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HomeMy WebLinkAboutProduct Evaluation Reportw Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. GulfRibTm Roof Panel over 15132" P&WOAA AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Florida Product Approval #11651.22 R2AY BE NECESSARY IN ORDER TO Florida Building Code 2014 COMPLY WITH ALL APPLICABLE CODEIL Per Rule 61 G20-3 Method: 1 —D ST.� LUCIE _QT�Ty gl4 _ C DIMZON Category: Roofing CONCEAIEDFAS -VM, `},EDTI) r'ox co Subcategory: Metal Roofing ARE THEAESPONS111IENEM 0OFCH�lNrs ur,vlC ': )" THE DATE "fiance Method: 61 G20-3.005(1)(d) CONTA,�CTOROFRECOAO PLANS A\il P£R- t MUST BE KEPT ONJOB NON HVHZ OR NO INSPECTION WILL BE MADE, Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 `''' � � �''' Newberry, FL 32669 � ��op.N� r. SEnr•' Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL# 11651.22 R2 9 JUNE 15, 2015 X,�cOF ••ti * ; No, 75519 STATE OF ; �Q OR S�0NA L EN 11"81l I t,%% o-613o�io15 File Cnnv Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfRibTM' 3/" Rib Roof Panel, Minimum 26 Ga. Steel, 36" Coverage, through fastened roof panel over minimum 15/32" Plywood Decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: Min. 80.Oksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 36" Coverage Rib Height: 3/a" Major Rib at 9" O.C. Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.22 R2 • JUNE 15. 2015 #9-15x1.5" HWH with sealing washing or approved equal '/a" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Minimum15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2014. Table "A" Ma �rnum To alf llpl f ©resign F�ressure Fastener Pattern 69.2'S psf 9"-9"-9"-9" 159m25 psf ; 6.5"-2.5"-6.5"- 2.5"6.5"-2.5 "-6.5" a�stener Pattern Spa�cg 24" O.C. d�C�- Design Pressure includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 1897-04 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST 5328) Report No. 117-0062T-07A, B, Dated 02/19/2007 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section _1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. FL# 11651.22 R2 •1UNE 15, 2015 i " W, � - 0 �M' r, "!W'rx.. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL# 11651.22 R2 • JUNE 15, 2015 a ENGINEER LOAD TABLE: 26 Ga. GulfRibTM Panel over 15/32" Plywood . {t: $. r°y, ;kd „'.3 .d y tea Bu lOn,gs,havingra�RooftMean Heighi s;k20 5,.. I✓ t, _ z ,� p �,ro,trE ariaM arc-r .`� a fe_,�`.a'ri•..3AlP 0 ;Roof Slope 2 e/12,.# 3; 12 7/12a ,Gabl.euo HlpyRoof, Wlnd da t. Speeds 1'80mpfi, Exposure C,' RIskCategl�En IosedgBulldingbasedaon Elor Bu�ildi g�otle'z0w 4c" _rw' ✓. r . •.M �,::...hc t.,', S.x z Lv...-9.w„t...t sin ,..se.,. .tr . .A. x,..' .:cap • t: 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. 1/4 Penetration) (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 +xk ;,f ,i .'ia #9 1'5'x1n 5s f° `�yCf.x.r',�n:,,: {•ti "riPlyvvootl�y47k4�'rxTYPE7 -{�k�•ef ,9,rix .i' rr r24'vKKf(.YPE}��1 n,ix s+#Aix.,SO.,. !� F'„"rk.!L"dt^ y'Y "24'y�,° TYryPE 1 ...��+'`,XFfli' 244 YTYP;,E 124"TYsP,E � t�i.'^t stp .'5m.„ 1 r�rfijk y#241; TYP1a wdS�PACING 24 7gyYPfE 1 {,i'Y ; 1 cdr�. D,4T't�.b':r ZONE 2 #9-15x1.5" Plywood 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 24", TYPE 1 12", TYPE 2 3 ',H F i " 5 9f15 �'.'s�,n..:.