The URL can be used to link to this page

RF-11-93Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 162426 Permit Number: RF- 1 -11 -93 Scheduled Inspection Date: July 26, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Wiegand & Annex Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: RSI OF FLORIDA INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360010160 -09 Building Department Comments REMOVE AND REPLACE ROOF UNDERLAYMENT AND TILE. FLAT ROOF AT NORTH ENTRANCE. REMOVE AND REPLACE EXISTING ROOF RELATED METALS WITH NEW Passedji170 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 162339. CREATED AS REINSPECTION FOR INSP- 155059. Contractor called and informed me he lost the plans but the uplift test would be available and ladder ready. The ladder was on site, roof still incomplete and no uplift test available. NB July 25, 2011 For Inspections please call: (305)762 -4949 Page 13 of 24 FROM :RSI OF FLORIDA, INC. FAX NO. :9549600289 Jul. 22 2011 10:29AM P2 1L-f ii-R3 64ncunaQK BENCHMARK. CONSULTING GROUP, INC. 2771 S. W. 86th Way • Davie • FL • 33328 Phone: (954) 476 -0801 • Fax: (954) 880-0070 _ Web Site: benchmarkconsulturoun.com corning t taUp. Inc. July 22, 2011 To: The Miami Shores Building Department Re: Permit RF- 1 -11 -93 Barry University Wiegand Re-Roof To Whom it May Concern, 1 would like to address two items that were commented on due to the roof inspection conducted on 7 -20 -2011. The expansion joint on the tile portion has %" clearance from the top metal bead of the joint. This is acceptable and approved by Benchmark Consulting Group, Inc. 2. Some of, the roofpenetrations on the flat portion of the Wiegand building have been flashed with Alsan° Liquid Flashing. This is an upgrade from the lead flashing and approved by Soprema° the Manufacturer of the roof system and Benchmark Consulting Group, Inc. This resin coating is applied to the penetration and granules are added. The AC stand penetrations were done this way. The bolts are visible but they are waterproofed with the resin coating. (See Attached Manufacture's Detail). If you have any questions regarding this letter please call me at 954 -275 -8706. Sincerely, 04.40 Richard Simons Benchmark Consulting Group, Inc. Page I of 1 FROM :RSI OF FLORIDA, INC. Jul. r�:4,iY �.,�•.�� , 22 2 0�y p1 1 .1 1 tq: 0 Pw � : � 2 1..�9'` �1 A•�. • M ]9„f�P�r�.' •�3 • �Y$s o ca?;; rf70 '. CH' �. 6H7ef, �GXC• 1n! E+.%,:$' �tu' �afa'. �.... J: I .8g341Ai.�1�.TR'.:de!c:.!,R`?�[ ALSAN RS 260 Resin GM Properties ALSAN RS 260 Resin GM is a highly flexible, UV stabillied and low -odour formulation based on special methyl methacrylates. Areas of appIk ation ALSAN RS 260 Resin GM is used together witha fleece reinforcement for the crack - bridging waterproofing of main areas and details on roofs. Colours ALSAN RS 260 Resin GM Is available in the following standard colours: Shade 7035 — Light grey Packaging Summer formulation 12.00 kg ALSAN RS 260 Resin GM 0.30 kg Catalyst (3 x 0.1 kg) 12.30 kg Winter formulation 12.00 kg ALSAN RS 260 Resin GM 0.60 kg Catalyst (6 x 0.1 kg) 12.60 kg Storage Can be stored unopened in a cool, dry place and protected against frost for approx. 6 months. Avoid direct sunlight on the packaging/containers, even on site. Application conditions The product can be applied at substrate and ambient temperatures between + 3 ° min. and + 35 ° max. Mixing'Instructions Add the catalyst to the cOnterits of the tub while using a.slow -speed stirrer, mix for about 1 minute and allow the lnbdure to well for 3 • minutes. Then stir thoroughly Once •again, making sure that the materiel on the base and around the sides of the container is also mixed in. Reaction times (at 20 °C) Pot life approx. 20 minutes Rain -proof after approic.•45 minutes Can be walked on / next layer can be applied after • approx . 2 hours Fully cured after approx. 5 hours Consumption As a technical membrane approx. 3.0 kg/m2 As a membrane `r top coat approx. 4.5 kg/m2. Cleaning the toots. When work is interrupted or completed the tools must be cleaned thoroughly with ALSAN RS Cleaning Agent within the pot life ( approx. 20 minutes) of the product. Information on risks and safety See product safety data sheets. The advice we provide on the application of our products Is based on extensive development work as well as many years of experience and is given to the best of our knowledge. However, the wide variety of requirements for a building under the most diverse conditions mean that it is necessary for the contractor to teat the product for its suitability in any given case. We reserve the right to make changes In keeping with technical developments or improvements to our products. VorsiOn 0901 fr FROM :RSI OF FLORIDA, INC. FAX NO. 9549600289 77,77,777 Jul. 22 2011 10 :30AM P4 SOPREMIC Soprema's Alsan Flashing White Finish is a fast curing, two component, high gloss, aliphatic urethane designed to be used over Alsan Flashing projects when a highly reflective, white finish is desired. Alsan Flashing White Finish will provide a long lasting, brilliant white finish ideal for cool roof systems. It can also be used to help blend flashing into the field cap of many roofing systems. Alsan Flashing White Finish can be brushed, rolled or sprayed directly to Alsan Flashing. No priming is necessary:....._.....__... Soprema's Alsan Flashing is patented, a one component, moisture cured polyurethane and bitumen resin designed to make difficult flashing jobs easier. Used with Alsan Poly- Fleece, the combination creates a watertight, puncture and UV resistant liquid applied flashing or field membrane. Flashing Applications Before and After Alsan Flashing White Finish is ideal for use with any roof flashing application. No Alsan Flashing White Finish creates a long lasting, brilliant white finish ideal for cool roof systems. The two component systern is easy to mix and simple to apply with a brush, roller or sprayer. SOPREMA, Inc. - 310 Quadrat Drive • Wadsworth, OH 44281 • 1,800.356 3521 www.soprema.us FROM :RSI OF FLORIDA, INC. FAX NO. :9549600289 Jul. 22 2011 10:29AM P1 1750 N.W. 19th AVENUE, POMPANO BEACH, Fi. 33069 • 954960 -0224 • FAX # 954960 -0289 I TELEFAX TRANSMISSION cOVER SHEEr PLEASE DELIVER THE FOLLOWING PAGES TO: NAME: COMPANY: LOCATION: TELEFAX NUMBER SUBJECT 154//) VI''' V e R -' l - 1 ? - q3 • FROM: cl� .� SENDER TELEPHONE NUMBER . ceS • 5') 7. 324 0 DATE OF TRANSMISSION .TIME: • NUMBER OF PAGES: • OPERATOR: COMMENTS: d --/@. i 1 - e oli ? • r• .�i �.� a�a.i.� -, [_ I .�v'. 1^^ •t-:. .rh/ 4 i•G'k% 44 " l . 44L2 C' c __ p� i- d ✓� Cic3/I Vt el P∎ 4-AP A a Li r -� t s. t � c � I 1 IF YOU DO NOT HEOEIVE ALL' PAGES, OR IF ANY ARE' ILLEGIBLE, PLEASE CALL RSI OF FLORIDA AS SOON AS POSSIBLE AT THE ABOVE NUMBER, • July 15, 2011 C A P. I._, A Bo 1 N C r11101110„ Arcon Roofing 2280 NW 16 St Pompano Beach, FL 33069 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 11300 NE 2 Ave, Weigand Hall Bldg Miami shore, FL Permit#: Not Provided Property ID: 11- 2136 -001 -0160 Date inspected: July 14, 2011 Date completed: June 20, 2011 Roofing Contractor: Arcon Roofing Carlab, Inc Project # 11 -7155 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 Roofing Application Standard TAS No.106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid; discontinuous roof systems. The total of the tested roof surface area was estimated to be less than 17,000 square feet, and the mean height of the roof is 30 feet above ground surface. The type of tile used for this project was reported to be Monier Flat. 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. Respec 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 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 TILE UPLIFT TEST FOR 11300 NE 2 Ave Weigand Bldg Miami Shore, FL Project#: 11 -7155 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 Piss • 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 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 8730 SW 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 35Pass 229 35 Pass 230 35 Pass 231 35 Pass 232 35 Pass 233 35 Pass 234 35 Pass 235 35 Pass 236 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 1n z LEGEND + ± FIELD TEST _ - PERIMETER TEST _ + + + 0 CORNER TEST 66 NOT A PART r- C A R L A B, I N C. Ili' I MIN= AND PCANN118f8 CERTIFICATE OP AUTHORIZATION 6419 6730 8W. 23 HP. ML4 . PL 3310 TELs 309 mem PAID 303 286669 FLAT ROOF 66 APPROX. ROOF TEST L❑CATI ❑NS AND DIMENSI ❑NS t Miami Shores Village Building Department 90050 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. 3 r BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING JUN o��Yi e'( Master Permit No. OWNER: Name (Fee Simple Titleholder): Q . rr y V✓+ ✓-crl I 4-..y Phone#: Address: 113 Ov WC 27141c- City: M S It.9 CJ Tenant/Lessee Name: (4 fit State: FL. zip: 1314,1 Phone#: - 3 c c S Email: JOB ADDRESS: t 13 00 (J . 27 6 k W 041 City: Miami Shores County: Miami Dade Folio/Parcel #: 2. i 3 b• 0 00 - 00 J`t7 Is the Building Historically Designated: Yes NO x Zip: 331 CONTRACTOR: Company Name: R ° J' Address: t 1S *0 N44 1 °' 44s 4J City: Po M » . LAN Qualifier Name: .3.0‘rwt1 State Certification or Registration #: C CC 0 4-4k11.— Certificate of Competency #: Contact Phone#: RJ �' q b b L8 Email Address: f $ ( ° r1 �) • c. '� DESIGNER: Architect/Engineer: ^) /09 Flood Zone: Phone#: 9S-4 - 160- 0281 State: FL zip: 330 6 ei Phone #: 9 S"'9 16 0 - c7Z r% Value of Work for this Permit: $ Type of Work: ❑Addition °Alteration Description of Work: %J. )1 rev '1.4." bee.. c. Phone#: Square/Linear Footage of Work: UNew ORepair/Replace 0,15 44-4 Submittal F Scanning Fee $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ °Demolition Permit Fee $ frp CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip N(9- 1) (Oa Mortgage Lender's Name (if applicable) /r ! Mortgage Lender's Address /V (IA City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved ' n a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 151. day of `41tA et4i, 20 LL, l gru who is personally known to me or who has produced b L As identification and who did take an oath. NOTARY C: Sign: Print: / ( z ( 7 qr .a�et';' . PAMELA S. SPEIER My Co if `tcPiCOMMISSION it DD 824480 •, EXPIRES: October 27, 2012 ' 'ping �°,:'� Bonded Thni Notary Public Underwriters Signature Contractor The foregoing instrument was acknowledged before me this 3 (5. Y day o ' \A"+'1'1' i \ , 201 1 , by Jai Inn PS .� (1&m..&stSG who is personally kn own to me qr who has produced as identification and who did take an oath. NOTARY PUBLIC: *** ****** ***** ** *********** ** ****, A*************** **********000aa* ***** ******* * ** ***000** *** ******* * ******* APPROVED BY 66 </ Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk �131r�— v)tcm.44) Permit No: 11- qJ Job Name , 2011 Miami Shores Village Building Department Building Critique Sheet 5;e7164.. , A-Coss ftec+ �. > _ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Roof Slope: 12I i ROOF ASSEMBLIES AND ROOFTOP STRUCTUR Sa 211 Florida ; wilding Code Edi High- Velocity Hurricane Zone Uniform Permit Section D (Steep Sloped Roo Miami Shores Village APPROVED BY DATE ZONING DEPT 1 Ri PT // ,. - 4 C3'l7 �( / PRIMTFm1EOMPLIANCE WITH AU. FEDERAL `icy,` 6111000IJNTY RULES AND REGULATIONS R of System Manufacturer: dd /P2 Notice of Acceptance Number: ra 7- a 7s/. 0.3 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Caiculations): 1: SO . P2: 4'F r P3: 136. Maximum Desl n Pressure (From the Prods ct Approval Specific System): \ Steep Sloped Roof System Descriptions \ Deck Type: Type Underlayment: 0 () ,4"P% �� Insulation: \ Fire Barrier: \ Fastener Type & Spacing: \ L \ Adhesive Type: I 1- )c ed-v S , e \ Type Cap Sheet: I "fit:S-,„,,,-44 j Roof Covering: ki2h/ijedle _ Spcv^- 7 9041 Type & Size Drip 1 Edge: IRidge Ventilatipn? c9igLiA'N ertpy COPY /31A 1/ n .ii C 15.34 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Cod 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 Mr with the values from Mp If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pi :`." x1.1,/13/3 =AC.' 9s)/ Mg: o3 = Mrt7. fr'17 (p2; &S rxb w272043. Mg: j =M4/ C70 c3 /3�'. xX. \V 4o. 97f .Mg. I' =Mr33 -t Method 2 "Simplified Tile Calculations Per Table Below" Product Approval Mt Product Approval Mr Product Approval M if t ll te( Required Moment of Resistance (Mr) From Table Below Prod Mr required Moment Resistance* Mean Roof Height -4, Roof Slope ,I, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 32.2 • 33.8 35.1 37.3 5 :12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *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 nse Method 3. Compared the vtilves for F with the values for Fr. If the 17 values are greater than or equal to the Fr valves, for each area of the roof, then the file attachment method is acceptable. Method 3 "Moment Based The Calculations Per RAS 127" (Pt: x L = - x w: _ ) - W: x cos 0 = Fri Product Approval fr (P2: x L - x w: = ) - W: x cos 0 = Fr2 Product Approval F. (P3: x L = - x w: _ ) W: x cos 0 = F 3 Product Approval F' . Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof height H Job Site ' Roof Slope 0 Job She Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mt Product Approval Requited Moment Resistance Ma Calculated Minimum Attachment Raistanct F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.35 M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA# 07 -0228.03 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0711.03 Expiration Date: '04/26/12 Approval Date: 09/07/07 Pagel of 7 ROOFING ASSEMBLY APPROVAL Category• Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces Dimensions 1 = 17" w = 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency 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. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94 -084 94 -060A 25- 7183 -6 25- 7183 -5 Product Description Flat profile, interlocking, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar set 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.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 2 of 7 Test Agency Test Identifier 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. Atlanta Testing & 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 Engineers 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 520109 -1 520111-4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report 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 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25-7804-4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 3 of 7 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & 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. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerod namic Multi • tiers - X ft 3 , ' Tile X (ft) X (ft3) Profile Batten Application Di - ct Deck Application MonierLifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Batten ': Direct Deck Table . est • ing Moments due to Gravity - Mg (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" _ greater Battens or Direct Deck Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Batten ': Direct Deck : attens Direct Deck Battens Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 ! 6.97 % 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 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 Screws 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Feld 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 (Feld Clip). 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment M, (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile TIIe Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.3.' 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM : • Polyfoam PolyProTM 40.4° 3 Large paddy placement of 45 grams of PolyProT"". 