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RF-11-1057'i4g)Y4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163608 Permit Number: RF -6 -11 -1057 Scheduled Inspection Date: October 20, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Weber Hall Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: BISCAYNE CONSTRUCTION Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360010160 -13 Phone: 305 -688 -7663 Building Department Comments TEAR OFF EXISTING TILE ROOF AND INSTALL NEW FLAT CEMENT TILE AND NEW SOPREMA SBS WITH B TARVEL INSULATION ON FLAT ROOFS Passed aff)/ Failed /d-' ( Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 160812. Not Ready. NB October 19, 2011 For Inspections please call: (305)762 -4949 Page 10 of 16 Lab Report No. S10-1630A FLORIDA TLC Providing Solutions to the Roofing Industry C.A. #: 26095 Lab Certificate: 09- 0715.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 11300 NE 2 Ave. Miami PROPERTY ADDRESS: Weber Hall OWNER: Barry University CONTRACTOR: Biscayne Construction Co. Inc. TILE TYPE: Spanish S ATTACHMENT PolyfoamTM / PolyproTm Testing Equipment: Digital Chatillon DFIS 200 Test Tabulation PERMIT No: RF -6 -11 -1057 ROOFING SQUARES: 220 ROOF PITCH: INSPECTOR INITIALS: AA TEST DATE: 09/30/2011 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -14 Passed 60 -74 Passed 120 -134 Passed 180 -194 Passed 240 -254 Passed 15 -29 Passed 75 -89 Passed 135 -149 Passed 195 -209 Passed 255 -270 Passed 30-44 Passed 90 -104 Passed 150 -164 Passed 210 -224 Passed 45 -59 Passed 105 -119 Passed 165 -179 Passed 225 -239 Passed THIS ROOF HAS: PASSED E] FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. 132 131 130 89 129 150 151 152 A Reviewed by: Alberto Cardona, '. . -Lic #17138 10735 SW 216x` St. 67 Unit 416 Miami, FL 33170 www.floridatec.net Tel: (305) 256 -4550 Fax (305) 256 -6833 MIAM COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Active Ventilation Products 311 First Street Newburg, NY 12550 -4857 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this accept?nce, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aura -D Ventilator LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #04-0622.03 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09 -0806.08 Expiration Date: 08/05/14 Approval Date: 09/23/09 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Roofmg Sub- Category: 07720 Ventilation Type: Static Roof Vent Materials Aluminum Deck Wood TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Aura -D (AV -24) Vent Vent : 28" dia. x 10" high Deck Flange: 30" x 30" x 6-%4" All parts 0.40" thick MANUFACTURING LOCATION: 1. Newburgh, NY EVIDENCE SUBMITTED Test Agency PRI Asphalt Technologies, Inc. APPROVED ASSEMBLY: System Type A: Cutout: Test Specification Product Description TAS 100(A) Factory assembled 24" opening aluminum static ventilation system. Test Identifier Description ate AVP- 005 -02 -01 TAS 100 09/24/03 Mechanical attachment of static vent over composite shingles. At chosen location and centered between two roof rafters and aligned a minimum of 18" from the ridge, cut a 24" diameter hole through shingles and sheathing boards. Installation: Starting with a shingle course down roof edge closest to horizontal centerline of the 24" cutout, roll all shingles in the area carefully upward, and completely remove all shingle nails that are exposed and within the area enclosed by the flange. Apply 3 4" continuous bead of approved roofing cement around the outside perimeter of the opening and two 3/8" beads of roofing cement beneath the vent flange at 1" and 2" respectively from the perimeter of vent flange, carefully slide upper half of flashing up roof beneath shingles previously rolled back, until base is centered over 24" cutout. Secure the base unit to roof using 11 ga. ring shank nails 1" from the edge at all four corners. Next place nails at approximately 7" o.c. from the corners and 1" from the outside edge of the flange. Use a minimum of (16) sixteen nails (See Fastening Pattern below). Nails shall be of sufficient length to penetrate through roof sheathing a minimum of 3/16 ". Apply approved roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Seal all nails and shingles edges with an approved roofmg cement. Net Free Area: Refer to manufacturers published literature. NOA No.: 09- 0806.08 Expiration Date: 08/05/14 Approval Date: 09/23/09 Page 2 of 3 LIMITATIONS: 1. Refer to applicable Building Codes for required ventilation. 2. Aura -D (AV -24) Vent shall comply with applicable Building Code. 3. This acceptance is for installations over asphaltic shingle or low slope roofing. 4. Aura -D (AV -24) Vent Vent shall not be installed on roof mean heights greater than 33 feet. 5. Aura -D (AV -24) Vent shall comply with 1517.6 of the Florida Building Code (FBC). 6. 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. DETAIL 4- i 1 30" Aura D Vent END OF THIS ACCEPTANCE APPROVED� NOA No.: 09- 0806.08 Expiration Date: 08/05/14 Approval Date: 09/23/09 Page 3 of 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No P' 11- I C Master Permit No. BUILDING PERMIT APPLICATION FBC-2-464 o Permit Type (circle): Building Electrical JUN 0c 2011 Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) 3M. i ?i� v y/ V / Phone # Owner's Address 173 o D ,%- Z� g-b'e City "4/177/L5 State _ Zip 3,3/& 1 �/9 \\ 1) Job Address (where the work is being done) 1.V€/3e2 1, 11 834 0 / E- 2 Ng /eve City Miami Shores Villa County . Miami -Dade Zip 3.3 ftoI Tenant/Lessee Name Phone # FOLIO / PARCEL # " 3 to oo e, - /6.40 -/3 Is Building Historically Designated YES NO Contractor's Company Name 1. ! S� 1 Ne 1fr�ecta� Phon� C.�gJ «4' " 7�c ✓? Contractor's Address 4 700 SGJ .3O S City Qualifier Name State Certificate or Registration No. State zip 23 3 /t{ I V n)4 LO 4. LA k' Architect/Engineer's Name (if applicable) Phone # (896) «Q — Certificate of Competency Nd. Phone # Value of Work For this Permit $ CVO/ g2■ //yc Type,of Works DAddition Describe Work: ❑Alteration Square / Linear Footage Of Work: DNew ❑ Demolition gr AI A 0 ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *Fees Submittal Fee $ Z ) Notary $ Scanning $ Radon $ Permit Fee $ ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Training/Education Fee $ CCF$ co/cc Technology Fee $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) J A Mortgage Lender's Address City State Zip • Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the, standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMIENT 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." a 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 q a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this`‘' day of 1 ; f , 20 , by P ;r; n A -t t v , who is ep rsonaiLy_kowwn to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: \ My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this day of �ca.� , 20 `\ , by Rou44 6J La t,Jc who is ersonally known to e or who has produced }C' as identification and who did take an oath. NOTARY PUBLIC: Sign Printjn\ >t iMIMS My Commission Expires: ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: .67A1-6::/t.9"-%; (Revised 02/08/06) YN PESTRITTO . :�a` r °B� ,, Notary Public - State of Florida °.ti..`Y�� Feb 12,2012 o, Commission # DD 757738 ,mil 'DP ?C Bonded Through National Notary Assn. ***IPA*** Plans Examiner Engineer Zoning Florida Department of Environmental Protection Division of Air Resource Management N in TICE OF ASBESTOS RENOVATION OR DEMOLITION ONLY) ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY •.� E ONLY) /❑ DEMOLITION 0 RENOVATION OOFING AS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO TYPE OF NOTICE (CHECK ON TYPE OF PROJECT (CHECK 0 IF DEMOLITION, IF RENOVATION: IS IT AN IS IT A P 1. Facility Name A Address 1/ 200 City Site Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130 -1540 File # ERGENCY RENOVATION OPERATION? ❑ YES ❑ NO NED RENOVATION OPERATIQN? ❑ YES ❑ NO Process # eisiL /,/t1 ( !fir ►yt. �s ®°z State f L, zip ; y County ttl ) Consultant Inspecting Site Building Size :ii c0`O ___;__ (Square Feet) # of Floors Age in Years Prior Use ( irhooUCollege/University T Residence Small Business Other Present Use: achoo / o ege/Universi Residence Small Business Other Facility Owner `°`° . ena� � e.J Lip t.S � ? Phone Address I / 3c) 0 _ cs. L , 1 City fl A ice) 4 te. Aa Stater L. Zip 691 6) a Contractosame /SCAM- ,c o /46,-7' 44,3 C__77 0 k r . Address 121-.- -‘ r L 3 O. Phone vo - t7 6‘,13 City - 41-e„ Florida License No. Scheduled Dates: Asbestos Removal (m Procedures to be used dd/yy) Start: (Check All That Apply): =- State tC-4. Zip 33.71 "i Is the contract exempt from licensure under Section 469.004(7), F.S.? /1? Finish: Demo /Renovation (mm/dd/yy) Stark YES ❑ NO Finish: Strip and Rem al Glove Bag Bulldozer Wrecking Bali Wet Method *MUST OBTAIN PRIOI Procedures for Unexp *Dry Method DERM APPROVAL BEFORE USING A DR METHOD cted RACM: " r� a 4 Feed' Explode Burn Down Asbestos Waster Trans,orter. Name Co V-711...