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RF-19-1077r�^.3'^ � � .e.�. �— �� i F t �i ... +.._ — __ � i- n.. .� % ~ S- - _,.- r Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 1230 NE 102ND ST, Miami Shores, FL 33138 Contacts ftifulflim Issue Date: Parcel Number 1132050250020 Permit O.: RF -W15-1077 Permit Type: Roof Work ClassYkation: Tile/flat Permit Status: Approved Expiration: 11/11/2019 VANDRA WOOLFOLK Owner BIG AL'S ROOFING, LLC Contractor 1230 NE 102 ST, MIAMI SHORES, FL 331382618 ALVARO AIR HERNANDEZ 5812 NE 199 ST, MIAMI, FL 33015 Business: 3057429615 bigalmiami@gmail.com Description: TILE &FLAT ROOF REPLACEMENT Valuation: $44,000.Inspection Requests: 00 1305-762-4949 COLOR : ESTATE -ESPRESSO BLEND, BLACK ANTIQUE Total Sq Feet: 4,600.00 ..j � Fees Amount Application Fee - Other $50.00 CCF $26.40 DBPR Fee $5.25 DCA Fee $3.50 Education Surcharge $8.80 Notary Fee $5.00 Roofing Fee $300.00 Scanning Fee $9.00 Technology Fee $8.75 Total: $416.70 Building Department Copy Payments Date Paid Amt Paid Total Fees $416.70 Credit Card 05/15/2019 $416.70 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict nformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELEgTRI AL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. AFFIDAVIT: I c rtify hat all the foregoing information is acc�rate and that all work will be done in compliance with all applicable laws construction and z ng Futhermore, I authorize the above name contractor to do the work stated. Signature: Owner I Applicant / Contractor / Agent Date May 15, 2019 1 Page 2 of 2 Miami Shores Village C I E P, Building Department 14 2 19 S�14 \ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 111 Tel: (305) 795-2204 Fax: (305) 756-8972 4V INSPECTION LINE PHONE NUMBER: (305) 762-4949 yF�C20BUILDING Master PermitNyS —��' �� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL F-] PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ^ / (am,. CONTRACTOR DRAWINGS JOB ADDRESS: I oz, -5 1V c�l/0 6 �0 . City: Miami Shores County: Miami Dade Zip: 3.5 /132 Folio/Parcel#: -3a ars - 0 a S - O b a O Is the Building Historically Designated: Yes NO Occupancy Type: Load: I /Co��nstruction Type: Flood Zone: BFE: FFE: ///� OWNER: Name (Fee Simple Titleholder):�jQ�ea wfl0j _ 4QL4C Phone#: - a J Address: %230 /VE lao2 ST City: M; ; .S'tFQ0W1 ' State: �L Zip: 331,32 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company NamA;q '41'.' Address: O 70M r# City: t State: Qualifier Name: '4 41A,?"q X12P %- Zip: 33% 2 State Certification or Registration #: C 6 6-13�30R 7 y Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: 30s-7Ya-gz-'ls State: Zip: Value of Work for this Permit: $ 190 0 =V Square/Linear Footage of Work:—Ti�s�c Type of Work: ❑ Addition ❑ Alteration ❑ New © Repair Replace ❑ Demolition Description of Work: �� cin c✓ C�GtT �OD < ��.o /u Cl �» �nT Specify color of. color thru tfle a -7G01-9, Submittal Fee $ Permit'Fee $ a' C a �{3 '.i. Scanning Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ ) TOTAL FEE NOW DUE $ 1 0 (Revised02/24/2014) 116:70 6% 0 Bonding Company's Name (if applicable) Bonding Company's Address City State .M Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. C:1--ftP�t�A-4r:�7i Signature Signature &44AA X4:N4 OWNER o GENT CONTRACTOR The foregoing instrument was acknowledged before me this day of ��// // 20 _t, by !/(/00 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY r (Revised02/24/2014) The foregoing instrument was acknowledged before me this daY20 /9 by ZZ0746 j.personally known to me or who has produced iq.42L-- as identification and who did take an oath. NOTARY PUBLIC: Seal: Expka llFebruary t!, 2025 Bonded bru Aeon No" ' **t*w l Plans Examiner Structural Review Zoning Clerk Amlendo TdadO w * Expires: %mar fik*0� ***uron Notary Zoning Clerk BIG AL'S ROOFING LLC Date: 0S I (zo)q State of CI County of Before me this day personally appeared MVCLI(C) C n `who, being duly sworn, deposes and says: That he or she will be the only person working on the project located at: 23 C) N E I C) 2 S -6g Contractof Signature A-Worn to (gr a irmed) and subscri ed before me this � day of XQ 20 M by \VaYo ��n� o "-er r1dnc�,> Personally know OR Produced Identificatio Ty f Iden i tion Produced rio'u v Prin , Type or Stamp Name of Notary Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is .registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature:X4;� Ow State of Florida County of Miami -Dade The foreg ing was acknowledge before me this day of 2Q/. By L who is personal known to me or has produced I-- as identification. Notary: SEAL:OOIIMI�IMo s*� '�= Expires: February 19, 2023 Miami Shores Village Building Department 10050 N-E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date/ v 10050 NE 2nd Ave Miami Shores, FI 33� 1 �,�^ Re: Owner's Name: Ct'0deq 1/ V OoLr-DL/� Property Address: l o23d AIE Roofing Permit Number: Dear By Iding Official: I - ' ' — �– —WALc .�„ certify that I am not required to retrofit the roof to wall connections of my bu=just ause: o-aluation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edi Zof South Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this ''—day of Fi AMW1d0Tdtdo Notary Public, Sate of Florida at Large V : febnttry 10, 2029 bonded Thor As= Note 0.00 • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than , and the bulding was not constru ed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Fiw SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 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 ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2• Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 4• Cj r5l-Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6• Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and 84413. eve Owner/Agen Signature Date 6tractor Signature ate 7-3c> We- loZ-xrD G7 - Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Property Search Application - Miami -Dade County Page 1 of 1 C� OFFICE OF THE PROPERTY APPRAISER H Summary Report Property Information Folio: 11-3205-025-0020 Property Address: 1230 NE 102 ST Miami Shores, FL 33138-2618 Owner VANDRA WOOLFOLK Mailing Address 1230 NE 102 ST MIAMI SHORES, FL 33138-2618 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 3,223 Sq.Ft Lot Size 11,050 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Benefit Type 2018 Year 2018 2017 2016 Land Value $397,412 $397,412 $369,886 Building Value $253,440 $235,686 $236,180 XF Value $30,537 $30,909 $31,282 Market Value $681,389 $664,007 $637,348 Assessed Value $354,493 $347,202 $340,061 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $326,896 $316,805 $297,287 Cap Reduction $289,561 School Board Exemption Value Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Taxable Value $303,993$296,702$289,561 Regional Widow Exemption 1 $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). OShort Legal Description 5 53 42 PB 42-25 BAY BREEZE SEC MIAMI SHORES LOT 2 BLK 185 LOT SIZE 85.000 X 130 OR 17243-3959 0696 1 Generated On : 5/14/2019 Taxable Value Information Previous Sale 2018 2017 2016 County Exemption Value $50,500 $50,500 $50,500 Taxable Value $303,993 $296,702 $289,561 School Board Exemption Value $25,500 $25,500 $25,500 Taxable Value 1 $328,993 $321,702 $314,561 City Exemption Value $50,500 $50,500 $50,500 Taxable Value $303,993$296,702$289,561 Regional Exemption Value 1 $50,500 $50,500 $50,500 Taxable Value $303,993 $296,702 $289,561 Sales Information Previous Sale Price OR Book -Page Qualification Description 06/01/1996 $233,000 17243-3959 Sales which are qualified 12/01/1995 $220,000 17057-3452 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp https://www8.miamidade.gov/Apps/PA/propertysearch/ 5/14/2019 Will mass RN1,11111 ill wl�l , allummu low 1119. ON OWN 10 QVIIHNNY1,1111 INN 1�1�m lin = R` 311111 alla MIN/ WIN NOW ■WN111111r111111 , MRommmmmomill ILS monommmmmolImm t �SUBJECT TO COMPLIANCE WI FH ... Eel SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROtlFING CONSIDERATIONS ' . . .... ...... . . • 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor o Qrpyide the 0wrer with ' • the required roofing permit, and to explain to the owner the content of the section. Ther ""; govern the minimum requirements and standards of the industry for roofing system in1t@Wiphs. Ad fioriall ,RtheO e9:06. •''•' following items should be addressed as part of the agreement between the owner ant 91&aWractor. The olrner s initial in the designated space indicates that the item has been explained.' .. .. .... ...... •..