The URL can be used to link to this page

Home My WebLink AboutCHANGE ORDER # 13 MCKNIGHT CONSTRUCTION WEBSTER DETENTION 1 Contract Change Order ... CHANGE ORDER NUMBER: ~ I ~ DATE: 12/15/2009 --r '''I., \-'\ PROJECT NAME: ARC - Task 07 - Webster Detention Center PROJECT NO: 0400101 - Task 07 CONTRACTOR: McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Au usta, GA 30907 Project Description: Expansion and renovations to the Detention Center, including new housing pods, new medical pod and new video visitation facility. REFERENCE: COP# Description of Change to the Scope of Work: Resolution of multiple design/construction coordination issues incorporating CCRs 49, 52, 54, 61, and 69 Project Duration: Number of Days added to the Substantial Completion Date as a result of this Change to the Scope of Work: Add 0.0000 Days Total amount of this change order Current Contract amount i' .t, 11.'. 104 "11."Il.f','l"fl.." $ $27,011,000.00 $ $6,165,598.95 $ $33,206,568.65 $ $18,327.94 . $ $33,221,899.29 _-r '-..\1,1-,,\ The original Contract amount Net change by previous change orders The previous Contract amount 4 "I.,. #J" " ..uo. ... <:) of ".~t/l.IOC.L"~ <t -'1, '4'1.."" . 0(. ~ . "11> All terms and conditions of the Contract Agreement between the Owner and the Contractor apply to this Change Order. Signatures: Agreed to by ~ DATE: \'2-/ \IID~ for Acceptance by the Project Manager: ---- /- Recommended for Acceptance by the Project Manager: ... - DATE: DATE: :::~~~~Owner: Recommended for Acceptance by the Owner: DATE: Cost Event Page 1 of 1 HEERY Cost Event Project [0400101 - Task 07] - ARC - Task 07 - Webster Detention Center View Date 12/15/2009 Heery International Inc. (Augusta, GA) 501 Greene Street Suite 307 Augusta, GA 30901 Phone: (706) 842-5543 Fax: (706) 821-2484 Cost Event No. 018 Date Type Description 12/15/2009 Budget Status Approved Design Deficiency/Omission Cost Status Approved Resolution of multiple design/construction coordination issues incorporating CCRs 49, 52, 54, 61, and 69 Responsible Initiated By Pat Patrick McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Augusta, GA 30907 Phone: (706) 863-7784 Fax: (706) 863-2031 Funded By Initial Estimate Expected Final $19,140.76 Long Description Multiple CCRs for resolution of design/construction coordination issues: 49 - Application of custom door stain to wood doors 52 - Re.routing of HVAC duct to avoid precast ceiling interference in MMH 54 - Provide design details for Cooling Tower Make-up Water piping and connections 61 - Installation of handrail above Mechanical Room in MMH Unit 69 - Plenum-rated cable replacement for 3 intercoms & 2 gates plus deletion of speakers in multiple fixtures Scope of Work Resolution of multiple design/construction coordination issues incorporating CCRs 49, 52, 54, 61, and 69 Items No. Budget Contact Code 6011110 Pat Patrick (McKnight Construction Company) Description Estimated Proposed Submitted Approved Committed Budget Cost Status Status Make Up - $13,434.15 $13,434.15 $13,434.15 $13,434.15 Approved Approved water to the Coooling Towers Application of custom door stain to wood doors $623.81 $623.81 $623.81 $623.81 Approved Approved 2 6011110 Pat Patrick (McKnight Construction Company) 3 6011110 Pat Patrick (McKnight Construction Company) Add handrail above Mech Rm in MMH Unit $555.00 $555.00 $555.00 $555.00 Approved Approved 4 6011110 Pat Patrick (McKnight Construction Company) Revisions to H Pod Ductwork 5 6011110 Bernard Dunstan (McKnight Revised Cost Construction Company) Proposal PR 58 ASI 41 $1,719.42 $1,719.42 $1,719.42 $1,719.42 Approved Approved $1,995.26 $1,995.26 $1,995.26 $1,995.26 Approved Approved Estimated Proposed Submitted Approved Committed Items $18,327.64 $18,327.64 $18,327.64 $18,327.64 Markups Total $18,327.64 $18,327.64 $18,327.64 $18,327.64 http://heery.constructware.comlCornmonlView/Document_ Display.asp?DocumentType=... 12/15/2009 Contractor Change Request Page 1 of 1 .. IW:K Contractor Change Request Project [0400101 - Task 07] - View Date 12/15/2009 ARC - Task 07 - Webster Detention Center McK.NIGHT CONSTRUCTION COMPANY, INC. McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Augusta, GA 30907 Phone: (706) 863-7784 Fax: (706) 863-2031 Contractor Change Request No. 00049 To Submitted By Description Bob Munger (Heery International Inc. (Augusta, GA)) McKnight Construction Company Date Webster PR 52 Wood Door Stain Status State Referenced CCO No. 10/15/2009 Approved Approved Estimated Effects of Request ITime Amount 10 days $623.81 Work Description Recommendation Response By Response Jack Turner Linked Documents Document Type Doc Document Open Description Date 0400101 - Task 07-01216 I!l Ii) Webster PR 52 Wood Door Stain 10/15/2009 http://heery.constructware.comlCornmon/ViewlDocument_ Disp1ay.asp?DocumentType=... 12/1512009 William D. McKnight - President Mason McKnight, III - Vice President Huey E. Carter - Sec. - Treasurer ~~ vI ~t0htf ~)'J {J ~ FOUNDERS: Mason McKnight, Sr. 1900-1973 Mason McKnight, Jr. 1930-1994 McKnight Construction Co., Inc. GENERAL CONTRACTORS P. O. Box 204718 Augusta, Georgia 30917 October 14, 2009 Office Phone: [706] 863-7784 Fax: [706] 863-2031 Heery International/CIPM 501 Greene St., Suite 307 Augusta, GA. 30901 Attn: Bob Munger RE: Webster Detention Center Cost Proposal PR - 52 Wood Door Stain Mr. Munger, The following is a cost proposal to furnish and apply the custom door stain to the wood doors, per the Owner's direction to the Architect. Triad Specialties, Inc. McKnight 6% OIP $ 588.50 35.31 $ 623.81 Please issue a change order for this proposal. Sincerely, M1)UAJ:N CO. Pat Patrick Project Manager PP:pgn Attachments cc: Jobsite .OCJ, 7,2009 4:44PM TRIAD SPECIALTIES NO, 3927 P, 1 P.O. Box 14009 . 1807 Wylds Road' Augusta, GA 30919 Telephone (706) 736-1430. FAX (706) 736.3402 QUOTATION DATE: October 7, 2009 TO: McKnight Construction Attn: Pat Patrick FROM: Triad Specialties, Inc. John Demons ill JOB: W~bster Detention Center 1 ~ Cost to Match Medium Walnut Sample furnished by Arcbitect for Wood Doors Add $ 550.00 + Tax Quotation is valid for 30 days. All prices quoted F.O.B. shipping point, freight allowed to job site. Terms: 1%lOlNet 30 No Taxes Included: Unless otherwise stBted We do not accept responsibility for delayed shipments or deliveries occasioned by strikes, tires, accidents, delays of common carriers or other causes beyond OUl,' control including delays in receiving materials or parts obtained from outside sources. I vi .I Ii) __ "-'" eA) f..! /1 ,>'/ V""'-' ~ 1;",/ J J t:.:O '2 (/" ..1- .;;0 ~,"' ~ I ".,~ SPECIALTY BUILDING PRODUCTS Contractor Change Request Page 1 of 1 M:K Contractor Change Request Project [0400101 - Task 07] - View Date 12/15/2009 ARC - Task 07 - Webster Detention Center McKNIGHT CONSTRUCTlON COMPAI\Nt INC McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Augusta, GA 30907 Phone: (706) 863-7784 Fax: (706) 863-2031 Contractor Change Request No. 00052 To Bob Munger (Heery International Inc. (Augusta, GAl) Submitted By McKnight Construction Company Date Description PR 57 - Revisions to H Pod Ductwork per RFI 190 Status State Referenced CCO No. 10/22/2009 Approved Approved Estimated Effects of Request ITime Amount 10 days $1,719.42 Work Description Recommendation Response By Response Bob Munger Linked Documents Document Type Doc Document 0400101 - Task 07-01240 Description Webster PR 57 Date 10/22/2009 http://heery.constructware.com/CommonlViewlDocument_ Disp1ay.asp?DocumentType=... 12/15/2009 McKnight Construction Co., Inc. GENERAL CONTRACTORS ()tl 2. 