q , EXPIRES February 03, 2013 FlortdallotaryService.com Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO NO.4 t 2∎ 5c,crcoOi` 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. Space above reserved for use of recording office 1. Legal description of property and street/address: \ 13000 of L �Q P,•U� . i C Yin. t Sri S , cL. 2. Description of improvement 'T 3. Owner(s) name and address: Interest in property: ( Name and address of fee simple titleholder 4. Contractor's nam , address and phon ! • s 8. In addition to himself, Owners designates the following per 713.13(1)(b), Florida Statutes. By Name, address and phone number 9. Expiration date of this Notice of Commencement: , ' , Mi i►_la rAillS !. i 'WM KRAWNS (. ontractor, if any) 5. Surety: (Payment bond required by owner from Name, address and phone number. Amount of bond $ 6. Lender's name and address: STAT 7. Persons within the State of Florida designated by Owner Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number 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 Ol- ` MMENCEMENT. Signatures) of Owner(s) o - ys Authorized Officer/Director/Partner/Manag= 1 1%1' _o CC.) Prepared By 1364C6 1364C6 r Prepared By .�, .t iG�/ / " 1"-g" Print Name AC6 11!' Iii � Print Name AM Trtle/Office V1 CL' pool or Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this Ib day of • ZO 1 b By 21M C.5 G e t LJ Individually, or 'as_ (VP • for Personally known, or Li produced the following type of identificati Signature of Notary Public: Print Name: (SEAL) FF 11,' k P R UA' Jl • S C l ! 92 , 25 • . D Under penalties of perjury, I declare that I have read the foregoin that the facts stated in it are true, to the best of my knowledge Signature(s) of Own By 123.01 -S2 PAGE 3 21!10 ner(s)'s Authorized Officer/Director/Partner /Manager who signed above: 1111111 1 1111 11111 Hill 11111 1111111111 11111111 :FN 2n 1 1 RO e04372 DR Bk 27.51 Ps 0354; 0130 RECORDED 01/1)4/2011 10:29:56 HARVEY RUVINP CLERK OF COURT IIIAIII -DACE COUNTY' FLORIDA LAST PAGE By ❑ Strip and Removal I♦ Glove Bag ❑ Bulldozer ❑ Wrecking Ball ❑ Wet Method ❑ Dry Method ❑ Explode ❑ Bum Down OTHER: TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? I5 IT A PLANNED RENOVATION OPERATION? I. Facility Name BARRY UNIVERSITY - ADRIAN HALL BUILDING Address 11300 NORTH 2ND AVE City MIAMI SHORES Address 3440 NW 25TH AVE City, POMPANO BEACH Is the contractor exempt from Iicensure under section 469.002(4), F.S.? Procedures to be Used (Check All That Apply): (Print Name (Signs f EONLY 161_01 - 158 10110 Postmark/Date Received Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS RENOVATION ❑ REVISED ❑ RENOVATION ❑ YES ❑ YES Z YES Site Consultant Inspecting Site Building Size 19800 (Square Feet) # of Floors 2 Building Age in Years 30 Prior Use: IZI School/College/University ❑ Residence ❑ Small Business Other Present Use: m SchooVCollege/University ❑ Residence ❑ Small Business Other 11. Facility Owner BARRY UNIVERSITY Phone Address 11300 NORTH 2ND AVE City MIAMI SHORES State FL Zi 33161 111. Contractor's Name CERTIFIED ROOFING SPECIALISTS, INC IV. Scheduled Dates: (Notice must he postmarked 10 working days before the project start date) Asbestos Removal (mm/dd/yy) Start: Finish: Demo/Renovation (mm/dd/yy) Start 01/15/11 Finish: 02/15/11 V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. TILE RE -ROOF VI. Procedures for Unexpected RACM: CONTACT ABATEMENT CONTRACTOR VII. Asbestos Waste Transporter: Name N/A Address City State Zip VIII. Waste Disposal Site: Name N/A Address City State Zip ��ryryJp,JJJ9 -CAI D E.R.M• IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and t N/A AIR QUAL i - 10PAiklA c GtOtrA tI DI VISION Amount of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components *Identify and describe surfacing material and other materials as applicable: State FL Zi 33161 County DADS State FL Zi 33069 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 normal business hours. I have read and understood the additional information provided on the back of this form. Owner /Opera r) (Date) ❑ NO ❑ CANCELLATION ROOFING ❑ YES ©NO Phone 954781 -7663 Phone DISTRIBUTION: White -DERM Yellow- Applicant Pink - Reserve Gold- Reserve (Contact phone #) Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 2nd Floor Miami, Florida 33136 ❑ COURTESY NO File # ❑ NO Process # This is to certrty that the requi square feet cementitfi�tg�ISal Regarding asbestos have been square feet resilient flooring submitted in Compliance with square feet asphalt roofing A. able a'tons. IIIIIIIII111111111111111111111111111111111t 11111111 MIIIMIIIIIIIIIIMIIIIIMIIIIM111111111111111111111111•1111111••111111111111111rSOMMIIIIK.1111111V41111 III I Jr! t i 4 AMU 11.1 : e 0, Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Applicadon form Section A (General Information] Contractors Name: Job Address: ROOF