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Home My WebLink About04060017 Correspondence+barke / r?n estor+ 8135 MONTICELLO AVENUE SKOKIE IL 60076 USA ~T e 1 : 84 7 +? 6 3 + 1 § 9 2 F a x : 8 4 7 + 7 6 3 + 16 9 7 14 April 05 Mr, Jim Ochs BuiJding Inspector CITY OF CARMEL DepT. of Community Services One Civic Square Carmel. IN 46032 VIA E-MAIL & U.S, MAIL jochs~ci.carmel.in ,us RE: STEEL BAR jOiST REINFORCEMENT' RED STAR TAVERN, CLAY TERRACE Dear Mr. Ochs. Pursuant to your request in your correspondence to Mr. Mike Boyle, Boyle Construction, and as the Architect of Record on this project and the design professional bearing responsibility for the design on the bar joist reinforcing, t have verified that the bar joist reinforcements as recommended by the bar joist manufacturer, John W. Hancock Jr. Company, have been installed satisfactorily. I accept the assessment of the independent testing company, Alt & Witzig Engineering, Inc., has provided in their correspondence dated 01 April 05 (attached) and also the correspondence from the installing contractor, Custom Welding Service, Inc. (attaChed). Sincerely, Kevin J. Barker, Architect President Barker Nestorl in~. Ochs-leM Page 1 of 1 +ba rke nestor 14 April 05 Mr. Jim Ochs Building Inspector ClTf OF CARMEL Dept. of Community Services One Civic Square Carmel, IN 46032 8135 MONTICELLO AVENUE SKOKIE IL 60076 USA ~T e t : 8 4 7 +7 63 + 1 6 9 2 F a x : 8 4 7 + 7 6 3 + 1 6 9 7 VIA E-MAIL & U,S. MAIL joch~ci.camtel,in .us RE: STEEl- BAR jOiST REINFORCEMENT, RED STAR TAVERN; C~Y TERRACE Dear Mr. Ochs, Pursuant to your request in your correspondence to Mr. Mike Boyle, Boyle Construction, and as the Architect of Record on this project and the design professional bearing responsibility for the design on the bar joist reinforcing, I have verified that the bar joist reinforcements as recommended by the bar joist manufacturer, John W. Hancock Jr. Company, have been installed satisfactorily. I accept the assessment of the independent testing company, Alt & Witzig Engineering, Inc., has provided in their correspondence dated 01 April 05 (attached) and also the correspondence from the installing contractor, Custom Welding Service, Inc. (attached). Sincerely, Kevin J. Barker, Architect President Ochs-~eM Page 1 of 1 Tested For:. Mr. Mike Boyle Boyle Construction 212 West 10~ Street Project: Red Star Tavern 14299 Clay Blvd Tenant 1733 Carmel. IN (Clay Terrace) Project No: TW5020-WELD Date: Saturday, March 5, 2005 REVISED: 04101105 In response to your request, our structural steel inspector performed a visual inspection of thc fillet welds. This inspexfion was limited to the w¢ldmcnts conducted during the field installation. At his time, we also reviewed thc design plans to verify proper placament of the web and chord reinforcement. This inspection was performed in accordance with project specifications and ^.W.S. stmctmal welding co(lc. This inspection was performed at the locations listed below: Approved: All 3/16" fillet welds on 3/4" rod and 1-1/2' angle reinforecment for field modifications in accordance with Sheet 1-10 of J.W.H. Contract No. 75769. Installation was in accordance with design Rejected: None Structural Steel Inspector: Custom Welding Service, lnC 3721 Sutherland Ave Indpls, IN 46218 Telephone 317-925-4381 FAX 317-925-43Sg March 25, 2005 Mr. MIl~e Boyle Boyle Constm~ofl 212 West 10~ Street Indianapolis. IN 46202 DearUr. Boy~ After ~ng random ~ af the ~ modification at Red Star Tm;em I am confident Ihet the weldmer~ are sound. app~ W~ot you are iaakho otis slag deposits which area by product of me weJdnun[ The small welds shown in one plcbJm am ~ welds". These were used only to hold the particular rod or angle in ~ overhead until the welder could apply the §nleh welds. Co~~ ralnfordng rods, thom is ~ · mlwndemanding =fthe toml~ of the coverage. The lenglhs stated ore plan leng~ coverages and not lhat M'actual material lengths. The~re; ~1 lengths may vary as long asthe segments make uO the rural plan t~ requiromeflts The welders used on this project were certified, and I am forwarding certifiGales to you.. Page 1 of I Ochs, James A rnestor@barkernestor~com RE: Red Star Tavern Steel Bar Joist Reinforcing, Clay Terrace Mr. Nestor have consulted with the engineer at the company that made the jo~st and issued the repair. He has approved your release based on your review. I believe this ends our concerns with the joist and we will issue the current status certificate of occupancy. Jim Ochs. C.B.O. ..... Original Message ..... From: ~,yan NeStOr [mailto:rnestor@barkernestor.com] Sent: Thursday, April 14, 2005 10:,N. AM To: Ochs, .]ames A Cc: .]ustinCS@aol.com; 'Nike Boyle' Subject: Red Star Tavern Steel Bar Joist Reinforcing, Clay Terrace Hi Jim Attached please find the correspondence and verifications regarding the bar joist reinforcing that you requested. An ongma signed & sealed copy of this correspondence has been mailed to you today also. I trust this will now meet with your satisfaction. I thank you in advance for your attention to this matter. Regards, Ryan Ryan P. Nestor, Esq. Principal Barker Nestor. Inc, +barker/nestor+ Architecture + Design 8135 Monticello Ave. Skokie IL 60076 USA T: 847 + 763 + 1692 F: 847 + 763 + 1697 04/15/2005 A It & Witzig Ettg ) eering, Inc. A Tested For: Mr. Mike Boyle Boyle Construction 212 West ltl Street Indianapolis_ IN 46202 Red Star Tavern 14299 Clay Blvd Tenant F33 Cannel, IN (Clay Terrace) Project No: TW5020-WELD Date: Saturday, March 5. 2005 REVISED: llt response to your request, our structural steel inspCctor performed a visual inspection of th.e fillet welds. This inspection was limited to the weldmcnts ¢onda~ted darfl~g the field iastal lation, Athisttme, we also reviewed the design plans m verify proper placement of the web and chord reinforcement. This inspection was performed in accordance with project spccitications and A.W.S. structural welding code. This inspection was performed at the locations listed below: Approved: All 3/16" fillet wclds on 3/4" rod and 1-1/2" angle reinforcement for field modifications ia ~ccordance with Sheet 1-10 of ,I.W,H, Contract No, 75769. Installation was in accordance with design plans, . Rejected: None Structural Steel Inspector: +barker/ ~ ~r)~ 5 ~ b, MAIL& tLS MAil Ri,_-: STEEL BAR .tO1S-[ REINFORCEMENT, RED STAR TAVERN, CLAY TERRACE ~u~st~an`( ~o ~'ouf [(:x4uesi ~r ~our cor~e~pon(~ence to Mr, Mike Boyle, Bo~le ConstF~CttOFL project and [he design proiessiona[ bearing responsibiiib for the design on the bar joist [e~nfo~dng, ~t re~nff~rremen[s a :~ xecommended by the bar ~oist manufacturer John W, Hancock nc 3721 Sutherland Ave Indpls, IN 46218 Telephone 317-925-4381 pAX 317.e2s-45se March 25, 2005 Mr. Mike Boyle Boyle Const~uctio~ 212 West 10~ Street Indianapolis. IN 46202 Dear Mr. Boyle: After reviewing tandom pictures