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Home My WebLink AboutChange Order - 05CITY OF RENTON Community and Economic Development CONTRACT CHANGE ORDER AGREEMENT 2/12/2026 CONTRACT: CAG-25-257 CONTRACTOR: Andersen Construction Company of Washington, LLC CHANGE ORDER: 5 SUMMARY OF PROPOSED CHANGE: DESCRIPTION: ORIGINALCONTRACT AMOUNT (W/ WSST) CURRENTCONTRACT AMOUNT (W/ WSST) NETCHANGETHIS ORDER (W/ WSST) REVISEDCONTRACT TOTAL AFTER CHANGE $1,248,000 $1,592.469.49 $ 2,271.90 $1,594,741.39 Additional Calendar Days: None. SIGNATURES: Contractor:Date: Bogdan Tishchenko, Andersen Construction Company of WA, LLC ProjectManager:Date Paul Hintz, Project Manager ApprovedBy:Date: Justin Johnson, Development Engineering Director ApprovedBy:Approved via email 2/13/26 Date: 2/13/26 Gina Estep, CED Administrator ApprovedBy:Approved via email 2/19/2026 Date: 2/19/26 Cheryl Beyer, Senior Assistant City Attorney Item No.Qty. Description UnitPrice Amount w/WSST 1 1 additional painting required due to the revision of the glulam beam connectors per RFI 002. N/A $ 2,271.90 $ - $ - Total this ChangeOrder: $ 2,271.90 CAG-25-257, CO #5-26 Page: 1 of 1 CHANGE ORDER NO. 00 Andersen Construction Company of Washington LLC5601 6th Ave South Suite 550 Seattle WA 98108 USA 00 Legacy Square Phase 2 PROJECT: CHANGE ORDER NUMBER: Issue Date: 02/02/2026 510 South 3rd Street Renton, WA 98057 OWNER: OWNER: ARCHITECT: CONTRACTOR: FIELD: OTHER:CONTRACT DATE: CONTRACT FOR: ARCHITECT'S PROJECT NO: 10/30/2025 General Construction THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if application, attach or reference specific exhibits. Also include agreed upon adjustments attributable to executed Construction Change Directives.) The original Contract Sum was $1,248,000.00 The net change by previously authorized Change Orders $344,469.49 $1,592,469.49The Contract Sum prior to this Change Order was The Contract Sum will be increased by this Change Order in the amount of $2,271.90 The New Contract Sum Including This Change Order $1,594,741.39 RESERVATION OF RIGHTS: This Change Order includes the direct cost elements identified above and, unless otherwise specifically stated, does not include any amount for changes in the sequence of work, delays, disruption, rescheduling, extended overhead, acceleration, and/or impact costs which are not possible to assess at the present time. Right is expressly reserved to make claim for any and all of these related items of compensable cost overrun prior to final settlement of this Contract. This Change Order does not include adjustments to the Contract Sum or Contract Time that have been authorized by CCD, but which have not yet been incorporated into a Change Order. NOT VALID UNTIL SIGNED BY THE CONTRACTOR AND OWNER (Firm name) BY (Signature) (Typed Name) DATE (Firm name) BY (Typed Name) CONTRACTOR DATE (Signature) (Signature) OWNER DATE (Firm name) BY (Typed Name) Andersen Const. Co. of WA Bogdan Tishchenko ARCHITECT Per RFI 002 Paint Exposed Glulam Beam Buckets $2,271.90CR-008 This fixed price change order is for the additional painting required due to the revision of the glulam beam connectors per RFI 002. Note:**Costs do not include general condition and general requirement cost compensation for time impacts. Andersen reserves our rights to general condition and general requirement cost compensation for time impacts caused by this change should they be needed at the end of the project.