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HomeMy WebLinkAboutProduct Approval r RECEIVED MIAMi�'F�iADE NOV 2 7 2019 MIAMI-DADE COUNTY P ODUCT CONTROL SECTION ST. Lucie County,Permitting 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 OA www.miamidade.gov/economy 10"61 MX/ Clopay Building Products Company F1 LE CUr T 8585 Duke Boulevard Mason,OH 45040 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for-quality assurance purposes. If this product or material-fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction.RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 2"ThickEPSInsulated Steel.Sectional Garage Door up to 9'-0"Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101703,titled"HDG/HDGL, 66/68,4300/01,4310/67/HDGL, 4400/01,H Models", sheet 1 of 1,dated 11/19/1996,with revision 9 dated 7/2018,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. NRSSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved'is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 renews and revises NOA#17-0731.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 18-0716.01 MIAMI-DAD;;UN '" Expiration Date: September 20,2022 Approval Date:August 16,2018 03ic'�'``ei Page 1 Cloyav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA #15-0225.06" 1. Drawing No. 101703,titled"HDG/HDGL,66/68,4300/01,4310/67/HDGL,4400/01,H Models",sheet 1 of 1,dated 11/19/1996,with revision 7 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA#09-0929.10" 1. Test report on Forced Entry Test,per FBC,TAS 202-94,prepared by American Test Lab,Inc., Test Report No.ATLNC 0428.01-09, dated 06/03/2009,signed and sealed by David.W. Johnson,P.E. "Submitted under NOA#07-0807.14" 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202, 2)Large Missile Impact Test,per FBC TAS 20'1, 3)Cyclic Wind Pressure Test,Loading per FBC TAS 203, along with marked-up drawings,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0823.01-06,dated 12/18/2006,signed and sealed by David W.Johnson,P.E. C. CALCULATIONS "Submitted under NOA #07-0807.14" 1. Anchoring calculations,prepared by Clopay Building Products Company,dated 07/30/2007, signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS."Submitted under NOA#07-0807.14" 1. Tensile Test per ASTM E8,Reports No.HETI-06-T604/605/606,prepared by Hurricane Engineering&Testing,Inc,dated 09/22/2006,signed.and sealed.by Rafael E. Droz-Seda,P.E. 2. Corrosion Resistance Salt Spray Test per ASTM B 117,Report No.30160-04-63365,prepared by Stork Twin City Testing Corporation, dated 01/26/2005,signed by John D.Lee,P.E. 3. Ignition Properties of Plastics Test,per ASTM D 1929,Report No.3082959-500,prepared by Intertek Testing Services NA,Inc.,dated 