-0 l tom: Phone ( S`t 2 ) Address City a State Zip VIII. Waste Disposal Site: Address Jame @e. 4J NJ Lk) City IX. Amount of RACM or ACM square feet s g material linear feet pipe cubic feet o RACM off facility components square feet ementitious material square feet resilient flooring rriOsquare feet asphalt roofing 3 W67 rfacin m eri I' State F C zip 1 V 7 MIAMI -DADE D.E.R.M. AIR QUALITY MANAGEMENT DIVISION This is to certify that the required Notification(s) Regarding asbestos have been submitted in Compliance with Applicalatweg -Te ions. ) I certify that the above information is correct and that an individual trained in the provisions of this regulation (4OCFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours./ Name of Owner / Ope i.ator /PRINT '_ (Signature of Owner / !Operator) DERM USE ONLY dros (Date) Po,tmark/Da ;e ID# (Contact, Phone #) e) .7( 161_01-158 5/06 DISTRIBUTION: White - DERM Yellow - Applicant Pink - Reserve Gold - Reserve DERM PLAN REVIEW FINAL APPROVAL DEPARTMENT t F ENVIRONMENTAL RESOURCE MANAGEMENT SIGNATURE CORE REVIEWER {� DATE 11 - k•wagfirt Ohl rsu P Rev t e wAttl . NO' E:.OF. COMMENCEMENT. . ItMBH1ILHhi 1E1l:l1 ll IMINI .. A COO/ ?AMU POSTED OR THE.= SITE ATTIME OF B 11oN • - • ' - - ' ' • • CFN• .201.180331 1R033.82 C! .OR-13k 37698 Ps 10669 (1010 • PE9 MIT NO. TAx FOUO NO 1/ 2- 4 DD/ / 1"1J: , ' -. RECORDED •- 05/24/200 11124139 • • = '-HARVEY MIN: CLERK OF COURT STATE OF FLORIDA: GObJNTY OF.MIAMI -DADE THE UNDERSIGNED herby gives notice that improvements w rn be made to•cerlaii real • property, and In armardance with-t 713; Rodda Statetes, the following informatkai: - Is provided in ttds Nonce of tominenaement. .111-DADS COUNTY: 'FLORIDA LAST POE • • • 1. Legal deatiription Of property and .streetfaddress: //3 dt) ./1/ 2'1"40 2. Description of improvement 3.Owner(s) name and adds ss: 30-121 ' JA ! !MeV Interest in property:__ D LOA /tl� � 3.3 Name and address of fee simple titleholder: Al/4 • . 4. Contractor's name and address: 33%S C- 0,0 N. U Gf a►D.ti %ILA. ., )4 vi e1 L .,3.rt3 /4' 5. Surety: (Payment bond required by nqr from contractor, if any) • • Name and address: Amount of bond $ E. Lender's name'and address: 7. Persons Within the state of Florida designated' by Owner upon whom notices•or other documents rna9'1 a served as provided-by Section 713.13(1)(1)7., Florida Statutes, " Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided In Section 713.13(1)(b). Florida Statutes. - -- - Name and address: • 9: Expiration date of this Notice of Commencement: (the. expiration date is 1 year from the date .of recording unless a - different • ;7- garti of Owner ( Print Owner's Name I3R11.ce 1= P ,. ip K 12$ ��w sworn to and snr • befote me this 2 'day of MAY Notary Public Print Notary's Name My cominisslon expires: 123.0t42 PAGE 4 E142 Wired by • MATE OF FLORIDA, CDU11TY OF DADE 1 HEREDY CERTIFY that ibis is a copy of the • `•IjE'J7 z� ,�1� r _ A.D. �.il WT111ESS my hand and Oficia1 Sea. wnOWY X11. CLERK. onicui and Owner's Notification Form 07 T 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 roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building 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 designated 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. eNsa 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupant of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. trIE Nke 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 root 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. Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting, venting shall not be requir Owner's/Agent's Signa Contractor's Signature: Property Address: Date: Permit Number: Plod& Buldng code Mon 2007 t Zane Urfferm Penult Api aaunion Form 0 2011 Master Pewit No. Cam's Name - Ica t ►Adds 1/300 /Ve' 204 I4Ve Process No. ��// ROOF CATEGORY ®i oaer Slope ® Mechanically Fastened 1b ®' erlAd &dna .0 Asphaltic 0 Metal PaneWildndes 0 Wood ShingiesiMudtes Shingles Are there 0 Prescriptive BUR.RAS 150 .. Gas Vent YesO No ROOF TYPE Tilpen Na urel° LPGXO 0 Now Roof R oflne 0 itmoverho 0 Repair 0 Maintenance ROOF SYSTEM SWORNIATKIN Lea Sir Roof Area (SF) SSasp•Slaped Roof Area (Mg Tom (89 q 700 • -? /,(13 oa • - 24',5oo' AISWIRIBIELand Sketch Roof P G ell end ,_ _:.. ... rood drains, scuppensi ova► scuppers end overflow drew. Wade. diraensionn of sections and levels, dearly tdenNty Ontmelons of ekwded prawns zones and bin at POW . - \,�� ®. 3 W 3 (07 E1W1 Miami Shores Village APPROVED ZONING DEPT BY DATE? BLDG DEPT ne -I(1r-ri SUS' To C MPUMGE WITH AU. FEDERAL 7" 9 '+G. sq 1 1 Rork la Bullring Code &Mon 2007 High Velocity 1hmicene Zone Uniform P Fonn Section D (Saa► Slooed Roof Sv ml Roof System Manufacturer: MDM6R Li le7 i fie Nance of Acceptance Number; 0 7 a7/0 0 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculation): P1:(lt 2 P'4, —85.7 P3; '/24.8 Mmdmum Realm the NOA Method of We 0 Slope: Rood 12 Steen SioDed Roof Svstom Description Deck Type: II oo° I4' %31.4 AO) Undedayment Ridge Ventilation? ,V'fr AsPit. 0 2240 ry ez- 3 A)A 1/ •r,� Mean Roof Moot a St Type a S .� � 6 �e e' kle Se] F U )-e f &) c 2.9iyais %`v /' %s a 8PZI Drip Qjikir✓�` .D74/V" 123_01-48 12/09 PAGE 4 For M for MB ares M i - "as s b .a00� z AMP �S E X laciSMS M Vibe M A "f al —Mes re.4?ffi Mg: £ or or ths to the Mr tx ;.'rtJ;JT Per RAS 127" ___A c ROA O. NOA R4-iftla Melted 2 Rewired lamest efliesidetes Walken 3. NOA Mr Required 1 MUNILWINIIM 1r IV sr MIL..1111 =UM Mali 1111116/111111' IIIIMMIIIIIIIM411111111.41111111111114/11 1111111116A' 11111111111W11111' MILAN R.. r:„� ■ r MILANI MAT ill *Must be used be gonjunedea whit c let of ssemeet based tBe system etzkezed by de Brewed Cesety Retard ef Wee wad Appeals. For Uplift booed tie systems ese MetheA 3. Compond the vetoes for F1 yids tke values for Fr. If the F' values ere water doe ar equal to the F, raw, fee' +f the Method 3 ooe Per RAS 12r has_ -__zb wit m_.)— Ws,__a see 8:__= NOAF° wz® 9 —Ws ! e: = 11(OAF' OP3S als =z w: eds8: = Pyg: )40&F Where to Ildbroaathob feet :7 --,711111. 11111111111111.1.77 7.**7117"1-17±n111111.111.1111. -S777;7V, '777'1 '-'771111111.2111.111 Whereto Old 129,01 -48 12/09 MOE 5 (if a component is nat used, Iderdify as WA") Sin elanufacturec . 2eM4 pimple.: to ^ 19# c4 . o Deakin t Pressures, Sinn RAS 128 or Caleuladonic s 2 Pinata' e44 Prita.lt .3 Design So,21OA SYstest Gaugaffhlolaissm .25 or, P5, slow Plat AnahodEase Sheet & Ala.Ira PIA* /0 AnchonEase Stuff Fastemnilkunrpteditt Insidation Base Eiv iSrAsI.S7q" Sizeant Meknes= 1. S T o p Insulathin layer; 1 D 2 eck P I +P , i' . Fla 04 Top InsulatIon Size and Tiddmesm ,0 /44 F/ k.Q ; Basra Stild Perim Canter 0- Medea as Appnesiae: Woottlamidng, tea. Edge T Cam, Card Base Semliki& C . . Etc. Rom Huth% Parapet Height, Height of Base Fes, Comfit Malettd Meknes, Fastener Type, Radom or Submit filamdeetunne Details that Comply wall 4tAS 111 and Chapter it .sip 9i Top MsuIat oa F tart �x.1 s aVS /4- ok / 0J.nt aseS s) &No.al't ,So Poig-Km% BM MO* LitrarttfleMatilifit Fly ShestMA No. of FIX* N9- Ply met FeatenerJt eg 1 00.14e iz TopP y-5oPiA' a-e.l ki,44► P2GR- surrattno: .2 4 PT weep ni, lect, "441... o,, 6L '/qC lc 3X1' 1 eQoia 11 o.C. S%66.@tted- % ® oec.v. wiime EaRG 7Word wsix .Pey30N® p✓le,eb' AVJi‘'4C 3 /a "R ; &i's e''v.C_ Mean Reof Hetht 23_01 -48 12!89 PAGE 3 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Qnadral Drive Wadsworth, OH 44281 MIAMI -DADE COUNTY PRODUCT CONTROL SECCION 11805 SW 26 Stree, Room 208 AUK, Florida33175 -2474 T (786) 315 -2590 F (716) 315 -2579 www.miamldade gav/building SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of coon materials. The documentation submitted has 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. Milk product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meat the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Suprema M g en Roofing 9 f. 11 Dom. LABELING: Each unit shall bear a permanent label with the manufacduer's name or logo, city, state and following statement: "Miami- -Dade County Product Control Approved", =lea otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has bin filed and there has been no change in the applicable building code negatively affecting the perfinmance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number pr -ceded 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. 09-0402.15 and consists of pages 1 through 118. The submitted documentation was reviewed by Jorge L. Acebo. NOA1 10- 0408.04 Batton Date: 03/01/16 Approval Date 02/24111 Page 1of118 ROOFING SYSTEM APPROVAL C Sob fetegon►: Material: Deck Type: Maximum Design Pressure TRADE NAMES LUdIst Sopra -O Modified Sopra -O sew Sopra IV or VI Colvent TG Colvent SA Colvent 180 TO Colvent 180 SA Elastophene Sanded Elastophene Sanded 3.0 Roofing Modified Bitumen SBS Concrete -620 psf OF PRODUCTS MANUFACTURED TABLE Test Dimensions fitecilicatlon 39" x 108' (3.5 ASTM D 4641 sq•) 39"x 108' (3.5 ASTM D4601 sq.) 39"x99' (3 sq.) ASTM D 6164 36" x 180' (S sq.) ASTM D 2178 Type IV or VI 39" x 49' (1.5 sq.) 39" x 49' (1.5 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x49'(1.5sq.) ASTM D 6163 ASTM D 6163 ASTMD6164 ASTM D6164 ASTM D 61.63 39" x 33' (lsq.) ASTM D 6163 ( Z(c ;(1.