••• • • Renailing wood decks: When replacing roofing, the existing wood goof deck fnay.1pve to ; 00 00 ; be renailed in accordance with the current provisions of Section R4403. (The roof deck is usWl% • concealed prior to removing the existing roof system). 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 6.Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agen Signature Date 4otrac-tMor Signature ate i Z3c>Wa 10-XJD Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; Florida Building Code Sth Edition (2017) WW~Dcft Hro twm Zone lereftm Pam* AppftMm Forms Sev ion C O gw sjgM Fifl in spm" w nx4 assendft om.Wmte� and identify Marnu>aikffw M a componeed is not used, ids as -4-) S td . a - / / Pmdua Appwml Nom.: f g -O l 9. 0 !Design V3ind Pwesm es, Fran RAS 128 or Cam: Pnvnd:-Ya'8 PMMr2:'71*.1 P,UM3'- ► °8' O WIM� Design PressuM frons the I ifir Prodix t Type: � � �/ of 0 vi) Shape / ZY Antdv78ass Siert A No. of Plyfsr—z�— AnchowfibseSheet F iBa g 1 9: Inns t non Base Layer: Base frnsnrtaf6iarn Store and TMtrtuaess: Base Insub'tiarn rrng Marse Top hmdatiorn Layer: Top 9nvuUthm sty and Thickness,- Fasbnw Spachig for Field: n of 8 ROW ,�y. • • ...... .... .. . fln mbw of Fastornws Per bwfiffAh Roard.t • : • • • : ...... . IThIshate Com Not:dL bebffl:as, • • • .... WoodWocldi GuRw. Edge Tem*m*P , StrippiQnt�, Fbsinft Cankn Km Chat, card Ship B39e Fie wt% Carrder- indcate: Mean Roof Hee^ Parapet Height, Heijfd of ease F ig, componerd Maul„ Materia! Ttn rbress Fastener Type„ Fasffinw Sparing or Snbrrret C,�Ps 1��fi 9 strLrp Top hmdathmT l W OOj Base Stems) a no. off Sh-1 Fastmmfil= ung Material: Pty Sys) i Ba of r -r 14 f Pty Fasteaner08omiing : 1-Af- Top L' �I�1 ��h ,i✓� C 42I 4,-e -.A— T, L Ply T,fob l�- a Mean Roof HeigW FSA BUILDMCODE Sh EMM SOT' --t UMLDM 15-33 Florida Building Code Edition Sth Edition (2017) 9I Hie Zama Unffwm P Fonm Section D (Steep Sloped hoof System) Roof System Manufacturer: Notice of Acceptance Number.m—os © ...:.. Minimum Design Wind Pressures, if Applicable (Frmn RISS 127 oe • : • • : Calculations):- Y _ .. .. .. 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Bar—al IRso, LLQ. • • • • • • y{� � �'q�, s�yynn . . . '757.1 irrime'C'ekdter .�Tw, ,tA, Sani?e 1. 00 6 6 6: 6 6 6.. 6 *00:0 .66666 . ?firrr.Tre„ CA 92618.. • • • • 6666 66.66. , 'COFiE 6 6 0 . .. 0 0000.. 0000 0000. This N0A is ibeiTkg issued undem the applicable mules and regulations go-vem, iTrg the use of cou�fiu4t?rnn main rats. The 900%G . docu►mentab on subinitted has been Tei wed and accepted by Mia Dade County 1REjR - Pro&xA rGon`tml sego Dn ID lbe • . used in Mia7mi ;Dade County and othw aTtw wbtw allD)re+d bi 'tlhe Aaatht),Tfty ;f TayiTng Juriisdntoa.An "f fiotTu)-0000.. • • • • • • 0 . 0000.. This NOA shall nnot be valid anter the expiration date stated ibeloaar. 'The Miami�Dade C�aaarrty J apt 'CorriP1 ft iran • {)In M,, iaTni Dade CDunty) aTndfor the Ai J (in areas Other than Miami Dade County) Tesm, V tdhe Tright to tragi i1� product or rmater-ol tested fur equality azurancr paurposes. If this ;product or material falls AD perform in the accepted am anDer„ 'the manufacturer mill mm doe expense of such `test;uig, and the AM my nriondialAy Tvvbke„ nnodi „ scar suspend the use of such prodw or nnaterial within theiTiurisdiction. RER s+eseryes the right to rev a'ke tthis acceptance, if it is determined by Miami :Dade CDunty P.rodu�t CDTaml Sectio that this product Tar nmieraal fails to meet :the rec�iffvmne ofAhe applicable building code.. is product is appro-ved as descnibed burin, and has been designed t10 coanp* wi h the Filonda Burldarig Code including the 'High Yrlucc ty Hun icane Zone Taff;the :Florida Building Code. DES,cR-CPT oN,,; B9O;RAL Tnle&eal LABELit G:: Each unn shall bear a perms, enrt late] Frith the rmaTnurfactaarer's nrarete or 1ogtap carp„ statte and ffollo rang stateanernt_ `M, iarmi-!Dade County, Product Control Appmveda, awnless otherwise :rooted hemein- lRE WAL o, tthis NOA sball be considered after a one wa] application has been filed and there has been nD change in the applicable building code negat rl r affecting the perl'Dra3aance off this product. TERMINATION ATION offthis NOA will occur ai'ter the expi efion date or -ffthere bas been a mesrision or cbamgc in the nnaterials, use, antVoT manufacture of tine ;product rear pmcess_ Misuseof this NOA as an endorsement of any product, far sales, advertising rar wrf other ;pugmts shall .automatically tel mirrate this NOA_ 1Failur'e to comply wAh, any section of this >Tlf'OA shall be cause for t urination .and Tem, uval Df NO& ADY.E;RTSEMEN'T.- The NOA 31Umr preceded by the words Miamni-Dade'CounlyD ;Flunida, andfjollowed by the expi=on date m, ay be displayed nm advwbsing bterature. If any parbon, of the NOA is displayed, then it shall be done tin it er tirety- 1 NSPE , t 'OST; A copy sof this entire NDA shall be prunded tD °latae user b' the a;manaalactuTer Tar its distnlaantoTs and shall be available %r inspection at the job site al The meguest of the 1BuildiTg '(ficial.. This new N OA consists of pages I through 4_ The su'brmitted documentation was T miewed by Alex T>iwgeTa �i+DA 18m : 1,8-11�5D�.t13 ao ooerQanr Eaptre'tmn Date; 981,D2123 Approsai Date 08MVI8 Room, G COMPONENT APPRD vAL Cate-uor - Roofing SmbiCate pm- 'Underlay -mem Matenhil- SBS PRIJDU.CTS D,RSCRT,,Moh : ' • • • •' • • • • • Test iPFet1. .. ...... P,rodurt II Amensiam�s Sperifica'tion BORAL TileSeal 36"x 36' mils TAS 103 SBS self-a&=ing astt 1.** anA+It W -h ,a ..... 36'x72' rollsSASTbM D1971 white glass Tr-viorcc&pul�ter swfw-1'abrue,• • • •' for use as an imde�r.1a�amim sl opeli mf • • • • � • assemblies- ssemblies_3b'"x 36"x',fid' rolls ASIN D1, 970 SBS self-adherjng asp]Vh mgt mMtraal w th a :.... poly film -facer, for ise Wa mad-ply'aar�e *YTTIIIVA ' in sloped roof assembb-C _ MAN"UTFACTI IR GtN LOCATI'ON: 1 _ Brener- md. NH, .. Hmuston, Tx- `+ vimENcE S1TB MITT); Test.Agenvy Ttest Idmfiiier Test NzamelReIDnrwt Date PRI Const= ion Matenals DC'F-356-02-04 ASTM D1623 07/25.118 Technologies, LLC_ OC.F,35S02 02 TAS 103 07124118 DCF -35b 172-01 ASTM D1970 0712VA OC.F-42 -04 ASTM D1623 07125118 DCF -424-02-01 ASTM Dl970 07125.118 CC`.F-424-02-D3 `IFAS 703 07n5.9 i$ Trinity, ERD BRLRF-SC 168ID- I 1 _ 17 ASTM ?D 1876 11/28117 E p tim %ttv (08MV23 ApprovAl Date.- MWIS 'Page Tof 4 APPR'avm ASSEm, BvLms.- Deck Type 1„ Wood, non- rssulated Deck lDestnavpt"rDn; 1s/ 32 ° orueter :Phot] yr good ;plc System E:jl).- Anchor slieel mechanically ;fastened deck„ membrane adhemd_ 0 0 0 0 0000' ....�. Busy 'hve t; One .or snore ;plies of ASTMD226 Type ;Il or ASTM IDzb2b s+rrth a ,irmirrn1Am 4" >h*a$ kp arnd a • 6 " ,vnd lap mechanically fastened to deck w ilb, approved nails and fix � 6' D,c *•attrihe!laps . • .' . and ttvm shred Tows 12" o_c- The field (oaf the roll- • • • • • • •• 0000 0000.. Ply Sheet Apply Dim, layer off Boral Citadel Plus over Base steel as per caznrerrl �ppr��al_ L�1• •• •• 0000 eimbi rami Surffa clung.- 0000.. 0000. 0000. 00.0.0 • •00••• 0 0 One Dr more plies off BORAL Tile3eal UndeTlaymaent with a minimib .,3'" .bead laT ,an& • • • • : • aniniin um 6 cad lap Place fk RTSI course Df inti abrane parallel to The r RDllre�, lbe :0600: Toern'bmne lD obfiain :n um contact Remove lbe release�raaae� the M* ft is ' • applictL V enc�al s?tratppurng of the roof with BORAL TileSeal 1Undeulaynaem is accepialale_ All ,end laps and laps without black sere .area shall be sealed under lap using an SBS modified arnasllc- Nulty When used in Tile roof syslems BORAL TileSeai Underlaynnent shall be back moiled to deck wtb appmoved amnular aang shank snails and lana ata maximum 12- D..c_ at the side Raps. No Tmis or "din caps sh, c all be x cised_ Appmved for Adhered Roof Tile fusing ML1E BOND or AH 1160, Mechami cally ]Fastvinecl RDD' Tiler Metal RoDfing, Wood Shake .& Shingles„ and Asphaltic Shingle assemblies.. NOA Nim: I&D-SM93 A;pf w"al Dale- !D890MS Page 3 VT 4 Lim TmnoNxs: I FiTtclassificatiDnisnotpattDflhisacm.pta-nce- I This acceptance is fOTPrCpaTcd TOOfMg applications. Minim, wn deck requimnents; sball be in compliance wi,,Lb alpplicabl-v build ng cede_ BORAL TileStalundeTlwyment sball be installed in shivivoinpliance wiffi -?j;U*%blr Butl,dmg Code, 0009 I BORAL THeSealimidrflayinem shall be appliedID a SM, 000, clean and dry surface with dtC-k Bee of UtRiTiliM 4- BORAL TileSeal undtfl, aymni shell not be applied over an vdsti M� ToofmembTan, e as a"�","VT , but mabc .