of the joist modF~:ation at Red Star Tavern I am confident that the we~lments are sound. product of the the inst~lletio~ an~ am confident that code asthe i , va~/as long The Weldem used on this project were ce~tifiecl, and ! am fol~/arding ;eitificatr, s t~ you.. Custom Welding ,~;~e, Inc. TIME ENCOMPASS NOTEPAD - 03/16/05 ,: 04060017 00 1 - PI NOTE TEXT Talked with mike boyle and jeff kendall on office call. bar joist ~elding and installation not to plans, need struct. eng. site visit and correction, copy of photos sent to joist mfg and their eng. comments in file. NO c/o has been issued on this bldg. TOTAL LINES OF NOTES: PAGE OPEPATOR ]ochs Ochs, James A A Wednesday, March 23. 2005 6:17 AM 'rnestor@barkernestor.com' FW: [Fwd: Re: [Fwd: J.H.W. contract no. 075769]] Ryan, Sorry it took an extra day to forward this e-mail to you, I was unable to locate the images on the computer and therefore forwarding this e-mail to you. I did indicate to the general contractor that the weld report would be acceptable, however, we will defer to the design professional who actually does the site insp~ctio~ Jim Ochs ..... Original Message----] Fro~: Carl Pugh [mailto:cpugh@hancockjoist. com] Se,hr: Thursday, March 03, 2~)05 3:06 PM To: Ochs, James A Subject:" [Fwd: Re: [Fwd: ].H.W. contract no. 075769]] Page 1 of 3 ....... Original Message Subject:Re: [Fwd: J.H.W. contract no. 075769] Date:Thu, 03 Mar 2005 15:01:38 -0500 From:Carl Pugh <c~? hancockloist.com> To:mailto:J~Oc~in.us Referenees:<42276B41.1040708~hancocki~[_st,com> Dear Sirs, Joist repairs are not in accordance with AWS / reinforcement details provided. I would suggest they be reworked. Lem Battle, P.E. Lem Battle wrote: ........ ~riginat Message ........ Subject:J.~I.W. contra~t no. 075769 Date:Thu,' 3 Mar 2005 09:12:36 -0500 From:Ochs, James A <JOchs~_e_!.jn.us> To:<lbattle.___~~hancock'oist com> C C L<_m~ zim~rne~ist, c om> T,.hought you may want to have a look,at how your modified trusses were finally installed~ assuming that when you spec. 3/4' x 12' 6" you mean full length, <<MVC-001F.JPG>> <<MVC-006F,JPG>> <<MVC-007F.JPG>> <<MVC-004F.JPG>> <<MVC-002F.JPG>> <<MVC~003F JPG>> <<MVC-002F JPG>> 03/23/2005 Carl W. Pugh, Jr., P.E. Vice President of Engineering John W. Hancock, Jr., Inc. 2535 Diuguids Lane Salem V~ 24153 PH (540) 389-0211 Page 2 of 3 Page 3 of 3 Vice President of Engineering John W. Hancock, Jr., Inc. 2535 Diuguids Lane Salem VA 24153 PH (540) 389-0211 Fax: (540) 38%2319 email: cpu~_t.~com 03/23/2005 ~8~04/2005 11 4~ FAX ~001 BOYLE CONSTRUCTION MANA'GEMBNT INC. FACSIMILE TRANSMITTAL SHEET ['Iu~GIgNT [] IrOR R~WRW [] PLBA$1$ COMMENT []PLEASE REPLy [-] PLIfL~ P. ItCYCLR 212 tV. 10TH STREET. SUITE BI, I0 - INDIANAPOLIS, IN 4~202 PHONE: 317=269-0543 , FAX: 317-269-0544 03/16/2005 05:25 FAX ~00~ BOYLE CONSTRUCTION MANA'GEMENT INC. FACSIMILE TRANSMITTAL SHEET ['~PL~ASEP~PL¥ [~PLI~u~S~ R~CYCLB ZI2 W. 10TH STRI~ET, SUITE Bi~0 · INDIANAPOLIS IN 46202 PHONE 3'17-269-0543 · FAX: ~17-269-0544 TRfiNSaOTION REPORT ........ MaR-lB-2005 NED 08:31 FOR: TX TIHE PAGES TYPE NOTE HhR-16 08:31 aH 92690544 25" 1 SEND OK 510 TOTfiL : 25S PhGE8; 1 * CITY OF CARMEL DEPARTMENT OF COMMUNITY SERVICES TRANSMITTAL Date: March 16, 2005 To: Mike Boyle Fax Number: 269-0544 From: Jim Ochs, Building Inspector ~ Services Phone. 317- 571-2476 Fax 317- 571-2499 ....... : _, ............ *,,a El For your information Date: March 16, 2005 To: Mike Boyle Fax Number: 269-0544 CITY OF CARMEL DEPARTMENT OF COMMUNITY SERVICES TRANSMITTAL From: Jim Ochs, Building Inspector Dept. of Community Services One Civic Square Carmel, IN 46032 eraail: j ochs~,ci.carmel.in,us Phone. 317- 571-2476 Fax 317- 571-2499 ~1 The material you requested 121 For your information XX For review and correction [21 For approval SubJect: Red Star Tavern, Reinforcement Rods on Roof Joist Number of pages: 1 NOTES: Mike, The letter from Alt & Witzig is good for the welds however, JeffKendall and I need a letter from a Design Professional to sh~v tt~at the installation of the rods is as directed by the design sheet you submitted. You, Jeff and ! discussed this matter during a conference call on March 4th 2005. A design professional must visit the site and field review the installation with the design from John W. H~mcock Jr. Company. If the installation complies we need him to verify this If the design does not comply the Design Professional needs to redesign a correction star~p the design a~d make the necessary corrections. Jim Cc: Jeff Kendall, Building Commissioner Ochs, James A Fro Carl Pugh [cpugh@hancockjoist,com] Sent: Thursday, March 03, 2005 3:06 PM To: Ochs, James A Subject: [Fwd: Re: [Fwd: J.H.W. contract no. 075769]] Page 1 of 3 .Original Message ........ SubjectlRe [Fwd: J.H.W contract no 075769] Date:.Thu, 03 Mar 2005 15:01 38 -0500 From:.Carl Pugh .<__c~g i~t.cgm? To:mailto:JOchs(a~ci.carmel.in.us References :<,~2556i~ 4 ~, i b~-656 ~hadi;c!~j oist.com> Dear Sirs, Joist repairs are not in accordance with AWS / reinforcement details provided. I would suggest they be reworked. Lem Battle. P.E. Leto Battle wrote: ........ riginal Message ........ Subject:J.H.W. contra~t no. 075769 DatelThu, 3 Mar 2005 09:12:36 -0500 From!Och~, james A %J_Q~h~ci,~armel._io.us> To. <lbattle(~.hancoc~j,oist.com> CC: <mzimmerman~ancock. ioist.com> Thougl~t you may want to have a look at how your modified trusses were finally installed I'm assuming that when you spec. 3/4" x 12' 6" you mean full length. <<MVC-001F.JPG>> <<MVC-006F.JPG>> <<MVC-007F.JPG>> <<MVC-004F.JPG>> <<MVC-002F,JPG>> <<MVC-003F,JPG>> <<MVC-002F.JPG>> 03/16/2005 Page 2 of 3 Vice President of Englneering John W. Hancock, Jr., Inc. 2535 Diuguids Lane Salem. VA 24155 ~H: (540) 38%0211 ax: (540'} 387-2319 email: cl~ugh(~,~hancockjoist.com Vice President of Engineering John W. Hancock. Jr.. Inc. 2535 Diuguids Lane Salem. VA 24153 ~H: (540) 38%0211 Fax: (540) 387~2319 03116/2005 NO, I;I787oo~14 002 P. 02 ~diauapolis, {~N 4620~ l~jr. ct No: TW5020-WELD {){~k,: 8at.y. l'v~h $, 2005 Rejected: Ochs, James A From: Sent: To: Cc: Subject: Ochs, James A Thursday, Mamh 03, 2005 9:13 AM 'lbattle@hancockjoist.com' 'mzimmerman@hancockjolst,com' J,H.W. contract no, 075769 Thought you may want to have a look at how your modified trusses were finally installed I'm assuming that when you spec. 3/4" x 12' 6" you mean full length MVC-001 F.JPG MVC-006F.JPG MVC.-007F.JPG MVC~004F.JPG MVC-002F.JPG MVC-003F~JPG MVC-002F,JPG Alt & Witzig Engineering, Inc. Tested Fora Mr. Mike Boyle Boyle Conslnmtion 212 West 10m Street Indianapolis, IN 46202 Project: Red Star Tavern 14299 Clay Blvd Tenant F33 Carmel, IN (Clay Terrace) Project No: TW5020-WELD Date: Smurday, March 5, 2005 REVISED: 04101105 In ~spo~n~..