09/16%2005,signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960-500; dated- 10/04/2005 and Report No.3094867SAT-001,dated 04/13/2006,prepared by Intertek Testing Services,NA,Inc.,signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS "Submitted under NOA#15-0225.06" 1. Statement letter of code conformance with the 2010 and the 51 edition(2014)FBC issued-by Clopay Building Products Company, dated 02/18/2015,signed and sealed by Scott Hamilton, P:E. 2. Statement letter of code conformance to 2010 FBC no financial interest, issued by Clopay Building Products Company,dated 07/06/2012,signed and sealed by Scott Ha 'lton, P.E. "Submitted under NOA#12-0710.06" ,. Carlos M.Utrera,P.E. Product Control Examiner NOA No.18-0716.01• Expiration Date: September 26,2022 Approval Date:August 16,2018 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA#17-0731.01 A. DRAWINGS 1. Drawing No. 101703,titled"HDG/HDGL,66/68,4300/01,4310/67/HDGL,4400/01,H Models",sheet 1 of 1,dated 11/19/1996,with revision 8 dated 7/2017,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.. .B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 51'Edition(2014)and 6"Edition(2017)FBC issued by Clopay Building Products Company,dated 07/18/2017, signed and sealed by Scott Hamilton,P.E. 2. Test contract letter issued by American Test Lab,Inc.,dated 07/17/2017, signed by Keith Owen. 1-ea't 5 Carlos M. Utrera,P.E. Product Control Examiner NOA No.18-0716.01 Expiration Date:September 20,2022 Approval Date:August 16,2018 E-2 Clonav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 1. . Drawing No. 101703,titled"HDG/HDGL,66/68,4300/01,4310/67/HDGL,4400/01,H Models",sheet 1 of 1,dated l 1/19/1996,with revision 9 dated 7/2018,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading.per FBC,TAS 203-94 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 along with marked-up drawings and in diagram of 9'x 8', 27ga steel garage door Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 1023-01-17,dated 11/07/2017,signed-and sealed by David W.Johnson,P.E. 2: Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels,prepared by Fenestration Testing Laboratory,,Inc., Test Report No. 7890, dated 10/01/2014, signed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchoring calculations prepared by Clopay Building Products Company,dated 07/06/2018, signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL•CERTiFICATIONS 1. Test-report on weathering per ASTM G155,tensile per ASTM D638,self-ignition per ASTM D1929,smoke density per ASTM D2843 and rate of burning per ASTM D635 of Lexan SLX2432T polycarbonate,prepared by Intertek,test report#G7844.01-106-18,dated 09/28/2017,signed and sealed by Gary T. Hartman,P.E. 