- applied Dyer a Toofing BasrjAmhopgheet undefleyment 09*9 0 0 5- BORAL TfleSealunderlaymem shall not be left exposed asatemporary TDofforignigertlEMMBD d 040"0. ay:?of ,application- :00* 6.. The standard maximum roof pitch far BORAL TilluStal underlay ment Sliall be 6-12 WheneiliF * re loade*d* directly 1 to the BORAL Tile-SrallundeflaymeM loading boards or 1xiftens are i"uiTed OnmofpA4es%-rtater ttan &-12". 7 Refer to Prepared Roofmg system Product Conirl Notice of Acceptance for listed appy- if �",pTtduci with specific prepared roofing prDducis- 00 0 8. Tilts shall be stored DTI batters on roof pitches greater ftn 6--12-- 9 BORAL UtSeal undedaymem may the used with any approved mof covering Notice of Acceptance listing BORAL UtSeal underlaymnt as a componerft part of an assembly in the Notice of Acceptance_ If 130RAI UeStal UndcrIaYmUrIt BnOt listed, a mquest may be made to the Authority Haring Jurisdiction f AHJ),DT The Miami -Dade ICourq ProductCIDIII[IM, I Department for RM"Ya provided that aWrolxiatc documentation is provided to, detail compabb4itty of the products, vand uplift msistance, and fif m testing nibs_ 10. All nails in the shall ber-areNlychecked fbT protruding heads. Re -fasten any loose decking panels. Sweep the deck tbomughly to remove any dust and debris prior to application_ Witirn applying the meinbmmm theYWIty, start at the low point and work tD the high pDmt� TOMS ft membram, frorn, -tbe center outward in, both directions. For :ridge applications, center the membrane an, d To],] fmm the center outward in both diTections. 32.. Roll,oT broom the entimmembrane surrave so as to have I OCPA con tact with the sarface,givirig special attention to o -f Vdap ,areas.. 13. Flesh verA pipes, stackschimneys imd penemions mi compliance with Roof Assembbrciment Product Control Notice of Acceptance and applicable Buildmg Cede 14- Al] pTotrusi om DT drains strall be inibtalRy taped with a 6' piece of iindeflay.,mie; aL This twgell piece shall be pressed in place and Ionned around the prDtriasionlo ensure a tight ;fit_ A second laycrof BORAL TileStal WAtilayment shall be applied over the undrflaymeM and sealed using an SBS modified mastic. 15. All products listed herein shall have a qualfity assurance audit -in accordance vnith tine BuildingCcde ,and Rule 61 IG20-3 of Ith, eFlunda Admini i -re ,Code. 16- All membranes or packaging sball bear ^rhe imprint or identifiable marking of the maoiffachn&s nameOT logo, cfty and static of manufacturing facility, and the following statement 'Miami -Dade COunly Product Control Appro-ved' ,or the Miami -Dade County Product 'GontrO Seal as sbomm below END OF TMS ACCEPTANCE NOA Na.: 1194502.03 Expiratimm Date- 98MV23 ATW,mml Vale- ID&WAS PW, 4 of 4 Jl� Ctr' tY Y IYJIWM,t-:DAD'S UOUIXTY PRODUCT 'CONTROL SECTION 118015 Itw, IIPAI DEPARTMENT "OF RIEGUA TORY ANDECON OKI V RYSO-tTR CES [RKR) Mimi, Fhuift 33175-2474 BOARDANDGOOD EAVY1II8T,RATjON-DTy LS10kT 171t6005- 9@ F 1786) 315-2,549 NOTICE (OF ACCEPTANCE -,(N(O.A)j www.mismidade-egy/economy 141P Adb&wies.iaid Smkntr Int. 0000 32.505 INW 441 Street Prins„ FL. 33D65 SCOPE'. 0000..0000,. 0000 . This NODAis being issued under apphicablerults and Tegulahons governing the use of ,documentation submitted has been m-nvwed and accepled by Miami -'Dade Cdounty RER-.'PW4ftnvntmi S&Mon to used in Miami Dade County and other areas wh cm, allowed by rhe Authority BmingJufisdjd&jXM)- 0000.. Produd COM: This NOA shall not be valid after the expumbon date stated below. The Miami -Dade cbu+ a (An Miami DadeCounty) angor the A -RJ fin areas oilier than Miami Dade Uounty) n=rve ft rigiftto h a* this prmh,d or material tested for quality assurance proposes_ if this product ormaterial fails to peribrm ism the AccepA wrj6er tit;• manuractmT vnfl inmir the expense of such tesfing and the AM' may imnatdiatebr myoke, modilyor SL7q*=,**; The use Of such pmduct or material within their -jurodictimi- REIR Teserfus the nght to WYoke this acvptanct, if A is determined by Miami -Dade (County, Produd Control Section that this prodtxtur material fails toineet the Tequiremeras Df The applicable building code. This product as approved as described bumin, and has beem designed to mm* vatla the Florida Bualdlyig Code includmg the HighYrAocity Niumcam Zone of the Florida Builtling 'Code DEScRIP-Tinvo N,.,.- icr A.dh emmes pn`ty-sef-*.A-tj-j 1(6,o LA,B-ELING:,Ear,b un -n shall bear a pmnaneiit label vrifli ftmanu%ctanees name OT qoSp, city, state and fulloming slaticiverA. Wiaml-Dadic 'County Product 'CorAmul Appm-yed",unless otherwise notedherein_ RENEWAL lDfthis NOA dill bc--onmderedafteTanmewalaMl,lmb,Dnhas been fi]ed and there has,een no c in the applicable building codenegafivrtv afleCting the PCTfOTMaM-C Of this product- bhange TKRmiNATioN of this NOA will cccuraflw the c2tluahvn date or if there has been a Tvnsivn or viiange in the Tnturials, use, and/or manufacture of the product or process. MW= of this NOA as an endorsement of any product, for sales, a&ertasingor any other purpom shall MADIM ativally terminate this NOA- Failure to comply witla any s=tjo-ja of this NOA shall be cause for tcrmfirdfivn and ffemoval DTNOA_ ADvERTmmENT: The NOA number preceded by the wov& Miami -Dade county, Fivrid;k anvil -rouvwed by the vpirdtion date may be displayed in ad-vertising litwature. If any portion of the NOA is dmplayed, then, it shall be done an its enliml)L INSP:ECn ON: A copy of this entare NOA shall be pro-vided to the user by the manufacturer or its dastributurs and shall be available for inspection at the job site at the av%pest of itbe BuildingOfficiiaL Tlais NDA mnews, NOA 16-0315.01 and consists of pages I through 11 The subnited documentabon was reviewed by Mex Tigem NNOA Pia 17-JD32103 Exp'HMt'MMDvtv: 05/101M Appruval.Date.- DUM7 Page 1 W I1 ROO ME GCOMMNENT APPROYAL;: Caftary,: Roofirk,,.- dub ,Categw y: Roof file adhesive MR4er,IRK- POIYur Imne SCGPE� -rhis approves TCP Adhestres P(6h, sell AU -160 as manuFmAured by IMAdhIesi'ves and Sealants, ifte. as dmcn,-bed An `this Notice sof Acceptance_ For the locaborls where the design pressure requiwmrrftsa as determined by appikWe building:code, do not exceed the design press= -YOucs bbtain ed by tEdvidalions in coroplian, cc wnb Roufaii& . Application Standard RAS 127 For we vAb approved flat; low, and high pirofic roof the sr%Tjjjsj ung JjC� * • Adhesivies Pbly-sce ATH -16D- 0* * 0 0 ]PRODUCTS MANUFACTURED BY APPI[ j,'CANT Product DimeasWas Test Sperifiraflow JUP Adbesives NBA TAS 101 JFCP Adhesives Foa-m NA Db:penw, RTIFIDOO TCP Adhesives ProftfV NWA 30 & 1,40 DispewinS,-Equ*,ncm, PiR'O-Dtl(CT,S.MANU,FACT-,U,R-ED BY 0 T -HERS: Any Miami -![Jade C'nu PIT,'DdUCI (COTttml A=PIVd Roof TAM ASSUMbly twir% a curmil NIDA-wh, icb list attwlirmcra sesistanc-c -W-Ues with the ize of KP Adhesives Folyse AHA 60 roof tale adhesive.. MAN,IUP,FACT,u,,RiN,G Locwn, om. TDTnWI, TX PHYSICAL PROPER TIE S-: Pronerty Test Rg3alts Dcnsity ASTM D 1,622 1_6 IbSjfL3 Compressive Strength ASTM D 1621 18 PST Pamflel to arise 12 PSI Perpendicular 11D rase Ttrmlc Strength ASTM D 1623 28 PSI Parallel to else Water Absorption ASTM D 2127 0-08 LbsUtz MoicsturcYtipor Transmission ASTM E,96 3..1 Perm / 1=,b Dimerional &6bility ASTM D 2126 +O-O-Pl- YoluiincO, ange @ -40- F., 2 weeks +6-0'/e Volum- e Change @ I 58'F., I 005/e Hum, 1dity; 2 V=ks fIrsed (Cell Cori' cm ASTM' D 2856 86% Note: The pWymli Properties Fisted above Rye presented as IyFkal Iry(eingeTalnes.as delemmined by vccepted ASTWtest methods and are subjert to rrorinal mn:awftrbuimg warinbum N,DA'No.-- 17-0322.03 T-xTff-mfwm%te. PSMV22 Ajqmw,Rl DBW tMV17 Page 2 of U * 0 0 .... wwnponeM PONOW.. Tochne fbaiin, adhesive Disp,ensinS.BquiprneT • DispewinS,-Equ*,ncm, PiR'O-Dtl(CT,S.MANU,FACT-,U,R-ED BY 0 T -HERS: Any Miami -![Jade C'nu PIT,'DdUCI (COTttml A=PIVd Roof TAM ASSUMbly twir% a curmil NIDA-wh, icb list attwlirmcra sesistanc-c -W-Ues with the ize of KP Adhesives Folyse AHA 60 roof tale adhesive.. MAN,IUP,FACT,u,,RiN,G Locwn, om. TDTnWI, TX PHYSICAL PROPER TIE S-: Pronerty Test Rg3alts Dcnsity ASTM D 1,622 1_6 IbSjfL3 Compressive Strength ASTM D 1621 18 PST Pamflel to arise 12 PSI Perpendicular 11D rase Ttrmlc Strength ASTM D 1623 28 PSI Parallel to else Water Absorption ASTM D 2127 0-08 LbsUtz MoicsturcYtipor Transmission ASTM E,96 3..1 Perm / 1=,b Dimerional &6bility ASTM D 2126 +O-O-Pl- YoluiincO, ange @ -40- F., 2 weeks +6-0'/e Volum- e Change @ I 58'F., I 005/e Hum, 1dity; 2 V=ks fIrsed (Cell Cori' cm ASTM' D 2856 86% Note: The pWymli Properties Fisted above Rye presented as IyFkal Iry(eingeTalnes.as delemmined by vccepted ASTWtest methods and are subjert to rrorinal mn:awftrbuimg warinbum N,DA'No.