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RF-11-887Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163290 Scheduled Inspection Date: August 18, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 64 NW 111 Street Miami Shores, FL 33168- Permit Number: RF -5 -11 -887 Project: <NONE> Contractor: BISCAYNE CONSTRUCTION Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1121360030380 Phone: 305 -688 -7663 Building Department Comments TEAR OFF EXISTING FLAT CEMENT TILE AND SBS ROOF AND INSTALL NEW BEMUDA FLAT CEMENT TILE AND NEW SBS ROOF INSULATED Passe `Ag 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- 159847. Provide renail affidavit and flashing must be sealed. NB August 17, 2011 For Inspections please call: (305)762 -4949 Page 34 of 46 RE: Permit # F 5- 1 / -Y17 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: /II INSPECTION AFFIDAVIT 4 I ® 71014 otaf 11, licensed as a (Contractor Engineer / Architect, (Print name and drde License Type) FS 468 Building Inspector License #: (7, Cam' ? C 96` On or about 6' 47/u , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at 69 PtAi G (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. `A.4\. ®ij Swom to and subscribed before me this ( . of — ♦ ` -- —.r► ,`µt �4s "tvN �srntrro o Notary Pubtic • State of Florida // / __ —_— •, MICortuNssionExpheaFeb12,2Q12 Notary Public, Sate of Florida at Larg h ' t ' -mlc Commtsston # DD 787738 ■ '' , ,,; � +gbNat tNotaryAssn.l *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # dearly shown malted on the deck for each inspection Revised on 5/21/2009 0. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159847 Permit Number: RF -5 -11 -887 Scheduled Inspection Date: August 10, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 64 NW 111 Street Miami Shores, FL 33168- Project: <NONE> Contractor: BISCAYNE CONSTRUCTION Permit Type: Roof Inspection Type: Work Classifica Tile Phone Number Parcel Number 1121360030380 Phone: 305 -688 -7663 Building Department Comments TEAR OFF EXISTING FLAT CEMENT TILE AND SBS ROOF AND INSTALL NEW BEMUDA FLAT CEMENT TILE AND NEW SBS ROOF INSULATED Inspector Comments Passed 4f,' fit,( Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 09, 2011 For Inspections please call: (305)762 -4949 Page 7 of 29 Lab Report No. S10 -1502 ORI Providing Solutions to the Roofing Industry CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTY ADDRESS: 64 NW 111 St. Miami Shores OWNER: CONTRACTOR: Biscayne Construction Co. Inc. TILE TYPE: Flat ATrACIIMENT: PolyfoamTM / Polyprorm Testing Equipment: Digital Chatillon DFIS 200 Test C.A. #: 26095 Lab Certificate: 09 -0715.02 PERMIT No: g f. • 5" I I ` i 1 ROOFING SQUARES: 15 ROOF PITCH :: 3:12 INSPECTOR INITIALS: AA TEST DATE: 8/3/11 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -9 Passed 10 -19 Passed 20 -29 Passed THIS ROOF HAS: PASSED l'1 FAILED flTHF. STATTC TTPT.TFT TN ACC.ORDANCF WTTN MTAMT -DAT)F COT TATTY TAR 1(M e..bv: Alberto Cardona, .E. -Lic #17138 -Lf -/l 10735 SW 216 Street 416 Miami, F133170 www.floridatec.net Tel: (305) 256 -4550 Fax (305) 256 -6833 CERTIFICATE Of ° _ 4., s ' TY INS MAMA OF = , fl09 ^,'c Y AWD CO, H. RIGHTS ..,.z NOT Tw�ly OR NEGATIVELY TIVELY 'fr MEM OR ALTER THE THE ATRIE OR x THE NOT CONSTITUTE A TRACT BETWEEN THE HOLDER. f Brown 6 Brown of Florida, Ina. r 1.01 Box Creek Rd 0 130 Ft. Lauderdale FL 33310 -5727 swum Phone :954- 776 -2222 Fax :954 -776 -4446 Z4/ia°aaCOYctruotip4 Co. Inc` 14Pt7b_- 'ide1333 ;4 6 RAfCO 44520 19704 CERTIFICATE NUMBER REVISION commis MAY °A�vr U of tortes ABOVE FaanE E GR9Mrasou hesteR NAM L10II888 OvAVAIA BY PAW R ,T TOAII'i'TO THE MIAS. aaRAL WARM A X cossuatomeamsaustsury GL0211268 mesas lawn 8 X ANY Aura i ALL ED AUTOS _.J &Agues Amos X HIRED AUTOS X , ISOLLOWNEDAOTOS ems amuommx mmmsts "° =cam= $ 50 000 MEDEXP iyam varam) $ 8�caluded PERSO1aL CCV MMMY 1 s 1, 00 0 Q00 s2 000 000 saosucTs.covatvsao s2 000 000 s1 000 000 X80171157 01/19/11 j01/19/12 OPoessir Ions =Assn morass IAttal/ACORO 909.A Remade emote.E nave space . rem :ERTIFICATE HOLDER r Miami Shores Village Department 00500 Miami Shores PL Avenue 138 CORD ?A ) MIAKISB Th ACO name ogo ate mw c4ACOR0 AN rights reserved. %.0 4' kt- o „g� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) )1/cQ y /Al/VMS/47 Phone # Owner's Address // 3 p /) ,/E-- 2 N.0 4--7/-e /// City ////R/if /. j600S State F71. Tenant/Lessee Name Zip 33 /b / Phone # Job Address (where the work is being done) &I/ /t % W ill S l a EET City Miami Shores Villase FOLIO / PARCEL # 136 - o, o County . Miami -Dade Zip 3 _ / t Is Building Historically Designated YES NO Contractor's Company Name iscay e L1/S2 ,,dill% GO• /~Phone # Contractor's Address 47 00 SCc,) ,3o STrOza City 2'40 e_ State FL- Zip 3.33 fa Qualifier Name kf) K) AL 0 A.. (id ti t i q Phone # 6506) 1(110 " 74! 3 State Certificate or Registration No. cC C 4 Certificate of Competency No. (0694ti a -7443 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # inear Footage Of Work: c ! ,a Ktepair/Rep1ace 1�3 Submittal Fee $ Notary $ Scanning $ Bond $ * ** * * * * ** * * * * ** ** * * * ** Fees************* * * ** * * * * ***** * * * * *** * * ** * ** **** Permit Fee $ 00‘3c) CCF $ CO /CC Training/Education Fee $ Structural Review. $ Radon $ DPBR $ Technology Fee $ Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State ,1A /1/4 Zip `v/ Moa Lefl; dern. 's Nr ie (if aplica�le) m /,9- Vortgage Leiier's Address y City 1 V r 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,,,, a reinspection fee will be charged. VG Signature Owner or Agent The foregoing instrument was acknowledged before me this C day of M116 , 20 1 by M ob.. '6304:12 1/ , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Y J. YAO My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * * * * * * * * * * ** Contractor The foregoing instrument was acknowledged before me this JQ day of Mil- , 20 I, by rt,'IIi L t , who is personally known to me or who has produced • as identification and who did take an oath. NOTARY PUBLIC: Si Print: My Commission Expires: *** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** MADLYN PESTRITTO Notary Public - State of Florida , -. 12, 2012 Commission # DD 757738 $aq „pN :o`er Bonded Through National Notary Assn. Plans Examiner Engineer Zoning NQTICE CFF COMMENCEMENT 111111111101111111111111111110 11111 UMW i A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO..` 1 2.I 3C --oo3 - 035o STATE OF FLORIDA: GOUNTY OF MIAMI -DADE: THE UNDERSIGNED. hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: CFN 2011R0338231 OR Bk 2769E Ps 1057; Ups) RECORDED 05/24/2011 11 :.24: 39 HARVEY RUVIH► CLERK OF COURT - MIAMI -DADE COUNTYr FLORIDA LAST PAGE 1041 ,vw /I/ 57 -2ee?' l&ot -0' 2. Description of improvement: ro' Rep 3. Owner(s) name and address: 311L// Iey g4,1% vas/ /13'O E zmd Interest in property: & £A'A -' .. /Do X7 Name and address of fee simple titleholder. 4. Contractor's name and address: 7,P .5te.) 3..73/ 5. Surety: (Payment bond required by ner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is ?:.,• X -4.1110% Signature •f Owner X Print Owner's Name RUC D I.DB Sworn to and subscribed before me this 1 Otk day of MAy Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 ,201.1 . Prepared by FF 'TA C) Address: /1 3 q0 k ir. 0. A /.00 44) l a %3311 TOOF FLORIDA, CIOU Y OF DADE 1 CER FYth8thisisatruecopyOtte VaffiESS my hand erat Mal Seat R 11 , CLERK, of 05/23/2011 16:16 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 17]001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1405 RECIPIENT ADDRESS 918779737663 DESTINATION ID ST. TIME 05/23 16:15 TIME USE 00'40 PAGES SENT 1 RESULT OK Permit No: 11 -ff7 Job Name 17X) , 2011 Miami Shares Viiiage Building Department //14 Build jng Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Permit No: 11 -j7 Job Name '3-`7o9-O ,2011 Miami Shores Vivage Building Department Buildjng Critique Sheet c ,IZ/24moo 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 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 Miami - -Dade My Hone JL' My.Home. "` - Shot' Me: Property Information Search By: Select Item Text only a Property Appraiser Tax Estimator I Property Appraiser Tax Comparison Summary Details: olio No.: i1 r ; i ro . .4 NW 111 ST ailing TARRY UNIVERSITY INC ddress: C/2 Floors: 11300 NE 2 AVE MIAMII Mn. Units: HORES FL d' S. Foota•e: 3161-6628 Property Information: 'timely Zone: 800 SINGLE FAMILY ESIDENCE and Value: x001 RESIDENTIAL - uildin. Value: INGLE FAMILY eds/Baths: C/2 Floors: 1 Mn. Units: 1 d' S. Foota•e: 1,811 Lot Size: 4,150 SQ FT ear Built: 1940 City: IAMI SHORES EXT PB Legal -40 LOT 6 BLK 220 • escription: OT SIZE 75.000 X 122 +R 13396 -0255 0887 1 • R 13396 -0255 0887 00 Assessment Information: axable Value Inf Year: 2010 2009 and Value: $50,143 105, uildin. Value: $140 035 149 7r arket Value: $190 178 ■kt.1yt.. ssessed Value: $190,178 axable Value Inf Year: 2010 2009 Applied Applied Taxing Authority: ExTaxaemption/ ble Exemption/ Taxable Value: Value: Regional: $190,178/$0$255,156 /$0 County: $190,178/$0 $255,156/$0 City: $190,178/$0$255,156 /$0 School Board: $190,178/$0 $255,156/$0 Sale Information: ale Date: ale Amount: ale O /R: /1987 480 000 9 ales ualification scri. ion: ales which are qualified Additional Information: Click here to see more information for this property: Community Development District Community Redevelopment Area Emnnwerment Zone • • Aerial Photography - 2009 • "•• Page 1 of 2 I•DADE Legend Property Boundary Selected Property Street Highway Miami -Dade ••Fpunty ..s.• • • • ;lister • • • ••• • • • • • • ••N • •• • • • ti •y• • -.;I • • • ••a!