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HomeMy WebLinkAboutCHANGE ORDER - REQUISITION - 24639SECTION 00950 CHANGE ORDER NO. 02 PROJECT TITLE: NIX FARM LOAFING SHED, BID NO. 5906 CONTRACTOR: WALSH CONSTRUCTION, INC. PROJECT NUMBER: 5906 DESCRIPTION: In preparing change orders show in order as separate numbered paragraphs the following: 1. Reason for change: Design error of beam and log column connections 2. Description of change: Revised beam and log column connections 3. 4. Change in contract cost: $2,562.20 5. Change in contract time: This Change Order will bank additional 3 days with a total of 8 days in bank. No change at this time (Attach additional sheets as required) ORIGINAL CONTRACT COST..................................................$107,711.00 TOTAL APPROVED CHANGE ORDERS..........................................5,849.00 TOTAL PENDING CHANGE ORDERS.................................................00.00 TOTAL THIS CHANGE ORDER.......................................................2,562.20 TOTAL % OF THIS CHANGE ORDER TOTAL % OF ORIGINAL CONTRACT ... 8% ADJUSTED CONTRACT COST.................................................$116,122.20 (Assuming all change orders approved) ACCEPTED BY REVIEWED BY APPROVED BY cc: City Clerk Project File Contractor Purchasing Engineer 6 v` Date T ze r Date 5?1W - Date Thu, Aug 25, 2005 Potential Change Orders Detailed (with Cost Info), Grouped by Each Number Nix Farm Loaflng Shed Project # 10405 Tel: 720-234.7651 Fax: PCO #: 004 812612005 Added Framing Connections Pe Category Reason Reference COR Number PCCO Number Change Order Owner Directive Notes Task Name Revenue Code This Chance order Is gar Weeks 8 Associates, Inc. Letter dated August 17, 2005. Inoludinp the revised beam to lap connection and Beam to foundation connection. Please note that Ian $huff has requested that we use rough sawn western cedar #2 or better instead of the oraasura treated 2x8'a as noted by Weeks & Associates. Summery: Estimate Proposed Approved Al Requested Days: 3 Budget: 0 �•s 7. 0 0 Approved Days: 0 Cost: —�sw GS 0 Itemized Details: General Description Quote Due Quote Reed Allocation Estimated Proposed Approved Al 001 — 9/1/2005 Budget; 392 0 0 Beam to Post Connection -114 Thick Plates and bolts (7 each) $54 per Cost; 392 0 0 connection 7 connections 002- - 911/2005 Budget: 58 0 0 MelerlaLCM&for previous beam to column connection (4 boas) 7 Cost: 56 0 0 connections $2 each 003- - 9/1/2005 Budget: 770 0 0 Additional labor for revised beam to column connection 2 hours each Cost: 770 0 0 connection 3551perhour 004- - 9/1/2005 Budget: 462 0 0 Prolog Manager Printed on: 8/25/2005 pm6database J,.. Thu, Aug 25, 2005 Potential Change Orders Detailed (vAth Cost Info), Grouped by Each Number Western Cedar #2 or better 8 Bolts for Beam to foundation Connection. Cost: 462 0 0 005- - 9/1/2005 Budget: 660 0 0 Labor to Install revised Beam to Foundation (3 Hours each connection) 12 Cost: 660 0 0 xS55/hour 006 - - 9/1/2005 Budget: 351 0 0 ) 5/ r t'� Overhead and Profit Cost: 351 0 0 Prolog Manager Printed on: 8.!25/2005 pm6database 2005 12:06PM ALLER * LINGLE ARCHITECTS �� s P.C. rs DATE: August 17, 2005 TO: Sieve White /Trent Asbury FAX NO: 221-65U / (720) 221a1772 FROM: Ian Shuff 7AX NO.: (970) 223-1833 PROJECT NAME: Nix Farm Loafing Sheds PROJECT NO.: 0437.03 NUMBER OF SHEETS FOLLOWING THI:> SHEET: 4 Attached are details for column to beam both beams let in to it. i hanks, Ian Shuff, Assoc., AIA Aller-Lingle Architects P.C. No. 541:3 P. 1 /5 FAX COVER SHEET checking on the bracket type for the column 712 WHALERS WAY • BLOC. 8, SUITE 100 - PORT COLLINS • COLORADO • 80325 (970) 223-1820 phone (970) 223-1833 fax - o5ice@alter-lingle.com - www.allealingle.com 0 EAU;, i7• 20051 12:07IV WEEKS & Msc;cc. 19-20i 22S-2No. 5413 °. 2%5e, 2 August 17, 2005 Aller-Lingle Architects 712 Whalers Way Building B. Suite 100 ort Collins, Colorado 80525 Re: Nix Farm Loafing Shed Fort Collins, Colorado Project No. 24433 Gentlemen: Weeks & Associates, Inc. Structural Engineers On August 12, 2005 Weeks & Associates observed sorne wood connections at the referenced project. Enclosed are additional framing connections to be used. 'rf we can be of further assistance please contact us. Sincerely, i Po Weeks & Associates, r, s...N o� � 382i}7 Wendy S. Thomas, P. 9 p % r�r structural Engineer S�oN^�, ,�g,,. '. N-• n '3012 tural r er Weeks &: Associstav, leo, 300 Boardw91k Drive, Building 3, Unit D. fort Collins, CO 80525 phone 97012s- Z422, Fax 9701225.2622 7. 2005:12:07PM WEEKS & ASSOC. (970) 2?5-2No. 5413 P. 3%>>.3 BEAM CONN. TO LQG POST fi 0 LOG -� .— 5 10. x 13 F457 1/2 GLU{AM BEAM ? /a THICK PLATE `,1;rJUGM BOLT TO TOP GLULAM BEAM w/ (4) 1/2"0 BOLTS i F BEAM GL 1 , THROUGH BOL TO 7HICK PLATE LUG POST w/ (J) THROUGH BOLT TO 1/2"0 BOLTS GLULAM BEAM W/ (4) 1/2"0 BOLTS 9.d LOG POST g FRONT NIX FARM FORT COLLINS. COLORADO PROJECT NO. 24433 AUGUST 17, 2005 WEEKS & ASSOCIATES NROUGH BOLT TO 3LULAM BEAM w/ :4) 1/2.0 BOLTS THROUGH BOLT TO LOG POST w/ (3) 1/2"0 BOLTS Pot � s ON;1l a _nw� '. 2005:12:07PM WEEKS & ASSOC. BEAM C( N N TO FOUNDATION 2ViERS PER PLAN / -0 THROUGH BODE J C BEAM 0 3-26 TRIMMERS a A 2-2x8 TREATED BOLTED TO GLULAM BEAM, TRIMMERS AND FOUNDATION AS SHOWN (2) 1/2"0 x 7" HILTI KWIK BOLT II EXPANSION ANCHORS () BOLT. IIZLT EXPANSION ANCHORS S1/8"x13 1/2" GLULAM 3&1M 3-2x6 3TUDS is?oi22s-2No. 5413 ?. 4%5:..4 2x6 TREATED TOP PLATE cV CONCRUE FOUNDATION / WALL NIX FARM FORT COLI.INS. COLORADO PROJECT NO- 24433 AUGUST 17, 2005 WEEKS 84 ASSOCIATES 17. 2005 12:07PM No. 541 3 P - -),, 5 5fRAC<ET ELEVATION SCALEz 1-1/2' 6- V-04