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HomeMy WebLinkAboutCHANGE ORDER #8 MCKNIGHT CONST WEBSTER DETENTION $55,753.33 -<~ ~' RECEIVED 'S OFFICE ~ Contractor: McKnight Construction 635 NW Frontage Road Augusta/GN30907 Reference: COP # 6,17 Project Description: Additions and Renovations to the Webster Detention Center Description of Change Enhanced Base of Security Fence (CCR 6) & Required Revisions to Existing Roof Storm Drainage (CCR 17) to the Scope of Work: Project Duration: Number of Days added to the Substantial Completion Date as a result of this Change to the Scope of Work: 0 Days $ 27,041,000.00 $ 6,113,118.58 $ 33,154,118.58 $ 55,753.33 $ 33,209,871.91 Contract Amount Original Contract Amount Previous Change Orders Previous Contract Amount Amount of this Change Order Current Contract Amount All terms and conditions of the Contract Agreement between the Owner and the Contractor apply to this Change Order. Signatures: A9ro1)~:~ Pat Patrick Project Manager ___;:::? RecommeT).ded1'ii;';Cc'; e..b,y..U'Ie-AfGrntec . . .~:::.- ra(Otloq Date Ob/J()/Oo, Date . n, rchitect Recommended for Acceptance by Project Manager: ()~'LO'OY Date Recommended for Acceptance by Program Manager: HP'~,~.j:rV-'-- Bob Munger, Program Manager D'j,t /7/0 Cf- Recommended for Acceptance by The Owner: Captain Chester Huffman WDC Jail Administrator Date J,Ir~1 Page 1 of 1 t-' Cost Event Page 1 of 1 " HE:ERY Cost Event Project [0400101 - Task 07] - ARC - Task 07 - Webster Detention Center View Date 6/16/2009 Heery International Inc. (Augusta, GA) 501 Greene Street Suite 307 Augusta, GA 30901 Phone: (706) 842-5543 Fax: (706) 821-2484 Cost Event No. 004 Date Type Description 1/30/2009 Budget Status Owner Directive/Request Cost Status Revisions to Security Fencing & Existing Roof Drainage New New Responsible 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 Initiated By Bob Munger Heery International Inc. (Augusta, GA) 501 Greene Street Suite 307 Augusta, GA 30901 Phone: (706) 842-5543 Fax: (706) 821-2484 Func!ed By Initial Estimate Expected Final $50,000.00 $55,753.00 (0.00 days) (0.00 days) Long Description Enhanced security of base of inner security fence, and required revisions to existing roof storm drains. Scope of Work 1. extend fence fabric 6" Into trench and backfill with lean concrete (CCR 6). 2. Revisions to roof drainage as per ASI 4. (CCR 17) Items No. Budget Code 1 6011110 Contact Description Estimated Revisions to Base of Security Fencing 2 6011110 Pat Patrick (McKnight Revisions to Construction Existing Roof Company) Drainage Per ASI4 $22,000.00 $33,488.88 $21,227.56 $21,227.56 Proposed Submitted Approved Committed Budget Cost Status Status - Other Pending - $34,525.77 $34,525.77 $34,525.77 - Pending Pending Estimated Proposed Submitted Approved Committed Items $22,000.00 $68,014.65 $55,753.33 $55,753.33 Markups Total $22,000.00 $68,014.65 $55,753.33 $55,753.33 http://heery.constructware.comlCommonIView/Document_ Display.asp?DocumentType= 1... 6/1612009 .J. Contractor Change Request Page 1 of 1 " NCK Contractor Change Request Project [0400101 - Task 07] - View Date 6/5/2009 ARC - Task 07 - Webster Detention Center McKt'JIGHT 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. 00006 To Submitted By Description Bob Munger {Heery International Inc. (Augusta, GA)) McKnight Construction Company Date Revised Proposal Embed Fence Fabric Status State Referenced CCO No. 2/27/2009 Processed Submitted Estimated Effects of Request ITime Amount 10 days $22,274.84 Work Description Embed Fence Fabric@ inside fence only. Two prices are submitted, embed fabric in crusher/run, and embed fabric in concrete. Recommendation Issue a change order for this proposal Response By Response Bob Munger Linked Documents Document Type Document Doc 0400101 - Task 07-00385 Description Revised Embed Fence Fabric http://heery.constructware.com/CommonIViewlDocument_ Display.asp?DocumentType=33... 