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<br />TILLIT TESTING A ENGINEERING COMPANY
<br />-WAITHR A. TTLLrr, M., ?.E. ---- I —
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<br />PRODUCT EVALUATION REPORT
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<br />REPORT NM- -20-0720.01
<br />DATE: July 28,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SU&CATEGORY- Starra Panels
<br />,
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: GUal Emitaction Products LII
<br />4800 S.W. 61 Street
<br />DaVie, Florcla33314
<br />1. PURPQSE OF WALUATI N;
<br />This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method i D of the Florida Department of Business and
<br />Professional RoaguMon.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for crimpliancein accordance with the 2020 Seventh l5diflorrof the
<br />Florida Building Code, and to verify, that the prodict It for the purpose' Intended
<br />at least equivalentto thilt1equirad by the Code.
<br />This Product EvaluationReport shall be Subject to review and revision In case of
<br />a Building Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />. -
<br />2j. PRODUCT EVALU TION DQCUMENJ (p_,il
<br />Drawing No. 20-176, titled "20 43AGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thrij 26 of 26 prepared by Tilteco, Inc,; signed and .sealed by Walter A.
<br />Tillit, Jr., P. E.; dated 07128/2020. This drawing Is an integral part o,� MIS
<br />Evaluation Report, I ,%kill, I 101,
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<br />2.9-TWETREPORTS;
<br />Large Missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports A 96-5139 dated 08/09/1996, #96-570 dated 09118/1996,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E, and Report No-
<br />0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-1 97 by QC Metoallurglical, Inc,, dated March 13, 2009�
<br />signed and sealed by Frank Grate., P-E,
<br />Z,167k
<br />UQTUR. Of INO CA=LATION '
<br />, LAI-JELN-5-INEER -S�
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchnr� spacing vs. design, wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 161 6 of the Florida Building Code,. Calculations prepared by Tilteco, Inc.,
<br />dated 11103108 and 03112115, signed and sealed by Walter A. T'illit, Jr., P. E.
<br />3. MISSILE IMPACT RESISTANCE;
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4AM-ND LOADS Rr:SISTANQE:
<br />-
<br />20 Gage Galvanized Steet Storm Partel has been verified to sustain wind
<br />pressures. Maximum panel length shall beas indicated an sheets 8, 10, 14,15,
<br />16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176, Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
<br />14,15,17,1,8,19,20 26 and 26 of 26, of Product Evaluation Document (P.E. D.),
<br />drawing No. 20-176,
<br />Irstallation shall be performed Strictly in accordance With details indicated on
<br />Sheets 3 thru 7, 10 thru 20,23, 24 and 20 of 26, of Product Evaluation Occumentt
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shell be as
<br />Indicated on sheets 8, 14,16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing Ift 20-176.
<br />MOMC MAIMAUM]REPOR1 -140, 20Y6729.91 3
<br />& MA�TERIAL CHARACTERISTI-C$ ANfI PIECIFICAT-1010;
<br />, -
<br />Shall be strictly, in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document I drawing
<br />No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF U
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />an sheet 1 of 26, as well as General Notes -# 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20m.1176
<br />prepared by Tiftepoi Inc. and signed and sealed by Walter A, Tillit, Jr., P.E.
<br />7.2. Product imaybog installed within HIGH VELOCITY HUR,RICANE ZONES as
<br />cleflnerlonsedlon 1620.2 of the Florida Building Code
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structu me.
<br />Product Evaluation Report prepared by Waftr A. Tillit, Jr.. P.E. (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-000,671 9).
<br />MTLL
<br />DA TILTFCO AD MON FUECORCS I P. E. REPORT.20 k GLOBAL PROTECTION PRODUCTS, LLC: � 20 ISAGE
<br />GALVANIZED BTEELSTPIFIM PANELkDRM420-17BkREPI)kT#2D-0798.Di
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<br />TILLIT TESTING A ENGINEERING C43MPANY
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<br />'WALTER A. TILLIT, AL, P.E, RRODU filtD0000 a0hCono
<br />-CT EVALUATION REPORT FT,PP IA-N. 441,57
<br />t,,,,A. Li- -N,,. 0001 9
<br />REPORT Nl
<br />20-0727.02
<br />DATE:
<br />July 27,2020
<br />PRODUCT CATEGOIRYt
<br />Shutters
<br />PRODUCT SUB -CATEGORY.