** Pricing does not include Washington State Sales Tax (WSST). WSST will be applied at each billing. BUILDER OF CHOICE Page 1 of 2 Change Request CR-008 February 04, 2026 Job Name: Legacy Square Phase 2 Job Number: AWA25SP016 Subject: Per RFI 002 Paint Exposed Glulam Beam Buckets Date Initiated: 2026-01-29 This change request is submitted, as required, for your review and approval. Amount: $2,271.90 Time Extension Requested: Reference: Scope Description: Per RFI 002, the Simpson knife plates connectors changed to accommodate the skew / tilt of the beams. Per the RFI recommendations, the connector was changed to a bucket resulting in exposed metal. No cost to change of bracket. Added cost for additional paint. Change Request Cost Breakdown Direct Cost of Work Amount Paint HWPH Buckets - Guernsey Ostergard $1,577.85 Protection at Glulam Beams & CLT $470.05 Change from Simpson CJT6Z to HWPH6.88X custom hangers (No cost) $0.00 Subtotal $2,047.90 Cost of Work Add-Ons Volume Driven Liability Insurance (1.25%) $28.00 Bonding (1.00%) $22.00 Overhead / Profit up to the first $50,000 (16%) $75.00 Overhead / Profit up to the first $50,000 for each subcontractor (6%) $95.00 Payroll Driven Liability Insurance (1.25%) $4.00 Total Change Request Amount $2,271.90 Supporting documentation and detailed cost of work is attached as required. Please indicate your approval of this Change Request by signing below and returning one (1) copy of this transmittal letter to Andersen Construction. The Change Request will be incorporated in a su bsequent Contract Change Order. By executing of this Change Order, contractor acknowledges and agrees that it has been fully compensated for all change in the Contract Sum and Contract Time effected through a written change order, satisfaction for all costs incurred, labor performed, and material and equipment furnished. Contractor: Owner: Andersen Construction Company of Washington LLC Date City of Renton Date Bogdan Tishchenko Andersen Construction of WA, LLC. 5601 6th Ave South Seattle, WA Phone: 206-763-6712 Job: AWA25SP016 Renton Legacy Square - Phase 2 Bogdan Tishchenko October 28, 2025 RFI (#0002) Request for Information Title: CJTZ at Skewed Connection CC: Drawing Ref.: S2.01, 1 / S6.00, 6 / S6.00 Spec Ref.: Other Ref.: Trade RFI#: Kalesnikoff RFI 002 Cost Impact: TBD Schedule Impact: Dollar Amount: Calendar Days: Question: Per the manufacturer installation information, The CJT6Z connector requires special attention to ensure correct installation. The beam must be installed perpendicular to the support member. See attached CJTZ warning statement from the manufacturer for reference. Suggestion: Please review the manufacturer warning statement and confirm that the CJT6Z is an acceptable connector at locations where glulam beams do not come into support at 90-degrees per the beam skew in plan. Attachments: CJTZ_Load_Table.pdf S2.00.pdf RESPONSE Assignee(s): At the (6) sloped and skewed glulam hangers, use a Simpson HWPH6.88X hanger. At the (2) purely sloped conditions, the CJT6Z hangers remain acceptable. At contractor's option, the HWPH6.88X can be substituted at these locations. 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PL E A S E C O N F I R M I F C J T Z CO N N E C T O R I S A C C E P T A B L E AT S K E W E D C O N N E C T I O N S . Simpson Strong-Tie® Wood Construction Connectors 123 So l i d S a w n J o i s t H a n g e r s C- C - 2 0 2 1 © 2 0 2 1 S I M P S O N S T R O N G - T I E C O M P A N Y I N C . CJTZ/HCJTZ Light and Heavy-Duty Concealed Joist Ties The CJTZ/HCJTZ are concealed connectors. They can be installed three ways: with no routing of header/post or beam; a routed header/post, or a routed beam. It is part of a concealed connector system that includes the CPTZ and CBTZ. The HCJTZ is a heavy concealed beam tie to be used with large glulam beams resisting heavy loads. The HCJTZ features a unique shape that allows installers to insert the connector into the end of the beam without a visible slot