$.11 1[1:1:4 APPROVED 1 OR LABELED BY APPLICANT: Product 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 reinforce], smooth surfaced plyshe+t. Sopra IV or VI are used in multi -ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied heat weldable strips on back side. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side 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- 040E04 Expiration Date: 03/01/16 Approval Data 02/24/11 Page 2of118 Erg_ duct Dimensions, Elastophene HD 39" x 33' (1 sq.) Elastophene HS FR Elastophene Sanded FR Elastophene HR Elastophene HP 39 "x66' (2 sq.) 39 "x49'(1.5 sq.) 39" x 49' (1.5 sq.) 39" x 66' (2 sq.) Elastophene PS, 39" x 49' (1.5sq.) Elastophene PS 3.0 Elastophene SP 2.2mm Elastophene SP 3.0mm Elastophene Flam Elastophene Flare 2.2 Elastophene Flam HS FR Elastophene Flam HP IPPROYEO 39" x 491(1.5 sq.) 39" x 49' (l sq.) 39" x 33' (1 sq.) 39" x 49' (1.5 sq.) 39" x 33' (1 sq.) 39" x 66' (2 sq.) Test Snecft is atlon ASTM D 6163 ASTM D6162 ASTM D 6163 ASTM D 6163 ASTM D 5147 ASTM D 6162 ASTM D 6163 ASTM D 6163 ASTMD6163 ASTM D 6163 ASTM D 6163 ASTM D6162 ASTMD5147 ASTM D 6162 Product Deacrii Eton 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 reinfomed 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 burn -of film for heat weld bonding to the lop side. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn-off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic burn -off film). Glass reinforced modified bitumen membrane with a plastic bum -off film on the bottom and sanded on the top. Applied b heat welding or ribbon stripping (after removal of plastic burn -off film). Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic bum-off film. Applied by heat welding. Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn -off film. Applied by hest welding. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants and plastic burn-off film on both sides. Applied by had welding. Fiberglass/non-woven polyester reinforced modified bitumen membrane with plastic bum - off film on both sides. Applied by heat welding. NOA No: 104408.04 ._________) Expiration Date: 03/01/16 Approval Data 02/24/11 Page 3 of 118 Product Elastophene 180 Sanded Test o Scation 39" x 49' (1.5 sq.) ASTM D 6164 Elastophene 180 39" x 49' (1.5 sq.) ASTM D 6164 PS Elastophene GR, 39" x 33' (1 sq.) ASTM D 6163 Elastophene LS FR GR Elastophene FR GRorFR +GR Elastophene HR FR OR Elastophene HS FR GR Elastophene HP FR GR Elastophene Flam OR, Elastophene FIam LS FR GR Elastophene Flam FRGRorFR +GR Elastophene Flam HRFRGR Elastophene Flam HS FR GR 39" x 33' (1 sq.) ASTM D 6163 39" x 33' (1 sq.) ASTM D 6163 39" x 33' (1 sq) ASTM D 6162 39 "x33' (1 sq.) ASTMD5147 Product Dntlon Non-woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon mil. Non-woven polyester reinforced modified bitumen membrane with a sanded bottom and a plastic burn-off film on the top, used as a base sheet Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass scrim reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Woven fiberglass/polyester composite reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass/non-woven polyester reinforced ASTM D 6162 modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon snipping. Fiberglass reinforced modified bitumen membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by hat welding. Fiberglass 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. ASTM D 6163 Fiberglass scrim reinforce 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 fihn). ASTM D 6162 Woven fiberglass composite reinforced modified bitumen membrane with fire retardants, a plastic burry -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of 39" x 33' (1 sq.) ASTM D 6163 39" x 33' (1 sq.) ASTM D 6163 39" x 33' (1 sq.) 39" x 33' (1 sq.) PPROVFs3I NOA No: 10-0408.04 Expiration Data 03/01/16 Approval Dates 02/2411 Page 4 of Product Dimenelono Elastophene Flam 39" x 33' (1 sq.) HPFRGR Sopralene 180, 250 or 350 39" x 33' (1 sq.) 39" x 26' (g/ sq.) Sopralene 180 SP 39" x 33' (1 sq.) 3.5 mm Soprafix [S], CF] and [X] Soprafix 39" x 33' (1 sq.) 39" x 33' (1 sq.) Sopratix -e 39" x 33' (1 sq.) Soprafix (X) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 250 39" x 33' (1 sq.) 2pr31sne_F1am 39" x 33' (1 KO So�nraleneJ 180 250 or 350 Test Snecilicatton ASTM D 5147 ASTMD6162 ASTM D 6164 ASTM D 6164 ASTMD6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D 6164 ASTM D6164 ASTMD6164 Product 'Description Fiberglass/non-woven polyester reinforced modified bitumen membrane with fire retardants, a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). 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 and top surfaces. Applied by mechanical attachment, Lap self - adhered or sealed with approved cold adhesive. Non-woven polyester reinforced modified bitumen membrane with plastic burn-off film or sanded on the top and bottom surfaces and a 6- inch wide side lap. Applied by heat welding. Non -woven polyester reinforced MS modified bitumen membrane, Ix& sides covered with a plastic burn- offfilm, used as a baselply. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Non-woven polyester reinforces modified bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt, cold applied adhesive or ribbon stripping (after removal of plastic bum-off film). Non -woven polyester reinforced modified bitumen membrane with 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 1 NOA No: 10- 4408.04 Expiration Dam 03/01/16 Approval Date: 02/24/11 Page 5 of 1 Sopralene Flam 'Lk 250 or 350 J$, GRorFR +GR 1 Sopralene Flam 180 2.7 mm Sopralast Sopraster Fiam Soprastar Stick UNILAY Sopralene Stick Sopralene Flam Stick EPS Flam Stick Colphene FR GR, Colphene GR Colphene HR FR GR Sopratape 606 Sopramastic 200 Eiastoccol 400, 5 and 600c lie "E" ALSAN Flashingm 39" x 33' (1 sq.) 39" x 33' (1 sq) 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 ADP ROVE 01 *Ay ASTM D 6164 ASTM D6164 ASTM D 6298 ASTM D6162 ASTM D6164 ASTM D6162 ASTM D6164 ASTM D 6164 ASTMD6I64 ASTM D6164 ASTM D 6163 ASTM D6163 ASTM D 6163 Proprietary Proprietary ASTM D 41 Proprietary Proprietary Non-woven polyester reinforced modified bitumen membrane with fire retardants a plastic bum -offfilm on the bottom and mineral granules on the top. Applied by hat welding or ribbon stripping (after removal of plastic burn -off firm). Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum-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 mmlified 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 fin 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 fdm). Self adhered, polyester reinforced membrane with a release film on the bottom and a sanded top. Self adhered, polyester reinforced membrane with a release film on the bottom and a plastic bum-off film on the top. Self adhered, film surfaced, glass mat/glass grid rein-firmed membrane with a release film on the bottom and a plastic bum -off film on the top. Self adhered, granule surfaced, fiberglass rein membranes. Self adhered, granule surfaced, fiberglass scrim reinforced membranes. Bituminous tape for sealing of side and head laps. Caulking compound Asphalt primers. Cold - applied adhesive used to bond membrane to prepared substrates or to other membranes. One part polyurethane/bitumen rain, moisture cure compound. NOA No: 1008.04 Espiration Date: 03/01116 Approval Date: 02124/11 Page 6of118 ALSAN Polyfleece SBS Mastic SBS Elastic Cement Soprawa High Velocity® Insulation Adhesive II High Velocity® Insulation Adhesive III (HVIA -III) FM Adhesive FM Adhesive Trowel Grade FM Adhesive NOC) FM Adhesive (VOC) Trowel Grade High Velocity® Membrane Adhesive (HVMA) Sopraboard Granules APPROVED 1 4", 8" or 39" wide by 50' long 10.4 oz tube 5 gallon pail 39" x 26' (3/4 sq) 3 gal pail 4 dual cartridges per carton 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail or 55 gallon drum various 5 gallon pail or Supersac Proprietary Proprietary Proprietary Proprietary Proprietory Proprietary Proprietary Proprietary ProPrielorY Proprietmy Proprietary Non-woven polyester reinforcement used in the ALSAN Flashing system. Plasticized rubber/bitumen mastic compound. Elastomeric bitumen based mastic compound. 