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18-049 - BN Builders - Public Safety Plan: Justice Center Construction Management (Amendment K-L)
CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 007 DATE: 313012020 PROJECT NO.: 91630501 PROJECT NAME: PSP — Justice Center TO: BUDGET NO.: 305.98 CONTRACT NO.: 18-049.1 ( ) 18-049(1) Council Approval N/A Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: See Attached Exhibit "A" We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 3/30/20 Contractor BNBuilders By Original Contract (without tax)* Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT Title Project Manager $ 34,049,999.00 $ 1,048,945.00 N. $ 292,045.00 1 By $ 35,390,989.00 Original Contract Time: 546 days (December 18, 2020) Additional Contract Time for this Change Order: 0 days Updated Contract Time: 546 days (December 18, 2020) APPROVED BY THE CITY OF TUKWILA Date 11 I 6 IZVZI7 Deputy City Administrator SOJ Program Director ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File *The original contract value is construction only and does NOT include preconstruction or amendments to preconstruction. k t Si- X 1 i I/A11 C A CITY OF TUKWILA Project Name Project # TO CONTRACTOR: °"-SU A Y FC AN - PUBLIC SAFETY PLAN Justice Center CO # 07 9163050E Contract# 18-049.1 (L ) Date 3/30/20 BNBuilders 2601 Fourth Ave, Suite 350 Seattle, WA 98121 COP/CCD # Description Reason Code Amount COP 5009 Conformed Set Documents & Post -Bid Value Engineering per ASI 003 and 017 (Revised). The Conformed Set, issued May 10, 2019, incorporated all post -bid addendums into the contract documents. The Guaranteed Maximum Price (GMP) included a Value Engineering (VE) Target Allowance of $1,277,297. Following execution of the GMP contract and negotiated final pricing with subcontractors, the project realized actual VE savings of$1,097,520, a delta of$179,777 plus contractor markups. This COP also incorporates added costs of $50,830 for structural steel added in the Conformed Set structural drawings, not a VE but a result of further design development. The VE deducts plus structural adds results in an overall delta of $230,607 plus contractor markups. The contractor has eliminated their markup on the self- performed structures bid package as negotiated by SOJ. CS $242,137.00 COP 5034 Support Steel Added for Windows (Revised). Revised details for window opening framing and added steel to support windows per RFI 091, 091.1, 091.2, 091.3, 095, 095.1 & 095.2. Revised details were coordinated between Architect, Envelope Consultant and Contractor to improve exterior envelope. DC $13,030.00 COP 5061 Roof Anchor Interfaces per RFI 224. Relocated the roof anchors to avoid interferences and conflicts caused by structural joists and structural steel. DC $1,727.00 COP 5081 Non -Contact Visiting Wall Coordination per RFI 312. Revised the pass through and intercom system in Court Visiting Rooms C141 & C142 to install a lockable paper pass in lieu of the pass thru shown in bid documents. Requested by Courts staff. OC $5,945.00 COP 5083 Uneven Surfaces on Structure Supports per RFI 255 and East Storefront Steel Conflicts per RFI 314. Revised storefront details were coordinated between Architect, Envelope Consultant and Contractor to improve exterior envelope. DC $4,388.00 COP 5087 Downspouts Added at West Canopy per RFI 318. Added four downspouts, one at each canopy column, not shown in bid documents. DC $7,700.00 COP 5092 Gap at Exterior Framing and Interior Slab per RFI 332. Added metal angle and insulation to span gap between exterior stud framing and interior slab edge at Area A Level 2. DC $10,014.00 COP 5094 Wall Type Clash with Steel Brace per RFI 272. Revise stud framing to accommodate structural brace steel per RFI 272. DC $2,048.00 COP 5113 Gap at Nail Laminated Timber (NLT) Panels per RFI 301. Added vertical backer rod and sealant joint to seal the expansion gap at NLT panels. Revised details were coordinated between Architect, Envelope Consultant and Contractor to improve exterior envelope. DC $2,630.00 COP 5137 Diffuser Change per RFI 382 and Duct Relocation. Revised diffuser in B116 to a wall mounted grille. Relocated large diameter duct away from upper window in Area C to improve natural light in Courtroom. DC $2,426.00 Change Order No. 07 $292,045.00 BNElui ders March 26, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 003 & ASI 017 — Conformed Set Documents Dear Ethan, In accordance with ASI 003 & ASI 017, BNBuilders hereby submits our proposal for incorporating the conformed set of documents and post -bid value engineering options. The total proposal of this subject work is Two Hundred Forty -Two Thousand One Hundred Thirty -Seven dollars $242,137.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5009 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek(&,soseai.com) Geri Urbas (geri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) BNBuilders 2601 39h Avenue. Suite 350 Seatdc2 ,,A1A 98121 T: 2063813443 F. 206.3823440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 003 & 017 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5009 DATE: 312612020 DESCRIPTION OF CHANGE: ASI 003 & 017 for the conformed set of documents and incorporation of post -bid value engineering Items to note: The VE for landscaping was incorporated into CP 5018 The VE for electrical was not fully accepted through ASI 003 & 017 as well as a portion previously included within the bid value through addendum 5 Value Engineering Allowance BP2.41 Rhine BP 03.00 BNB'(Foundations/Structure/Waterproofing) BP 03.01 Site Concrete BP 06.40 BNB (Architectural Casework) BP 07.40 Northshore Exterior BP 07.50 Axiom BP 08.10 Doors, Frames and Hardware BP 08.40 General Storefronts BP 09.20 Northwest Partition BP 09.50 Acoustical Assemblies BP 09.60 Great Floors BP 09.90 Northwest Complete Contracting BP 10.00 Misc. Specialties / Equipment BP 12.20 Iris BP 14.20 BNB (Elevator) BP 21.00 Columbia Fire BP 22.00 Johanesen BP 26.00 Valley BP 31.00 Iliad BP 32.12 Paving and Striping BP 32.90 R E Sides Landscaping $1,277,297.00 -$2,061.81 $50,830.00 $0.00 -$255,107.00 -$144,000.00 $0.00 $0.00 -$89,767.00 -$4,794.00 $0.00 -$6,600.00 $0.00 -$75,026.00 $0.00 $0.00 $0.00 -$78,068.00 -$176,729.00 -$265,367.00 $0.00 $0.