~o yo~ reques~, our sUructural steel inspector performed a visual inspection of the ffllel wel(lS. 11115 m~p~Ctlon was lllmted to the weldments conducted during the field installation. At his time, we also r~wewed the design plans to verify proper placement of the web and chord reinforcement. This mspection was performed in accordance with project specifications and A.W.S structural welding code. 2~ais inspection was performed at the locations listed below: Approved:. . AIl. 3/16" fillet welds on 3/4" rod and 1-1;2" angle re'laforeement flor field modifications' ' m accoroance vath Sheet 1-10 ofJ.W.H Conlract No. 75769. Installation was in accordance with design plans, . Rejected: None Structural Steel Inspector: 3N3liiam_Ke, hl,JL Custom Welding Service,,.inc $721 Suthedand Ave Indpls, IN 46218 Telephone 317 9254381 FAX 317-g25-435g March 25, 2005 Mr, Mike Boyle Boyle ConstrucUon 212 West 10a' Street Indianapolis. IN 46202 Dear Mr. Boyle: After reviewing random pi(lures of the joist modification at Red Star Tavern I am confident that the wel¢lments are sound. you ore Iool~eO ~tt is eiag deposits which are a by pn:x:fuct of The small welds shown in one picture are"tack welds". These were used only to hold the particular rod or angle in ~ everhe~l until file w~lE]el'~ould appily the Concerning the minfoming rods, there is obviously e ml~lemtanding of the temlinOlogy of the coverage. The lengths stated are plan lenglfl coverages and nm Ihat of actual matmlal lengths. Therofom, material lengths may va~/as long as the segments make up Ihe t~d plan foot r~:luireme~ T~e wel~ism um~d o~ this project were ceft~ecl, and I am forwarding certificates t~ you.. gOO~:/g [/~0 ue~w 'spJeDew 'Jej~eLU s!qi oJ uo!lue]le Jno,~ JoJ 8oueApe u! noX ~tueql I 'uo!loejsges Jno~ q~M ~aeLu MOU IIIM S~Lii Jsml I 'OSle X~pol no~ ol Pel,eUu ueeq seq eauepuodseJ~oo s~q~ ~o Xdo~) pa ees ~ eu¢~!Jo uv 'p~@nbeJ no~ ll~!~ 8L~ oJOJUleJ S~[Jeq alii 8u!pJeSe~ suo.~eag.Je^ pue e~uepuodsaJJ~)a eq:l pu.j es~eld · {eld '§upJoju!a8 V $~uJ~r 'sq:)O :O.L ..... aSesseN leU!§!JO ..... '/~ouednooo ~o snlels tusJJno 8qJ 8riss M eM pue ls~of eql q]lM SUJGOUOO .lBO spu@ Sql aaa eq .Me~^eJ Jno~ uo p~s~eq es~'elej Jno/( pe^oJdde seq' eH eq,t penss! pue ts!o[ alii ape~u leql ~uedLuoo eql le J~eu Bue ~q~ ql!M Pellnsuoo e~eq I Jo;is@N 'j~ aoeJJe/~elO 'Bu!moju!oM ),s!op Je8 IOalS UJOAe/JeJS PeM ::BM :l~e.l'qns [jo [ Alt & ¥11tT. lg £11g.lee, ttllg, 111c. A Tested Fog Mr. Mike Boyle Boyle Construction 212 West 10~' Street Indianapolis, 1N 46202 Project: Red Star Tavern 14299 Clay Bird Tenant F33 Cam]el. IN (Clay Terrace) Project No: TW5020~WELD I~ate: Satttrday, March 5~ 2005 REVISED: 04101105 In response to your request, our structural steel inspector performed a visual inspection of the fillet welds. This inspection was limited to the weldments conducted during the field instal lation, At his time. we also reviewed abe design plans to verify proper placement of fl~e web and chord reinforcement, This inspection was performed in accordance wilh project specifications and A.W.S. structural welding e~le. This inspection was performed ar the locations listed below: Approved: All 3/16" fillet welds on 3/4" rod and 1-1/2" angle re/nforcement for field modifications in accordance with Sheet 1 -I0 of LW.H Contract No. 75769, l~tallation was in accordance with design plans, . Rejected: None Structural Steel Inspector: m Ochs t:~unc~nq ~nspecto[ CITY O~ CARIqEL -armeJ, JN 460: ^ ,: '~IAIL & U,S BE: STEEL BAR JOIST REINFORCEMENT. RED STAR TAVERN, CLAY Dear Mr. Ochs Burs ,c, nt ~o you~ rc-ques( ~n yuur conesponaen(:e to Mr. ¢4Jke Boyle Boy e Const Jet on, and. as ne arcr¢ [ ~c o~ P preen and the design pro[essiona~ ~arir~g responsibility for ihe design on the bar joist rdnfo~c[nq, I ha,x~ verified that )tst rdnforcements as recommended by the bm' joist manu~cturer John W. Hancock Jr Comna~ . save 5a~istac~o 'at act ec ina aso rne c(s~¢esoondence, from the r]s(anlnq contracIor ~_,~stom WekJ bc, n,~¢c ~ e~in J Barker. Archlteo Barke,{ Neston ,Inc 3721 Sulher~-qd Ave Indpls, IN 4621B Telephone 317-925-4381 FAX 3t7-925-435~ ~ 25, 20O5 Mr, Mike Boyle Boyle Cons~ry_ ~ 212 West IOm Street Inclianapoiis. IN 46202 Dear Mr. Boyle: I am confidenl This I weldment ~ound. '[avgm the par~c~ar fi~ish welds. the Trte Welders used on this project were ceflJfiecl, and I am forwarding oe~fioates to you,, ,,,~:~, }nc:. ENCOMPASS NOTE~ 03/16/05 O0 t PI NOTE TEXT on office call. ba~ joist ~elding and installation not to plans, need struct. eng. site visit and correction cepy ef photos sent to joist mfg and their eng. comments in file. NO c/o has been issued on _his bldg. TOTAL LINES OF NOTES: PAGE OPERATOR jochs Ochs, James A 2005 8:17 AM To: 'rnestor@barkernestor. com' Subject: FW: [Fwd: Re: [Fwd: J.H.W. contract no. 075769]] Ryan, Sorry t took an extra day to forward this e-mail to you I was unab e to ocate the images on the computer and therefore forwarding th s e-mai to you d d ndicate to the general contracior that the weld report wou d be acceptable, however we will defer to the design professional who actuall~ does the site inspection. Jim Ochs ..... Or gina Message ..... F~om: Carl Pugh [mailto:cpugh@hancockjoist com] Se,hr: Thursday, March 03, 2005 3:06 PM To: Ochs, Jam~s A Subject: [Fwd: Re: [Fwd .1 H.W. contract no. 075769]] ........ .Original Message ........ Subject:Re: [Fwd: J.H.W. contract no. 075769] Date:Thu, 03 Mar 2005 15:01:38 -0500 From:Carl Pugh m> To :mailto: JOch s~i,~_a__rLnel.in.us References:542276B41.104070_ 8~hancock.~t com_~ Dear Sirs, Joist repairs are not in accordance with AWS / reinforcement details provided. I would suggest they be reworked. Leto Battle, P.E. LemBattlewrote: ........ Original Message ........ Subject:J.H.W. contract no. 075769 Date:Thu, 3 Mar 2005 09:12:36 -0500 From:Ochs,' James A <JOch_s_~,~.carmel.in.us.~ To: <lba~e(~cock'oist .c_Q~ CC:_<._m_zjm~~_ock3[oist.com> Thought you may want to have a look at how your modified trusses were finally installed. I'm assuming that when you spec. 3/4" x 12' 6" you mean full length. <<MVC-001F.JpG>> <<MVC-006F.JPG>> <<MVC-007F.JPG>> <<MVC-004F.JPG>> <<MVC-002F.JPG>> <<MVC-003F.JPG>> <<MVC-002F.JPG>> 03/23/2005 Page 2 of 3 yoiCe President of Engineering hn W. Hancock. Jr., Inc. 2535 Diuguids Lane Salem, VX 24153 PH (540) 389-0211 Fax: (540) 387-2319 email: ~com 03/23/2005 Page 3 of~ Vice President of Engineering John W. Hancock, Jr., Inc. 2535 Diuguids Lane Salem, VA 24153 ~H: (540) 389-0211 ax: (546) 387-2319 email: c~v_~g_h~_~h_an c 9 c~o i s_t. c o m 03/23/2005 I~oo~ BOYLI~ CONSTt~UCTION IS{ANA1GEI~I~NT INC. FACSIMILE TRANSMITTAL SHEET 211 'W, 10TH STRE,t~T SUITE B~.0 · I~DIANAPOLI$, IN 46202 PHON]5: ~7-269-054~ I~AX. 317-269-0544 03/I6/2005 06:25 FAX ~001 BOYLE CONSTRUCTION MANA'Gt~MENT INC. FAC$IM[LI¢ TRANSMITTAL SHEBT [-/URGENT [] FOR 212 W. 10TH STREET, SUITE BiI0 · INDIANAPOLIS, III 46202 PHONE; 317-269-0543 · FAX: ~17-269-0544 TRANSACTION REPORT P, OI ~ ~AR-16-2005 NED 08:31 AM ~ FOR: ~ ~EOEIVER TX TIME PAGES TYPE NOTE M~ D ~ 08,31 AM 92690544 26" I SEND OK 510 CITY OF CARMEL DEPARTMENT OF COMMUNITY SERVICES TRANSMITTAL Date: March 16, 2005 To: MikeBoyle Fax Number: 269-0544 From: Jim Ochs, Building Inspector Dept. of Community Services Phone. 