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. One part elastomeric urethane foam adhesive. Two part elastomeric urethane foam adhesive. Plastomeric bitumen based cold adhesive. Plastomeric bitumen based cold adhesive. Elastomeric bitumen based cold adhesive. Elastomeric bitumen based cold adhesive. Polyurethane bitumen adhesive. Proprietary Mineral fortified asphaltic cored coverboard between two layers of asphalt saturated fiberglass neat. Semi - ceramic coated colored granules. NOA No: 10- 0408.04 Expiration Data 03/01/16 Approval Date: 02/24/11 Page 7of118 • 'APPROVED INSULATIONS: Product Name ACFoam II, ACFoam III ACFoam Composite FlintBoard ISO, Flint Board ISO Cold FlintBoard ISO Plus Hytherm AP Hytherrn Composite ISO 95 +, ISO 95+ (25psi) ISO 95+ Composite EnergyGuard ISO, EnergyGuard Ultra EnergyGuard Composite Extruded or Expanded Polystyrene Gypsum High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prim, DensDeck Fireguard, DensDeck Prime Fireguard, DensDeck DoraGuard M- Shield H- Shield H- Shield CG H- Shield P, H Sizield WF ENRGY 3 Composite, Few Foam . F.JYJKQ ENRGY -3 Plus Thermaroof Composite UltraMax Multi-Max-3, Multi -Max FA -3 Thermaroof Composite -3 SECUROCK Gypsum -Fiber Roof Board APPROVED I r _ . TABLE 2 Product Description Polyisocyanurate foam insulation Composite polyisooyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate fan insulation Composite polyis ocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanucatc insulation Polystyrene Insulation Gypsum board Wood fiber insulation board Periite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite Insulation board Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Composite Insulation board Polyisocyanurate foam insulation 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. Soprano, Inc. Hunter Panels, Inc. Hunter Panels, Inc. Hunter Panels, Inc. Johns Manville Johns Manville Johns Manville RMax RMax RMax RMax US Gypsum NOA No: 10- 0408.84 Expiration Date: 03/01/1 Approval Date 02/24/11 Page 8of118 APPROVED FASTENERS: Fastener Number Product Name 1. Tri -Fix Fastening System 2. #12, #14 & #15 Soprema Fasteners 3. Soprafix [X)-BL #15 4. Soprafix Plates 5. Soprema. Plates 6. Sopradisc 7. Soprema Isofast IF/IFT 8. Sopmfuc/Soprafast 9. UNILAY Plate 10. #12, #14 & #15 Detkfast Fastener 11. Omega Fastener 12. Dekfast Hex Plate 13. Dekfast Lock Plate 14. Twin Loc-Nails 15. FM-30, FM-45, FM-60, FM-90 Fasteners 16. OMG AccuTrac Hextra Fastener 17. OMG 3" Standard Steel Plate 18. OMG 3" Square Plate APPF,OV6D j Table 3 Product Description Fastening system for base sheet attachment to lightweight concrete, gypsum or cementitious wood fiber decks. Fasteners for membrane or insulation attachment to wood, steel or concrete decks. Fasteners for membrane attachment to steel or concrete decks. AZ-55 Galvalume steel plate for use with the Soprafix system. Metal or plastic stress plates for use with Soprema Fasteners. Galvanized metal bearing plate used for side lap attachment of Soprafix system. AZ-50 Galvalume steel plate for use with the Soprafast System. Stress plates for membrane securement. Stress plates for Unmlay membrane se curement Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Base ply fastening systems for lightweight concrete, gypsum or cementitious wood fiber decks Base ply fastening systems for lightweight concrete decks Insulation fastener for wood and steel. Galvalume stress plate Galvalume stress plate. Dimensions 3" diameter plate with various length fasteners 2" diameter 3" diameter 2" diameter 2%" diameter 3" diameter 2-3/8" diameter 27/8 "x3'A" 3" x 3'A" 3" round 3" square Manufacturer (with Current NOA) Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. SFS Intec SFS Intec SFS Imes SFS Intec ES Products, Inc. ES Products, Inc. OMG, Inc. OMG, Inc. OMG, Inc. NOA No: 11 + , 04 Expiration Date 03/0 ► 6 Approval Dates 02/24/11 Page 9 of 118 APPROVED FASTENERS: Fastener Product Number Name 19. Olympic CR Base Ply Fasteners 20. NTB Magnum 21. NTB Plate 22. Lite -Deck 23. Lite -Deck Plate 24. Olympic Fastener #12, #14 & #15 25. Olympic CD-10 26. Olympic Fluted Nall 27. Olympic Standard 28. Olympic Plastic 29. Powerlite 30. Powerlite 31. Base -Lok Fasteners 32. Turbo Tube-Lok Fasteners 33. SFS Base-Lok Fasteners 34. Insul -Fixx Fastener 35. Isofast Fasteners 36. Extra Load Fasteners #15 37. Insul-Fixx S Plate 38. Insul-Fixx P Plate i:1PPROVEDi Table 3 Product Description Base ply fastening assembly 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. Base sheet fastener for lightweight concrete, cwf and gypsum decks Base sheet fastener for lightweight concrete, cwf and gypsum decks Base sheet fastener for Lightweight concrete, cwf and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, sal and concrete. Fasteners for membrane attachment to steel or concrete decks. Galvalume AZ50 steel plate Polyethylene stress plate Manufacturer Dhnenslons (With Current NOA) 3" round 3" round 3" round 3.25" round 3" round 1.75" long with 3" dia. head 1.75" long with 2" dia. head 1.75" long with 3" dia. head 3" round OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMO, Inc. Powers Fasteners, Inc. Powers Fasteners, Inc. Simplex Nails Simplex Nails SFS Intec, Inc. SFS Intec, Inc. SFS Inter, Inc. SFS Inter, Inc. SFS Intec, Inc. 3" round SFS Inter, Inc. NOA No: 10 -0408. Eapiratten Date: 03101/16 Approval Date: 02/24/11 Page 10 of 118 APPROVED FASTENERS: Fastener Number Product Name 39. Isofast Plate 40. #14 ES-I Fastening Systems 41. #12, #14 & #15 Dekfast Fastener 42. Omega Fastener 43. Dekfast Hex Plate 44. DekFlat Lock Plate 45. Tru -Fast TL Fastener 46. Tru-Fast Fastener 47. Tru -Fast HD or EHD 48. Tru-Fast MP -3 49. Tru-Fast Metal 50. Tru-Fast Plastic 51. ES Products Batten Bar- TL 52. #12 OMG Fastener 53. OMG Polymer Batten Strip 54. OMG MAXLoad 55. Olympic Heavy Duty 56. Olympic ASAP 3P 57. Olympic ASAP 3S 58. Isofast IF2 59. 'safest IF/IG 60. Isofast IFC/IW 61. #14 Dekfast HS 62. Galvalume Steel 3" Round Insulation Plate IAPPROVED{ Table 3 Product Description Square or oblong galvalume steel plates for use with Isofast fasteners Insulation fastening assembly with plate. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Insulation fastener for lightweight concrete, CWF and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polypropylene plate Batten bar Insulation fastener Modmed polymer batten bar Insulation fastener Insulation fastener Pre - assembled insulation fastener and plastic plate Pre-assembled insulation fastener and steel plate Insulation fastener Galvalume AZ50 steel plate Galvalume AZ50 steel plate Insulation fastener Galvalume AZ50 steel plate Dimensions 3" round 27/g"x3'A" 3 "x3 'A" 3" round 3" round 3" round 3" round 3" round 82 x 40 mm 70 x70 mm 3" round Manufacturer (Mk Oirrent NOA) SFS Infer, Inc. SFS Inter, Inc. SFS Inter, Inc. SFS Inter, Inc. SFS Inter, Inc. SFS Inter, Inc. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. ES Products, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intro, Inc. SFS Inter, Inc. NOA No: 10-0403.04 Expiration Date 03/01/16 Approval Date: 02/24/11 Pogo 11 0118 APPROVED FASTENERS: Fastener Product Number Name 63. K Fast Fastener 64. Dekfast Steel Batten Bar 65. Dekfast Coiled Batten Strip 66. Soprafix #14 PAS-2" SB Stress Plate 67. Soprema 3" Insulation Plate 68. Soprafix 2" — SB Stress Plate 69. Soprafix 2 -3/8" — SB Stress Plate 70. Soprafix (X) 2-3/4" Stress Plate 71. Soprafix MBB-R 72. Soprema #12, #14, #15 Fastener 73. Soprema PAS #12-3" Insulation Plate 74. Soprafix #21 -K Fastener 75. Tru -Fast DP 76. Tru -Fast SHD 77. Tra -Fast MPH-3 78. Tru -Fast MP -2000 79. Tru-Fast MPB -2000 80. Tru-Fast MPB -2400 81. Tru-Fast BB-18 Batten Bar 82. Tm-Fast BB -18-R Batten Bar 83. Tru-Fast Twin -Loc Batten Bar 1 APPROVED Table 3 Product Description Insulation Fastener Gaivalume AZ50 steel Batten bar Pre- assembled plate and fastener Stress plate Stress plate Stress plate Stress plate Metal Batten Bar Insulation and membrane fasteners Pre- assembled plate and fastener Insulation and membrane fastener Insulation fastener for wood, steel and concrete 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 Dimensions 2" diameter 3" diameter 2" diameter 2 -3/8" diameter 2-3/4" diameter 3" diameter 3" round Manufacturer (With Current NOA) SFS Inter, Inc. SFS Intec, Inc. SFS intee, Inc. Soprenaa, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. The Tru -Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru-Fast Corp. The Tm-Fast Corp. The Tm-Fast Corp. The Tru -Fast Corp. NOA No 10- 0408.04 Expiration Date: 03/01/16 Approval Data 02/24/11 Page 12 of 118 APPROVED SURFACING /COATING OPTIONS: TABLE 4 Application System Manufacturer Number 1. Generic 2. Generic 3. Soprema 4. Karnak Corporation 5. Soprema 6. Thermo Manufa tting Systems, LLC 7. United Coatings Manning Company 8. Insulating Coatings Corporation 9. Henry Company 10. National Coating larPROvIPI Gravel applied at 400 lbs1sqg adhered with flood coat of asphalt at 60 Ibtial. Slag applied at 300 lbs/sq., adhered with flood coat of asphalt at 60 Ibs/s q. Gravel applied at 400 Ibs/sq., adhered with FM Adhesive or FM Adhesive (VOC) at 4 gaUsq. Karnak #97 Fibrated Aluminum Roof Coating applied at an application rate of 1.S gal/sq. Cura1 Aiuminizer applied at an application rate of 2 gal/sq. Super Prep Roof Coating applied in two coats at an application rate of 1.5 gaUsq/coat. Roof Mate Coating applied in one base coat at a rate of 1.5 gaUsq, and one finish coat at a rate of 1.5 gallsq. 