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark -upon MACC Costs Rounding Adjustment $230,607.19 $11,530.36 -$0.55 Total Change Request $242,137.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 003 COP #: 5009 Contractor Name: BN Builders BP 03.00 Structure DATE: 312612020 DESCRIPTION OF CHANGE: Added/Revised steel per ASI 003 - Conformed Set of Documents Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $o.00 $0.00 $0.00 $0.00 $o.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $o.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $50,830.00 $0.00 Total Subcontractor Change Request $50,830.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 8% Apex Steel, Inc, I Apex Tower Crane, Inc. Thank you for the opportunity to present this bid. If not accepted within 30 days of the bid date this quotation wiUbesubjeottochanXe. Contact: Rich Tanaka Email. rich @apexstee|.corn Teepbone:42S-8G1-952O Registration numbers: Washington —APEXI|*O43C7,Oregon —l6l76O,Montana —149Z57 Union affiliation: NVVIronworkers Local 86and NVVOperators Local 302 Addendum: We propose to furnish labor, equipment, and consumab|es in order to erect structural steel as shown on the structural drawings dated 5/10/19. All work is to be done in a timely manner and in accordance with the structural drawings and the AISC code of standard practice. Thank you for your time. 05120 Structural Steel — Installation only Lump sum to install Structural Steel Scope of work — install: 05120 s1.2b 05120 add mmbeam 05120 mmhss column 05120 s1.3a 051:0 am*hsscolumms 05120 add o~rbeams 05120 delete smobeams 05120 delete rmetal deck openings 05120 m.au 05120 add 4wf beam, 05120 ,1.3n omuo delete ometal deck openings mxxo s6,1 05120 added hssoaming at trash enclosure 05160 add for plan grid sign un 01010 weld down 10fall protection anchors Conditions nfbid: * Per original quote. Exclusions: Accredited by: °= Lean Construction Institute American Welding Society Apex Steel, Inc. y3SKirkland Ave, Kirkland, VVAy8O33 (p)425.8Gl.JS2O wwwapexsteeicom Page l Apex Steel, Inc. I Apex Tower Crane, Inc. 0 Per original quote. Accredited by: ^ ° "RAk Lean Construction Institute Welding -,.ty �V in{ Apex Steel, Inc. g35Kirkland Ave, Kirkland, VVA88O33 (p)425.8G1.9528 wwwa0exsteeicom Page )1Alk \lrk) Quote number: 9022 PCO 3R Quote date: 6/21/19 Structural & Miscellaneous Steel Fabrication — Shearing — Press Brake — Plasma 102 South 100 West - P.O. Box 59 - Franklin, Idaho 83237 - Phone: 208.646.2600 - Fax: 208.646.2700 - www.lundahlironworks.com (Customer CHANGE ORDER # BNBuilders Attn: Jeff Clark 2601 4th Ave, Suite 350 Phone: 206-550-0960 Seattle, WA 98121 Fax: 206-382-3440 Jobsite: Tukwila WA. Project: Tukwila Justice Center We are pleased to quote the following for the above referenced project, Addendum #5 Delay: # of Days Days NOTE: Due to extreme volatility and demand in raw material market, we are only able to guarantee pricing until 6/28/19. After this time, we will need to re-evaluate on a daily basis to check material availability and increases. Section 232 has now been signed into law, and at this time we are unaware of what impacts this will create to the raw material market. Description Material Cost Labor Addenda # 5 Add (13) W8x10x10' , W12X19X25replaced by W14X22X25', Add 4X4X5/16X20' 9,047 6,526 Add (3) W8X10X10', Add 4X4X5/16'X20' Add (1) WX8x10X10 Trash encloser roof, (4) 4x4x6' extensions Add (3) 4X4X5/16X15', (2) 4X4X5/16"Xl 0' Decking added Credit (1) W12X19X20 & (1) W12X22 -1,655 Detailing Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. Signature: Date: Please return a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company, 544 Exclusions: Decking powder actuated fasteners and deck screws, Safety restraint systems, column covers, pre cast stair treads, Gage metal, Grout, Erection or Installation, Anchors for other trades, Concrete reinforcing, Aluminum, Stainless steel, Light poles, Signage, Engineering, Chain link fence, Finish paint (including powder coating), Buy-out items, Roof curbs, Bridging attachments, Simpson clips, Special Inspections, Ornamental Iron, Catch Basins & Trench drains, Burglar Bars, Liquidated damages, Embed placement drawings, Templates, Stair nosing's, and all Items not specifically listed above. Notes: We reserve the right to review our pricing upon receipt of new or revised information. Sub Total, 14,462 CERTIFIE Sales tax ©, FABRICATC Total Price, 14,462 Total weight estimate, DeowaS Dennis Archibald email: dennisa@lundahlironworks.com Terms: Net 30. Interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in writing before field repair can commence. Shop Welding per E70S-X. Quote number: 19022 PCO 1.R1 Quote date: 6/21/19 Structural & Miscellaneous Steel Fabrication -Shearing - Press Brake - Plasma 102 South 100 West - P.O. Box 59 - Franklin, Idaho 83237 - Phone: 208.646.2600 - Fax: 208.646.2700 - www.lundahlironworks.com (Customer CHANGE ORDER # BNBuilders 2601 4th Ave, Suite 350 Seattle, WA 98121 Project: Tukwila Justice Center We are pleased to quote the following for the above referenced project, Delay: # of Days 5 Days Attn: Jeff Clark Phone: 206-550-0960 Fax: 206-382-3440 Jobsite: Tukwila WA. NOTE: Due to extreme volatility and demand in raw material market, we are only able to guarantee pricing until 9-30-19. After this time, we will need to re-evaluate on a daily basis to check material availability and increases. Section 232 has now been signed into law, and at this time we are unaware of what impacts this will create to the raw material market. Description Material Labor Addendum #3 (4) W12x96 4' longer, (1) W12x14 revised to W12x22 Added (1) HSS 1/2x6x6x12, (1) W14x22x30, (2) W12x16x21 (1) W18x50 revised to W21x62x25, (4) W8x10x12, (1) W21x44x42 (1) W10x26 revised to W12x35x28, (1) W10x30 revised to W12x35x30, 16,094 12,150 (1) W10x26 revised to W12x35x30, (1) W10x30 revised to W12x45x30 (1) W10x26 revised to W12x45x30, (1) W10x26 revised to W10x30x20 Revised 35 Base plates, Added(2) 4x4x1/4 Braces. Detailing Freight Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. Signature: Date: Please return a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company. 