6/512009 ... \. McKnight Construction C9., Inc. GENERAL CONTRACTORS 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 Office Phone: [706] 863-7784 Fax: [706] 863-2031 February 24, 2009 Heery International AUn: Bob Munger RE: Webster Cop. Bury Fence Bottom (Revised) Mr. Munger, The following are (2) cost proposal options to Install the perimeter security fence fabric in the ground 6", only for the inside fence. OPtl~: (Bury fabric! backfill crush! run) / . ~ner Fence $21014.00 ~cKnight Construction 6% O!P $1260.84 p Total $22274.84 Option 2: (Bury Fence! Backfill 2500 psi concre Maner Fence $20026.00 McKnight Construction 6% O!P $1201.56 Total $21227.56 Please review the proposal and issue a change order for this work. Call me and the office if you need to discuss this matter. Sincerely, MCKNIGHT CONSTRUCTION CO. INC. +>Q~'\Pl Pat Patrick Project Manager PP: kdr CC: Jobsite 02/27/2009 13:11 FAX 7064342520 MANER FENCE , QUOTATION FORM MANER FENCE AND SPECIALTIES CO. Fence Sales 3801 Martinez Blvd. P.O. Box 2045989 Augusta Ga. 30907 Phone 706-434-3717 To: McKnight Const. Job: Webster Detention Center Temp Fence Attn: Pat Fax # 706-863-2031 02/27/09 Quoted B)f: Chris Davis Augusta Office 706-434-3717 We propose to furnish labor, materials and equipment required to do the following: Change order for installing fences 6" in ground v Option (1) Bury appox 3,800 If of chain link fence (inside fence only) in a 6" wide x 8" deep trench pouring 2500 psi concrete. Material: $ 6,107.00 @ 15% Equipment: $ ] ,098.00 @ 15% Labor: $ 9,818.00 @ 15% Total: $ 7,184.00 Total; $ 1,292.00 Total: $ 11,550.00 Total installed: $ 20,026.00 Option (2) Bury approx-3'800 If of chain link fence (inside fence only) in a 6" wide x 8" deep trench backfiHed with crush & fill. X Material: $ 2,3 I 4.00 @ 15% Equipment: $ 1;098.00 @ 15% Labor: $ 14,450.00 @ 15% ~/ Total: $ 2,722.00 Total: $ 1292.00 Total: $ 17,000.00 Total installed: $ 21,014.00 Exclusions: Bonds, core drilling, clearing/grading, underground utilities, grounding, privacy slats. Addenda included as follows; n/a TERMS: Net Thirty Days with approved credit 141 002/003 02/27/2009 13:11 FAX 7064342520 MANER FENCE 141003/003 THIS QUOTATION good for 30 days unless otherwise indicated. We do not accept responsibility for delayed shipments or deliveries occasioned by strikes, fires, accidents, delays in common carriers or other causes beyond our control including delays in receiving materials or parts obtained from outside carriers. ACCEPTANCE: Maner Builders Supply Fence Division ;'\ /) ,I} f /j / ~,. I . I J ',--/ Contractor Change Request Page 1 of 1 lICK Contractor Change Request Project [0400101 - Task 07] - View Date 6/5/2009 ARC - Task 07 - Webster Detention Center McKNIGHT CONSTRUCTION COMPANY, lNC. 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. 00017 To Submitted. By Description Bob Munger (Heery International Inc. (Augusta, GA)) McKnight Construction Company Date WDC ASI 4 - Revisions to Roof Drainage Status State Referenced CCO No. 5/28/2009 Processed Submitted Estimated Effects of Request ITime Amount 10 days $34,525.77 Work Description Revisions to Roof Drainage at G (A) and D Pods per ASI 4 Recommendation Response By Response Bob Munger Linked Documents Document Type Document Doc 0400101 - Task 07-00766 Description Webster 5.28.09 CP ASI 4 http://heery.constructware.com/Common/View/Document_ Disp1ay.asp?DocumentType=33... 