•• • S • •f,, I, • • •r• «•• { • • a. • ••• • • 'r • I• q • • ,4 er1 r •• It • • • •• • My Home I Prooertv Information I Property Taxes I My Neighborhood I Property Aooraiser Home I Usino Our Site I Phone Directory I Privacy D' I r l i sc a'm :X 112 ft •••• • • • •• • • • • • • • •• • • • •• • • • • • • • • • If you experience technical difficulties with the Property Informatio or wish to send us your comments, questions or suggestio please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http:// gisims2. miamidade .gov /myhome /propmap.asp 5/11/2011 Owner's Notification Form 07 • "Delei c3v -i rig Faeellestee nrr} Can '•: SECTION 1524 HIGH VELOCITY HURRICANE ZONES- REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the desi ul ated space indicates that the item has been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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. ►x= e2. Renailing wood decks: When replacing roofing, the existing wood roof fleck pay yg • • b renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurrcan• koneg,}ofttte Floridt, Building Code. (The roof deck is usually concealed prior to removing the existing rodf gfg'fem). • • • 3. Common roofs: Common roofs are those which have no visible delineatiefi 6�tweennmeighboririg • • • • units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofinl.ntractesend/or • owner should notify the occupants of adjacent units of roofing work to be performed. • • • • • • • • • • 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof ct 1 l i.g can'b6 "' viewed from below. The owner may wish to maintain the architectural appearance; the;gftige, roq ng nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of. • maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. 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Won •••• • • • •••• • • • • •• •• • • • • • • • • •. •. 1 3o* ASTM D 224, •••• • • • •• • • • •• • • • 01 • catiF Ad Pe xi 1 Payciks -r-L) -pi,Js I 1 s Novo islk/ Delp 123_01 -48 12/08 PAGE4 .0(10 411, • • • • 11277% CFA PI ')A K o.a:7 NOA �iIHU�i�!c''4!8 '+gar} 3917 n F WE (Po zig f1=7111111110)04,*(14 ,4,1 ;,, (Ai 8 9: _— = Fro: E COO 0: —. = F,2• gam®:_ d��e #isi9�t!1 N 'A F' ?"-4 -r- ---, is <cn z ,art ..spa 123_01 -48 12/08 PAGE 6 • • • • • • • • ® *IN a F RAS i Peer 1: * P - 132410 1.21/. S Pressure, Film the - •si ry NOA ?Sr 4i /4JT,gTP 04'■z) Hew Type: • Comer: =° on Lep, # ra ?F P, # Low wens= 1Q/3; Af ) Ye "1/ a Anchor/Sine Sheet F .y „o).; i- Py -gym 3 co ('PP`s bi' Perimeter Comer •••• • • •••• ••• �• • • • • K•••• de a *•• •• 111 Ply $OPleAIe11e 74 I& i -P'r tAwn._, So ; got* F4I6l� em;P el g P q INs v 4h 4®1149$1iest Py(e): /"Plr C0/1/417"7� • • • • • • • • • • • •• • • • • • •• uny f .a , . }: _, .., /47_, I -PI1 sA ?a84 '&R1/eae * fi am Foe. 15 E "2:Y3 Iave k6av 123_01-48 12/09 PAGE 3 • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 338 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Contfor • • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) %sip 47 the rid/ to:. have this product or material tested for quality assurance purposes. If this product or material AtiAto perfeurn: the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may itatiediately revoke, modify, or suspend the use of such product or material within their jurisdicticm. BORA taserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Divisimt that this or material fails to meet the requirements of the applicable building code. • • .":*. •8 • This product is approved as described herein, and has been designed to comply with the Floin.EildingCocte. including the High Velocity Hurricane Zone of the Florida Building Code. • • • DES ' I TION: Atlantis Shake & Slate 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. ATION 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 #07-1023.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tiger& ' - AFPRO','ED NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 1 of 7 • • • • • • • • • • • • • • • • • • • • R 1; PING ASSE y ll LY APPROVAL Category: Sub- Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESC TION Manufactured by Anplicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Dimensions I =16" w= 10" 1 '/" thick I = varies w = varies varying thickness 2.1 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. APPROVED Test Specifications TAS 112 TAS 112 • • • •• .• • • Product .... • • • ••• • • • •• • Descriiptioq • • Flat, interlocking, high presst Winded. • concrete shake and slate roottale.a4uippecl .... with two nail holes. For direct Clerk, mortar, • • or adhesive set applications.. • • Accessory trim, concrete roof piece for use..:. at hips, rakes, ridges and va11kteinainations. • Manufactured for each tile profile. • • • • Test Identifier Test Name/Report 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 2 of 7 Test enc 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. Professional Service Industries, Inc. 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. Walker Engineering, Inc. Nutting Engineerins Nutting Engineerins Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 TA S-112 T >'.t N ,P " ;'e/Revort Date Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 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 Aerodynamic Multiplier Moment of Gravity 25 -7094 25 -7496 • .Sept. 1999• • • • ••• • • • • • Oct. 1994 • • ••••Sept. 194••• •••• • • • •' • .117ec. 1 • • • :Mirth 1999• • • • • Qttober 2007 . • • •• • August 2007 . • February 1996 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 13343.1 April 1996 December 1996 March 1995 April 1999 April 1999 June 2007 March 2009 NOA No.: 09 -0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 3 of 7 • • • • • • • • • • • • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed unless stated otherwise by the underlayment perpendicular to the roof slope 3.6 This acceptance is for wood deck applications. Minimum deck requirements remeents shallebe in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations • •'. Table 1: Average Weight (W) and Dimensions (1 x w) • • Tile Profile Length -1(ft) •••• •.•• • • ..: X1:3 .... .. Table 2: Aerod Tile Profile Monier Lifetile Atlantis Shake & Slate Tile • • • n lc Multi ;tiers - ft3 X(ft) Batten A. • lication N/A • • • Ilcation • • • • 0.208 Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 5 ":12" 6 ":12" 7 " :12" or reater Direct • Deck. Direct Deck Battens Battens Direct Deck Direct Deck I"PPEO D NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 4 of 7 Table 4: Attach nt Resista Expres for Nail -On S =s Fastener Type Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Rin • Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1#8 Screw 1 -10d Smooth or Screw Shank Nail Field Cli 1 -10d Smooth or Screw Shank Nail Eave Cli• 2 -10d Smooth or Screw Shank Nails Field Ch. 2 -10d Smooth or Screw Shank Nails Eave Cfi • as a Moment - Mf (ft -Ibf) DI =t.:k (min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 Battens N/A N/A N/A N/A N/A N/A N/A N/A N/A • .. • Table 5: Attachment Resistance Expressed as a Moment Mf for Two Pa `. Adhesive Set S stems Tile Profile Tile Application Monier Lifetile Atlantis Shake & Slate Tile 1 Adhesive' See manufactures corn • • neat a y • oval for installation uirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Pol, oam Product, Inc. Avera• wei,,ht er .a, . 8 'rams. .... • .. • MinimurrNAtl achment Res 31.x' • • . • • • •• • Table 6A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Simile Pa , Adhesive Set S;rs s Tile Profile Tile Application Monier Lifetile Atlantis Shake & Slate Tile ... • • .. • • • • .. Minimum Attach Resistance Pol Prone Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar or Adhesive Set Systems Tile Tile Attachment Profile Appii on Resistance Mortar Set° 39.0 Monier Lifetile Atlantis Shake & Slate Tile 5 See ecitic mortar. manufacturers Notice of Acce °PROVED nce NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05t17/09 Page 5 of 7 5. L FLING 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". MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (POMPANO BEACH, FL PLANT) LOCATED UNDERNEATH TILE 6. 8 DING PE REQ I NTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 6 of 7 PROFILE DRAWINGS -,„ -:::--f:.--.,*--., -::::•:. .. "`"••:**-.. ''.... -.. -... ..• ,.. '.•;:-• ''..".... "••• '-.'" '-' -.. < -..,',... • •-• ".•• ' ' ••:.`":::,-,.., "*"..":".. ''..,.. ''-..:.7--.. ..."--•.„ ., ..<",..*:'"•::::';',...-.::',.. '',... "-",.. '',... *. ....,z., ,....:-.,.. ,........ -...,.....,.... 4-ei • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF S ACCEPTANCE NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 BUILDING AND NEIGH ;1 RHOOD COMPLIANCE DEPARTMENT (HNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 894 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.iniamiciade.eov/building/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County BNC - Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Co Section that this product or material fails to meet the requirements of the applicable buildipg cgde. °••••• This product is approved as described herein, and has been designed to comply with the Eh:110a Built* de including the High Velocity Hurricane Zone of the Florida Building Code. • • • • DES ' .1' TION: Polystick MTS, TU, TU Pius and TU P • • • • • • • • • • • • • • • • • • ELING: Each unit shall.bear a permanent label with the manufacturer's name or logabelystate following statement: "Miami-Dade County Product Control Approved", unless otherwise rigteclAerein. • " • • WAL of this NOA shall be considered after a renewal application has been filed and tiler ) has been no change in the applicable building code negatively affecting the performance of this product.° • • L'• • • TE ATION 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. 11 ADVERTISE -NT: 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#09-0806.