2,000 0 Exclusions: Decking powder actuated fasteners and deck screws, Safety restraint systems, column covers, pre cast stair treads, Gage metal, Grout, Erection or Installation, Anchors for other trades, Concrete reinforcing, Aluminum, Stainless steel, Light poles, Signage, Engineering, Chain link fence, Finish paint (including powder coating), Buy-out items, Roof curbs, Bridging attachments, Simpson clips, Special Inspections, Ornamental Iron, Catch Basins & Trench drains, Burglar Bars, Liquidated damages, Embed placement drawings, Templates, Stair nosing's, and all items not specifically listed above. Notes: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied by General Contractor. Material Cost, 30,244 Detailing, Freight, - (F.O.B. jobsite) Sub Total, 30,244 Sales tax @, Total Price, $ 30,244 Total weight estimate, 24,688 lbs. CERTIFIED FABRICATOR 1:)eviAAls ArcKbaid Dennis Archibald email: dennisa@lundahlironworks.eom Terms: Net 30. Interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in writing before field repair can commence. Shop Welding per E70S-X. Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: DESCRIPTION OF CHANGE: Prefab Courtroom Benches vs. Shop Fab: -$24,831 Alternate Solid Surface Manufacturer: -$22,800 CCD/ASI #: ASI 003 COP #: 5009 DATE: 1211612019 Eliminate Horizontal Tube Steel Supports at Courtoom Half Walls: -$4,000 Remove L1 Lobby Wood Wall Feature in its entirety: -$185,276 Revise Detailing of 3Form Panel: -$5,000 WD-1 Wainscot (Remove from Area B):-$13,200 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) -$255,107.00 $0.00 Total Subcontractor Change Request -$255,107,00 To the best of my knowledge and belief, t certify that all costs listed above are correct. Contractor Signature Date 15% 8% B N B PROJECT: Tukwila Justice Center OWNER: City of TUkwila ARCHITECT: DLR Group PRECONSTRUCTION SERVICES VALUE ENGINEERING ANALYSIS No. BID PACKAGE TITLE Proposed DP 03,00 FoUrsdatiOrt, Strbeture and Wattiritrboring 1 it_opiate Stair Section at Level 2 with Ships Ladder at SI 2,500 2 Total for BP 03.00 $ 2,500 BP 66.40 AitiiitettUrat CebeWelli Alternate 03 Substitute Dim Lumber 0)05 3- 2' Glu•Lam 5/15/2019 I Accepted j Rejected 1 Comment BNB ROM - Delete stairs, rails; add rails at landing, add ships ladder $ - Reconciled with Line Item 6 below 2 Revise 3Forrri to 4 x 10 Maple Veneer Panels In Courtroom $ 18,000 Accept with the understanding we tan match color; it not, we can change order later OLR countered with the following color choices: • SS-li LG (Hi•Ma05)VB01 Merapl • SS•2: LG (Hi•Macs) 0103 Graphite Granite CONFIRMED IIMISZONNO 7 Revise thickness of quartt (might be too thin) $ 3,000 10 11 Trellis at HUB Provide movable tables in lieu of HUB Island (Island with Live Edge Clop) $ $ 9,000 Total for BP °GAO 9,000 $ $ 21,000 116137140 EXterioriSteringljerget A1711,000) 1 Option 41 - Back of House Revisions Per 3Form discussion with OLR, detailing can be revised; TEAM TO ACCEPT AND TARGET $5K+ OF VE IN DETAILING ACTUAL VALUE FROM SUBCONTRACTOR Keep in the project BNB ROM 2 Option 82 - Full Revision (Linea ILO Tectiva) 3 150,000 3 Total for BP 07.40 68 1,0 Driorb. FrOtreS And irOldeibre 1 Add for Security Hardware Chang. 2 Door Hardware VE (assume 10) 3 A122 JV Holding; A124 and 4125 Holding; A127 and 0120 Interview, 5137 and C138 Group Holding Room; 0141 and C142 Inmate Non Contact Rm - see change below Utilize BarrierDek in Lieu of Trussbilt 6,120 4 A122 JV Holding; A123A and 123B Booking; C141 and C142 Inmate Non Contact Rin -see change below Utilize Impact rated glazing in lieu of Type III glazing 210 'Hard' Interview- Room 4,127 and A128. see changes below Remove P2 Detention Walls 10,000 Remove BarrierDek Ceiling 1,340 6 C141 and 0142 Inmate Non.Contact Roorn • see changes below a Utilize HM Frame and Door Similar to Hard Interview Rm 10,000 Remove 92 Detention Walls • 8,400 c Remove BarrierDek Ceiling 900 7 Reduce Size / Configuration of Clerks Windows • to 7'6' 3,600 a Reduce Size/ Configuration of Clerks Windows - to 70 • 2,400 Reduce Size / Configuration of Court Reception Windows- 7'6' $ 3,600 Reduce Size / Configuration of Court Reception Windows- 7'0" 3,600 9 Utilize Viking SOIL 10 go pro -lab bench at all holding locations (Viking. stainless steel, 10ga1 in A122. A124, A25, c1.37, C138; Total for BP 08.10 50,170 $ 150,000 $ - This is for the BP 8 portion of the added CR addendum ROM of $40k ($B0k was split between BP 8 and 26) $ 2,500 ROM Plug; OLIO to review and provide list of door hardware and related anarns teduction; DIFFICULTY WITH ACHIEVING QTY DUE TO PROGRAM/USER NEEDS BNB ROM • Approx 765 sf 0 $8/0 ROM BNB ROM - Approx 105 sf @ $2/s1 aND ROM • Approx 500 sr Et $20/sf BNB ROM - Approx 134 sf @ $10/sf BNB ROM - Hardware cannot be detention grade - assumed commercial for this ROM BNB ROM -Approx 420 sf 0 $20/sf BNB ROM - Am. 90 sf 010/00 BNB ROM - Based original height and reducing to 7'6' BNB ROM -Take another 6' to get down to 7'0 BNB ROM - Based original height and reducing to 7'6' BNB ROM - Take another 6' to get down to 70 No credit- CML did not include- no specifioations for this detention bench 18 2,500 1 Change interior studs from G60 to G40 $ • PER NWP, MAY NOT BE ANY SAVINGS PER NWP • BNB IS STILL PURSUING 2 Remove AWP-4 in 'Soft' Interview Rooms (A103, A104 and A106), Add Back Paint (color TBD) $ 2,023 Approx 285 SI of AWP-4 3 'Hard" Interview. - Room A127 and A128- see changes below Provide Impact resistant GWB with Security Mesh $ (19,322) ADDS TO OFFSET P2 AND BARRIERDEK REMOVAL Provide Impact resistance GWB Ceiling w/above . ADDS TO OFFSET P2 AND BARRIERDEK REMOVAL 4 0141 and 0142 Inmate Non•Contact Room • see changes below Provide impact resistant GWB with Security mesh $ (15,602) ADDS TO OFFSET P2 AND BARRIERDEK REMOVAL Provide impact resistance GWB Ceiling w/above ADDS TO OFFSET 92 AND BARRIERDEK REMOVAL 5 Remove -light wells" associated with deleted skylights $ 7,900 ACCEPT WITH ITEM 1 UNDER BP 10.00 6 Add back acoustical spray at skylight deletion $ • $ (900) ACCEPT WITH ITEM 1 UNDER BP 10.00 Total for BP 09.20 (32,902) 7,000 - Collekoretve People, ProereesIve Builders PAGE; 1003 PRINTED: 5/13/2019 Itemized Change Order Proposal Attention: Liz Van Wieringen Project: Tukwila Justice Center COP /RFI#: Date: 8/6/20 1 9 NSE Ref: NSE #3 By: Dave Masters Work Description Add to change the Northclad AL panels to the 10' long panel