2. Test report on self-Ignition per ASTM D1929 of Atlas-EPS foam, prepared by Intertek,test report#102609488NUD402,dated 06/13/2016,signed and sealed by Rick Curkeet,P.E. 3. Test report on flame spread and smoke developed•per ASTM E84, prepared by UL LLC, test report#R6705/4788441837,dated 06/06/2018, signed by James Smith. F. STATEMENTS 1. Statement letter of code conformance with the 2010, 51 edition(2014)and 61 edition(2017) FBC issued by Clopay Building Products Company,dated 07/06/2018, signed'and sealed by Scott Hamilton,P.E. 2. Statement letter of no financial interest issued by Clopay Building Products C parry, dated 07/06/2018, signed and sealed by Scott Hamilton,P.E. ? w. Carlos M.Utrera,P.E. Product Control Examiner NOA No.18-0716.01 Expiration Date:September 20,.2022 Approval Date:August 16,2018 E-3 v � •i CLOPAY MODE:5 4300, 4301, 4310, 4400, 4401, HOG. HQGJ, )_a.") 1• w.A.N MIM.a.�w�P C10PAY MODELS h4Q0. 1;401. H300. H301. H31Q SECTION B-B ) vJDII .'a w'n'Y:Dp'!a Ilra`Dp`a_wip!JSID''i'I' i19,i]DL wlpD,c- HOLME5 M DEL„ 6�.`6, 67,-6Q,6ZQQ 62.()t. X203 1.7/11/2001"�9 p„ ut[n cWr[D po an!1°a r°evau TRACK CONFIGURATION "cREzonrAL mach suPPCRr a 1/JDI: BY DOOR MSTALLQi(TO SJT). 1 2'w]'•0.036'NN fZID MG--.-LOC STEEL.S M(PLATES ATTACHED TO DEILJlJ2 AVLnBOND TA ) R NaDOID YAAAM"INdr:AADQ•°wit 4iu ARxU, DOCK SKIN WITH PATENTED TOG-•--LOC SYSTEM(NOT VLUOIE FROM _ H>N BOND n(C CFATFR IaArm¢EOVR[O Ern ) ROI! mY)A••K PYu•CM OLlSDE).REDRORCEMLWT PLATES ME LOCATED AT INE TOP AND BOTTOM \ C OrFR B'"� urw+n aAK tD.P,.IWCi arrtmPi•Nnwi an•.n b-EACH SECTION AT CAFN ONCE LOCATM. Ovn5 OEC HSERT. % - OPiroDAL C^JWiM 7r+�" SXAP•OJ NS[R7. FRpwl [FAWC. _/( _ .. Wro[D IO.Y aOIG.w+ra FARD4R RR.L Am 4HAn R9•A �Q•TOYL•OHf RDs or---RES V W 1 XH 3t IW.: i ATTACHED M 1L Boum _ GAA4G IN--L=1N 50tt44(SHM" L. mN(1)3/W 3/4•CAR:RMC[CLT. I -TO-tNE-TOP SECnOH(HOE ) - Y % •r +% )1UJL QAING WE a le-1 Y)L,1% D.IBB� I]G GLLV.SREL FLAG BRAI.KEf.FAGH FAST[NED ro QA1:NG IS-CM. GE L[YAN WTLO JAMB Yr1111(])3/1f'At-1/2•aR)GO LAG SOR)2. ...._. SUOa12T.AN ASP.O CCS PLASTIC N �/ ___-�;• -- AC-^ADANCE Y R:/m 2606. \ / , DOOR - ' SEE SECT N B-B TV ASSEMBLY OLIALS WAGT R[SSTAwi �•� vERN-IRACK ATTACNCO N HOfD20MK H*-6- 1• 1 2 x] Ya i5 6 G[S,-OWC ST.LMRAI 6- >0 s-1 a Iu ] 6_ _ _ pNE-PIECE N:COMN S (RACK M1"(2)i/a17/t'IPKN BO115. _1 1 _____ 0.Om CE LWN SIUCLNS STAUwF. 42 )- a m _ SUt]a]2f i1td.T ARANE h GU1T^,W. i 6-0 (f8 3-1 2 1D ! a 1 Y -.(iI I;• )i)I~ W .B-6 9a 3-)7 10 Sa SB _ _ _ •h '__ LOC%PCS(RDN 01DIN 39(5]_SCC PpLlS1Y2EwC RET-V Q 2-GLM.STEEL TRACK, - G _ unAUT 0'EACH iWt iM D[l/AS. FASTOdD 0 TP-1 WW 6 TRACK TIDCKNESS(Two'. .Sa 58SQ 2 _ �'{ ili. iII NATJIDIC SCREMS. S 1'• LHR 10P BRACKET i Avg ••-III(___'-)i�1 -- TABLE 1 TABLE 2 DOUBLE HORIzoMa ,2_p Im(-1 • 1 - ::-il)�' ^=a;� ;i===•!