4 Medium • add • Iacement of 24 • rams of Pol ProTh'. = " Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile _ Tile Application Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9° 5. Tile -Tite Roof Tile Mortar NOA No.: 07-0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page5of7 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 ". MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 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 system. NAIL HOLES PROFILE DRAWING 1 5/32. ° (state) 1 9/32 ° (shake) 17 " '� / OVERLAY WATERLOCK 13" MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0711.03 Expiration Date: 04 /26/12 Approval Date: 09/07/07 Page 6 of 7 PROFILE DRAWING MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLlFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0711.03 Expiration Date: 04/26/12 Approval Date: 09/07/07 Page 7 of 7 11-z(i 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 BUILDING Permit No \1 PERMIT APPLICATION Master Permit No. FBC 20 ‘ipcvsy JAN 1 9 2011 Permit Type: BUILDING ROOFING Owner's Name (Fee Simple Titleholder) Barry University Phone # 3 7 - 0'9- 39i S— Owner's Address City Miami Shores Tenant/Lessee Name Email 11300 NE 2 °d Ave /A State FL Zip 33138 Phone # Job Address (where the work is being done) Vv ie3A^A 6,,f .L3 I 1300 14 t� Z °JPme- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 11- 2136 - 000 -0050 Is Building Historically Designated YES NO_ Flood Zone Contractor's Company Name RSt oaf FI',ri Je, 7, Contractor's Address 1'7 s® NI of ,4v... City Po,^neoi.n, &e..cI, State Qualifier Name ) c eI PI krat ( 0 State Certificate or Registration No. C C C 0 4 4- S'9 Contact Phone 5'S4f - - 3 4100 f-.10A) Phone# 954- 96J -O 2,z-4- 5 2 Zip 330 6 `j Phone # Certificate of Competency No. E -mail rr'erl a A099 c® - f Si o -P61 ecoL Architect/Engineer's Name (if applicable) AIM Phone # Value of Work For this Permit $ 4'0 o ®a:r?" Type of Work: ❑Addition ['Alteration Describe Work: IkN oc aid g ,,t j - y e m a s 2 Square / Linear Footage Of Work: n-13-10 ['New Repair/Replace ❑ Demolition yvae ^-1{ J 4'1'e , W4, c Li- n Visa h t•, ncL Ct. Pew -oJe ru.4 rvsa✓bb *Anej y.ee .2.eI,«. 2- ,�i3i�,. rook' Yve. -'%f Submittal Fee $ �V 00 Permit Fee $ Q (� CCF $ 1' 1 -1)<) CO /CC $ Notary $ Scanning $ 1,`B . Double Fee $ Training/Education Fee $ 9 0.(00 Radon $ 1215 DPBR $ 12 g5 Violation date: Structural Review. $ Technology Fee $ Bond $ Total Fee Now Due $ PAc9 See Reverse side -+ Bonding Company's Name (if applicable) PI at Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) i) /A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apprond a reinspection fee will be charged. Signature d Signature 4.44 Owner or Agent Contractor The foregoing instrument was acknowledged before me this 16 The foregoing instrument was acknowledged before me this K day of , 20 10 , by R1 c6 G >VJA'��Js , day of , 20 , by j. 1/1r14/7• fta r who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: As identification and who did take an oath. NOTARY ' UBLIC: Sign: Print: My Commission Expires: II / Sign: Print: My Co PAMELA S. SKI Ex�ISSION # DO 24480 ae= EXPIRES: October 27, 2012 Bonded Rub Notary Public Underwriters de ****oY***** *:exYes ***1t4:k***k ****ae** sBateFsedr***** *** r ** **k*** * *** *** * ********aY* eY4c4z*nYaY4ea4:k4eaYd*** **** **o *** APPROVED BY Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Protect Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 11300 NE 2 Avenue Number: Wiegand & Am 1121360010160 -09 Miami Shores, FL 33138 -0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) RSI OF FLORIDA INC Phone Cell Phone Valuation: Total Sq Feet: $ 202,400.00 25300 1 Type of Work: Re Roof Additional Info: COLOR THRU TILE & FLAT Classification: Commercial Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $121.80 $12.75 $12.75 $40.60 $850.00 $18.00 $162.40 $1,218.30 Pay Date Invoice # 01/19/2011 03/03/2011 Pay Type RF -1 -11 -39847 Credit Card Credit Card Amt Paid Amt Due $ 50.00 $ 1,168.30 $ 1,168.30 $ 0.00 1 1 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet 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. 1 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. March 03, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 03, 2011 1 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Expiration: 07/23/2011 Applicant 11300 NE 2 Avenue Number: Wiegand & Anr 1121360010160 -09 Miami Shores, FL 33138 -0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) RSI OF FLORIDA INC Phone Cell Phone Valuation: Total Sq Feet: $ 202,400.00 25300 1 Type of Work: Re Roof Additional Info: COLOR THRU TILE & FLAT Classification: Commercial Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Amount $121.80 $12.75 $12.75 $40.60 $850.00 $18.00 $162.40 Total: $1,218.30 Pay Date Pay Type Invoice # RF -1 -11 -39847 01/19/2011 Credit Card 03/03/2011 Credit Card Amt Paid Amt Due $ 50.00 $ 1,168.30 $ 1,168.30 $ 0.00 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Applicant Copy For Inspections, Call (305) 762 -4949 or Log on at https : / /bldg.miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. March 03, 2011 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 14 11.-4'3 TAX FOLIO NO. I - at 3 (er 000 - ®oSD 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 f is provided in this Notice of Commencement. s�� I sure U RfIFY SOP thl$ In fled In thf� Of _ C 1. Legal description of property and street/address: 11 11111111111111111111111111 1111111111111111111 CFN 201110039448 OR Bk 27557 Ps 4u11; tips) RECORDED 01/19/2011 10:55 :57 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE a 2. Description of improvement trie 3. Owner(s) name and address: R iirr1/ tlyt i.‘, Interest in property: 0 Name and address of fee simple titleholder. 4- -Contractor's name, address and ptroire num MOO /q 'SAP FIGIT.”11111111 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. I■4 / /4 Amount of bond $ 1■i /A 6. Lender's name and address: ,,; / A 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,_., �� s Name, address and phone number. --le-4 Y 3 _ 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. !J /A 9. Expiration date of this Notice of Commencement: (the expiation 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 1F COMMENCEMENT. Signature(s) of Owner(s Prepared By Print Name j'u4,44� FD�rf lOS Title /Office V 0 rft tI eor STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrure^t�w1A a� pk owledged before me this BY ❑ Individually, orV as OW NdL s)' Authorized Officer/Director /Partner/Manager Prepared By f2,3, --01 Print Name Title/Office Pr .3.11 Q Yf 1 04 day of 96 for Personally known, or ❑ produced the following type of identific Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STA 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 beli . tot Signature(s) of Owne,�e By BY wner(s)'s Authorized Officer/Director/Partner/Manager who signed above: 123.01 -52 PAGES 3/10 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 owners initial in the designated space indicates that the item has been explained. 1. • ''),413E- 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. . ° y 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. ": 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. 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. Iy Lp_= 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. • f'ryr• Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. �a. Owner /Agent's Signature Date Revised an 7/9/2009 LD 14114") 12--/C./0 Contract r Signature Date 1 r- I- .r.1 1, 1 S »- 1 1∎ W aI a 1 J 1• a-AINIIMMI a 1 •1/ .1, —• 1.1 11% a — ■ —1111110 —la — MI L 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 Business Name: R S I OF FLORIDA INC �MARASCO Owner Name: R S I OF FLORIDA INC Business Location: 1750 NW 19 AVE POMPANO BEACH Business Phone: 960 -0224 Rooms Rece4t#;185- 166134 JAMES JOSEPH Business Type:ROOFING /SBEET METAL co (ROOFING CONTRM Business Opened:09 /01/1985 State /County1Cert/Reg:C000 892 Exemption Code:No'T ForVendingBusiness 0. Nwnbar of Machines: Professionals Venal 9 Type: Tax Amount Transfer Fee . _ N,. =:: _ ,, , ," •4 !. ',:,. ," .. _, .;;'.. : , Colec tlon Cost Total Paid 54 00 0 0 F � s ,. e. cam u , .. . � ,,. .. +F y `l .x. � .. ' " � 'W �. 0.00 59.40 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 County and Is non - regulatory in nature. You must meet all County and/or Municipality planning WHEN VAUDATED and zoning requirements. This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Malting Address: R S I OF FLORIDA INC 1750 NW 19 AVENUE POMPANO BEACH, FL 33069 2010 - 2011 Receipt #02A -10- 00000067 Hsi4 10/05/2010 59.40 A ° CERTIFICATE OF LIABILITY INSURANCE 2�28� 01° ice' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. O. Box 1927 Pompano Beach FL 33061 CONTACT Denise Page (ac° ao E:t): (954) 943 -5050 N .Not. (954) 942 -6310 E-MaIL SS: n dese @furmaninsurance.com ADDRE PRODUCER 00004058 CUSTOMER ID #. INSURERS) AFFORDING COVERAGE NAIC 0 INSURED R S I Of Florida Inc 1750 N W 19th Avenue Pompano Beach FL 33069 INSURER A :Continental Insurance Co 35289 INSuRER B Valley Forge Ins 20508 [mums C:Transportation Ins Co 20494 Hamm oBridgefield Employers Ins Co 10701 INSURER E : PARENTED PREEMMI ESES S (RENTED occurrence) INSURERF: COVERAGES CERTIFICATE NUMBER:11 -12 Renewal Certificate REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDCSUBR INSR WVD POUCY NUMBER POUCY EFF (MMIDDIYYYY) POUCY EXP (MMIDDIYYYY) LIMITS A GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY OCCUR X X 2067525856 3/1/2011 3/1/2012 EACH OCCURRENCE $ 1,000,000 X PARENTED PREEMMI ESES S (RENTED occurrence) $ 300, 000 CLAIMS -MADE X MED EXP (Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE LIMIT APPUES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 POLICY x PRO- LOC $ B AUTOMOBILE UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS x x 2082722559 3/1/2011 3/1/2012 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per m dent) $ X X Uninsured motorist combined $ 1,000,000 PIP -Basic $ 10,000 C X UMBRELLA LIAB EXCESS UAB X OCCUR CLAIMS -MADE 2067525730 3/1/2011 3/1/2012 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DEDUCTIBLE RETENTION $ 10,000 $ X $ D WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS Y / N N / A 83033562 3/1/2011 3/1/2012 WC STATU- 0TH - X TORY LIMITS ER EL EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 below E.L DISEASE - POUCY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule,11 more apace Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department Attn: Eilene 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Frank Furman, Jr /DP H � ---.- � ACORD 25 (2009109) INS025 (200909) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Florida Department of Environmental Protection Division of Air Resource Management Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 8th Floor NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami, Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): 0 ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES IS IT A PLANNED RENOVATION OPERATION? YES Facility Name H�! igy∎AJ 13143 wf � � � � • � �� Address 11 3 Dc> [ J (- 274 414. City AA L C�t9 -�. Site 54. NT, Building Size 'ZS- I (Square Feet) Prior Use: VSchool/College/University ❑ Residence Present Use: School /College/University 0 Residence 11. Facility Owner A r y t) ✓ c r ■ 4-y Address If ?) "4.s -z. city , i,�� 111. Contractor's Name RSI of Florida, Inc. Address 1750 NW 19th AVE City Pompano Beach ❑ REVISED ❑ RENOVATION ❑ YES 0 ❑ CANCELLATION ROOFING ❑ NO ❑ COURTESY NO File # 0 NO Process It State FL Zip 3' 31 Lo ( County DADE Consultant Inspecting Site N/A # of Floors 3 Building Age in Years 10 ❑ Small Business Other ❑ Small Business Other Phone ( ) 3 `15 State 1''1-- Zip 33 t G' Phone ( 954 ) 960 -0224 State FLORIDA Zip 33069 Is the contractor exempt from Iicensure under section 469.002(4), F.S.? ❑ YES NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) rr > z. ' vh 1,1 t Asbestos Removal ( mm/dd/yy) Start; NIA Finish: WA Demo/Renovation (mm/dd/yy) Start r� I Finish: 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. re.�s.1 e,:t1-e -1 r c a- t n r,,1 -J '-.. .- et f -et,_ 1- S'-+t- 4'yt%<__ Procedures to be Used (Check All That Apply): • Strip and Removal 1 Glove Bag • Bulldozer 1 Wrecking Ball jJ Wet Method Il! I Dry Method • Explode U Bum Down OTHER: VI. Procedures for Unexpected RACM: STOP WORK AND NOTIFY DERM VII. Asbestos Waste Transporter. Name RSI OF FLORIDA Addresss 1750 NW 19th AVE City /'c,^'1? VIII. Waste Disposal Site Name Address city State IX. RACM or ACM: Procedure, including analytical methods, employed Phone (/r4- ) -4 Stated - Zip 33069 I IIAi'af01PDAD� D..A. . zip AIR QUALITY MANAGEMENT DIVISIO to detect the presence of RA gifffiti~(y tlaaldtli4 oefIRiDftdACM. Nntifir'atinn(s) Regarding asbestos have been submitted in Compliance with square feet cementitious ptlittlable regulations. square feet resilient floo''. square feeekLir Date Amount of RACM or ACM* MOO square feet surfacing material linear feet pipe cubic feet of RACM off facility components *Identify and describe surfacing material and other materials as applicable: METAL PANELS / STANDING SEAM 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. 63 ,c\&, - i . -,eIe_ (Print Nam- ofOwner /Operator) - 01 - 954- 960 -0224 (Signature of Owner /Operator) (Date) (Contact phone #) DERM USE ONLY Postmark/Date Received ID # 161 01 -158 10/08 DISTRIBUTION: White -DERM Yellow - Applicant Pink - Reserve Gold- Reserve •;f PL IkEVIEVV FINAL �n~ P OV ^ L DEPARTMENT OF ENVI NMENTAL RESOURCES MA REVIEWER (PRINT): SIGNATURE 1 DATE ROOF ASSEMBLIES AND Zgu ES JAN 1 92011 SECTION 4402.14 ° °°° .....'' °° HIGH- VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATIO Florida Building Code Edition 2007 , �— High - Velocity Hurricane Zone Uniform Penult Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Low Slo . A . . Iication Prescri •five BUR -RAS 150 As • haitic Shin . les Concrete or Cla Tile Metal Roofs Required Sections of the Attachments Requl Permit Application Form See List Below A A AB 1 1 3 A A Wood Shingles and Shakes A.B.D Other As Applicable .3,4,5 1,2.4,5.6,7 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) 7. Any Required Roof Testing /Calculation Documentation FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Section A (Gen raI Informatinn) Master Permit No. Process No. Contractor's Name Job Address S1 113 oo N E Z "J A,,c. 1\11 —% S -es /Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof )(Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) I SSoo Section R (Roof plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. PIGaJ`. Sae. 4 l ') J 4 t �8WO ❑ Repair 0 Maintenance Total (SF) ZS- 300 \Lk 9 FLORIDA BUILDING CODE — BUILDING P1 = - P2= - P3 =- Psf psf psf STRUCTURAL SLOPE TO DRAINS PARAPET WALL - LESS THAN 3' EMERGENCY OVERFOLWS AS PER ENGINEERING RS/ of Florida, Inc. Protect BARRY UNIVERSITY - NORTH ENTRANCE ROOF DWG. By Rich Sorren 1750 NW 19th Avenue, Pompano Beach, FL 33069 'Tel: (954) 960 -0224 Fax (954) 960 -0289 L ustomer 11300 NE 2nd AVE, MIAMI SHORES, FL Date Scale N.T.S P3 SLOPE TILE ROOF P2 P1 WIEGAND TILE £ LOW SLOPE ROOF P1 t✓2 P1 LOW SLOPE MOD BIT P2 . P1 1 • P1 • 0 5 - PRIMARY DRAIN SLOPED ROOF P1 = - psf P2= - psf P2 P1 P2 I CP P1 I . P I ° D P3 P2 P1 LOW SLOPE ROOF P1= - psf P2= - psf P3= - psf RS/ of Florida, Inc. Protect BARRY UNIV.- WIEGAND FLAT . SLOPE TILE ROOFS DWG. By Rich Sorren 1750 NW 19th Avenue, Pompano Beach, FL. 33069 Tel: (954) 960 -0224 Fax (954) 960 -0289 customer 11300 NE 2nd AVE, MIAMI SHORES, FL Date Scale N.T.S ROOF ASSEMBLIES AND ROOFTOP STRUCTURES for' Nosh F.•� ••�.....d -� Sfete- r o.ks, Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Applicationl Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer SOrV'e% a.% Product Approval No.: Inn -) ZV7 ,Os- F IL- 17 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: ZT" Pmax2: /02 Y0 Pmax3: -16Z , ZS- Max. Design Pressure, from the specific Product Approval system: - ioC) r �r -K..I )��. -'7 Deck: Type: 7y Oj v WN GaugelThickness: 2- a".•r "Oh Slope: l/3 Ii flv -g,, ;+ Anchor/Base Sheet & No. of Ply(s): l' /A Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer A,rr,.ti. Pal y e Base Insulation Size and Thickness(14s min) 4;4\ c4 \ Base Insulation Fastener/Bonding Material: 2.. �� Prtls.. E -sit., S "T'.. arc.. t�.�1A €-i � rm., Top Insulation Layer. N / 4 Top Insulation Size and Thickness: A 14 Top Insulation Fastener/Bonding Material: I� M Base Sheet(s) & No. of Ply(s): Sols4014, 1:41041 go (1 Base Sheet Fastener/Bonding Material: gs 7•.,:. Loc. nl�..b Ply Sheet(s) & No. of Ply(s): I I /A- Ply Sheet FastenerBonding Material: A q,Q Top Ply: Sc)erxl t F I010 180 rR G4 , Top Ply Fasten r /Bonding Material: �% 111 c.dkereak k1 FLORIDA BUILDING CODE — BUILDING Surfacing: /A Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc @ Lap, # Rows I @ 8 " oc Perimeter. 7 " oc @ Lap, # Rows ? @ % " oc Comer. " oc @ Lap, # Rows Z G " oc Number of Fasteners Per Insulation Board: Oro, r-') Field 3 Perimeter 3 Comer 3 Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit • FT Z • FT. Parapet Height Lets 4 ^N Mean Roof Height 3e -1-- KYNAR ALUMINUM .040 COPING GAP G • 0 1 U 0 L • 0 ° ° 0 4 o o 4 C ° — 0 O 0 4 0 0. 