3 2l)09 William D. McKnight - President Mason McKnight, III - Vice President Huey E. Carter - Sec. - Treasurer kn~/ FOUNDERS: Mason McKnight, Sr. 1900-1973 Mason McKnight, Jr. 1930-1994 P. O. Box 204718 Augusta, Georgia 30917 October 21, 2009 Office Phone: [706] 863-7784 Fax: [706] 863-2031 Heery International/CIPM 501 Greene St., Suite 307 Augusta, GA. 30901 Attn: Bob Munger RE: Webster Detention Center Cost Proposal PR - 57 RFI -190 (MSK - 21, MSK - 22) Duct Changes Mr. Munger, The following is a cost proposal to complete the changes to the HVAC system as shown in RFI-190, MSK - 21, MSK -22. The Menk Company McKnight 6% OIP $1602.87 96.17 $1699.04 20.38 $1719.42 1.2% Bond Total Please issue a change order for this proposal. Sincerely, MCKNIGHT CONSTRUCTION CO. 4)~~ Pat Patrick Project Manager PP:pgn Attachments cc: Jobsite . FAX: 706-724-9911 PHONE: 706-724-7371 fJhe vUetlk Company P.O. BOX 3147 AUGUSTA, GEORGIA 30914-3147 October 21,2009 McKnight Construction Company, Inc. 645 Frontage Road NW Augusta, GA. 30907 Attn.: Mr. Pat Patrick RE: Webster Detention Center Change Order Per RFI # 190 H Building MSK-21 and MSK-22 Dear Mr. Patrick, We respectfully transmit a Change Order in the amount of $ 1.602.87 For the above referenced project. *Clarifications: No electrical or any other type trade work. Upon Official Approval of Change Order. Release and install material. See attached Breakdown and Copies: Sheet Metal Engineers $ 1,380.00 $ 1,380.00 15% OH&P $ 207.00 $ 1,587.00 Bond 1 % $ 15.87 $ 1,602.87 If you should have any questions or comments, feel free to contact me. Thank You, J?PI~r P .H.F~Smith V The Menk Company sheet Meta{ 'Engineers) I nc 3113 fJinIler ~ruf * P 0 'lJo?(204627 * !Martittu, @l30917-4627 * pfwne 706-863-6575 * JQ;c 706-863-8210 October 20, 2009 The Menk Company Attn: Vee Smith RE: RFI 190 - Webster Detention oil SME Job #6026 Vee, We received RFI190 referring to MSK-21 & MSK-22 and have the following. Material 50' 6" round pipe 2 - 6" round fIre dampers 7 - 6" round' 900 elbows Cut 2 8 x 8 holes for flre dampers $ 155.00 , 175.00 48.00 328.00 Field Labor 2 men-l day Labor Burden Total $ 562.00 112.00 $1,380.00 Sincerely, . Walt Christy , Octo 15 200S 11: 1:3AM HP LA5ERJET FAX 706 550-07204- Request For Information 146VIC ) J".t'NI'( p.8 Page 1 of2 I Request For Informetlon I proJ.ct [0400101 - TIlsk 07] - ARC. View Date 10/15/2009 Tlsk 07 - webster Detention Center McKnight Construction company 6<45 Frontage Road NW P.O. Box 204118, 30901 Augusta, GA 30907 Phone: (706) 853-7784 FIle: ('106) 663-2031 RFI No. 00190 Prom Gregory Washington KSGW Architects 2500 Northwlnds parkway Suite 250 Alpharetta, GA 30004 USA phone: (770) 619-5913 Fllx: (770) 619-5919 !lob Munger (Heery International Inc. (Augusta, GA)) Norman Davis (Heery International, Inc. (Cukes Edwards a Dukes - Subconsultant)) Pat PatrIck (Mcl(nlght Construction Company) Vee Smith (Menk Company) Bernard Dunstan McKnight Construction Company, Dete Statu. 10/12/2009 Open- CRITICAL Primary Re.pDnder cc R..olv.d Date R...on for Reque.t Action R.equuted Prob.ble COat Effect Prob.ble Time Effect PrioritY aMpon.. D,u. Other Clarification Unknown Unknown High 10/13/2009 CSI Code HVAC Ductwork at 1-1054, HOSS. HOS6, HOSSI a. HogS A-901H, S-201H. &. M- Demll NO. 101H 2.3 31 13 - Metal Ducts Other Ref. No. subJect Drawing ND. Inform.tlon Requ..ted Information ReQuested: SUBJECY: HVAC ductwork In room's HOS9, 95, 54, 55, 56 DLlct In these ereas seem to be Into the ceIlings, they are at 10', Need to know 8S soon as possible rof bloc::k outs. Precast Is 10'bottom 10' B" top Date Required: ASAP Signed: Walt Christy ihls Information Is crttlcel to the timely completion of the project Recommendation R.pol\H Inform.tlon Res onder Date Rea on.. Gregory Washlngt.on 10/14/2009 Pat, please see the I!Ittached response from JLA regarding RFI - NO,190 and proceed !IS directed, tr you have questions contact I<SGW Architects In wrltln . http~/lheery .constructware.comlCommonNiewlDocument_Display .asp?D... 10/15/2009 . Oot 15 2009 11:13AH HP LASERJET FAX Request For Infonnation 706 550-0724 p.9 Page 2 of2 Rei h Salzmann DIKIIlfMr Not.. AuthorIzed Signature Gregory Washington (I<SGW ArchItects) Printed Name 10/14/200; Date Linked Document. Document Open De.erlptlon Date Unit H - Medical Mental Health First Floor HVAC... 10/12/2009 Unit H - MediCal Mental Health second Floor 10/12,/2009 HVA... DI.trlbution RIlClIDlent CDmD.ny Method Date Bernard . McKnight Canstn.u:tiOn Company Message 10/14/2009 Dunstan Bob Munger Heery InternatlonaI Inc. Message 10/14/2.009 . ICAuausta, GA) Bcb Munger Heery InternatlonBI Inc. Emall: nn\.lngerCaugustagl.gov 10/12/2009 'Auausta. GAl Gregcry KSGW Architects Message 10/13/2009 Iwashlnaton Gregory KSGW Arch Itec;:ts EmBII~ gregory@ksgw,nel: 10/1212009 Washlnatan Norman DBVls Heery Internetlonal, Inc, {Dukes Message 10/14/2009 Edwards &. Dukes' Sl.lbcansultent~ Norman D~wls Heery Internetlonal, Inc, (Dukes Emall: ndevls@lIugustaga,goIJ 10/1:l12009 Edwerds 8L Dukes - SUbconsuftent) Pat Patrick McKnight ConstructIon ComDanv Messaae 10/14/2009 Pat Patrlck McKnight Construction Company Emall: 10/12/2009 icetrlck@mcknlchtconstructlonco.com Ralph Johnson Leschober & AsSoc:lates Emall: bbrlscoe@jla~engineers.com 10/12/2009 Salzmann R.alph Johnson I.8schober & Associates Messege 10/12/2009 Sellmann Vee Smith Menk Company Emall: vsmlth@themenkcomoanv.com 10/12/2009 http://heery.constructware.comlCommonNiewlDocumentJ)isplay .asp?D... 10/15/2009 - OO~ 15 2009 11:13AM HP LASERJET FA~ Drawing 706 550-0724 p.l0 Page 1 of 1 DrawinG Pl"Oject r0400101 - Tllsk 07] - ARC - Task 07 - Webster Detention Center I View Date 10/15/2009 Johnson Laschober I.. Assocl21tes 1296 Broad Sm,et Augusts, GA 30903 Phone: (706) 724-5756 Fax: (706) 724-3955 Drawing No. MSK-21 Drawing No. MSK-21 Dr.wlng Dahl 10/12/2009 Statua Tylte TItle Deacrlptlon I.. Lied IV x..u. Slit Date StInt Jllle NDtell Revlalon No. Latest Revlelon Other Ref No. o Ii M-l01H Sketch unit H -Medical Mental Health First Floor HVAC Fllan Johnson Luchober &. Associates Response to RFl No. 00190 10/13/2009 II II MSK-21.pdf Dleclpllne Percent Complete Dete Received Mechanical Rev.alon LIst Drawlnl No. Itevl.lol'\ No. Dl'llwfnl Date .... Com Open FII. Note. MSI<-21 ... 0 '" * Indicates this revision '" Indicates YLatest RevlBlon~ 10/12/2009 MSK-21.pdf http://heery.constructware.comlCommon/ViewlDocumentj)isplay .asp?Ig... 10/15/2009 , OO~ 15 2009 11:13AM HP LASERJET FAX 706 550-0724 p. 11 h I ~ ; ~ N ~~ Yr.*OilO 'YJ.liI'1llnv I I ;. I~ ~i 00- ii::: ~~I I ,unIO":I NOI1N3J.ilO 51 !l' I 00"- . -"""\ Ha.LSSaM I ~I ""e:! ~ ~! ~ 1:: d rt: zu ti :,. w: 11111' ~ i ~ i il i ~ ~ _in ~g Uh i ~i~ic:~ I a:: o ~ .-J :i~ ulI'l WO ::E:I: ~~ lJ.J~< ~~2 c..:lF <0- :z 15 ;l:U ~<~ ~25...... I ~i ,,, . t:.. Ilhl 8 ~.. il:!~t I' I IW;i~- ~ 1 ;1~li <d~ I!~I QU ~ I ti <(..J :x: - ~ I ~I ..., J '; ~"l .'<t (/)0 ; o ..... I CD V1 o o j' co en NOI1-o-nNI.lNoj" HOTdl' r-. HZOI-rl ~NIM\f~a d~ lfl TIS 'VH oz/oz :I: <(G:1~ cu~ <-1:3: CD Q ('oJ ........ o N 1 / / .. ........ . r'" . j "', . \'. " \ 1..... ..." , . ;' :, .i;'....... ) I . ,,-~~ f") "". .' 0....... 'or. '.. ... .."'. <:(....... 0 ~ ......... , ., ' a:I :r. ...., w,..:~ U) <C 10 a:: __ 0 ::;) III :I: " Z "" ''\ Oet 15 2009 11:13AM HP LASER JET FAX Drawing 706 550-0724 p.12 Page 1 of 1 I Drawing Project [0400101 - Tesk 07) - AR.C . Task 07 - webster DetentIon Center I View Date 10/15/2009 Johnson Laschober 8l. Associates 1296 Broed Street Augusta, GA 30903 phone: (706) 724-5756 Fax: (706) 724-35155 Orawlnfil NO. MSK-22. Drewlng No. MSK-22 Drewlng Dati! 10/12/2009 Stetua Type Title Doerlptlo" I..ued Iy I.aue Silt Date Sent FII. Not.. Revlllon No. LIltelt Revlalon Other Ref No. o III M-101H Sketch Unit H - Medical Mental Health Second Floor HVAC Plan Johnson Laschober III AssoclBtes Response to RF[ No. 00190 10/13/2009 1311 MSK-22.pdf Dllclpllne Mechanical Percent Complete D.tIl Received Revl.loR LIst Drewrng No, Revl.lon No. MSK-22 .. 