�,i�;.,: r %....r-�� ^t�.. �,.i' r 4 TYP 1 � Rrr4A/.G 1�PE99 TYPE 1 12', TYPE 2� c �..a. y1�:G"% 12 ; TY E 2 03 12", TNPE 2 ; �cK, ., �e f�G 12 011-1 ZONE , # x1 �� Ply�Wood1 , , ,b ,t , ..:.. . 1.) PANEL DESCRIPTION: GULFRIBTM, MIN. 26 GA., GRADE 80, 36"COVERAGE, 3/4" TALL. 2.) PANEL FASTENER: #9-15X1.5" HWH WITH SEALING WASHER OR APPROVED EQUAL 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 69.25 PSF @ 24" O.C. FASTENER SPACING TYPE I FASTENER PATTERN, 159.25 PSF ® 12" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN. 15/a2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 uto onnc curvcc ZONE 3--,, I----- ----------- RIDGE ZONE1 \\ \\\ I ------------------- Note: Dimension (a) is defined as 10% of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be :::3a less than either 4% of the minimum width of the building or 3 feet. TYPE 1 FASTENER PATTERN ZONE 2 GABLE ROOF TaT I i I a I I RIDGE ----- -- ------------I a -I----------------------4 a I 1 IZONE ------------------ I -� 'ZONE3 —hAVt FL# 11651.22 R2 • JUNE 15, 2015 At Panel Cont Tape Seal for use on Slopes less than 3:1 #9.15 x 1.1/2' w/Sealer Washer @ 24' O.C. Max. TYPE 2 FASTENER PATTERN Cont. Tape Seal for usd on Slopes less than #9-15 x 1-1/2' w/Sealer Washer @ 12' O.C. Max. . 6 th Cwlti6aiel f Au 6 wo-'-29024 CREEK 17520 Ed,jnbungl):Dril�e: '.Tzimpa, FL-33647 t9CHNICALSER-VICES LLC- �(843)AKG-3421 EVALUATION REPORT. FLORIDA 1BtAu)jWd,C- 6bt, 5PfibilidN "(2014) Manufacturer:; TAMKO BUILOING'PROUGOT9, INO'. k;sued August 2016 B 01 40 4 Joplin, MO 64802 (447)624-61544 MhW1wwwJ*ok6.dohi QualityAginitancei I UL . L I LcttdlQA9625j: , Sdope, da;60".. Rooftrg :$Ubc4t0qQrY: :Uncler]Aymprits -.4.-5A, !S07A.0 bdde,86cti ns1.601.-:9 3, 1 507.2.4j15071,0,1667.2`.9�2' 1501--848, 150 7 15075.3 159743;2,1507,Q,5I '1507,7i3', 1507.8.3.2,1507.8A, TI 507.8j: 1,50T 9i3, 1507.0-6, 'Prbliertie'm Physical *006djet REFERENCES: Enti Remortislo. Standard )Lear PR ir :0pnstrUction.10atedals Tach.n.o1oGilbs (T5T6649)' IA"01-02-01REV ASTNI: W1970,2009 ogl, 57,5049) PRIQ,ptistruction.Materials Teplinof Technologies . -2009 TAF-102�024)1 ASTM P1970 PRI-Construction Motqripjo Tocljnqloqits.ff§f.6049 TAP-193-02701 ASTM R 1979 Fc;hitii�ction.Materjals T6chnologles: (TST6049) ikm UO��14-02-01 ASTAt D 4869 2d66 01 P�R(Coftsthfidfifdn' tEirf-�a-isTechnologies (TrS7t6O49) TAP-215-02JOI WMD.226 PRI Construdtibn Materials Technologies �(T_ST6049) TAP ;-,21 6�-OZ-03, XgTiil) 6380- :2008(9000) PRY (T�f609) TAP=217LQVQIFFY ASTM P 0W 2003(2009) 'JQops PRI,Qonstqtiq6MPteralsTe0jpo!obJeq (TPYP049) TAP21'Vr027-01 ASTM D. 226 :2006' ,0M,OPriaIs'Technologies PRlConstruction Materials Technologies(TS-6049) 9,mOZ-04' ASTM D,226 :2006 Pkfconstructfon Materials Technologies (TST600) TAP-220'7OZ-bi ASTM.b 000 4603(2009), :p8l,qoqsjNctio6MateriajsTochnqlpg1es'(T_ST0049) TAP422m-'01 ASTM Q 48691 'PRV Construction Materials Technq1ogieS(.T;�'T6G491 ' - ' ... TA"9=-QZ-qj j APQ 188- J2042 .11 1 UL L-Lb - - ' ' (TST9628)" 13CA12269 ASTM. --D-226, 2006 ,PRo6LiVT- IXEtcRiP'66k--Alibl'AlFiOCI(:4flbk TAMk*9,Atftf'Sfafe AtTMbt Type 11 --- d A J- granules - Roofing: with, .asphalt .and ',coated . on; oth i0es*W asphalt .and :swr1faqq with th, Min. slope: 212 Appfidatidn: The I u I h-depyrrieh-rd t 'tha -I 'I " be #f8ta ' fled with. ' minp.tp. 27 - ; laps and minimum_ qide 47staggwedencl laps, and in accordance., with FRSAtTRI 07230 for, til I e atibeit. Alfowablarmfuovedrigs:. A . ftachrrierif of asphalt shingle vafiqys and day and concrete 'tile ,frail be 0,eftiftdJn!accofdahQ0 with TBP140013' FLI23187k7 Page' i -of 4 Ttfis,evaluation report is.progicled.