<br />.
<br />Storm Panels
<br />I �
<br />PRODUCT NAIII,
<br />Z4 GAGE GALVANIZED STEEL STORM
<br />,
<br />PAN&
<br />MANUFACTURII
<br />ptaduam-1.14
<br />4aDO S-.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by WaltorA.T111111t, Jr., P.E. (System
<br />11) 4 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />614320-3, Method ID of the Florida Department of Business and
<br />Professional Regulation,
<br />This product Is being Issued an Evaluation Report as deswitied herein, and has
<br />I
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />FbIlda Building Coda,,and to verify that the product Is for the purpose intended
<br />at least equivalent to that required[ b theCode.
<br />�y
<br />This Product Evaluation Report Shall be subJect to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE.SUBMITTED,
<br />Z1. PRODUCT EVALUATION DOCUMENT JP.E.D.):
<br />Drawing No.20-176, titted'24 GAGE GALVANIZED STEEL STORM PANEL",
<br />I
<br />sheetal thru 18 of 18 prepared byT-ilteco, Inc.; signed andsealled byWalterA.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteRk
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<br />Evaluation Report. ,,,,,�� . ..... Itti
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<br />,Xwni, Florida 33166 -Phow: (305) 871-N4�*, �,',01,1531
<br />MODUClEVA IA �ATTON REPD-RT, NO, 2
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<br />Z, 2, TEST REPORTS
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as,
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads -as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florlda, Report # 0814-01-01 dated 03111102 witnessed by William
<br />R. Mghryer, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E, and Report No.
<br />0219.01-69, dated February 25, 2009, signed and seated by Edmundo
<br />Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203'as per section I B09.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report Na. 1123.01-10, dated November23, 2010, signed and sealed byJuiio E.
<br />Gonzalez, P.E.
<br />Ton0i Is test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13.2000,
<br />sLlamed and sealed by Frank Grate, P.E4 asp6rASTM E-8 and Tensile Teat as
<br />par QC Metallurgical Report No, 10111(il dated December 1, 010signed
<br />arod'sealed byJerry Ylaoicifeno, P.E. as perASTM E-8.
<br />2.1-STRUCTURAL ENGINEgIRINPiPAL"LATIONS,
<br />On 24 Gage Galvanized Steel Starmi Panel for maximum panel length vs. design
<br />wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilterca,
<br />Inc., dated 1 2/1 B110 and 08127/13 (for this revision), signed arid sealed by Walter
<br />A T11lit, Jr., P.E,
<br />I" MM:51LE.IMPACT RESj$jANICE-
<br />Large missile Impact undersection 1609,1,2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />14. WIND LOADS RESISTANIM.
<br />24 Gage Galvanized Steel Storm Panel � has been verified to sustain wind
<br />pressures, Maximumpanal length shall be 29 indicated on sheets 31 9, 1Q, 11,
<br />1
<br />12 and 17 of 1 a of Product Evaluation Document (FIX.D.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall beas indicated on sheets 5, 9, 10, 11, 13 thru 16
<br />and 18of 18, of Product Evaluation Opcoment(FI,1E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for rode compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />WW=11VALV&T10X"FPATW0. 20-M7,0Z I
<br />5. INSUMW1910.-
<br />�
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets S,tWr,u 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6,13, 14, 1 6, I 6 and I 8 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />t-M-AMRIAL CHARAICTEMSECSAND SPEE-CIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and I 2af 18, of Product Evaluation Document (P,E.D,), drawing No,
<br />1
<br />20-175,
<br />Anchor specifications shall be as Indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E,D,), drawing No. 20A75.