0 .,.. *' IndIcates this reVisIon .,. Indicates "Latest Revision" DrawIng Det. .. Com Open File Not.. 10/12/2009 MSK-22..pdf http://heery.constructware,comlCommonNiewlDocumenCDisplay . asp ?lg... 10/15/2009 . OO~ 15 2009 11:13AM HP LASERJET FAX 706 550-0724 p. 13 I . ~/:;J'j'~~ ....... , '-.-I ,..-; ~: v.J~ ...10 I W~ I I~llllll' 2 ()~ 11,' , lY fI) ulli;! ~!-. ... :f~~ ~~~ l'r.~ . c"". ! .-- VItllO!C ".I..non... ~ N N ;;!~ I I = i~ ~i ~K !? I - (/)1 ~ ~.~ I i~ I is i I i i ~'" fa Uh~ .. ~Ii!~ Ii II 'hi! III ::dl ..., 1 AJ.I,,:>V:I NOIJ.NilJ.30 ~aJ.SgaM j- j- I=!~ <((/) (I) zO:: wg 0_ > z:z:cc 0<1[') u-,o ::c wO I-t-::i: =>",0 ~zo _0:: c.. :i:is:::i C'-J (,) IZW :::><:iE :r:c::z <(Q- .e" 5 <( z" o~..... ,&<(0:: . 0::0 ctlow... Vi f~ 'i'lL.~ 0D. s:og u.: ....... ~........ . u: n::~o::cr<c ~g~to. :::>w:::>....N gcng+~lw . IA.O <CN<lW'l- O....O::!~ c:lOU)O~ xQ.';l~u NONO::;' '<I'F-'<I'COO ~OOl.:l 31\08\1 "z l Cl NMoa l:>na \':J 9 ~xi>l :r:z l ~~ wl< ~~~ t .e,,~ <Zo .... [J)~u I~ '8 <C 0: W . 0:0 tOOL.;. 10"61:: NOtLVnNtlNO:) ~O.:l HLO~-~ DNIMV~O 335 'O..:!/M f\JO l:)no 'lf3 '&' VS QI,,9 ;;J ~l "<l- N ........ N N OJ "- co IQ '- ~ .... "<l- N ....... "<i' N '\:' Z:/Zl .. -t- 06b'-: \&,,9 tZ/'V~ Contractor Change Request Page 1 of 1 Contractor Change Request Project [0400101 - Task 07] - View Date 12/15/2009 ARC - Task 07 - Webster Detention Center McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Augusta, GA 30907 Phone: (706) 863-7784 Fax: (706) 863-2031 Contractor Change Request No. 00054 To Submitted By Description o McKnight Construction Company PR 45 - CT-1 & CT-2 Make-Up Water Date Status State Referenced CCO No. 10/22/2009 Approved Approved Estimated Effects of Request ITime Amount 10 days $13,434.15 Work Description Recommendation Response By Response Bob Munger Linked Documents Document Type Doc Document 0400101 - Task 07-01242 Description Webster PR 45 Date 10/22/2009 htto:/ /heerv.constructware.com/CommonlView/Document Disn1av.asn?DocumentTvne=... 12/15/2009 !.ll' a'f" T. Cf q u~~. ~ i... McKnight Construction Co., Inc. GENERAL CONTRACTORS William D. McKnight - President Mason McKnight, III - Vice President Huey E. Carter - Sec. - Treasurer kf~vJ. FOUNDERS: Mason McKnight, Sr. 1900-1973 Mason McKnight, Jr. 1930-1994 P. O. Box 204718 Augusta, Georgia 30917 October 21, 2009 Office Phone: [706] 863-7784 Fax: [706] 863-2031 Heery International/CIPM 501 Greene St., Suite 307 Augusta, GA. 30901 Attn: Bob Munger RE: Webster Detention Center Cost Proposal PR - 45 (RFI - 166) Make - Up Water for Cooling Tower Mr. Munger, The following is a cost proposal to furnish and install the work regarding the make-up water to the cooling towers as noted in the response to RFI-166. The Menk Company McKnight 6% OIP $12,523.46 751.40 $13,274.86 159.29 $13,434.15 1.2% Bond Total Please issue a change order for this proposal. Sincerely, MCKNIGHT CONSTRUCTION CO. {).~w~ Pat Patrick Project Manager PP:pgn Attachments cc: Jobsite PHONE: 706-724-7371 FAX: 70fi-724-AQ11 fJhe vUenk Company P.O. BOX 3147 AUGUSTA, GEORGIA 30914-3147 October 19, 2009 McKnight Construction Company, Inc. 645 Frontage Road NW Augusta, GA. 30907 Attn.: Mr. Pat Patrick RE: Webster Detention Center Change Order Per RFI 166 Make Up Water for Cooling Towers CT-l and CT-2 Dear Mr. Patrick, We respectfully transmit a Change Order in the amount of $ 12.523.46 For the above referenced project. *Clarifications: No Electrical or any other type trade work. See attached Breakdown and Copies. Labor: *New Wage Rate wlBenefits effective October 5,2009 Journeyman Wage Rate $ 24.52 + (30%) TSS $ 7.35 + Benefits $ 11.63 = $ 43.50 76.55 man hrs. X $ 43.50 = $ 3,329.92 PSK- 23 for CT -2 and Hand Sketches for FC CT -1 Material wl7% tax: $ 7,452.23 15% OH&P $ 3,329.92 $ 7 ,452.23 $ 10,782.15 $ 1,617.32 $ 12,399.47 $ 123.99 $ 12,523.46 Labor: Material: Bond 1 % If you should have any questions or comments, feel free to contact me. Thank You, J?1t~:z. P.H.F. SmIth V The Menk Company . 1'.C;\-lUI;:)1. rUl llllUll11i:1I.1Ull I. (tel; J. VJ..J NCK Request For Information Project [0400101 - Task 07] - ARC - View Date Task 07 - Webster Detention Center I 9/22/2009 McKNIGHT CONSTRUCTION' COMPANY/INC. Primary Responder CC From Subject Drawing No. CSI Code McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Augusta, GA 30907 Phone: (706) 863-7784 Fax: (706) 863-2031 RFI No. 00166 Gregory Washington KSGW Architects 2500 Northwinds Parkway Suite 250 Alpharetta, GA 30004 USA Phone: (770) 619-5913 Fax: (770) 619-5919 Bob Munger (Heery International Inc. (Augusta, GA)) Norman Davis (Heery International, Inc. (Dukes Edwards & Dukes - Subconsultant)) Pat Patrick (McKnight Construction Company) Vee Smith (Menk Company) Bernard Dunstan McKnight Construction Company 9/4/2009 Open-CRITICAL Date Status Resolved Date Reason for Request Action Requested Probable Cost Effect Probable Time Effect Priority High Response Due 9/10/2009 Insufficient Information Clarification Unknown Unknown Cooling Towers Make Up Water Detail No. 23 65 00 - Cooling Other Ref. No. Towers Information Requested Request information and direction regarding following listed Item. Cooling Towers Make Up Water piping and connections. Unable to locate in Drawings piping, routing and connection for the make up water for the two Cooling Towers. Look forward to a response. Thank You, P.H.F.SMITH V "Vee" A.D.M.L d/b/a The Menk Company Office - 706-724-7371 vsmith@themenkcompany.com Recommendation http://heery.constructware.com/Common/View/Document_Display .asp?Doc... 9/22/2009 l'\.t::l{Ut:Sl rur l111UIUH:l.llUIl rage L. Ul .) Response Information Responder Date Response Gregory Washington 9/14/2009 Pat, please see the attached response from JLA regarding RFI No.166 and proceed as directed. If you have questions contact KSGW Architects In writing. Ralph Salzmann 9/9/2009 FC MECHANICAL ROOM: Refer to Drawing P-101FC, Specification Section 236500 3.3 F and Specification Section 221119 3.1 B: At 1" tap shown for chilled water system makeup, provide 1" reduced-pressure zone backflow preventer. Downstream of BFP, provide separate 1" lines and 1" ball valves for chilled water makeup (at top of air separator) and condenser water makeup (at water level float valve). Install condenser water makeup line underground and rise aboveground at float valve with heat tracing aboveground. o MECHANICAL ROOM: . Refer to Sketch PSK-23: Same as above for condenser water makeup, except tie into cold water line at existing cooling tower. Chilled water makeup not - applicable. Disclaimer Notes Authorized Signature Gregory Washington (KSGW Architects) Printed Name 9/14/2009 Date Linked Documents http://heery.constructware.com/Common/View/DocumentJ)isplay .asp?Doc... 9/22/2009 L&J(!}o:; O:::Zw i2::i~ :;)8~ LL.() I t f I ..J 9) IfU ~ I f. 00(;-0 ::Hr-n I - J 19. I I ~ N ..- f I s. I I 17.:, I 0 , I~ 0 CO I I ~ N I f f ~ 0 ~I . I L..____ ~I \0 I I i s. ~ I c 0 I I ..- I .. ........ II -- "- I ~l~( '.;0' I '-:-.... '$. ':t )1-0 0 (6, :5 I CO V) N I I 0 I 10 ~..9 l~ f 1(..) . I ~ I ./ I i"'l - 1 , . II ! ,,' ..- ~ -~..~ ~~ I I~~ II I I' " I I i a i OJ- lL.<: t T-::> 5::z . f ci:1J- t ,,~z ~,o ~u ~ Own:: t WO OJ Ull,l_ ~ .--........---, ~ j co! I ---J-.----1-- fIg - r;;====;'1 I :rP.--nr., I I~..JII L.=====::J o l.i- ::!:..- . O()l LL.Ou.. ......-1w I~U} ~~, 0::: Z 3:; . ~. ,.!. o ..9 --::: '~~:.'.;.~,:.' :~ . ','I i -{::j i ~ t I -r..~_..'jl ~! i .C \..\1 I ..;2: d I ~I ~ j' "/! :::c; pi ~, I, e -r1 _,,/ , ~ i -~d '::,~.j ! ~: ':;:" - "'i; ><; t I \~~I ,::1' ~~ tJJl <311 ,u'd ~ I "'<.