0 • ° o o 0, o 4 0 O ° 0 4 o p 7 0 °— 0 o p 0 O 0„ o 0 °° O 4 °° 0 o p 0 4 c . 0 0 ° 0 4 o , p o 4o o p o 0 ° ° 0 4 o 4 0 ° 0 4 0 p 0 0 0 0 0, o 4 0 ° 4 o p o 0 ° P o 4 0 ° 0 0 4 0 p 0 0— 0 p 0 4 0 °— — ° 0 4 0 p 0 0 p o 4 0 — o 0 4 0 p 0 0 — 0 ° — 0 0 0, 0 4 o p 0 0 A 4 O O 0 ° 0 - 4 o o p O 4 0 ° 0 0 p O 0 4 0 p 0 — 0 0 0, 0 4 0 O 0 4 o p O ° — 0 0 p 0 O p 0 0° ° 0 ° 0 0 14 o 4 c p 0 0 ° 0 4 O 0 — p o 0 o p o 0 ° 0° 4 — o 0 . 0 4 0 ° 0 4 0 p 0 0 ° O 0 p o 4 O 4 o ° . 0 0 — 0 • 0 4 0 ° 0 0 4 o p 0 0— 0 p o 4 0 — — ° 0 4 0 p 0 0 o 4 0 ° ° 0 O 4 o 0, 0 0— V4° X 1.75 DRIVE PIN WITH ■ NEOPRENE WASHER. TERMINATE VERAL WITH COPING CAP FASTENER TWO PLY SOPRALENE FLASHING TORCHED TO PRIMED CONCRETE WALL SURFACE. CANT STRIP BASE LAYER POLYISOCYANURATE PRELIMINARY OFASTENED TO GYPSUM WITH ES TWIN LOGS. DENSDECK PRIME ADHERED TO POLYISO WITH INSTA -STIK ADHESIVE. O SOPRALENE FLAM 180 FASTENED THRU POLYISOCYANURATE AND INTO GYPSUM DECK. WITH ES 'TWIN LOG FASTENERS. O SOPRALENE FLAM 180 FRGR FULLY ADHERED TO MECHANICALLY FASTENED BASE SHEET BY HEAT WELD. 4 WOOD BLOCKING ATTACHED TO CONCRETE WITH TAPCONS OR RAWL SPIKES 1/4° DIA x 3-V4° LENGTH STAGGERED 12° O.C. - 2 ROWS COVER WOOD WITH ADHERED EPDM. O.050 ALUMINUM CONTINUOUS CLEAT ATTACHED TO WOOD NAILER WITH WOODGRIP SCREW V4° DIA X 1.75 LENGTH. 0 1 A A ES TWIN LOC FASTENERS AS PE ENGINEERS ATTACHMENT CALCULATIONS. MINIMUM T' PENETRATION INTO GYPSUM. R5/ of Flor-lda, Inc. Protect BARRY UNIVERSITY - WIEGAND ROOFS DWG. By Rich Sorren 1750 NW 19th Avenue, Pompano Beach, FL 33069 Tel: (954) 960 -0224 Fax (954) 960 -0289 customer Date Scale N.T.S ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Ser_tion D (Steep Slnped Rnof System) Roof System Manufacturer: Serer" ak Notice of Acceptance Number: 0 _ 1 07. 0.5- q 3 `7 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations A: . e—, , `18' ,, q q, I � b 1: fa- P2: �- P3: ' I.= • ? fs Maximum Design Pressure (From the Product Approval Specific System): — i3Oesfr Roof Slope: 12 .Stepp Slnped Roof System npscription Deck Type: G ytsue% Type Underlayment: Ridge Ven�atjon? lv ®�+ Insulation: Corq 1 z O Fire Barrier: Mean Roof Height: 3 V L Lis C l ftss A Fastener Type & Spacing: Adhesive Type: s Toro, cs ec,ens cs.ly ✓Ic�i•.J Type Cap Sheet: o�...�r.,e Fiwv�, igv i ROZ Roof Covering: FLORIDA BUILDING CODE — BUILDING Type & Size Drip Edge: 040 A P- n ly gkio'or� he,* al- 6••Ov I ' 4- /o'%vt_ 4- 11 tt . n S RQ4r nT d O.C. • e3 1 c,, :n ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculatigns) For Moment based dto systems, chooseehlerMethod 1 or 2. Compete the animator Mrwith the values Bum Mp fftheMtvaluesategreater than or equal to the Mr values. for each amen of the roof, then the the anachmeat method 12 acceptable. rI Method 1 °Moment Based7ite Cakolstlens Per RAS 127" �/ (r a'ox L e33 s it Y� ) - Mg 3.17 a Mry G'.fo•9 7 Pmduci Approval Mr 11 d r 1 (p;11.IYx><,'33 ffi3tdJ). tolp $'7 =MY2'419.8I Product ApproalMr i( (P3: 11117 xa -33 .7 4i.3`Y)_ms; Z'7, =Mr3 ftaducl Approval Mt 11�r°1 Method 2 "Simplified Tide Calculations Per Table Below" Required Moment of Resistance (Mr) thorn 'able Below Product Approval Mt Mr requited Moment Resistance* Mean Roof Holght -40 Roof slope 4 18' 20' 25' 30' 40' 2112 34.4 38.8 38.2 39.7 42.2 3.12 32.2 34.4 39.0 37.4 39.5 4:12 30.4 32.2 33,8 38.1 37.3 6:12 28.4 30.1 31.8 32.8 34.9 1b12 26.4 28.0 29.4 30.5 32.4 7 :12 24.4 28.9 27.1 29.2 30.0 *Must be used In conjoinetton whh a fist of moment banal the systems endorsed by the Bmward Oniony Beard of Rules and Appeals. For Uplift baud the systems toMethod3. Oampxed the values for F ' with the values for Pelf theF' values ate pa terUmocreweltodmFrvales. for each area of the root then the die attachment method Is acceptable. Method 3 "Moment Based The Catculdons Per RAS 12r (P1• x L s x w: a 1- W: x cos 0 ti Fri , Product Approval F' (P2: x L a - x w: a ) - W: x cos 0 = Fr2 , Product Approval P' (P3: x L s - x w a } W: _x cos 0 m Fri Product Approval Where to Obtain information Description Symbol Where to find Design pewees P1orP2orP3 RAS 1277bbbe 1 or by an engineering analysis prepared by PR based on ASCB7 Man Roof Height H Job She Roof Slope 0 Job Site Aarodynamle Muhipthx A Praduat Approval RestaringMomem due to Gravity Me Protract Approval Attachment Resistance Mt Product Approval Requhed Moms t Resistance Mis Calculated Minimum Attachment Resistance V Product Approval Rcvpited Uplift Resistance 1$ Calcula d Avem e'Ile Weight • Tito Dimensions W Product Approval L a length W . width Product Approval Aft calculations most besubmlttedto the building otlidal et the time of permit application. FLORIDA BUILDING CODE - BUILDING 15.38 Forensic Engineering Consultants, Inc. BASE SHEET ATTACHMENT CALCULATIONS Project Name Barry University - Weigand Center - Flat Deck Report No.: ATRT -BS- 11.006 Project Address 11300 NE 2 Avenue Miami Shores, FL - 33161 Deck Substrate Gypsum, Non - Insulated Mean Roof Height 36.0 Feet Configuration Low Slope Roof Area (Approx.) 7130 Sq.Ft. Category III Roof Width 23.0 Feet Exposure Condition C Perimeter Width 3.0 Feet Building Type Enclosed Parapet Height 1.0 Feet Wind Velocity (mph) 146 Slope V 0.0 Slope H 12.0 Slope Angle° 0.00 Uplift Pressures qZ = 0.00256 KZ Ict Kd V2 I P = qZ (GCP - GC0) qZ KZ Ka Kd V I GCP GCp, 54.445 1.021 1.00 0.85 146 1.15 -1.00 0.18 Field -1.80 0.18 Perimeter -2.80 0.18 Comer Field P1 -64.24 psf Perimeter P2 - 107.80 psf Comer P3 - 162.25 psf Proposed System Product Approval No. System Design Pressure Soprema Roof System 07- 1217.05 (Pages 26, 27 of 39) -60 psf Fasteners Approved 2.7" Twin Loc -Nail Fasteners Base Sheet Width 36 inches Side Lap 4 inches Net Width 32 inches Fastener Spacing in Lap of Base Sheet 9 inches # Rows 1 Fastener Spacing in Field of Base Sheet 9 inches # Rows 1 Min. Characteristic Resistance Force -60.00 Ibf - 153.19 lbf (MCRF from TAS -105 by ATRT) Fastener Spacing {(MCRF /P;) x 144} /Row Spacing No. of Rows of Fasteners 2 3 4 5 Field Fastener Spacing Perimeter Fastener Spacing Comer Fastener Spacing 8.41 5.01 3.33 12.61 7.51 4.99 16.81 10.02 6.66 21.01 12.52 8.32 RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field 1 row in the laps at 8 inches o.c. 1 row in the center of the sheet at 8" o.c. Perimeter 1 row in the laps at 7 inches o.c. 2 rows in the center of the sheet at 7" o.c. Comer 1 row in the laps at 6 inches o.c. 3 rows in the center of the sheet at 6" o.c. These calculations have been done in accordance with ASCE 7 -05, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. Since the field area pressure is greater than the system design pressure, we have extrapolated for field as well. Sincerely Foren c Engineering Consultants, Inc. R. N. Sailappan, P.E. ! 14.14 Principal Engineer Florida Registration No. 46696 Forensic Engineering Consu tants, Inc. (CA # 8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 Forensic Engineering Consultants, Inc. Project Name Project Address Deck Substrate Configuration Category Exposure Condition Building Type Wind Velocity (mph) Slope V Uplift Pressures qZ KZ 52.757 0.989 Field Perimeter Comer BASE SHEET ATTACHMENT CALCULATIONS Barry University - Weigand Center - Sloped Roof 11300 NE 2 Avenue Miami Shores, FL - 33161 Gypsum, Non - Insulated Steep Slope III C Enclosed 146 3.0 Slope H 12.0 qZ = 0.00256KZKnKdV2I PI PZ P3 Proposed System Product Approval No. System Design Pressure Report No.: ATRT -BS- 11.005 Mean Roof Height Roof Area (Approx.) Roof Width Perimeter Width Parapet Height Sloped Roof Type 31.0 Feet 16588 Sq. Ft. 67.0 Feet 6.7 Feet 0.0 Feet Slope Angle° 14.04 P = qZ (GCp - GC0) KZc Ka V I GCp GCp, 1.00 0.85 146 1.15 -0.90 0.18 Field -1.70 0.18 Perimeter -2.60 0.18 Comer -56.98 psf -99.18 psf - 146.67 psf Soprema Roof System 07- 1217.05 (Pages 37, 38 of 39) -60 psf Fasteners Approved 1.8" Twin Loc -Nail Fasteners Base Sheet Width 36 inches Side Lap 4 inches Fastener Spacing in Lap of Base Sheet Fastener Spacing in Field of Base Sheet Min. Characteristic Resistance Force Fastener Spacing No. of Rows of Fasteners Field Fastener Spacing Perimeter Fastener Spacing Corner Fastener Spacing 6 inches 6 inches Net Width # Rows # Rows 32 inches 1 2 -26.67 Ibf - 245.19 Ibf (MCRF from TAS -105 by ATRT) {(MCRF /P;) x 144} /Row Spacing 3 4 5 6 6.32 3.63 2.45 RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field Perimeter Comer 1 row in the laps at 6 inches o.c. 1 row in the laps at 6 inches o.c, 1 row in the laps at 4 inches o.c. 8.42 4.84 3.27 10.53 6.05 4.09 2 rows in the center of the sheet at 6" o.c. 4 rows in the center of the sheet at 6" o.c. 4 rows in the center of the sheet at 4" o.c. 12.64 7.26 4.91 These calculations have been done in accordance with ASCE 7 -05, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. Sincerely Foren c Engineering Consultants, Inc. R. N. Sailappan, P.E. Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, Inc. (CA # 8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 Deck Type 6I: Deck Description: System Type D(3): Insulation: Primer: Base Layer: Ply Sheet: I APPROVED • L-. Gypsum, Insulated Poured Gypsum Base sheet attached over preliminary fastened insulation. All General and System Limitations apply. Min. 1.5" thick Approved Polyisocyanurate (flat or tapered), mechanically attached at five fasteners per 4'x8' board (6.4 ft2 per fastener). (Optional) Elastocol 400, 500, Elastocol 600c or AquaTac applied at a rate of 1 gal/sq, to top surface of any insulation, base or ply sheet prior to application of next layer One layer Soprafix, Soprafx (X)* So raIene F1am 180* r Sopralene Flam 250 *, mechanically attached with minimum 2.7" Twin -loc nails spaced 9" o.c..within the 4" wide lap and 9" o.c. in one row centered in the field. Center fastener row is covered with an 8" wide strip of Soprafix, Soprafx (X) *, Sopralene Flam 180* or Sopralene Flam 250 *. *Requires heat welded ply or cap membrane. (Optional) One or more layers of Sopralene Flam Stick *, EPS Flam Stick* or Sopralene Stick, self - adhered to sand surfaced base membrane only. Or Elastophene Flam *, EIastophene Flam FR *, Elastophene Flam 2.2 mm *, Elastophene Flam IBS FR *, Elastophene Flam HR 3.0 mm *, Elastophene Flam HP *, Elastophene SP 2.2mm, Elastophene SP 3.0mm, Sopralene Flam 180 *, Sopralene Flam 180 2.7 mm *, Sopralene 180 SP 3.5 mm, Soprafix, Sopralene Flam 250 *, Sopralene 250 SP, Sopralene Flam 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 mm, 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 Ibs/sq: or applied in FM Adhesive or FM Adhesive (VOC) at a rate of 1.5 gal/sq. to sand surfaced base membrane. *Requires heat welded cap membrane. NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 26 of 39 Membrane: One layer of Elastophene Flam GR, Elastophene Flam UW GR, Elastophene Flam FR GR, Elastophene Flam LS FR GR, Elastophene Flam FR UW GR, Elastophene Flam FR+ GR, Elastophene Flam FR+ UW GR, Elastophene Flam HR FR GR, Elastophene Flam HS FR GR, Elastophene Flam HS FR UW GR, Elastophene Flam HP FR GR, So ralene 180 SP 3.5mm *, Soprafix*, Soprastar Flam, Sopralene Flam 180 GR o ralene Flam 180 FR Sopralene Flam 180 FR UW GR, Sopralene Flam 180 FR+ G opra ene SP *, Sopralene Flam 250 GR, Sopralene Flam 250 FR GR, Sopralene Flam 250 FR UW GR, Sopralene Flam 250 FR+ GR, Sopralene Flam 250 FR+ UW GR, Sopralene 350 SP *, Sopralene Flam 350 GR, Sopralene Flam 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 Inox or Sopralast Stainless Steel, heat welded. *Requires approved surfacing. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system Maximum Design v. -- Pressure: -60 psf (See General Limitation NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 27 of 39 Deck Type 6: Gypsum, Non - Insulated Deck Description: Poured Gypsum System Type E(5): Base sheet mechanically fastened All General and System Limitations apply. Primer: (Optional) Elastocol 400, 500, Elastocol 600c or AquaTac applied at a rate of 1 • gal/sq, to top surface of any base or ply sheet prior to application of next layer Base Layer: Elastophene Flam HP , Sopralene Flam 180 *,,Sopralene Flam 180 2.7mm *, Sopralene 180 SP 3.5mm, opr ralene Flam 250 *, Sopralene 250 SP, Sopralene Flam 350 *, Sopralene 350 SP, Elastophene HP, Elastophene 180 Sanded, Elastophene 180 PS *, Sopralene 180 Sanded, Sopralene 180 Sanded 3.5mm, Sopralene 180 PS *, Sopralene 250 Sanded, Sopralene 250 Sanded 3.5mm, Sopralene 250 PS *, Sopralene 250 PS 2.7mm *, Sopralene 350 Sanded or Sopralene 350 PS *, mechanically attached with 1.8" long Twin Loc-Nails spaced 6" o.c. in a min. 4" lap and 6" o.c. in two evenly spaced staggered rows in the field. *Requires heat welded ply or cap membrane. Ply Sheet: (Optional) One or more layers of Sopralene Flam Stick *, EPS Flam Stick *, Sopralene Stick, self- adhered to sand surfaced base membrane. Or Elastophene Flam *, Elastophene Flam FR *, Elastophene Flam 2.2 mm *, Elastophene Flam HS FR *, Elastophene Flam HR 3.0 mm *, Elastophene Flam HP *, Elastophene SP 22mm, Elastophene SP 3.0mtn, Sopralene Flan 180 *, Sopralene Flam 180 2.7 mm *, Sopralene 180 SP 3.5 mm, Soprafix, Sopralene Flam 250 *, Sopralene 250 SP, Sopralene Flam 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 nun, Elastophene HD, Elastophene HP; Elastophene PS*, Elastophene PS 3.0 *, Elastophene 180 Sanded, Elastophene 180 PS *; Sopralene 180 Sanded, Soptalene 180 Sanded 3.5 mm, 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 Ibs/sq. or applied in FM Adhesive or FM Adhesive,(VOC).:at a rate of.1.5 gal/sq. to.sandsurfaced base membrane. NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 37 of 39 Membrane: Surfacing: Maximum Design Pressure: 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 One layer of Elastophene Flam GR, Elastophene Flam UW GR, Elastophene Flam FR GR, Elastophene Flam LS FR GR, Elastophene Flam FR UW GR, Elastophene Flam FR+ GR, Elastophene Flam FR+ UW GR, Elastophene Flam HR FR GR, Elastophene Flam HS FR GR, Elastophene Flam HS FR UW GR, Elastophene Flam HP FR GR., Sopralene 180 SP 3.5mm *, Soprafix *, Soprastar Flam, Sopralene Flam 180 G o.ralene Flam 180 FRG' . opralene Flam 180 FR UW GR, Sopralene Flam 180 FR+ opralene 250 SP *, Sopralene Flam 250 GR, Sopralene Flam 250 FR GR, Sopralene Film 250 FR UW GR, Sopralene Flam 250 FR+ GR, Sopralene Flam 250 FR+ UW GR, Sopralene 350 SP *, Sopralene Flam 350 GR, Sopralene Flam 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 Inox 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 FRGR, 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.. or applied in FM Adhesive or FM Adhesive (VOC) at a rate of 1.5 gal/sq. to sand surfaced base or ply membrane. *Requires approved 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 coating listed in Table 4 above, or any Miami Dade approved coating system -60 psf (See General Limitation #7.) NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05 /08/08 Page 38 of 39 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Quadrat Drive Wadsworth, OH 44281 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. Thisproduct 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 Gypsum 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. This NOA revises NOA No. 04- 0927.03 and consists of pages 1 through 39. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 1 of 39 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS Gypsum -82.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions Specification Sopra -G 39" x 108' (3.5 ASTM D 4601 sq.) Modified Sopra -G 39" x 108' (3.5 ASTM D 4601 sq.) Sopraglass M 39" x 66' (2 sq.) ASTM D 5147 Sopraglass M GR 39" x 33' (1 sq.) ASTM D5147 Sopra BSHAvent Sopraglass 40 Sopraglass 100 Soprabase Sopra IV or VI Colvent TG 39" x 49' (1.5 sq.) 39" x 82' (2.5 sq) 39" x 66' (2 sq.) 39" x 99': (3 sq.) 36" x 180' (5 sq.) 39 "x49' (1.5 sq.) ASTM D 1970 ASTM D 4601 Type I ASTM D 4601 ASTM D 6164 ASTM D 2178 Type IV or VI ASTM D 6163 Product Description Fiberglass reinforced oxidized asphalt base sheet . for bonding or mechanically attaching to substrate. Fiberglass reinforced modified asphalt base sheet for bonding or mechanically attaching to substrate: Fiberglass reinforced modified bitumen base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen base sheet with a mineral granular top surface. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with self adhering round areas on back side and a sanded top side. Fiberglass reinforced oxidized asphalt base sheet for bonding, mechanically attaching or ribbon • stripping to substrate: Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. Oxidized asphalt, polyester; reinforced base sheets. Primarily used as a mechanically attached anchor sheet. Applied in hot asphalt, coldadhesive or ribbon stripped. Type IV or VI, fiberglass reinforced, smooth surfaced plysheet:. Sopra IV or VI are used in multi -ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied heat weldablestrips on back side. NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 2 of 39 Colvent SA 39" x 49' (15 sq.) ASTM D 6163 Colvent 180 TG 39" x 43' (1 sq.) ASTM D 6164 Colvent 180 SA 39" x 33' (1 sq.) ASTM D6164 Colvent 180 TG 39" x 33' (I sq.) ASTM D 6164 GR Colvent 180 SA 39" x 33' (1 sq.) ASTM D6164 GR Elastophene 39" x 49' (1.5 sq.) ASTM D 6163 Sanded, Elastophene FR Elastophene 39" x 33' (1 sq.) ASTM D 6163 Sanded 3.0 • Elastophene HD 39" x 33' (1: sq.) ASTM -D 6163 Elastophene HS 39" x 66' (2 sq.) ASTM D 6162 FR Elastophene 39" x 49' (1.5 sq.) ASTM D 6163 Sanded FR Elastophene HR 39" x 49' (1.5 sq.) ASTM D 6163 Elastophene HR 39" x 49' (1.5 sq.) ASTM D 6163 FR Elastophene HP 39" x 66' (2 sq.). ASTM D 5147 Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied self- adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self- adhering strips on back side Polyester reinforced, modified bitumen . membrane with 1" wide factory applied heat weld strips on back side, and a mineral granular top surface. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side and a mineral granular top surface. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold • adhesive or ribbon stripping. Fiberglass reinforced modified•bitumen membrane: sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants and sanded on both sides: Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass scrim reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive orribbon stripping. Fiberglass scrim reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass/non- woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 3 of 39 Elastophene PS, 39" x 49' (1.5 sq,) ASTM D 6163 Glass reinforced modified bitumen membrane Elastophene PS 3.0 with a plastic burn-off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive gr ribbon stripping. Elastophene SP 39" x 49' (1.5 sq.) ASTM D 6163• Glass reinforced modified bitumen membrane 2.2mm with a plastic burn-off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic bum -off film). Elastophene SP 39" x 49' (1 sq.) ASTM D 6163 Glass reinforced modified bitumen membrane 3.0mm with a plastic burn-offfilm on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic burn-off film). Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn-off film, Applied by heat welding. Elastophene Flam 39" x 49' (1.5 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen 2.2 membrane covered on both sides with a plastic burn -off film. Applied by heat welding, Elastophene Flam 39" x 33' (1 sq.) ASTM D6162 Woven fiberglass/polyester composite reinforced HS FR modified bitumen membrane with fire retardants and plastic burn -off film on both sides. Applied by heat welding. Elastophene Flam 39" x 66' (2 sq.) ASTM D 5147 Fiberglass/non -woven polyester reinforced HP modified bitumen membrane with plastic burn- • off film on both sides. Applied by heat welding. Elastophene 180 39" x 49' (1.5 sq.) ASTM D 6164 Non -woven polyester reinforced modified Sanded bitumen membrane sanded on both sides. Applied • n hot asphalt, cold adhesive or ribbon stripping. Elastophene 180 39" x 49' (1.5 sq.) ASTM D 6164 Non -woven polyester reinforced modified PS bitumen membrane with a sanded bottom and a plastic burn - off film on the top, used as a base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene GR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen membrane with fire retardants, sanded on the bottom :and mineral granules on the top. Applied • in hot asphalt, cold adhesive or ribbon stripping. Elastophene FR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen OR or FR+ GR, membrane with fire retardants, sanded on the Elastophene LS FR bottom and mineral granules on the top. Applied GR in hot asphalt, cold adhesive or ribbon stripping. Elastophene HR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen FR GR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 4 of 39 Elastophene HS 39" x 33' (1 sq.) ASTM D 6162 Woven fiberglass /polyester composite reinforced FR GR modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or • ribbon stripping. Elastophene HP 39" x 33' (1 sq.) ASTM D 5147 Fiberglass/non -woven polyester reinforced • FR GR modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen GR membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen FR GR or FR+ membrane with fire retardants a plastic burn -off GR, Elastophene film on the bottom and mineral granules on the • Flam LS FR GR top. Applied by heat welding. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen HR FR GR membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Elastophene Flam 39" x 33' (1 sq.). ASTM D 6162 Woven fiberglass composite reinforced modified HS FR GR bitumen membrane with fire retardants, a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn- offfilm). Elastophene Flam 39" x 33' (1 sq.) ASTM D 5147 Fiberglass/non -woven polyester reinforced HP FR GR modified bitumen.membrane with fire retardants, a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralene 180, 250 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified or 350 39" x 26' (% sq.) bitumen membrane sanded on both sides, used as a base/ply /cap. Applied in hot asphalt, cold adhesive or ribbon stripping. Sopralene 180 SP 39" x 33' (1 sq.) ASTM D 6164 Non-woven polyester reinforced modified 3.5 mm bitumen membrane with a plastic bum-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Soprafix [S], [H], 39? x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. [F] and [X] NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 5 of 39 Soprafix 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with a 4 -inch or 5 -inch wide side lap with a plastic burn-off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Soprafix-e 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with a 5 -inch wide side lap with a self - adhering compound and release film and sanded on the bottom and top surfaces. Applied by mechanical attachment. Lap self - adhered or sealed with approved cold adhesive. Soprafix (X) 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with plastic burn-off film or sanded on the top and bottom surfaces and a 6- inch.wide side lap. Applied by heat welding. Sopralene Flam 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced SBS modified 180, 250 or 350 bitumen membrane, both sides covered with a plastic burn -off film, used as a base/ply. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralene 180, 250 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified or 350 GR or FR bitumen membrane with fire retardants a sanded GR bottom and a mineral granules top. Applied in hot asphalt, cold applied adhesive or ribbon stripping (after removal of plastic burn -off film). Sopralene Flam 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified 180, 250 or 350 bitumen membrane with a plastic burn-off film GR on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralene Flam 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced modified 180, 250 or 350 FR bitumen membrane with fire retardants a plastic GR or FR+ GR burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralene Flam 39" x 33' (1 sq) ASTM D6164 Non -woven polyester reinforced modified 180 2.7 min bitumen: membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Sopralast various ASTM D 6298 Fiberglass reinforced modified bitumen sheeting faced with aluminum, copper or stainless steel foil. Applied by heat welding of ribbon stripping (after removal of plastic burn -off film). Soprastar Flam 39" x 33' (1 sq) ASTM D6163 Fiberglass reinforced SBS modified bitumen membrane with a.plastic bum-off film on the bottom side and a reflective white top surface. Applied by heat welding. NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 6 of 39 Soprastar Stick UNILAY Sopralene Stick Sopralene Flam Stick EPS Flam Stick Colphene 1500 Colphene FR GR, Colphene GR Colphene HR FR GR Lastobond S Lastobond Shield Lastobond Shield HT Lastobond Shield- Lastobond Shield - HT RW Sopratape 606 Sopramastic 200 Elastocol 400, 500 and 600c Sopracolle "E" ALSAN Flashinem ALSAN Polyfleece SBS Mastic SBS Elastic Cement • L..1. APPROVED 39" x 33' (1 sq) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 132' (4 sq.) 39 "x66' (2.1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 49' (1.5 sq.) various various various various 5" wide 17 oz. pouch or 10.4 oz cartridge various keg L25 gallon pail or 3.75 gallon pail 4", 8" or 39" wide by 50' long 10.4 oz tube 5 gallon pail ASTM D6163 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6163 ASTM D 1970 ASTM D 6163 ASTM D 6163 ASTM D 1970 ASTM D 1970 ASTM D 1970 ASTM D 1970 Fiberglass reinforced SBS modified bitumen membrane with a release film covered self - adhering bottom side and a reflective white top surface. Non -woven polyester reinforced modified bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment, heat welding or ribbon stripping (after removal of plastic burn -off film). Self adhered, polyester reinforced membrane with a release film on the bottom and a sanded top. Self adhered, polyester reinforced membrane with a release film on the bottom and a plastic burn -off film on the top. Self adhered, film surfaced, glass mat/glass grid reinforced membrane with a•release film on the bottom and a plastic burn -off film on the top. Self adhered, non - reinforced membranes used as a vapor retarder. Self adhered, granule surfaced, fiberglass reinforced membranes. Self adhered, granule surfaced, fiberglass scrim reinforced membranes. Self- adhered underlayment membrane. Self - adhering underlayment membrane. Self - adhering underlayment membrane. Self - adhering underlayment membrane. ASTM D 1970 Self - adhering underlayment membrane. Bituminous tape for sealing of side and head laps. Caulking compound. ASTM D 41 Asphalt primers. Cold - applied adhesive used to bond membrane to prepared substrates or to other membranes. One part polyurethane/bitumen resin, moisture cure compound. Non -woven polyester reinforcement used in the ALSAN Flashing system. Plasticized rubber/biturrien mastic compound. Elastomeric bitumen based mastic compound. NOA No.: 07- 1217.05 Expiration .Date: 03/01/11 Approval Date: 05 /08/08 Page 7 of 39 Soprawalk High Velocity® Insulation Adhesive II (HVIA-II) High Velocity® Insulation. Adhesive III (HVIA -III) FM Adhesive FM Adhesive Trowel Grade FM Adhesive (VOC) FM Adhesive (VOC) Trowel Grade High Velocity® Membrane Adhesive (HVMA) Sopraboard Granules 39" x 26' (3/4 sq) 3 gal pail 4 dual cartridges per carton 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail or 55 gallon drum various 5 gallon . pail or. Supersac Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and mineral granules on the top. Applied by hot asphalt, cold adhesive or ribbon stripping. Proprietary One part elastomeric urethane foam adhesive. Proprietary Two part elastomeric urethane foam adhesive. Proprietary Plastomeric bitumen based cold adhesive. Proprietary Plastomeric bitumen based cold adhesive.. Proprietary Elastomeric bitumen based cold adhesive. Proprietary Elastomeric bitumen based cold adhesive. Proprietary Polyurethane bitumen adhesive. Mineral fortified asphaltic cored coverboard between two layers of asphalt saturated fiberglass mat. Semi - ceramic coated colored granules. NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 8 of 39 APPROVED INSULATIONS: Product Name Apache Pyrox, Apache White Line, Apache Pyrox PSI -25, Apache White Line PSI -25 Apache Millox, Apache Millox -P ACFoam II, ACFoam .III ACFoam Composite FlintBoard ISO, FlintBoard ISO Cold FlintBoard ISO Plus Hytherm AP Hytherm Composite ISO 95 +, ISO 95+ (25psi) ISO 95+ Composite EnergyGuard ISO, EnergyGuard Ultra EnergyGuard Composite Extruded or Expanded Polystyrene Gypsum High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime, DensDeck Fireguard, DensDeck Prime Fireguard, DensDeck DuraGuard H- Shield H- Shield CG H- Shield -P, H- Shield -WF ENRGY -2 ENRGY-2 Plus, Composite, Fesco Foam ENRGY -3 ENRGY -3 Plus Multi -Max FA Thermaroof Composite UltraMax Multi -Max FA -3 Thermaroof Composite -3 SECUROCK® TABLE 2 Product Description Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polystyrene Insulation Gypsum board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanunate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite insulation board Gypsum board Manufacturer (With Current NOA) Apache Products Company Apache Products Company Atlas Energy Products Atlas Energy Products CertainTeed Corp. CertainTeed Corp. Dow Dow Firestone Firestone GAF GAF generic generic generic generic G -P Gypsum Corp. Hunter Panels, Inc. Hunter Panels, Inc. Hunter Panels, Inc. Johns Manville Johns Manville Johns Manville Johns Manville RMax RMax RMax RMax RMax US Gypsum NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval »ate: 05/08/0$ Page 9 of 39 APPROVED FASTENERS: Fastener Number Product Name 1. Tri -Fix Fastening System 2. #12, #14 & #15 Soprema Fasteners 3. Soprafix [XJ -EL #15 4. Soprafix Plates 5. Soprema Plates 6. Sopradisc 7. Soprema Isofast IF/IFT 8. Soprafix/Soprafast 9. UNILAY Plate 10. #12, #14 & #15 Dekfast Fastener 11. Omega Fastener 12. Dekfast Hex Plate 13. Dekfast Lock Plate 14. Twin Loc -Nails 15. FM -30, FM -45, FM-60, FM -90 Fasteners 16. OMG AccuTrac Plate 17. OMG 3" Standard Steel Plate 18. Olympic CR Base Ply Fasteners TABLE 3 Product Description Fastening system for base sheet attachment to lightweight concrete, gypsum or cementitious wood fiber decks. Fasteners for membrane or insulation attachment to wood, steel or concrete decks. Fasteners for membrane attachment to steel or concrete decks. AZ-55 Galvalume steel plate for use with the Soprafix system. Metal or plastic stress plates for use with Soprema Fasteners. Galvanized metal bearing plate used for side lap attachment of Soprafix system. AZ -50 Galvalume steel plate for use with the Soprafast System. Stress plates for membrane securement. Stress plates for Unilay membrane securement. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Base ply fastening systems for lightweight concrete, gypsum or cementitious wood fiber decks Base ply fastening systems for lightweight concrete decks Galvalume square stress plate Galvalume stress plate. Base ply fastening assembly Dimensions 3" diameter plate with various length fasteners 2" diameter 3" diameter 2" diameter 23/4" diameter 3" diameter 2 -3/8" diameter 27/$ "x3'A" 3 "x3'A" 3" square 3" round 3" square Manufacturer (With Current NOA) Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. SFS Intec SFS Intec SFS Intec SFS Intec ES Products, Inc. ES Products, Inc. OMG, Inc. • OMG, Inc. OMG, Inc. NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 10 of 39 APPROVED FASTENERS: Fastener Number Product Name 19. NTB Magnum 20. NTB Plate 21. Lite -Deck 22. Lite -Deck Plate 23. Olympic Fastener #12, #14 & #15 24. Olympic CD -10 TABLE 3 Product Description Glass reinforced Nylon insulation fastener for gypsum & CWF decks with barbs. Galvalume stress plate Insulation fastener for CWF and Gypsum decks. Galvalume stress plate Insulation fastener. Insulation fastener. 25. Olympic Fluted Nail Insulation fastener. 26. Olympic Standard 27. Olympic Plastic 28. Powerlite 29. Powerlite 30. Base -Lok Fasteners 31. Turbo Tube -Lok Fasteners 32. SFS Base -Lok Fasteners 33. Insul -Fixx Fastener 34. Isofast Fasteners 35. Extra Load Fasteners #15 Galvalume AZ50 steel plate Polypropylene stress plate Insulation fastener. Galvalume stress plate. Base sheet fastener for lightweight concrete, cwf and gypsum decks Base sheet fastener for lightweight concrete, cwf and gypsum decks Base sheet fastener for lightweight concrete, cwf and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Fasteners for membrane attachment to steel or concrete decks. Dimensions 3" round 3" round 3" round 3.25" round Manufacturer (With Current NOA) OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. Powers Fasteners, Inc. 3" round Powers Fasteners, 1.75" long with 3" dia. head 1.75" long with 2" dia. head 1.75" long with 3" dia. head Inc. Simplex Nails Simplex Nails SFS Intec, Inc. SFS Inter, Inc. SFS Inter, Inc. . SFS Intec, Inc. • NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 11 of 39 APPROVED FASTENERS: Fastener Number Product Name 36. Insul-Fixx S Plate 37. Insul -Fixx P Plate 38. Isofast Plate 39. ES -I Fastening Systems 40. #12, #14 & #15Dekfast Fastener 41. Omega Fastener 42. Dekfast Hex Plate • 43. DekFlat Lock Plate 44. Tru -Fast TL Fastener 45. Tru -Fast Fastener 46. Tru -Fast HD or EHD 47. Tru -Fast MP -3 48. Tru -Fast Metal 49. Tru -Fast Plastic . 