size inplace of the VE option to use standard size panels QUANTITIES LABOR MATERIALS EQUIPMENT No of Unit Units Description $/Hour Total S/Unit Total Rate Total Labor Shop Journeymen 40 Per Hr $ 82.43 $ 3,297.08 $ - $ - Shop Foreman 6 Per Hr $ 87.95 $ 527.68 $ - $ - Field Journeymen Per Hr $ 87.73 $ - $ - $ - Field Foreman Per Hr $ 93.25 $ - $ - $ - Delivery Driver Per Hr $ 43.77 $ - $ - $ - Material $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ $ - Equipment 20 ft flat bed 0 Per Hr $ - $ - $ 57.00 $ - 8 ft 1/2 ton Pe Hr $ - $ - $ 32.29 $ - Finn Power Shear Genius Per Hr $ - $ - $ 396.14 $ - RAS 90 Break 40 Per Hr $ - $ - $ 74.28 $ 2,971.20 CNC Router Per Hr $ - $ $ 89.51 $ - Salvagnini Per Hr $ - $ - $ 342.57 $ - 45 ft boom Manlift (Rented) Day $ - $ - $ 450.00 $ - 65 ft Boom Manlift (Rented) Day $ - $ - $ 500.00 $ - 26 Ft Scissor Lift 1000# (rented) Day $ - $ - $ 300.00 $ - $ - $ - $ - Subtotals $ 3,824.76 $ - $ 2,971.20 Safety act expense @ 2% of direct labor $ 76.50 Small tools expense rr 3% of direct labor $ 114.74 Transportation $4.76 per Field Foreman Hour $ - Subtotals without overhead & profit $ 4,016.00 $ - $ 2,971.20 Other Expense: Subtotal of all expenses (labor, materials, & equipment) $ 6,987.20 Contractor liability insurance = I.75 %of labor, materials, & equipment $ 122.28 Total value of work for this contract before overhead & profit $ 7,109.48 15 % overhead & profit $ 1,066.42 Total Value of work for this contract including overhead & profit $ 8 . .1 Exclusions: BNB negotiations with $6,000.00 Northshore Note: All owned equipment rates are from the National Ro Copvrieht2003. Rented equipment as quoted, Contractor agrees that by ordering Northshore to proceed on such above mentioned work, contractor agrees that such work is above and beyond the scope of the original contract, and accepts this itemized breakdown in its entirety as fair compensation for such work. Contractor fitrther agrees that by ordering such extra work, it shall issue a change order as soon as possible, regardless of whether or not owner approves such changes. ng Contractors Association's, "Roofing Contractors Equipment Cost Schedule Ninth Edition, CONTRACTOR APPROVAL The Contractor/Owner by signing below hereby orders Northshore Exteriors, Inc. to proceed with the above mentioned extra work, and will issue a formal Change Order as soon as possible. Signature Date Name (printed) Title NORTHSHORE EXTERIORS, INC. 11831 BEVERLY PARK ROAD, BLDG C • EVERETT, WA 98204 * 425.740.3700 • Fax 425.740.3701 www. northshoreext. com NORTHSHORE Project: Tukwila Justice Center Change Order Proposal Attn: Liz Van Wieringen COP/RFI No: Phone: NSE Ref: VE Option #2 Fax: NSE Contact: Dav Date: August 6, 2019 DESCRIPTION: We are the offering the following deducts if the panels change from what is shown on the base bid set of plans to what is shown on the attached color elevation. Change the Linea FCP to an AEP Span PS-12 in a 22ga standard color Deduct <$9,700> Change the NorthClad Panel to AEP Span PS-12 in a 22ga standard color Deduct <$91,950> Change the NorthClad perforated panel to a Morin C-40 1/2 exposed fastener Deduct <$12,350> corrugated perforated siding panel with a 40% open area using 3/8" holes on a 9/'16" stager in standard color .040 aluminum Delete the NorthClad panel and leave the Kingspan carrier panel exposed Change all the NorthClad Panels to a .050 standard color aluminum and use a standard 3/8" hole on a 9/16" stagger perf pattern in a standard panel size TOTAL PRICE: $150,000 EXCLUSIONS: Deduct <$27,000> Deduct <$9,000> NOTES: All deducts must be approved or this VE option is void CONTRACTOR APPROVAL The Contractor/Owner by signing below hereby orders Northshore Exteriors, Inc. to proceed with the above mentioned extra work, and will issue a formal Change Order as soon as possible. Signature Name (Printed) Date Title NOORE to i OV1OR'S, iIOC. 11831 BEVERLY PARK ROAD, BLDG 'C' * EVERETT, WA 98204 * 425.740.3700 * Fax 425.740.3701 www. northshoreext. co m Jeff Clark From To: Rob Cantrell ^Rob[antneU@genstorofnnntoom> Wednesday, April 24,Z0193:13PK4 GehUrbas Jeff Clark RE: Tukwila Justice 3B60VS. SB70XL Good afternoon, Sorry, | have been out ill the past few days. For the glass, below isthe S9pricing from the least expensive ofUSand Canadian vendors. US vendors 3B70XL $11.31/SF SB60 $9.84/SF SN68 $9.64/SF Canadian venors SB70XL $12.44/SF SB6Q SN68 $9.57/SF Canadian vendno,���nes oddS%/f.delive/edafter7y2019 When |break-out the 3Form portion of the job, as if we were hired to do that portion only, my quote to you would be From: Sent: Friday, April 19, 2019 10:03 AM To: Rob Cantrell Cc: Jeff Clark Subject: RE: Tukwila Justice SB60 VS. SB70XL Thanks Rob. | need Lo report back toOCUonMonday toprep for their meeting with the City onthe same afternoon. | would like to providethem with two options: 1. Savings from the 70XLtVSBGO gave me _ Savings from .—XL __ __-_ .-_- 3. Kgoing toCanadian vendor resuksbettesavi—foreach item above — great. VVehave been discussing the 3Formglass alot (BNB.Owner and Arch), The Arch is aware that the they drew the glass iomaking itvery expensive (talking tuthe 3Formmanufacturer/vendor). What isthe, overall value ofthis work? Reason we're asking —xveneed tAtarget o.reasonable 'amount to reduce this scope via simplifying the details. | think this exercise should only /reduce the vendor's supply cost. Thanks and have a good weekend. From: Rob Cantrell «Rnb[antreU@genmnrefnontznm> I NORTHWEST PARTITIONS Page 1 of 2 REQUEST FOR CHANGE ORDER Ref.