-for State of Florida product a pproyal,,prkoRrRule '0:IG20,-`3 They manufacturer shallyfolifyGREEK 'Tecbni-calSq p9iLtc *anyyproduct changes ;qrqjljitY,assbrance changes idh##§rep is valid: This -evaluation -'report -,does not e"r-essnor imply warranty,�;. installation, bteiiorq1e,p"o u--ctd—ttflbutdsth6tbrObt # i 6aJ(VAdd(as&d-herein. eC1111 File Copy BUILDING PR,ODCUTSj INC. MCREEK TAMKQ. BUITAIVIKO.Underlayrnibnts TECHMPAJL;SE_RV1qES, , LLC TAmKoo AsTfknie A8TWbtS8d d.1Ps M,Typp,11 - u­deqqy_ne­ntc­ons_tr1 qt-e1.d_1from: a n- .org­ a -n I cIiei"­ a-tu-r1at1e1 d UnderlayMdfitwith asphaltthen coatedoO both sides,With. asphalt ndsurfaced'Vith ranulbs. fAMK6@,Mb§W 6. M 00th TAMKO@YMoisfure .0tord PWAD TAMKOO.Na 15.ASTM Asphalt Saturated 'Organic:Felt TAMKG@):N-o,. 15 UL Asf)kq:k( Saturated' 'QrOnWlFeit TW4061.:g T60'uhderl Ahst6fie-6 with minimum 27 side laps and minimum. W'ztaggerred"end'laps and in. accordance with 'FRS RI MAO for 016 a0pji.cqtioh_$. A1f(jWdbIe;roof :qoVenng I s: Attachment of :clay- and, concrete Aile shall be permitted' in accordaihw with the FRC- ASTKD63 0 Qlgss7S;Type iVt4OdOdayihdht'-tonstivdt6dftorii-dnorganic felt saturated with asphalt:then coated oribothsidesmith asphalt and w4fta:fiwmineral. Application.- The unde.daymeRt-sh6il'be- ins,talled along the valley irl accordance with FBO requirements: Allowableroof coverings: Attachment .of asphailt 'shingle -valleys shall he permitted; accordance. -with the. FIJO. Self. -adhered" ASTIM'D 1.970, fiberglass reinforced modified bitumen sheet membrane :with ,b Mi di '-hd a removable releaseififth on the: adhesive; Id I Application: The un-d6dayffi0int .8hibil be- attactiod by adhering directly, to the roof -decks with minimum, S-'I/Zside laps and minimum :Vstaggered.-eird laps. Min. application temperature: -400F., Allowablef 0 Attachment (it. asp rbo cove rings:: Ijq[t shingles- and :mechanically .fastened concretel;andP iclay tile� ,roofing shall be permitted - . ttein a6d6fdah6d With. the F1_ B-C. ASTM D '226 Type. I uniddrlAym-ent constructed from a non -perforated otoanic felt I hat . Is saturated With asphalt. Application:- installed I ,p!,,,, n- The s -i " t ed With minimumm side laps and minimum 47 end. laps. Al lowable t0dfcoVeirihOi,, Attachment of 6s61JW shingles„ metal1roofing; wood shing!esj,:wood shakes, and roll roofing: shall be ppEffilftod in accordance with &0 FBC ASTM 13`226, Type; I und&16yment constructed from a non'Perfor6tedorglanic. felt that -is saturated *lthl: Osoftpl . t. Application: The'underlaymentshall be1ristalled. with minimum Z' side 16psaridminimum , 4," end lapstr ­ u Alfqwoft roof' AW.1phment of I asphalt thi 10 ;:metaI,rbofingj Wood shingles; wood. shakes, and roll roofing. shall be' permitted in accordance'with 66 FBO_ 'Teqh!AcaI,,"Serviqqs, LW , !