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. (At /-'.PPROIED NOA No.: 11-0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 1 of 6 .0 • • • • • • • • • • ROOFING COMPONENT APPROVAL Category: Sub-Categoryl Material: PRODUCTS DESC Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR-Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Mainffacturing Location #1 #2 Polystick TU Plus underlayment (Facer of Membmne Labeled in Orange or Black Ink) Marnffacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Roofing Underlayment SBS APP Self-Adhering Modified Bitumen ION: Dime } o s Roll: 65'8" x 3'3-34 " 60 mils thick Roll: 65'8" x 80 mils thick and 67" x 36" 80 mils thick Roll: 32'10" x 100 mils thick Roll: 65'8" x 3'3-3/8" 80 mils thick Roll: 32'10" x 3'3-3/8" 130 mils thick Test SDecjfiw tion TAS 103 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 MANUFAcT G PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL (27'7_2 E•111/-"r•Z•11.11.tii Product Description A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A fine granular/sand top surface self- adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield andore flot roof tile underlayment. „ • „ •••• • • • • • • • • • • A heavy nuled mem:Vele:, Adhering,. AA' polymer modified, fiberglitn yr polyester „ reinforced, bituminous sheeteiliteriatftIntle as an underlayment in sloped roof assoenstiiss. Designed as a a roof tile esalerraymene • • • A non-wicking fabric sukaced,:self-atibesk, APP polymer modified, fiberglass reinforced with a hip,h strength polyear • „ „ • bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. A rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. NOA No.: 11-0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 2 of 6 E t 1 >ENCE SUBMITTED: Test - 4,, ; <..MT Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. INST s ATION PROCED Deck Type 1: Wood, non - insulated e Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. • Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" 6" • "� ' " p grid, 6 o.c. at a mini n�m� 4 head. . lap. (for base sheet only) • • Membrane: Polystick membranes self - adhered. ••••• • • Test Identifier #11756.04.011 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08-R1 PI 0870.04.09 PRI01111 PUSA-005 -02 -01 PUSA - 018 -02 -01 PUSA - 035 -02 -01 PUSA - 033 -02 -01 PUSA - 055 -02 -02 PUSA - 083 -02 -01 PUSA - 089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test N ,a ;= °'$snort TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM .D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 te 04/27/01 08/14/01 08/29/05 08t29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 • • •. •• Surfacing: None All nails in the deck shall be carefully checked for protruding h, • s. Re- fasten kV. hose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to applio tii,m. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the save, rolling the membrane to obtain'tnaxidi4wn • • contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum' of 3 -%" and end 1 shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance • 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. APPROVED NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 3 of 6 GENE:: L ATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, nonstructural metal roofing, roof tile systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, 1R-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR-Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlarnent for (direct-to-deck) tile assemblies shall T. follows: (See Table Below) • • •••• • • • Tile Profile Polystick MTS Polystick IB-Xe Polystick•TU, IV.. : •• • • • ••• EC in P • Prohibited without battens 5:12 d fitnilation• Profiled Tile Prohibited without baftens Prohibited Ndinfiitation. The above slope limitations can be exceeded only by using battens and counter battens•irraeordanEaohiti the Approved Tile System Notice of Acceptance and applicable Florida Building Code mein:arts. Polystick S shall not be , , ed in 4* ,, t-to-deck applications. Battens are required for both loading installation of tiles at all times. Flat Tile • • • • • • • • • • • • 10. Care should be taken during the loading procedure to keep foot traffic to a minimum ana'to ;void +Zipping of • • • • • tile directly on the underlayment Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. • 6 Roofing Tiles (6 Max. Per Mack) 12 NOA No.: 11-0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/1I Page 4 of 6 • GENE L TATIONS; (CONT ED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR-Xe, TU, TU Plus and TU may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR-Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, 1R-Xe, TU, TU Plus and TU P is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. ELING: . 1 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. BUILDING PE IT itEQU 11 TS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of AcceptEmce. •••• 2. Any other documents required by the Building Official or applicable building code hprcitir to prgi;ta% • • evaluate the installation of this materials. • • • • • • • • • • • • • POLYGIASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANFSt • • , • • • • •••• • • • 1. Polyglass does accept the direct application of Polystick underlayment membranesp•orood cLetk•• Installers are cautioned to refer to applicable local building codes prior to direct iteckinstallati'dh • • • • to ensure this is acceptable. Please also refer to applicable Product Data Sheets elf se: • • • • • corresponding products. • • • 2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvageedge sean: es • „ per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a • • • minimum 1" metal disk as required in Dade County or simplex type nail as Otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Preinium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule-Hide 241 Premium Modified Flashing Cement, Mule-Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. ,cirlz.]: -1k) AFpRourt-r.; NOA No.: 11-0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 5 of 6 • • • 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter-battens, as required by the tile manufacturers NOA 's, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 %"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation before loading of roofing tiles is Forty-Eight (48) Hours. 80 Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule-Hide 241 Premium Modified Flashing Cement, Mule-Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule-Hide 421 Mod Bit Flashing Adhesive Trowel Gri e mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area n,,4• ing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be, • „ • used where slope prohibits rolling. • • •••• • • 1L All approved substrates should be dry, clean and properly prepared, before any aptification o4"••:* • • • Polystick membranes commences. An approved substrate technical bulletin can raArnished upon request. It is recommended to refer to applicable building codes prior to installatioMp•verify • • acceptable substrates. • • •••• • 12. The Polyglass Miami-Dade Notice of Acceptance (NOA) approval for Polystick f•rieitIbianes aim PolyProtector UDL can be furnished upon request by our Technical Services Dewirlipt by „ calling 1 (800) 894-4563. • • • • • • • • 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Blystiels self- " • adhered underlayments. Warranty must be requested and registered by Polyglass trbe .• 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK . LOCAL BU LNG CODES REG LNG i ATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES Y SUPERSEDE POLYGLASS REQU I• AND r 0 1 I ) ATIONS. I APPRO E 0 I END OF THIS ACCEPTANCE NOA No.: 11-0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 6 of 6 BUILDING AND NEJGHLIROCJD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudr us Road Tomball, TX 77375 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786)315-2599 wwwmiamidade.. SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami- b • e County BNC Product Control Section 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 Section (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. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 Buildingeoxle including the High Velocity Hurricane Zone of the Florida Building Code. DE ' ' TION: Polypro® A11160 • • •••• • • • • • • • • • • • • • • • • • • GI Each unit shall bear a permanent label with the manufacturer's name or logo:Cili'state intl.: • following statement "Miami-Dade County Product Control Approved", unless otherwise ratiajvarein. •• •1 : •• •• •• RENEWAL of this NOA shall be considered after a renewal application has been filed and•thcza has beermo change in the applicable building code negatively affecting the performance of this product • • • • • • • • • • • • • • • • • • • ATION of this NOA will occur after the expiration date or if there has been a rettitionor chase fn the • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement clean; 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. AD 'TI i NT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06-0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. • NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 • • ROOFING CO Category: Sub Category: Materab "n I" • NENT APPROVAL: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polyproo 60 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 (1) 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 MANUFACT ' D BY APPLICANT: Product Polypro AH160 Foamproo RTF1000 ProPack® 30 & 100 Dimensions PRODUCTS MANUFAC N/A N/A N/A T t Specifications TAS 101 D Y OTHERS: Product ) rintion Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment •••• • • • • •••• • • • Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a curket:NIOA wraick. • • • • • • • • list moment resistance values with the use of Polypro AH160 roof tile adhesive. • PHYSICAL PROPERTIES: Pit_mps.th 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 1.6 lbs./ft.3 . . 