# COR-0002 External/RCO# GC Ref# CP 5009 Date May 20, 2019 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 To: BN Builders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: Conformed Set changes dated 5/10/19 Labor Quantity UOM Unit Total Rate Total Layout 0.50 Hrs 0,50 77.99 $39.00 Frame Soffits / Ceilings 4.00 Hrs 4.00 73.73 $294.92 Frame Interior 4.00 Hrs 4.00 73.73 $294.92 Hang Interior GWB 5.50 Hrs 5.50 75.43 $414.87 Fire Tape 1.00 Hrs 1.00 73.39 $73,39 Finish Tape 9.50 Hrs 9.50 73.39 $697.21 Frame Soffits / Ceilings -38.00 Hrs -38.00 73.73 -$2,801.74 Layout -2.00 Hrs -2.00 77.99 -$155.98 Hang Interior GWB -12.00 Hrs -12.00 75.43 -$905.16 Finish Tape -23.00 Hrs -23.00 73.39 -$1,687.97 Total Labor -$3,736.54 Material Size Quantity UOM Unit Price Total 3 5/8" SLOTTED TRACK 250 33EQD G60 101.00 PCS 1.183 LF $11 83 362S143-20T STEELER 1' 214 00 LF .585 LF $12519 3 5/8" SF TRACK 125 30EQD G60 10' 1.00 PCS .52 LF $5.20 1-1/2" X 1/2" U-CHANNEL 16GA. (54MILS) 10' 3.00 PCS .481 LF $14.43 5/8" TYPE "X" DRYWALL! X58 4'X12' 5 00 SHT .481 SQFT $11544 90 SETTING COMPOUND 18 LB BAG BAG 2.00 EA 15.60 EA $31.20 LITE ALL PURPOSE COMPOUND BOX 2.00 EA 12.81 EA $25.62 362S143-20T STEELER 1' -1,215.00 LF .585 LF -$710 78 3 5/8" SF TRACK 125 30EQD G60 10' -52.00 PCS .52 LF -$270 40 1 1/2"X1 1/2" ANGLE 20 GA. (33MILS) 10' -52.00 PCS .364 LF -$189 28 5/8" TYPE "X" DRYWALL! X58 4'X12' -19.00 SHT .481 SQFT -$438 67 90 SETTING COMPOUND 18 LB BAG BAG -4.00 EA 15.60 EA -$62.40 LITE ALL PURPOSE COMPOUND BOX -10.00 EA 12.81 EA -$128 10 90 DEG PAPER BEAD WITH METAL EXTRA WIDE EVEN LEG LF -520.00 LF .364 LE -$189 28 Sub Trades Acoustic Finish Spray Quantity UOM 1.00 EA Total Material -$1,660.00 Unit Price 833 00 EA Total $833.00 Total Sub Trades $833.00 Equipment Quantity UOM Unit Price Total 19' SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - -73 00 EA 3.76 EA -$274 48 SKYJACK-SJ1113219 19' SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - 13 00 EA 3.76 EA $48 88 SKYJACK-SJ1113219 Total Equipment -$225.60 Total Miscellaneous Charges Total B&O Tax .48% GL Insurance 1% -$22.99 -$48.12 Total Miscellaneous Charges -$71.11 20006 - 144th Avenue NE, Woodinville, WA 98072 T 425-375-2500 Run on: May 20, 2019 9:53 AM F 425-375-2540 http://www.nwpart.com REQUEST FOR CHANGE ORDER 2066 May 20, 2019 CONTINUED Tukwila Justice Center Notes: Added soffit height from 10' to now 6'-1" AFF at south wall in circulation A131. Deleted open ceiling skylights per detail 33/A3.4 Added FEC's - this added cost is captured on our COR #001 per RFI #019 Added roof transition detail 1/ on A4.2 - no work is provided Added a furred wall at room 6120 on A1.1B Deleted WD-1 covering at Circulation B101 on A13.1B. Adding finish tape. Page 2 of 2 COR-0002 AUTHORIZED BY: ON BEHALF OF: BN Builders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Labor Total: Material Total: Sub Trade Total: Equipment Total: -$3,736.54 -$1,660.00 $833.00 -$225.60 Sub Total: Overhead 15%: Overhead 8%: -$4,860.64 $0.00 .00% $66.64 8.00% Total: -$4,794.00 20006 - 144th Avenue NE, Woodinville, WA 98072 Run on: May 20, 2019 9:53 AM T 425-375-2500 F 425-375-2540 http://www.nvvpart.com Jeff Clark From: John Scott o»rszom` Sent: Thursday, April 1R`2Ol9]1}6PM To Jeff Clark Subject: athletic floor VE option Attachments: USRubber Survivor Sport Floor Mega Ti|epdf ]pff, U3Rubber Survivor Sport Floor Mega Tile. The PLAE spec'd rubber is sheet goods that are glued down. This material is 18mm thick or about .70 inches. Mega Tile isafloating tile floor system. The tiles are locked together using their unde1ocksystem. This tile jsaninch thick To switch to mega tile with a 20% color fleck would save about John Scott Great Floors Commercial Division 9O3lSouth 1DOthStreet Kent, WA 98032 Office: (206)241,0229x11413 CeU:O06 793-6686 Fax: (JOG)24I'2699 Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI ASI 003 COP #: 5009 Contractor Name: BN Builders BP 10.00 Misc. Specialties DATE: 12116/2019 DESCRIPTION OF CHANGE: Delete Skylights: -$41,040 Delete Half of Exa Seats (total of 17 in lieu of 34): 414,558 Skate Deterrants - Use Standard: 419,428 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Prernium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) -$75,026.00 $0,00 Total Subcontractor Change Request -$75,026.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 8% B N B aosvilitor PROJECT: Tukwila Justice Center OWNER: City of Tukwila ARCHITECT; DLR Group PRECONSTRUCTION SERVICES VALUE ENGINEERING ANALYSIS No. BID PACKAGE TITLE Proposed Revise Glazing Type SOLARBAN 60 2 Remove 3F0rm from BP Total for BP 09.40 $ - ' or .ipe a.CPTi8, 'Electrum', Delete CPT.8, replace with CPT.7 'Ash Slate' I.Deletes 4th color in Courts, optimizes area palettes to 3 each. b.CPT-10 Thaeturai, Revise to Milliken C0L122 'Pale Gull' c.CPT•11 'Iron Oxide', Revise to Milliken COL70-122 'Copper Strand' d.CPT.12 'Custom Color', Revise to Milliken COL96-71033 'Iron Oxide' I.Deletes custom carpet color and replaces with off -the -shelf variety Propose using alternate rubber flooring in Athletic Room • Total for BP 09.60 . 1 2 Provide Accent Paint in lieu of WG1 in Records Provide Accent Paint in lieu of WG4 In Courts lobby Total for BP 09.90 • `1 3 Remove Custom Waik.Off Grates 8,526 5/15/2019 Accepted Rejected Comment - $ 6,895 Owner' confirmed DLR recommendation of not accepted 1 89,767 Duplicate • BP6.40 and BP9.40 89,767 $ 6,895 2,595 No affect on design or color palette • futher review with subcontractor REJECTED UNLESS SUBSTANTIAL SAVINGS 6,600 Savings Is based on Mega Tile w/20% color fleck; DLR is reviewing CONFIRM ACCEPTED PER OAC MEETING 4/24 6,600 2,595 - s Amount accepted includes roof Add Alt 1: Potential more from GWB package and Painting Keep for now; keep talking Total for BP 10,00 8,526 22,00••91e098n1e3h 'aorta 5•50,40S1 .• •••.- •• 1 Open up conbols to CNC (Similar to Fire 'station 51) 14,300 2 Remove 5 copy room exhaust fans. Provide air removal through DOAS Instead 9,832 3 Reduce turndown ratio on DOAS units from 161 to 4:1 $ 20,000 Need to look at 5,1 ratio; not available option per the equipment manufacturer 4 Water closet and urinals to battery operated flush valves 5 8,045 5 Watsro)0091afldUrinals to manual flush valves Not an option per 4/12 meeting 6 7 Remove pressure testing on duct work Remove additional warranty for VRF system (5 yr ext to standard 1 yr) $ 30,000 $ 15,000 VE amount confirmed. This VE amount removes the 5 yr extended labor warranty component includes 10 yr parts warranty at no additional costs 8 9 Insulation reduction on RA/E/1 Insulation grade reduction (6 to 4.6) $ 18,800 3,000 Not required by code only doing for efficiency 10 Push Alt Compressor to OFCI $ 1,350 11 Delete hall guard for VRF 5,900 DLR Mech Engineer to Review prior to accepting Add Waste Line in Wellness $ (2,750) Add exhaust Vent in Wellness 0117 $ (1,121) Add Exhaust fan EF C135A and EF C1358 $ (4,938) Total for BP 22.00 78,068 $ 39,350 SP 28.00 hibetribel (rargst$600,000) • -•• • • •• -••• " • ••••-•.,:•••"‘• ••• ,•'•••,-•:••• • • ". vmmns 