CATEGORY 0 Low Slope 0 Mechanically Fastened Tile lialvlortarlAdhesive Set T1e 0 Asphaltic l_3 Metal Panel/Shingles O Wood Shingles/Shakes Shingles 0 Prescriptive BUR -RAS 150 ROOF TYPE [� New Roof Re Roofing [] Recovering 0 Repair G Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) SUBJECT TO COMPLIANCE WmTN ALL FEDERAL STATE AND COUNTY RULES ANO REGULATIONS Section. S (Roof Plant SOME JAN 04201 Permit No. Sketch Roof Plan: Illustrate all I ct�on ,, ra chlii1 rs, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated ssure zones and location of o arapets. ■ -C■r ■- 1 1P11111511111111111111111111111111 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIli .iL�i�]L5111 "21111 ow ■■uttEI1 EULt iliati riii ■■■■■■ li■■■■■■■■ ■■■■■■■■ ■■■■■■■■■■■■■.■■■■■■■■. iui:iiui1 11111�111!�1 UII1I �1111111111111111111111111111 a 1'ii!I U UUU■ 11■■h �NI:■> r■ II!■■■■■■■ ■!!■ ■■!■■!!!!! ■■■■ ■!■� ■ ■■■■■ ■ ■■ 11in111111111111111111111111111111t1 ����1�Ilillllllliilllli111 1111111 181 4111 ra111n1 "_111OI!I11 \ 11i11111111111111111111111111111 Illlllt Revised: 10108/10 228' 269' II 41' > N rn Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof Svsteml NOTE: Items 3 & 4 are not required for shingles with NOA 1. Roof System Manufacturer: ? _ 2. Notice of Acceptance Number: ()` ( >c-- CP-1C C ry . 1 3. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations- Method 1): Pmax1: LI 3 Pmax2: 2 • j Pmax3: l'2 l . P) or M From Sec. E, Method 2 : 4. Maximum Design Pressure (From the NOA Specific System): 5. Method of Tile .Attachment: V . . E w+ PZ6 ( -v .©it "..k°^ Roof Slope: " : 12" Ridge Ventilation? LVIA 1 Mean Roof Height 5 ' Steep Sloped Roof System Description Deck Type: l '518" y -tom ® Typ A .S-- -r-w■ `SG Underlaymen Insulation: Fire Barrier: Fastener Type & Spacing: I�q Adhesive Type: Type Cap Sheet + k -.t VIS F %A�a c ` - th °ice 5 Roof Covering: Type •& Size Drip Edge: 1A, CAS 4AV 1;211 •••11 I G ®tom.• +�.' n - .�.._ Revised: 10108/10 Florida Budding Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mt. if the M, values are greater than or equal to the M values for each area of the roof, then the tile attachment method is acceptable. (P LA 1.3 (P ba .3 X� X?. • 20) (P2: ® x I: (P3: xI: Method 1 "Moment Based Tile Calculations Per RAS 127" Roduct 2. C� 3 Approval m,MfU0.y A pp ro ,„, Pmduct m, wit 1-0 t-4 = - Mg: Cp:ES = llo.t -lfa) -Mg: Co . 5 Via.) - Mg: c � .F) = 2 = Mr3 Ppoduct 1'1. SI Approval M? Mf "(3. Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below : Product Approval Mr M Required Moment Resistance* Mean Roof Height Roof Sbpe 2:12 3:12 4:12 5:12 6:12 7:12 15' 34.4 28.4 26.4 24.4 20' 36.5 34.4 32.2 30.1 28.0 25.9 25' 38.2 38.0 33.8 32.2 30.4 31.6 29.4 27.1 30 39.7 37.4 35.1 32.8 30.5 28.2 40' 422 39.8 37.3 34.9 32.4 30.0 `Must be used in conjunction with a list of Moment Based Tile Systems endorsed by the Broward County Board of Rules and Appeals. For Uplift Based Tile Systems use Method 3. Compare the values for F' with the values for F If the F' values are greater than or equal to the F values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" Product (P1: x I: = x w:= ®_) - W: x cos 9: ®= Fr F' Product xw:= ) - W: xw:= ) - W: x cos .e: x COS 8: = Fr2: Approval F' Product = Fr3: Approval F' Where to Obtain Information Symbol P1 or P2 or P3 H Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance Average Tile Weight Tile Dimensions 0 M r M F W Where To Find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site Product Approval Product Approval Product Approval Cal culated • Product Approval Calculated Product Approval Product Approval 1= length +,v=Mfdth All calculations must be submitted to the Building Official at the time of permit application. Revised 10108110 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). his 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:Polysticl, MTS, IR Xe, TU, TU Pin§ and TU P LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following, statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0929.03 and consists of pages 1 through 6. The submitted documentation was reviewed 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.: 09- 0806.07 Expiration Date: 09 /13/11 Approval Date: 03/31/10 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub - Category: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3 - waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper Manufacturing surface for use as an underlayment for metal Location #2 roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular /sand top surface self - underlayment 65'8" x 3'3- ASTM D 1970 adhering, APP polymer modified, fiberglass 80 mils thick reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Manufacturing Designed as an ice & rain shield and as a flat Location #1 & #2 roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32' 10" x 3'3 ASTM D 1970 polymer modified, fiberglass or polyester 100 mils thick reinforced, bituminous sheet material for use Manufacturing as an underlayment in sloped roof assemblies. Location #1 & #2 Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced, self - adhering, underlayment 65'8" x 3'3 ASTM D 1970 APP polymer modified, fiberglass reinforced (Facer of Membrane 80 mils thick with a high strength polyester fabric, Labeled in Orange bituminous sheet material for use an an or Black Ink) underlayment in sloped roof assemblies. Manufacturing Designed as a metal roofing and roof file Location #1 & #2 underlayment. Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing underlayment 32' 10" x 3'3 -3/8" ASTM D 1970 membrane, glass- fiber /polyester reinforced, Manufacturing 130 mils thick with a granular surface designed for use as a Location #2 tile roof underlayment. MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 2 of 6 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity (ERD PRI Asphalt Technologies Momentum Technologies, Inc. INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" bead lap. (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 - %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 Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI01111 PUSA- 005 -02 -01 PUSA- 018 -02 -01 PUSA- 035 -02 -01 PUSA- 033 -02 -01 PUSA- 055 -02 -02 PUSA - 083 -02 -01 PUSA- 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A TAS TAS TAS TAS TAS TAS Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 3 of 6 Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TU Plus TU P Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation GENERAL LINIITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofmg, roof tile systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal,roofmg. 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. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 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 of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick 1R -Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof the underlayment for (direct-to-deck) tile assemblies shall be as follows: (See Table 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. Polystick MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 10. 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 below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 0 O. 0 N r 6 Roofing Tiles (6 Max Per Stack) 12 NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 11: Refer to prepared roofmg system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg products. Polystick MTS, IR -Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR-Xe, 11J, TU Plus and TU P 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, city and state of manufacturing facility 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 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 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 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, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 5 of 6 S. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 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 "112" 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 roofmg tiles is Forty-Eight (48) Hours. 8. Polystick membranes 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. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 09 -0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 6 of 6 M I A M MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by 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 Tile LABELING: Fact 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 and revises NOA #02- 1205.06 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub- Category: Material: 1. SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC Saxony (Shake, Slate and Split Shake) Tile Trim Pieces Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Roofing Flat Profile Roofmg Tiles Concrete 1 =16I/2" w = 12 -3/8" .6" thick 1= varies w = varies varying thickness Test Specifications 7161 -03 Appendix III 94084 94-060A 25-7183-6 25- 7183 -5 TAS 112 TAS 112 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Product Description 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. 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. 3. LIMITATIONS 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 Nutting Engineering 129 Static Uplift Testing PA 102 (1 Quuilc -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS -112 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miaini -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A' . Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 3 of 8 Table 3: Restoring Moments due to Gravity - M, (ft -ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 " :12" 7 "•12" or greater Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48 Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers - 7l (ft Tile X (ft) X (ft) Profile Batten Application Direct Deck Application Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 0.185 0.200 • 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 NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" . plywood) Battens Monier Lifetile 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 14.0 18.8 7:4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment M1 (ft-ibf) for Two Patty Adhesive Set Systems Tile Profile . Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Adhesive 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 7: Attachment Resistance for Single Patty Expressed as a Moment - Mf (ft -Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile PolyProTM 118.9 PolyProTM 40.4 3 Large paddy placement of 45 grams of PolyProT". 4 Medium paddy placement of 24 grams of PolyProT'". Table 8: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Mortar Set 43.9 5 Tile -Tite Roof The Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement. "Miami -Dade County Product Control Approved ". BORAL- LIFETILE MONIERLTFETILE LLC, SAXONY TILE (LAKE WALES FL) LOCATED UNDERNEATH TILE NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09 /07/07 Page 6 of 8 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES PROFILE DRAWINGS 17 " lt. / OVERLAY WATERLOCK 12 3/8" MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SLATE MODEL) 13/16 " (slate 15/16 " (shaky NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 7 of 8 MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY CONCRETE ROOF TILE (SHAD MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 8 of 8 MIA M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed 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 JR rge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro oll AH160 Foampro® RTF1000 ProPack® 30 & 100 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 A11160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Dimensions N/A N/A N/A Test Specifications TAS 101 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 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average valves as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25 -7438-4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 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. F , W • MS NOA No.: 06- 0201.02 Expiration Date: 05/10/1 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (_ ams) Two Paddy Weight per paddy Min. (• ams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. 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 Optional tairs for 1) Place enough adhesive to achieve 1/ to 23 steep pitch applications square Incites In contact with the pan tile 2) Tum covers upside down. Place adhesive 112 Ix To 1 In. From outsble edge of corer ttle. Then install the Me. Undertayntent tOP P 011104 of the ease course cover Ilia Abut to second come of pan then. Ensure ease end of pan and cove, files are flush at ease Ens. Eave closure (mortar shown} Weephole Fascia Nall through plastic cement Optional Point-up Mortar on longitudinal edges of tile NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Sheathfrig Nall through plastic cement Underlaymant Ems Course Save Closure Paddy (Beneath Tile) Hall through plastic cement Paddy (Beneath Tile) Eave Closure 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 In. x3in. Single paddy on under• layment Single paddy on top of tile Single paddy under tile Paddy (between die) Paddy (under tile) Eave course 2In. )(Tin. medium she paddy eave Fascia • course only 3 in.x 3 In. Single paddy on underiayment ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Eave Course Nall through plastic cement Underleyment t et in.x 3 In. ■ Single d In. paddy on under- layment Single paddy under tile Single paddy between tile 21n.x 7 in. medium size paddy eave course only Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile 1,„,. ..*N,,„ ," , ,> l Sfn a ` � 0 / , ontopoi tte 2 in. x 1 in. medium size paddy save course only Fascia Eave Closure END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. ,N_eE Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. _!` Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. ,r Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in tow -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected, 6. N5 E Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. Ventilation: Most roof structures should have some ability to vent natural rflow through the interior of the structure assembly (the building itself). The existing amo f,? y :tion shall not be reduced. It may be beneficial to consider additional venting which can •'� - service life of the roof. Owner /Agents Signature Date Revised on 7/9/2009 LD