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Home My WebLink About600 Aero Ln 18-3234 Overhead doorN 14 J' ARCHITECTURE August 27, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Job # 17291 Permit Number: 18-3234 C+Architecture, L•L•C. To Whom It May Concern: 155 W. Central E)14 5„ite 5+o This document is in response to the code comments received. The code comments are Orlando, Florida 5Ze0i addressed on plans attached and response is listed below: P +07.565.6 i 56 AA2.600 i 09 CLIENT COMMENTS: Mechanical. Comment Provide 4" PVC underground to house copper lines from CU to AHU Response: Please see mechanical dwgs. Plumbing: Comment T-off from sanitary line and run to far side of building to install floor clean out Response: Please see plumbing dwgs. Electrical. Comment: Move condenser units to back of building Response: Please see electrical dwgs. Electrical. Comment: Add GFI's to warehouse Response: Please see electrical dwgs. Electrical. - Comment Please revise warehouse lighting plan — use less fixtures if possible Response: Please see electrical dwgs. Electrical. - Comment Remove light poles from site — add wall packs to north elevation Response: Please see electrical dwgs. siaTE PERMIT e, i Architectural: Comment: Would like to change OHD on North elevation to ones with glass panels. Also add soffit/parapet wall to north elevation to accommodate wall packs. Response: Please see page A301 for updated elevations reflecting clients request. Respectfully, Clark M. Stranahan, AIA, NCARB y' t,A. STRgrygy .9 Florida License #91246 Cc: file AR91246 •' O8/27/18 l4V CisrF ED P RG s 8/13/2018 Florida Building Code Online I Business & Professional Regulation F acts Mom* top to ' user Registration ' Mot Topics submit Surcharge Stab a Facts , Publications Contact us I sas sme Map I Links ! search r G 13101Produd Approval uaca: Public user Product Aeeroval Manu > ProEud er Aoolk:aUon search > Aoellutlon List > Applteotlon Oatall FL S Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method FL11734-RS Revision 2017 Approved SITE PERMIT Overhead Door Corporation 2S01 S. State Hwy. 121, Suite 200 Lewisville, TX 7SO67 717)247-3638 tom_.steckbeck®overheaddoor-com Mark Garon Mark_Garon*Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 MaliLGaron@Overheaddoor.com Carol Currence One Door Drive P.O. Box 67 Mt. Hope, OH 44660 330)763-8091 ccurrenc@wayne-dalton.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Amason, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL11734 R5 COI Cert of Ind Arneson odf FL11734 RS COI Gordon Tomas COI 2017.POF Standard Year ANSI/DASMA 108 2012 ASTME 330 2012 httpJA~.floddabuiiding.ofWpr/pr app od.aspx?param=wGEVXQwtDquzHEnMXJwexxQ%2f6WtCggEyEhrxoMfurC4bomkoDekoBQ%3d%3d 114 to 8/13/2018 Florida Building Code Online Approved for use outside HVHZ: Yes FL11734 RS n D40 7817slgngd,pd Impact Resistant: WA Verified By: Gordon Thomas 46718 Design pressure: +22/-22 Created by Independent Third Party: Yes other: Drawing 410223, 20'2" Max wide, 30'1' Height. The Evaluation Reports optional glazing available DOES meet the wind load FLI1734 RS AE OHD 08004-R3 Evaluation ReRort.PDF requirements of the building code but DOES NOT meet the Created by Independent Third Party: Yes Impact resistant requirements for windbome debris regions. This product without glazing DOES comply with the Impact resistant requirements for windbome debris areas. 11734.26 1521 Umits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +26/-26 Other. Drawing 410224, 18'2" Max wide, 30'1" Height. The optional glazing available DOES meet the wind load requirements of the building code but DOES NOT meet the Impact resistant requirements for windbome debris regions. This product without glazing DOES comply with the impact resistant requirements for windbome debris areas. Heavy -Duty Sectional Aluminum Commercial Door Installation Instructions FL11734 RS II 410224 s.POF FL11734 RS Ii 0408717 siaped.gdj Verified By: Gordon Thomas 46718 Created by Independent Third Party: Yes Evaluation Reports FL11734 RS AE _OHO 08004-R3 Evaluation Reoort.PDF Created by Independent Third Party: Yes 11734.27 . 