<br />7. L MITATIONS AND CONDITIONS OF USE: �
<br />7.1 � Shall be strictly In compliance with General Notes No' 1, 8 thrw 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P,E,D,), drawing No, 20-175
<br />prepared by TIlteco, Inc. and signed and sealed by Walter A. Tillft, Jr., P.E.
<br />7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as de-firied on section 1620.2 of the Fforda Building Code.
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame structures
<br />Product Evaluation Report prepared by WalterA. Tflill Jr., P.E. (Florida License
<br />No, 44167), President of TIll Inc. (Florida CA-0006719)�
<br />WATkLL
<br />0-ITILTEtCAOMON RECORDS i?, E. REPORT-2f
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<br />GMERAL NIOTES: C-QMPOtIENTS FOR REGV-LAR & LJEE SEEM STORM PANELS 1/4, 2/4, 3/4, 4/4. 5^ 7/5.
<br />8 3) IN CASE THAT. PRECAST STOW. OR PRECAST CONCRETE PANELS. WIJCCO OR WOOD BOARDS BE FOUND ON 144C (SCALE 1/2�1*)
<br />O" FOR 2Q-QkW-JiVURM 2111111 EXISTING WAU. M04MS SMALL BE LONG ENOUeH TO REACH THE MAIN STRUCVLOIE� BEHIND SUCH PANEL.- 1W/10, 2W/10, 3W/10� 4W/10, + B/s
<br />1 L STORM PANEL SHOWN ON THIS PR=J"CTEVALMkA0T*�N OCCUMEWt (P ED) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCkORW SPAL BE AS MFNT04ED IN 9, I) AND IN 8.2). ------ - ------ -- -15,196' (TOTAL VVM)------- --- - 5W/10, 6W/11 & 7W/11
<br />.
<br />ACCORDANCE WITH IRE 2020 III" EDITION) OF THE FLORIDA SUMAC CODE FC) P�����"Cx, INC � � --- 12-sw (EFFwtw WDTH)--------- - I � - .- ------j5,jW (TOTAL *I")- L - , " ' -'--- , � 3. MAX- ANCHORS: FOR CONI SEE SCHEDULE ON 5MVEIS a I .
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION t M OF THE ABOW MENTIONED CODE I "" ,a JI'V .. ... ---'----, -7 1 4 i 6.=,---- --- I I _ 11 & a--- - --I MAX "
<br />FOR A WPA) SPEED AS ACQUIRED EIYTHE JURISDICTION WHERE THESE SHUTTERS WILL EE� INSTALLED AND - #14-10 PAWLMATE F12MAUE to AND FIANELMAW PLUS ANCHOM AS MANU,A=REC Re wco CONSTRUCTION PRODUCTS i . r-- ---� � I I UOL � FOR WOW SEE SECTIONS ON $HEM 10 & � t. Mac-,
<br />1 1 "
<br />FOR A DIAECTICHAJIMIFAMIR id -oft, QSINO ASCE 7-16 AND SMALL NOT EXCEED W MAXIMUM (A�S.D,) . 1�4*0 LAC SCREWS PER AIDS, I " 1-300- Apo'- �-I-3�0 ---� ,�-Sao � . I � . -,.Sw � � I I
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<br />DESIGN PRESSURE 0ATWICS INDICATED ON -SAM 7 THRU t2, 14, 15� it, it & 2D, " A 5/e *000 9USKINC. AS DISTRIBUTED BY ALL Patin SC", VOLT A; SPECL41-TY CO. I � , I i .N, I i �, , , , ,� , -I-= ---� ,N, olwa' WK ROCA 1 6 0 /' 0 466
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<br />IN ORDER TO VERIFY THE ASM CONDITION, ULTIMATE DESK;N WMID LOADS DETERMINED PEP ASCE 7-10 1 1 . ,,lfa; ' ASrA A-653 t D.M.,O,O�G)t , , 1 / � 4-�:.=-