18 PSI Parallel to rise • „ • 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.00/0 Volume Change ®158°F., 100% Humidity, 2 weeks 86% • • • • • • • • • • • • • • • • RuI1, • • • • • • • • • • • • • • • • • • • • • • • • • • • • Note: The physical properties listed above are presented as typ average values as determined by accepted AS test methods and are subject to normal manufacturing v OPPP.OvED, NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: TestAge -= T t Ides ° r Test N e/IIep®rt Center for Applied Engineering #94 -060 Date TAS 101 04I08194 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 Miles Laboratories 25 -7492 SSTD 11 -93 12/12/95 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 01- 6739- 062b) ASTM E 84 11/16/94 [1 Trinity Engineering 7050.02.96-1 01/14/96 TAS 114 03/14/96 Cclotex Corp. Testing Services 528454 -2 -1 TAS 101 528454 -9 -1 10/23/98 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 .••••. • 520109 -6 •••• 520109 -7 •• • ••: • • 520191 -1 TAS 101 6,8413/02/99 • • • 520109-2-1 •••• • • LIMITATIONS: • • ..•• .... • •• .. • 1. Fire classification is not part of this acceptance. Refer to the Pre • rating. pared Roof Tile A• • for fisa.:. 2. Polypron AH160 shall solely be used with flat, low, & high tile profiles. •• • .. • • • • • . 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their the 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 heroin. (-E)_ w 2 F'= MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 • • • • • • • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polyproo 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 Polyproe 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. Polyproo 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 Booldet. 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 o di :4 ensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPacko 30 & 100 dispensing equipment only. 7. Polypro (1) 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 „ Polyproo AH160 has been dispensed. • • • 9. Polyproo AH160 placement and minimum patty weight shall be in accordance vklithliPlacesnent: •••• Details herein. Each generic tile profile requires the specific placement noted harem • ..• ••• • Table 1: Adhesive Placement For Each Generic Tile Profile" • • '. Tile Profile Flat, Low, Hi. Profiles High Profile (2 Piece Barrel Flat, Low, High Profiles Flat, Low, High Profiles Placement Detail Single Paddy Weight • • • • • • Two Ph Weight''. per p:44(iLIVIin. abis • • • • • ',N) • 1WA • • • •• 35 17/side on cap and 34/ an #2 24 • #3 LABELING: N/A 8 All Po1yproi AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PE T REQU MENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 PLACEMENT DET SINGLE PATTY 1) Race enough adhesive to achieve tT to 13 " h'4b ea spew Wes In contactual the pen die 8118P PM* 7om cows upside down. Plea adhesive tie In. To 1 Ih Front outside edge shover tile. Then instil the D. �yfi.71 �i.1e irI NOA No.: 11 -0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 • • • • • • • • • • ADHESIVE PLACEMENT DET SINGLE PATTY L1Y_ r . APPROVED ..I • • • • •••• • • • • • • •••• • • • • • • •• •• •• • • • • • • • • • • • • to • • • • • • • •• • •• • • • • • • • • NOA No.: 11-0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACE 4 ' NT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tile) 3 in. x S In. $igle paddy on under. leyment Slagle paddy under the Single paddy on top of tile MUM la X 7lit aodium Fuck couurse only aPPFG +Evi Single paddy under the Single paddy between file 2 In. x 7 h!, + =,, lam �else eave �.. course only END OF THIS ACCEPTANCE • •••••• •••• • • •••• •••••• • • •• •• • ••• • • • •• • • • • • •••• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • ••••• • • • • • •• • • • • • • NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 BUILDING AND NEIGHBORS • • L COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc 310 Quadrat Drive Wad orth, 011 44281 WIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidadcgov/buildIng SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted bas been reviewed by Miami-Dade County Product Control Section 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 Section (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 Miar' ni-Dade County Product Control Section 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 tlie Florida 13ml Code and the High Velocity Hurricane Zone of the Florida Building Code. DES ON: &pre= Modified IT en Roo Syste .1 » Over Wood - • • • LAB 11" • • • • • • • • • • • • • G: Each unit shall bear a permanent label with the manufacturer's name eity, site • • and following statement "Miami-Dade County Product Control Approved", unless (Armin noted•••• herein. • • • • • • • • • • • • EWAL of this NOA shall be considered after a renewal application has been filell arid there has • been no change in the applicable building code negatively affecting the performance of thirgroduct 11 ATION of this NOA will occur after the expiration date or if there has been aefevilon • .:• 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. AD TISE 1 : 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. 07-1217.08 and consists of pages 1 through 38. The submitted documentation was reviewed by Jorge L. Acebo. PPROVEDj NOA No: 10-0408.07 Expiration Date: 03/01/16 Approval Date: 02/24/11 Pagel of 38 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material: Deck Type: Maximum Design Pressure Roofing Modified Bitumen SBS Wood -60 psf T E NAMES OF PRODUCTS P uct IDAAiA�" ions �i� Sopra -G 39" x 108' (3.5 sq.) Modified Sopra -G 39" x 108' (3.5 sq.) 39" x 99' (3 sq.) Sopra IV or VI 36" x 180' (5 sq.) 39" x 49' (1.5 sq.) ACT TABLE 1 T Specification ASTM D4601 ASTM D4601 ASTM D 6164 ASTM D 2178 Type IV or VI ASTM D 6163 Colvent SA 39" x 49' (1.5 sq.) ASTM D 6163 Colvent 180 TG 39" x 33' (1 sq.) ASTM D 6164 Colvent 180 SA 39" x 33' (1 sq.) ASTM D6164 Elastophene 39" x 49' (1.5 sq.) ASTM D 6163 Sanded Elastophene 39" x 33' (1 sq.) ASTM D 6163 Sanded 3.0 D OR LABELED BY APPLIC T: 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. Oxidized asphalt, polyester reinforced base sheets. Primarily used as a mechanically attached anchor sheet. Applied in hot asphalt, cold adhesive or ribbon stripped. Type IV or VI, fiberglass reinforced, smootji• • • surfaced plysheet. Sopra IV qr VI are used iu.. • multi -ply systems and complies Mtli ASTIVL asid. UL Standards. Applied in hot.aspheit or cold • • adhesive. • Fiberglass reinforced, modifiedl biteipen • • membrane with 1" wide factory►81SOIied het weldable strips on back side. .. • • Fiberglass reinforced, • • • • • � �, �.1Z��en membrane with 1" wide facto* apptled self- . adhering strips on back side • • • Polyester reinforced, modifiedbtumen • • • membrane with 1" wide factdry applied heat • • • • weld strips on back side. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side 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. ' NOA No: 10-0408.07 Expiration Date: 03101/16 Approval Date: 02/24/11 Page 2 of 38 Elastophene HD Elastophene HS FR Elastophene Sanded FR Elastophene HR Elastophene HP 39" x 33' (1 sq.) ASTM D 6163 39" x 66' (2 sq.) ASTM D 6162 39" x 49' (1.5 sq.) ASTM D 6163 39" x 49' (1.5 sq.) ASTM D 6163 39" x 66' (2 sq.) ASTM D 5147 x 49' (1.5 sq.) ASTM Elastophene 6163 39" x 49' (1.5 sq.) ASTM D 6163 Elastophene PS, 3941 Elastophene PS 3.0 Elastophene SP 2.2mm Elastophene SP 3.0mm Elastophene Flam Elastophene Flam 2.2 Elastophene Flam HS FR Elastophene Flam HP Elastophene 180 Sanded � APPROVED I 39 "x49'(1 sq.) 39" x 33' (1 sq.) 39" x 49' (1.5 sq.) 39" x 33' (1 sq.) 39" x 66' (2 sq.) 39" x 49' (1.5 sq.) ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D6162 ASTM D 5147 ASTM D 6164 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 or ribbon stripping. Fiberglass/non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic bum -off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrapp• • with a plastic burn -off film onthe l:ottom ltg4. • • sanded on the top. Applied b heat'wblding or ... ribbon stripping (after removal ofriastic bum -of; film). Glass reinforced modified bitigaeit tpembripje • :. with a plastic burn -off film on thelibttom end sanded on the top. Applied b Mat' 41ding.or :. • ribbon stripping (after removal Qf p a stir bugpff film). • • • • Fiberglass reinforced modified bitumen membrane covered on both sides.Witt a plaeip • • burn -off film. Applied by heat welding. • • • Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn-off film. Applied by heat welding. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants and plastic burn -off film on both sides. Applied by heat welding. FibergIass/non -woven polyester reinforced modified bitumen membrane with plastic burn - off film on both sides. Applied by heat welding. Non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No: 10- 0408.07 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 3 of 38 • • 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 hesive 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 . Elastophene FR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced m difi d bitumen stripping GR 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. 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 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 1 ulet an•thg top. Applied in hot asphalt, cgld tadl4esive d• • • Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 F berglasspreinforced modified bSiUi en •' • • •' • • GR • membrane with fire retardants; bulm -off film on the bottom and mineral tiles 04 the • • Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 F berglpasss�reinforcd modified Mullen ' .. • •: FR GR or FR+ membrane with fire retardantseplastic burn-off GR, Elastophene film on the bottom and mineral granules ontlie.: • 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 OR 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 burn- offfilm on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after remo , - i c burn -off film). P E r1RPVED rI NOA No: 10- 0408.07 Expiration Date: 03/01/16 Approval Date: 02124/11 Page4of38 • • • • • • • • • • • Sopralene 180, 250 39" x 33' (1 sq.) or 350 39" x 26' (3/4 sq.) Sopralene 180 SP 3.5 mm Soprafix [S], [F] and [X] Soprafix Soprafix-e ASTM D 6164 39 "x33' (1 sq.) ASTM D6164 39 "x33'(1 sq.) ASTM D6164 39 "x33'(1 sq.) ASTMD6164 39 "x33' (1 sq.) ASTM D6164 ASTM D 6164 39 "x33'(1 sq.) ASTM D6164 Soprafix (X) 39" x 33' (1 sq.) Sopralene Flan) $0, 250 or 350 Non -woven polyester reinforced modified bitumen membrane sanded on both sides, used as a base/ply /cap. Applied in hot asphalt, cold adhesive or ribbon stripping. Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Non -woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. 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. 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 , ;s top surfaces. Applied by mechanical attachment. Lap self - adhered or sealed with approved cold adhesive. Non -woven polyester reinforced modified sm. bitumen membrane with plastic bum off fiirrt er sanded on the top and bottom setfaces and 6 :': inch wide side lap. Applied by'liltt'wveldinr ' Non -woven polyester reinforettieSeriS modifies% bitumen membrane, both sides covered wiir a • • • plastic bum -off film, used as akiciply. by heat welding or ribbon strimgit fter '..' removal of plastic burn -off film)• • • • Sopralene 180, 250 39" x 33' (1 sq.) ASTM D 6164 Non -woven polyester reinforced mollified • • • or 350 GR or FR bitumen membrane with fire netts a sanded GR bottom and a mineral granules tbp. Applierst • hot asphalt, cold applied adhesive or ribbon • So ralene F stripping (after removal of plastic burn-off film). .sA Flaw 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 _Sopralene Flam 39" x 33' (1 (after removal of plastic burn-off film). 0, le or lam FR 11 ' ( sq.) ASTM D 6164 Non -woven polyester reinforced modified GR or FR+ 350 GR 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). APPnO EL) NOA No: 10-04 i ;: 07 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 5 of 38 • • • •••••• • • • • • • • • • • • • • Sopralene Flam 180 2.7 mm Sopralast Soprastar Flam Soprastar Stick UNILAY Sopralene Stick Sopralene Flam Stick EPS Flam Stick Colphene FR GR, Colphene GR Colphene HR FR GR Sopr 'pe606 Sopramastic 200 ElastocQl 400, 5-09 and 600c Someone "E" ALSAN FlashingTM ALSAN Polyfleece SBS Mastic SBS Elastic Cement G172:11■7.1:6)- PP ROY TD 39" x 33' (1 sq) ASTM D6164 various 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 33' (1 sq.) 39" x 33' (1 sq.) 5" wide 17 oz. pouch or 10.4 oz cartridge various keg 1.25 gallon pail or 3.75 gallon pail 4", 8" or 39" wide by 50' long 10.4 oz tube 5 gallon pail ASTM D 6298 ASTM D6162 ASTM D6164 ASTM D6162 ASTM D6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6163 ASTM D 6163 ASTM D 6163 ASTM D 41 Non-woven polyester reinforced modified 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). 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). Fiberglass reinforced SBS modified bitumen membrane with a plastic burn-off film on the bottom side and a reflective white top surface. Applied by heat welding. 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 fihn on the bottom and a sanded top. •••• Self adhered, polyester reinforced rgembrada • • • with a release film on the boftdregtnda plastic burn-off film on the top. • • • Self adhered, film surfaced, glass4tt/glass grid reinforced membrane with a relettsr4lin on:the.: bottom and a plastic burn-off fildi'M the toil... Self adhered, granule surfacedaRrislass • • • • • • • reinforced membranes. • Self adhered, granule surfaced,berglass scrim • reinforced membranes. • • • Bituminous tape for sealing of gide.anrd head "1• e • laps. • • • Caulking compound. 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/bitumen mastic compound. Elastomeric bitumen based mastic compound. NOA No: 10-1 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 6 of 38 , Soprawalk High Velocity® Insulation Adhesive 11 (HVIA-II) High Velocity Insulation Adhesive III HVIA-III) FM dhesive FM Adhesive Trowel Grade FM Adhesive (VOC) FM Adhesive (VOC) Trowel Grade High Velocity® Membrane Adhesive (HVMA) Sopraboard Granules I APPROVE-) ; 39" x 26' (3/4 sq) 3 gal pail 4 dual cartridges per carton 5 !:11on pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail, 55 Hon 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 cor4 overboard. between two layers of asphalfsahostited fig8fgVas mat. •••• • • • • • • • • Semi-ceramic coated colored '..imes. • • • • • • • • • • • • • • • • • • • • • • • • • NOA No: 10-0408.07 Expiration Date: 0M)1116 Approval Date: 02/24/11 Page 7 of 38 APPROVED INSULATIONS: Product Name ACFoam II, ACFoam III ACFoam Composite Flint Board ISO, Flint Board ISO Cold Flint Board ISO Plus Hytherm AP Hytherm Composite ISO 95+, ISO 95+ (25psi) ISO 95+ Composite EnergyGuard ISO, Energy Guard Ultra EnergyGuard Composite Extruded or Expanded Polystyrene Gypsum High Density Wood Fiberboard Per lite Insulation Dens Deck, Dens Deck Prime, Dens Deck Fireguard, Dens Deck Prime Fireguard, Dens Deck DuraGuard H-Shield H-Shield CG H-Shield-P, H-Shield-WF ENRGY-3 Composite, Fesso Foam ENRGY-3 ENRGY-3 Plus Multi-Max 3, Multi-Max FA-3 Thermaroof Composite UltraMax Thermaroof Composite-3 SECUROCK Gypsum-Fiber Roof Board TABLE 2 Product Description Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polystyrene Insulation Gypsum board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite Insulation board Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite insulation board Gypsum board Manufacturer (With Current NOA) Atlas Energy Products Atlas Energy Products CertainTeed Corp. CertainTeed Corp. Dow Dow Firestone Firestone GAF GAF generic generic generic generic G-P Gypsum Corp. •••• tluntlr Panelt„ IlIougen1Panelo Pltd4d?Panels: •••••• jg4ps Manville • Jolts; Man;ilfe... •34111114 Mamalre: • • • • • • • • •••••11M ax • • }Wax • • • ". • %Max • • • • • • RMax • • US Gypsum NOA No: 10-0408.07 Expiration Date: 03/01/16 Approval Date: 02/24/11 Pap 8 of 38 • • • • • • • • • • • • • • • • APPROVED FASTENERS: Fastener N ,iber Product Name 1. Tri-Fix Fastening System 2. #12, #14 #15 Soprema Fasteners 3. Soprafix [X}-EL #15 4. Soprafix Plates 5. Soprema Plates 6. Sopradisc 7. Soprema Isofast IF/IFT 8. SoprafixMoprafast 9. UNILAY Plate 10. #12, #14 & #15 Dekfast Fasteners 11. Ome:: 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 B Fasteners D TABLE 3 P 4-, et ription 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 AZSO steel plate Polypropylene locking plate. Base ply fastening systems for lightweight concrete, gypsum or oementitious wood fiber decks Base ply fastening systems for ightweight concrete decks Galvalume square stress plate Galvalume stress plate. ase ply fastening assembly 1 APPROYEP Dimensions 3" diameter plate with various length fasteners 2" diameter 3" diameter 2" diameter 24" diameter 3" diameter 2-3/8" diameter 2 7/8" x 3 *A" 3" x 3 'A" Man , nrer (With Current NOA) Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. • Soprema, AM. • • • • . • • • • • • • • • • • • • ..S9ptema, ?n': • • ••Sepnama, tie• • : • •••• • •••• DVS' Intee..* • : §Ft Intel • • „ krteo • • • • • SFS Intej ES Products, Inc. ES Products, Inc. 3" square OMG, Inc. 3" round OMG, Inc. 3" square OMG, Inc. NOA No: 10-041)&07 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 9 of 38 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 25. Olympic Fluted Nail 26. Olympic Standard 27. Olympic Plastic 28. Powerlite 29. Powerlite 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. Insulation fastener. Galvalume AZ50 steel plate Polypropylene stress plate Insulation fastener. Galvalume stress plate. 30. Base -Lok Fasteners Base sheet fastener for lightweight concrete, cwf and gypsum decks 31. Turbo Tube -Lok Base sheet fastener for Fasteners lightweight concrete, cwf and gypsum decks 32. SFS Base -Lok Fasteners Base sheet fastener for lightweight concrete, cwf and gypsum decks 33. Insul-Fixx Fastener Insulation fastener for wood, steel and concrete. 34. lsofast Fasteners Insulation fastener for wood, steel and concrete. 35. Extra Load Fasteners Fasteners for membrane #15 attachment to steel or concrete decks. 36. Insul-Fixx S Plate Galvalume AZ50 steel plate 37. Insul -Fixx P Plate Polyethylene stress plate 38. Isofast Plate Square or oblong galvalume steel plates for use with Isofast fasteners Dimensio 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 Fast�eng, •••• 'Inc • • ••• 1.75" long with 3" dia. head 1.75" long with 2" dia. head 1.75" long with 3" dia. head 3" round 3" round •.Simplex Nail; • • • • • •Sfinelex 1'1'ailps • • • • • •• •• •• • • : SF'S ;ntec, rjc� • , • • • • • •• • •. • • • SFS Intec, Inc. • • SFS Inter, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Inter, Inc. SFS Intec, Inc. NOA No: 10- 0408.07 Expiration Date: 03/01/16 Approval Date: 02 /24/11 Page 10 of 38 • • • • APPROVED FASTENERS: Fastener Number Product Name 39. ES -I Fastening System 40. #12, #14 & #15 Dekfas 41. Omega Fastener 42. Dekfast Hex Plate 43. DekFlat Lock Plate 44. Tru -Fast TL Fastener TABLE 3 Product D. eription s Insulation fastening assembly with plate. st Insulation fastener 45. Tru -Fast Fastener 46. Tru -Fast HD or EHD 47. 48. 