521 Heavy -Duty Sectional Aluminum Commercial Door Umits of Use Installation Instructions Approved for use In HVHZ: No FL11734 RS II 41022S s.PDF Approved for use outside HVHZ: Yes FL11734 RS II D408717 slaned.gd[ Impact Resistant: WA Verified By: Gordon Thomas 46718 Design Pressure: +31/-31 Created by Independent Third Party: Yes Other: Drawing 410225, 16'2' Max wide, 30'1' Height. The Evaluation Reports optional glazing available DOES meet the wind load FL11734 RS AE OHO 08004-R3 Evaluation Renort.PDF requirements of the building code but DOES NOT meet the Created by Independent Third Party: Yes Impact resistant requirements for windbome debris regions. This product without glazing DOES comply with the Impact resistant requirements for windbome debris areas. 11734.28 521 Heavy -Duty Sectional Aluminum Commercial Door Umlts of Use Installation Instructions Approved for use In HVHZ: No FL11734 RS II 410226 s.PDF Approved for use outside HVHZ: Yes FL11734 RS It D408717 signed.(9 Impact Resistant: N/A Verified By: Gordon Thomas 46718 Design Pressure: +37/-37 Created by Independent Third Party: Yes Other: Drawing 410226, 14'2' Max wide, 30'1' Height. The Evaluation Reports optional glazing available DOES meet the wind load FL11734 R5 AE OH D 08004-R3 Evaluation Ft ggrt.POF requirements of the building code but DOES NOT meet the Created by Independent Third Party: Yes impact resistant requirements for windbome debris regions. This product without glazing DOES comply with the Impact resistant requirements for windbome debris areas. 11734.29 S21 Heavy -Duty Sectional Aluminum Commercial Door Units of Use Installation Instructions Approved for use in HVHZ: No FL11734 RS II 410227 s.POF Approved for use outside HVHZ: Yes FL11734 115 A D408717 slgned.i d Impact Resistant: N/A Verified By: Gordon Thomas 46718 Design Pressure: +50/-50 Created by Independent Third Party: Yes Other. Drawing 410227, 10'2" Max wide, 30'1" Height. The Evaluation Reports optional glazing available DOES meet the wind load FL11734 RS AE OHD 08004-113 Evaluation Regort.PDF requirements of the building code but DOES NOT meet the Created by Independent Third Party: Yes Impact resistant requirements for windbome debris regions. This product without glazing DOES comply with the Impact resistant requirements for windbome debris areas. Go to Page 0 Page 2/ 2 0 0 ti,..•R » ..1 Contact us :: 2601 Blair Stone Road, Tallahassee R 323" Plane: SW-487-1024 This State of Florida is an AA/EEO employer. toovdaht 2007-2013 state of Florida.:: Privacy statement :: :: Refund gumment Under Florida bw, email addresses are public records. If you do not want your e-mail address released In response to o public-leeDrds request, do not send electrante mall to this entity. instead, contact the office by phone or by traditional ma8. a you have any questions, please contact 8S0.4a7.139S. 'pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The emalb provided may be used ear official communication with the licensee. however email addresses are public record. If you do not wish to supply a personal address, pieprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine If you are a licensee under Chapter 455, F.S., please cliclt hM. Product Approerai Accepts: l2-J ®® http:Nwww.floddabuilding.org/pr/pr appdtl.aspx?param=wGEVXOwtDgtttHEnMXJwexxO%2f6WfCggEyEhrxoMfurC4bomkoDekoSQ%3d%3d 3/4 g 7 1 6 5 1 4 1 3 1 2 NDm A AMME-M "vim MIm2) STt1L IMOf-- , UWA 4W tMI UCUNW Am 1/C. 1/4'.. 