-j ~ 7~IJ ~',.:1 I . ';;' -...' I' __-:;1' '31 ~ \)1 t -H \j ~,. ~' :1 en ~.' I <u' ~ llJ ~I '-J) ~'~, ~I C:L, 0 r\ Q , r ' .-- ~ (J)O:: :I:::.t: 0.0 SEE M-101 FC FOR CONTINUA TlON .. I - - - - - ~ : (0 u, - Co :l II II II -18" ~: II II ,\1 I I I I I ~ .r r--~1 I I I r-i . I . I (01 . I o:J I co I I I I EUH-1FC 8" __J rU-4FC -----, ---'lI1' a::: 11'\: ::l I ~ -l rn. =f'IA:c IInr-- ~ u 11111 II W II~ II, I a::: ut II, I => TI', ", I F- D '....IH. => .lI.__~T lL. r-J =--",,"_-....J ~ :- i-J Co . <0 .- I (f) <( -0 I I I t I 3" I ___________-1 6" ') P AbEAL~etl_ ex;s,jJI~--.-_-------M-------.------.h . PA~E ~ ! ltL.li:trAK,fi tAFtD C T ~l .PAbE.8 CJb2MA~U.p to..A.s..J *- StALE 1'1'1:: I' P 1lliE-B.._________ UH1Wllll:; rl1l:;c 1 VI I Drawing No. Drawing Date Status Type Title Description Issued By Issue Set Date Sent File Notes Revision List Drawing No. PSK-23 * Drawing Project [0400101 - Task 07] - ARC - View Date 9/22/2009 Task 07 - Webster Detention Center Johnson Laschober & Associates 1296 Broad Street Augusta, GA 30903 Drawing No. PSK-23 Phone: (706) 724-5756 Fax: (706) 724-3955 PSK-23 9/8/2009 Revision No. Latest Revision Other Ref No. o r81 P-10lD Sketch Unit D - Renovated Kitchen Plumbing Plan Johnson Laschober & Associates Response to RFI No. 165 & 166 9/8/2009 ~ IIi PSK-23.pdf Discipline Percent Complete Date Received Plumbing Revision No. Open File Notes Drawing Date 0/0 Com Ov 9/8/2009 ~ miJ PSK-23.pdf * Indicates this revision v Indicates "Latest Revision" Distribution Recipient Patrick Nordmann Vee Smith Company Nordmann Contracting Inc. MenkCom any Method Date 9/16/2009 Emall: 'nordmann@nordmanncontracting.com Email: vsmith@themenkcompany.com 9/14/2009 http://beery.constructware.com/Common/View/Document J)isplay .asp?Ign... 9/22/2009 &::: .'.. lIr~kit p~~ -(' !L N (-0 ~: -' r/.l- ..J" W~ 2 ~; il Z"I ~ ~: !!lli :z: o ~ lIt') i ~ fI) it h i iii MIlIOV:! NOI1N3130 ij31Sa3M W)IK)3O VJ.SnDIW ! f o !~ ~ ~ II ~ ~~ ~ iil ~ ('t') ~N II t; I 0 Il I ~~ II ~I ~ I ! ~E Ilill!!l 501i! i~p! ~l ..., ; [ [ z <( -l 0... C) Z CD ::iE ::>,..: -l ... 0... ~ z W I :e U I- Y o W ., I- ~ .. 0'" Z 0 w a::: b I :n DO " w -' <( <) !II o I- Z ::> K F I. :# / G0 . t:oo/;~ lOuJ<<,s /J1aJ~ Uf; WaJer P/b. L.. T-J A...J r-r-::J ~ I " /~L,yJ." ~OCf RPZ AFP uJIA/f('2?f) . ~ J" MAil IlJlJe..s *' ,E:-.u . I ~ 90' LA.BUd.: - r-1.i rr- I f .- "'"'" "".I.A.. I IO~V""'..I ''OflAJ~. t 31.l . g7 R bS Q0f gO' (' -r LA. fY IL' /. PItJe.. / ao' I" 17..l ~ f> .Di /t{[) 'J.(' / ' "eoll (~\ b U v' '1' .1 nSZ 9/1) \- j fC>'.......... {II)( I " >Z.} " fEE 9~ , 11~? /4 //' '1t)I>L b3 t;( f1;2 "'oJ;. .,.,. Lj 1" Br;U,S N /'1)/)1/'5- lOll '-1' -I"~ 1//dedrlt. /L;~ /10 ..Ifl{ '< f"'jl ,j:;) :1. 1/1 M/~ Ak!c. ..301 ,f0 I / II U hJ. . ~~ . / ~ J it:<.5 g I II il A_ . J J> L~ ill (' ~v , ~D.~ I J. ~..,:.!- 1 , I ~ cJ.. i-f do. S It'f1Je,<- .5D II, ~'O /./2 .~ 'I t.I 0\, J f~/1 fttM~ 1/lM. lor; >J" ) (Vi) J' w'i...f ~ P.i-A# .M .J ,C; d' . i'44 ( .38 '""1 "'..~ C?\ d- 'd "'. 15 '7 ~- I I:'::; I U. ~.-' JL {~dlb-.r./JJf, J:/uv. IRLfutk'""~ilnUt\ I u- i L,ukJ~ wi 1.",,,,- ;;';::AA. -' fYll$C.-, ~ 7e<.Jw... \ ~ Ii:,. 00 ,.! U1'1"! \O.! V t..- f1./ ,-'F . '.^"- .-I.'"""j I ij' -,,,"""""- . .. SPECIALITIES. PLUMBING BACKFLOW PREVENTOR HAZARDOUS CONDITIONS ~ MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC. Reduced Pressure Backflow Preventor with two spring loaded check valves and a spring loaded diaphram actuated pressure relief valve. SCREW CONNECTIONS FLANGED CONNECTIONS Dia. in. 1 11/2 2 60 110 160 2.09 3.08 4.05 1 11/2 2 21/2 3 4 6 8 10 160 225 320 500 1000 1600 2300 Weight Man (Ibs) Hours 90 2.87 120 3.33 230 5.07 280 5.72 360 6.27 540 8.28 1230 12.17 2700 14.75 3800 17.40 Weight (lbs) Man Hours Dia. in. GPM BACKFLOW PREVENTORS NON HAZARD OR NON TOXIC CONDITIONS Double Check Valve Assembly with spring loaded lift Double Check Valve Assembly with lever che<<k valves with soft rubber discs and gate valves check valves and gate.valves SCREW CONNECTIONS FLANGED CONNECTIONS Dia. Weight Man Dia. Weight Man in. (lbs) Hours in. (Ibs) Hours 1/2 4 .90 2 125 3.09 3/4 6 1.13 3 330 5.66 0 10 ~ 4 600 8.04. 11/4 13 150 6 1280 11.87 11/2 18 1.67 8 2500 14.06 2 25 1.98 10 4000 17.37 AUTOMATIC PILOT OPERATED BACKFLOW PREVENTOR SCREW CONNECTIONS FLANGED CONNECTIONS Dia. GPM Weight Man Dia. GPM Weight Man in. (lbs) Hours in. (lbs) Hours 3/4 25 50 2.18 21/2 224 360 7.07 1 40 60 2.48 3 336 500 8.01 11/4 70 125 3.60 4 600 830 11.10 11/2 95 140 3.92 6 1350 1220 12.92 2 157 180 4.74 8 2300 2040 14.42 10 3600 3300 17.36 12 5200 5500 21.21 14 6250 7400 25.34 16 8250 9200 28.61 (tlMCAA1992 13-6 Revision ~0-(04!01f72) .. ~) .........' ~ MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC. ~ VALVES BALL VALVES 0.150 Dia. 2-Part 3-Part 2-Part 2-Part 2-Part 2-Pan 3- Part Ball in. Scret Socket Scrd. Socket Socket Scrd. Socket Flgd. s.s. Weld Bronze Weld Weld Cl. Weld S.s. Bronze Bronze Cl. Sil. Sold. 1/2 .74 1.06 .51 .41 .49 .59 .76 3/4 .82 1.24 .71 .55 .64 .76 .85 4J .93 1.53 eft, .66 .78 .84 1.01 1.01 11/4 1.01 1.84 1.01 74 .86 .94 1.15 11/2 1.07 2.13 1.13 .80 .93 1.00 135 1.17 2 130 2.68 136 .92 1.05 1.21 1.71 1.25 21/2 2.30 1.58 1.81 3 2.72 1.86 2.14 1.58 4 3.17 6 338 BUTTERFLY VALVES * DIAPHRAGM VALVES Dia. St'd. 150# 150# 300# · 300# · 300# · 0.150 in. L.H. I..H. LtJg Wafer Lug Grooved Dia. Diaphr. Diaphr. Flgd. Weld 'IYPe End 1ype End in. Scrd. Figel. Wafer End I..H. 2 .95 .95 1.04 1.84 .93 1/2 .52 1.09 21/2 .95 3.81 .95 .93 3/4 .77 1.59 3 .95 3.98 .95 1.14 1.91 1.10 1 .85 1.62 4 1.87 4.92 1.89 2.00 3.70 1.47 11/4 .95 1.65 5 2.17 5.76 2.18 2.20 11/2 1.01 1.70 6 2.17 6.28 230 2.42 4.41 2.68 2 1.25 1.91 8 2.30 8.09 2.53 2.71 4.93 3.49 21/2 1.84 2.16 10 3.66 10.19 3.85 4.65 7.91 4.73 3 2.20 230 12 3.95 12.32 4.28 5.51 8.92 5.02 4 435 14 5.74 6.12 7.81 11.79 6 5.66 16 7.34 8.00 10.17 14.85 8 7.82 18 8.69 8.85 11.53 16.97 10 1130 20 10.44 9.18 14.18 20.78 12 13.20 24 12.75 11.90 1637 2335 14 15.76 NOm: 1. Only Lever Handle(LH.) included above 2. Add .27 man hours for gear operator for wafer type valves in sizes 2" to 6". 3. Add .50 man hours for sizes above 6 inches. CMCAA 1997 8-5 Revision -07-(03/15/97) . MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC. . PIPE COPPER PIPE AND HARD TUBING 20 FT.LENGTH Screwed Grooved* 9SIS Solder Dia. St'd.WL x-'Hvy 1YPe M 1YPe L 1YPe K 'IYPeM 1YPe L 'I)pc K . ACR In. 1/2 .09 .09 .06 .06 .06 .D6 3/4 .09 .09 .06 .06 .en .06 10 .09 .11 .06 ~ .08 .os 11/4 .12 .12 .os .08 .08 .os 11/2 .12 .14 .os .08 .08 .os 2 .15 .17 .09 .09 .09 .09 21/2 .20 .24 .09 .10 .11 .11 .12 .12 .12 3 .24 .29 .11 .12 .13 .12 .14 .15 .1S 31/2 .30 .33 .15 .15 .17 .17 4 .33 .36 .14 .15 .17 .17 .18 .20 .20 S .42 .48 .19 .20 .23 .21 .23 :u 6 .48 .57 .23 .2S .30 .26 .27 .32 8 .62 .74 .36 .39 .44 10 .78 .83 12 .89 -Note: Refer to page 4-0.2 nOl~ 2,3 aDdS Silver Solder Silver Solder Silfos Insen In. 1YPe M . Type L TypeK ACR Type M 1YPeL 1YJleK ACR 1YPe L 'Jype K 1!l .D6 .06 .08 .06 .06 .08 .06 .06 .06 314 .06 .06 .08 .08 .06 .06 .08 .os .06 .08 1 .08 .08 .08 .08 .08 .08 .08 .08 .os .08 1114 .08 .08 .08 .08 .08 .os .08 .08 .08 .08 11/2 .08 .08 .09 .09 .08 .os .09 .09 .08 .09 2 .09 .09 .11 .11 .09 .09 .09 .09 .09 .11 21/2 .12 .11 .12 .12 .11 .12 .12 .12 .12 .14 3 .14 .12 .15 .15 .12 .14 .15 .15 .14 .17 3112 .15 .15 .18 .18 .1S .15 .17 .17 .17 .20 4 .18 .18 .21 .21 .17 .18 .20 .20 .18 .24 5 .23 .24 .27 .21 .23 .26 6 :17 .29 .33 :u .29 .33 8 .39 .41 .45 .36 .41 .45 COMCAA 1990 4-6 Revision -04- (01115190) .