6/5/2009 Architect's Supplemental Instruction Page 1 of2 Architect's Supplemental Instruction Project [0400101 - Task 07] - ARC - View Date 6/17/2009 Task 07 - Webster Detention Center Johnson Laschober & Associates 1296 Broad Street Augusta, GA 30903 Phone: (706) 724-5756 Fax: (706) 724-3955 ASI No. 004 Date 3/2/2009 From William Farmer Johnson Laschober& Associates To Gregory Washington (KSGW Architects) Reason for Instruction Insufficient Information Action Requested Approval Probable Cost Effect Unknown Cost Initial Estimate Cost Probable Time Effect Unknown Time Initial Estimate Time Subject Existing Roof Drainage (Rev1) Drawing No. P-102D,P-103G, V-001, C-201 Detail No. Status Open Spec Section CSI Code 07 54 00 - Fully Adhered Flexible TPO Sheet Roofing 22 14 23 - Storm Drainage Piping Specialties Other Ref RFI Instruction Details The PSIs 1 thru 6 provide details for existing roof drainage that will become blocked due to new construction at the additions of the kitchen and the new male housing pod. Remarks Revision to ASI-4. As per RFls #063 and #040, additional information has been provided for roof drainage off the existing building D due to the FC corridor construction. Sketches CSI-3 and 4 are for rerouting of underground drainage piping. The entire sheet P-102D has been revised. Sketches PSI-5 and 6 are void. PSI-3 has been revised per comments from Bob Munger to show new emergency overflow added to the existing Building Pod A. Linked Documents Document Type Document Open Doc 0400101 - Task 07-00392 ~ m Description PSI -1 Date 3/2/2009 http://heery.constructware.comlCommonlView/Document_ Display.asp?DocumentType=l... 6/1712009 Architect's Supplemental Instruction Page 2 of2 Doc Doc Doc Doc Doc Doc RFI RFI 0400101 - Task 07-00393 ~ 11 0400101 - Task 07-00395 ~ 11 0400101 - Task 07-00506 ~ mil 0400101 - Task 07-00507 ~ 11 0400101 - Task 07-00508 ~ 11 0400101 - Task 07-00509 ~ mil 00040 00063 PSI-2 PSI -4 P-102DR1 PSI-3R1 CSI-3 CSI -4 12" Roof Drain @ Female Housing Downspout 3/2/2009 3/2/2009 3/30/2009 3/25/2009 3/25/2009 3/25/2009 3/9/2009 3/27/2009 Distribution Recipient Company Method Date Annette . Heery International, Inc. Email: aschroer@heery.com 5/1/2009 Schroer Annette Heery International, Inc. Message 5/1/2009 Schroer Bernard McKnight Construction Company Message 5/21/2009 Dunstan . Bernard McKnight Construction Company Email: bernarddunstan@yahoo.com 5/21/2009 Dunstan Bob Munger Heery International Inc. (Augusta, Email: rmunger@augustaga.gov 3/31/2009 GA) Bob Munger Heery International Inc. (Augusta, Message 3/31/2009 GA) Gregory KSGW Architects Email: gregory@ksgw.net 3/30/2009 Washington Gregory KSGW Architects Message 3/30/2009 Washington Jeff Peach State Roofing Email: jeff@peachstateinc.com 5/4/2009 Norman Davis Heery International, Inc. (Dukes Email: ndavis@augustaga.gov 3/31/2009 Edwards & Dukes - Subconsultant) Norman Davis Heery International, Inc. (Dukes Message 3/31/2009 Edwards & Dukes - Subconsultant) Pat Patrick McKnight Construction Company Message 5/4/2009 Pat Patrick McKnight Construction Company Email: 5/4/2009 patrick@mcknightconstructionco.com Pia men A TC Associates Email: 3/31/2009 Borissov Pia men . Borissov@ATCAssociates.com Vee Smith Menk Company Email: vsmith@themenkcompany.com 4/8/2009 http://heery.constructware.comlCommon/View/Document_ Display.asp?DocumentType= 1... 