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. HE 2SODC White Elasiomeric Roof Coating applied in two coats at an application rate of 1 gaUsq/coat. Acryshield® A500 applied in two coats at an application rate of 1 gaUsq/coat. EVIDENCE SUBAIMED: A rcv/IdentiEer Atlantic & Caribbean Roof Consulting, LLC Florida Testing Engineering & Consulting Inc. TAS 114-D TAS 114-D Factory Mutual Research Corp. J.I.1W8AI.AM J.1.1Z3A6.AM J.I.2DOAO.AM 300507 309610 3008869 3002351 3017614 3025860 3026028 3023749 3029098 3032109 Dynatech Engineering Corp. 10.94.27 2491 -04.95 Exterior Research & Design, LLC 2003.02.97 -1 2003- 2.04.97 -1 2002.07.97 -1 2716.05.98 -1 2738.10.00 -1 2755.09.02 2760.02.05 -3 2761.09.03 2761.10.03-2 2764.09.03 2761.10.03-2 2774.04.05 2777.09.05 02843.02.05 -02 2774.04.05-R1 S6740.11.07 S12370.03.09-1 512370.03.09 -2 S12370.03.09-3 NEM 08 -0359 ITS / Warnock Hersey IRT of S. Florida Ai' PRGYEDI 990028 01-002 Name TAS 114 GL0904 -02 GL0409 -03 FM 4470 FM 4470 FM 4470 FM 4450 FM 4450 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 TAS114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 ASTM D 6163 ASTM D6164 ASTM D 6164 ASTMD6162 ASTM D 5147 TAS 114 TAS 114 Date 06.20.08 05.01.09 05.01.09 07.15.93 04.27.95 08.15.97 02.16.00 10.22.01 03.19.01 02.28.03 02.27.06 04.17.06 05.25.06 0928.06 10.25.07 07.21.08 1027.94 01.04.95 02.15.97 04.15.97 08.15.97 05.11.98 10.20.00 10.19.02 02.22.05 09.02.03 10.03.03 09.16.03 10.03.03 04.01.05 09.29.05 02.10.05 04.18.07 11.02.07 03.06.09 03.06.09 03.06.09 05.27.93 09.30.99 02.21.01 NOA No 10-0408.04 Expiration Data 03/01/16 Approval Daft 01 Page14of118 Deck Type 31.• Insulated Concrete Decks Deck Descriptions 2500 psi structural concrete or concrete plank System Type A(8): One or more layers of insulation adhered with approved adhesive or asphalt. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Laver ACFoam 11, ACFoam Minimum 1.5" thick Ton Insulation ver elation Fasteners Eagan (Table 31 Deasih!/tt2 N/A WA sul�aation Fasteners Fastener able 3 DensDeck� Minimum' /s " thick N/A N/A High Density Wood Fiberboard (requires two coat application of OlyBond) Minimum W' thick N/A N/A Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of vapor barrier or insulation. AU insulation shall be adhered to the vapor barrier or primed deck in full mopping; of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 112 or OlyBond Insulation Adhesive applied at a rate of 1 ga1J100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyiascyanurate side facing down. Base Sheets (Optional) One or more plies of Sopra -G, Modified. Sopm -G, Sopra 1V, Sopra V1, Soprabase, adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 Ibssq. Ply Sheet Qge or more Eiji &of Elastophene Flam*, Elastophene Flam 12 *, Sopralen° (18Q, 250 or 350) Flaw"`, or Sopralene (180, 250 or 350) SP, (not permitted as first layer on wood fiberboard) or One or more plies of Elastophene Sanded, Elastophene Sanded FR, Elastophene HR, Elastophene 180 Sanded, Elastophene PS *, Elastephene PS 3.0 *, Elastophene 180 PS *, Sopralene (180, 250 or 350) PS*, or Sopralene (180, 250 or. 350) Sanded or one or more plies of Type 1V or Type VI ply sheets adhered in a full mopping of approval asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. *Requires heat welded cap membrane. PP ROY E0I. , NOA No: 10. 0408.04 Expiration Date: 03101/16 Approval Date: 03/24/11 Page 24 81118 Membrane: Elastophene SP 22mm *, Elastophene SP 3.0mm *, Elastophene Flam GR, Elastophene Flaw FR GR or FR+ GR, Elastophene Flam LS FR GR, Soprastar Flaw, Sopralene (180, 250, 350) Flam GR, Sopralene (180, 250, 350) F1amFR s or FR+ GR, or Sopralast, heat we iddeed or Elastophene Sanded *, Elastophene Sanded FR *, Elastophene HR *, Elastophene 180 Sanded *, Sopralene (180, 250, 350) Sanded *, Elastophene FR OR or FR+ GR, Elastophene LS FR GR, Elastophene GR, Sopralene (180, 250, 350) GR, or Sopralene (180, 250, 350) FR GR, adhered in a hill mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs sq. to sand siufaced ply membrane. *Requires approved Surfacing. Surfacrn is O atonal on granular surfaced field cap membranes. Surfacing is Requic 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 approval coating system. Maximum Design -2173 psf (for W' thick High Density Wood Fiberboard) Pressure: (See General Limitation #9.) -232.5 put, (for Y4" thick Dens Deck) (See General Limitation #9.) Surfacing: CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a fall mopping of moved 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 clod 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 sheer allowing a continuous area of ventilation. Encircling of the strips is not amble. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbssq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 pd. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base shut or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determines) by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation Is specifically referred within the NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corms and corners). (When this limitation is specifically referred within this NOA, General Limitadon #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 10. 0408.04 Expiration Date 03M11/16 Approval Data 02/24/11 Page 118of118 MIAMIOAL BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WFST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony (Shake, Slate, Split Shake) Concrete Roof The LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami- -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building OfficiaL This renews and revises NOA #02- 1205.06 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. .„4-fret," NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Flat Profile Roofing Tiles Concrete 1. SCOPE This renews and revises a system using Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as manufactured Monier Lifetile LLC in Lake Wales, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Monier Lifetile LLC 1 =16V2" Saxony (Shake, Slate w = 12-3/8" and Split Shake) Tile .6" thick Trim Pieces 1= varies w = varies varying thickness Test Specifications TAS 112 Product Description Flat, interlocking, high pressure extruded concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 7161 -03 Appendix III 94-084 94-060A 25- 7183 -6 25- 7183 -5 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik-Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 NOA No.: 07-0710. Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 2 of 8 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Calculations Nutting Engineering 129 Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7094 25 -7496 25-7584 25- 7804b -8 25- 7804 -4 & 5 25-7848-6 25 -7183 Two Patty Adhesive Set System Restoring Moment Due to Gravity TAS -112 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Dec. 1998 March 1999 June 2007 February 1996 April 1996 December 1996 March 1995 April 1999 June 2007 Jan. 2007 3. MUTATIONS 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 underlaynent shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No.: 07-0710.05 Expiration Date: 12/16/12 Approval Date 09/07/07 Page 3 of 3 4. INSTALLATION 4.1 Monier Lifetile Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profile Weight W (Ibf) Length -1 (ft) Width -w (ft) Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 11.8 1.375 1.02 Table 2: Aerodynamic Multipliers -1 (ft3) Tile A (ft A (ft) Profile Batten Application Direct Deck Application Monier Lifetile Saxony (Shake, Slate and Split 0.185 0.200 Shake) Tile Direct Deck Battens Table 3: Restorin • Moments due to Gra - ft-Ib Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12° 6°:12° 7 ":12" or greater Monier Lffetile Saxony (Shake, Slate and Split Shake) Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.63 7.14 6.56 7.07 6.47 627 6.34 6.83 6.18 6.66 6.02 6.48 NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min.19I32" plywood) Battens Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile 2 -10d Ring Shank Nails 30.9 38.1 172 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 182 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 242 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 6: Attachment Resistance Expressed as a Moment Mf (ft Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile Adhesive 31.3' 1 See manufactures component approval for installation requirements. 2 Ftexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. NOA No.: 07-0710.05 Expiration Date: 12116/112 Approval Date: 09/07/07 Page 5 of 8 Table 7: Attachment Resistance for Single Patty Expressed as a Moment - Mt (ft -Ibf) Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Saxony (Shake, Slate and Split Shake) Tile PolyProm' 118.94 PolyProm) 40.44 3 Large paddy placement of 45 grams of PolyProm'. 4 Medium paddy placement of 24 grams of PolyProm. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lffetile Saxony (Shake, Slate and Split Shake) Tile Mortar Set° 43.9 5 Tile -Tits Roof Tile Mortar. 