3/E': UrAmk.1 amm acts cwm C[w1E1 M*t 1. Of901[D MO 1QIm N At7C0PL1N0t IIDN tO1D IaMO MOD ILBI ON MC:/ qt I'CIO, Nfa Oi I1 4" AND 1/2•. A .m0•NiA611M PM4L.CM1 IK I. t1EM ONI NIOtE A_ YSEO. MC N/Olt Ito O tUblEp PR016100 t1/ TIIC Rack &JIDM0 au me GR Ow TM Now 6/16. DOLT. GR DOt ftw ma CIAEI N AIf% MAY QU»M6 ti1N O'M'. oDMl, tlill tY0 ANCLO AI[ 11Sm. ON[ Allot t00 DIRNUTAtwi. BfiDNO 000! PfOR39oN/L EID61QR9 a A =A-N MID am mom (TTP W1mm.A.U" a mart aA AKaE Oe302AATEM 0 TURNED WAM W g11I01•MWt !ID 6 fEAL,P80EOFL ONLY MR v[R/IOAl10M Cr Inc um a" tr4m - 3/16' 1 3/1' POOERS LckA LT. A FOR MM WY- UML 2 4JO1 PM 401ur G-0601).. 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B / ! mc ooM I / 1 12w1•oR u1t DSECTION A -A am an ewcw SEA B-8 vEKKDAITRAnc / / 37-r SECTION A -A A ma / E N AID 6RAUIR Moth: c". WSW" AMA am HORE`•"'i -se+a eraear G / G L E/ ImPNNpNo two SECTION A -A Woem DETAIL f Aqw- T twin" 010 8Rt11000' VAM m2L M C 2AMI.76 ••-•—• PM w2au-IDDa B sm CNIRI as eRAnar spoor Mtal2RRl woloND ' I,a Ie Keaaam aK alar or MR oa1 w aD III, /1O JG6RAINTERIOR DOOR ELEVATION SIDE ELEVATION Of TYPICAL COMMERCIAL TRACK ®SECTION E-E Q : f ' 1 1734 1NOU BOLT.t/a-20- SaE1I PM 6M6TA-0001 PM 1OW-= MM NIR IMD IAot MfN[R 21: 7 IIKIIA VIA - S LID SRC-\ CEMCI mtt •. 1,/ (1' 0011 UD OU 2To Ai S•' T W 1M0 ar 4w •OCr MC Rr M[ 3 O ONLr i-1 3 A - 1iAT147tleAA 3/ A' 0 1 % . O F 'O. : •' 1 2 0 I- N pAT "s I IM; SECTION D-0 ' Al 11/ s/•.ef- yA' a tsm w un wwa ma . la IIRrt NS- O 00 2.27 Q 610 0 ibi06 r 93' N/A i R- atlw 2.20 ii. 12- 2 0. LK ® E SECTION G-G• 1mt DsECTIONC-C 3 a 3 A 0 M M1 v FA II/ A t KP8 7 1 6 5 4 3 2 1 ox 1N 1c] P A. November 30, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 ARCHITECTURE Job # 17291 Permit Number: 18-3234 C+Amhitecturc, L•L•C• To Whom It May Concern: 135 W. Cenaal E)IvJ. 5„ite 5+0 This document is in response to the code comments received. The code comments are Orlando, florSJa 52801 addressed on plans attached and response is listed below: P +07-565.6136 AA2600109 CLIENT COMMENTS: Architectural. - Comment. Reconfigure interior offices; extend office down to exterior wall, move break room and create three new offices in warehouse. Response: Please see all pages attached for new office layout. Respectfully, Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file r*0A M. STRAN .9 AR91246 11/30/18 .. V RED P RG November 30, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 ARCHITECTURE Job # 17291Permit Number: 18-3234 J C+Amhic--ct,re, LLC• To Whom It May Concern: i 35 W C-atmI E)Ird. 5„iu 3+0 This document is in response to the code comments received. The code comments are Orlando, Florida3z8oI addressed on plans attached and response is listed below: P +o7.363.6136 AA1600109 CLIENT COMMENTS: Architectural. Comment: Reconfigure interior offices; extend office down to exterior wall, move break room and create three new offices in warehouse. Response: Please see all pages attached for new office layout. Respectfully, ffj L . V:) E- - Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file OF y' #K M. STRAH 9 9 A AR91246 ~ 11/30/18 s • ... RED ARG ARCHITECTURE November 30, 2018 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Job # 17291 Permit Number: 18-3234 C+Ar--hitecture, L•L•C• To Whom It May Concern: 133 W. Central f9vJ. 5„it,-- 3-+0 This document is in response to the code comments received. The code comments are Orlando, Florida 3280, addressed on plans attached and response is listed below: p 407.5 65.6 13.6 AA2600109 CLIENT COMMENTS: Architectural. Comment: Reconfigure interior offices; extend office down to exterior wall, move break room and create three new offices in warehouse. Response: Please see all pages attached for new office layout. Respectfully, Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file P. 0 y' K M. STRAN 9 AR91246 kzG/ 18 lVV AR 8/13/2018 Florida Building Code Online i "- MIA- on SCIS Home lag In User Registration ; Hot Tapia SubmR Surcharge Stets a Focht Pubacauom : Contact us I eas Site Map i