6/17/2009 William D. McKnight - President Mason McKnight, III - Vice President Huey E, Carter - Sec. - Treasurer P. O. Box 204718 Augusta, Georgia 30917 Heery International Attn: Boo,Munger Mr. Munger, McKnight Construction Co., Inc. GENERAL CONTRACTORS May 28, 2009 FOUNDERS: Mason McKnight, Sr. 1900-1973 Mason McKnight, Jr. 1930-1994 Office Phone: [706] 863-7784 Fax: [706] 863-2031 RE: Webster Cost Proposal ASI-4 The following is a cost proposal for the work defined in ASI-4, RFI-40, and RFI-63. Menk Company Nordmann Contracting PeachState Roofing McKnightConst. 6% OIP 1.2% Bond Total Please issue a change order for this proposal. PP:pgn Attachment Cc: Jobsite $23,661.79 7,023.46 1.500.00 $32,185.25 1,931.12 $34,116.37 409.40 $34,525.77 Sincerely, MCKNIGHT CONSTRUCTION CO. ---~~ 18 '. t~ .l . G.U:L<v(C / ~ Pat Patrick Project Manager NORDMANN CONTRACTING, INC P.O. Box 16103 Augusta, Georgia 30919 Telephone: (706) 733-7285 PROPOSAL Date: April 30, 2009 To: McKnight Construction Co., Inc. P. O. Box 204718 Augusta, Georgia 30917 ATTN: Mr. PatPatrick Job: Webster Detention Center Remove & Replace Roof Drain RFI # 40 NCI # FA 4-2 NORDMANN CONTRACTING, INC., hereinafter referred to as NCI, agrees to furnish all labor, tools and equipment required to provide, install, and complete the items of work set forth below in accordance with the plans and specifications for the above mentioned job: Remove 12" roof drain from building to outfall in Female Housing pad. Install new Roof drain from existing 12" PVC to storm trap A-3.2.l, install two cleanouts and tie into four existing downspouts. All work as per drawings P-l 02D and CSI-4. Labor Equipment Material Sub total Overhead & Profit TOTAL $ 854.55 $ 1,000.00 $ 4.252.80 $ 6,107.35 $ 916.10 $ 7,023.46 Notes: Terms: Add to contract as a change order. This proposal expires thirty (30) days from the date hereof, but may be accepted at any later date at the sole option ofNeI. NORDMANN CONTRACTING, INC. Patrick 1. Nordmann President Page 1 of I DAILY REPORT OF FORCE ACCOUNT JOB: WEBSTER DETENTION FACiliTY DATE: April 15, 2009 Incumbrance No. NCI # FA 4-2 (RFI # 40) DESCRIPTION: Remove 12" roof drain from building to outfall in Female Housing pad. Run new roof drain from existing 12" PVC to storm trap A-3.2.1, install two clean outs and tie into four existing downspouts. All work as per drawings P-102D and CSI-4. LABOR: 1) Eric T. Coleman 2 Mario Molina 3) Grabiel Binzha 4 Franscisco Ta ui 5) Ervin Kendrick 6) Hu 0 Ta ui 7) Quentin Ware 8) 9) 10 11) Direct Labor Cost Payroll Taxes, Insurance & Benefits @ Total Labor Costs Hours 10.0 10.0 10.0 10.0 10.0 Rate/fir $ 23.75 $ $ 9.85 $ $ 8.60 $ $ 8.60 $ $ 12.50 $ $ 8.35 $ $ 9.00 $ TOtal 237.50 98.50 86.00 86.00 125.00 35% $ $ 633.00 221.55 $ 854.55 EQUIPMENT 'HPui'$. Rijtela~j:k. 1) Ford F-250 P/U # 329 2.0 $ 25.00 $ 50.00 2) Hitachi 330 Excavator 6.0 $ 90.00 $ 540.00 3) In ersol Rand Vibrato Roller $ 35.00 $ 4) Wacker Trench Roller 4.0 $ 20.00 $ 80.00 5) Kawasaki Z 70 Loader 6.0 $ 55.00 $ 330.00 6) John Deere 700 Dozier $ 75.00 $ 7) $ Direct Equipment Cost $ 1,000.00 Sales Tax @ 0% Total Equipment Cost $ 1,000.00 MATERIAL a.Pit;,...., 1) Core Manhole 1.0 $ 600.00 $ 600.00 2) Pipe Materials 1.0 $ 2,924.58 $ 2,924.58 3 Select Material 75.0 $ 6.00 $ 450.00 4) $ 5) $ 6) $ 7) $ 8) $ 9) $ Direct Material Cost $ 3,974.58 Sales Tax @ 7% $ 278.22 Total Material Cost $ 4,252.80 Net Cost $ 6,107.35 15% Overhead & Profit $ 916.10 Total $ 7,023.46 Page 2 of 2 Page 1 of 1 Pat Patrick From: To: Cc: Sent: Attach: Subject: "Pat Nordmann" <pjnordmann@nordmanncontracting.com> "Pat Patrick" <patrick@mcknightconstructionco.com> "Bernard Dunstan" <bernarddunstan@yahoo.com> Thursday, April 30, 2009 4:35 PM PROPOSAL - WEBSTER - REMOVE ROOF DRAIN.pdf; WEBSTER - BREAKDOWN - REMOVE ROOF DRAIN.pdf RFI # 40 (NCI # FA 4-2) Pat P. Attached is my proposal and breakdown for my portion of work to reroute the 12" roof drain near the Female Housing pad. Call me with any questions you may have. Thanks. Pat N. NORDMANN CONTRACTING, INC. P. o. Box 16103 Augusta, Georgia 30919 (706) 733-7285 Office (706) 736.9666 FAX pjnordmann@nordmannconlracting.com 5/2212009 65/26/2609 16:42 7769627809 PAGE 61/61 Me: nis uction Company May 21, 2009 645 Frontage Road NW Augusta, GA. 30907 Phone: 706-863-7784 Fa)(: 706 863-2031 Attn: Pat Patrlt:k RE: Webster Detention CentE!r-AS1# 4 Includes RF/: 0040 and RFI 0063 RFfl# 0040 This RFf Is related to PVC Piping and is not in Peach State Roofing's Scope of Work. There will be no change for this work as it will be done by others. RFf# 00063 This RFI adds 1 6" roof drain, 1 cricket In existing roof On drawing Number PSI-4. Peach state roofing will Frash a n~w drain provided by others and tied into e)[isting pipl"J by others. We will add any cricket necessary and flash to existing roof spec. Drawlnr II PN1020 adds 1.S" roof drain, INS" eltle'lency roof drain and adds existing roof surface to he replaced. Peach State Roof/ni will flash the 2 roof drains to spec. These drains will be provided and Installed to the deck by others. A 4 foot sump area will be provided arOlJnd the primary drain for drainage. TOTAL ADD for AS' #4 ........... Material, Hoisting, Taxes ............. $ 500.00 Labor; .............................................. $ 800.00 1.5% Profit..................................... $ 195.00 TOTAlASI #4 $ 1,500.00 Jeff McCoy Project Manager Peach State Roofing WRENCEVILLE GA 30043 . TEL: (770) 962-7885 · FAX; (no) 962-7809 16SSNA SPECTRUM DRIVE · LA. . '5J-J~1J8 ./It''''t/I., /'1./ ~U) 7~/-4~8I1'tA (~J) '2{o]ilJ8 JJimi"rMIfl, Al_' ()(J5) <rtt4JT~S J Ptr.t !20S) $6.'MOS6 'llt~ ~~.(=:;~~:::/ :z::~) 7f1..,..'1f(;~ . MlitttM-t. /ofD: (.flU) ;"i..'J/~1 ;!;"~~rZ1J;:U,' ."".u h.,. (850U~~H1(f I r"ll'" (8jO) "2.l.,15.9' Pomp''''' ,. , , n1U II;,.. (110') I)(IO.Ms.~' NtI1/m1l1f. TN: (?jJl 141).1mlO :r . . ".". RtiM"t,. NC; (:JJ9; BiINrI3.f IliL. (PI!)) 1Ji'.9..t;/JS. flit" 't'T. ;;;'~8!.~~) J'1:.~/(iJ I ""-~ (Y7;) i'4-095i -!Allintilf,. KY(fO)) 21.'..1..'1.101 FII.. (5112) 2"S.~/8 M",,'nu.,. VAd70J)530.1.'JnIFAI<(J031S~().ISJ;I$'D"~". I... . PHONE: 706-724.7371 FAX: 706.724-9911 flhe vMenk Company P.O. BOX 3147 AUGUSTA. GEORGIA 30914.3147 May 18, 2009 McKnight Construction Company, Inc. 645 Frontage Road NW Augusta, GA. 30907 Attn.: Mr. Pat Patrick RE: Webster Detention Center Change Order Per ASl No. 004 Roof Drain changes for Unit FC, G, and D. Dear Mr. Patrick, We respectfully transmit a Change Order in the amount of S 23.661.79 For the above referenced project. See attached Breakdown and Copies. Labor: Journeyman Wage Rate $ 23.52 + (30%) TSS $ 7.05 + Benefits $ 11.13 = $ 41.70 PSI - 3 26.24 man hrs. PSI - 4 41.02 man hrs, P - 1020 <29.06> man hrs. PSI - 6 198.99 man hrs. 237.19 man hrs. X $ 41. 70 = $ 9,890.82 Material w/7% tax; PSI ~ 3 PSI - 4 P - 102D PSI - 6 $ 953.84 $ 1,499.32 <$882.49> $ 9,113.98 $ 10,684.65 PHONE: 706-724-7371 Labor: Materia!: 15% OH&P FAX. 706-'724.9911 flhe uUenh Compan!J P.O, BOX 3147 AUGUSTA, GEORGIA 30914-3147 Page 2 $ 9,890.82 $ 10,684.65 $ 20,575.47 $ 3.086.32 $ 23,661.79 If you should have any questions or comments, feel free to contact me. Thank You, 7J1i /Sufb:. P .H.F. Smith V The Menk Company ~ lIilll II!'II ! ~ f -0 I I ~ en " " I .. II W; ITI >< U; ::I z (;') (') 0 AI ~ 0 0 ;0 I c ;';;:;1 ~:l:: I .[ ~ ~ ,. ..0 r- :::0 r.' ~ >- ::::0 .! -< I ;;;:;:0 0 . 