5. LABELING All tiles ghall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". Or BORAL- LIFETILE MONIERLIFETILE LLC, SAXONY TILE (LAKE WALES FL) LOCATED UNDERNEATH TILE NOA No.: 07- 0710.05 Expiration Date:12/1dJI2 Approval Date: 09/07/07 Page 6 of 8 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS WATERLOCK MONIERLIFETILE SAXONY CONCRETE ROOF THE (SLATE MODEL) NOA No.: 07- 0710.05 Expiration Date: 12/16/12 Approval Date: 09/07/07 Page 7 of 8 MIAMI<DY4DE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND GODS ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315 -2599 w .mlamldade 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 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 Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystk k MTS, IR Xe, TU, TU Plus and TU P LABELING: Each unit shall.bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #09- 0806.07 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11- 0203.02 Expiration Date: 09 /13/11 Approval Date 04/21/11 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick MTS underlayment Manufacturing Location #2 Polystick IR -Xe underlayment Manufacturing Location #1 & #2 Polystick TU underlayment Mattufacntring Location #1 & #2 Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Dimensions Roll: 65'8" x 3'3-3/B" 60 mils thick Roll: 65'8" x 313/8' 80 mils thick and 67 "x36" 80 mils thick Roll: 32'10" x 3'3 -3/8" 100 mils thick Roll: 65'8 "x3'3 3 /$' 80 mils thick Roll: 32' 10" x 3'3-3/8" 130 mils thick Test Specification 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 MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL APPROVED 1 Product Descriution, 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 and as a flat roof tile underlayment. A heavy granuled surface self adhering, APP polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. A non - wicking fabric surfaced, self-adhering, APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. 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: 04121/11 Page 2 of 6 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Exterior Research & Design, LLC #11756.04.01-1 #11756.08.01 -1 #02202.08.05 Trinity I ERD #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI Asphalt Technologies PRI01111 PUSA - 005 -02 -01 PUSH 018 -02 -01 PUSA- 035 -02-01 PUSA - 033 -02 -01 PUSA- 055 -02 -02 PUSA 083 -02 -01 PUSA - 089 -02 -01 Momentum Technologies, Inc. JX20H7A RX14E8A DX23D8B DX23D8A INSTALLATION PROCEDURES: Deck Type 1: Wood, non-insulated Base Sheet: Fastening: Membrane: Surfacing: Test Name/Renort 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 ASTMD 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & 0155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & 0155 TAS 103 /ASTM D4798 & 0155 • TAS 103 /ASTM D4798 & G155 Rats 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 One or more plies of ASTM D 226 Type II or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick membranes self - adhered. None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the save, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-%" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over The underlayment. IAPPROVEDI NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal 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, IR-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR -Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the proceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe is limited to mechanically fastened roof the applications. Polystick MTS is limited to mechanically fastened with battens roof file applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof the applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof file underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Pins TU P Flat Tile Prohibit without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Cute requirements, Polystlek MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. 1APPRQYEDj NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04/21/11 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 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 P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, 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. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. APPROVED BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following. 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clever" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back nailed. (Please + refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 04021/11 Page S 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 W' /12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum.of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self- adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 Ibs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 8944563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 8944563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 11- 0203.02 Expiration Date: 09/13/11 Approval Date: 01/11 Page 6 of 6 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33173 -2474 T (786) 315 -2590 F (786) 315 -2599 www.ntlamblatle.eov/huRdioni 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 ,1urisdiction (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 Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers NOA No.: 11-0124.04 Expiration Date: 05/10112 Approval Date 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: product Dimensions, int Specifications Polypro AH 160 N/A TAS 101 Foampro® RTF1000 N/A ProPack® 30 & 100 N/A Product Descrintion Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: P Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.61bs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change © -40° F., 2 weeks +6.0% Volume Change ©158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 11-0124.04 Expiration Date: 05110/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Aeencv Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739 -062b[1) ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454-10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMIITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F'— �_w 2 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 Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance' with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the 'B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foainpro RTF1000 or ProPack 30 & 100 dispensing equipment only. 7. Polypro AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polyproc) AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE APPROVED NOA No.: 11-0124.04 Expiration Data 05/10/12 Approval Date: 04/14/11 Page 7 of 7 TGFU.R11436 - Roofing Sys* Th Zee General IdgEmini n for honor cuss me• SOPGBEVj II 1C 310 QUADRAL DR WADSWORTH, OH 44281 USA 1. Reds C-15/32 TreRD.Rn 4SC MoeR ng Mme FLUID APPLIED COATING SYSTEMS IncR am 1 CAA R11436 Page 1 of41 Insulation (Optional): — Poty�Cyanurate, glass fiber, aerate, wood fiber, radcwaol, any t 1ckness, any combination, loose laid, mechankcily fastened or altered. Coverbeard: — Minimum 14° thick Securodc, DensDedc.DensOeck Prime, or DensDedc : 'Primer: — Akan RS 276 Primer apply at the rate of 1.0 gallon per 100 ft2 (or 0.9 �. adhered. B� Coat — Alsan RS 230 Ftdd applied at the rate of 3.91 ( • — While the base coat of Alsan RS 230 Is a layer 100 ft2 en, needle . weighing more than 115 g.s/m2) is applied and rolled so that air bubbles are �, needled punched polyester reinforcement fabric • Top Caw — Alsan RS 230 Field applied at the rate of 1.95 gallon per 100 ft2 (or 2.0 kam2). 2.Declo C -15/32 Incline: 1 -1/2 ineolation 111 mechanically f or r adheredPO androth, t fiber, PerUte, wood fiber, rocforrool, any thickness, any combinattaa, loose [aid,, - , Coverboard: — Minimum 14° thick Seaurock, DensDedc, tic Prime, or DensDedc DuraGuard mechaniwily- fistened or acfh„ errd. !Primer: — Akan RS 276 Primer applied at the rate of 1.0 gallon per 100 ft2 (or 0.9 kg/m2). 