Unks I Seam Product Approval USWU Pubac Uvdbbr OFFICEpreduderaoottcatlonS•arM > 0onikatlon txt > AppncaUon Oatall FL p FL11734-RS Application Type Revision Code Version 2017 Application Status Approved PERMIT # Comments Archived Product Manufacturer Overhead Door Corporation Address/Phone/Emall 2501 S. State Hwy. 121, Suite 200 Lewisville, Tx 75067 717) 247-3638 tom_steckbeck@overheaddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor.com Technical Representative Mark Garon Addr+ess/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 850)474-9490 Mark_Gamn@Overheaddoor.com Quality Assurance Representative Carol Currence Address/Phone/Emall One Door Drive P.O. Box 67 Mt. Hope, OH 44660 330)763-8091 ccvrrenc@wayne-dalton.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida Ucense PE-46718 QualityAssurance-Entlty Intertek Testing-Services•NA,•Inc.:-QA.Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P. Ameson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL11734 R5 Cot Cert of Ind Ameson.adf FL11734 RS COI Gordon Tomas COI 2017.PDF Standard Vear ANSI/DASMA 108 2012 ASTME 330 2012 httpJ/www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtOquzHEnMXJwexxQ%2f6WICggEyEhrxoMfurC4bomkoDekoBQ%3d%3d 1/4 8/13/2018 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +22/-22 Other: Drawing 410223, 20'2" Max wide, 30'1" Height. The optional glazing available DOES meet the wind load requirements of the building code but DOES NOT meet the Impact resistant requirements for windbome debris regions. This product without glazing DOES comply with the Impact resistant requirements for windbome debris areas. 11734.26 1 521 Umlts of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant' N/A Design Pressure: +26/-26 Other. Drawing 410224, 18'2" Max wide, 30'1" Height. The optional glazing available DOES meet the wind load requirements of the building code but DOES NOT meet the Impact resistant requirements for wlndbome debris regions. This product without glazing DOES comply with the Impact resistant requirements for windbome debris areas. FL11734 RS 1I 0408717 A ngd.odf Verified By: Gordon Thomas 46718 Created by Independent Third Party: Yes Evaluation Reports FL11734 RS AE OHO 08004-R3 Evaluation Report_PDF Created by Independent Third Party: Yes Heavy -Duty Sectional Aluminum Commercial Door Installation Instructions FL11734 RS II 410224 s.PDF FL11734 R5 Ii D408717 sioned.Idf Verified By: Gordon Thomas 46718 Created by Independent Third Party: Yes Evaluation Reports FL11734 RS AE OHO 08004-R3 Evaluation RepoR_PDF Created by Independent Third Party: Yes 11734.27 , 521 _ Heavy -Duty Sectional Aluminum Commercial Door Umlts of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11734 RS II 410225 s.PDF FL11734 RS II D408717 s1gDgdj f Impact Resistant: N/A Verified By: Gordon Thomas 46718 Design Pressure: +31/-31 Created by Independent Third Party: Yes Other: Drawing 410225, 16'2" Max wide, 30'1" Height. The Evaluation Reports optional glazing available DOES meet the wind load FLi 1734 RS AE OHO 08004-R3 Evaluation Report-IDQE requirements of the building code but DOES NOT meet the Created by Independent Third Party: Yes Impact resistant requirements for windbome debris regions. This product without glazing DOES comply with the Impact resistant requirements for windbome debris areas. 11734.28 1 521 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +37/-37 Other. Drawing 410226, 14'2" Max wide, 301" Height. The optional glazing available DOES meet the wind load requirements of the building code but DOES NOT meet the impact resistant requirements for wlndbome debris regions. This product without glazing DOES comply with the Impact resistant requirements for wlndbome debris areas. 