cut into the bottom of the beam. Material: CJTZ —12 gauge; HCJTZ — 10 gauge Finish: Galvanized Installation: •Use all specified fasteners; see General Notes. •The CJTZ/HCJTZ is supplied with all dowels and screws required. Screws require a hex-head driver. •Router end of beam for screw heads for flush installation. •The carried member may be sloped up or down to 45° with full table loads. •The CJTZ only is available with two dowel lengths. To order: specify short (e.g. CJT3ZS) or long dowels (e.g. CJT3ZL) (see footnote #1 below). Options: •See technical bulletin T-C-CJTZ at strongtie.com •For additional concealed beam connections, see Mass Timber Construction catalog, pp. 188–191 at strongtie.com Codes: See p. 11 for Code Reference Key Chart Chamfered Steel Dowel (galvanized) CJTZ 23⁄4" short dowel CJTZ/HCJTZ 43⁄4" long dowel CJTZ 1⁄2" dia. HCJTZ 3⁄4" dia. Typical CJTZ Installation (dowels should be centered in beam; HCJTZ similar) 16 CJT5Z (others similar) H1 1½" 25⁄16" 2½" 5½" 2" 21⁄16"typ. 1⅓2"typ. 1¼" HCJTZ US Patent 10,442,123 Warning: This connector requires special attention to ensure correct installation. The beam must be installed perpendicular to the support member. The connection’s components may be damaged if the beam is rotated from its opposite end during or after installation. Damaged components may not be noticeable and may reduce the connector’s load carrying capacity. CJTZ Sloped View These products are available with additional corrosion protection. For more information, see p. 14. Typical HCJTZ Installation Model No. Min. Joist Size Dimensions (in.) Fasteners (Quantity – Type)Allowable Loads Code Ref. H1 H2 Header Joist Pins (2 ¾" or 4 ¾") Uplift (160) Floor (100) Snow (115) Roof (125) Douglas Fir–Larch CJT3Z 4x6 5 9⁄16 4 7⁄16 (6) ¼" x 3" SDS (3) ½" 985 1,050 1,050 1,050 IBC, FL, LA 4x8 5 9⁄16 4 7⁄16 (6) ¼" x 3" SDS (3) ½" 1,540 1,730 1,730 1,730 CJT4Z 4x10 7 515⁄16 (8) ¼" x 3" SDS (4) ½" 2,625 2,970 2,970 2,970 CJT5Z 4x12 89⁄16 7 7⁄16 (10) ¼" x 3" SDS (5) ½" 3,160 3,935 4,520 4,580 CJT6Z 4x12 10 815⁄16 (12) ¼" x 3" SDS (6) ½" 4,305 4,220 4,220 4,220 Glulam CJT3Z 3⅛" x 7 ½"59⁄16 4 7⁄16 (6) ¼" x 3" SDS (3) ½" 1,540 1,835 1,835 1,835 IBC, FL, LA CJT4Z 3⅛" x 9" 7 5 15⁄16 (8) ¼" x 3" SDS (4) ½" 2,625 3,180 3,180 3,180 CJT5Z 3⅛" x 10 ½"89⁄16 7 7⁄16 (10) ¼" x 3" SDS (5) ½" 3,160 3,900 4,480 4,570 CJT6Z 3⅛" x 12" 10 8 15⁄16 (12) ¼" x 3" SDS (6) ½" 4,305 4,510 4,860 4,860 HCJTZ 5 ⅛" x 15" 13 1⁄16 13 1⁄16 (22) ¼" x 3" SDS (7) ¾" 9,210 8,465 8,465 8,465 PSL CJT3Z 3½" x 9 ½"59⁄16 4 7⁄16 (6) ¼" x 3" SDS (3) ½" 1,540 2,220 2,220 2,220 IBC, FL, LA CJT4Z 3½" x 9 ½"7515⁄16 (8) ¼" x 3" SDS (4) ½" 2,625 2,810 2,810 2,810 CJT5Z 3½" x 9 ½"89⁄16 7 7⁄16 (10) ¼" x 3" SDS (5) ½" 3,160 3,980 4,285 4,285 CJT6Z 3½" x 11 ⅞"10 815⁄16 (12) ¼" x 3" SDS (6) ½" 4,305 4,640 4,640 4,640 HCJTZ 5 ⅛" x 15" 13 1⁄16 13 1⁄16 (22) ¼" x 3" SDS (7) ¾" 9,210 8,465 8,465 8,465 1.Center dowel in beam. Short dowel (½" x 2 ¾") is for use with 3 ⅛" glulam beam, 4x sawn lumber, or 3 ½" wide PSL. Long dowel (½" x 4 ¾") is for use with 5 ⅛" glulam beam, 6x sawn lumber, or greater widths. 2.Fasteners: SDS screws are Simpson Strong-Tie® Strong-Drive® SDS Heavy-Duty Connector screws. See pp. 21–22 for fastener information. Warning: This connector requires special attention to ensure correct installation. The beam must be installed perpendicular to the support member. The connection’s components may be damaged if the beam is rotated from its opposite end during or after installation. Damaged components may not be noticeable and may reduce the connector’s load carrying capacity. PLEASE CONFIRM THIS CONNECTOR IS ACCEPTABLE AT LOCATIONS WHERE GLULAM BEAMS DO NOT COME INTO SUPPORT AT 90-DEGREES. -ACCO, 10/28