1111, Comex — Akan RS 260 LO Field applied at the rate of 3.91 gallon per 100 ft2 (or 2.0 kg fm2)- Reinforcement: While the base coat of Alsan RS 260 LO Feld Is wet, a layer of non- woven, needled ^ , , • 4Als.fester reInfzrAtm4rAt fabric (not weighing more than 115 grs /m2) Is applied and rolled so that air bubbles are removed. Maui r Top Coat: — A RS 260 LO Field applied at the rat of 1.95 gallon per 100 , (or 1.0 - 3. Dade NC Incline 1 1.1 111 ,, 1 , , 1 „ „ 19 1 Primer: —Akan RS 276 Primer applied the rate of 1.0 gallon 2 ' ' '1f 1 1 1 1, Base Coat: — Alsan R5 230 Field rate g per per 100 ft2 (or 0.9 2.0 kg/m2). ). , , Base r — While the base of Alsan RS is 1 gaiton per 100 tta (or 2.0 needled _ , , , weighing more than 115 wet, a layer of non - woven, needle punched polyester reinfor nee r m2) is applied and rolled so that air bubbles are removed. Top Coats — Man RS 230 Fletd repelled at the rate of 1.95 gallon per 100 ft2 (or 1.O kg/m2). SINGLE PLY ROOPSRtG SYSTEM; MODIFIED saris abl MEMBRANES) Unless otherwise indicated, °Soprdboard" 1/8 In. or 3/16 in. may be used as a cover board over insulation in the systems below. Unless otherwise Indicated, the roof lnsulatkm is mechanically fastened, adhered with hot roofing asphalt or urethane insulation adhesive. applicable dasstficatior� Granular," heat fused in piece, Is an b� alternate to `Etastophern@ FR Granular," adhered with hot roofing asphalt, In noncombustible roof roof decks alternate to 40,0 Mass 100° and Type G2 base streets in appil on Unlesms therwi indicated, PRACOLL E° or °FM Adhesive" -membrane cold adhesive. may be used as an alternate to hot mopping in exceeding 1-1/2 In. to the ill R. PlilaatabaS"Lealnkgi bin DCYV/temn#atP./r .TCRirret VD A 1 i ' ,. -- . TGFU.R 1 1436 - Roofing Syste Page 2 of 41 • Unless otherwise indicated, "COLPLY ADHESIVE BRUSH GRADE ", "FM Adhesive (VOC )°, "Soprastar Adhesive' or "High Velodty Membrane - Adhesive" cold membrane adhesive may be used as an alternate to hot mopping asphalt in systems limited to inclines not exceeding 1/2 in. to the horizontal ft. Unless otherwise indicated SQPRACOLLE °E" modified asphalt hot mopping adhesive may be used as an alternate to hot mopping asphalt M systems limited to tndines not exceeding 1 In. to the horizontal ft. Unless otherwise indicated, on all noncombustible deck systems vapor retarders or ply sheets are optional beneath roof insulation on all systems. Type G3 fiberglass reinforced cap sheet may be used in lieu of the Type G2 base sheet spedfied below: "Elastophene Ram HP"'Is an acceptable alternate to "Soprelene FIam180" in all applicable motions. "Elastophene HP FR GR' in an acceptable alternate to "Sopralene 180 FR GR" In all applicable aassifications. "Elastophene Ram HP FR GR" is an acceptable alternate to Sopralene Ram 180 FRGR" Only UL aassilled roof insulation's (excluding polystyrenes) are to be utilized M the insulated systems described below in any thickness or combination or as noted in individual aassMcations, mechanically fastened or either adhered with hot roofing asphalt or UL assailed urethane insulation adhesive. Any noncombustible deck aasslficatIon incorporating polylsocyanurate Insulation may substitute the polylsocyanurate with EPS covered by a layer of 1/2 In. thick (min) wood fiber board or 3/4111. thick (min) peyote board. One -half In. thick (min) gypsum board or 1/4 -In. thick (min) G-P Gypsum Dens Deck® or DensDeck Prime® or Owens Coming 1 /4-tn. t (min) use over combustible b( in.. min) edging roof decks � must be under tYm� the o resulting ". the joints in the gypsum for board and overpayment board are offset 6-in. with the joints In the plywood deck. Unless otherwise indicated, a suitable alternate to membrane (cap sheet) Ong (potted to hrdines not exceeding 2:121e. to the hr bOntal ft) is gravel or crushed stone at 400 Ibs/sq or slag at 300 ft% embedded Into hot roofing asphalt or concrete pavers, 10 Ib/sq min. Unless otherwise indicated, 13astophene Sanded° Is an acceptable alternate for the first base sheet In any of the following aassificattons. • Unless otherwise indicated, "Soprastar Ram 180 °, "Soprastar 180 Sanded" can be used In lieu of "Soprastar Flan° and "Soprastar Sanded", respectively, limfb3d to a 1-'h:12 Incline, and restricted to non-combustible systems or combustible systems where Y " Secumc k, Deny DensDec c Prime or DensDeck DuraGuard Is required as a harder board. Unless otherwise indicated, "Soprastar 180 Stick° can be used In lieu of "Soprastar Stick', Mated to 1:12 Incline, and restricted to systems or combustible systems where 14" Securody Desk, DensDeck Primer or DensDeck DweGuard Is required as a barrier boat+u.' , acceptable membrane alt ematives unless Otherwise indicated designated *Ram' are always lit bused or torch applied � vvhite,bll k4661' acceptable membrane alternatives are either adhered with hot roofing asphalt or membrane cold adhesive. "Sopralene 250 FR GR" " 'Elastophene HP" °Sopralast 50 TV Alit' or "Sopr R° lene Ram 250 FR G R So{„Wast TV Copper," "Sopralast 50 , ° °Sopralast Stainless Steel,° °Sopralast Alu; "Mammouth 40 TV Alu° or "Mammouth Alu Ram° "Sopralast Copper , °Sopralast Stainless Steel° Sopraboard1/8, Sopraboard3 /16, Sopraboardl/4 �— "phene Ram HR 3.0 mm," "Elastophene Sanded° "Elastophene PS° httrrJ /dataha s vorrwrii rn •'r..,_ °. 1 • ,., °Sopralbc (X) 3.5 mm" "Colvent Flam SA" "Elastophene FR GR HD," " Sopralene 350 SP° °Elastophene HR 3.0 mm° TGFU.R 11436 - Roofing Syste "Elastophene HR Sanded" "Sopralene 180 Sanded" * Sopralene 350 Sanded° "Elastophene 180 Sanded" "Elastophene FR GR" "sue" °Colvent SA" Page 3 of 41 "Eastophene SP 3.0 mm," "Elastophene SP 2.2 mm," "Elastophene Sanded FR," "Elastophene HR Sanded,' "Elastophene Flam 2.2 mm," "Elastophene° °Sanded 3.0" or "Eastophene PS 3.0 mm° "Elastophene HS ", "Elastophene Flam HS °, "Elastophene HS 62 ", "Elastophene HR 2.2 mm", "Elastophene Flam HR 2.2 mm° "Sopralene Ram 180," "Sopralene 250 Sanded," " Sopralene Flam 250," " Sopralene 250 Sanded 3.5 mm", " Sopralene Flam 250 3.5 mm" " Sopralene 180 3.5," " Sopralene 180 PS; " Sopralene 180 PS 3.5° " Sopralene Fiam 180 2.7 mm," " Sopralene 180 SP", " Sopralene 180 SP 3.0 mm" °Sopralens 250 SP," " Sopralene 250 PS" or "Sopralene 250 PS 2.7° " Sopralene Flam 350 ", " Sopralene 350 PS°, 'Ns "Elastophene 180 PS° or "Eiastophene 180 SP° " Sopralene 180 Sanded 2.2 mm" "Elastophene HR FR GR," "Elastophene Flam FR GR° or °Elasiophene Flam HR FR GR" httpJ /database ul.00m/cai bin/XYVtt +u ,*Pa reMPT/1 VD .11. t. - - -- - • TGFU.R 1 1 436 - Roofing SystrTh °Convent TG" aQre °Elastophene Sanded FR" "Elastophene Foam FR" "Elastophene FR GR" "solvent Flom TG" Page 4of41 °Elastophene HS.FR °, "Hastophene HR Fit ", "©astophene Firm HR FR" "Elastophene Flam GR" °Elastophene Flam HS FR" "Elastophene HS FR GR" "Elastophene Flinn HS FR" "Elastophene LS FR GR" °Elastophene Ham LS FR GR" +Limited to noncombustible decks Incorporating gypsum wallboard or G-P Gypsum Denspedk® °grip" insulation may be used whenever Pelyisocyanurate insulation is used. G-P Gypsum °DensDeck Primer° may be used as an alternate to G-P Gypsum DensDeck®. Unless otherwise Indira, when a noncombustible deck system Is =dated with a minimum 1 -1/2 in. thick polylsocyanurate insulation, one or more layers of G1 or G2 may be mechanlcapy fastened or hot asphalt attached din ctly to the roof deck without changing the clas;ilicatlon of the system. Unless otherwise Indicated, the use of a vapor retarder (not UL or plY sheet combustible or noncombustible roof deck and beneath the roof insulation, is acceptable as vapor �� a n mac' either the The vapor barrier may be viewed as optional In an Classified roofing systems. change exf ing on ter Ile Unless otherwise Indicated, the roof insulation is mechanically fastened, adhered with hot radial asphalt or UL Classified urethane tin adhesive. 1 in. thick min. tongue and groove board is a suitable alternate for 15/32 in. thick plywood decks with ail joints blocked. Except for systems that do not Woof breMsul� suitable References to potylaOCyanurate i Minimum 14° dick U5 Gypsum have an incline exceeding 3:12, °High VeJoctty Insulation Adhesive Adhesive III VGreenr may be noncombustible roof deck •: Unless Slurry° (° 5) indicated, °Eco Tite° bonding agent, "Magnesium Cbdde Slurry° ("MOS") consists of "MOS" mixed with 1 lb. Soprema Sopra -G may be de insulation within the Classification, the following systems may utilize any thickness of perUte, glax' hater, poi yanutste/perti a or poyurethane/perfite insulation hot mopped or bstitute for an Insulations on noncombustible decks only. �y ' latlon may Include "M-Shield", 'Tapered 14-Shield", °M- Sheld -CG" or Tapered M-Saio+dl;i». may be substituted for minimum W Georgia -Pad& Dens-Deck® to all decke bf es t ha do. rte, have a glass reinforced base sheet or glass reinforced base membrane directly overt k ®. •, e lodty lnufon Or, "High Velocity Insulation -Adhesive PG° ot, ,delocfy irsdatk n � on. adhere n or barrier to the roof deck, or to adhere layers of insulation together, in any and base membranes adhered with hot um Oxide Slurry° mixed wl to cellulose) on asphalt or cold d� classifications. M' �i° ate m Oxide 4kffi mixed at a rate of 1 bag "MOS Component A °, 2 bags °MOS Component B° and 5 gallons of water. 140S-A° centime. MOS is also referral to as °Eco -lite° bonding agent. for 'Type G2" ply sheets in any of the below moons. be substituted for "Type G1" ply sheets In any of the below classifications. DD, Sop TM DD Plus, Soprarodc MDTM, or Soprar�CTM MD ham" may be substituted for any Soprema "Sopra IV" and Sopra Minimum 1" thick Soprema Sopra insulation in.any non - combustible 1. Declu NC Class A - Ballasted =fin ( 1)n — Potyisocyanurate, glass fiber, ler i e, wood fibs', any thickness, medranlaiy famed or adhered with hot http://clatabase icam egi- bin /XYWten4dattA ISEXT /1 FRAME/sho a html?namt ... 19/1 n1 n TGFU.R11436 - Roofing Syst Page 6 of 41 Serfackts: — Concrete pavers, at 10 Ib/ft2, or river bottom. 