~ ~ ) MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC. . PIPE SOFT COPPER TUBING Flare 95/5 Solder Dia. Type L Type L TypeK Type K Type L Type L TypeK TypeK In. 100Ft. 60Ft. 60Ft. 20Ft. 100Ft. 60Ft. 60Ft. 20Ft. 112 .06 .08 .08 .08 .06 .08 .08 .08 3/4 .08 .08 .08 .08 .08 .08 .08 .08 ~ .08 .08 .08 .09 .08 .08 @ .09 11/4 .08 .08 .08 .09 .08 .08 .08 .09 1112 .09 .09 .09 .09 2 .09 .12 .12 .12 2112 .12 .14 .14 .15 3 .14 .15 .15 .20 3112 .14 .18 .18 21 4 .15 .20 20 .26 RED BRASS - PIPE & TUBING TIN LINED BRASS/COPPER T&C Silver Solder Dia. St'd Wt. X-Hvy St'd Wt. X-Hvy in. 20Ft. 20 Ft. 20Ft. 20 Ft. 112 .08 .08 .08 .08 3/4 .09 .09 .08 .09 1 .09 .11 .09 .11 11/4 .11 .12 .11 .12 11/2 .12 .14 .11 .12 2 .15 .17 .14 .15 21/2 .20 .24 .17 .21 3 .24 .29 .23 .27 31/2 .30 .33 .27 .30 4 .33 .36 .30 32 5 .42 .47 .39 .45 6 .48 .56 .45 53 8 .62 .74 .57 .69 10 .83 Dia. in. T&C St'd Wt. 12Ft. 112 3/4 1 11/4 11(2 2 .08 .09 .11 .12 .14 .17 95/5 Solder St'd Wt. 12Ft. .08 .09 .11 .12 .14 .17 ICMCAA 1992 4-7 Revision - 2-(01/15190) .0 MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC to '--) FITTINGS WROT COPPER SWEAT FITTINGS-95/5 SOLDER JOINT Dia. 90"Ell 9O"ElI - 45"E11 - 900E11 ~ 900 4S. 90" Tee - Red. Street Union Union In. Long Short Shon Red. Long Street Street Street Tee Tee ere Dia- Radius Radius Radius l-R Tangent Ell Ell Elllng l-R lectrie Red. Turn 1-R 1/2 .41 .41 .41 .36 36 .23 .23 .23 .59 .54 .59 .41 .59 3/4 54 .54 .54 .45 .45 .29 .29 .29 .77 .69 .77 .54 .78 t1) .63 ~ .63 .56 .56 33 33 33 @ .86 .65 @ 1114 .71 .71 .71 .63 .65 39 36 39 1.02 .96 .71 1.08 11/2 .75 .74 .74 .69 .69 .41 .41 .41 1.08 1.02 .75 1.17 2 .86 .86 .86 .75 .75 .47 .47 .47 1.26 1.17 .87 1.40 21/2 138 137 137 l.2S .72 .72 32 2.03 1.89 3 1.65 1.64 1.62 1.50 .86 .84 .87 2.43 2.30 31/2 1.94 1.92 1.89 .99 .99 1.01 2.85 4 221 2.19 . 2.18 1.92 1.16 1.13 1.19 3.27 5 4.14" 4.19" 6.14- 6 5.01" 5.08- 7.41- 8 6.98- 6.85- 10.09- Dia. Adapter Red. Street Adapter Red. Caps Plugs Coup. Cone. - Ecc. ~dapter Red. Street Bushing In. Tee x Adapter Adapter x Adapter Red. Red. x Adapter Adapter . l-R F.P.T. Tee x F.P.T. F.P.T. x l-R 1-R M.P.T. x M.P.T. F.P.T. F.P.T. M.P.T. l-R l-R 1-R 1/2 .65 .54 .26 .47 .42 .23 .05 .41 .36 36 21 .23 .05 .23 3/4 .87 .69 33 .63 .56 .29 .05 .54 .45 .45 .27 .29 .05 .29 (;) 1.05 .41 .75 .69 .33 .05 @ .56 .56 @;) 33 .05 33 1114 .47 .86 .78 .36 .71 .63 .63 .35 .39 .05 .36 11/2 .50 .92 .89 .41 .74 .68 .39 .41 .05 .41 2 .59 1.10 5-48 .45 .84 .75 .44 .47 .06 .45 21/2 1.74 .71 137 1.23 1.05 .90 .71 3 .84 1.62 1.49 1.28 .84 31/2 .98 1.88 1.76 .98 4 1.10 ./ 2.16 2.03 1.68 1.11 5 4.07 4.09- 6 4.91 4.89- 8 6.63 6.58- ~MCAA1997 5-51 Revision -3-(a3/15/97) .~ ~ MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC.~ HANGERS, SLEEVES, INSERTS HANGER, ROD & MACHINE DRIVEN SELF DRILLING SHIELD Hanger Rod Qevis Yoke 2 Rod 2 Rod 3 Rod Add to Size Size Type ~oIl Roll Trapeze Trapeze Trap. for in. in ea. pipe @:iJ 318 ~ 1.13 2.12 1.88 2.78 .15 2112-3112 112 1.11 1.20 2.22 1.97 2.91 .17 4-5 518 1.40 1.50 2.78 2.52 3.74 .18 6 3/4 1.46 1.58 2.90 2.63 3.89 .20 8-12 718 1.67 1.88 332 3.03 4.50 .21 14-16 1 1.80 2.03 3.57 3.26 4.85 .27 18 1118 1.95 2.21 3.86 3.51 5.22 .33 20 11/4 2.12 2.40 4.17 3.78 5.63 39 24 11/4 2.30 2.63 4.52 4.08 6.08 .45 NOTES: 1. Hange~ size must be selected to accommodate steel saddle or insulation if so specified. 2. Add for saddles or shields. Hanger Sizes Sheetmetal Steel In. Shield Saddle 1/2 to 2 @ @) 14 to 24 .30 1.13 HANGER, ROD & .C. CLAMP INSTALLATION Hanger Rod Size Size in. in 1/2-2 318 21/2-3112 1/2 4-5 518 6 3/4 8-12 718 14-16 18 1118 20 1114 24 11/4 Clevis Yoke Roll 2 Rod Roll 2 Rod Trapeze 3 Rod Type Trapeze .86 .93 1.73 1.49 2.19 .92 1.01 1.83 1.58 2.33 .98 1.08 1.94 1.68 2.48 1.04 1.16 2.06 1.79 2.63 1.10 1.31 2.18 1.89 2.79 1.23 1.46 2.43 2.12 3.14 1.38 1.64 2.72 2.37 3.51 1.53 1.83 3.03 2.64 3.92 1.68 2.06 338 2.94 4.37 NOTES: 1. Hanger size must be selected to accommodate steel saddle or insulation if so specified. 2. Add for saddles or shields. Hanger Sizes Sheetmetal Steel In. Shield Saddle 1/2 to 2 .23 .75 14 to 24 .30 1.13 <OMCAA 1972 9-3 Add to Trap. for ea. pipe .15 .17 .18 .20 .21 .27 33 .39 .45 Revision -01-(04!Oln2) . .to HANGERS, SLEEVES INSERTS ~ MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC. SLEEVES INTERIOR EXTERIOR Size Sheet Card - Plastic Steel Cast Split Steel in. Metal board Iron Cast w/warer Iron Stop 11/4 A5 .75 .75 .75 2.25 3.00 1.88 2 A5 .75 .75 .75 2.25 3.00 1.88 aTfD .45 .75 .75 Cf5) 2.25 3.00 1.88 3 .45 .75 .75 .75 2.25 3.00 1.88 3112 .45 .75 .75 .75 2.25 3.00 1.88 4 A5 .75 .75 .75 2.25 3.00 1.88 5 .45 .75 .75 .75 2.25 3.00 1.88 6 .45 .75 .75 .75 2.25 3.00 1.88 8 .45 .75 .75 .75 2.25 3.00 1.88 10 .60 .75 .75 1.13 3.39 4.52 2.82 12 .60 .75 .75 1.13 3.39 4.52 2.82 14 .60 .75 .75 1.13 3.39 4.52 2.82 16 .75 .75 .75 1.50 4.50 6.00 3.75 18 .75 .75 .75 2.25 6.75 10.00 5.62 20 .90 .75 .75 3.00 9.00 12.00 7.50 22 .90 .75 .75 3.75 11.25 15.00 9.38 24 .90 .75 .75 3.75 11.25 15.00 9.38 NOTES: 5. Decks 1. This Table is based on precut straight sleeves 6" to 12". a. Plywood 1.0 times above Special consideration needed for additional length precut sleeves. b. Plastic Pan 2.0 times above 2. Exterior sleeves include caulking annular space between c. Steel Pan 2.0 times above pipe and sleeves. d. Q Deck 1.5 times above 3. Angle sleeves 1.5 times the results of the above after adjustments 6. For precast decks and walls see core 4. Factors to be a lied to the above Table: drilling sheet and/or give conside- a. Interior wall sleeve (block) .5 times above ration to special handling. b. Interior wall sleeve (poured) 2.0 times above 7. Add .33 manhours for packing interior wall or floor sleeves OMCAA1972 9-5 Revision -01-(04/Oln2) MISC. LABOR OPERATIONS . 0/.'-. ~. #'a . '\. I ,- ...') MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC. TAGGING & MARKING LABOR OPERATION Man Hoan Install Brass V~ Tag Iastall Labels, Bands or Directional Afr(19lS Install Plastic Engraved Plaque c:::iL) ~ .57 PIPE BENDING Pipe Setup Tune Labor per Size Man Hours Bend Man Hours 1/2 .75 .38 3/4 .75 .38 1 .75 .38 11/4 .75 .38 1112 .75 .38 2 1.05 .38 21/2 1.05 .75 3 1.05 .75 3112 1.35 1.50 4 1.35 1.50 NOTES: 1. Bends up to 1112in. pipe size are aSSumed to be made with rolating table machine. 2. Bends in 2 in. to 4 in. pipe size are assumed to be made with hydraulic beDder. 3. AIl bending equipment elc:.c:uic powered. 4. AIl beucls ha~ a radius at least six times the pipe size. S. All bends are 90 angle or less. 6. AIl bends arc madc in \he field. 7. AIl bends are for schedule 40 carbon steel pipe or heavier wall. CMCAA 1993 17-5 Revision-l-(10/1JB7) K F J :# /0G . C:oo/;YIIj 7OuJ<<s /YIaI~ UfJ uJa:l-er Pl&.. L ,-J L1-t'Ji f_T-::1 d I I" / ~ ) N.d'C, CJOq i<P l R FP u)/ Aff 6aiJ ~ I" P,d.ilIJtdtj~.s ' ;7I/.AJ;G~1- V?f1* f::l. ,'"'1 } .1'__ '"1 -, -':' . ,., , t--r i. ~..""'.., ,--.i "..,i "'.'~ """" . }' i,-_.~/.,-"",;,-.",-'~-';.~t ~ ~I./Dd)() J{);~ II /) .l'> .., 8 U /)1) 3 D, '15 *' Ey;.' I ~ 90' AJT I~h.. x'",, MI. -/J UaO.DV gD' (' T"",fY_ 'L' /" A Pme... lao' I" --rZt~t'_ \.J.(' /"" /<011 (~\ JIlT' 1")( I II >f... J " I'€~ J-/ 5' 7.~9 '7. Is I ..,! r'~ '"1...., _) ~ ;, ,-"L.L) "'''.'.. "" J). n1"\ ~~: 1/ "'" (:'5"(,) ?,.c,j /4 /'1 90()L L/ I" Br~ A J - 1,,<- L/ I" 1//dedrre. ~ 3 IJI /J1/~ AlAI<. I jI'.6 ^'. . oJ g / II ,il. A_ i J.. 'i I" 18.J/ v (" .-L d L<; ~)e< <10:' 53. II ~ S,.~ Co./)D ;t! e?J ai.l, t.:Z) .r::: l..U " . .,....., l 16 "1 C;.(.. ::L &;'1 l""l ,.., '7 I~.o i .~An 2DD .:':l... -- 4 '1 !Jf) ~DD 1'.1/'.... F\";\ ~ "J (..",~~~ /<t;11 A1M'~ J.de. \J , I'l rzt;j ! f'f Pc' ,- r fft -if~~ b P&fi:-~ /5 \I~-ru.( ~ L'" _ "1 ';( l'':/l'J '":J "", '-0 ,,:J:7i., ~ I Lc+~, J.I. .1 ~jdu. U.1< fC/uw., ik~.+Mk,SA;')'dnfA' I U. . r;"ukiJtnl wi J.v,/J J ' 6.50 J 00 tJf) ; () '0'" h ..~, .. ""- . , t) ~~/ 'ifD7a 00 '2 .1 .""1,... ",.~. ....J.) i~' ~.J ~:.)'e) ..j . JY! I'$C., ~ -w.~ \ ~ IDO ,~f) ~ ,-;;'\;7\ Pt-el""J, ,P U~} C.i{j 7~ hix.. ; ~ ~ ' 7: q~? 