317- 571-2476 Fax 317- 571-2499 ....................... ,,.,a I~! ~or your infol'Illation Date: March 16, 2005 To: Mike Boyle Fax Number: 269-0544 CITY OF CARMEL DEPARTMENT OF COMMUNITY SERVICES TRANSMITTAL From: Jim Ochs, Building Inspector Dept. of Community Services One Civic Square C~el, IN 46032 email: jochs~ci.carmel.in.us Phone. 317- 571-2476 Fax 317-571~2499 rn The material you requested rn For your information XX For review and correction rn For approval Subject: Red Star Tavern, Reinforcement Rods on Roof Joist Number of pages: 1 NOTES: Mike, The letter from Alt & Witzig is good for the welds however, JeffKendall and I need a letter from a Design prOfessional to sh~w tfiat the installation of the rods is as directed by the design ~heet you submitted. You, Jeffand I discussed this matter during a conference cali on Marct~ 4 2005. A design Professional must Visit the site and field r~iew the installation With the design from John W. H~ncock Jr. comPany. If the installation complies we need him to verify this If the design does not comply the ~)esign Professional needs to redesign a correction, sta~np the design and make the necessary corrections. Jim Cc: JeffKendalL Building Commissioner Ochs, James A [cpugh@hancockjoist.com] March 03, 2005 3:06 PM To: Ochs, James A Subject: [Fwd: Re: [Fwd: J.H.W. contract no. 075769]] Page 1 of 3 ........ Original Message ........ Subjeet~Re: [Fwd: J.H,W. contra,? no 075769] lJate:Thu, 03 Mar 2005 15 01:38 -0500 From:Carl PUgh <cp_u£h(~hancockj0ist corn> T0:mailt o :J~)ch~c}~el_i~s - References:<42276B41.1040708(~hm~kj oist.com> Dear Sirs, Joist repairs are not in accordance with AWS / reinforcement details provided. I would suggest they be reworked. Lem Battle P.E. Lem Battle wrote: ........ Original Message ........ Subjeet:J.H.W. contract no. 075769 Date!Thu 3 Mar 2005 09:12:36 -0500 From:Och~,- James A <JOchS(~-,Ci.carmel in us> CC:<mzimmerman ~hancock'oist com> Thought you may want to have a look at how your modified trusses were fna y installed. I'm assuming that when you spec, 3/4" x 12' 6,, you mean full length, <<MVC-001F,JPG>> <<MVC-006F.JPG>> <<MVC~007F.JPG>> <<MVC*004F JPG>> <<MVC-002F JPG>> <<MVC~003F.JPG>> <<MVC-002F.JPG>> ' 03/16/2005 l~age 2 of 3 Carl W. Pugh, ,Ir., P.E. Vice President of Eng ineerin ,g · ohn W. Hancock. Jr.. Inc. 2535 Diuguids Lane Salem. VA 24153 ?H: (540) 389-0211 Fax: (540) 387-2319 email: cpUgh ~hancoc_kjoist.com Carl W. Pugh, Jr., P.E. Vice President of Engineering John W. Hancock. Jr., lnc. 2535 Diuguids Lane Salem. VA 24153 PH: (540~ 389-0211 Fax: (540) 387-2319 03/16/2005 ~]002 Boyle 212 Wc~t I0 I~dianapolis, II~I 46202 ~ S~ar Ts,nra 142~ Clay Blvd T~ F33 Carmel. IN (Cl~y Ta~ac~) Pmjec~ No: TWf020-WELD I)~x: aat~d~y, M~h $, 200~ Ochs, James A From: Sent: To: Cc: Subject: Och$ James A Thursday, March 03, 2005 9:13 AM 'lbattle@hancockjoist.com' 'mzimmerman@hancockjoist.com' J.H.W. contract no. 075769 T,.hought you may want to have a look at how your mod f ed trusses were fina y insta ed I m assum ng that when you spec. 3/4 x 12 6 you mean furl length. MVC-001F.JPG MVC-006F.JPG MVC-007E.JPG MVC~004F.JPG MVC-002F.JPG MVC-003F.JPG ~VC-002F.JPG