00 lb/sq. Class a - Rally [Adhered Iotdinre: 3/4' 1. Dads NC with o (Optional): — Poiyisocyanurate, glass fiber, rock wool, perlite, wood fiber, any thickness, mechanically fastened or adhered roofing asphalt. ! Shoat (Delcous1): — One or two plies Type G2, "Sopraglass 40" or "Sop►aglass 100," mechanically fastened or adhered with hot roofing asphalt. Ply Skase, — "Elastophene Sanded," mechanically fastened or adhered with hot roofing asphalt. Meanhrense: — "Elastophene FR GR." adhered with hot roofing asphalt or "Elastophene 2. Deleted. 3. Deck NC Incline: 3/4 Insulation (Opal): — Polyisocyanurate, glass fiber, rock wool, peyote, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheeb — Type G2, "Sopraglass 40" or "Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt. t+e waee: " Sopralene 180 Sanded° or " Sopralene 250 Sanded," heat fused or adhered with hot roofing asphalt. • Surfadng: — "Curs!" Aluminum Roof Coating at 2 gal/sq. 4. Deck: NC Indite: 3/4 with (fig (Optional): a — PolyfsocYa►u+rete, glass fiber, rock wool, perlite, wood fiber, any thickness, mechanically fastened or adhered Base Sheet — One or two piles Type 62, "Sopraglass 40" or "Sopraglass mechanically fastened or adhered with hot roofing asphalt. Ply Sheet (Optional): — "El�ophene Sanded," adhered with � ng asssphalt. Membrane: — "Elastophene FR GR," adhered with hot roofing asphalt or elElastophene Flam FR GR," heat fused in place. 4a. Dedt NC Incline: 1/2 Itn (mil): — Pofyisocyanurate, glass fiber, rock wool, petite, wood fiber, any thickness, mechanically fastened or adhered with hot roofing asphalt. Mese Sky — One or two plies Type G2, "Sopraglass 40° or "Sopraglass 100," mechanically fastened or adhered with hot roofing asphalt.. Ph Sheet (Optional): — "Elastophene Sanded; adhered with hot roofing asphalt. dlentbrarte: — ."Sopralene 180 FR GR ", "Sopralene 180 FR GR 3.5 mm° or " Sopralene 250 FR GR," adhered with hot roofing Melt qr Sopralene Flam 180 FR GR° , "Sopralen a Flam 180 FR GR" or " Sopralene Ftam 250 FR GR," heat fused in place. , 5. Bede C -15/32 Lmiine: 3/4 insulation: -- Polylsocyanurate, glass fiber, rock wool, periite, 2 In. min, mechanically fastened or adhered wain hot roofing aLsphalt Base — "Elastophene Sanded," mechanically fastened or adhered with hot roofing asphalt ate: — "ElastDphene FR GR," adhered with hot roofing asphalt. , 6. Dente C-15/32 incline: 3/4 Insulatkeu — Poiytsayanurate, 1 -1/4 in. min, mechanically fastened or adhered writlh hot roofing asphalt, covered wi h 1/2 in. 74aogd with joints offset 6-In. from joints In deck, mechanically fastened or adhered with hot roofing asphalt. e R ,5 adhered with hot roofing asphalt Iternbrace: — "Ea e FR ade mechanically asphalt. 7. Dale NC Incline: No Umltation adhered ns with hot Opt (Optional): — Poi � asphalt. anurate, glass fiber, pew, wood fiber, any bombinaton, any thickness, mechanically famed or Base Sheep — Type G2 or "Eiastophene Sanded," mechanically fastened or adhered with hot roofing asphalt; or "Elastophene Flam," mechanically fastened or heat fused. P- stnbrener — "Mammouth AIu Flam," "Mammout► 40 TV AIu," "Sopralast TV Copper" or "Sopralast 50 TV Alu," heat fused or adhered with hot roofing asphalt. 7A. Dew NC I8cllne: 2 -1/2 Ilnsulation (Optional): — Polylsocyanurete, glass fiber, pew, wood fiber, any combination, any Inkiness, mechanically fastened or adhered with hot roofing asphalt Base Sheallb — Type G2 or "Elastophene Sanded," mechanically fastened or adhered with hot roofing asphalt; or "Elastophene Elam," mechanically fastened or heat fused. e "Sopralast White heat fused or adhered with hot roofing asphalt. : / /databaSe ll. "Ot/ imfnTrl i Y V rtM�wtw4A%t Wri r11,„ y • i ice, , • TGFU.R 11436 - Roofing Syste Page 10 of 41. �7 It ik (, �ou�^ @): — One or more plus "Elastophene Sanded,° mechanicalty fastened or adhered with hot roofing asphalt, or Elastophene Flam," mechanically fastened or heat fused in place. M3ealrrerre: — °Elastophene FR GR" adhered with hot roofing or Tlastophene Rain FR GR," heat fused in place. 24a. Dacia NC • l llagc : 1/2 . • • Insulation ( ): — UL Classified polytsatyanurate, glass fiber, roc wool, perlite, wood fiberboard, G-P Gypsum DensDeclt®, 1/4 in. min or Pittsburgh Corning °FOAMGLA5 , any combination, any thidowess except as noted, mechanically fastened or adhered with hot roofing asphalt. NOTE: classified bash sheet below required when optional Insulation Is used:. • nee ( 'ewe: _ One or more plies Type G1, G2, "Sopraglass 407 "Sopraglass 100," "Modified Sopra G," mechanically fastened or adhered with hot roofing asphalt. Ply Eirest ( l): — One or more plies °Eiastophene Sanded, "Elastophene 180 Sanded, "Elastophene 180 PS," °Sopralene 180 Sanded ," "Sopralene 250 Sanded, or "Soprabase 5 ", mechanically fastened or adhered with hot roofing asphalt, or °Sopralene Flam 180,"Elastophene Flam," or °Soprabase TG", mechanically fastened or heat fused In place. Mervidrrane: — "Sopralene 180,FR GR ", °Sopralene 180 FR GR 3.5 mm ", "Sopralene 250 FR GR,' adhered with hot roofing asphalt, or °Sopralene Flam 180 FR GR," "Sopralene Flam 180 FR GR'3.5 mm' or "one Flam 250 FR GR," heat fused In place. • 25. Deck: C-15/32 Incline: 3/4 Barrier Board: — Min 1/4 in. G-P Gypsum DensDedcg, merhantratly fastened with ail joints stagger! 6-In. mho from plywood joints. Ier tion (Optional): — PolyL+�yanurate, gds fiber, iterate, wood fiber, any NNdoeiss, any combination, mechantcally fastened or adhered with hot roofing asphalt. Base Sheet (Optional): — One or more plies Types 61, G2, "Sopraglass 40° or °Sopreglass 100; In any combination, mechanically • attached or adhered with hot mopping asphalt. Ply Piternbranes — One or more plies °Elastophene Sanded; "Etastbphene 180 Sanded°. Ply Sheet — "Elastophene Sanded," "Elastophene 180 Sanded,' "Elastophene Flam° or *Elastophene Flam 2.2,'adhered with hot rooting asphalt or mechanically attached Membranes — One ply "Elastophene FR GR; adhered with hot roofing asphalt or "Elastophene Flair FR GR,' heat fused. 26. Deleted. 27: Deleted. ' 28. Deleted. Inane: 1/2 Insulation (Optional): — UL Classified polytsocyanurate covered With UL Classified glass fiber, rock wool, perilte, wood fiberboard, G-P noted. Note:: Classified i Gypsum or 1/4 I . min or Pittsburgh Coming °FOAMGLAS,° any combination, any thickness except as ply required when optional insulation Is used, except on °FOAMGLAS . Base Sheet (Optional): — One or more plies Type 61, Type G2, "Sopraglass 40,° "Sopraglass 100," 'Modified Sayre G, ". mechanically fastened or adhered with hot'rooflng asphalt. Ply Street (Optional): — One or more piles "Elastophene Sanded," "Sastophene 180 Sanded," "Elastophene 1$0 PS„ "Sopralere -lam Sanded , Sopralene 250 Sanded; or 'Soprabase S', mechanically fastened or adhered with hot roofing aspha't, or 'S.4pralene Hang 480", "Elastophene Ram," or "Soprabase TG ", mechanically fastened or heat fused In place. GrJenfbrarws — "Elastophene FR GR," "Sopralerre 180 FR GR", "Sopralene 180 FR GR 3.5 mm ", °Sopralene 250 9^'1'1; adhered war hc� FR R " asphalt "Elastophene Ram FR GR," "Sopralene Flam 180 FR GR", "Sopratene Flam 180 FR GR 3.5 may" or Sooralene Flamr250 heat 30. Deleted. 31. Deck: NC Udine: 1/2 Insulation (Optional): — Polyisocyanurate, glass fiber, rock wool, perlite and wood fiberboard any combinatloi. s, any ihidcrieri. h P (Optional): — One or more piles Types 61, G2, "$opraglass 40" or "Sopreglass 100," mechanically fastened or adRiic inn nee - One or more piles or combinations of the following membranes 'E.,tastt�opherte Sanded ; "Ela�phcre 163 Sands 1. °., "Sopralene 180 Sanded ," "Sopratene 250 Sanded," "Sopralene 350 Sanded i "Sopralene 350 GR," adhered with l er `ere ef the following cold applied adhesives at 1.5 gal/so/ply: `FM Adhesive (VOC)," °FM Adhesive," "High Velocity Membrane Adhesive° or "FMA -VOC- 1 °. Surfadny: — Gravel or crushed stone at 400 Ibs/sq or slag at 300 lbs/sq embedded into hot asphalt.or one of the'folbowing cold applied adhesives: °FM Adhesive (VOC), ° °FM. Adhesive; 'High Velocity Membrane Adhesive° or "Ft4A VOC 1" , at 3 to.4 gals/sq. 32. Decks C -15j32 Inclines 1/2 Insulation (Optional): — Polyisocyanurate, glass fiber, rock wool, perilte and wood fiberboard any combinations, any thidmess. Sarre Sheet (Optional): - One or more piles Types 61, G2, "Sopraglass 40" or "Sopraglass 100," mechanically fastened or adhered with hot asphalt. Dtentbrener — One or more plies or combinations of the following membranes: pirene Sanded ," "Bastophene 180 Sanded," 'Sopralene 180 sanded ," "Soprelene 250 Sanded," pralene 350 Sanded ," "Scanlan 350 et," adhered with het aspic or are of the ffolboinring cold applied" adhesives at 1.5 gal/set/ply: "FM Adhesive (VOC)," `F?4 Adhesive," "High Velodty Membrane Adhesive° or'°FMA -VOC Ste: — Gravel or crushed stone at 400 Ibs/sq or sag at 300 Ibs/sq embedded Into hot asphalt or one of the following cold applied adhesives: °FM Adhesive (VOC)," °FM Adhesive," 'High Vebcity Membrane Adb ve° or'FMA VOC -1° , at-3 to 4 gals/sq. 33. Dedu C -15/32 thicliner 1/2 http:/ /database ul.com/cgi -bin/XYV/templatalLISEXT /1 FRAME/shownaae.htmi?namc 1 ?/1 Ann'b n