<br />SHALL BE TWIST FIEDUCEID 10 AS-M DESIGN WIND LOADS BY MUMPLYING, THEM BY OG IN ORMI to C t) NNIMALM 1HREAM) PENETRA11004 INTO WOOD OF TAPCON ANCHORS SHALL BE I Ile AND 2- FOR IELCO PANUVATE PLUS I � �, 1 7 ---rF-r--1 I I T / 4 � I
<br />AND PAINDOM" PEAKE lo. ;-(,% ��aw ZLon. tloL IN" A' I ONADC SO Mm TTED I 77�1 I I I i ��,,� I 11 1=
<br />COMPME THESE W/ MAX, " 4ALVATENED, STEEL Ho"I'L / Y I '-* 2"-sr I O-ea CAV. MCE: y 'r '
<br />C) DESIGN PRESSURE RATINGS WOCAM ON SHEETS 7 THRU 17, iA, 15, 46. 19 III M L";fk I MIR: - 1 I -= -
<br />I y � W LS
<br />C.2) PCHISTRATKIN or LAO SCREW. INTO THE WOOD FRAME UNIT SHALL BE ', 1/2�. MCI THREADED � i " 'L
<br />STRESS FOR WRTO LOAM WAS XL USED IN THEIR ANALYSIS. FASTENERS SPACING, 10 WOOD RAS BEEN DETERMINED IN =14901= � .Z�- RRAM SO A010MUNI i la > LLJ
<br />4-60 CAM -I�FTAIL %� i 3 ED
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<br />.4--X I TYP � ASTM "" . 1;1 ., -@ , i
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<br />IN ORDER 70 VERIFY `TPAT ANCHORS ON THIS P F V AS TESTED WERE HOT 9AA STAMM, A S3X INCRIDISE IN ALLOWABLE STUCCO SHALL BE CONSIDERED AS PART OF THE RECIUMED THREADED PENETTATION, 21 I 09A& i-- 1 - Ir r1p, �', ICTAIL LT ' C%4
<br />or i
<br />ACCORDANCE WITH NZLSL 2010. C,3) MINIMUM MODE DISTANCE Or LAG ECRM. INTO WOOD SHALL BE AS RVIC-AIM IN THIS ORAWINC .,, , ARL& I A , 1 48,6 6 Ir- - -5 C=
<br />STORM PANI ADEQUACY FOR IMPACT AND WIND RESISTANCE MS OWN VIERnED IN ACCORDANCE WITH SECTION i62 I ----------------- � ---------- ---- � - � .- � -I ---------- 1. I 1.1' � a ,; '- r- CS
<br />a or CL4) M#M0M Pr#415PAT414 OF *000 BL%*NG SHAL.L BE 51W. 11,V 0-20 SCREWS USED ,SHALL BE 1 112' Low, MINIMUM .,k. -1 I 4 i L.) =.
<br />THE ABONE MEWHOKED CODE AS PER HURRICANE ENGINEERING & TIESTINO, ING REP010% "-"Q. 96-670 & 96-M AND f.350 , -1 - I -- .. , 1! i� F ,,, I I CO M
<br />SHOULD STUCCO VMT� AND 11 MINIMUM FOR WALLS WITH NO SIUCCO - - ----------iEaW- - I � L , 11 -L- � . � -- --- (I 111-1. T-1 M 9 C3 .E C-1,
<br />F04ESTRMM TESTING LAB INC., KFORTS 12032 & #2126 . AS PROTOCOLS TAS-201, TA�S207 AND TAS-203. - � . = C�4
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<br />TAS 203 STANDARDS. WALL. ANCHOn SMALL HE LONC ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, --- . � . -- - I n cc "
<br />2, ALLALUMINUM EXTRUSIONS TO BE 0063-TS MLOY` A74D TEMPER. (ONUS. OnItRIIASEE NOTED), SEE SHEr 2 , I . V r- ! - + - -- -- - --- i . R (n " C= cc
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY, ANCHRINAOr SHALL BE AS MENTIONED IN C- 1) C-2) & C 4) -I " ,W ---- -- " -- --- - - J1, I . I" 11, ir4r W -= C14 -=
<br />AS WILL AS AMERICAN IEST LAO Of SOUTH FLORIDA REPORT 00219.01-09, AS PER TAS 201, TAS 207 AND C.5) IN CASE 11-W PRECAST SIONE. OR PRECAST CONCRETE PAWLS, STUCCO ON WOOD BOARDS BE FOUND ON THE DCSrTNC - (I =81011, UN @k END STORM PANEL I �, 1 � I -I � I ;