4 I '-{, Cl5 ~.33;t J..3 1120(1) .E )l.(AVIt'T7b.ltl ES-009 For Health Hazard Applications Job Name Job Location Engineer Approval Series 009' Reduced Pressure Zone Assemblies Sizes: 1~" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the preven- tion of health hazard cross connections in piping systems or for containment at the service line entrance. This series features two in-line, independent check valves, captured springs and replaceable check seats with an inter- mediate relief valve. Its compact modular design facilitates easy maintenance and assembly access. Sizes. 1,4" - l' (8 - 25mm) shutoffs have tee handles. Features · Single access cover and modular check construction for ease of maintenance · Top entry - all internals immediately accessible · Captured springs for safe maintenance . Internal relief valve for reduced installation clearances · Replaceable seats for economical repair · Bronze body construction for durability 1,4" - 2' (B - 50mm) · Fused epoxy coated cast iron body 2W' and 3' (65 and 80mm) · Ball valve test cocks - screwdriver slotted 1,4" - 2' (8 - 50mm) · Large body passages provides low pressure drop · Compact, space saving design · No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the water- way exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seat- ed isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. CS11; CSA 864.4. Shall be a Watts Regulator Co Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. Contractor Approval Contractor's P.O. No. Representative W' (15mm) 0090T 2" (50mm) 009M20THC Test Cock NO.3 Ball Type Test Cocks Test Cock No.2 Second Check Module Assembly Water Outlet Relief Valve Assembly Now Available WattsBox . Insulated Enclosures. For more information, send for literature ES-WB. IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALlA770N REQUIREMENTS Watts product specifications in U.S. customaJy units and mebic are approximate and are provided for reference only. For precise measurements, ~NW.nslKl pJease contact Watts Tecl1nical SelVice. Watts reserves the right to cI1ange or modify product design, construction, specifications, or materials with. out prior notice and without incurring any obligation to make such cI1anges and modifications on Watts products previously or subsequen1ly sold. Available Models: 1J.l" - 2" (8 - 50mm) Suffix: OT- S- LF - AOT- quarter-turn ball valves bronze strainer without shutoff valves elbow fittings for 3600 rotation 3/4' - 2' (20 - 50mm) only internal Polymer Coating locking handle ball valves (open position) stainless steel ball valve handles 2'12' inlet/outlet fire hydrant fitting (2' valve) PC- LH - SH- HC- Prefix: C- clean and check strainer %' - l' (20 - 25mm) only union connections (see ES-U009) U- Available Models: 2%" - 3" (65 - 80mm) Suffix: NRS - non-rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S-FDA - FDA epoxy coated strainer OT-FDA - fDA epoxy coated quarter-turn ball valve shutoffs LF - without shutoff valves S - cast iron strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES-AG). Materials: W' - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For option- al bronze union inlet and outlet connections, specify prefix U ('12' - 2"(15 - 50mm)). Series 0090T furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 2112" and 3" (65 - 8Omm) · (FDA approved) Epoxy coated cast iron unibody with bronze seats . Relief valve with stainless steel seat and trim · Bronze body ball valve test cocks Pressure / Temperature Series 009 114" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 330F - 1800F (OSC - 750C). Sizes 2112" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 1100F (430C) continuous, 1400F (60oC) intermittent. Standards usc Manual 8th Editiont ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. 8@<t!@ ~ Approvals ASSE. AWWA, CSA. IAPMO Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Approval models OT, AOT, PC. NRS, OSY. UL Classified J;4' - 2' (20 - 50mm) (LF models only except 009M3LF) 2'12" and 3" (65 and 80mm) with OSY gate valves. MODEL DRAIN OUTLET DIMENSIONS WEIGHT for 909, 009 A 8 and 993 sizes in. mm in. mm in. mm Ibs. kgs. 909AG-A %"-W' 009, Yz 13 2% 60 3% 79 .625 .28 %" 009M2IM3 909AG-C %"-1" 009/909, 1 25 31f.1 83 4Y8 124 1.50 .68 1 "-1 W' 009M2 909AG-F Jl,4"-2" 009M1, 2 51 4% 111 6% 171 3.25 1.47 1 W-3" 009/909, 2" 009M2, 4"-6" 993 909AG-K 4"-6" 909, 3 76 6% 162 9% 243 6.25 2.83 8"-10" 909M1 909AG-M 8"-10" 909 4 102 7% 187 l11f.1 394 15.50 7.03 909El.A W'-1jz" 009, %" 009M2/M3 - - - - - - - - 909EL .C %"-1" 009/909 - - 2% 60 2% 60 .38 .17 . 909El-F lW-2" 009M1, - - 3% 92 3% 92 2 .91 1'/.1"-2" 009/909, 2" 009M2 4"-6" 993 . 909El-H 2Vz"-3" 009/909 - - - - - - - - Vertical --? -A B r-A-- ~l Dimensions and Weight: W' - 2" (8 - 50mm) 009 A Suffix He - Fire Hydrant Fittings dimension '/I( = 25' (637mm) 009 '/4" - 2" SIZE (DN) DIMENSIONS (APPROX.) STRAINER IllfolENSIONS WEIGHT A C D M N in. mm in. mm In. 111m In. mm In. mm In. mm in. mm In. mm Ibs, kg.s ~ 8 10 250 4% 117 3% 86 1~ 32 51'2 140 2% 60 2Y2 64 5 2 % 10 10 250 4% 117 3% 86 11'. 32 51'2 140 2% 60 2Y2 64 5 2 Y2 15 10 250 4% 117 3% 86 1~ 32 5Y2 140 2% 70 2~ 57 5 2 3;4 20 10% 273 5 127 3Y2 89 1'l'2 38 6% 171 30/,6 81 m 70 6 3 ~1 25 16% 425 5% 140 3 76 2'l'2 64 9'l'2 241 3% 95 3 76 12 5 1Y4 32 17% 441 6 150 3'l'2 89 2'l'2 64 11% 289 47/16 113 3% 89 15 6 lY2 40 17% 454 6 150 31'2 89 2'l'2 64 11'l'6 283 4% 124 4 102 16 7 2 50 21% 543 7% 197 4Y2 114 31'. 83 13Y2 343 5'7\6 151 5 127 30 13 Dimensions and Weight: 2W' and 3" (65 and 80mm) 009 -, N, J I N I n i! A Watts G-4000 Series OT - Ball Valves STRAINER SIZE DIMENSIONS (appro! I WEIGHT M N Nlt in. mm In. in. mm Ibs. kgs. 2'2 65 10 248 28 3 80 10Vs 7 178 10 254 34 15.4 tClearance for servicing MODEL SIZE ON DIMENSIONS (APPROX ) WEIGHT A C 0 U in. mm in. mm In. mm mm in. mm In. mm In. mm in. mm Ibs. kgs. 009LF 0090SY 009NRS D090r LF 0090SY 34'A 870 18% 009NRS 34'A 870 12% 009ar 34'A 870 7 Contractor Change Request Page 1 of 1 tCK Contractor Change Request Project [0400101 - Task 07] - View Date 12/15/2009 ARC - Task 07 - Webster Detention Center Mc~:~JIGHT CONSTRUCT10N COMPANYtlNC McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Augusta, GA 30907 Phone: (706) 863-7784 Fax: (706) 863-2031 Contractor Change Request No. 00061 To Submitted By Description Pat Patrick (McKnight Construction Company) McKnight Construction Company Webster PR 53 RFI 184 Missing Handrail Date Status State Referenced CCO No. 10/29/2009 Approved Approved Estimated Effects of Request ITime Amount 10 days $555.00 Work Description Recommendation Response By Response Bob Munger Linked Documents Document Type Doc Document Open Description Date 0400101 - Task 07-01268 f!I II Webster PR 53 RFI 184 Missing 10/29/2009 Handrail http://heery.constructware.com/CommonNiew/Document_ Disp1ay.asp?DocumentType=... 