�f -any prcqqqt4 This :evaluation - ' _-' r-o"p-b'didd-es iniot, express` _ specifically' adde,ess6d h6refin. K12&607 of 17146da product approvalvndeORule iftstall5ti6ff' Page 2 of 4 20-31 ' The, manufacturer shall notify CREEK 34, the duration for which this report I is valid. -0-6,be product' , s. - ottibe 'attrihUt&'that and not REE K,KG DING'P.RODCUTS, INC. C, TAMBUILTAMMUnderlayments TECHNICALSERVICEs, LLC TAMKO0.140. -10ASTM ASTFAD 22&.,Type .(I,underla Mont cOnstructedfrorn a non -perforated grgariibfelt.-that is ,ftlphaltSatufated �saturated with asphalt. -Or ganic ,an-ii it c, 0, e, -Application: The..underlamebt shall be Installed, With Miri imuri r2" side laps, and minimum 411 end laps. Allowabletoof'.00yetin s*. Attachment of asphalt shinglpti fhetal roofing;, clay and c-oncrete. tile;, slate.- shingles, wood shingles, wood shakes, and' roll FQPfipshall b permittedin accordancewith-t_e,FBG. e.Nlo. 30. UL TAMKO 0 M 6 non -perforated 9 a ha ASTM D 226jTqpe]l •driderlay.m0hit constructed, - �g nic felt that is Asphalt Saturafe.d saturated WHIT asphalt. Organic Felt Appllcations Them-nderlaymentshall be installed with minimum 27 ide laps:bftd minimum 4"arid laps. side Allowable. roof coverings: Attachment of 'asphalt:shingles', metal roofingi- clay and concrete tile;, slate 'shingles., woo.d, shingles, shakes and: roll roofing shall be permitted' "d, i - 1. - accordance,'Witlithe.F5G. TAMKOO!TW, Metal :and' Sdfradhered; -flexible,, ASTM D 1970;. rubberb!ed asphalts sheet membrane with. a Tile` Underlayment. polymer film'On.,the surface and a rerntovabliea -fol seVAlmbnthJ6adh6siV.6.sid6. Application: the undeirlaymeni shall bet attached by adhering - J di(OOOy ­11­00M 4- ` _t to th' �;eod deck�'W� side lap P and minimum 6" staggoredend laps, Min; appljitatiojO tempera 407F Allowable roof OV rings:- Attachment of asphalt shingles, metal roofing, 9g, 00 mechanically fastened" :cl,ay and. concrete tiles�,shall . bepdrtnittedlh a0boirdance with t I he I FBC. TAMKO@TW Self: -adhered,. fiexible�j, ASTM D. 1970', rubberized asphalt, sheet -membrane WW a "Und6ri ok aym, m on th adhesive ip#� rfilm on the surface- and a removable releagq� film e, h 'side Application: the underlaYrnetit shall be attached 'by adhering - directly to. the; roof,d6ck- wit h minimum4" side lalpg- - ' - - and minimum 65 staggered endsaps. Min.,a plibafi n temperature: p P 40T At to OIR too bVenngs: shingles- and. metal fdof �of o,tpwt Wh - - :andmetal AMOmdht 9 roofing I—— --- - shall be-permittoMn accordahce�wlththe.FBQ. TAMIM561TAM-mFELT Alternate.toASTIVI D--,2:ZQi Typeconstructed from 1ri , ,o'n,- 'perio rated organic fbIt'that1i saturatedwith'Asphalt. Application:, The underlayment -shall _,be, install e4i With minimum Z� tide laps! and minimum 47 end laps,. TW14&ftg: Allowable roof coverings:, Attachment . of asphalt: shingles shall be permitted in FL19 01 Page 3,of 4 Thls-. evaluation report, Is. proVide.d.-fbr State' offlbfida product approyal'underRule.61 GZO-.3. The':: manufacturer shall noqfy CREEK. Technical Seances,, LLC of any pygdgOt.pha.ng,es:orq0a!Cityassurance chancesthroughout-the duration for which this rev6il is valid! This evaluation report does riot press, norimp y warrany., installation, recommended use, or other product arintiutes tthat are :not specifically r", ,CREEK TECHNICALSERVIcEs. LW LIMITATIONS TAMK.G BUILDING. PRODCUTS6 INC. TAMKO Uhde1rIa'y'm­_en-ts 1) fhis6VW­t­ - __ftj!P,not j6e , ;use in .1. _144,19RIPPI? ­­ - *­ ­­_*_ ' 2) Fire.Classificatiomis n6twithin the scope- of this--evaluglion., 8) Wind uplift 'resist6nide fri, n6i vViiiiin sb 6peofthlsev6luatiibfi. 