-- 17-0322.03 T-xTff-mfwm%te. PSMV22 Ajqmw,Rl DBW tMV17 Page 2 of U EVID;EN,CIE ,"SUBMT. fiED: T.eYt A enrx Test Ide-Offre;r T I`iamt/Reovrlt Date Center fbT Applied Engmeen ng 494=060 TAS 301 04108194 257818-1 PA TAS 101 1211 61996 25-7438-3 SSTD H-93 101125,N5 25-74384 25-7438-7 SST[J 11-93 11A W,95 25-7492 SS I'ID 11-93 12111'95 iRai, ilex I.abomiur7es NB -589-631 ASTM D 1623 : . • . 1J2AI� i • • • • : • Pollramm Division • • � • � • � • iRaralech 1.aboTator3eS, ;loc- 9637-92 ASTM E 108 0000.. 0000 t A3 793 .00.00 • • • • Southwest 1Reseamb linsfitule 03-6743-011 ASTM iE 109 0000 0 0 0 0.. . 11 P1 0000. 1071-6739-062bIl l ASTJ M E 84 ..' .. 'O. &W95 .... • • Trinity Enganewirig "7135 ,02.96-7 TAS 314 0000.. �1�9� • • • • : • P36700_04.12 ASIN D 1623 : .' . 011118412 .....: P3974&022..12 TAS 101 • • ?�i9�� • TAS 123 •••• Cel otex Corp_ Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 .528454-10-1 520109-1 TAS 101 12128198 5201,09-2 520103-3 520109.6 .520109-'7 520191-1 TAS 101 QD3M2M 520109-2-1 UWI7 A fii'om: 1- Fire elassifkatron ire pmol hart Of thi's acceptaTvice. Refer to the P,reparecl Ronf Tile Assembly foT fire rating, 2. 1'CP Adhesives Polys AB -160 shall solely be ized with flat, logy, ,A high file proiks. 3. Minimum underlaynmml shall be in compliance witb the Roofing Applicabon Standard RAS 120- 4. Roof Tile manufactures acquiring acceptance for tate use of ]UP Adhesives Polyse? AH -160 roof ,tile adhesive ,Kdh their file asseamblies shall lest nn accordance Frith TAS 1�1. S, All products listed Therein shall have a quality assmnce audit in accordance wAb fbeR, o ida Builduig, !Code and Rule 61G20-3 oflhe FRunda Ad1ministrative Code.. NDA No.: 117-(M2 03 jEmok'atimm %te; t1sawn Approval Diff.-'tkt4 V17 Page 3 of 1 INSMLILATI ONS ' 1. ICP Adhesives PolyseO AH -160 may be used Nvitb any roof tile assemblyhaving a current NOAIhat fists attachment resistance values with the useor]CP Adhesives Polysets AH -160. I JCP Adhesives Folyse AH -160 shall be .applied in cGmPliam,-c with the Component ApplicMion section and the coTTespond'ingPlacement Detailsnoted herein- The rmf tele assembly's adhesive attachmem with t, he me of JCP Adhesives JPDTYse?, AH -160 shall pro-nde sufficlent attachment nnislan, ce to meet or exceed the resistance ,value determined mi complUmve with Mi Mi -Dade (County Roofmg Applicatilan Steadards RAS 127. The adbeswe attachment eni data is;notedin the roof -tile assembly NOA- 3. ACP AdhesiYesPabrsee AU -160 and its components shall be ireWled in accordance with 400fing Standard RAS 120, and ICP Adhesives and Sealants, Int.'s Operating Instuaion an, d 454grance jiDgila-L ; 4. Installation :roust be by afaclmy TTaired"Qualffied Applicidve appmyvd and Jj=MCdbj:fP Adh, uSi'Ves md Sealants, Inc. JCP Adheshres and SralaM, Iric- shall supply a list Of aPPMved applkMMS Id the aug*nly h zyuq.... junsdiclion- 5. Cahlymlion of the RCF Adhesives Foarn Dispmnw RTFIODO dispewing equipment is =q&iizd before a"Nuaticut Dfany adheswc- The mix)Tabo between 11re 'A' component and the *B'P component shdlie Inauft" bdwe" I -D-1.15 (A). 1-01B% 6. ICP Adhesives POW AHM60 shall beapplied wzth ICP Alff-resives Foam -Dqx-nqRTFF.iDOO 01 fee— Adhesives JPrDPaCkx 30 & I DO d*ycmng eqdimmnt only 7 ICP Adhesives Polysee AH -4 60 shall.PIDI be exposed PVMnaMn, Ily to sunlight_ S. Tiles m-iml be adhered in freslilyapplived adhesive- Tile .must be setwftbm I W2 Tninutesatter ICP Adhesives PI- DlySee All -160 1,60 has been dispm, rsed - 9- ICP Adhesives FOYSCe AB -160 Placement and minimum patty -wright shall be in accordance -with the "Placement Detaih? herein- Each gems, c tile -profile TeqWnts the specific plavemeat noted herein- N'OA No.- 17432.113 F.x,p- mflom Date: ;05% M fZ 2 AppmaiDate.- W271,17 Page 4sT I I Table 1: A41hem5rep,11fireirneint For EurlGeurzic Tile Prome Mile Pro'f'ile Placement Detail MilAmmm Paddy 'ContenMiWimumftddy Gram Aren w1ek-M Ewre'Comrse - Flat, Lvw,,:High Profiles All] Ease 'Co-ume5 37-23 sq.mmhes 4-65 ?Flat, Low, High, Profiles- *1 sq. inches i 45-65 Flat.'Profl t 92 10-12 sq. :inches 30 Lover Profile #2 12-14 sq_ inches High Profile #2 1'7-19 sq. inches T14 Laver, High Profiles 43 A Two Paddys: 8-9 sq- inches ate 1�! grand der paddy I wa ldvftile'94 I sq- inches at* goo 'DVtT]Rp 0 *so Two -Piece Barrel fCap Tile) TWID Piece 1 2 Beads .14 each lDn 'giuldi nal :7 orams * AC•mad 0' 1 edge) 20-25 sq.imbesemb bead Two Piece BarrelfRin Tilt) TWD Piece 6570 sq- inches gTw&. U12ICT LABIKUNG. A11 approyrd pmd" listed hmin shall be labeled and shall bear the impfint 1DT idenbfiable marking of Ilv Manufartur&3 TmmeoT logo and TbIlowing statement: 'Miami-DadtCourAy Pmduct 'Cuntrol Appro-ved" DT the Miami - Dade County Product Control Seal as shown below - BUILDING PERMIT REQUIREMENTS: A's TeWired by Tbe Building Official or applicable building aode in wdevio pTopefly r4luate Iben. -tstallatim of this s�tem- NOA Expumlim %tez, M -W.22 App7wAVD,n-tr- D4f27f17 Pap 5 of I I Ammsm� PiAcEm.Fm DiETAm #1) Vwtw*ff4*wtmft"~m kh r. Ij Cft~ N, "* V"* *,Ak 2SIL"A" — fimchme Fawip, MI atfLuw Profile "!life StaltIng at ft Cave courn,,uply a ininimmn 27 150.8 mm) x 10",1254 -mm) x 1-,(25.4 mm) foam, paddy onto the undeflaymem positioned as shown, under -the strengthening nib closest to :the overl ock OfIbetile being Set 2. Con, tmue in swne maun er. lrasure.appgoat rnVIrly 17 1109_7 cmz)-231148.4-.crnz)%qtlmuWSdbwive contact witbthe unders, idtlofthe tile..' MrdiwnP—roh7ItI D-ombMrVwm*-"e • L 150.8 m, rn) x '110" 1254.mMjjx'.1'125.4 TuA3 foam ,paddy Wft'D the undeflayment PM -Mor& as shown under the pan portion of :the tele closest to the ,overlock ofthe dile being set 2. Contmucin same m-nner, Irm= approximately 1-7 109.7 cmz) - 231:148.4 cm� square .inch .adhesive contact wAh Rheundersideof the tile_ High Profile I Single 'PamIfifle 1. Starting at the cave commapply a, minim, urn 2- ' (50 -8 maim) x ]lrl254aim) x 1-t(25-4 mm) foam paddy .onto the undeflapnem positioned as sbown under the pan portion sof alae uleclosest to the ,oveflock of the tilt beingset_ 2- Cbminue in same nwmwr. Insure approxi, attly 17 1109-7 cnm), - 231148-4 cml) square inch adhesive contact with the underside ofthetule- NOA Nm; 17-0322.103, Expiration Date: M-1,0122 Approval ,Date.-'0W27f 17 Page -6 e 11 Flatf-Law Prof file 'Tile "I • StaT`tling at the care course, apg13e a minimum 2" (50 mm) x 10-1251 Tom) x 1-,125-4 mm) foam paddle ATAID the nmderla emeTA posiboned as shown under the stmngtlaening nb of -the t le closest to the o}eerlock of the tole being set_ Insure approximately 17 (1119 7 cmF) - 231148-4 cm�) square imb adhesive Raorttact Wish the underside of the tile. . • • • • • t 0 0••• 000009 • • • • 2. At the Second coarse, app1y •"i;,m ue� ;tSQ $Tnmj ...:. x 7 177.8 mm) x 1-(25.4, 94) fbam pad4y onto the UnderlaYMCnt pOSifioned as akvvn undur tthe• • • :st3eT}yzt�}ening n�► closest tti tkrerr�e�ocko�`°t�retile • • • • • being seL • ...... .... ..... .. .. .... ...... 3. Contin}ne in saTne manner• i:fhr',approxmxatefp 111" ,164.5 - 12 177-4 mare Bch aiw • • • • • • contact nth the underside of t11e t e_ : • • • • •. . • 0 0 . • 0000 Merliu7n ProfUe I Double Patn'Tile Starting at tine Rave course, apply a minimum 2" (5Q_ 8 mm) x W(254 mon) x 1" 125-4 mm) foam ;Paddle onto the nmder]ayment pos-honed as shown under the parr poTtion Raf the tile closest to the orrerllock Ref the tale being set mune appruximtely, 17 :(109.7 cm?) - 23 (:148.4 sq}uaTe inch adhesive contact -wAh ,the ,underside ofthe tile. 2_ At the second ,course, apply aminimum 2- (50.8mTn) x 7-,,1177-8 inin) x 1"x(25-4 mm, )ram paddy onto the underlayment pos'tbluned as shown under The pan portion of the file dosesi to the oveflockof the tide being, set_ 3. 