1 ear aS 2 Lighting savings 3 4 5 Change all low voltage cable to non.plentim rated Change locker banks to single point connection change above ground feeders to MC cables Remove room smoke detectors based on sprinkled building 7 Mechanical feeders In MC Water closet and urinals to battery operated flush valves 9 Remove single source video management system software (ref. R&N Systems narrative) 10 Remove single source card access vendor from the project- Honeywell (ref. R&N Systems narrative) 11 Remove the PLC and controls stabons from the project (ref. R&N Systems narrative) (Range, 55k.120k) 12 Change network cabling from Cat 6A to Cot 6 (ref, R&N Systems narrative) 13 Remove cameras and network Infrastructure from the public parking lot across the street (ref.118,N Systems narrative) 14 Remove the UPS system from the project (ref. R&N Systems narrative) $ 15 Remove a controlled gate from the perimeter (ref. R&N Systems narrative) 16 Reduce number of overall card readers (Assume 10) Total for BP 26.00 8.000 5/13 • Confirmed with Valley this VE amountshould hold based on EEOR Comments dn proposed VE and updated fault calcs. $ 50,000 5/13 • VE working on revised lighting package • Opt 2 and 3. VE Is targeting fixtures to meet propoSed VE. $ 20,000 $ 15,000 Lockers should not be affected by this change $ 10,000 Accepted In full as long as not exposed to view 40,000 Salto approach Cary, if ok, DLR to approach FM AI Messier to see if we can exercise this savings option CONFIRMED ACCEPTED $ 40,000 $ 3,500 ACTUAL VALUE FROM VALLEY TO DELETE 41 TOTAL $ 22,231 Give back is not as big as anticipated; Look atother systems like Lycon. Milestone $ 21,706 Honeywell is called out specifically; Do same thing $ 55,000 FURTHER REVIEW, PD Team Item; OLR/R&N to assemble narrative for this revised scope $ 40,213 $ 8,000 R&N Noted this line item VE amount appears low • should include fiber, power, pole (6 cameras) $ 33,998 3,500 FUTHER REVIEW: This Is gate for North Lot - also delete gsts $ 11,000 ROM Plug, Per Herzog, we have 85 yo 88 doors with CR; we have 150-160 doors: target quantity not real 250,729 5 131,419 wp • Remove Compression Lugs - Remove Touch Screen • Standard Panel Covers vs Door ih Door - Reduce SBDs to 1000A to Remove ERMS Series Rated Panels . 480V panels will be Series Rated ROP Panel will be metered but meters are built into the Trip Unit Collabdrative People, Progresahre Builders PAGE: 2 of 3 PRINTED, 5/13/2019 B N B arreettarri PROJECT: Tukwila heti. Center OWNER: City of Tukwila ARCHITECT: DLR Group PRECONSTRUCTION SERVICES VALUE ENGINEERING ANALYSIS No. BID PACKAGE TITLE Proposed 1 Revise Glazing Type . SOLARBAN 60 2 Remove 3Form from BP Total for BP 09.40 1 a.CPT-8: 'Electrum', Delete CPT-8, replace with CPT•7 'Ash Slate' i.Deletes 4th color in Courts, optimises area palettes to 3 each. b.CPT-10 'Chaetura', Revise to Milliken C0L122 'Pale Gull' c.CPT-11 'Iron Oxide', Revise to Milliken C0L70422 'Copper Strand' d,CPT.12 'Custom Color', Revise to Milliken COL96-70-33 `Iron Oxide' - 2 Propose using alternate rubber flooring in Athletic Room $ Total for BP 09.60 BP 09.90 Paihthig and Coattrtg% 1 Prooide Accent Paint In lieu of WC-11n Records 2 Provide Accent Paint In lieu of WC-4 in Courts Lobby Total for BP 09.90 $ 6P10.0G Spetridttres 1 Delete 10 Skylights; 5/15/2019 Accepted Rejected Comment $ . 6,895 Owner confirmed DLR recommendation of not accepted $ 89,767 Duplicate • BP6,40 and BP9.40 89,767 $ 6,895 $ 2,595 No affect on design or color palette futher teview with subcontractor REJECTED UNLESS SUBSTANTIAL SAVINGS 6,600 Savings is based on Mega Tile w/20% color fleck; DLR Is reviewing CONFIRM ACCEPTED PER OAC MEETING 4/24 6,600 $ 2,595 41,040 Amount accepted includes roof Add Alt 1: Potentially more from GWB package and Painting 2 Delete Hal of shown Exa Seats (total of 17 in lieu of 34) $ 14,558 3 Remove Custom Walk -Off Grates 8,526 Keep for now; keep talking 4 Skate Deterrents - Use standard in lieu of Custom $ $ 19,428 Total for BP 10.00 8,526 75,026 ETP 22.00 5le4hanttrat (Target $00,000) • 3 UMW Reduce turndown ratio on DOAS units from 16:1 to 4:1 Water closet and urinals to manual flush valves $ 20,000 Need to look at 5:1 ratio; not available option per the equipment manufacturer Not an option per 4/12 meeting Remove pressure testing on duct work $ 15,000 VE amount confirmed. This VE amount removes the 5 yr extended labor warranty component Includes 10 yr parts warranty at no additional costs 9 Insulation grade reduction (6 to 4.6) $ 3,000 Not required by code only doing for efficiency 10 Push Air Compressor to °Fel $ 1,350 DLR Mech Engineer to Review prior to accepting $ Total for BP 22.00 $ BP 26.00 1 Erectile. tiTargat $600,0001 .evistons o es rear 84 0 OWS. • Remove Compression Lugs - Remove Touch Screen - Standard Panel Covers . Door In Door - Reduce Ms to 1000A to Remove ERNS • Series Rated Panels - 480V panels will be Series Rated • RDP Panel will be metered but meters are built Into the Trip Unit $ 2 Lighting savings $ 3 Change all low voltage cable to non -plenum rated $ 4 Change locker banks to single point connection 9- 5 Change above ground feeders to MC tables 8- 6 Remove room smoke detectors based on sprinkled building - 7 Mechanical feeders in MC - 8 Water closet and urinals to battery operated flush valves $ • 9 Remove single source video management system software (ref. R&N Systems narrative) 10 Remove single source card access vendor from the project- Honeywell (ref. R&N Systems narrative) $ - 11 Remove the PLC and controls stations from the project (ref. R&N Systems narrative) (Range: 55k.120k) $ 12 Change network cabling from Cat 6A to Cat 6 (ref. R&N Systems narrative) 13 Remove cameras and network Infrastructure from the public parking lot across the street (ref. R&N Systems narrative) 14 Remove the UPS system 1 ram the project (ref. R&N Systems narrative) $ 15 Remove a controlled gate from the perimeter (ref. R&N Systems narrative) $ . 16 Reduce number of overall card readers (Assume 10) • Total for BP 26.00 8- $ 78,068 $ 39,350 $ 8,000 5/13 • Confirmed wtth Valley this VE amount should hold based on EEOR Comments on proposed VE and updated fault cotes. 