�i�,««_ Y EIC MSTALLER RCTA7. { 12 6_ iD•. DOOR HEIGHT SECTIONS YODEL uODEL c[swumon 'xr� - - - .�_____'�' 4 op Nsoo c 66 6 oa v u wN RNIa KnJ•sNORr Rnn P,wr r_. 31 5a Bz'L6"d s]D - UP TO 7'0' 4 1400.HICO N A 21 GYN.EXICTDOR Sq.V;SHORT NMSED PANEL Lr TRA^K 'a-0 11 1 Stl 1 - f U yu 'i 17'3'7CI B'9' 5 1 A 24 G AEN.EKTRmR SxYJ ROSY PAAEL y3• A:MOON nPi1DN •- - 4• 4• -�IMXQDOOd NYUTH 9•-0•� . 1 N5C1 620 2l G lAD1 EYEERYJR SKN BUSY PWEL _ 1 t = 4' i 9.0'TO 10'6• 6 L• INFIOF Fl NA1NIN ,IC9'IQ 12'3• 7 A310 H]10 MDQ..6>.620] 2)G0.Ilnl.E%TERATR SKtI;YIIDE RAISED PPAL1 .6-0 36 1D' 1' " IG6• S4" x2'� 'i2'6'TCI id'0' B 1) ACK/CRi2 G(.GLM.EEA TRADK BRACKET. ° q (d'3'TO 15'9' 9 t ... (S)TRACK BRAGEETS PER S'2E ACK-�PER SCE(IP 10 UP TO 10'"MGM). t6 D lD SECTION A-A HEIGHT•_21' (6)TRACK BRACXETS PER SIDE(W TO IZ'NICHT PRODUCT REVISED (T)TRACH elucKEts PER sa(m TO u'IeC L>OI - SaJm.Q num O.-L SCPAMIES -87=g= B wmpEVhiO with Eho FIOFIda (B)TRACK BRACKETS PER SIDE(UP TO 16'MQ). e.A E� a sxi TTIO.T AND BAC[SKN D•DDDA tlugding to0e aYllIOE �[ InnEN-�Ial NOa-Nq. '18.0776.01 PREPARATION OF JAMBS BY OTHERS LwD rAmE » Y ne r' 1.95'MMR,1/D[AeT+Y NOTE•THE DES:C.V Cr THE SUPPOR-G STRUCO:RAL O.EMENTS SHALL w�L 5 1E 1IDni B+n IDD[GH [xPNm•F PRYSMILNE Bxplmtlon C 0912012022 BE THE RESPoNSIBERY Or THE PROFESSIONAL OF RECORD FOR THE rn r mm�vma cR MMM[ 1iW W.G,Ox p.N PT _ gyTEAM�TE�iNDRr AND ny,,•T � � - � °1T - 2)GA wi��©� ELLS .. " CODES F OR SE LEADS AND PJ ACCORCDRATTANCE WITH CURRrjJT 9UILSNG ' ) CODES FOR ME!DADS U52D ON Tins ORANNC. EImaOR STUD.-( � EPs/FA'.[OlJ'd.M MIRm{-0adq' YCL ORt[O -m uRiwiM,In la, aAAMNc TAMONT Mnl a)12 cL uw.s•m TDP JAMB TO SUPPORTING STRUCTURE ATTACHMENT HDmtonru(1oA)sMs B.um-OX i., NO LOAD FROM DOOR) FOLTESRR PaN10)IDP ROUE.0-. (2-1/2•• ( i CONT APR1fD EO BOW -/m CACTI&LaOCQ 2-3/4'-•I 2-1/d•EHIN). �-•- ST(S iY fim 5i> __ ATtµXEp )/l.•3/v'SwFn II I `- 1. All THE LOAD ROY THE DWR 6 TRaNSiFAR[p TO THE TRA..-K Mm hEN FROM TYF 1RAC4 TO 9•C (a)/14d/e•9ETII 14'TK VEROCAL SIP(GRADE 02 OR BETTER)JAMBS.NO LOAD rROu THE DOOR 5 TRANSFERREO TO THE iCRLMS I I HORIZONTAL(TOP)A.B. I 1.G EAS,ipUDI NNGC. Z, ALL JAMB FASTENERS MAY BE Blit ARE HOT REOJIRED TO BF.)COUMERSUNK TO PRONDE A F.USH 1 EACH NINGC fASTTNEO TD CND ( ) 1ASH11ZR SNJ:S WTM:a)0-1/e uD'JNTIAC SURFACE CItOaE vts. __ 9+EE a4-.AL AND(a) 1 A 1/3 STRESS INCREASE FOR WHO LOAD WAS N21 USED IN IPE GLGJWIKIN DF ALLOAAB_E LOADS FOR T TYPE I ) �O (a)1/a13/4'SES °� _ 1/YV/a'SCV iAPPTG AVCHORS AND FASTENERS FOR STEEL CO.CRCT AND YASENW. { I. APpib STJ¢WS SCREWS.SFE NEW'"9 �N a �i5 o A„i ••,wei WOOD FRAME 6NGS Al, STUD WALLS OF GtlCR OPEMNPEMNG Sud!9E FRAMED 50_10"BT AOT LESS THAN(])he PRESSURE TREATED STP MAX.O0I ( , VIEW "B"W t ]'TALL.20 G GtV.STEEL (GRAD /2 OR BETTER)WOOD 5=5 OF A STRESS CRADE N07 LESS THAN 1200 PSI NOWNAL EXTREME RHER I U-BAN,1W2 U-BMS PER STRESS M BENDF4(FJ.STUD WALLS TO BE CON UiLIOUS ROY FOO7OJ0 TO TIE BEAMS. {1 SECTION.EACH U-BAR ATTACHED MMM 1/4'A!