12/15/2009 William D. McKnight - President Mason McKnight, III - Vice President Huey E. Carter - Sec. - Treasurer McKnight Construction Co., Inc. GENERALCONTRACTOR~ ApfJ; cf Q~ FOUNDERS: Mason McKnight, Sr. 1900-1973 Mason McKnight, Jr. 1930-1994 P. O. Box 204718 Augusta, Georgia 30917 October 27,2009 Office Phone: [706] 863-7784 Fax: [706] 863-2031 Heery InternationaljCIPM 501 Greene St., Suite 307 Augusta, GA. 30901 Attn: Bob Munger RE: Webster Detention Center Cost Proposal PR - 53 RFI- 184 Missing Handrail Mr. Munger, The following is a cost proposal to furnish and install a safety handrail at the second floor above the stairway as described in RFI-184. American Metals, Inc. McKnight 6% OIP $ 517.37 31.04 548.41 6.58 $ 555.00 1.2% Bond Total Please issue a change order for this amount. Sincerely, MCKNIGHT CONSTRUCTION CO. OOJ Pat Patrick Project Manager PP:pgn Attachments cc: Jobsite American Metals Inc 3925 Goshen Industrial Blvd Augusta, Georgia 30906 October 23, 2009 McKnight Construction Co., Inc P.O. Box 204718 Augusta, Ga 30917 Attn: Pat Patrick RE: Webster Detention Center Subject: RFI No. 184 Mr. Patrick This is a cost breakdown of the Handrail at the second floor concrete curb above Mechanical Room HOS8. · Materials: $111.00 · Sales tax (7%) : $7.77 · Shop Labor: $211.00 · Installation: $110.00 · Subtotal: $439.77 · Profit (15%) : $77.60 · Total: $517.37 Alex Broome Project Manager r .equest For Information Page 1 of 2 Primary Responder CC From Subject Drawing No. CSI Code Request For Information Project [0400101 - Task 07] - ARC - View Date 10/15/2009 Task 07 - Webster Detention Center McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Augusta, GA 30907 Phone: (706) 863-7784 Fax: (706) 863-2031 RFI No. 00184 Gregory Washington KSGW Architects 2500 Northwinds Parkway Suite 250 Alpharetta, GA 30004 USA Phone: (770) 619-5913 Fax: (770) 619-5919 Alex Broome (American Metals, Inc.) Bob Munger (Heery International Inc. (Augusta, GA)) Norman Davis (Heery International, Inc. (Dukes Edwards & Dukes - Subconsultant)) Pat Patrick (McKnight Construction Company) Bernard Dunstan McKnight Construction Company 10/2/2009 Open-CRITICAL Date Status Resolved Date Reason for Request Action Requested Probable Cost Effect Probable Time Effect Priority Response Due Insufficient Information Direction Increase Unknown High 10/7/2009 Hand Railing at "H" A732-H 05 52 00 - Handrails and Railings Detail No. Other Ref. No. 1 Information Requested Please reference detail #1 on drawing A-732H (Attached). Is hand railing required at the second floor 4"x4" concrete curb above Mechanical Room H058? If required, please provide details for this condition. Recommendation Response Information Responder Date Response Gregory Washington 10/14/2009 Pat, the stair handrails shall be as defined by the Architects drawings for all conditions as stated. The sub-contractors drawings in plan don't reference any handrails, and therefore, the implications was that they included the component parts that are thereby defined by the architects documents. in addition, the associated details for the handrail is incumbent on the sub-contractor to provide a complete installation that meets the intent of each plan condition. Disclaimer 1_.L...L__.ln_ _ ____ _ _u_L.___L...___.._ _ ____ Jr"I_ ___ ___ _ __ 1'( r~ ___./T"'\_ ______ ___.I.. T"'\~__al___ _ ___OT"'\ _ . "A/1/""11"\.^^^ Lequest For Information Page 2 of2 Notes Authorized Signature Gregory Washington (KSGW Architects) Printed Name 10/14/2009 Date Linked Documents Document Type Doc Document 0400101 - Task 07-01176 Description Handrailing @ H Date 10/2/2009 Distribution Recipient Company Method Date Alex Broome American Metals, Inc. Email: alexb@americanmetalsga.com 10/5/2009 Bernard McKnight Construction Company Message 10/14/2009 Dunstan Bob Munger Heery International Inc. Message 10/14/2009 (Augusta, GA) Bob Munger Heery International Inc. Email: rmunger@augustaga.gov 10/5/2009 (Augusta, GA) Gregory KSGW Architects Message 10/5/2009 Washington Gregory KSGW Architects Email: gregory@ksgw.net 10/5/2009 Washington Norman Davis Heery International, Inc. (Dukes Message 10/14/2009 Edwards & Dukes - Subconsultant) Norman Davis Heery International, Inc. (Dukes Email: ndavis@augustaga.gov 10/5/2009 Edwards & Dukes - Subconsultant) Pat Patrick McKnight Construction Company Message 10/14/2009 Pat Patrick McKnight Construction Company Email: 10/5/2009 patrick@mcknightconstructionco.com 1_L-L.__ . 111_ _ ___ _ _ ~__ _.1..___ _4-__~~..~ _ ____ If""'t _._____ ~ __ " r.: ___~ In _ ______ ___L n': ___ 1 __ _ _ ___ rtT"""\ _ ______ ___L'T'_ ___ __ 1 A /1 t:' 'f'\r\r\A , ~ ~I " ", Q ll' ~d ~ ;; ;j r\~, '> I~ .&-,01- 'iOStl3'OOtil _e,'li_fr.l;~.9tn q SlBS1H b .,g1Jt\t-,tJliCn II Sll30l" , ,~ 't "-.J -:;; ~ r ~ ~ '" '" ", V\ \i' '0' ",\~ "t:' 1'-- ",-J' "- l- S'2< ~ ~ -- " " , ' :r: C'y \'.,-., l"~ .01-1 ~~~ ~ '<r ~S~ l~ ........... 1 .I ~ ~ .. ~*G f>~if 8~t, j z o \- a ill C/J a:b -.' <t:~ \-.' C/J~ f' ..- ~T-.~ ~ ~ ~ ;'f! j 1 h ~ "~~" ~ 0 c ~ a, ~ 0 ~ ~ i5 g ~\' ~ ~ m :: ---"L_.-"'L ' j[ oj G: W ~ ~ ~~~ ~ , "~Uj .S"lSfdL, '" II: : i)"' 1 I ~j ~ I . , : :~C=-_ t=~. [l "I i- I~" ~l ::b' /J !1 l '1 ; " ,.' ..->-J . /: t, ,'jl ~ , ,,' ~., - : ,0:: I ~~~ ~n:a: \ :?~~, (t':JU: u~~ ~< < Correspondence Page I of2 October 15, 2009 Bob Munger Heery International Inc. (Augusta, GA) 501 Greene Street Suite 307 Augusta, GA 30901 USA Phone: (706) 842-5543 Fax: (706) 821-2484 Project Subject [0400101 - Task 07] ARC - Task 07 - Webster Detention Center Reply to answer RFI 184- missing Handrail Dear Bob Munger: Bob, Per this reply, Mcknight is contacting the steel supplier to provide a cost proposal to supply the missing handrail above the mechanical room H058, as noted in RFI 184. Sincerely, Pat Patrick cc Alex Broome (American Metals, Inc.) Gregory Washington (KSGW Architects) Bernard Dunstan (McKnight Construction Company) Pam Nalley (McKnight Construction Company) Correspondence No. 00112 McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Augusta, GA 30907 Phone: (706) 863-7784 Fax: (706) 863-2031 Linked Documents Document Type RFI Document Description Hand Railing at "H" Date 10/2/2009 1_.L.L__ . 111_ _ ___ _ _ _ __ _L___ _.L__..___....... -: ____ In _.__.__ ~._ /'{ r.: ~~_.IT"'\ ~ ~~~.__ _~_J. T""\': ....._1__. .... ......... f)T'""'\.... _~~~_ ___LI"'f"'_ .____ 1 A/1 t::1"AAA Contractor Change Request Page 1 of 1 NCK Contractor Change Request Project [0400101 - Task 07] - View Date 12/15/2009 ARC - Task 07 - Webster Detention Center NIGHT CONSTRUCfi()N COMPANY,INC McKnight Construction Company 645 Frontage Road NW P.O. Box 204718, 30907 Augusta, GA 30907 Phone: (706) 863-7784 Fax: (706) 863-2031 Contractor Change Request No. 00069 To Submitted By Description Jack Turner (Heery International Inc. (Augusta, GA)) McKnight Construction Company Date Revised Cost Proposal PR 58 ASI 41 Status State Referenced ceo No. 12/9/2009 Approved Approved 12 Estimated Effects of Request ITime Amount 10 days $1,995.26 Work Description ASI 41- Light changes and Low voltage coordination Recommendation Issue a change order for this work and light revision. Response By Response Jack Turner Linked Documents Document Type Doc Document 0400101 - Task 07-01403 Description Revised PR 58 ASI 41 Date 12/9/2009 http://heery.constructware.com/Common/View/Document Disp1ay.asp?DocumentType=>.. 12/15/2009 McKnight Construction Co., Inc. GENERAL CONTRACTORS Ore 11 2009 William D. McKnight - President Mason McKnight, III - Vice President Huey E. Carter - Sec. - Treasurer FOUNDERS: Mason McKnight, Sr. 1900-1973 Mason McKnight, Jr. 1930-1994 P. O. Box 204718 Augusta, Georgia 30917 December 9, 2009 Office Phone: [706] 863-7784 Fax: [706] 863-2031 Heery International!CIPM 501 Greene St., Suite 307 Augusta, GA. 30901 Attn: Jack Turner RE: Webster Detention Center Cost Proposal PR - 58 ASI- 41 (Revised Proposal) Mr. Turner, The following is a revised cost proposal for the work described in ASI-41. McKnight 6% DIP $2,618.00 <758.00> $1,860.00 + 111.60 $1,971.60 + 23.66 $1,995.26 ISI Sack Elec. Credit 1. 