0 0 ~ ... 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I I 0)9 6"-RO 0 '/6" PtR FT'l SEE SITE P ~AN rOR CONTINUATION 6" ~RD DOVIN 6.-RD 0 l/e" PER FT SEE SITE P~AN fOR CONnNUAlION 6" -RD DOYltl ~ ~ o - c cr 1 'lo II< .... D.. ~ o Ii! .1 ... r AT NEW KITCHEN ADDITION SKETCH FROM UNIT 0 - RENOVA lED KITCHEN ROOF DRAINAGE PIPING PLAN Oli" 8 Vb,. 15 i4 n. SCALE: l/e".1'-o. ~ ~ ~~ ~ I ~ . ~ ~ ljl~ WEBSTER . i DETENTION FACIUTY I i ...UOU.T.... QEOaG6A.. I !liWl~1 I ~~ ~! -l N .'~I- nil . u:tor Hi: *TAs)( D7 * f} _. U,ft:n fJ.. c-r -I':-. 7:) ....... J ;J c., N IlD - :l L'" ~f)n -. L/'I /.~ -- J.......". 1 /...1 l.. .J N.J~.A._... J ~.,. f). IA."" /1. I <..,..' f1" AJ JiBAE.... -,,..,0' ~'f -I "T:Jn' Ii" 1- 1 ~,I II t.~J I t. "1 "2 /,.IJ Y J.I" -, uti 3 J j ...... h 1_ \ ~ ~ " t::" .A 0# t. ~ '/6 l2...JL , ~oV.)t e:," n ~- ~'; .)t JIll \; .J; ~I/ ~q3 ,"" " 'I'I 5 t2,1 - 31/ ,,', :J ' "I" ~tJJ,/ R....J , . L 1.1. ... A~ II "" r"... -1 ~J.I :J (,. " ~ -.... .AI., "L /.-;y ..JJ) ~J,. ~ ~/~ lJNJp -;,. 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".. j <i-J; ~j.,- , ~ ....J ,~:- d (,.~ J..Jp -UJ ,^;LJp ~, - .. _.- - 1 ..-, M I ~ ~.ltJ / ~.. II -- - --' ~14J-;Jt QJ/3,tJr< tq'}S MJL. - ~ / ..- -- '7~ 7';t){ GfIJ.aII_ - Jf I J.~ I .AIJ.c'"l ~ -- il ..::).'? no 4~' "'- .d / f. 1'1. 11l7+ "'I L I 'In I ., J". 1'1 , J:J... I n~ (.,r ,." .Jj I_ I .<'T I " a.~, 0/# 1<<. '1::J. ~ d.'1. 5/ IJ Ib,oL ~ .A. u.. lit If. ~ 6 "., P .:J - II /~ ~j ", 10 t!Jt:) , Ie ,-..,'] ~ III Aa( JI ,,.. # .... I '~DD fI ~I" 1At) .t ~lM , GU>~11'} A> --~n ~iAINl r I I II I I 1- .....1'" ~ r..li '" :3 ~ !:>, ,~, i~ .~ ::> ~ , 1- _ , n rl--< iii 8 1 1 I J "'I ^ 71 1 I." U - ~.l -... " Ib ~ I II~ ~I" - "'F\ ..- 3~~ 'Ii 1 I - _I 1 .l ~~ 1 1- - I II f)f) 1 :'0.1) I- i~{) bit.: D. o J . MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA, INC. EQUIPMENT, PLUMBING FLOOR DRAINS ROOF DRAINS Oia. Standard With Inll'ipl Add for ill. Sediment With. lead Buckel Backwalcr F1uhiag- VaIwl (Manhollf5) (Manhours) (Manbours) (MallhOUI'$) Dia in. SWldard With Add for Undcrdeck ExpJoint Add for Lead _ ._ Clunp _ ~l1ing. (ManDoun) (M-.nbCNl'S) (Manhoun) (M&l\hours) '1. 3 4 5 6 1.88 2..O:J 2.25 2.55 2..85 2.63 2..78 3..00 338 3.75 3.00 3.23 3.38 4.05 4.35 1.50 l~O 1~0 '1..2.5 1.25 '1. 2.25 338 .75 1.50 3 2,40 3,S3 .~ 1.50 4 2.63 3.75 1.05 1.50 5 3.00 4.13 1.28 2.2.5 "'6 3.38 4.50 150 2.25 Note: *Lead flashings are job fabricated Note: *Lead flashings are job fabricated GUTTER DRAINS TRENCH DRAINS - HEAVY DUTY TYPE INCLUDES FRAME & GRATE Dia. Swdatd AcId (or Bach 15. Extclllion (Manhours) (Manhours) Add .90 Man Hours Car each additional section in. 1-1'1.][24 JlICh Scctiol1 .90 Man Houn 2 3 4 5 6 1.88 2.03 2.25 2.55 2.85 .75 .75 .75 U3 1.13 Oia. Sweat Screw ill. (ManholU'$) (MlIDhoun) TRAP PRIMERS In 1.00 1.13 CLEANOUT PLUGS & COVERS VENT FLASHINGS W/12- HIGH BOOT JOB FABRICATED Dia. Floor Wall Dia 4" Sheet 6# SIIeel in. in. Lead Lcad (Maahours) (Muhours) 2 1.23 .71 3 1.3:2. .75 2 2.25 2.63 - ~4 1.$6 .80 3 2.2S '2.63 5 2.1S .84 ~ l.25 2.63 6 2.43 ~7 5 3.00 338 8 2.'10 .92 6 3.00 3.38 CMCAA 1m 14-2 . Jlcvision -o1-(WlSm) 0& . MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA. INC. PIPE CAST IRON SOIL PIPE . LeadJt.-SingJe Hub 10FLLoeath SFLwp .Via. Scw.Wt. X-Hvy ~.Wt. X-H". in. I1J2 :z :J .. oS ~ a 10 12 15 NeopmIle Jt.-Singto Hub 10Ft.~ sP,t.LeaaIlh No-Hub Serv. WL X-Hvy. Med. W1. ~_ WL x-8vy: _ Serv. WL 10Ft. Dia. I~ .11 .u .1.S 3fJ .11 .14 .14 .17 ...17 .lll J2 .20 .2A :D 32- .18 ~1 .23 ..23 :n .1.S :u .30 .JS Al .23 Z1 .30 ..2S .3S .204r- .30 3S .A2 .. n .n 3S ..3.5 A4 .23 35 .012 .50 .60 .n .36 M ..42 ..51 ~76. .48 ~ .AS .IU .44 .54 .59 ..56 .71 31<. s .on .16 I.OP 57 M .78 .7<4 oS3 .51 .69 .71 !l'J 133 .63 :12. .t2. ..a9 LID S2 1.08 J..SO . 