49. Tru -Fast MP -3 Tru -Fast Metal 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. OIympic ASAP 3S 57. Isofast IF2 58. Isofast IF /IG 59. Isofast IFC/IW 60. #15 Dekfast HS 61. Galvalume Steel 3" Round Insulation Plate 62. K -Fast Fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Insulation fastener for Iightweight 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 Insulation fastener Insulation fastener Pre - assembled insulation fastener and plastic plate Pre - assembled insulation fastener and steel plate Insulation fastener Galvalume AZ50 steel plate Galvalume AZ50 steel plate Insulation fastener Galvalume AZ50 steel plate Insulation Fastener Dimensions 3" round 2 7/8" x 3 %" 3 "x3 'A" 3" round 3" round 3" round 3" round 3" round 82 x 40 mm 70 x70 mm 3" round ufacturer (With Current NOA) SFS Intec, Inc. SFS Intec SFS Intec SFS Intec SFS Intec The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast O N% 'hfi u -Fast Vogp. •ES Vl bducts,'t c, • • •••• • •OIVIG, Int. •••• • • VMG, In$..' • • •• OG, Ind• • • • *ADM, Ind.' • • ' • OMG, Inc. • OMG, Inc. SFS Intec SFS Intec SFS Intec SFS Intec SFS Inter SFS Intec NOA No: 10-0408.07 Expiration Date: OM)1/16 Approval Date: 02/24/11 Page 11 of 38 APPROVED FASTENERS: Fastener Number Product Name 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 Stres 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 81. Tru -Fast BB -18 -R Batten Bar 82. Tru -Fast Twin -Loc Batten Bar TABLE 3 Product eription Manufacturer Darnensions (With Current NOA) SFS Intec Galvalume AZ50 steel Batten bar Pre - assembled plate and fastener 2" diameter Stress plate s 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 Insulation fastener for wood, steel and concrete Galvalume AZ50 steel plate Galvalume AZ55 steel batten bar Galvalume AZ55 steel batten bar with recessed holes Batten bar SFS Intec Soprema, Inc. 3" diameter Soprema, Inc. 2" diameter Soprema, Inc. Soprema, Inc. Soprema, Inc. 2 -3/8" diameter 2 -3/4" diameter 3" diameter Soprema, Inc. Sopremai Iwo • lo • • • ••. §Sprenia'T • • Soprema, nc•:. • •Tlie.eru -Fast Oorp! • 1`he Tiu -Fasii flvrpp • • • • • 3" round The Tr -- Fas$C'o,rp • The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The TruFast Corp. The Tru -Fast Corp. NOA No: 19-0408.07 - Expiration Date: 03/01/16 Approval Date: 02124/11 Page 12 of 38 • • • • • • • ••••• • • • • • APPROVED S ' ACING/COATING OPTIONS: TABLE 4 Application 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 E 11 ENCE 1 1. Test Agencv/Identifier Dynatech Engineering Corp. Exterior Research & Design, LLC. Factory Mutual Research Corporation IRT of S. Florida ITS / Warnock Hersey Gravel applied at 400 ibs/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 lbsisq. 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 Coatihoplfied in tw9„„ •••• coats at an application rate of 1 gal/sq/coat • • • • • •• • Acryshieldo A500 applied in two coats alias:application Pate of 1 gal/sq/coat. •••• • • • • •••• • 10.94.27 2491-04.95 2003.02.97-1 2003-2.04.97-1 2002.07.97-1 2738-10.00-1 2757.02.05 2778.07.05 2779.11.05-R1 S6740.11.07 J.I. 1Z3A6.AM J.I. 1W8A1.AM J.I. 2D0AO.AM 3014614 3025860 3026028 3023749 3029098 990028 Revert Wind Uplift TA,S-11 Wind Uplift TAS-11 Wind Uplift TAS-11 • • • • • • 0000 • • • 00 • 4 10276:94.:• 4 •..• ;01.04.25 4 Wind Uplift TAS-114 Wind Uplift TAS-114 Wind Uplift TAS-114 Physical Properties Wind Uplift TAS-114 Wind Uplift TAS-114 Physical Properties FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 Wind Uplift ASTM D 5147 04.15.97 08.15.97 10/20/2000 02/03/05 07/15/05 04.18.07 11.02.07 04.27.95 07.15.93 08.15.97 02.27.06 04.17.06 05.25.06 09.28.06 10.25.07 9/30/99 05.27.93 NOA No: 10-0408.07 Expiration Date: 03/01/16 Approval Date: 02t24/1 Page 13 8 Desk Typel I: Deck D riptinn: Syste II Type A(2): Wood, Insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt or adhesive. All General and Systell Limitations apply. Vapor Retarder: caps layer Elastophene HP, rabase, Elastophene 180 Sanded, Sopralene 180 Sanded, Sopralene 180 Sanded 2.2 mm, Sopralene 180 Sanded 3.5mm, Sopralene 250 Sanded, Sopralene 250 SP, Sopralene 350 Sanded or Sopralene 350 SP, mechanically attached with FBC HVHZ nails and tin-caps spaced 6" o.c. in a 4" wide side lab and 6" o.c. in three evenly spaced rows in the field of the sheet. One or more layers of the following. (Optional) Min 1.5" thic ACFoam ACFoam gNRGY 3, Multi-Max FA-3 or H- eld, adhered to the vapor barrier in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2, or in Soprema High Velocity® Insulation Adhesive II (IIVIA-II) or High Velocity® Insulation •••• Adhesive III (HVIA-III) in %" wide ribbons, Insta-Stik adhesive in.1" wide. • • • • ribbons, TITESET or FasTac in 3" wide ribbons, spaced 6" o.ep i(eAckesivt is • applied atop fastener rows) e Insulation Layer: Top Insulation Layer: • • • • • Min. 1/4" thick DensDeck or SECUROCK Gypsum-Fiber Roof itoard or min. • 1/8" Sopraboard, adhered to the vapor barrier or base insulatidtaloyet in fur mopping of approved hot asphalt within the EVT range and at•alatepf 20- • , lbs/100 ft2, or in Soprema High Velocity® Insulation AdhesivirII,IVIA-II)br • High Velocity® Insulation Adhesive III (HVIA-lInip %" widn'11315dns, Insta- Stik adhesive in 1" wide ribbons, TITESET or FasTac in 3" wide ribt-ons, • spaced 6" o.c. (Adhesive is applied atop fastener rows) • „ • „ Note: PI e refer to Roofing Application Standard S 117 for • ulation aftae Insulation listed base layer only shall be only as base layers with a nd layer of approved top layer insulation installed as a final embrane substrate. Primer: Elastocol 400, 500, Elastocol 600c or AquaTac at a rate of 1 gal/sq, for use of Colvent SA or Colvent 180 SA. (Optional) Elastocol 500, Elastocol 600c or AquaTac at a rate of 1 gal/sq for Colvent TG or Colvent 180 TG application. One layer Colvent SA or Colvent 180 SA self-adhered. Or One layer Colvent TG or Colvent 180 TO heat welded. I • • • i - • G71.47k • NOA No: 10 1 1, 07 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 16 of38 Ply Sheet: Membrane: Surfacing: Pressure: • • (Optional) One or more layers of 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 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 PS *, Sopralene 350 Sanded, Sopralene 350 PS *, adhered in hot asphalt at 25 lbs/sq. to sand surfaced base membrane. *Requires heat welded cap membrane. Elastophene Flam GR, Elastophene Flam FR GR, Elastophene Flam LS FR GR, Elastophene Flam FR+ GR, Elastophene Flam HR FR GR, Elastophene Flam HS FR GR, Elastophene Flam HP FR GR, Sopralene 180 SP 3.5mm *, Soprafix*, Soprastar Flam, Sopralene Flam 180 GR, So,raleneFl + rw' Sopi9lerie. Flam 180 FR+ GR, Sopralene 250 SP *, Sopralene Flam 250 (;R, Sbj ralene "' Flam 250 FR GR, Sopralene Flam 250 FR+ GR, Sopralene 350'SP *i Sopralene Flam 350 GR, Sopralene Flam 350 FR GR, Sopralast 50 TV Alp, Ngpralast Aly, Sopralast TV Copper, Sopralast TV Inox, heat welded. •••• • Or • • One layer of Elastophene GR, Elastophene FR GR, Elastophene t.S FR G$, . • . Elastophene FR+ GR, Elastophene HD FR GR, Elastophene HIZ rft GR, Elastophene HS FR GR, Elastophene HP FR GR, Sopralene 1 >� �an�led *, • Sopralene 180 GR, Sopralene 180 FR GR, Sopralene 250 Sanded *,•Sopraldid "' • 250 GR, Sopralene 250 FR GR, Sopralene 350 Sanded *, Sopralene 350 GTE)! • • Sopralene 350 FR GR, adhered in hot asphalt at 25 lbs/sq. to sand surfaceds8• 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 Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system. -60 psf (See General Limitation #7.) • • • • • • • • • • NOA No: 10-0408.07 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 17 of 38 • • WOOD D SYSTEM L I I ATIONS: • 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENE LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be Aired every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shalt butt a minimum rate of 12 lbs./sq. Note: Spot attached syste s , be limited to p.mhsOdmumol • • pr -ure of -45 psf. • • • • • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic•Rotree4F) value•of • 275 lbf., as tested in compliance with Testing Application Standard TAS 105. Iffiseia§tener :TM 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 attftfilkit is blickTr • • a minimum fastener resistance value in conjunction with the maximum design vaitie reed witha specific system. Should the fastener resistance be less than that required, as detelnitteciby thg „ Building Official, a revised fastener s cing, prepared, signed and sealed by a Flqrida registerber • " Professional Engineer, Registered Architect, or Registered Roof Consultant may boistibinitted•Said revised fastener spacing shall utilize the withdrawal resi:mnce value taken from Testing Applircation. 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, eral • itation #9 will not be applicable.) 8. All attachment and sizing of perimeter mailers, metal profile, and/or flashing termination desi:,s 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 lation is specifically referred wi this NOA, General Limitation #7 I 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 TIIIS ACCEPTANCE • • • • - f,PPROVED NOA No: 10-0408.07 Expiration Date: 03/01/16 Approval Date: 02/24/11 Page 38 of 38 • • • • • • • P �P� � i.� ! ] 43G .. Roofing Svst ,5g.tagoemuLamissigaiQuagnacuystom S®Pii31ENA IIRye 310 QUADRAL DR WADSWORTH, OH 44281 USA 1. Dodo C -15/32 8 FLU PPP ® COA SYSTEMS Iodine: 1 Class A ae�,t�,�<„n (�;;,,,,��aui)e ° Poh��anurate, glass fiber, mechanically fastened or adhered. , perm, wood fiber, rockwoot, any thickness, any corn ati rt 7r,;, '/s °thick �� °Minimum Securock, Dens Y •� 4 ,✓Dose laity • • C Primers — Akan RS 276 Primer a , DensDeck Prime, or DensDeck Duraguard m • • • • • • • applied at the z echanically f q�i or ad%®r•c� • • 230 Field (or 0 9 k a erateofl.0 Icon Soso Coat: — Allan RS applied at the rate of 3.91 gallon r per 100 i0 (or kg/m2). • R11436 Page ➢ of 41 •••• • • • While the base coat of Alsan RS 9 per 100 fiZ (or 2.0 kg/m2). weighing more than 115 grs/m2) 230 Is wet, a layer of non - woven, needled punched Top 9 / z) is applied and rolled so that air bubbles are removed. polyestlPit�i ® Alsan RS 230 Field applied at iCementafali(h� the rate of 1.95 gallon per 100 ft2 z • • • • • (or 1.0 kg /m ). 2. Dock C -15/32 IIrscii 1 -1/2 mechanically f.,t. ,, • • • • �ocyanurate, glass fiber, peyy�, wood fiber, ro Y fastened or adhered. ckwool, any thickness, any combin ® MiNmum 'A" �rl. 'Nose laid rimers ®Allan thick Securock, De Coe RS 276 Primer applied at the rate f 1. gallon DensDedk Prime, o(r 0.9 kg/m2). DuraGuard mechanically fastened or adhered,• • • . rate of 1.0 gallon per 100 ft2 (or 0.9 kg/m2), Alsan RS 260 LO Field applied at the rate of 3.91 gallon per 100 ft2 (or 2.0 kg/m2), oforcenteft ® White the base coat of Alsan RS 260 LO Field Is wet, a layer of non - woven, needled punched polyester fabric (not weighing more than 115 2 P ®p grs/m) is applied and rolled so that air bubbles are removed. reinforcement ' ® Alsan RS 260 LO Field applied at the rate of 1 .95 gallon per 100 ft2 (or 1.0 kg/m2). 