'Cvntmm m same Tnsann, er. lnsum approximately 12" 177.4 cm2) - 14190.3 cm) square inch adhesive contact wifla the nunderside of the tile. Onix ons canf mied un rmw pages NOA Nn., 17413'M03 Ea;p'MnFf'DM Dote. MM2 AppraaeA ,Date.'t 1,17 Page 7 Of 11 ADIRKSIVE PLACEMUICT, DETAIL, # 2 f(CoNmuED) FRO Profile 18:7mee Pram, Tule 1. Starting at the eave course, apply a minumum 2- (50-8 mm) x 10" 1254 nun) x],-,125.4 mm) Town paddy omo the undeflaymerft positiowd as shorn under the pan poTbDn of ft—the clDsrst to the uver] uck of the 'tile being stL hmm appmximmiely IT(1O9.3 wT?) — 23 148.4 cml) squat ineb adhesive mAtf I%ftb the undeTsIde -of thetfile• - 2- At the second cm -se, aPPIX #,*V�mum 2' L59-8mml x7 -,f177-8 mim) x I ' 425.4 Wqj fbampaddymo th I mdeAsymmApositiumed a? 7.lnwh und&W *P&n poTbtm eftbe '131c closesl IWht),wveAt)ck Dfilwile being set. 66990•0 go I 'Cmhnue in same.mwm�u ins=17 • f.109.7 cm2) - 191122.6 cm:) sT!wr inc'j adhm- TTe NOA No.: 174LTZLO3 EIP-tmtim Butm MDM Appr,urMD',,BIr.,'D4rZ7I,17 PRgr S I)f I I ADHIESWE PI WENT Drmm # 3 ftftmemewtoft OrAwts" -qmoLlpaft m"Polme 10 VaMmPromm memml Pmo&*T& t On The rm course only, aWy a.minimwn 2",(50.8 mmi) x I O" 1254 mm) x 1',(25.4 mm) foam paddy CMD lhe undcday-mvift positioned as shown, under the stm-ngtbening ri-b for flat "tile or under the pan Portion ofthe `tele for low or high profile We closest to the ove7lockuf The tile being set. Lwvc �ppmximatcly 4' f 101 -6 mm) up from the ea -re edge f= of ftwn to Prevent Abe wqxodedadhesive fmmblocking the weepholes. Inswv... 4P.Prummately 17-23 ir; 1199-7-3481�of .... • adhesive contact with 44 Mderside pfV:efie 000:** 2. Apply a 4"t(lolk TIAWV)4 4- (25A mm) foram paddy oTytDt,4* ay3;,c4jW belun 0 * • the sCound couTse Ilm r4;;Nqded f bqm,*vddy 0*00:0 under thm strongben, ingih fQT flat tile, ur under the • Pan portion of the tale, dos&t to The wndeAock for Goo*** The second course the tu, be ii -stalled.- Insure :00*0: approximately 8-9 T'r� :l cmm.')'QrAdhesiv'e vw—ftad with the undmideof the tile. * * * * (lnSft7WfiVW C07W.7med an xmAlpage) NOA No-- 17WM03 TaT,m-fmmDmte-- Dsn,'Df22 Appr,vy.sVD.9t,e--,D4r27f37 Page 9 'of A I AjDu,MVE PIACUM MNTDIETAIL # 3 fCONTMi ED) M20-OPPI-& Is Paft am" fib to'"MIMPb MR a 2 4ML "P MOM Ik,qob,b If d� DdpedV HbPPraffl*Tft 3_ Also apply a 2'15D.3 uHn,) x 4" (JI01.gib mTn,)x ,(19 mTn) paddy on top of the tave course tilt swface as shown„ anstop of the stwgfbening nb for flat th vT on top of the pan portion of the Mile, closest to the undedoekof the finst course of tuic- Instali second course oflile. Arwrt approximately 9158.1 cm`) - I L(Tlcm) square inch adtmwe contact w, -Ab the underside of The ble VAVoyerlap mad %'(45-2 'y - 9 158.3 squa%,jTW 9.9 9 adbesive,CDTAaCt wroth ft whifrside of Ulm ale at the head of the tae. Co4inLit)-iin =4 srrranr0 0 0 0 0 : 0 0*0:90 0000.. 0000 0000.. 0000 . 0000. 0000.. 0000 0000. 0000.. 0000.. IX OA Mu 174132103 Expi Mfwn Datc M 0122 AP,PTwzIDates bV27M Page I'D (DT I I ADHESIVE PIAICEM1ENT DETAIL ,o 1 jFECE BARRE3. uu��e�mwyna®oaaAeatar�.,��saea!Ds�� Stea�� s��a�,.sa>c a.�•m�.r.•,ao 237AMCVMS dmWLFbtWmdbfd 9D9 ieb3�m�noati6deadgeaRwses� 1,11MrIehrer�rso2n kmfro.e PO I ON aj;�y 11'filIIE �1- F� jh 1711 ESE Two Piece Barrel f Cap ,und Pan, Tile 1 _ Starting a The eave course, apply a ,minirmum 2- 150-8 anm) x 1'0",(254 mm' X 1" (25.4 mm ) foam paddy onto the underlayment positioned as shown urxler two accmI pan tiles_ Support cave tales fmm mckm, g until adhesive hm a chance'to ,cure- .... 2. ContiTme in:s„:arne�marr rw bmngi, . S A� c ' . ourses up to[U 9wIbee— .•dam • • • • .... • aplaroxamately $5 (41W - 70 (451.6 cmz) • • . square into adhesnme • 'SiiTTt'aS'ti �VAthl I�f]C+1f11�efS7L1C • Ofthepan ble_ •••• • ••..•• �_ "?I -urn comers upside d �� >staeumderside .' of the tile- Appy a rnI imIA I- (25.4 ream) x 1� . •.: • (254 :mm) tread of adhesiare.directly ora ttie rnae : • . • • edge of each side of roha sorer tile. jirt . • approximately 3W (1'9 !rl, m) to I- 121-4*m m) f7mn Alae outside edge oftlae tile, invrard, five of foarn to allow br expansion_ 4_ Tum comer tde over after foam is -applied and place -omty pantile course_ ltnsure a minimum, of 20 11 29cmz) - 251161.3 crrrz) square Trach contact area on each side of the coyer the to ife para tile. (Continue in same ;manner_ Trim :any any cured used foam adhesive. Pointing of longitudinal edges of the cover Milts are considered optional_ 5_ V8taeaa additimal Wiling is mquired, 27150.8 mm) x 4-1,(101-6 ram) :nanlers or -:The tie wire system using sealranized, stabiless steel, or copper wire and compatible ;nails maybe used. END OF TMS ACCEPTANCE N-oA Na: 17 IDD Ex;mfivn Date. `41:'+4] 22 Appel 1atr. MCM 17 Page 11 VT]7 MIAMEQADE MIAMI -RADE COUNTY ®NNW PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2oy/economy Boral Roofmg, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: • • • • This NOA is being issued under the applicable rules and regulations governing the use Ajojls4ction glay Ws. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -PgqUwr JContrdl.S&&n to be..:. used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdii;096(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade Countv,1Vc Vnct Con*W496tion QV... A• Miami -Dade County) and/or the HJ (in areas other than Miami -Dade County) reserve the l 19 have thiA,prpduct ot:..' material tested for quality assurance purposes. If this product or material fails to perform ift t1A accepted wanner, the .... manufacturer will incur the expense of such testing and the AHJ may immediately revoke, trmad ty sor suspend the use of • such product or material within their jurisdiction. RER reserves the right to revoke this acceptance:if it is d etg.J1mi ed by 00: • Miami -Dade County Product Control Section that this product or material fails to meet the rejuirfnents 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: Estate "S" Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 16-0112.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Freddy Semino IN MIAMWiADECOUNTY NOA No. 18-0829.03 �� • • Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This approves a roofing system using Boral Estate "S" Concrete Roof Tile, as manufactured by Boral Roofing, LLC in Okeechobee, FL as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For use in locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be prepared as a moment based *ystem. • • 2. PRODUCT DESCRIPTION • • • • • ...... .. . ...... Manufactured by Dimensions Test 00 'Pr&luct 0: .... Applicant• SpeClf7Cati0I1S • • • �ptiol! • • • • • esCi'l Boral Estate `S' Roof Tile Length = 16-1/2" TAS 112 Low profile, "tWeeking, exkvded • • • • • Width = 13" Type 1 b concrete roof tileve uipped faith two nail• • • ; • Class III hole and doul?*'c Cribs. For birect deck or battened nAil-on, inorta? os ahesive • • • • • set applicatioas.. • . :....: Trim Pieces 1= varies TAS 112 Accessory trim, concrete 4f pl&es for • w = varies use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each rile profile. 2.1 MANUFACTURING LOCATION 1. Okeechobee, FL 2.2 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset® AH -160 TILE BOND' Roof Tile Adhesive DAP Foam Touch N Seal StormBondo 2 Roof Tile Adhesive Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof the adhesive. Two component polyurethane foam adhesive. Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Dap Foam, Inc. NOA No. 18-0829.03 Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 2 of 7 2.3 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/ReDort Date Redland Technologies 7161-03 PA 102 Dec. 1991 7161-03 PA 102(A) Dec. 1991 7161-03 PA 108 Dec. 1991 P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631-01 PA 108 July 1994 Letter Dated Aug. 1, PA 108 Aug. 1994 1994 Professional Service Industries, Inc. 224-47099 PA 112Sept! •1994 The Center for Applied 94-060B PA 101 : rJarpD,1994 • • ,' Engineering, Inc. 94-084 • PA 1010 LVj-0y 2994 .... ; 25-7094-1 ...... PA 102 ; • Oct. 1994. 25-7094-7 PA 102 .... • Oct.- 1994 : • • 25-7094-4 PA 102 ' ....' : bct O 1994 • • • • • Project No. 307025 PA 100 • • • • • • Ort!?994 • • • • • • Test#MDC-76 •• •• •••• •••••• 25-7183-1 PA 102 :'•:': FeS. 1995 '. 25-7183-2 PA 102 :F60}995 :**0*: 25-7214-2 PA 102 Aarit, 1995 ; • • • • 25-7214-6 PA 102 1995 Celotex Corporation Testing Services 528454-2-1 PA 101 Sep. 1998 520109-2 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 IBA Consultants, Inc. 2381-264 TAS 112 01/08/08 American Test Lab of South Florida RT1210.03-15 TAS 112 12/17/15 PRI Construction Material DAPF-004-02-05 TAS 101 07/26/18 Technologies DAPF-004-02-07 Static Uplift Resistance 07/26/18 (Adhesive Set) 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 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 Miami -Dade Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. NOA No. 18-0829.03 Mwrtwane c� : Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 3 of 7 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. 