1.41 .on JIO Ul 1.Illl 1..26 CAST IRON SOIL PIPE DOUBLE HUB - LEAD JOINT 10FL~ 5 PI. J..eqda 3Oin.~ Serv. WL X-Hl')' Serv. WI. X-H\')' Serv. WL X-Buy 2 3 4 5 Ii 3 10 12- 15 .23 .23 3S .3S .60 .60 .32 35 51 .54 .1,7 .J9 ...... ..45 .6S .71 1-0 1.17 .S! '" .so .83 -'4 .60 .90 .95 1.10 U6 1A3 US LS8 1.1,3 1.60 2.M CAST IRON SOIL PIPE DOUBLE HUB - NEOPRENE GASKET DiL 10 PL J..eusdl IlL BuY. Wt. X-H\')' 1 3 .. 5 Ii 8 1.0 12- 1.:5 .5 Ft-1..eIIgtb Serv. w,- X-Hvy 3D i4.. Leaatb SaY. Wt.. X-Hvy .18 .18 .26 .17 A'l .~ 34 :J.9 36 AZ .62 .66 .n .36 .48 oS6 .so .16 .41 .45 .60 .Q .45 oSl .68 .77 .86 1.01 Lll 135 1.31 U6 1.S6 US 4-14 Revision-5-(511183) . MECHANICALCONTRACTORS ASSOCIATION OF AMERICA, INC. . FITTINGS SERVICE WEIGHT CAST IRON NO HUB CLAMP JOINT Dia. 1/4 114 Ik.nd 114 D~d Tapped Tap 1/4 I>ou1lle Lang 1/4 Bend 1/4 Bend 1/4 Bend lIS 1/6 lftl In. Bend w/2' '11/2' 114 Bend Bond l-R 1/04 1/4 Short l.Dllg Loag Bend Bend Bend Side Heel w/Spjgot wlSpigot BClld &nd S'IIIeep Sweep Sweep Outlet Outlet l-R Ilt'2 .30 .66 35 .30 Z 39 .71 .56 .49 ..41 .42 39 .39 38 3 .57 .72 .n .&3 .64 -'9 .62 .s3 .s6 .s6 .54 4 .75 .92- .91 1.11 .81 .78 ~ .77 .74 .74 .72 S .96 1.02 1.07 .90 6 1.16 1.19 @ ~ 8 1.41 1.49 10 2..07 1.76 Cia. Lang 1/16 San San San Tec San Tee San Tee San Tee San Tee San Tee Tapped Tlpped San Tap In. 118 Benli Tee Tee w'l' 90' '11/2-2" ",/2'-4S' '11/2-2' wf1." 45" '01/2.-']," San Sal\ Tee Tee 'III Bend 1-R S.O. 9OS.0. S.O. 45 S.O. S.O. 4S S.O. Tee I-R Side Tap AboYc Abow CUJ.n. Or J..Il. 11/2 .48 .29 .42 Jl.4 .80 2 .65 38 .56 051 1.02 1.01 1.61 3 .54 ..In .12 ." .92 .75 .92 .75 .n UIZ 1.34 2.03 4 .86 .71 1.08 1.01 .95 1.13 .95 1.13 2..18 5 .89 1.43 U9 2.75 6 l.O7 US 1.44 8 1.22 2.16 1.68 Dia. Wyc Wye Tap Double Double Tapped Upright Upright Comb. Comb. Comb. Wyc DbIe Dble In. 1-11. Wyc Wyt. Wyc Dble Wye Wyc W~& Wyel: " 1/8 Bead Comb. Comb. l-R l-R Wye l-R lJ8 &1Id 1/8 BoIld R~ 1-11. Wyc& Wyr.&:. 1-11. 1-R lftl Bend 118 Bend 1-11. 11/2 .42 .44 2. .$4 1hZ .72 1..65 ...59 .s6 .$1 .75 3 .81 .72 1.34 1.07 1.()6 2.00 .84 .75 .Il4 .74 .77 1.11 .9'2. 4 1.10 1.01 2.11i 1.47 1.41 3.60 1.17 1.04 1.16 1.02 1056 1.31 5 1.41 131 1.80 ~ 134 6 qf 1.59 2.24 2.17 8 1.82 2.TI ~~ 10 3.00 Di1. San SaIl SaD Cross San ~(lIS San Cross San Crou Sa.n CnIss FIg. Tap -rap Test Tapped Incrca.se In. CtOls Cross ...../Side "11/2.-'1: 910: w/2.-Z" 9112-2" SaIl. San. SaIl. T" Exl. ----- 1 R--blel Sid_. Side Sid 4'"3ixIt. Crvn OOJl UOIS WIO ""PiCce " Inlet Inlet InI~t Inlet I-R BTS Above Abow Ctr.l.n. Ctr.Ln. 1112 .~6 1.38 1.3S 2 .72 1.58 1.61 .41 .B6 .48 3 1.07 .90 1.22 1.40 1.23 1.41 1.38 1.46 1.9S .60 lJi2 .6' 4 1.41 1.26 loSS 1.74 1.s8 1.7-4 1.83 3054 .81 2.13 5 .96 6 l.32 OMCAA 1982 5-45 Revision -04-(OSXlII&) . MECHANICAL CONTRACTORS ASSOClAT10N OF AMERICA, INC. . FITTINGS SERVICE WEIGHT CAST IRON NO HUB CLAMP JOINT DiL Shorl Hub Tap Tap Female Blind P-'D:ap LoaS Loag Deep T~p Tap In. Reducer Adapter .Adapler Adapter l-R. l'lug P- Ttap Tap Seal P- Trap p- Trap xFPT xFPT P-Trap P-1'nLp l-R l-R 11/2 .71 .69 .17 32 ,74 .72 2 33 ,57 .81 .81 .60 .21 .41 .48 n .44 .86 .86 3 .45 .83 .99 .68 .29 .60 .71 4 .62 1.11 1.79 1.16 .39 .a6 .14 5 .78 2.30 1.47 .48 6 ~ 3.50 2.66 ,57 1.47 8 4.23 3.38 .63 10 ISO Dia. Slack Stack Wasle Wasil. R.eYCllI ~~t 'I'appcd Tapped San Tell 114 Bend San. 