50. ES Products Batten Bar - TL 51. OMG #12 52. OMG Polymer Batten Strip 53. OMG MAXLoad 54. Olympic Heavy Duty 55. Olympic ASAP 3P 56. Olympic ASAP 3S 57. Isofast IF2 58. Isofast IF/IG • TABLE 3 Product Description Galvalume AZ50 steel plate Polyethylene stress plate Square or oblong galvalume steel plates for use with Isofast fasteners Insulation fastening assembly with plate. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. • Insulation fastener for lightweight concrete, CWF and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polypropylene plate Batten bar Insulation fastener Modified polymer batten bar Insulation fastener Insulation fastener Pre - assembled insulation fastener and plastic plate Pre- assembled insulation fastener and steel plate Insulation fastener Galvalume AZ50 steel plate Dimensions 3" round 3" round Manufacturer (With Current NOA) SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. 3" round SFS Intec, Inc. 27/8 "x3'A" 3 "x3'A" 3" round 3" round 3" round 3" round 3" round 82 x 40 mm SFS Intec SFS Inter SFS Intec SFS Intec The Tru -Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. ES Products, Inc. OMG, Inc. OMG, Inc. OMG, Inc.. OMG, Inc. OMG, Inc. OMG, Inc. SFS Inter SFS Intec NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 12 of 39 APPROVED FASTENERS: Fastener Number Product Name 59. Isofast IFC/IW 60. #15 Dekfast HS 61. Galvalume Steel 3" Round Insulation Plate 62.' K -Fast Fastener 63. Dekfast Steel Batten Bar 64. Dekfast Coiled Batten Strip 65. Soprafix #14 PAS -2" SB Stress Plate 66. Soprema 3" Insulation Plate 67. Soprafix 2" —SB Stress Plate 68. Soprafix 2 -3/8" — SB Stress Plate 69. Soprafix (X) 2 -3/4" Stress Plate 70. Soprafix MBB -R 71. Soprema #12, #14, #15 Fastener 72. Soprema PAS #12 -3" Insulation Plate 73. Soprafix #21 -K Fastener 74. Tru -Fast DP 75. Tru -Fast SHD 76. Tru -Fast MPH -3 77. Tru -Fast MP -2000 78. Tru -Fast MPB -2000 79. Tru -Fast MPB -2400 80. Tru -Fast BB -18 Batten Bar TABLE 3 Product Description Galvalume AZ50 steel plate Insulation fastener Galvalume AZSO steel plate Insulation Fastener Galvalume AZ50 steel Batten bar Dimensions 70 x70 mm 3" round Pre - assembled plate and fastener 2" diameter Stress plate Stress plate Stress plate Stress plate Metal Batten Bar Insulation and membrane fasteners Pre - assembled plate and fastener Insulation and membrane fastener Insulation fastener for Wood, steel and concrete In's'ulation fastener for wood, steel and concrete Galvalume AZ50 steel plate Galvalume AZ55 steel batten bar 3" diameter 2" diameter 2 -3/8" diameter 2 -3/4" diameter 3" diameter 3" round Manufacturer (With Current NOA) SFS Intec SFS Intec SFS Intec SFS Inter SFS Intec SFS Inter Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No.: 07- 1217.05 Expiration Date: 03/01 /11 Approval Date: 05/08/08 Page 13 of 39 APPROVED FASTENERS: Fastener Number Product Name 81. Tru -Fast BB -18 -R Batten Bar 82. Tru -Fast Twin -Loc Batten Bar TABLE 3 • Product Description Galvalume AZ55 steel batten bar with recessed holes Batten bar APPROVED SURFACING /COATING OPTIONS: TABLE 4 System Number 1. 2. 3. 4. Manufacturer Generic Generic Soprema_ Karnak Corporation 5. Soprema 6. Thermo Manufacturing Systems, LLC 7. United Coatings Manufacturing Company 8. Insulating Coatings Corporation 9. Henry Company 10. National Coating Application Dimensions Manufacturer (With Current NOA) The Tru -Fast Corp. The Tru -Fast Corp.. Gravel applied at 400 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. Slag applied at 300 lbs/sq., adhered with flood coat of asphalt at 60 lbs/sq. Gravel applied at 400 lbs/sq., adhered with FM Adhesive or FM Adhesive (VOC) at 4 gal/sq. Karnak #97 Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gal/sq. Cural Aluminizer applied at an application rate of 2 gal/sq. Super Prep Roof Coating applied in two coats at an application rate of 1.5 gal/sq/coat. Roof Mate Coating, applied in one base coat at a rate of 1.5 gal/sq, and one finish coat at a rate of 1.5 gal/sq. Astec 2000 Finish Coat applied in two base coats at a rate of 0.75 gal/sq /coat and two finish coats at a rate of 0.75 gal/sq/coat. • HE280DC White Elastomeric Roof Coating applied in two coats at an application rate of 1 gal/sq /coat. Acryshield® A500 applied in two coats at an application rate of 1 gal/sq/coat. . NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 14 of 39 EVIDENCE SUBMITTED: Test AeencvIIdentifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corp. Exterior Research & Design, LLC. ITS / Warnock Hersey IRT of S. Florida Name J.I. 1 W8A 1.AM J.I. 1Z3A6.AM J.I.2DOAO.AM FM Approval Guide 3017614 3025860 3026028 3023749 3029098 UL Roofing Materials and Systems Directory 10.9427 2491 -04.95 2003.02.97 -1 2003- 2.04:97 -1 2002.07.97 -1 2766.12.03 S6740.11.07 02 -017 02 -022 Report Wind Uplift Classification Wind Uplift Classification Wind Uplift Classification Uplift Classifications FM 4470 FM 4470 FM 4470 FM 4470 FM4470 File No. R11436 Fire Classification Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties ASTM D 5147 Physical Property Testing Wind Uplift Wind Uplift Date 07.15.93 04.27.95 08.15.97 Published Annually 02.27.06 04.17.06 05.25.06 09.28.06 10.25.07 Published Annually 10.27.94 01.04.95 02.15.97 04.15.97 08.15.97 12.01.03 11.02.07 05.27.93 04.22.02 06.07.02 NOA No.: 07- 1217.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 15 of 39 General Limitations: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq. • Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered. Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these. areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). . (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. 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. END . OF THIS ACCEPTANCE NOA No.: 07- 1211.05 Expiration Date: 03/01/11 Approval Date: 05/08/08 Page 39 of 39 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34 Ave Deerfield Beach, FL. 33442 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: Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 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 revises NOA #09- 0928.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Flat Profile Roofing Tiles Material: Concrete 1. SCOPE This is a new system using Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate, as manufactured by Hanson Roof Tile Inc. in Deerfield Beach, Florida and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Hanson Flat Tile 1 =1725" TAS 112 Flat, interlocking; concrete tile equipped with w = 13" two nail holes. For direct deck or battened nail-on, mortar or adhesive set applications. Hanson Slate 1= 1725" TAS 112 Flat, interlocking, concrete tile equipped with w =13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Chalet Shake 1 =17.25" TAS 112 Flat, interlocking, concrete tile equipped with w = 13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications: Hanson Southern 1 =1725" TAS 112 Flat, interlocking, concrete tile equipped with Shake w = 13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Victorian 1= 1725" TAS 112 Flat, interlocking, concrete tile equipped with Slate w =13" two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Asencv Test Identifier Test Name/Report Date IBA Consultants, Inc. 2381 -265 TAS 112 Feb. 2008 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) 94-084 Static Uplift Testing May 1994 TAS 101 (Mortar Set) The Center for Applied Engineering, Inc. NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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. Nutting Engineering 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. 94 -060A 25- 7094 -2 25 -7094-8 25 -7094-5 25- 7183 -6 25- 7183 -5 25 -7214-1 25 -7214-5 7161 -03 Appendix I1 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 13343.1 520109 -1 520111 -4 520191 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Quilt Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Qullk -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail-On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Two Patty Adhesive Set System March, 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 2006 Dec. 1998 March 1999 May 2006 May 2006 February 1996 April 1996 December 1996 March 1995 April 1999 NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 32 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 33. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck, applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -I (ft) Width -w (ft) Hanson FlatTile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 11.6 1.4375 1.08 Table 2: Aerodynamic Multipliers - A (ft3) Tile A (ft3) A (ft°) Profile Batten Application Direct Dec licatlon Hanson Flat Tile including Slate, Chalet Shake, 0.304 . 0 Southem Shake, and Victorian Slate Battens Direct Table 3: Restoring Moments due to Gravity - M, (ft lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7":12" or greater Hanson Flat Tile including Slate, Chalet Shake, Southem Shake, and Victorian Slate Battens Direct Deck Battens Direct Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.48 7.53 8.25 7.46 ( NW 7.35 8.05 720 7.88 7.02 7.69 6.83 NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - M1 (ft Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 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 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mt (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Hanson Flat Tde including Slate, Chalet Shake, Southern Shake, and Victorian Slate Adhesive 31.3° 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Poiyfoam Product, Inc. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Single Patty Adhesive Set Systems The Profile Tile Profile Tile Applic`a Minimum Attachment r.i v Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate PoIyProl" iit PolyPro"" 40.4° 4 Large paddy placement of 45 grams of PolyProTm. 5 Medium paddy placement of 24 grams of PolyPron'. Table 7: Attachment Resistance Expressed as a Moment - Mr(ft -Ibf) for Mortar or Adhesive Set Systems The Profile Tile Application Attachment Resistance Hanson Flat Tile including Slate, Chalet Shake, Southem Shake, and Victorian Slate Mortar Sets 43.9 6 Tile -Tde Roof Tile Mortar. NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 5 of 8 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement "Miami -Dade County Product Control Approved ". • • ••• • • •N• ••• • • • •• ••• •• • • ••• • AND /OR 00000 ••N• _ 0.2 •N• . • _ ••� • • • • • . •••• ••• • • HANSON FLAT TILE INCLUDING SLATE, CHALET SHAKE, SOUTHERN SHAKE, AND VICTORIAN SLATE (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS copies of the following: 6.1 Application for building permit shall be accompanied by cop g: 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. NOA No.: 10-0706.08 Expiration Date: 04 /10/13 Approval Date: 09/15/10 Page 6 of 8 PROFILE DRAWINGS HANSON SLATE TILE CHALET SHAKE TILE NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 7 of 8 SOUTHERN SHARE VICTORIAN SLATE END OF THIS ACCEPTANCE NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 8 of 8 MIAMI•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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® 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 JSrge 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: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane 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® AH160 Dimensions Test Specifications N/A TAS 101 Foamproo RTF1000 N/A ProPack® 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs. /ft' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 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 values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 2 of 7 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® 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. �F' W F= ! 2' MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 INSTALLATION: 1. Polypro® A11160 maybe 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 the 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® AII160 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. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) 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 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 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 TESTING APPLICATION STANDARD (TAS) 105 -98 APPENDIX A FLORIDA BUILDING CODE FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT Test Date: File #: January 14th, 2011 1021 -11 GENERAL INFORMATION Job Name: Wiegand Center at Barry University Job Address: 11300 NE 2"d Avenue Miami Shores, FL. 33161 Job Contact: Richard Sorren with RSI of Florida, Inc. TESTING AGENCY AND EQUIPMENT INFORMATION Note: The Undersigned representative agrees that all testing has been conducted and results have been reported in compliance with Florida Building Code TAS 105 or TAS 105 A. Testing Agency Name: A. Tomassi Roof Testing, Inc. Address: 5451 NW 24th Street, Suite # 3 Margate, Florida 33063 Telephone: (954) 979 - 1180 Fax: (954) 979 - 1182 Lab Contact: Anthony Tomassi Report Review: Dominick Scarfo Title: Architect, AR0010248 Signature: Test Apparatus: Tru — Fast PT - 1000 Dade County Certified Testing Agency # 07- 0720.04 Revises # 03- 0317.03 Page - 1 Building and Roof System Information Area = # 1 (Sloped Root) Ridge Height = 36' approx. Mean Height = 31' approx (Sloped Roof) Eave Height = 26' approx. Length = 354' approx. Second largest dimension = 67' approx. Total roof area = 16,588 square feet approx. Perimeter Area = 10,104 square feet approx. Area = # 2 (Flat Roof) Height = 36' Ht. approx. Length = 310' approx. Second largest dimension = 23' approx. Total roof area = 7,130 square feet approx. Perimeter Area = 1,998 square feet approx. Area = # 3 (North Entrance Flat Roof) Height = 24' Ht. approx. Length = 86' approx. Second largest dimension = 65' approx. Total roof area = 4,200 square feet approx. Perimeter Area = 1,482 square feet approx. See Attached Roof drawing For Locating Designated Roof Areas Page 2 FASTENER INSTALLATION INFORMATION: Is the fastener a self — driller ? No If `yes' list the type of tool used for installation: NA Speed of Tool NA rpm's TEST INFORMATION: Number of Tests Conducted: n = 36 * See Section 7 of Dade County PA 105 or PA 105A * Note the locations of all tests on `Building Information' Detail # 2 Attached Page 3 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area # 1 (Sloped Roof) Component to be secured: Insulation Membrane Anchor or Base Sheet Wood Blocking Metal Profiles Fastener Type: Twin — Loc Nails MFGR. ES Deck Type: Gypsum Concrete Pre — Drilled No Drill Bit Size NA Hole Depth NA Sample No. Plan Identifier Initial Failure Load (Ibf) Field Test Area Perimeter Test Area Corner Test Area #1 same .350 X #2 350 X #3 320 X #4 300 X #5 250 X #6 375 X #7 325 X #8 375 X #9 300 X #10 375 X #11 325 X #12 325 X #13 275 X Page -4 ( Area # 1 Sloped Roof) STATISTICAL ANALYSIS Mean Failure Load: F = 326.54 lbf Sample Standard Deviation: Sf = 37.33 lbf Minimum Characteristic Resistance Force: F'= 245.19 lbf Area = # 1 (Sloped Roof) Notes: 1. Use the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined on FLORIDA BUILDING CODE TAS —117, Shall utilize the minimum characteristic force (F'), determined in compliance with section 8 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 195(A) 2. A safety factor of 2 to 1 shall be applied to laboratory testing, 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: Contractor removed Tile to facilitate fastener testing. ROOF AREA = # 1 Sloped Roof) Insert Building and Parapet Heights. NA If no Parapet exists, insert ( "NIA ") 36' Ridge Ht. Approx. 26' Eave Ht. Approx. 