4. INSTALLATION 4.1 Boral Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (111) and Dimensions (I x w) Tile Profile Weight -W (Ibf) Length -1 (ft.) Width -w (ft.) Boral Estate 'S' Roof Tile 10.0 1.375 ge8g Table 2: Aerodynamic Multipliers - X (ft) • - • • • Y •••••• •• • •• Tile 1 (ft3) . •.... (ft3) Profile Batten Application Diteet Deck application Boral Estate 'S' Roof Tile 0.267 • • • • • • 0289 9*** Table 3: Restoring Moments due to Gravity - M9 (ft. Ibf} • • • Tile 3":12" 4":12" 5":12" 6":12" C11W 4 thaq Profile 27.8 37.4 28.8 'S' Roof Tile .7..1 ". 2" .. Boral Estate 'S' Batten Direct Battens Direct Battens Direct .. Battens Direct Bafth§ Direct Roof Tile Deck Deck Deck Deck Deck 22.9 5.91 6.7 5.82 6.64 5.70 6.50 1 5.56 6.33 T 5.40 6.14 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Boral Estate 2-10d Ring Shank Nails 27.8 37.4 28.8 'S' Roof Tile 1-10d Smooth or Screw Shank Nail2 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw2 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw Shank Nail Field Clip 2 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail Eave Cli 2 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails Eave Clip) 31.9 31.9 32.2 2-10d Ring Shank Nails' 43.0 67.5 50.9 MWhtFW1DE COUNTY NOA No. 18-0829.03 APPROVED Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 4 of 7 I Installation with a 4" tile headlap and fasteners are located a min of 2'/2" from head of the 2 When using only one fastener use the hole that is approximately 4-3/4" away from interlocking edge. Table 5: Attachment Resistance Expressed as a Moment Mf (ft: Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Boral Estate 'S' Roof Tile Adhesive3 • • • • • • 3 See manufactures com Hent approval for installation requirements. 4 The Dow Chemical Co. TILE BONDTm Roof Tile Adhesive weight per patty 11.4 grams. 26.1 5 ICP Adhesive and Sealants, Inc. ICP Adhesve Polyset@ AH -160 Two -Component weight per patty 8 grams • • 1 6 DAP Foam Touch N Seal StormBonde 2 Roof Tile Adhesive weight per paddy 8 grams. + • • • OY5.0 .0000• •. • • • • 0000•• Table 7: Attachment Resistance Expressed as a Moment - Mf (ft: Ibf) Table 6: Attachment Resistance Expressed as a Moment - Mf .- Tile • • Minimum Attachment for Single Patty Adhesive Set Systems • • • • • • Resistance Boral Estate 'S' Roof Mortar Set 20.60 Tile Tile Tile Application IMIahMm AttaLitrfient " Profile • • • Resistafi'Ue •' Boral Estate 'S' Roof Adhesive' 0000• • Tile Y 0.00•• .. 7 See manufactures component approval for installation requirements. • • • • • • • 8 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol et® AH -160 Two -Component weight per patty 54 grams. • W61 9 ICP Adhesive and Sealants, Inc. ICP Adhesve Pol AH -160 Two -Component weight per patty 24 grams 45.5 10 DAP Foam Touch N Seal StormBond® 2 Roof Tile Adhesive weight per paddy 60 grams. 60.0 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft: Ibf) for Mortar or Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Boral Estate 'S' Roof Mortar Set 20.60 Tile ranirtt•o�►ne totfrrnr NOA No. 18-0829.03 • • Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 5 of 7 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami -Dade County Product Control Approved". ORE N T E S R ••.. • • BORAL ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE QF • 1'IL�) ....•. • ...... • •• • • .• • • 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. FA NOA No. 18-0829.03 Foue �� Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 6 of 7 PROFILE DRAWING Nail Holes • • 9 . . BORAL ESTATE "S" CONCRETE ROOF TILE END OF THIS ACCEPTANCE Eoaoe c NOA No. 18-0829.03 Expiration Date: 08/23/21 Approval Date: 10/11/18 Page 7 of 7 MILAAL" NIIIAINIIPDAIDEVDUNTY PRODUCT VOINTROLSECTJON 11305 SW 26 Steel, Room M DEPARTMENT OF REGULATORY AND WONDMIC R-ES0ujRrjF_-, TRKR) Mimi, Fkn, & 33175-2474 BOARD AIX DV0D-EAqDXrUSITm-nDN DTYIMDN T4786)315-2590,71796)31525-99 NIOUCE OF ACCEPTANCE `p�OA) www.mianfidade.goy/economy GAF I 'Campus DTWe pamip,PRRY" NJ 11Y79 -m iscan: Thi3NOA is being issued under be �plillcable. rults and Tegulatiomgoveming tbe we bf aD�xtructjoA*** • *000:0 nuftenals.- The documentation submitted bas been Teviewed aM accepted by Miami -Dad; RunlY RA Pm duct. Control Section to be used m Miami Dade Courtly and vdmr areas when ajjVW*I * . . I.• JVtF.,ft ...... Having Jurisdiction (AHJ). This N OA shall not be valid aftT The t -,K ,pirationdale stated Wow- 'Tice Miami -Dade 0vvWVYvdud Control Section 11n Marm Dade Courtly) and/or the Ail J Ian areas offivT tham Miami DW Wunly) ..:. reserve the nglil to have this product or maternal tested ,for qimlfty assurance Purposes. I&A*Prroduclvr- • Trialenal &AS to -pCff'DrM in the accepted manner, the manufacturer wall incur the expense ID!3IIChIt4M:. and the AM may immediately Ttvgkv, Triodify, or suspend the use of such product or w&teTjAl.wAbi4 fbear jurisdiction- RERTlestTyes the fright to Tryokic this acceptance, W A is determined by mjvMi-,V8de C V* 0 0 0 �r, • . Product Control Section that this pmduct or material fails to vneet the Tequiremcwts of Ih e applicable building code. This product is approved as described herein, and has been designed to comply wiffi theflofida Building Code including the High Yclocity Hurricane Zone of tbeFloTida Building CiDde. IDESURWn, ON: GAF Co:nv enfivnid Bat up Roof systems for wDod Direlm LABREM G: Each unit shall bear a perau-inent label witit the name cir IoM city, stage and Ulovang statement: 'MaTni-Dade County Product Control Appm-ved", napless otherwise noted herein - RENEWAL of 'this NOA shall be considered after a zenewal application hasbeen V ed and them tias been no chan,gein The applicable building code negatively af recting the perfmmice of this product TERMINA-TION of this NOA will omw alter the vcpiration deft or ff tbwc bas been a Tevisionor change M the matcnalsmic, and/or manuFkcI=,of the product uT process- Mism of this NDA as an endorsvimeni of any product, for salts, advertising or any rather puTposm shad] aulvinativally lemunate this HOA. Failure to comply wrth ww, section of this NOA shall be came Tw Wrmmabon and n7noval of NOA. ADY'ERT4SEME-NT-. The NOA number preceded by the words Miamt-Dade County, Florida,df j oridaa bi owed by the expiration date nW be displayed in advertising literviture- If any portion of the NOA is dis&ycdthen A shall be donein its entirety. INSPECTION.- A copy of this entire NOA shall be provided to the user by the manufacturcror its distributors and shall be available for inspection at the job sift at the request of the Building Official. This NOA mnews and mmes NOA No- 14-1030-0 land consists of pages I tlmagti 27 - The submitted documentation was reviewed by Jorge L. Acebo NOA ND.-. U -0919 j07 i .E-x]#Mf)ID-nJJDatr. 11:/ 149.23 AppmvidDate- 11108918 Page 1,df27 R,Oom,G Sym, M, APPROYAL Calveor'y'- Roofing Smb-Catreury; BUR TABLE 1 Derk TITypt- Wood Mmx1inxim Design Pregnurv- -97_5 psf TRA,D,x NAmvsovPR(YD'UTM MANUFACTURED (OR MBELED By Appu,'CANT.- TABLE 1 Teat 000* • Prod-url DiineimDw, S�VrfirjltiDm, Desrij-Wb ,GAF,,G,LAS'* Ply 4 39-37-,(] meter) ASTM D-2178 Sm Doth swfavwas ubjjvinfoixed pwti eat Tr Wide villi fibeTglassWit. 0000 Tri -PV Ply 4 39.37-(1rneter) ASTM jD2178 0 0 Sinr ooth surfaced asplalb%jly* stt t per, rcnfQ74, 'ide . VM fiberglan met 00*090 ,GAIF,G,ILAV 39-37' ,,I i meter) ASTM Dv7a smooth surfaced a al gplys t Teanforcedo FlzxPly- 16 'Wide Wfth fiberglass Mat 0 0 6AMILAS"V5 39-3T((] meler) ASTM, D460.1 0 . . Sn-mothasphalbebase DTb&Vp.�Nshev:,Tsi',ntsTced Base Sleet Wide with fiberglam mat *000 Tri Pe 975 Base 39-3-rilmeter) ASTM D4` SMODItl asphaltic bMIC Or bastfply sheet ,reinforced Sheet ",Wide -with fiberglass raw. �GAFGLASI' 980 39-3'7",,( I meter) ASTM D4601 Smooth asomlfic base D -T base Wjy, sleet reinforced UbindmBase Sl eel Wide with fiberglass mat ,'GA-,FG,LAS* 39-37-?