4) lnst-611,6t,iOn,bfthe: -'e-valuate-d.'product --sh6li:doindIy -With this report;, the: FPjGj and the manufacturers published applicationvinstrudtibris;. -Where discrepancies~:exist betwe6a.4hese, sources ,'the more. restrictive 'and FBC compliant installation detail We 5) Minknum application iemperatur.6 shall be'rOC'F.unless otherwise .noted. 'Contact the manufacturer when installing; at temperatures belbW..ih6n!inirh(frri8gpili:46orI tefflperdfur4. 6) N&subt tes:shall.b&cd6n d and: dibb-ft, AJJ,16qtener.� in the deck ry.- n fapp6cation. shall be-.checkedfb.r.protrusion .anill-ciorrediigd prior to. u 7) The roof' deck - ,sha . 11 be constructed of do8ely.-f-h- d sheafh' (i f- - .. ­­ 1­1 — - 1-1.111 -1 - ­ 11 , ?,. is ing, construction: Roof deck _. _ _,irig Pir -new. or Py - shall be installed in apQqrdance:*(thjFBC-'requirements. 8) Unless otherwise stated, the minimumroof; sl6pe-shall ba in accordance with, FBC_ requirements.� 9) Atl.Und WIS6 instaile7d with the,nJ[_l.j'600 parallel , to t WiJaVej _$tOrtirig, at: the, eavd, and i4p Is; zila-ped in -successive courses installed!upthe, deck ln`a - manner,. at, effedtiVely sheftwaterfrom the -deck. End laps shall besta" - rbidbMWe-dn',c­-­' 4hib rVin'dirucildris. gge q _oL!r, pit courses in accordance 40 T119-underlayment maybe. used, as. -d escribeIiih " Q-t'h' er5curretif -F--R�C,'-,'-p'rc"!du'pt-'a'pproval',c[ocume6ts. 11)'. The un-derla'yment'shal),not be installed over. .existing.., robfcovdings. !2y,- Odfitadtthd,f , fidhUfddtUr& bb§W I i0 ddific�exposure limits 1 . 1 t§ for- eaC4qflt .Undf gtp _1 9 I$): All. prQdupts listed inthis report-,-shaill fbe.manufactured undera! quality assuranceprogram- in: campliance.with Rule 611320-87. "COMPLIANCE STATEMENT TN95 products:evalu Ate: d..hftin by Zachary.(i R; :Priest, P ' E have ftnon§trcltdd: c ftipliance with .the. Florida Quilding 'Co&,:5 - Edition,(90A),' asevidenced in the referenced documents submifted bythe..named manufacturer. %%%% 1 111111.11 Ill i , %% VCY R % GE No 74021 STATE" IIJ TE' OF 0-0. 4\ 0 R 19. N CERTIFICATION'OF 2016,008.2 2 09:35:39 -041001 'Zi6hiry., R. Pri6st-, R E. Florida giWa1i6d'N6.7402,1. Organization No. -A -WE R_ 6411 ­ CREEK Technical Services, I_Mddes nothdve-TOMMII it any. d0rniJAhYj nafnufdttdrinig or distributing prodUdts_Uhderth1$ ,evaluation. CREEK 'r6chnical-Serviom ILLC is not owged -operated, or controlled by, any qq I tigg products under -this evalwOom f rnpqgy manufacturing 9T 0!§trioul Za6haryR. Prjest,.P.E.does not have; -nor VAII acquire, a financial Interestin any company manufacturing ordistributingproducts under thja;eva[Uatlon., Zachary, M Pdest,'P.E.Aoes. not have; ,nor -wit] acquire, a financial interest in any otheir entity. inv6lvedlnthe:approvat process of the product. END OF REPORT T13R14061 FL12 Page of 4 Technical, Serv! es, LLC of anyp all C cechanges-throu throughout the duration for-wh[dh this report is valid, This evaluation y `specifically addfdss6d`herein.