'lap Reducing In. Base Base Tee w/4-4S' Tee w12. Crcn San CrOlJ S&l1 Cross wrrop w/En.. 2" Tee wnap Une Test Filling Awns w/o wfZ-45" Taps waste a. w/4 l-R wrrop Tap Heel on Top Tee wlo wto BTS BiSl-R Taps 2 ~Jlt waslll& Tap- OpcDin, Plug l-R 2 Wilt l-R UfZ 2 1.62 US 1.02 1.49 3 .69 .60 z.39 3.9' 3.87 5.40 .81 4 .98 .90 .98 .71 OMCAA 1982 '-45.1 Re'lisiOA -04-(05101182) ~ MECHANICAl CONTRACTORS ASSOCIATION OF AMERICA, INC.. HANGERSt SLEEVESj INSERTS HANGER, ROD & MACHiNE DRIVEN SELF DRiLUNG SHIELD . Hanger Rod C1~~ y~ 2. Rod 2 Rod 3 Red Add to Size Si1.c Type ~oU ll.oIl Trapeze Trapeze Trap. for in- in OL pipe 1/l-2 3/8 l.OS 1.13 2.12 1.88 2.18 .1S 2112-3112 112 1.11 1.20 Z-22 1.97 2..91 .17 "-5 5/S UO 1-'0 2..78 Z-'2 3.74 .18 6 314 $ 1-'8 2..90 2..63 3.89 .20 6-12 718 1.6 1.88 332 3.03 4.50 .21 14-16 1 1.80 2.1n 3ST 3.26 4.85 .27 18 1 1/8 1.95 2..11 3.86 3.51 S.22 .33 20 11/4 2.12 2.40 4.17 3.78 5.63 .39 24 11/4 2.3Q 2.63 4-'2 4.0I! 6.08 .45 NOTES: l.lWtgcr s~ musl be selcc:U:d 10 _oda1e stad s.tdle or insula1ion if SO specified. 2. Add fot saddlll$ or shields. Hanger Sizes Slteelmetal Steet In. Shield Saddle IllIG 2. .23 .75 141024 .30 1.13 HANGER, ROD & .C. CLAMP INSTALLATION Hanger Rod Oms Yoke 2 ltod 1-Rod 3 Rod Add 10 Size Size 1)'pe RoU Roll TrapcU Trapeze Trap. tor in. in ea. pipe 1/2-2 3/8 .86 .93 1.73 1.49 2.19 .15 21/2-31/l 1/2 .92 1.01 1.83 U8 2.33 .17 4-5 5/8 .98 1.08 1.94 1.68 2..48 .18 6 3/4 1.04 L16 2.06 1.79 2.63 .2D 8-12 7/8 1.10 1.31 2.18 1.89 2.79 .21 14-16 1.'23 1.46 2043 2.12 3.14 :n 1& 11/8 1.38 1.64 2.n 137 3.51 .33 --20 - '-11/4 .---- ~_. '1.83--- ----- 3m 2.64 M2 .39 24 11/4 1.68 2.C16 3.38 2.94 4.37 ...s NOTES: 1. Hanger me must be se\eelcd 10 accommodatr. mc1 wldle or insulation If $0 s~ifJed. 2. Add for saddles or shielcls. Hanger Sizes In.. I11l0 Z 141024 SlIeetmctal Shield .23 .30 Steel Saddle .75 1.13 CMCAA1972 9-3 ReWion -o1-(04IOlf72.) . MECHANICAL CONTRACTORS ASSOCIATION OF AMERICA. INC.. HANGERS, SLEEVES, INSERTS General Notes 1. Hanger labor is based on individual hangeJ'$. When pipes are grouped together. adjustments must be made. Eumples: A. Multiple risers in pipe shafts B. Several paranelllnes in a comdor or pipe tunnel 2. Average rod length is three (3) feet based on aU threaded rod. 3. Maximum ceiling height is thirteen (1.3) feet 4.Labor is included to clean out insert. 5. R.emember to oveJSize hangers which must go over insulation. (Example: On chilled water lines). or acx.ommodate steel saddleS (Example: On high pressure steam lines). 6. Additions IIlust be made to labor units in tables for: a. Each pipe on trapeze hangen. b. Sbeetmetal shields. Co Steel saddles 7. Labor for preparation of sleeve and insert sbop drawings is not included. 8. Trapeze are similar to cl1annels back to back; for 2 rod approximately 4'-0" long and for 3 rod approximately 8' -0" long. 9. See SPECIALITIES H.V.&A.C. for spring isolators. RISER CLAMPS Hanger Size Manhours (inches) 1/1. -2 27 2 tf2 - 31/2 3D ~-15 33 --=:> II - 10 .36 12-14 .41 16-20 .4' HANGERS, ROD & INSERT FOR PLYWOOD DECK Hanger Rod Oevis Yoke ZRod ZR.od 3 Jlod Addta Site S'1Zll Typo Roll Ron Trapeze Tr~ Top. fot In. ill. e.a.pipe 11l-2 318 1.05 1.13 2.13 UIS 2.78 .1$ 2 1/1. - 31/1. III 1.11 1.20 2.22 1.93 2.91 .17 4-5 '18 1.17 1.28 2.33 2..00 3.06 .18 (j 3/4 1.23 135 2.45 Z.18 3.11 .2D 8-12 7/8 1.29 1.50 2.57 2..28 333 .21 14-16 1 1.43 1.65 2.82 2.51 3.71 .27 18 11/8 1058 L.83 3.11 2..76 4.50 .33 20 11/4 1.74 2.03 3.-42 3.03 4.60 .39 24 11/4 2.1)2 2.25 3.77 3.33 .uS .45 NoteS: I. Halller site m\l&t be selected lo lIl:COmmodalC st.eclaadd~ or iasulation if JOlpccified 2. Add for .addles and shiel<h. Hanser sizes Shc:elmtlal S\cel in. Shield Saddle 112. 10 12- .23 .75 141024 .30 1.13 OMCAA 1972 9-1 bvision -Ol-(04Al1l72) \