(] meter) ASTM D4897 Smooth swfaced asphaftic perforated -yen-ting bast Stratayr M12 Wide Sheet reinforced nth fibezeass mat Perforated-venbng Base Sheet (GAFGLASO 39.3'7-11 meter) ASTM ;D489'7 Smooth swlaved aspbaltic :mailable w, Ttkng base StMavere Nailable Wide sheet TvinfoTted with fibagessmat IBM, IDM side venting :Base St"IM sun faced wilb gnmuirs. RijbcjD,kr 20 39-37- if I mider-) ASTM- D61,6.3 SBS pdly�, polymer -modified aspholit ban or Smooth Wide amboT sbect reinforced with a fiberglass mt Ruberoid" Mop 39-37- 11 m, vier) ASTM DJ6164 Smooth surfaced mop applied SIBS base :or Smooth v"de wmh-or shmi Temfwred with a polyester mat- Ruberoids Mop 39-37-,,(l meter) ASTM D6164 Smooth smfaced mop applied SBS base or anchor Smooth 1-5 gide shed Teinfmced vitli a pubmster TnaL ,R-UbeT,Did*M)!Dp 39-37"((] an ter) AS' MD,6164 Smooth saved mop applied SBS base or Plus Smooth -Mde anchor sheet reinforced -w,3tba polyester mel- -Rubevoids ITW 25 39.37- 11 meter) ASTM Db163 Smooth surfaced tomb applied SIBS bast or anchor Smooth ,sande e sheet Teiffemed wAh a f ibergless mat NOA N-w� jE7,p-mt,-w-n )Dak-. AIT4123 A,,pprvyxl%lr-- 311WIS Page 2 (Of 27 'TRAD,,,E NAwsoF ftomm'NIANUFACTURED OR LA1iBFiLED By AppLlf_ANT: TABLE I Test P' 'm Produrt., 11rimm''ou's SIDeCifi(-BtiOD DescAmb, un Rubmid* H,,W, 39.3T'j, I meter) ASTM D6164 Smmlh surfaced Ilm.rjh appjjtdSBS base Or anchor Smooth wide sheet Teinformd ViA a polyester meat_ (GAFGLASO 39.3'T- f 1 m, vier), ASTM D3909 -Granult mffaccd 25PI41tic cap sheet xemforced Mineral Surfaced Wide with fibv%lassmat, Cap Sheet TTi-PV IBUR 39.37" ;(] muter) ASTM D3909 0000 �p 0 0 Grdnule sur&ced asph.Wt4ceI�wl M iAADIZed Granule (CAp Sbeet Wide vith frglems MUL V: • GAFGLAV' 39-3T',I I Harter) ASTM D3909 0*0:00 **0 Gmnule surfaced asphalt, W &Jlvet TC nfDICed Env Cap Wide with, fiberglass mat Cap 3%V*3&Ibcto*vv4Ied • Mineral surjlbcw nth TOPGOAr E=gyc pastanntic. Ca ,p Sheet 0 CDahn& 00*000 Topcoats Surface 5 or 55 gallons ASTM D6083 Solve —based tivTmopleAl %,-tlkr Steil S.B stalantdrsignrd it) protect and T;9DMR*gIVdI 60f surfaces and to M-x7ease W,. - Topcoats 1, 5 DT 55 gallons ASTM D,6083 'Water-based r1astamenccoating Membrane TvpcoaeM,,B,P,Ius 5 or 55 gallons PmUmelary Water based, IlDwV(OC primer designed to block wplvdt bltv&thmqO- TDpcoa? FtTeOuI7 5 or 55 gallons PPOPTIC187 LIDW VOC, vrdtcr based fire barrier coating. Fire Barrier' oating VersaShield" Fire- 12- x I DO'Trolls ASTM D1226 Non -asphaltic, fibcTjaw Tvin1breed underlaym, ent Resistant Roof an"bT fire bairn Deck Protection -VeTsaShielle- Solt)" 42" Toll -wide, 1110 ASTM D14,6, Nun-Wheiffic, fire Tesistant f ibe%jass Fire -Resistant S1.1p ft. D828, D4869, undederfrnem Sheet D6757 Tqpcoae 1, 5gallons or TAS 139 Sol-venI-based flaslorneric sealant I qt- tube NIOA NO.: 13-N19A7 Expirrmfio-n Date- 11I 3 Apprwal%lie- 33mans Page 3,6,f27 Proalgrt NO -Me PrDd-nct, Descmptit►u Ener ,y Gasarrl°'" Polyiso Polyismyanurate foam irssdi6an Insulation Ener Guar&` [ ape A POI) iso Insulation EncWGuard" Uh a Polyiso Insolation Em-WGuard— ,RA Pol Viso Insulation EnergyGuasd'Rao `Composite POIy]SO InSYllatli)n EncWGuarr Rli Polyiso Insulation, Energy -Guard— Rli Tapered Polyiso Insulation EnergyGuard"" Rel Pd�nso Insulation EnermrGuard— Perlite Roof Insulation Polyisocpanurat-e foam insulation Glass -faced pr lyasocyanurate Moana insulation P lyisocya nate foam insulabtm Poiy3socyanurate foam insdlafionvilb high densr3y fiberboard ur peTmalite Pdlpiwcyanurafte foam insulation Polyisocyanucate foam insulation Polyisocpanurate foarn insulaton Perlite insulation board En=UGuare Perlite Recover Perlite =over board Board ,Securock'* 'G rn-fiber Roof Gypsum board Board 5ecurock* Glass -Mat Roof Glass faceel gypsum board Board Structodeks High Density Fad High density, fiberboard BoaA Rooflnsulabon Dens'Deck* Prime Roof Board Gypsum board Derislle,W Roa.rBoard Gypsum bward 11 irnmforurer Mitt' urneat MOM GAF GAFJ GAF BAF GAF -United StatesGypsum. Corp. -United States G;um Corp_ H- ie Ridge Fiiberbo d, [rrc_ Georgia-Paeitic (Gypsum LLC !Georgia-Pacific Gyypsam LLMC NDA No.; ]"9I X7 Ex*mfir►n -Date: IMU23 Page 4 aT27 . GAVF .... ...... . 6 • ...... .. . ...... . • 6 t • 4G.9'�p1?I'ly • • •61.6• 6006 iGAF • 00.00 66•066 66•• 66••6 •• •• 6666 •6••6• ......GAF • • . . . . 00.06• . • 6 :G -AF. .. 6 6 •6• • • GAF BAF GAF -United StatesGypsum. Corp. -United States G;um Corp_ H- ie Ridge Fiiberbo d, [rrc_ Georgia-Paeitic (Gypsum LLC !Georgia-Pacific Gyypsam LLMC NDA No.; ]"9I X7 Ex*mfir►n -Date: IMU23 Page 4 aT27 APr,]lR,OYKD FASTJENERIS`.- TAB,L,,TE 3 F1,29, CUT Pimdvvt PMI ADICI ma"nufart ure'r N,u-mbe,T Name Descrm'flun Dimemium fWWJIbCumT-dNOA) 1, Drill Ttc7 P 12 Fagle m Phill4mhead,,,,rnodified $12 x 3* TnWL GAF biAtressiffiread, pinch point, Itr6th, #3 cmbon steel faslem-r MoT use Phillips ;head_ steel iwwmd decks.. With CR-10coating- Available *see mith apinch poinl,,DT dn,-]] 4, Point 0.. 6 : 2- Drjll-Tec7 #14 Faster T TTms bead, st.I.Ildfillinx #14 x lbw GAE. pinch point high threed max. Irngk fWICM IbT Me in SIML Wood #3 PHIJ-ps orconvrete decks. mead. 40:*0: *004 I Drill-Tec7 ASAP 3S DrAl- Tec7 # 12 Fastener with See *0:0 GAF. ;Drill -Tee" 3- Stamda:rd Steel conaponeitts: 0 4- Dni'll-Tim' 3- Steel Plate ;Pllaje. RDwW Gal-yalume steel 3'" Round 0 ••IdAF* stem plate wab Tein%Tcing *00* Tibs and Tei( essed brim with Drill -Tee" Wieners_ 5.. Knill -Tec'"" 3- Standard Steel Galvelumd* coated steel 3' Round GAF Plate Sbim plalefw we wilb appm-fed :Niel Tec7 Fasteners. (6. Drill -Tec AvvuTmO Flat A2 -,SS aluminized steel plate 3" square, (GAF Plate IcIr use wAh DO-Tec"'thic fasteners. I Drill -Tee"" AlDcuTme Gal-valumc* steel plate with 3m square-, iGAF Recessed Plate Tecem;iter use with DnIl- _®17" thick Tec"'" fastenm- 8- Dnll-Tec: 31m -Ribbed R—Dund Gal-Mame® plated 3" Round fGAF Gal-valume Plate (Flat' steel stress plate wAb mixfoTurng -mbs ior we with, Dfill-Tec'" fasteners. NOA No.; ],"919W Ex*mAie-nUate: WD4123 A,p,prrwjtlDBtt,.- WOMS Page 5,oT27 EVIMENCESIVIB `3f"(est A'Eemry,, TV9 l(dellffifir4r kggspk m DRle Factcary lal' i Res ch Corp. 3014:547 4470 05122/03 3029832 4470 05/11107 3033135 4470 1112410$ 3034312 4470 04/09109 3036980 447D 08/14/D9 3038278 4470 11118/11 3D40738 447D jj, 116/10 3iD41769 4470 . 304298744710 '..' ]JIM 3D42905 4470 ...... 0 .' '. ®'1/;0912 • • • • % • 3181 4470 0 • • : 0 • 0V13113 :0000: 3046388 447D • • • •„ :. 04/12 • • 3D47636 4470 • • • • • 08,90.8./13 • • • • . ODOARAM, 4470 • • X0 9/99 • • • • • O DIA$_ M .. .. 4470 0000 0000.. GJ/29/94 • OY9Q5-A3M 0 0 0 0 .. 447D WOMB 1 B9A1..AM 44710 0090:9 :'bVO4197 . 21B8A4 1 4470 ' • •' 0WF97 ; • • • • 3B9Q _A11l.3 9470 0.04f1D8/98 3D4Q2—AM 4470 05930/97 797-03221-267 447D 091.27/.1107 797-03825-267 4470 0712//08 797-10228-267 4470 01123./15 UL LLIC iR1306 U --L '790 1013921/18 PRI Constnxtion Materials 'GAF -122-02-91 TAS 1139 05/07/D6 TednmlDgies,1.1:C GAF -M-02-02 ASTM 1D226 1111511D GAF -271 -01Rcv ASTM DW83 12IM010 G .AFI -271 -02 ASTM 1226 11./15/10 GAF -306-0201 ASTM, E96 07/07/11 GAF -314-02-01 ASTM 022178 1D 923111 GAF -315-92-01 ASTM 02178 08923/11 GAF -369-02-01 ASTM 03289 109.22/12 GAF -417-02-04 ASTI M `C1289 0512Y13 ,GAF -464-02-0::1 A5' TIM C1289 ]0!.22/32 GAF -464-02.01 AS'1 M x' 1289 02106914 'C.AF-499-02-01 ASTM D6083 03112114 GAF -509M-01 ASTM D6D83 03/1.2114 'GAF -549-02-01 TAS 114 0$./198/14 !GAF -549-02-02 TAS 1141 01919$9144 GAIF-559-02-01 TAS 1171B) 09/310/14 ,GAF -559-02 ASTM D 11376 11J91D1/14 CAF -5.59-02-05 ASTM D 1876 109151144 GAF -559-02-06 TAS 114 109192/14 G.AF-559492-07 ASTM ?fD 903 109402114 'GAT 5.59 -08 AS TM i[D 903 ;109/302/14 NOA Nu.: 1,"939.07 Ewp mti iD-n Date: 11/9423 A"m-,wxl DR9c ]AIMS ipage 6 #,f 27 Evm1 N'CiF. `S U;B1Yn T"nl)-� ;,(CI NTI]NU-IED Test Alien y Test Iden9 fier De urnpt'on Date iP;R1 Curmtruct on Mlateria1s ,GAF 55'9-02-09 ASTM IID 903 11D/OV14 Technologies, LI:C GA -F-559-02-11 TAS 114 10/14114 GAF -559-02-12 TS 114 10/14// GAF -559-02-13 TAS 114 10/15/14 1GAF-559-0 -14 TAS 114 101151.14 !CHAP 559-02-:15 TAS 114 lO/] 5H14 'CA1r-559-02-16 TAS 114 10115114 GAF -559-02-18 TAS 114 . TCA 5114 GAI>-559 -1'9 TAS 114: .. 1 t/35 (CAF -62 01 ASTM C128�..... IRT sof S.. ;F1. 02M5 TAS 114 999:06 01A'18/02 02--014 TAS 114 . 0000 Trmity JERD (C85005C_ 1 a M TAS 117 ' • • • 1 jfMD7 'G30250_02_10 -3-R2 ASTM D39M •• *6=3/15 '631360..03.10 ASTMI) D61gi �: 03/1110 ,G33470.1J1.11 ASTM D6144 , 41AW.11 634140.04.11-2 ASTM4;D611n. .040111 IG34140-04.11-4-;R2 ASTM i 6401 o o 115 !G.34140.04. 