3. Dodo RIC • • •• •• • • • •••• • • • •• • • 803 loos 1 Pr'irnr ® Alsan RS 276 Primer applied at the rate of 1.0 gallon Sass Cootb r — Alsan RS 230 Field a g per per 1 0 ft2 or9 2.0 kg/m2). ° While the base applied at the rate of 3.91 lion weighing more than 115 grs/m2) of Alsan RS 230 Is wet, a layer of non -woven needled punched I 9rs/m) is applied and rolled so that alr bubbles are removed, P polyester reinforcement fabric (not Top Coats ° Alsan RS 230 Field applied at the rate of 1.95 gallon per 100 ft2 (or 1.0 kg/m2). LE LIT MN sysrems SII G PEi MES ; ES) otherwise indicated Sopraboard " 1/8 in. or 3/16 in. may be used as a cover board over insulation in the Unless otherwise indicated, the systems below. roof Insulation Is mechanically fastened, adhered with hot roofing asphalt or urethane insulation adhesive. applicable n ee fl CI darn ficsti Classifications. r FR Ganular,° heat fused In place, Is an acceptable alternate to °EI " " astophene FR Granular," with hot roofing asphalt, In "Modified Soble roof is an acceptable alternate to "Sopraglass 40," °Sopraglass 100" and " oco ed Sopre roof decks. Type G2 base sheets in applicable Ciassirycadans on Unless otherwise indfcated, °SOPRACOLL E" or "FM Adhesive" - systems limited to inclines not exceeding 1 -1/2 In. to the horizontal f. membrane cold adhesive may be used as an alternate to hot mopping asphalt in 1ltp: // • ase.ul.com /cgi- bin /XYV/ plate /LISEXT /1FRAME /showpage >html ?r ;��,�. >a 12/16/2010 • • • • • • • • • • • > t ri, (J. i` l 1436 Roofing Systelp Page 2of4l Unless otherwise indicated, "COLPLY ADHESIVE BRUSH GRADE ", °Fivi Adhesive voc Adhesive" cold membrane adhesive may be used as an alternate to hot mopping asphalt Shrastar Adhesive" or "High Velocity Membrane horizontal ft limited to Inclines not exceeding 112 in. to the Unless otherwise indicated SOPRACOLLE "E° modified asphalt hot mo systems limited to Inclines not exceeding i in. to the horizontal ft. Aping adhesive may be used as an alternate to hot mopping asphalt in Unless otherwise indicated, on all noncombustible deck systems vapor retarders or ply sheets are optional beneath roof insulation on all t ype G3 fiberglass reinforced cap sheet may be used in lieu of the 1 systems Type G2 base sheet specified below. "Elastophene Flam HP" is an acceptable alternate to "Sopralene FIam180 in all applicable Classifications. ac ceptable t ble ale Ft to Sopralene an acceptable alternate to °5opralene 180 FR GR° in all applicable Classifications "Elastophene Flam HP acceptable alternate to " in an ac Flaw a al FRGR" FRGR "fsan Only UL Classified ed rofiinsullation's (excluding cati ly�mechanicell to be utilized In the insulated insulation adhesive,. or as y fastened or either adhered with hot roofing abasphalt or UL Classifiedd urethane Any noncombustible deck Classification incorporating poly A 1/2 in. thick (min) wood fiber board or 3/4 In. thick (min) insulation may substitute the ( ) perlite board. PolYLsocyanurate with EPS covered by a layer • One -half In. thick (min) gypsum board or 1/4 -In. thick (min) G-P One -half In. ,maybe used In any and or noncom Gypsum DensDeck® or DensDeck Prime® or Owens Corning l /4-tn. thick (min) use over combustible ( usea In: any roof desks Of used, le deck CI board and overly ( , EPS must be placed under this done, the resulting roofing The Is acceptable for Yment board are offset 6 -In. with the joints In the I Deck ®) or Strataguarcl ". The 9oints In the gm ) plywood deck, Unless otherwise indicated, a suitable alternate to • • • Is gravel or crushed stone at 400 Ibs membrane (cap sheet) surfacing • • • •• • • • Jsq or slag at 3001bs no roofing asphalt ho indices not pavers, 2 °1�i g1L horjz• •f'� t j • /sq embedded Into hot roofing asphalt or concrete • Unless otherwise indicated, pavers, 10 • "Elastophene Sanded" Is an acceptable alternate for the first • base sheet In any of the foliowln�i • • • Unless otherwise Indicated ° ilication respectively, oche If lied Soprastar Flam 180", "Soprasta De pertly Prime ° m __ to a 1 -�h:12 Indlne, and restricted to non-combustible r 180 Sanded" can be used In Ilw�r "c,,...� a _ •••• • • • ADehsDack, • • • • DensDeck DuraGuard Is required as a barrier board. Unless otherwise Indicated • • • • • • • "Soprastar 180 Stick" can used ° • Unless o h combustible sed in lieu of So • • systems where y " DensDeck De "Soprastar Stick", limited to 1:12 Incline, and res�rlcta r non-al/440 • nsDeck Primer or DensDeck DuraGuaM Is required as � Unless otherwise indicated acceptable membrane alternatives designated °Flam° are always heat •a •board• • • acceptable membrane alternatives are either adhered with hot roofing asphalt or membrane cold adhesive. • • • y fused or torch a • • • • • • • • • polled materials while arLotliar• I ieaaabeauae " Sopralene 250 FR GR" "Sopralast 50 TV Mu° "Sopralast AIu" Sopraboard "Elastophene Sanded" "Elastophene Flam 2.5 mm° "Elastophene HP° or " Sopralene Flam 250 FR GR° "Sopralast TV Copper," "Sopralast 50 TV" "Sopralast Stainless Steel," "Sopralast Alu,° "Mammouth 40 TV Alu° or "Mammouth Afu Flam" "Sopralast Copper ,° "Sopralast Stainless Steel" Acme °: hie Alternathres SapSop .u_,.. r Sopraboaraboardi /8, Sopraboard3 /16 rd1 /4 Aces Ma "Elastophene Flam HR 3.0 mm," "ElaStophene Flam,° "ElaStophene PS" "EIphene PS," "Elastophene HD," httpJ /database.ul. com/cgi-bin/XYV/template/LISEXT/1FRAME/showpage.html? . 12/16/2010 /r, a,,i� 1 143(1 Roofing Syste410 "Hastophene HR Sanded" "Sopralene 180 Sanded" "Sopralene 350 Sanded" "Elastophene 180 Sanded" "Hastophene FR GR" "Sop" " Colvent SA" • "Hastophene SP 3.0 mm," "Elastophene SP 2.2 mm, "Elastophene Sanded FR, "Elastophene Flam FR," "Elastophene HR Sanded," "Elastophene Flam 2.2 mm," "Elastophene" "Sanded 3.0" or "EastoPhene PS 3.0 mm" "Elastophene HS ", "Hastophene Flam HS ", "Elastophene HS 62 ", "Hastophene HR 2.2 mm ", "Hastophene Flam HR 2.2 mm" "Hastophene HR 3.0 mm° "Sopralene Ham 180," "Sopralene 250 Sanded," "Sopralene Flam 250," "Sopralene 250 Sanded 3.5 mm °, "Sopralene Ram 2.50 3.5 mm" "Sopralene 180 3.5," "Sopralene 180 PS," "Sopralene 180 PS 3.5" "Sopralene Flam 180 2.7 mm," "Sopralene 180 SP", "Sopralene 180 SP 3.0 mm °_� "Sopralene 250 SP," "Sopralene 250 PS" or "Sopralene 250 PS 2.7" V V "Sopralene Ram 350 ", "Sopralene 350 PS ", "Sopralene 350 SP" "Hastophene 180 PS° or "Elastophene 180 SP" "Sopralene 180 Sanded 2.2 mm" "Hastophene FR GR HD," "Elastophene HR FR GR," "Elastophene Flam FR GR" or "Hastophene Flam HR FR GR" "SoPrat x (X) 3.5 mm" "Colvent Ham SA" • • • •• • • •••• •••• • • • •• • • •• • • • Page 3 of 4 • • • • • • • • •• • • • • • •• ••• • • • • ••• •• • • • • • ••• • • • •• http:/ Idatabase.ul.com/cgi- b:in/XyV /tem 1 p ate/LISEXT /1 FRA &showpage.hhnl?nauie =... 12/16/2010 • • • • • • • • • • • • • • • • U !JJ 4:5() - Roofing Systip "Eiastophene Sanded FR" "Eiastophene Flam FR" ` • "Eiastophene FR GR" "Eiastophene Flam FR GR " Eiastophene GR" "Elastophene Ham GR" • "Colvent Flom TG" " Elastophene HS. FR ", " Eiastophene HR FR ", " Fiastophene Fiam HR FR" _ V "Hastophene Flam HS FR" Eastophene HS FR GR" "Eiastophene Fiam HS FR" °Eiastophene LS FR GR" °Eiastophene Flam LS FR GR" +Limited to noncombustible decks incorporating gypsum wallboard or G-P Gypsum Insulation may YPsum DensDed<® Y be used whenever Polylsocyanurate 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 more Sayers of Gi or G2 may be mechanically fastened or ho eamsphatt attached d rec minimum to the roof deck �tY system. Lsocyi n the insulation, one or without changing the passtflcapdn'$t'tFre Unless otherwise Indicated the use of combustible or noncombustible roof a vapor retarder (not UL Classified) or ' • • • • • • • • system. The vapor banter may deck and beneath the roof ply sheet as a vapor .e�.,# - In _ roofing a Illy„ either on. Page4of4► • • • • .4.. • • - .....��a ossification for the• • Unless -- --�' ° a systems. .- _._ otherwise Indicated, the roof Insulation Is Rrechantc�lly fastened, adhered adhesive. • • • with hot roofing asphalt or UL Classified a�thl3• insulation •••• 1 In. thick min, tongue and r g oove board Is a suitable alternate ate for 15/32 In. thick 1 • • Except for plywood decks with all joints blocked, • • • • • • • polyurethane, � that do not include Insulation within the • polyLsocyanuroth, combinatlon poly Classification, • • • Woof fiber Insulation is a suitable substitute anurate /peHtte or' the !lowing systems may utilize any thldo of • • • bstitute for all insulations on noncombustible decks onlye insulation hot mopped or Pe Ite, glass �4be�• • References to polyi edcs only. •fTcplly -- 'iced. • socyanurate insulation may Include "M- • • • • Shield °, "Tapered RI-Shield', " • 4141 Minimum + /4° thick US G "M-Shield -CG or "'tapered M- Shield -CG ". Minimum u 1A° t is Gypsum froc® may be substituted for minimum 1 " _ reeding 3 :12, and have a glass reinforced base sheet or glass rre Georgia-Pacific d� ns Deck® In all deck assemblies that do not "High Velocity Insulation Adhesive LI" membrane directly over the Se�curock ®. noncombustible III 1 Greene may used to adhere insulation r barrier boards to the roof deck, or to adhere layers ndhcomeustible roof deck Classification. fit, Ir to adhe a layers of l ul °High Ve Y Of insulation lodty Insulation Unless otherwise ogether, In any erwise Indicated, Insulation and base membranes adhered with hot asphalt or cold adhesive may ("MOS") bonding g or agent. ( "Magnesium Oxide Slurry" mixed with cellulose) on all noncombustible deck classifi cations. Slurry" bonding "MOS y be adhered "Magnesium MOS i lso refer�,d to as "Magnesium Oxide Stony" ("MOS") � mixed at a rate of 1 bag "MOS Comment A° 2 consists of "MOS° mixed with 1 lb. of cellulose. MOS is also referred to as " ° Component B" and 5 gallons of water. MOS -A Eco -Tits bags °MOS Com ga SoPn'ma So bonding agent. ° pra -G may be substituted for 'Type G2° ply sheets In any of the below classifications. Soprema Sop IV" and Sop pre VI" may be substituted for °Type Gi" ply sheets in any of the below classifications. a eon " c non-combustible classification. thick SoptaRockTM DD Plus, Soprarock MDTM, or SoprarookTM MD Plus" may be substituted for any es A - OW Yeses hope // ase.ul.com/cgi- bua/XYy /t late /L,ISEX'T /1F1 F/sh • owpage,hbril?natn••• 12/16/2010 Ins: 2 Polyisocyanurate, glass fiber, perlite, wood fiber, any thldmess, mechanically fastened or adhered with hot II • • • • • • • • • • • • • •• • a mar �.1�f I 436 i" �l lu Sys110 • StAufseit; — Concrete pavers, at I0 Ib /ft2, or river bottom stone, at 1000 Ib /sq Cass ,, .. Puny fx33 Dom; Nt 2. Del 3. : NC e6o14i Iiiwre. 