2% Bond Total Please issue a change order for this amount. Sincerely, MCKNIGHT CONSTRUCTION CO. ~~~~ Pat Patrick Project Manager PP: cwo Attachments cc: Jobsite Arcpitec!'s S.uppl:mental Instruction file:1 lie: /DoclUllents%20and%20Settingsl Administrator/Local%20Set... Architect's Supplemental Instruction Project [0400101 - Task 07] - ARC - Task 07 - Webster Detention Center View Date 10/28/2009 Johnson Laschober & Associates 1296 Broad Street Augusta, GA 30903 Phone: (706) 724-5756 Fax: (706) 724-3955 ASI No. 041 Date 10/14/2009 From Ralph Salzmann Johnson Laschober & Associates To Gregory Washington (KSGW Architects) CC Reason for Instruction Action Requested Probable Cost Effect Initial Estimate Cost Probable Time Effect Initial Estimate Time Engineering Conflict Clarification Decrease Cost Decrease Time Subject Low Voltage, Lighting Coordination Spec Section Drawing No. LV-103, E-401 CSI Code 27 05 28 - Pathways for Communications Systems 2751 23 - Intercommunications Systems Detail No. Status Other Ref RFI Instruction Details LV-103 -- See sketch for deletion of dedicated EMT conduit from device to building so as to utilize two 4" conduits with innerducts already required by drawing LV-lOl. ESK-33 -- Because intercom speakers and microphones are to be located at the door frame per the Low Voltage Housing Security plans and specification 27 51 23, there is no need for the SPK (speaker) option in the cell lighting fixtures type NN. Remarks Linked Documents Document Type Drawing Drawing Document Open Description Date ESK-33 LVSK-015 ELECTRICAL DETAILS SHEET 1 LOW VOLTAGE SYSTEMS CAMPUS SITE PLAN ENLARGED A... 10/15/2009 10/14/2009 1 "f'l l'1/Al'/nnQ 1.11 Pl\/1 SITE HAND HOLE. SEE DETAIL 3/ LV-403. PEDESTAL MOUNT INTERCOM STATION. SEE DETAIL 6/LV-401 . P 'C-SI7 . EXTERIOR POLE \ ~ MOUNT CAMERA ~ ~ONTRACTOR PROVIDED VIDEO SURVEILlJINCE POLE. SEE SPECIFICATIONS AND DETAILS FOR REQUIREMENTS. o CONTRACTOR TO ROUTE ONE (')- 3/4" CONDUITS FROM EACH INTERCOM STATION TO SITE HANDHOLE. ALL CONDUITS ROUTED BELOW GRADE TO SCHEDULE 40 PVC AND CONDUITS ROUTED ABOVE GRADE TO BE RIGID GALVANIZED STEEL (RGS). ALL INTERCOM SIGNALS TO BE ROUTED TO INTERCOM MASTER & TOUCHSCREEN CONTROL SYSTEM INSTALLED IN EXISTING MAIN CAMPUS SECURITY CONTROL ROOM VIA SITE HANDHOlE CONDUITS. S 0) CONTRACTOR TO ROUTE ONE (')- 3/4" CONDUIT FROM EACH VEHICLE GATE MOTOR OPERATED CONTROLLER TO SITE HANDHOLE. ALL CONDUIT ROUTED BELOW GRADE TO BE SCHEDULE 40 PVC AND CONDUIT ROUTED ABOVE GRADE TO BE RIGID GALVANIZED STEEL {RGS). SECURITY AND VEHICLE GATE CONTROL SIGNALS TO BE ROUTED TO TOUCHSCREEN CONTROLLER INSTALLED IN EXISTING MAIN CAMPUS SECURITY CONTROL ROOM VIA SITE HAND HOLE CONDUITS. 120VAC POWER TO BE INSTALLED IN SEPARATE RACEWAY SYSTEM. o CONTRACTOR TO UTILIZE 12)-4" CONDUITS ROUTED TO BUILDING FOR SYSTEM WIRING FROM SALlYPORT FIELD DEVICES. PROVIDE DEDICATED INNERDUCTS IN 4" CONDUITS. SEE lV. 10 I FOR DETAILED SITE CONDUIT/HANDHOLE REQUIREMENTS. 1.. J ~ngineering, LLC J -kNGINEERING CONSULTANTS Project Title: Webster Detention Center Project No: Sheet Ref: Scale: Drawn By: OS-08-09 Print Date: 07001 LV-I 03 1/16"-1'.0' MMK PHONE: (770)817-4220 FAX: 1770) 234-6878 4343 Shallowford Road Suite FS, Marietta, GA 30062 Sketch Title: Owner's Change/Coordination VS K -0 1 Electronic Path: P:\2007\0700 I WEBSTER DETENTION CENTER\IN HOUSE\2009-08-04\lVSK-0' S.DWG Drawing No. -; ~:;:::: j~~~. N [-l .....4 ~w ::c:~ r:/l>- ..Ju W~ :::S::~ zu ~ Wa'~ ~ 0 J:"'~ R~!~ o ~ ~~~~ U 0 ;~.<:a;;~~ fJ) ~H~ig c- w W I (fJ (fJ -J ~ W o -J <l: o ~ C- O W -J W z o f= u ::l ~ c- (fJ ~ M M I ~~ C/)~ W~ (fJ w (fJ ~ ~ VI8<J038 'V1Sn8nV Bra li'1 N<_,- A.lIlI:>V'.:I NOI.lN3.l3C ~3.lS83M en o o N i- :;; D .s 8 w Z o z ~e ffi~ 0 ~ 5cng g ~t;~ UJ ~8~8~~ -< .5:0 I Si oS en tJ <1:";; 1 ffiffi~~:~ ~~~~~~ ~ en <I: _ '-"I'-- ~~~~~: 5. coo <( z- ~ ~ ~ 5: u- o w...JCO ~ ~ ~ ~I Iii'iiiiiIt. .~ Ii 8 CL ISI DETENTION CONTRACTING GROUP, INC. 12903 Delivery Drive San Antonio, Texas 78247 210/495-5245 CHANGE ORDER PROPOSAL Date: 10-22-09 IS1 CO Number: 11 IS1 Job #: 10-00190 Customer: McKnight Construction 635 NW Frontage Rd. Augusta , GA 30907 Job: Webster Co Det - Augusta ~ 1941 Phinizy Augusta, GA 30906 ---------------------------------------------------------~-------------------------------- ------------------------------------------------------------------------------------------ We quote the following scope of work: Customer Proposal # Change cable to 2 gates and 3 intercoms to plenum rated cable per ASl 41. Material - $2,277 OH and Profit at 15% - $341 Total Price - $2,618 Item 1 Price: $ 2,61E Please Note: We must have executed change order in our office before we can proceed. Accepted by: Printed Name: Date Company: ISI Detention Cont Page 1 of 1 pat patrick From: To: Cc: Sent: Subject: "Zach Greene" <zgreene@isidet.com> "pat patrick" <patrick@mcknightconstructionco.com> "Robert Ahl" <rahl@metroplex-control.com> Thursday, December 03,200910:11 AM RE: ASI 41 Mcknight PR 58 1> 2-Co \8 ~ Pat, -- Our proposal is for plenum rated cable that is now required in the building and the proposal stands. ZG -----Original Message----- From: pat patrick <12atrick@mclmightconstructionco.com> Sent: Thursday, December 03,20097:26 AM To: Zach Greene <zgreene0J,isidet.com> Cc: Robert Ahl <rahl@metroplex-controLcom> Subject: Fw: ASI 41 Mclmight PR 58 Zach, Did you ever send a revised reply to the comments involved with ASI 41. All I have is a 10/22/09 proposal for $2618.00. Please send me a revised response. Thanks, . Pat Patrick Project Manager McKnight Construction Company Phone: (706) 863-7784 Fax: (706) 863-2031 ----- Original Message ----- From: "pat patrick" <patrick@mcknightconstructionco.com> To: "Bernard Dunstan" <bernarddunstan@yahoo.com>; "Mark Mitchell" <MarkM@hasackcom>; "Corey Hinson" <CoreyH@hasackcom>; "Robert Ahl" <rahl@metro12lex-controLcom>; "Zach Greene" <zgreene@isidet.com> Sent: Thursday, November 05,20094:57 PM Subject: ASI 41 Mcknight PR 58 > JLA has reviewed your cost proposals for ASI 41, and provided the > following > comment: > > ISI- Per JLA there should not be any charge for the cable. It had > always been required to use a wet rated cable. This is no change to the > contract. > > Sack- The owner is expecting a credit. The plans had originally > required a light fixture in the cells with a built in speaker. During the > submittal process, the speaker option was deleted. This fixture will still > have the nightlight. Anyway, this ASI was to catch up on the owners > paperwork and make the deletion of the speakers officiaL > > Please review the ASI 41 again to confirm this direction. If you agree, > please revise you proposaL > Call me if you need to discuss this matter. > Thanks, > P .Patrick > 12/412009 Page 1 of 1 v '" pat patrick From: To: Cc: Sent: Subject: "Corey Hinson" <CoreyH@hasack.com> "pat patrick" <patrick@mcknightconstructionco.com> "Bernard Dunstan" <bernarddunstan@yahoo.com>; "Mark Mitchell" <MarkM@hasack.com> Friday, December 04,20098:03 AM FW: Webster Detention Center Below is the credit we have been given from our lighting vendor to delete the speaker mounting brackets from Fixture Type NN. Please let me know if you have any questions or concerns after your review. Thanks. Corey Hinson From: Gary Wade [mailto:garyw@arddandwinter.com] Sent: Thursday, December 03, 2009 4:48 PM To: Corey Hinson Cc: Christoper.Palmer@gexpro.com; Gary Wade Subject: Webster Detention Center R~: S",l '6\., -- Date: 12/3/2009 Ardd <;e;; '1 ~ > t~~t To: Corey Hinson From: Gary Wade Ardd & Winter, Inc. Re Webster Detention Center Type NN Corey, the total deduct for deleting the speakers out of the 263 Type NN fixtures is $789.00 Please let me know if you need anything else. Thanks, GARY WADE (770 )368-2740 CONFIDENTli~L!TY NOTICE T~l& tnforrnation entity namscj in this this email is strictly this ernaH tranS!lllSsion may contain confjdential ai" are not the intenelocJ reclpk;nt, yeu (.?re herel}y r(~c0h!0 this smail in error, pieaso notiry' the sender infofi118tion that is Intended Dnly for the use of the individual or cllsclosure, copying, distributi{}n Of reJl8nce upon the contents of 12/4/2009