/.•SELF KL I�VJALL OR CONQ[jEJE I TAPP. SCRV&S (2)SCREWS 2AB SEM TP(GRADE/2 OR BETTER)WDGD JAYS SHALL BE ANCHORED TO GHOUT RFORCED BLDCK'WALL OR 2.6 VERIICAL JAMB AT EACH END AND D+TCRu@ CONCRCTC COLLUM.BLOCK WALL CELLS SHALL BE FU.EO MM CONCRETE AND REA-RCED-H R:.FDRCL.. JAMB CONFIGURATION I4. STILE LOCAroFL BARS EYtEHCNC Nv ttE FOOIVJG AND INTO TIC BEAMS ALL BARS SHALL BE COWTIMW.S TREY TIG TIE YL BEAMS TO FOCTMG.PER BLOCK NAIL OR CONCRETE CMU Y:SL O WALLS AND 00`4RuE COLUWM TO BE 2.6 WJRRACKET B STOP NO LCI 9T DOOR INSlA (1D SUIT). ) 21µ(0016'Wn.)R•TERC.Stm DESCNED[R THE BWlDNO ENDMER 07 ARCHRECt OF RECORD. IB G GLNWZED SEEEL END STILE(ATTACHED qRN ONE SNH iDRAwAt g1ALIM1)•.'N G-w FACTORY NSTAILEO fB-18.1/2'W ER-HEAD SCREW AVD M.Dl'e+nv-DN PAIM�+N+D A IDx(O-Mi g1bESIrA PANTED Em ?x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT l rURTNFJt SECURED UK`N NSTILUTIDY YCfIN H'IA.F SCREWS. -/ CDM A/RTD m P"'M SCKS M NOT ro BE USED!DR ATTACHMENT Of iR/�k BRAfTCE15 i 12V.STEEL SiEFt KM. MAfOJUY RRADKET I]GL FJAV.STEEL BOTTOM BMCKIT. DN CENTER rASTFN'SD JAMB A�0 WM(2)/lad/eSHLR MmN 'YI-1/2' • D'STANCE STEEL WOODREW PER uM'9 G F/1v,STEEL NRA HMG[. AIMIM_Y[%IRUS9A 4 IRMWASHERS . ' EN iF.SSTCNERS REGURED'BRKKET. FASTDi 'a N VIOR Slaw/BACKER PLAP'STLL TRACK (A)/lad/e'fNELI HCTW.S.RMS� 1 ..•,/() G p 1/4'a S'(1-1/4'EMBED)ULT. CN COHCRETE ANCHOR(2-1/2'LPN.EDGE DISTA4 E) )-3/a' 1.0.0ZD 10 TRACK T/16'ROUWJ PU51•MR IS NS'Nim ON(AEN HOLLER 9WT. �J .• •,-• A.'N/ 3yYIN N R 1 4 A 4 1- 4 EMBED UL N vCREI C R 1-1 ] YIN.BRACCH BRACKET .` ' • . F - (, CEANCIiOR CBLNC JED WRfI ONE a DA G4Y,STEL CIm MHFS rA5 mm 1D LAO SI YA.)EACH g�' VL •. � W 0 rNAYL 1 4 1_ 4 A TU NG) f.M A YIN.EDGE 015,-.i 24 1/t s]/B•BOLT Y NUT NE /14dJe•SHEET YC1AL KREWS A(47 I/a'EF]f tAwFA:SCREWS, • ' M9 1/4•RYJE15, Y 10 EaLL STEfI RpL1EA(1-3/1617/16)a vATN 'm PRO jf�T➢106 SO l -PAST AVC•WW/SCREW STAfn-FROM B5'TOM Al NO MORE THAN eWf OF MAmNN ON CF_RM MS'ANCE. Ir 7 .P.ELL -}• Ef•THE iffF.�gIDLN 3: HGMST M1pgR RT MSIALLED AT LUS'IS WOI AS IM—WEHNG Np'JR. t STEEL OR moN nRE. /u :(ztlTl'AND•,TFHE SIA'1N EDIN r8:(2017). ;i;DES1Q,t4,:t.?1pz, *N{�.C=P F1 60.0 PSF. cLOPAr nXrccw PRGnucTs CO-- N/A ^t.."' R•ow.Ico'H ,. .;` X`•ENclxTp[ryR,,:rte h. ClOpay W.SON of 445a O Pro1 19 9e ,S.e a>HDc De/6eNa 01. ..'ETo)�A Pilid�eite6' Building ducts (ll)wxi 0= "'R'"u•v �„r, V fw` 7lb /e Com pn Bm)D]