31' Mean Ht. GROUND LEVEL • Building Information — Detail # 1 Page -5 (Area # 1 Sloped Roof) FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area # 2 (Flat Roof) Component to be secured: Insulation Membrane Anchor or Base Sheet Wood Blocking Metal Profiles Fastener Type: Twin — Loc Nails MFGR. ES Deck Type: Gypsum Concrete Pre — Drilled No Drill Bit Size NA Hole Depth NA Sample No. Plan Identifier Initial Failure Load (lbf) Field Test Area Perimeter Test Area Corner Test Area #1 same 200 X #2 200 X #3 150 X #4 250 X #5 200 X #6 210 X #7 175 X #8 200 X #9 225 X #10 200 X #11 200 X #12 210 X #13 225 X Page -4 a (Area # 2- Flat Roof) STATISTICAL ANALYSIS Area = # 2 (Flat Roof) Mean Failure Load: F = 203.46 lbf Sample Standard Deviation: Sf = 23.07 lbf Minimum Characteristic Resistance Force: F'= 153.19 lbf Notes: 4. Use the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined on FLORIDA BUILDING CODE TAS —117, Shall utilize the minimum characteristic force (F'), determined in compliance with section 8 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 195(A) 5. A safety factor of 2 to 1 shall be applied to laboratory testing_ 6. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: Flat Roof at top of Tile roof ROOF AREA = # 2 - Flat Roof Insert Building and Parapet Heights. < 3' If no Parapet exists, insert ( "N /A ") 36' GROUND LEVEL • Building Information — Detail # 1 Page -5 a (Area # 2 Flat Roof) FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area # 3 (North Entrance Flat Root) Component to be secured: Insulation Membrane Anchor or Base Sheet Wood Blocking Metal Profiles Fastener Type: Twin — Loc Nails MFGR. ES Deck Type: Gypsum Concrete Pre — Drilled No Drill Bit Size NA Hole Depth NA Sample No. Plan Identifier Initial Failure Load (lbfj Field Test Area Perimeter Test Area Corner Test Area #1 same 125 X #2 175 X #3 125 X #4 150 X #5 250 X #6 225 X #7 210 X #8 225 X #9 250 X #10 210 X Page -4 b (Area # 3- North Entrance Flat Roof) STATISTICAL ANALYSIS Area = # 3 (North Entrance Flat Roof) Mean Failure Load: F = 194.50 lbf Sample Standard Deviation: Sf = 45.30 lbf Minimum Characteristic Resistance Force: F'= 92.02 lbf Notes: 7. Use the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined on FLORIDA BUILDING CODE TAS —117, Shall utilize the minimum characteristic force (F'), determined in compliance with section 8 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 195(A) 8. A safety factor of 2 to 1 shall be applied to laboratory testing, 9. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: Flat Roof at North Entrance ROOF AREA = # 3 - Flat Roof at North Entrance Insert Building and Parapet Heights. < 3' If no Parapet exists, insert ( "N /A ") 24' GROUND LEVEL V Building Information — Detail # 1 Page -5 b (Area # 3 Flat Roof at North Entrance) 67' 23' 354' 310' T -6 22' T -5 22' ( Sloped Roof -Area # 1) T-4 T -3 T -2 T -1 T -7 22' 1 N 1 T -8 T -9 T -10 T -13 22' — T -11 Flat Roof Area # 3 North Entrance ..Concrete Deck ' T -5 1 T -10 too 52' 1 T -1 52' T-8 T-6 T -9 T-4 T -7 T -3 T -2 40' Dec _ 40' TAS —105 Test Locations All Dimensions are Approximate Project: = Fan = Curtain Wall = Expansion Joint Barry University — Wiegand Center 11300 NE 2nd Avenue Miami Shores, FL. 33161 ir N • / T -13 T -12 T -9 (Flat Roof Area # 2) T -11 T -10 T -8 T -7 T -6 T -5 T-4 T -3 T -2 T -1 T -7 22' 1 N 1 T -8 T -9 T -10 T -13 22' — T -11 Flat Roof Area # 3 North Entrance ..Concrete Deck ' T -5 1 T -10 too 52' 1 T -1 52' T-8 T-6 T -9 T-4 T -7 T -3 T -2 40' Dec _ 40' TAS —105 Test Locations All Dimensions are Approximate Project: = Fan = Curtain Wall = Expansion Joint Barry University — Wiegand Center 11300 NE 2nd Avenue Miami Shores, FL. 33161 Certificat f Ca bration KEELC -1 .:II 627 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists KIMBALL ELECTRONIC LABORATORY, INC 8081 W 21 LANE HIA : H, FL. 33016 D4scription: PULL TESTER Madt4facturer: TRUFAST Mode.!:Number. PT- 1.000 -TF Par'Number: PT-1000-IF Range: 0 -1000 LBS Serial 'Number. NIA Cyst merr I.D.: TF -06053 Cust. arcade: N/A Cu t. Dept.: N/A Specjlfications: MANUFACTURERS Cal Location: ON -SITE This Is ta.uartify that the•above4tated Instrument meets or exceeds all specifications as stated in the referenced procedure at the Points tested (unless otherwise noted).* has been Calibrated .using measurement standards traceable to the National Institute of Standards and Technology (NIST); or to NIST accepted intrinsic standards of measurement,: or derived bl, the ratio type of self calibration technlques. This calibration is in accordance with Kirnbal Electonic Laboratory, InaQuality Assurance Manual. KEL:Ps Quality system is A2LAAcC edited to ISO%IEC- 17.025:2005 and compliant with MIL- STD- 45682A and ANSI/NCSL.Z540.3 -2008. TURS when applicable are greater than or equal to 4 :1; with expanded uncertainti used to calculate the Test Uncertainty. Ratio, with a coverage factor of K =2 al a confidence level of approximately 95 %, unless otherwise noted. Any num • r of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. THIS U AIIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION: PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUI.RED Purchase Order # �� 51YSnti A. TOMASSI ROOF TESTING, INC. 5451 NW 24 STREET #3 MARGATE FL 33063 Gal Date: 25- Oct -10 Cal. Due Date: 25- Jan -11 CaI..Interval: 3 MONTHS Received: IN TOLERANCE Calibration Result: PASS Environmental Conditions: 78 DEG F / 62 % RH Perforrned By: YAIRON ALVAREZ Procedure: SYN55 Com.parhy ID. Description KIM001' KIM001. 7206 7042 dOtified by: /� App XAXRON Y/�\,,u4^C-1 l.- ` - Iiii•' �a �� y G� 3AVIER ALVAREZ 25— Oct -10 9:19:39 PM BALCEXRO 26— oct -10 9:19:57 PM This repot rhay not be reproduced, except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305- 822 -5792 - Toll Free: 800 - 393 -1094 - Fax: 305- 362 -3125 - Web: www.kelilabs.com op Su ,IRRiFt? i'rhryYF % �SAn TRANSISTOR DPM -3 DIGITAL PANEL TRANSISTOR LP -3K FORCE GAGE Last Cal. Cal. Due Date 04-Oct-10 31- Oct -11 04- Oct -10 31- Oct -11 ateve,s S..L".'•iA"�N§sdi g „Ti Roh r r �� •uM.o.H.zhe.�, I�•�c. Asbestos Business License # ZA0000218 Mold & Asbestos Surveys & Removal * Phase 1 Environmental Assessment * Air Monitoring & Analysis January 17, 2011 Barry University 11300 N.E. 2 Avenue Miami, Florida RE: Barry University Wiegand Building 11300 N.E. 2 Avenue Miami, Florida Dear Sir: Report # FL11- 055RAS Pursuant to your request and our agreement, ETS Environment, Inc. has performed an Asbestos Roof Survey on January 14, 2011 at the above referenced facility. SURVEY LIMITATIONS This inspection report is the result of a diligent search of the facility for asbestos containing roofing materials (ACRM). All analyzed samples were readily available to our surveyor. If in the course of a renovation or demolition activity, additional suspect materials become exposed, all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation(s) if necessary. The scope of this inspection to perform a survey of roof surfacing materials for suspect ACM. Therefore only roofing material was sampled and all other building material is NOT included in this inspection survey report. LABORATORY METHODS Each sample was returned to the laboratory at ETS Environment, Inc., logged, and stored for analysis. All analyses were performed using the Polarized Light Microscope (PLM) Method 40 CFR 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: • Eleven (11) random locations of roof system materials were chosen by our Certified Technician to secure as bulk samples for analysis. * Samples for asbestos analysis were taken on any visibly potential Asbestos Containing Materials (ACM). Samples were placed in plastic bags and labeled for further analysis. • All secured bulk samples were analyzed by Polarized Light Microscopy to verify asbestos content. * Preparation of final report 12334 73 COURT NORTH, ROYAL PALM BEACH, FL. 33412 (954)236 -0053 (561)333 -0624 FAX (561)333 -0684 SITE DESCRIPTION The flat roof of the building is a built -up bituminous roof with a granulated covered surface. There is a parapet wall along the perimeter of the roof. Flashing is present along the parapet walls. The sloped roof of the building is a tiled roof with a drip edge along the perimeter of the roof. The total roof area surveyed occupies approximately 26,718 ft2. CONCLUSIONS Based on our survey and bulk sample analysis, it was evident that NO asbestos fibers were found in any of the samples taken. CLOSING REMARKS 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 in the near future. Should you have any questions or comments, please do not hesitate to call. Respectfully submitted, ETS Environment, Inc. Dennis Emerson I.H. AHERA Inspector Certificate No. 144519 ZA # 0000218 I hereby certify that the Roof Asbestos Survey conducted on January 14, 2011, at Barry University, Wiegand Building, 11300 N.E. 2 Avenue, Miami, Florida, was performed by Dennis Emerson, an E.P.A. Accredited A.H.E.R.A. Inspector utilizing the Code of the Federal Regulation Standards, 40 C.F.R., Part 763, Subpart E, Section 763.80- 763.99 and the State Asbestos Regulations, Florida Statues 469.003. Reviewed by: Mme, F� / / ®a //0 Bruce Marchette, C.I.H. Date Florida Certified Licensed Asbestos Consultant No. IA0000041 ETS ENVIRONHENT, INC. 2 ETS Eimg404.1444, fil. BULK SAMPLE TRANSMITTAL FORM Client Name : Barry University Project Name : Report Number: Barry University Wiegand Building 11300 N.E. 2 Avenue Miami, Florida FL11- 055RAS Date Collected: 01/14/11 Sample # Location of Sample Description Condition Asbestos Flat Roof 1 Parapet Wall Flashing F.C. NAD 2 Parapet Wall Flashing F.C. NAD 3 Parapet Wall Flashing F.C. NAD 4 Field Membrane F.C. NAD 5 Field Membrane F.C. NAD 6 Field Membrane F.C. NAD 7 Field Membrane F.C. NAD 8 Field Membrane F.C. NAD Sloped Roof 9 Field Membrane F.C. NAD 10 Field Membrane F.C. NAD 11 Field Membrane F.C. NAD Sampled By: Dennis Emerson 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 Contrast M. Con. Moderate Contrast L. Con. Low Contrast 3 ETS E4t4"-.4s'e44, 12334 73 Court North W.P.B., Florida 33412 (954) 236 -0053 ANALYTICAL RESULTS Project : Barry University Lab Code : 049 Sample Number Anal. Init. Sample Item Description Asbestos Percentage & Type Identified Percentage & Type Non - Asbestos Fibers Percentage Non -Fiber Mat. 1 DKE Flashing NAD 3 -5 Fiberglass 7 -10 Cellulose 85 -90 Matrix 2 DKE Flashing NAD 3 -5 Fiberglass 7 -10 Cellulose 85 -90 Matrix 3 DKE Flashing NAD 3 -5 Fiberglass 7 -10 Cellulose 85 -90 Matrix 4 DKE Membrane NAD 12 -15 Fiberglass 13 -15 Cellulose 70 -75 Matrix 5 DKE Membrane NAD 12 -15 Fiberglass 13 -15 Cellulose 70 -75 Matrix 6 DKE Membrane NAD 12 -15 Fiberglass 13 -15 Cellulose 70 -75 Matrix 7 DKE Membrane NAD 12 -15 Fiberglass 13 -15 Cellulose 70 -75 Matrix 8 DKE Membrane NAD 12 -15 Fiberglass 13 -15 Cellulose 70 -75 Matrix 9 DKE Tile w /Base Sheet NAD 5 -7 Fiberglass 5 -8 Cellulose 85 -90 Matrix 10 DKE Tile w /Base Sheet NAD 5 -7 Fiberglass 5 -8 Cellulose 85 -90 Matrix 11 DKE Dennis Emersbn I.H. Microscopist galVtat 1.14411€4444/1 Mme., FL Tile w /Base Sheet NAD 5 -7 Fiberglass 5 -8 Cellulose 85 -90 Matrix ETS ENVIRONHENT, INC. N.A.D. = No Asbestos Detected 4 TGFU.R11436 - Roofing Systems TGFU.R11436 Roofing Systems Page Bottom Page 1 of 42 See General Information for Roofing Systems SOPREMA INC 310 QUADRAL DR WADSWORTH, OH 44281 USA Roofing Systems S'ee log Sr_ Z- r~ _ (0. C lif A gi1y 6•61 S € R11436 FLUID LIED C ' YSTEMS Class A Incline: 1 1. Deck: C -15/32 Insulatlon (Optional): - Polylsocyanurate, glass fiber, perlite, wood fiber, rockwool, any thickness, any combination, loose laid, mechanically fastened or adhered. Coverboard: - Minimum W thick Securock, DensDeck, DensDeck Prime, or DensDeck Duraguard mechanically fastened or adhered. Primer: - Aisan RS 276 Primer applied at the rate of 1.0 gallon per 100 ft2 (or 0.9 kg /m2). Base Coat: - Alsan RS 230 Field applied at the rate of 3.91 gallon per 100 ft2 (or 2.0 kg /m2). Reinforcement - While the base coat of Alsan RS 230 Is wet, a layer of non - woven, needled punched polyester reinforcement fabric (not weighing more than 115 gra /m2) Is applied and roped so that air bubbles are removed. Top Coat - Alsan RS 230 Field applied at the rate of 1.95 gallon per 100 ft2 (or 1.0 kg /m2). 2. Deck: C -15/32 Incline: 1 -1/2 Insulation (Optional): - Polylsocyanurate, glass fiber, perks, wood fiber, rockwool, any thkiness, any combination, loose laid, mechanically fastened or adhered. Coverboard: - Minimum 1/4' thick Securock, DensDeck, DensDeck Prime, or DensDeck DuraGuard mechanically fastened or adhered. Primer: - Alsan RS 276 Primer applied at the rate of 1.0 gallon per 100 ft2 (or 0.9 kg /m2). Base Coat: - Alsan RS 260 LO Reid applied at the rate of 3.91 gallon per 100 ft2 (or 2.0 kg /m2). Reinforcement - While the base coat of Alsan RS 260 LO Field Is wet, a layer of non - woven, needled punched polyester reinforcement fabric (not weighing more than 115 grs /m2) Is applied and rolled so that air bubbles are removed. Top Coat - Alsan RS 260 LO Field applied at the rate of 1.95 gallon per 100 ft2 (or 1.0 kg /m2). 3. Deck: NC Incline: 1 Primer: - Alsan RS 276 Primer applied at the rate of 1.0 gallon per 100 ft2 (or 0.9 kg /m2). Base Coat: - Aisan RS 230 Field applied at the rate of 3.91 gallon per 100 ft2 (or 2.0 kg /m2). Reinforcement - While the base coat of Alsan RS 230 Is wet, a layer of non-woven, needled punched polyester reinforcement fabric (not weighing more than 115 grs/m2) Is applied and roiled so that air bubbles are removed. Top Coat - Alsan RS 230 Field applied at the rate of 1.95 gallon per 100 ft2 (or 1.0 kg /m2). 4. Deck: NC Incline: Unlimited Base Coat: - One coat of "R'NOVA PLUS PEACH' applied at 1 to 2 gal /sq. Reinforcement(Optional): - One ply of polyester fabric at 3 oz/sq yd max, embedded Into the wet base coating. Midcoat Coat: - One coat of "R'NOVA PLUS PEACH' applied at 1 to 2 gal/sq. Top Coat - One coat of "R'NOVA PLUS WHITE' applied at 1 to 2 gal/sq. 5. Decic C -15/32 Incline: Unlimited Insulation: - Any UL Classified Insulation, any thickness. Barrier Board: - Minimum 1/4" United States Gypsum Co. SECUROCKTM Roof Board (Type FRX -G), G -P Gypsum DensDeck® or DensDeck Prime ®, mechanically fastened or adhered. Base Coat: - One coat of "R'NOVA PLUS PEACH' applied at 1 to 2 gal /sq. Relnforcement(Optional): - One ply of polyester fabric at 3 oz/sq yd max, embedded Into the wet base coating. http: / /database.ul. com/cgi- bin/XY V/template/LIS EXT /1 FRAME /showpage.html7name =T... 1 /17/2011 TGFU.R11436 - Roofing Systems Page 2 of 42 MIdcoat Coat: — One coat of "R'NOVA PLUS PEACH° applied at 1 to 2 gal /sq. Top Coat — One coat of "R'NOVA PLUS WHITE' applied at 1 to 2 gal/sq. 6. Decic NC Incline: 1/4 Insulation: — 4 in. Firestone 'ISO 95+GL', mechanically attached. Base Coat: — One coat of "R'NOVA PLUS PEACH' applied at 2 gal /sq. ReInforcement(Optional): — One ply of polyester fabric at 3 oz /sq yd max, embedded into the wet base coating. Midcoat Coat: — One coat of "R'NOVA PLUS PEACH' applied at 2 gal /sq. Top Coat — One coat of "R'NOVA PLUS WHITE' applied at 2 gal/s SINGLE PLY ROOFING SYSTEM (MODIFIED BITUMEN MEMBRANES) Unless otherwise indicated, 'Sopraboard' 1/8 In. or 3/16 In. may be used as a cover board over Insulation In the systems below. Unless otherwise indicated, the roof Insulation Is mechanically fastened, adhered with hot roofing asphalt or urethane Insulation adhesive. ' Elastophene Firm FR Granular," heat fused In place, Is an acceptable alternate to •Elastophene FR Granular,' adhered with hot roofing asphalt, in applicable Classifications. ' Modified Sopra -G' Is an acceptable alternate to 'Sopraglass 40, 'Sopraglass 100' and Type G2 base sheets in applicable Classifications on noncombustible roof decks. Unless otherwise indicated, 'SOPRACOLL E' or "FM Adhesive' - membrane cold adhesive may be used as an alternate to hot mopping asphalt in systems limited to inclines not exceeding 1 -1/2 in. to the horizontal ft. Unless otherwise indicated, 'COLPLY ADHESIVE BRUSH GRADE ", 'FM Adhesive (VOC)', 'Soprastar Adhesive' or' High Velocity Membrane Adhesive' cold membrane adhesive may be used as an alternate to hot mopping asphalt in systems limited to Inclines not exceeding 1/2 In. to the horizontal ft. Unless otherwise indicated SOPRACOLLE'E' modified asphalt hot mopping adhesive may be used as an alternate to hot mopping asphalt In systems limited to inclines not exceeding I In. to the horizontal ft. Unless otherwise indicated, on ail noncombustible deck systems vapor retarders or ply sheets are optional beneath roof Insulation on all systems. 