1.1 -5-R3 ASW DOW 11U04A1.5 (G36780-07.1 1--R] 4470 -TAS 114 9D7A1NU G40630-09.14-1 ASTM D6163 011/ i914 !G40630 -01.14-2A ASTM [6164 01107114 630.01.14 -2A -]R1 ASTM D6164 W1,0114 G43610M-14 ASTM D3909 01122//14 '66850-08-07-1 ASTM D3909 08113/07 SC6970-08.14-81 ASTM, D3909 09/04114 S'C971dii_1d$_15-R1 ASTMI D2178 8931/201:5 SC 1'{D68'0.05.16 ASTM[ D6163 511012016 SC13105.03.17R1 ASTM[ D6164 3123//2017 DyMdecTh Eng neermg Cbriporatim #4482.02.95-1 TAS 114 09/01195 A2lm6c ,& Canbbean Roof 11-053 TAS 114 08/12111 CoTmltantsT LLC NIDA Nw. 18919,07 lx, p tm ion IID!nte. AlID 123 ApprDral Dsh 11J@f8✓1S Page 7 oT27 M em braane Type; BUR Deck Type 117 Wood, NDn lncalated Declk Deseralation: Mm. 15/32'" lhick!w greater plywood ar wDod plank secured 6 in, ox. at parcel end and intermediate supparts wiftn 8d ring shank mails to suppw s ,spaced 24 in. D.C. at max System "Type F43): Anchor sheet rneclramacaly attached tD rDDfdeck All l eue`raal and System Lnmita ow s`6aall apply Fire BR nvrz TOPCOAT FireCutn"" Fire 1Barricr Coating, Y,cm Shield® Five-IResist$nt Slip Staee't ar f�api►an�t�I) j/ersaShield` SD1ta Fine Resistant Slip Sheet installed per irmarn ac"turefs uWaation nnstruc�t}iDn�.. .... ...... c�nclaaar �heefl (GAFGLAS" 475 ;Base Sweet, Tri -Ply #75 Base S'hee3, )leu - . •. .3mD41 ; % � • 'GAFGLAV Stratme VerrtingNaila'ble Base Sbwt is set a W,$j4r,cr bed 6-1D'_ . FRstew� Miami -Dade Cm mty Apprroytd min_ 12 ga. annulw ring shank ]s and an gin.;�&j in. • Optian 41 diameter ^taxa vps are • •'' • • • • • paced $ ira. D_c. in'tlae � in_ wide ��i� side a�'Qs..arrd iS..:..' is D_c_ an alae field Df the sheet in tm std a o ws_.... .. • ........ fMz rlmjzm rD a4n Pressure -15 p sf ,,dee General Lhn tvfiDH l.. � 0 • F�5teJ1Cn• .. • • • g Kan i -bade Com Approwed min_ 12 amrrm7ar Ting sl»k•&mail ,• and m . vr 449,na . tiom 1l2 liarmeter tin caps are spaced 6 in_ D_c_ in the min 4 in. gide arnbpfslleet side lW ,and b; • • • • 311. ID -'C. in the field of the sheet in tucD staggered vow...' 4 1�,(Mzrxinzmm7Design Preunre: 52.5,p .. General l Limiratlayr 47) Fas`ien-ate — Dra3l-Tec" 414 Fastezaers and Dn-ll -Tv c 3 in_ Standard Steel Platws, DrilI-TC c'�" Optioa AccuTrk* But ]Planes ar DnIl Tec""" 3 in- Ribbed Ga lu nae ]Plate f ]flat), .are Spaced 36 in. D_c_ ira the renin_ 4 in- v6de anchor sheet side laps .and 16 :in_ �o_c_ in tine field oft, sheet ian t, vm sUMMexed rows. (Mudzmnn Design P mnor; 525 psf .Spee General lim tatibn l#7) iFwleuing Durill-Tec # 114 Fasten. Ts and IDnll-Tcc7 31n. Standard Steel iP� OICS„ T"l1-Tec" +apfi n #4: AccmTrae Flat Plates or, -'Drill-Tec'" 3 in ;Ribbed 'Gal-valum, 1Pla'te 11F1at) are spaced 12 in. ,o_c. in th, a min 4 in. ,�Nroide .anchuT sheet side laps and 12 ira.. D_c_ ira the field ,Df the sbw in tori wed rows_ fMArIM nrnDrs% wYh=cry --60 prs. See Ge-nern7lLimitzfl-un 7) Faaste-RiTT ][gill -Tec" #14 Fasteners and ]Drill -Tec' 3 in- Standard Steel :Plates, TDrall-Tec7M C�'PCOn : AccuMae Flat ]Plates ,or DJ -Tec'" 3 in, iRaibbed'Galvlumr ]Plate,(Flat) arc spaced 8 in_ D_c_ in the Amin_ 4 m, - gide anchor sheet side laps and 8 in_ D -c. in Ace fieldof the sheet in three su&evred rows. nrimam Des gn PreWsswr. 9'Z 5pEf dee General LhWtrztivn 4#s, P-ty she": W = a fiDnat ,cap stmt as o TSD ,� xrnrarc,1ies of CAFGLASR Ply 4 Tri Fl Pik 4, GA GLASS Flex 6 ac9hered G.. in a :Tull mapping a, , of asplmh app: �i4dl lbsJs _ installed ;per man, facturer's installa:tilan iansatrwtiDms. `When optimal cap shed is riota _ Three ,Dr more plies sof rGAFGLASI ;PTY 4, Tri-PlyO Ply 4, !GAFG LAS'S'Flex Ply b .adhered in a fault mDpping Df hot asphalt applied at 2040 lbs./sq. installed per a.manuractarefsnstatlafiD-nxnsfiractgons_ NDA Now. 18-0194,07 Expiration iDvU.- WNW AppTuvid Date-- ]IMM :Par 23 ,ol.�n C=ap sheet: ( m M1 ineral Su � SheePt, ri-lD B�IJRR (Graniale (Cap Sheet DT IGAFIGI�GGAIFGLAV S ,EnnergyCap MI adhered in a fall mopping of bot agp}aalt applied at 2D —40 lbs.Jsq. insWied per mmAdacturw's installation izsbiaetimn. Suwrfaeing; 0,pp�iianal :on granular snrfnred mvimbrmnes; meq -aired Tor smootYh mem!brames, 'Chosen Tomponents must be appbed ,arrording to manufRrtm-, "s npphrntion i7otroortrons. Ail coatings must be IWted whim a varrent NbA. 1. IGTwml ur slag applied at 400 .ft, ..d'sq. and 300 lbslsq_Tespectwel' in a flood cDm of approved asphalt at 69 lbs.Jsq. 2- Topcoats tvlemVme or Topeme Surface Seal SB applied at l to 1-5 gal Jsq..... (OR • • JG . MIB Plus a ied at 0-5 to 0.75 l.Js _ to be used as b 0 fo." • .„•,,•� }� '� � � tl � •TN Q�' YY i"�" • • • • : • T,IDPCMO Mean'brane applied at 0-5 to 0.75 galllsq.• 0000•• • •• • 0000• • 3_ Fiber Alam R mf CDating. 099:06 :....: Mm immm 1DvAgn .... .. � ... i �) essure: �* q� ...... .... 1'ee �]]]g Above. • • • .�... 00 00 0000 •000.• ••0.0• 000 • • • . 0 :0.... •.... 0•0••• • 0 • 0 • 0 • .000 . 0000 •0040• • • NIDA No-- 1"939JO7 lExp mfion Dnp 111DU23 Ap;proxal IDmIr MOMS ;P;Bge 24,of.'Y7 W, tOODDIMCIIKSY-Snm Lumnxnwis: I A slip sheetm:required viitb GA1FGLAS3 Ply 4 and GAFGLAS' Flux IPIy'"b *hen used asamecharticaltv fastened base or anchor sheet, 2. Winn um Y.- DensDeck' Roof Board or Yz" Type X gypsum board is acceptable to be installed directly over the wood fleck 'GE NKmAL Lmuu ATmNs-. L fireclassifiration is Tot par tof this acceptance, Tvfer to a "ffunt Approved Roofing Matefi, als Iffirectory for -fire ratings of this ;product. 2. hisulation may beinstalled iTimultiple layers. The first layer shall be attached in complianct With 0** Pt* 1jvvGoTft'PI .... Appmun] guidelinm All0 ftii layers shall be adhered m aflull mapping of appmved aValtipplied "hm the • EXT,.range and at a TaIr of MAD lbsJsq-, or Tnecbanicalbr attached using. the Faste, aing p"v"of Ib4`i0eh4,cr • I All standard pawl sizes are acceptable MDT mechanic6l attachment_ When applied in, apVofe4asphak Ireral sizu.s. shall be 9 x 4" maxnnum- 000000 :. 0 4- An overlay and/or recovery board insulation panel. s mquired on all applicationsover lc]M&cd] fu6n insulati'DAM: when :the base sheet is fifflymopped- if no recovery board is used the base shed slmj], t; * mp 0 .**);6d pping Nvith approved asphalt, 32"diameter circles, 24* Dc_; .far strip mopped 8" nbbM Vj%brec Tow-% one at • each sidelap and one dvvwn the cerAvr of the sheet alloming a continuom area of ventil4iort tricirclingHilae strips is not acceptable. A 6' break shall be placed every 17 in each nbbonto allow crew veritilatioW IMj1hall application of either system shall be at a nin imum irate of 12 ftJslq- Notr. Spa att;tWd ;jstewt sjnffl.he 111mited toz in_a-xivnTumAes*,n pressure of A5 psi *so* 5:Fastener spacing fer insulation attachmem is based -on a Minuourn Chia raclefiStic Force t(.F) value oft` 5 JbI, as tested in compliance with Testing Application Standard TAS .105. If the fastener value, as field-Aested, are below 275 IM insulation attachment shall not be acceptable. & fastener spacing for mechanical attachment of emberlbase sheet oTmernbTane attachment is baseden a minimum :fastener Ttsslame value m voRiumbon with the inwramum design, value listed -within a specific systcm Should !the fastener n-sistance be less than that required, as determn ed by the Building Official, a remised fbsAr=, spacing, prepared, signed and sealed by a Florida Registered Rrofessinnal Engiii=, Registered Architect, or Registered Roof ConstiRtant may be submitted. Said revised fastener spacing shall utilize the wiffidmwal Tesistance value (taken from Testing Application Standards TAS 105 and Calculations in compliance with Rooling Application SlandardRAS 117- 7 Perimeter and comer areas shall cornplv girth the enhanced uplift pressure requirements of these areas Fastener densities shall be increased for bGIb insulation and base sheet as calculated in compliance W"ab Roofing Application Standard 117. Calculations prepared, signed and scaled by a )Florida registered Prolussional ETVneer, Registered Anhitequr Registered RDof Cormultant (When if his hinitatim is specificaRy refferred vitVim this N0A,,Gejrervd Limift HU'Dii #9 -not beapplicabir-) 8- All attachment and sizing of perimeter mailers, metalpmfilr, anftr Bashing tamm-ationdesigns shall cD-TfflDrxntD Roofing Application ,Standard RAS I I I and applicable wind load Teginrements, 9- Themaximum designed pressure limitation listed shall be applicable to all roof pressure zones ji-e- field, perimeters, and corners)- Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening ,at ,enhanced pressure zones Ini.e. punrnvlvrs, cMmkd com en arA, corners). ff1hr-n'this Itimitativin is specifically referred wiritVin this NIOA,Geiieral UnCitaflom #7 wffl aDI Ibrapplivable.) 10. M I pmducts ]listed !herein shall have a quality assurance audit in accordance with the floridaBuilding Code :and Rule 6](3203uf the Florida da Admin istratuve (Code - END OF TMS ACCEPTANCE NDA Nix; 13-0919JR7 JapimfiunDntr� IMM3 !Page 27 ,Df 27