11734.29 1521 Units of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +50/-50 other: Drawing 410227, 1012" Max wide, 30'1" Height. The optional glazing available DOES meet the wind load requirements of the building code but DOES NOT meet the Impact resistant requirements for windbome debris regions. This product without glazing DOES comply with the Impact resistant requirements for windbome debris areas. Go to Page ; 40 Heavy -Duty Sectional Aluminum Commercial Door Installation Instructions FL11734 RS II 410226 s.PDF FL11734 RS 11 0408717 sloned.fidf Verified By: Gordon Thomas 46718 Created by Independent Third Party: Yes Evaluation Reports FL31734 RS AEOHD 08004-R3 Evaluation Reoort.POF Created by Independent Third Party: Yes Heavy -Duty Sectional Aluminum Commercial Door Installation Instructions FL11734 RS n 410227 s.PDF FL11734 RS lI D408717 sig ed f Verified By: Gordon Thomas 46718 Created by Independent Third Party: Yes Evaluation Reports FL11734 R5 AE OHO 08004-113 Evaluation Reoort.POP Created by Independent Third Party: Yes iomaa lls :: 2601 Blau Some Road, Tallahassee FL 323" Plane: 8S0.487-1824 Paget/2 The State or Florida i4 an AWEEO employer. Qdvr+dht 2007-2013 State or Florida. : vnvacv Nuaremenc under Florida law, email addresses are Public records. tf you do not want your a -mall address released In response to a pubic records request, do not send electronicmalltothisamity. instead, contact the office by phone or by traditional met. U you have any questions, plea contact 850.487.139S. 'Pursuant to Section 4SS.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 4SS, F.S. must provide the Department with an email address If they have tease one. The Malls provided may be used for offidal communication with the licensee. However email addresses are public record. if you do not wish to suppb a personal address, pprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublicTodetermineityouarealicenseeunderchapter4SS, F.S., please dick ro . PPrrojduct Approval Accepts: 1-= w®"' M R3 m http-lh~.floridabuilding.orglprlpr appdtl.aspx?param=wGEVXQwtDgtlZHEnMXJwexxQ%2f8WfCggEyEhrxoMfurC4bomkoDekoBQ%3d%3d 314 A I i 8 7 6 5 4 3 2 HOW w AMt+M OV SiM NJ" SW 1McK— . InIAtA A1ntARl 11Rxol0s AAe.,/ tH'.. s/e W&Xg K •l saint Wnr lf:lvcit KpiIC1 DI. Ile9Clm!va 10,D IN AnOUMM Ral Woo tau von gar On Ai1CtL oR 1fpD Mxfl W,i1R Nine Ala //i: A aw•AlwNw rAMfl.lr!1 pS e,ilTytm a tad One ,Dale a• ulEo. TRe ANolt Ito a lTCmL m pRa169pa o INC narooA 9Ut01a Dw4 AND .. DOLT pant t% a/,e' sell', oR a1YNNdG MDKi M57 00 An'%titlK'KAAt11O eoM tl'Ie : DaeN., tDiQl Tq AnelO A1E ltSt0. o1a[ ANOIt -to y atEaunolatl alenwo wide NalOsmw oKooKmra a Anal -ea AND JWM BRACPW no wAsonnrc•+f ) n aTRar"K>A AMRL a Ttntllla (India TI¢ ODIcI•AIR Is ito d OOi 4atte1 O[MY maiAeS Wffrogb! or L O tbAe sw mqx — s/le' . t e/4• foeo6 ton/TaJ, A. FOR aTIRM 016Y- tlsi x WR11 O/y O,OSMIo-Ooo,).. iWNm•• owt oR ,/l• nmot neLT.' 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Ilmolaou , t• Ei ! ! l oo 'su•Nstt• 1 D SECTION A -AA-M-0 MOUNT sTm ) I CAST swear SECTIONM aiB C `'.' u01101ec'r mff ( wmw yin TRACK / 1 _ / r-a.EtuxRoan / D *C N ANON D,1mAOlQ aalwr --- / MCC w if N / / JIno two SECTION A -A I eRAa¢s srumroDETAIL F ITrI mmalAm4) Psi 1.7D own ; 11 I 61 I / , C can 1 a1 1 Nln ,a,R,aR, IN mwD°"°"`` 3.,` D wEm Da a^,lr ( .\ o` 1 ,'; ° ,rt' wsc oOO r fTlR sugar soma or ,Y oR sa• GQ woo + le CDR LVOV a?Aow orlx- % INTERIOR DOOR ELEVATION SIDE ELEVATION OF TYPICAL COMMERCIAL TRACK D SECTION E-E 0 : • F 11734'• - 1 = = swLx n aosirm-000l eau eou. ,/.-zo : .• _ _ N I n tan, llur Ara•lape 'h f 7 xl• sr vwI O1D st°t- wRSR sTss STU up at i Sf w to an otr •on Toramm ttic A I erAnlemtA '/• i jO mFmt ae ss.lq , ,-A . la• s ANCL • .. 1 1. 1- R- MS - A SECTION D-D ' e/.+ t t/e• o wo, uL travu 1 . 1• t 1/Ir w+,•a to.vw,un,aA Nlm IIV 1 J0 -0 ou2O UsSnell elAeQB ar.4sY N/w iW •"' - sim.fE stmrt DSECTION C-C ie.i aKns o ®SECTION C• G• . - µptp i:$ o •" w wIOQ i FA WA I Krc is e 7 I 6 5 4 3 2 1 ma C 8 A.