<br />;� - -- 1 1 � --
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<br />6 PANELS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOWINS INSTALIATION MAILS 1.250 . -100, t 92 .�� -.7501 1/4'.-20, 1/410-M .1 .-� - -a-
<br />- � 1 25' 1 - - - - Z
<br />4 ALL SIM 91V METAL PAW - I ----,--,---] BOET6 , Pj&r1S I vil Jj4 -26;1� % �. - W
<br />(0) ANCHORS SHALL BE IRSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANID SPECIFICICTIONS OF THE ANCHORS MANUFACTURER ,- � -- -,., 2 197' ,(iv- fl -j � -111[.-J, I TH -:z
<br />-LS 94AU 80E STRUCTURAL QUALITY SMEL ASTM A-6153 GRACE 50 1004MUM, C-60 ,�i.o��--� �,�,,,,- I - I P56 I 40ASZHNES -- , I I 1 1 1 1 & - - I --- - I =
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<br />GALVANIZED STEEL MSXWAPDN W/TY- 585 kat (AFTER ROLL80). SHOWN ON SEC-9014 3 THROUGH 10 (SHEETS 4 W/ WNI&D ED= -- - I I �Tw I �i-�---i . I - I �IWT-- UNBOLIED PANELS I -1 . � I i D CL.= W
<br />- SHALL NOT BE USED. , I A; a I - --Is, SIM RIVETED S a. SIM At= -T -1 � WINGNUTS T W/ - 3/32' :1 .L -
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<br />ATTACHED TO 44SUK PROPER ANCHORAGE. THIS SHU!MR SHALL ONLY BE ATTACHED 70 C*NCREM S4L%K OR WOW FRAME 11 �� -� ". - 7 i - I i ---I ! - - -- "D I(SEE SECM � � I � I 1. I W U .- -<
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<br />(WK. f-355C ",-,) 13 (A, THIS PRODUCT C040ATIOAt DOCUMENT (P F. D,) PREPARED BY THIS ENGINEER 15 CIEWRIC AND DOES NOT PAWDE 44FORMAIIDN REVERS& STUD �- --Y ,,
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<br />(P) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECT*N. PURCHASE AND VIISIJIUAWN INCLUDING LIFE SAFETY OF THIS PRODUCT � I SEE W. � iw/io. 2W/10. 3W/10, 4W/10. I*- 6/5
<br />31V4 2' FOR �ANELMAIE FEMALE 64SED ON THIS PSAX PROVIDED HC/SNE DOES NO DEVIVE FROM THE CONDITIORS DETAILED ON T141S DOCUMENT _=_, .374, � �
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<br />ID AM PAREVALTE PLUS AND 1 114" FOR CF TAP -GRIP ANCHORS. I ,LgP. TOP EDGE 750' -
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<br />A.2) CALK -IN & SOUO-,SET ANCHO SKALL RE EMBEDDED 7/8- alto THE POURED CONCRETE NO EMBED" INTO (c) THIS PROD= EVALUALION DOCUMENT WILL BE CONSIDERED IWALED IF WOMED. � I 407"IDOY .37b' 270,456' - W. ,*,*-2 'ER'S
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<br />AD I' MINIMUM FOR WALLS WITH NO STUCCO. AM MAY 9F KAM SCREWS OR ALL W/O f 0, (d) SITE SPE)CIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGIS EN 4 OR ARCHITECT CH WILL 8 THE � � -I I 1. . . I - -- --A ,.a.,,- -- =1
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<br />`1�0� ENGINEER, SHALL "SUBMIT TO THIS LATTIER THE SIX SPECIFIC ORAWAI4CS, FOR RpAEW. r . via'* HOLE MR . , . '093,
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