3/4 with hot roof n i)c Polyisocyanurate, glass fiber, g asphalt. rock wool, perlite, wood fiber, any thickness, mechanically fastened or adhered roofing tr"�alp: One or ivv g alpha r o plies Type G2, "Sopraglass 40 or "Sopraglass )00, Kr Sl'r' r= -- "Elastophene Sanded,' mechanically fastened or adhered with hot roofing asphalt chanica;iy fastened or adhered with hot Membrane: — "Elastophene FR GR," adhered with hot roofing asphalt or "Elastophene Flam FR GR" heat fused in place. &eciins: 3/4 Sands omen): with hot )' Polyisocyanurate, glass fiber, roofing asphalt. rock wool, partite, wood fiber, any is Sheet: thickness, mechanical) r, r„ brans: Type G2, °Sopraglass 40" or "Sopraglass 100 Y fastened or adhered Su Sopralene 180 Sanded" or "Sopralene 250 Sanded heat fused or adhered with hot roofing asp — "Curai Aluminum Roof Coating at 2 gal/sq. roofing asphalt @ asphalt, • NC Racine: 3/4 IIuegagg ®n ( ®s „sKt ®ee®i): ° PotyLsocyanurate, with hot roofing asphalt � glass fiber, rock wool, partite, wood fiber, any thIckness, mechanical) �9r� °one or two Iles T Y fastened or��r�ld C lily as ( „ 1,., °One : — "Elastophene Type G2, °Sopraglass 40” or "Sopraglass 100,” mechanically ° "Elastophene Elastophene Sanded," adhered with hot echanicatly fastened or adh Base Elastophene FR GR," adhered with hot moon" asphalt. Brad with Mot roofln a • • roofing asphalt or "Elastophene Flam FRG • • • • SRhffit. • 4a. : NC R °heat fused • • • • Encii:ee::1 /2 • • t IIeeeauir:,v,;�,,; (c.�i.,a. ®�i)e Po •••• • • • • with hot roofing asphalt. f i'anurate, glass fiber, rock wool, • •••• • • °one or two plies Type partite, wood fiber, any thickness, mechanical], • • • • ®— One or — °E Iles Type a landed adhered or "Sopraglass 100 " a i ed or ��ved • RrdeeeeF>Aeaos®: — mechanically fastened or adhered w • • • • • Sopralene 180 FR GR ", "Sopraiene 180 FR with hot mom flog Sop ene 250 FR GR," adhered with loot reoflhg "SoPralene Flam 180 FR GR" • • ita � ?t roofing asphalt. °Pralene Ham 180 FR GR" or ° • • • Sopralene Flom 250 FR GR," heat fused to place.pfli Pi • • 5. ° C -15/32 • • • Incline: 3/4 • • • • • • • • • • • • • Ensulatlon: ° Polytsocyanurate • • • Membrane: Sheet: — °EI astophene Sanded," mec ha In rally lP ned or adhered with hot rroofing asphd or adhered with hot rooftng apph8lt "Elastophene "Elastophene FR GR," adhered with hot roofing asphalt. roofing asphalt. C -15/32 • • • • • Incline: 3/4 gill ®POI with joints offset l n from r te, In deck, mechanically n, mechanically YAMS to ner or adhered with hot roofing s h asphalt. halt, covered with 1/2 in. wood fiber, Membrane: "Elastophene Sanded," mechanically fastened or adhered . — "Elastophene FR GR," adhered with hot roofing with hot roofing asphalt: 9 asphalt. 7• Beck NC Esidirre: No Limitation adher j ;: ;hot roofing � )_ asphalt. glass fiber, adhered Shaft — Type G2 orp"Ela ° partite, wood fiber, any combination, any thickness, mechanically fastened or mechanically "Elastophene Sanded, mechanically fastened or adhered with hot roofing asphalt; or "Eta " Y �tened or heat fused. SO 1'elast N Co " rams: Me — N9ammotrth Alu Flam," "Hamm 9 p "Elastophene Flam, hot roofing asphalt. oath 40 N mu " " p Copper" or SoPralast 50 N Alu," he fused or adhered with 7A. wiz: NC http: // ! :2 -1/2 Emu adhered with hot roofing asphalt. Yanurate, glass fiber, partite, wood fiber, any combination, any thickness, mechanical) mechanically fastened or heat "Elastophene Sanded," Y fastened or iieon�eheY fastened or oeat fused. mechanically fastened or adhered with hot roofing Sopralast White° heat fused or adhered with hot @asphalt; or Elastophene Flare," roofing asphalt. ti a se. ul. com/cgi-bin/X'YV/tomplate/LISEXT/1FRAME/sho 12/16/2010 ! ii~ t l • h 11436 - Roofing Syste nEls.r:q (t`�;'W "�aD) °One or more piles "Elastophene Phr astophene Flam," mechanically fastened or heat fused in place. mechancaily fastened or adhered with hot roofing asphalt, or ��^ - "Elastophene FR GR" adhered with hot roofing place. 9 asphalt, or "Elastophene Flan; FR 6R, heat fused in place 24a ��Par NC . Incline: 1/2 anon n (Optional): -- UL Classified 'i min or Pittsburgh Corning ^F Classified oiyyisocyanurate, glass fiber, rock wool, perlite, wood fiberboard, roofing or Pitts, MOTE: coming "F base sheet any c combination, any thickness except as noted, m G -P Gypsum adhered w x *.st:t required when optional insulation Is used. mechanic-ally fastened or adhered with hot ( mu: . One or more plies Type GI, G2, "Sopraglass 40 ^ " or adhered t ( hot roofing asphalt. Pits Qf• ;•r.ic, net): _One or �Praglass 100, Modified Sopra G," Sanded ," more piles "Elastophene Sanded," "Elastophene 180 Sanded," "Elastophene A mechanically fastened Sand "di astopenen "Sopralene 0 sanded," d r "SoPrab mechanically S', mechanically roofing " Y fastened ur adhered 180 PS," "Sopraiene 180 + -, i „ran ®: � "Sopralene P ase TG fastened or heat with hot g asphalt or "Sopralene Flam o R18 GR ", "$opraiene 180 FR GR 3.5 mm ", "So fused In place. Sing aSph Flam pralene Ham 180 FR GR'3.5 mm" or " "Sopralene m 2 250 RR GR,” at Sopralene Ham 250 Fdt GR," with hot roofing asphalt, or 25. leis: C-15/32 heat fused in place. SeeoDDnee 3/4 ,�.�r �` "�,,.ie °Min i/4 in. G -P G IIeeae m ( :+, (: —014in 1— Gypsum DensDeck®, mechanically fastened with all adhered with hot � PO►YLsocyanurate, glass fiber, perltte, wood fiber, art thickness, any 6 In. min from plywood Joints. roofing asphalt. Base (�;;`, "' "�D)= °One or more plies Types ° y , any combination, mechanically fastened or attached or adhered with hot mopping p1 YAes G1, G2, Sopraglass 40° or "SO �Dea�e�e ® Pping asphalt. Praglass 100," in any combination Ply Skeet — One or more piles "Elastophene Sanded," " , mechanically "Elastophene Sanded," "Elastophene 180 Sanded,'�Elasstophene Flinn" or "Elastophene Ham 2.2 adhered asphalt or mechanically attached fr¢e@sraeee °- One ply "Ela�Ahene FR GR," adhered with hot q P 2.2," ' with hot rooting roofing asphalt or Elastophene Flam FR GR," heat fused. • •••• • 26. r�+•_i tested. ' 27. �E_ • • :•••■•• • • • • Deck: NC • • • Incline; 1/2 •••• • • • • Insulin tafi..r� Oa;rN" •••••• • ••••• • ( �D)= — UL Classified • • Gypsum DensDec[� ®. US Gypsum Securock, i/4 (na mimntO�COVered with UL Classified glass fiber, rock wool, • • •••11.• noted. mote. Classified base sheet a ply sheet P�burgh Comm , n, an y Anal ibeexcept • • • • • • • ire 5 i, to (c� �.:. s; .; o ® required when optional Insulation Is�G�'°� Y combination, any ,t'- • fastened or adhered with hot One roofing or msp piles TYPe G1, Type G2 "So ra ° „ ' eXCept on °FOAi9GLAS ".• ►i exempt as' • Sa dad " (0s' >t,f .r+ D)o ° Oneor ore piles "EI Sanded," P glass 40, Sopraglass 100," °ModHted SApra G,�rpecha�GylY i • • "Sopralene 250 Sanded," °P astophene "Elasto hene 180 Sanded," or Sanded ," "S pralen or 250 Sander TG", mechanically oo�e S", mechanically fastened or adhered with ot roofing asp 180 �Pratenq, ng0 • • • — "Elastophene FR G fastened or heat fused in lace. g asphalt, or•�praiene Fr:m•1�s Ong asphalt " "Elastophene Ham " Pra"lene 180 FR .GR", "Sopralene 180 FR GR 3.5 mm ", "Sopralene 250 FR GR," adhered roofing ling heat fused l place. GR, °Sopralene Flam 180 FR GR , Sopralene Flam 180 FR GR 3.5 mm" or "Sopralene Ham 250 • Page 1Oof441 30. D 31. : NC Encikaai 1/2 $P�rY?T (igilt$,G1+D B — Y�CyBnUrate, glass fiber, rock w0°1 hot asphalt. D One or more plies Types G1, G2, °$o wool, Perllte and wood fiberboard any mechanically any td or a ss. faesrw®; v pragfass 40 or Sopreglass 100," mechanical Y One or more plies or combinations of the following membranes: °E Sanded ," ° ►Y fastened or adhered with "Sopralene 180 Sanded ,° "Sopralene 250 Sanded," following cold applied S Sanded adhesives at 1.5 al "Sopralene 350 Sanded ° li tens 350 , Ed with hot 180 Sanded," 1 g /s1/Ply. "FM Adhesive (VOC)," "FM Adhesive," a 3gh Velocity adhered with hot as ive' or one -fire Sullied — Gravel or crushed stone at 400 I "High Velodty Membrane Adhesive' or adhesives: "FM ravel or crushed "° lbs/sq or slag at 300 Ibs °�1plied ( ), FM. Adhesive, High Velocity Membrane Ad�veor " VOC 1° Oat one 4 following cold applied 32. " C-15/32 gals/sq. " 1/2 Mu; (0 [a:rcFOpp�� 9 a,. i . Polyisocyanurate , rock wool, Peritte and wood fiberboard ( {� �.�r;,� : glass fiber, hot as alt. ): ® One or more piles Types G1, G2, "Sopraglass 40" or "Sopraglass 00 any echanically fastened thickness. dhered with Nienninenes — One or more l "Sopralene 180 One ," "Sopralene P les or combinations of the following membranes: "S 250 Sanded," "Sopralene 350 Sanded " "Sopralene 350 Sanded h red "Elastophene sp Sanded," 1° following cold applied adhesives at 1.5 gal /sq/PIY: "FM Adhesive " " Sopralene 350 Velocity adhered with hot ��), "FM Adhesive," "High Vei shalt r' one of the °Gravel or crushed stone at 400 I �tY Membrane Adhesive" or• °FMA -VOG adhesives: "FM Adhesive (VOC)," "FM Adhesive gh Velocity 300 !bs/sq embedded Into hot asphalt or one of the following cold applied tY Membrane Adhesive" or °FMA- VOC -1" , at 3 to 4 gals/sq. 33. adhesives: C -15/32 Incline: 1/2 http: // database .ul.com /egi_b>i ,V pl e/LISF.XT /1 FRAE /shy wpage.html ?name =°o, 12/16/2010