'Type G3 fiberglass reinforced cap sheet may be used in lieu of the Type G2 base sheet specified below. ' Elastophene Flam HP' 1s an acceptable alternate to "Sopralene FIam180' In all applicable Classifications. 'Elastophene HP FR GR• In an acceptable alternate to 'Sopralene 180 FR GR' in all applicable Classifications. 'Eastophene Firm HP FR GR' G an acceptable alternate to Sopralene Ham 180 FRG• Only UL Classified roof insulation's (excluding polystyrenes) are to be utilized in the Insulated systems described below In any thickness or combination or as noted In Individual Classifications, mechanically Fastened or either adhered with hot roofing asphalt or UL Classified urethane Insulation adhesive. Any noncombustible deck Classification incorporating polyisocyanurate insulation may substitute the polylsocyanurate with EPS covered by a layer of 1/2 In. thick (min) wood fiber board or 3/41n. thick (min) perks board. One -half In. thick (min) gypsum board or 1/4 -In. thick (min) G -P Gypsum DensDeck® or DensDeck Prime® or Owens Corning 1 /4-in. thick (min) ' Strataguard', may be used In any existing noncombustible deck Classification. When this Is done, the resulting roofing system Is acceptable for use over combustible Os/3z In. min) roof decks (If used, EPS must be placed under the DensDeck®) or'Strataguard'.'The joints In the gypsum board and overlayment board are offset 6 -In. with the joints In the plywood deck. Unless otherwise indicated, a suitable alternate to membrane (cap sheet) surfacing (limited to Inclines not exceeding 2:12 In. to the horizontal ft) Is gravel or crushed stone at 400 Its /sq or slag at 300 Ibs /sq embedded Into hot roofing asphalt or concrete pavers, 10 Ib/sq min. Unless otherwise Indicated, "Elastophene Sand ▪ -n acceptable alternate for the first base sheet In any of the following Classifications. Unless otherwise Indicated respectively, limited to a 1 DensDeck Prime or Dens Dec 180", "Sop 'h:12 incline, and restricted Dec DuraGuard Is required r 180 Sanded' can be used In lieu of 'Soprastar Film' and 'Soprastar Sanded', non - combustible systems or combustible systems where W Securock, DensDeck, a barrier board. Unless otherwise Indicated, 'Soprastar 180 Stick can be used in lieu of 'Soprestar Stick', limited to 1:12 incline, and restricted to non - combustible systems or combustlbte systems where '/.' Securock, DensDeck, DensDeck Primer or DensDeck DuraGuard Is required as a barrier board. Unless otherwise Indicated acceptable membrane alternatives designated "Fla m" are always heat fused or torch applied materials while an other acceptable membrane alternatives are either adhered with hot rooting asphalt or membrane cold adhesive. 1 http: / /database.ul. com/cgi- bin /XYVftemplate/LISEXT/1 FRAME/showpage.html?name =T... 1/17/2011 TGFU.R11436 - Roofmg Systems Page 3 of 42 Membrane Listed Acceptable Alternatives "Sopralene 250 FRGR' 'Elastophene HP' or "Sopralene Flam 250 FRGR' 'Sopralast 50 TV Mu" 'Sopralast TV Copper, 'Sopralast 50 N' "Sopralest Stainless Steel," 'Sopralast Alu; 'Mammouth 40 TV Alu" or "Mammouth Alu Flam' 'Sopralast Alu" 'Sopralast Copper ,' 'Sopralast Stainless Steel" Product Listed Acceptable Alternatives Sopraboard Sopraboard1 /8, Sopraboard3/16, Sopraboard1 /4 Membrane Listed Acceptable Alternatives 'Elastophene Sanded" 'Elastophene Flam HR3.0 mm, 'Elastophene Flam; 'Elastophene PS' I'Elastophene Flam 2.5 mm' 'Elastophene PS; 'Elastophene HD, "Elastophene SP 3.0 mm," "Elastophene SP 2.2 mm, "Elastophene Sanded FR," 'Eastophene Flam FR," 'Eastophene HR Sanded,' "Elastophene Flam 2.2 mm; "Elastophene" 'Sanded 3.0' or "Elastophene PS 3.0 mm' I'Elastophene HR Sanded' 'Elastophene HS', 'Elastophene Flam HS", "Elastophene HS 62', "Elastophene HR 2.2 mm', "Elastophene Flam HR 2.2 mm' 'Elastophene HR 3.0 mm' 'Sopralene 180 Sanded" 'Sopralene Flam 180," "Sopralene 250 Sanded," 'Sopralene Flam 250," 'Sopralene 250 Sanded 3.5 mm', "Sopralene Ram 250 3.5 mm' 'Sopralene 180 3.5; "Sopralene 180 PS; 'Sopralene 180 PS 3.5' "Sopralene Flam 180 2.7 mm,' 'Sopralene 180 SP', http: / /database.ul.com/cgi- bin /XYV/ template /LISEXT /1 FRAME/showpage.html?name =T... 1/17/2011 TGFU.R11436 - Roofing Systems Page 4 of 42 +Limited to noncombustible decks Incorporating gypsum wallboard or G -P Gypsum DensDeck® 'Coigrip' Insulation may be used whenever Polyisocyanu ate Insulation is used. G -P Gypsum 'DensDeck Prime®' may be used as an alternate to G -P Gypsum DensDeck ®. Unless otherwise Indicated, when a noncombustible deck system Is insulated with a minimum 1 -1/2 In. thick polylsocyanurate Insulation, one or more layers of G1 or G2 may be mechanically fastened or hot asphalt attached directly to the roof deck without changing the Classification of the system. Unless otherwise Indicated, the use of a vapor retarder (not UL Classified) or ply sheet as a vapor retarder In a roofing assembly, either on combustible or noncombustible roof deck and beneath the roof Insulation, Ls acceptable and will not change the existing Classification for the system. The vapor barrier may be viewed as optional In all Classified roofing systems. Unless otherwise Indicated, the roof Insulation Is mechanically fastened, adhered with hot roofing asphalt or UL Classified urethane Insulation adhesive. 1 In. thick min. tongue and groove board Is a suitable alternate for 15/32 In. thick plywood decks with all joints blocked. Except for systems that do not Include Insulation within the Classification, the following systems may utilize any thickness of perllte, glass fiber, polyurethane, polylsocyanurate, combination polylsocyanurate /perlite or polyurethane /parkas Insulation hot mopped or mechanically fastened. Woof fiber Insulation Is a suitable substitute for all Insulations on noncombustible dedm only. References to polyisocyanurate Insulation may include 'M- Shield','Tapered M- Shleld','M- Shield -CG or 'Tapered M- Shield -CG. http: / /database.ul. com/cgi- bin /XY V/template/LIS EXT/ 1 FRAME/showpage.html?name =T... 1/17/2011 °Sopralene 180 SP 3.0 mm° 'Sopralene 250 SPA - Sopralens 250 PS' or 'Sopralene 250 PS 2.7' 'Sopralene 350 Sanded' 'Sopralene Flam 350', 'Sopralene 350 PS', 'Sopralene 350 SP' I'Elastophene 180 Sanded" "Elastophene 180 PS' or 'Elastophene 180 SP' - Sopralene 180 Sanded 2.2 mm' "Elastophene FR GR 'Elastophene FR GR HD, 'Elastophene HR FR GR,' 'Elastophene Flam FR GR' or 'Elastophene Flam HR FR GR' 'Sopraflx' 'Sopraflx (X) 3.5 mm' - Colvent SA' ' Colvent Flam SA' " Colvent TG' " Colvent Flam TG' Membrane Listed Acceptable Alternatives+ 'Elastophene Sanded FR" 'Elastophene HS FR', 'Elastophene HR FR', 'Elastophene Ram HR FR' 'Elastophene Flam FR' 'Elastophene Flam HS FR' 'Elastophene FR GR "Elastophene HS FR GR' 'Elastophene Flam FR GR' 'Elastophene Flam HS FR' 'Elastophene GR' 'Elastophene LS FR GR' 'Elastophene Flam GR' 'Elastophene Flam LS FR GR' +Limited to noncombustible decks Incorporating gypsum wallboard or G -P Gypsum DensDeck® 'Coigrip' Insulation may be used whenever Polyisocyanu ate Insulation is used. G -P Gypsum 'DensDeck Prime®' may be used as an alternate to G -P Gypsum DensDeck ®. Unless otherwise Indicated, when a noncombustible deck system Is insulated with a minimum 1 -1/2 In. thick polylsocyanurate Insulation, one or more layers of G1 or G2 may be mechanically fastened or hot asphalt attached directly to the roof deck without changing the Classification of the system. Unless otherwise Indicated, the use of a vapor retarder (not UL Classified) or ply sheet as a vapor retarder In a roofing assembly, either on combustible or noncombustible roof deck and beneath the roof Insulation, Ls acceptable and will not change the existing Classification for the system. The vapor barrier may be viewed as optional In all Classified roofing systems. Unless otherwise Indicated, the roof Insulation Is mechanically fastened, adhered with hot roofing asphalt or UL Classified urethane Insulation adhesive. 1 In. thick min. tongue and groove board Is a suitable alternate for 15/32 In. thick plywood decks with all joints blocked. Except for systems that do not Include Insulation within the Classification, the following systems may utilize any thickness of perllte, glass fiber, polyurethane, polylsocyanurate, combination polylsocyanurate /perlite or polyurethane /parkas Insulation hot mopped or mechanically fastened. Woof fiber Insulation Is a suitable substitute for all Insulations on noncombustible dedm only. References to polyisocyanurate Insulation may include 'M- Shield','Tapered M- Shleld','M- Shield -CG or 'Tapered M- Shield -CG. http: / /database.ul. com/cgi- bin /XY V/template/LIS EXT/ 1 FRAME/showpage.html?name =T... 1/17/2011 TGFU.R11436 - Roofing Systems Page 5 of 42 Minimum y.' thick US Gypsum Securock® may be substituted for minimum y' Georgia - Pacific Dens -Deck® In all deck assemblies that do not have an Incline exceeding 3:12, and have a glass reinforced base sheet or glass reinforced base membrane directly over the Securock®. ' High Velocity Insulation Adhesive II', 'High Velocity Insulation Adhesive III', "High Velocity Insulation Adhesive PG or 'High Velocity Insulation Adhesive III \' Green\' may be used to adhere Insulation or barrier boards to the roof deck, or to adhere layers of Insulation together, in any noncombustible roof deck Classification. Unless otherwise Indicated, Insulation and base membranes adhered with hot asphalt or cold adhesive may be adhered with 'Magnesium Oxide Slurry' ('MOS') or 'MOS-A' ('Magnesium Oxide Slurry' mixed with cellulose) on all noncombustible deck classifications. MOS Is also referred to as ' Eco -Tlte' bonding agent. "Magnesium Oxide Slurry" ('MOS') is mixed at a rate of 1 bag 'MOS Component A °, 2 bags "MOS Component B' and 5 gallons of water. "MOS-A" consists of "MOS' mixed with 1 Ib. of cellulose. MOS is also referred to as'Eco- 'cite' bonding agent. Soprema Sopra-G may be substituted for 'Type G2' ply sheets In any of the below classifications. Soprema 'Supra IV' and "Sopra VI' may be substituted for "Type G1' ply sheets In any of the below classifications. Minimum 1' thick Soprema SopraRockTM DD, SopraRockTM DD Plus, Soprarock MDTM, or SoprarockTM MD Plus' may be substituted for any Insulation In any non - combustible deck classification. 1. Deck: NC Incline: 2 Insulation (Optional): — Polylsocyanurate, glass fiber, perilte, wood fiber, any thickness, mechanically fastened or adhered with hot ng asphalt. Sheet (Optional): — One or more plies Type G1 or G2, 'Sopraglass 40' or'Sopraglass 100; mechanically fastened or adhered with hot roo . g asphalt. Membra • — One or more plies 'Elastophene Sanded; 'Elastophene 180 Sanded; 'Sopralene 180 Sanded,' "Sopralene 250 Sanded," 'Sopralene 2 GR," 'Sopralene 350 Sanded,' 'Sopralene 350 GR", 'Sopralene 350 FR GR' or "Sopralene Flam 350 FR GR; heat fused or adhered with ho ng asphalt. Surfacing: — Gre or crushed stone at 400 Ibs /sq or slag at 300 Ibs/sq embedded into hot roofing asphalt, concrete pavers, 101b /sq/ft min or river bottom st .e at 1000 lb/sq. 2. Decic C -15/32 Incline: 2 Insulation (Optional): — Polylsocy • urate, glass fiber, perlite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Coat: — One or more plies Type G1 - G2, 'Sopraglass 40' or 'Sopraglass 100; mechanically fastened or adhered with hot roofing asphalt. Ply Sheet — One or more piles "Elastophene `- ded," 'Eastophene 180 Sanded' or 'Sopralene 180 Sanded,' adhered with hot roofing asphalt. Membrane: — 'Sopralene 180 Sanded' or'Sopralen - 250 Sanded," heat fused or adhered with hot roofing asphalt. Surfacing: — Gravel or crushed stone at 400 Ibs /sq or • at 300 lbs/sq embedded Into hot roofing asphalt concrete pavers, 101b /sq/ft min or river bottom stone at 1000 lbs/sq. 3. Decic C -15/32 Incline: 2 Insulation (Optional): — Polylsocyanurate, glass fiber, rock wool, peril Base Sheet (Optional): — One or more piles Types G1, G2,'Sopraglass hot asphalt Membrane: — One or more plies or combinations of the following membranes: "Sopralene 180 Sanded ; "Sopralene 250 Sanded," 'Sopralene 350 Sanded ," ' Sopra following cold applied adhesives at 1.5 gal/sq /ply: 'FM Adhesive (VOC)," 'FM Adhesive, 1'. Surfacing: — River bottom stone 0/4 to 1 -1/2 In.dla.) at 1000 lbs/sq or concrete pavers at nd wood fiberboard any combinations, any thickness. or'Sopraglass 100; mechanically fastened or adhered with hene Sanded ; "Elastophene 180 Sanded; e 350 GR; adhered with hot asphalt one of the 'High Velocity Membrane Adhesive' or'FMA -VOC- Ibs/sq spaced a max of vs In. apart. 4. Decic C -15/32 Incline: 2 Primer (Optional): —' Allan Primer HES" or'Alsan Primer H80 ", 200 -250 ft2 /gal. Base Coat: — ' Allan 310" or'Alsan 500', 2 gal /sq. Ply Sheet ( Optlonal): — One ply'Alsan PolyFleece' (not UL Classified) embedded Into the wet base coat. Top Coat — 'ALsan 310' or'Alsan 500", 2 gal /sq. Finishing Coat — 'Allan 310' or'Alsan 500', 2 gal/sq. Surfacing: — Concrete pavers, at 10 lb/ft2, or river bottom stone, at 1000 lb /sq. 5. Deck: C -15/32 Incline: 2 Primer (Optional): — 'Allan 2K Primer', 100 -150 ft2 /gal. http : / /database.ul. com/cgi- bin/XY V/template/LISEXT /1 FRAME /showpage.html7name =T... 1/17/2011 TGFU.R11436 - Roofmg Systems Base Coat: — "Pisan 2K ZERO *, 3 gal /sq. Ply Sheet (Optional): — One ply "Allan PolyFleece" (not UL Classified) embedded Into the wet base coat Top Coat — " Allan 2K ZERO ", 2 gal /sq. Surfacing: — Concrete pavers, at 10 ib/ft2, or river bottom stone, at 1000 lb/sq. 6. Deck: NC Incline: 2 Page 6 of 42 Membrane: — One or two applications of "Sopraseal H Hot Rubberized Asphalt" modified asph . as a hot fluid at 3mm (1/8 In.) Thickness when cooled. Apply one of the following: 6 mil polyethylene film, "Sopraboard' "to the wa asphalt. Surfacing: — Crushed stone, river bottom stone (3/4 to 1 -3/4 In. dia.) at 9001bs./sq. concrete blocks, 10 lbs. /sq. ft. min., spread not more than 1/8 In. apart. 7. Decic NC Incline: 3 Base Sheet — Sopra G', Sopra IV", " Sopra VI , "Modified • - G, mechanically fastened or hot mopped. May use "Modified BUR Asphalt. Insulation (Optional): — Perlite or glass fiber, any ckness, mechanically fastened or hot mopped. May use "Modified BUR Asphalt". Ply Sheets: — One or more layers " Sopra G, " - ]V" or " Sopra VT, Surfacing: — Gravel or crushed stone at 400 /sq or slag at 300 Ibs/sq embedded In a flood coat of hot roofing asphalt. 8. Decic C -15/32 Incline: 2 Primer (Optional): — n TraFlk HP 510 Zero', 0.3 to 0.4 gal /sq. Base Coat: — "Atsan - - Fik HP 520', 1.7 to 2 gal /sq. Middle Coat (Op • nal): — " Allan TraFik HP 530', 0.8 to 1 gal /sq. and optional 35 to 50 Ibs/sq. quartz aggregate broadcast and back - rolled Into the =t coat. Top Coat pttonal): — "Allan TraFlk HP 540', 0.7 to 1 gal /sq. Surfac. , — Concrete pavers, at 10 Ib/tt2, or river bottom stone, at 1000 lb/sq. 1. Decic NC Class A - Fully Adhered Incline: 3/4 Insulation (Optional): — Polylsocyanurate, glass fiber, rock wool, perllte, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet (Optional): — One or two plies Type G2, "Sopraglass 40' or "Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet — "Eiastophene Sanded; mechanically fastened or adhered with hot roofing asphalt. Membrane: — "Elastophene FR GR, adhered with hot roofing asphalt or "Elastophene Elam FR GR" heat fused in place. 2. Deleted. 3. Dec lc NC Incline: 3/4 Insulation (Optional): — Polylsocyanurate, glass fiber, rock wool, perilte, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt Base Sheet — Type G2, "Sopraglass 40" or "Sopraglass 100; mechanically fastened or adhered with hot roofing asphalt. Membrane: — 'Sopralene 180 Sanded' or " Sopralene 250 Sanded," heat fused or adhered with hot roofing asphalt. Surfacing: — "Cural" Aluminum Roof Coating at 2 gal/sq. 4. Deck: NC Incline: 3/4 Insulation (Optional): — Polylsocyanurate, glass fiber, rock wool, perltbe, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt Base Sheet — One or two plies Type G2, 'Sopraglass 40" or "Sopraglass 100; mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): — "Elastophene Sanded; adhered with hot roofing asphalt. Membrane: — "Elastophene FR GR," adhered with hot roofing asphalt or "Elastophene Flam FR GR," heat fused In place. 4a. Decic NC Incline: 1/2 Insulation (Optional): — Polylsocyanurate, glass fiber, rock wool, perilte, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt Base Sheet — One or two plies Type G2, "Sopraglass 40" or "Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): — "Elastophene Sanded," adhered with hot roofing asphalt. Membrane: — " Sopralene 180 FR GR', " Sopralene 180 FR GR 3.5 mm" or "Sopralers 250 FR GR," adhered with hot roofing asphalt or "Sopralene Flam 180 FR GR" , " Sopralene Flam 180 FR GR" or " Sopralene Firm 250 FR GR, heat fused In place. 5. Deck: C -15/32 Incline: 3/4 Insulation: — Polylsocyanurate, glass fiber, rock wool, aerate, 2 In. min, mechanically fastened or adhered with hot roofing asphalt. http : / /database.ul.com/cgi- bin /XYV/template/LISEXT /1 FRAME /showpage.html?name =T... 1/17/2011 TGFU.R11436 - Roofing Systems Page 10 of 42 Base Sheet (Optional): — One or more plies Types G1, G2, "Sopraglass 40" or "Sopraglass 100," In any combination, mechanically attached or adhered with hot mopping asphalt. Ply Membrane: — One or more piles 'Elastophene Sanded," "Elastophene 180 Sanded ". Ply Sheet — "Elastophene Sanded; "Elastophene 180 Sanded; "Elastophene PS, 'Elastophene 180 PS; "Sopraiene 180 Sanded ; "Sopralene 250 Sanded; "Sopralene 180 PS" or 'Sopralene 250 PS; adhered with hot roofing asphalt or mechanically attached or one ply "Elastophene Flam" or "Elastophene Flam 22," "Sopralene Flam 180' or "Sopralene Flam 250 ". Membrane: — One ply "Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm ", 'Sopralene 250 FR GR, adhered with hot roofing asphalt or "Sopralene Firm 180 FR GR', "Sopralene Flam 180 FR 3.5 mm', "Sopralene Flam 180 FR GR; "Sopralene Flam 250 FR GR," heat fused. 23. Deck: C -15/32 Incline: 1 Barrier Board: — Min 1/4 In. G -P Gypsum DensDeck ®, mechanically fastened with all joints staggered 6 -in. min from plywood joints. Insulation (Optional): — Polylsocyanurate, glass fiber, partite, wood fiber, any thickness, any combination, mechanically fastened or adhered with hot roofing asphalt. Base Sheet (Optional): — One or more plies Types G1, G2, "Sopraglass 40" or 'Sopraglass 100" in any combination, mechanically fastened or adhered with hot mopping asphalt. PIy Sheet — One or more piles "Elastophene Sanded,' "Elastophene PS; "Elastophene 180 PS," "Sopralene 180 Sanded' or "Sopralene 250 Sanded; "Sopralene 180 PS' or "Sopralene 250 PS" adhered with hot roofing asphalt or mechanically fastened or one or more plies of "Elastnphene Firm," "Mastophene Flam 2.2," "Sopralene Flam 180," "Sopralene Mem 250; heat fused. Membrane: — One ply "Bastophene 180 Sanded," "Sopralene 180 Sanded,' "Sopralene 250 Sanded,' "Sopralene 180 PS' or "Sopralene 250 PS ". Surfacing: — Gravel, embedded In a flood coat of 'Soprema SEES 'Sopracolle E" asphalt or hot mopping asphalt. Alternate surfacing are noted Membrane Listed SOPREMA Cap Sheets, not to exceed max slope listed In other Classifications. 24. Decic NC Incline: 3/4 Insulation (Optional): — UL Classified polylsocyanurate, glass fiber, rock wool, perlite, wood fiberboard, G -P Gypsum DensDeck ®, 1/4 In. min or Pittsburgh Corning "FOAMGLAS ; any combination, any thickness except as noted, mechanically fastened or adhered with hot roofing asphalt. NOTE: Classified base sheet below required when optional Insulation Is used. Base Sheet (Optional): — One or more plies Type G1, G2, "Sopraglass 40; 'Sopraglass 100," "Modified Sopra G; mechanically fastmred or adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies "Elastophene Sanded; mechanically fastened or adhered with hot roofing asphalt, or "Elastophene Flam; mechanically fastened or heat fused In place. Membrane: — "Elastophene FR GR adhered with hot roofing asphalt, or "Elastophene Flom FR GR," heat fused In place. 24a. Decic NC Incline: 1/2 Insulation (Optional): — UL Classified polylsocyanurate, glass fiber, rock wool, petite, wood fiberboard, G-P Gypsum DensDeck ®, 1/4 In. min or Pittsburgh Corning "FOAMGLAS ," any combination, any thickness except as noted, mechanically fastened or adhered with hot roofing asphalt. NOTE: Classified base sheet below required when optional Insulation Is used. Base Sheet (Optional): — One or more piles Type G1, G2, "Sopraglass 40," "soprzglass 100," 'Modified Sopra G,' mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies "Elastophene Sanded; "Etastophene 180 Sanded," 'Elastophene 180 PS; "Sopralene 180 Sanded , "Sopralene 250 Sanded," or "Soprabase S', mechanically fastened or adhered with hot roofing asphalt, or "Sopralene Flam 180, "Elastophene Flam; or "Soprabase TG', mechanically fastened or heat fused In place. Membrane: — "Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm ", "Sopralene 250 FR GR; adhered with hot roofing asphalt, or "Sopralene Fiem 180 FR GR; "Sopralene Flam 180 FR GR 3.5 mm' or "Sopralene Ram 250 FR GR," heat fused In place. 25. Deck: C -15/32 Incline: 3/4 Barrier Board: — Min 1/4 in. G -P Gypsum DensDeck ®, mechanically fastened with all joints staggered 6 -In. min from plywood joints. Insulation (Optional): — Polyisocyanurete, glass fiber, petite, wood fiber, any thickness, any combination, mechanically fastened or adhered with hot roofing asphalt. Base Sheet (Optional): — One or more plies Types G1, G2, "Sopraglass 40" or "Sopraglass 100," In any combination, mechanically attached or adhered with hot mopping asphalt. PIy Membrane: — One or more plies "Elastophene Sanded; Elastophene 180 Sanded'. Ply Sheet — 'Elastophene Sanded; "Elastophene 180 Sanded; "Elastophene Mam" or "Elastophene Flam 2.2; adhered with hot roofing asphalt or mechanically attached Membrane: — One ply "Elastophene FR GR," adhered with hot roofing asphalt or 'Elastophene Flam FR GR," heat fused. 26. Deleted. 27. Deleted. 28. Deleted. 29. Decic NC Incline: 1/2 Insulation (Optional): — UL Classified polylsocyanurate covered with UL Classified glass fiber, rock wool, perlite, wood fiberboard, G -P Gypsum DensDeck ®, US Gypsum Securock, 1/4 in. min or Pittsburgh Coming "FOAMGLAS," any combination, any thickness except as noted. Note: Classified base sheet or ply sheet required when optional Insulation O used, except on "FOAMGLAS ". Base Sheet (Optional): — One or more piles Type Gi, Type G2, "Sopraglass 40," "Soptaglass 100," "Modified Sopra G," mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): — One or more plies 'Elastophene Sanded,' "Elastophene 180 Sanded; 'Elastophene 180 PS," "Sopralene 180 Sanded , "Sopralene 250 Sanded; or "Soprabase 5", mechanically fastened or adhered with hot roofing asphalt, or "Sopralene Flam 180 °, "Elastophene Fiem; or "Soprabase TG ", mechanically fastened or heat fused in place. http: / /database.ul.com/cgi- bin /XYV/ template /LISEXT /1 FRAME /showpage.html?name =T... 1/17/2011 51191 11 P7onn A Miami Shores Village RIEcTowM n MAR252011 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. fir- 1 - 1 1- 3 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Phone #: 3 Address: 11300 City: CA S \+ a ne i State: t= L Zip: 33; 3 b' Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: w (ey—d QJ ;1�,� t 3`1° NE 2� AOC- City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: II-2- 13(v— D Is the Building Historically Designated: Yes NO )( Flood Zone: CONTRACTOR: Company Name: -k-S-1— 4 f-10,11‘ t1 L Phone#: 1 5-4 - 9 6 Address: 17 S O NW 1 411 City: Qualifier Name: S4�e� State: F Zip: 3 300'1 Phone #: TS —4 State Certification or Registration #: CC C 044 "9 L. Certificate of Competency #: Contact Phone#: L`4f Pi 3 -3 2,(®O Email Address: r k c1^ 4 r d r ®' "..' K o . DESIGNER: Architect /Engineer: /4 / �1 Value of Work for this Permit: $ Square/Linear Footage o Type of Work: DAddition DAlteration ❑New epair/Replace ❑Demolition Description of Work: ee t<- -( AC. r,,•. Lo 1 .4--o 7-4 P f S .S k 1' 1 P •.4- ✓.. j -3v tr�z cS l Yi 5-00 ,S-F ********* ** ***** ****** ********** ***��xx **p eees********* x��xa�a��x****** **** * *�x�xx�x��x ****�x *x�****** Submittal Fee $ Permit Fee $ .� J CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 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 FT.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTI.FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent T11 foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signatures- r_ � / , ,' �`" Contractor ,, The foregoing instrument was acknowledged before me this., pp Illt day ofLitiketirek, 20 It, by.76IM e 1 044141‘01 r4 who is personally known to me,,or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: vv, PAMELA S. ' EIER My Commiss if4s: MY COMMISSION it DD 824480 k; EXPIRES: October 27, 2012 9Pdk ` Bonded Thru Notary Public Under/tors **** ******* ****** ******sk******* a iae e******:k** k: k: k**** *+ k*+ k******M ****- k*aaek**Nr*Na**+ la***N: ***********+k**M*ek*+k***** APPROVED BY 37.24•1°- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D ( Steep Sloped Roof System) Rjsk -Y-etS il.t c w- KW 2 5 2011 BY: ... :'ye��o Roof System Manufacturer: s Notice of Acceptance Number: Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):. �(,, i d' , : 9 1 b' ,0- P3: 1 ¢ 7 1c 1.' i P2.`� q. � �- bob � Maximum Design Pressure (From the Product Approval Specific System): — /lZ,j (L_ *7 psi- Roof Slope: 3 : 12 Lldge Ventji/ Qn? Steep Sloped Flo • (System Description Deck type. GYPf ,, , Type Underiayment: SoP,rt \ Insulation: l a , 14. Fire Barrier: L u L 1_,54 Fastener Type & Spacing: 1 Mean Roof Height: 31 Miami Shores Village APPROVED BY 7Orv!ING DEPT C.(A II em �, 1 ri Fi x R I units Adhesive Type: ��II� AAture4 L� 14.1/JelA \ Type Cap Sheet S�r,,�ene `�Ut ) �® �R 612 Roof Covering: r 11 k type & Size Drip 124-0 Ala.., 2'.14 'Edge: iI i1 (;T TO COMPLIANCE WITH ALL FEDERAL 16.39 . r �'r) COUNTY RULES AND REGULATIONS fr- ernis4.1e,tri Cai S Fdelcl - i row .d1 lac ?"o` I n c eAl-er a C Sin ee r o L Perw.cNier— 5, n.G :I4 Cvfn cr l roe , 1A Le. a C., qr.. et Z... oAL 11De. ) 1r0,-4 1 c n S FLORIDA BUILDING CODE — BUILDING FROM THE DESK OF... RICHARD SORREN 1 SETTING THE STANDARD ...r‘?„,ven Ge l.\ 9Y4- -19, -32 JO° Deck Type 7: Recover Deck Description: wood/ steel /concrete /lightweight concrete/cementitious wood fi System Type E(2): Base sheet mechanically fastened. All General and System Limitations apply. Fire Barrier: (Optional) Tritex Rocroof, loose laid Base Sheet: One ply of Soprafix, Soprafix [S]*, Soprafix [X] - alene Flam 18 or Elastophene Flam 180 2.5 mm*, Sopralene Flam 250, fasten- . a e k as described below: *Require heat welded ply or cap membrane. Fastening #1: (wood, stee4 concrete) Attach base sheet using HD Insulfixx or SOP #14 fasteners with Soprafix 2" Round Barbed Plates spaced 18" o.c. in a 4" wide heat welded or bituminous taped seam. (Maximum Design Pressure -45 psf See General Limitat%n #9) Fastening #2: (wood, steel, concrete) Attach base sheet using HD Insulfixx S fastene spaced 24" o.c. in the center of the sheet. Laps are heat welded. Fastener row are stripped in with a 7" wide section of heat welded base sheet membrane. (Maximum Design Pressure - 45psfSee General Limitation #9) Fastening #3: (steeO (Excludes use of Elastophene Flam 180 2.5 mm as base sheet.) ttach base sheet using SFS #15 High Load Fasteners or Soprafix [X] -EL fasteners and 70 mm Round Plates or Soprafix 2" Round Barbed Plates spaced 12" o.c. ' a 5" wide heat welded lap. (Maximum Design Pressure —75 psf See General Limitation #9) Fastening #4: (lightweight concrete, cementitious wood fiber, gypsum) Attach base eet using TPR fasteners with Soprafix 2" Round Barbed Plates spaced 18" .c. in a 4" wide heat welded or bituminous taped seam. (Maximum Design Pressure —45 psf See General Limitation #9) Fastening #5: (lightweight concrete, cernentitious wood fiber, gypsum) Attach base eet using TPR fasteners with Soprafix 2" Round Barbed Plates spaced 24" .c. in the center of the sheet. Laps are heat welded. Fastener rows are stripped in with a 7" wide section of heat welded base sheet membrane. (Maximum Design Pressure -4S psf See General Limitation #9) (lightweight concrete, gypsum) (Excludes the use of Elastophene Flam 180 2.5 mm as base sheet) Attach base sheet using Tri -Fix Fasteners spaced 10' o.c. in a 5" lap. The side lap fastener row is encapsulated in the heat welded lap. (Maximum Design Pressure -4S psf -See General Limitation #7.) (gypsum) (Excludes the use of Elastophene Flam 180 2.5 mm as base sh t) Attach base sheet using ES Twin Loc -Nails spaced 9' o.c. in a 5" lap an 9" o.c. in one row in the center of the sheet. Laps are heat welded. Fastener ro s are stripped in with a 8" wide section of heat welded base sheet membrane. (Maximum Design Pressure -60 p,99 See General Limitation #7) (lightweight concrete, gypsum) (Excludes the use of Elastophene Flam 180 2.5 mm as base sheet) Attach base sheet asi gn Tri -Fixx Fast n rs 8pacsd 8" o c in a 5" lap and 8" o.c. in one r row. The side lap fastener row is encapsulated in the eat welded lap and the center row is stripped -in with a 8" wide strip f heat welded membrane. (Maximum Design Pressure —112.5 psf) See General Limitation #7) Fastening #6: Fastening #7: IFastening #8: NOA No.: 1 - 0408.06 Expiration Date: 03/01/16 Approval Date: 02/24/11 Pag 68 of 80 Fastening #9: (steel, concrete) (Excludes the use of Elastophene Flam 180 2.5 mm as sheet.) Attach base sheet using #14 Soprafix Fasteners and Soprafix 2" Barbed Plates spaced 12" o.c. in a 5" wide heat welded lap. (Maximum Design Pressure —60 psf — See General Limitation #7.) Note: Base sheet fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Ply Sheet: (Optional) One or more plies of Elastophene Flam *, Elastophene Flam 22*, Sopralene (180, 250 or 350) Flam *, or Sopralene (180, 250 or 350) SP, heat welded. Or One ply of Sopralene Flam Stick *, Sopralene Stick or EPS Flam Stick *, self adhered. (Note: Prime sanded surfaced Base Sheet.) *Requires heat welded cap membrane. Membrane: Elastophene SP 2.2mm *, Elastophene SP 3.0mm *, Elastophene Flam GR, Elastophene Flam FR GR or FR+ GR, Elastophene Flam LS FR GR, So - Flam, Sopralene (180, 250, 350) Flam G' op ne ., , 50) Flam FR GR or FR+ GR or Sopralast, ea welded Or Colphene FR GR, Colphene GR, Colphene HR FR GR self adhered. (Note: Prune sanded surfaced Base or Ply Sheet.) Or Soprastar Stick, self - adhered to Elastocol 600c primed sand surfaced base or ply membrane. *Requires approved Surfacing. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system. un Maximum Design Pressure: See Fastening Requirements above. NOA No. Expiration D Approval D 10- 0408.06 te: 03/01/16 te: 02/24/11 ase 69 of 80 Forensic Engineering Consultants, Inc. Project Name Project Address Deck Substrate Configuration Category Exposure Condition Building Type Wind Velocity (mph) Slope V Uplift Pressures qz Kz 52.757 0.989 Field Perimeter Comer BASE SHEET ATTACHMENT CALCULATIONS Barry University - Weigand Center - Sloped Roof 11300 NE 2 Avenue Miami Shores, FL - 33161 Gypsum, Recover Steep Slope 111 C Enclosed 146 Report No.: Mean Roof Height Roof Area (Approx.) Roof Width Perimeter Width Parapet Height Sloped Roof Type 3.0 Slope H 12.0 qz = 0.00256 KZ Krt Kd V21 P = Ka Kd V I GCp 1.00 0.85 146 1.15 -0.90 -1.70 -2.60 Pi -56.98 psf P2 -99.18 psf - 146.67 psf P3 Proposed System Product Approval No. System Design Pressure Fasteners Base Sheet Width Fastener Spacing in Fastener Spacing in ATRT -BS- 11.033 (Revised) 31.0 Feet 16588 Sq.Ft. 67.0 Feet 6.7 Feet 0.0 Feet Slope Angle° 14.04 qz (GCp - GC0) GCpo 0.18 Field 0.18 Perimeter 0.18 Comer Soprema Modified Bitumen Recover Roof System 10- 0408.06 (Page 68 of 80) Fastening # 8 -112.5 psf Soprema Tri -Fixx Fasteners 36 inches Side Lap Lap of Base Sheet 8 inches Field of Base Sheet 8 inches Min. Characteristic Resistance Force Fastener Spacing {(MCRF /P;) x 144} /Row Spacing No. of Rows of Fasteners 2 3 5 inches Net Width # Rows # Rows 31 inches 1 1 -96.88 lbf - 245.19 Ibf (MCRF from TAS -105 by ATRT) Field Fastener Spacing Perimeter Fastener Spacing Comer Fastener Spacing 15.80 9.07 6.14 RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field Perimeter Corner 1 row in the laps at 8 inches o.c. 1 row in the laps at 8 inches o.c. 1 row in the laps at 8 inches o.c. 23.69 13.61 9.20 4 31.59 18.15 12.27 1 row in the center of the sheet at 8" o.c. 1 row in the center of the sheet at 8" o.c. 2 rows in the center of the sheet at 8" o.c. 5 39.49 22.69 15.34 These calculations have been done in accordance with ASCE 7 -05, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. Verify that existing roof meets all FBC requirements to receive a recover roof, before installing new roof. Sincerely Forensic Engineering Consultants, Inc. R. N. Sailappan, P.E. 61221 Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, Inc. (CA # 8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830