3 50,000 5/13 • VE working on revised lighting package • Opt 2 and 3. VE Is targeting fixtures to meet proposed VE $ 20,000 $ 15,000 Lockers should not be affected by this change $ 10,000 Accepted Intuit as long as not exposed to view $ 40.000 SOT to approach Cary it oh DLR to approach FM AI Messier to see If we can exercise this savings option CONFIRMED ACCEPTED $ 40,000 $ 3,500 ACTUAL VALUE FROM VALLEY TO DELETE 41 TOTAL 22,231 Give back Is net as big as anticipated; Look at other systems like Lyton, Milestone $ 21,706 Honeywell Is called out specifitaihr, Do sarne thing $ 55.000 FURTHER REVIEW: PD Team Item, DLR/R&N to assemble narrative for this revised scope $ 40,213 $ 8,000 R&N Noted this Inc item VE amount appears low' should include fiber, power, Pole (6 eameras) $ 33,998 $ 3,500 FUTHER REVIEW: This Is gate for North Lot' also delete gate S 11,000 ROM Plug: Per Herzog, we have 85 yo 88 doors with CR; we have 150-160 doors: target quantity not real 250,729 $ 131,419 Collaborative People, ProVessNe Builders PAGE: 2 of 3 PRINTED: 5/13/2019 BNB PROJECT; Tukwila Justice Center OWNER: City of Tukwila ARCHITECT; DLR Group PRECONSTRUCTION SERVICES VALUE ENGINEERING ANALYSIS No. op 09 40 tatefight/ Slating 1 BID PACKAGE TITLE Revise Glazing Type • SOLARBAN 60 Proposed 2 Remove 3F0rm ROM BP Total for BP 09.40 . n ems, arpe a.CPT•13, 'Electrum', Delete CPT•B, replace with CPT•7 'Ash Slate' 1.Deletes 4th color in Courts, optimizes area palettes to 3 each. b.CPT•10 'ChaeturaI, Revise to Milliken COL122 'Pale Gull' c.CPT•11 'Iron Oxide', Revise to Milliken C0L70•122 'Copper Strand' d.CPT-12 'Custom Color', ReviSe to Milliken C0L96•70•33 `Iron Oxide' 1,Deletes custom carpet color and replaces with ofhtheshelf variety 5/15/2019 Accepted Rejected Comment $ - 6,895 owner confirmed DIR recommendation of not accepted $ 89,767 Duplicate' BP6.40 and BP9.40 69,767 $ 6,995 2,595 No affeet on design or color palette • futher review with subcontractor REJECTED UNLESS SUBSTANTIAL SAVINGS 2 Propose using alternate rubber flooring In Athletic Room Total for BP 09.60 1 Provide Accent Paint In lieu of WC-1 in Records 2 Provide Accent Paint in lieu of WC.4 In Courts Lobby Total for BP 09.90 SP '10.00 Spelialtloe 1 Delete 10 skylights; 2 Delete Half of shown Exa Seats (total of 17 in lieu of 34) 3 4 Remove Custom Walk•Off Grates skate Deterrents • Use standard in Ileu of Custom Total fer BP 10.00 BP 22.0 feechanital (Urged $50,0190) Open up controls to CNC (Similar to Fire station 51) $ 8,526 8,526 6,600 Savings Is based on Mega Tile w/2010 color fleck; DLR Is reviewing CONFIRM ACCEPTED PER OAC MEETING 4/24 6,600 $ 2,595 41,040 Amount accepted includes roof Add Alt 1, Potentially more from GW8 package and Painting $ 14,558 Keep far now; keep taMing 1 19,428 $ 75,026 $ 14,300 2 Remove 5 copy room exhaust fans. Provide air removal through DOAS Instead 9,832 3 Reduce turndown ratio on DOAS units from 16:1 to 4:1 $ $ 20,000 Need to look at 5;1 ratio; not available option per the equipment manufacturer 4 Water closet and urinals to battery operated flush valves $ 8,045 5 Water closet and urinals to manual flush valves Not an option per 4/12 Meeting 6 7 Remove pressure testing on duct work Remove additional warranty for VRP system (5 yr ext to standard 1 yr) 30.000 $ 15,000 VE amount confirmed. This VE amount removes the 5 yr extended labor warranty component; includes 10yr pacts warranty at no additional costs Insulation reduction on RA/EA $ 18,800 Not required by code only doing for efficiency 9 Insulation grade reduction (6 to 4.6) $ 3,000 10 Push Air Compressor to OM $ 1,350 11 Delete hall guard for VRP 5,900 DLR Mech Engineer to Review prior to accepting Add Waste Line in Wellness $ (2,750) Add exhaust Vent in Wellness 0117 $ (1,121) Add Exhaust fan EF C135A and EF C135B $ (4,938) 14 1 1 Total for BP 22.00 78,068 $ 39,350 Remove single source card access vendor from the project. Honeywell (re). R&N Systems narrative) Remove the PLC and controls stations from the project (rel. R&N Systems arrative) (Range: 551,120k) ange network cabling from Cat 6A to Cat 6 (re). R&N Systems narrative) Remove a conffolled gate from the perimeter (ref. R&N Systems narrat)ve) Reduce number el overall card readers (Assume 10) Tatar for BP 26.00 $ 5/13 • Confirmed with Valley this VE amount should hold based on EEOR Comments on proposed VE and updated fault calcs. 5/13 • VE working on revised lighting package . Opt 2 and 3. VE is targeting fixtures to meet proposed VE. Lockers should not be affected by this cha 50009193 In lo as g no e os d leW Salto approach Cary if ok, MR to approach FM Al Messier to see if we can exercise this savings option ONFIRMED ACCEPTED ACTUAL VALUE FROM VALLEY TO DELETE 41 TOTAL Give back is not as big as anticipated; Look at ether systems) ike Lynn, Milestone Honeywell is called out specificalN; Do same thing FURTHER REVIEW: PD Team Item; DLR/R&N to assemble narrative for this revised scope 199N Noted thls line item VE amount appears low • hauld Include fiber, power, pale16 cameras) FUTHER REVIEW. This Is gate for NObtir Lot - also delete 3 500 8050 ROM Plug: Per Herzog, we have 85 yo 88 doors with 11,000 CR: we have 150-160 doors; target quantity not real 131,419 Revised to remove OTS areas Included in Addendum - Prebid Revised to remove OTS areas coustrorrafve People, Progreeelve Builders PAGE; 2 of 3 PRINTED: 5/13/2019 BNB ONBullders Subcontractor CP Breakdown Summary TJC Project No. SUBCONTRACTOR: Iliad cut and cap 8 ea water lines at main Conformed DESCRIPTION OF WORK: set 4A I. SUBCONTRACTOR'S DIRECT WORK Cost Event #: 7 CP #: CS 4A Document #: MP 006 Date: 5/14/2019 A. DIRECT LABOR COSTS B. MATERIAL COSTS C. EQUIPMENT COSTS D. SUBTOTAL DIRECT WORK ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) (Total A, B, C, and D Above) 10,306 560 5,079 15,945 11. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ $ $ $ $ $ - $ - $ III. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) 15% 2,392 B. Fee on Subtier Subcontractor Direct Costs (Item H) 6% IV. SUBTOTAL SUBTOTAL (Total of Parts I, II, III Above) Liability Insurance Bond Costs V. TOTAL TOTAL (Total of Parts 1, II, Ill, IV Above) VI. UNIT PRICE TOTAL TOTAL 18,337 211 185 18,733 COP Cost Breakdown Project Name: TJC Project No. Subcontractor. Work Description:. Iliad Conformed set Item 5 A Cost Event #: 8 CP#: CS5A Document # CS 5A Date: 5/21/2019 Spec Section Description Quantity Unit Prod. Hours A. Labor B. M tenal C. Equipment D. Contract Unit Price Unit Prices. Cost $/hour Cost S/Unit Costs 5/Unit Costs Operator 72 hr 72 71.46 $ 5,145 $ - $ - $ - Pipe Labor 36 hr 36 62.48 $ 2,249 $ $ - $ - pipe labor forman 36 hr 36 80.90 $ 2,912 tool truck 36 hr 36 8.04 $ 289 compactor 36 hr 36 $ - $ - 23.40 $ 842 $ - excavator 36 hr 36 $. - S - 64.11 $ 2,308 $ - Sand bedding 19 Ton $ 29.45 $ 560 $ - $ - vac truck 12 hr 8 $ - $ - 205.00 $ 1,640 $ - $ $ - $ - $ - - $ - $ _ $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ - $ $ $ - 5 - $ - $ - $ - $ - S - $ - $ - $ - $ - $ 5 $ - $ - $ - $ - $ - $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - S - $ - $ $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - Total Cost of Work A. Total. Cost of Unit Price Work 5 10,306 B. $ 560 C. $ 5,079 D. S 15,945 BNB BNB uilders Subcontractor CP Breakdown Summary TJC Project No, SUBCONTRACTOR: Iliad DESCRIPTION OF WORK: cut and cap 8 ea water lines at main I. SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: MP 006 7 Date: 5/14/2019 A. DIRECT LABOR COSTS ( Per Cost Breakdown Attached) B. MATERIAL COSTS ( Per Cost Breakdown Attached) C. EQUIPMENT COSTS ( Per Cost Breakdown Attached) D. SUBTOTAL DIRECT WORK (Total A, B, C, and D Above) 8,164 99 5,271 13,534 II. SUBTIER SUBCONTRACTORS G. Subtler Subcontractor Cost (Subcontractor Estimates Attached) Direct Cost Fee 1) 2) 3) 4) H. Subtotal Subcontractor Costs III. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) 15% 2,030 B. Fee on Subtier Subcontractor Direct Costs (Item H) 6% IV. SUBTOTAL SUBTOTAL (Total of Parts I, II, Ill Above) Liability Insurance Bond Costs V. TOTAL TOTAL (Total of Parts I, 11, III, IV Above) VI. UNIT PRICE TOTAL TOTAL $ 15,564 179 157 15,900 COP Cost Breakdown Project Name: TJC Project No. Subcontractor: Work Description: Iliad cut and cap water line 8 ea at main Cost Event #: CP #: Document # ROM Date: 7 Spec Section Description Quantity Unit Prod. Hours A. Labor B. Material C. Equipment D. Contract Unit Price Unit Prices Cost $/hour Cost $/Unit Costs Mina Costs Operator 38 hr 38 71.46 $ 2,715 - - 5 - Pipe Labor 38 hr 38 62.48 $ 2,374 - - - pipe labor forrnan 38 hr 38 80.90 $ 3,074 tool truck 38 hr 38 8.04 $ 306 compactor 38 hr 38 - - 23.40 $ 889 - excavavtor 38 hr 38 $ - $ - 64.11 $ 2,436 5 - 1" galv plug 8 ea 8 $ - 12.41 $ 99 - - vac truck 8 hr 8 - $ - 205.00 $ 1,640 - $ - - - - $ - - - _ $ - - - $ - - _ - $ - - 5 - - $ - - - - - - - - • - - - $ - - - $ - - - - $ -5 - - $ - - 6 - $ - - $ - $ - $ - - $ - - $ - - - $ - - - 0 - $ - $ - $ - - $ - $ - $ - . $ - - - - Total Cost of Work A. Total Cost of Unit Price Work $ 8,164 B. $ 99 C. $ 5,271 D. $ 13,534 tVA PROJECT: Tukwila Justice Center OWNER: Clty. of Tukwila ARCHITECT: DLR Group PRECONSTRUCTION SERVICES VALUE ENOI NEERJ NG ANALYSIS No. $ BID PACKAGE TITLE Proposed Total for BP 3100 1 g IE. Reduce landscaping by revising plant sizes and verities $ 2 DeleteNorth Lot Gate- replace with chain link gate $ - 3 Eliminate Root Watering System $ 4 Provide 12" topsoil throughout $ Total for BP 32.90 $ - 5/15/2019 Accepted $ Rejected Comment $ 65,000 isizesantl plant See proposed VEilsi for proposed sizes list variety changes; CONFIRMED VERBAL ROM OF REVISED LIST FROM LA. $ 8,500 FUTHER REVIEW: ROM VALUE PLUGGED IN, This. is gate for North lot ,. $ 8,000 REJECTED $ 22,000 REJECTED $ 65,000 j $ 38,500 Direct Construction Costs (DCC) Adjustment 37,295 $ 1.277,297 $ 242,259 MACC Contingency. 2.5 0 $ 932 31,932 6,056 Maximum Allowable 'C0n0aet Costs (MACC) Adjustment 38,227 Contractors fee: 5% of MACC 1,911 Guaranteed Maximum Price (GMP)j $ 40,138 As Bld MACC 2 8P Totals $ 24,530,232 Target MACC'2 Budget $ 22.939,110 Projected (Over)/Under ** $ (1,591,122) Accepted VE $ 1,374;691 $ 1,309,229 $ 248,315 $ 65,461 $ 12,416 I $ 1,374,69/ 1$ 260,731 I Running (OVERVUnder $ (216,431) (A) No PRIORITY ADD BACKS Proposed 1 ADD BACK Lobby Feature Wall $ 50,000 2 WD4. Wainscot In Area B (PRIORITY 4) $' 13,200 3 Alt k2- Add Posts for Basketball Sleeve $ 20,000 4 ADD BACK Skylights, Coffers, Paint $ 48,040 5 Alt 62- Provide BIOS Technology LED Boards $ 61,740. Total ADD BACKS $ 192,980. Accepted Rejected Comments. Allowance BP 6.40 BP 32.90 Landscape BP 26.00 Electrical Direct Construction Casts Adjustment- ADD BACKS 192,980 MACC Contingency. 2.5% $ 4,825 $ MACC Adjustment -ADD BACKS Contractors Fee: .5%of MACC $ 197,805 $ 9,890 ADD BACK COSTSI $ 207,695 I $ $ I$ II People, Progresslveluildors PAGE: 3 of 3 PRINTED: 5/13/2019 BNBuilders February 18, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 091 & RFI 095 — Support Steel for Windows Dear Ethan, BNBuilders hereby submits our proposal (REV 2) for RFI 091, 091.1, 091.2, 091.3, 095, 095.1 & 095.2 Added Steel for Window Supports. The total proposal of this subject work is Thirteen Thousand Thirty dollars $13,030.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5034 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (qeri.urbasAbnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) BANBuilciers. 2601 ztte Avenue, Suite 350 Sieattlei WA .98121 206.382321.43 F: 206..382:3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY 8NBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5034 DATE: 211812020 DESCRIPTION OF CHANGE. RFI 091, 091.1, 091.2, 091.3, 095, 095.1 & 095.2 Added Steel for Window Supports BP 03.00 BNB (Foundations/Structure/Waterproofing) BP 09.20 Northwest Partitions $11,419.92 $990.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $12,409.92 $620.50 -$0.42 Total Change Request $13,030.00 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5034 Contractor Name: BN Builders DATE: 211812020 DESCRIPTION OF CHANGE: RFI 091, 091.1, 091.2, 091.3, 095, 095.1 & 095.2 Added Steel for Window Supports Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $10,574.00 $845.92 Total Subcontractor Change Request $11,419.92 To the best of my knowledge and belief, I certify that all costs listed above are correct ContmctorSimMum Date 15% 8% Apex Steel, Inc. Ave935 Kirkland Kirkland WA 98033 4cs-8oeo O To: BNBuilcles 2GO14thAve Suite 35O Seattle VVASO121 Attn: Office Fax: 206-382'3440 Site Fax: SubContractor Change Order Proposal S Project: 13O0 JuoUceCenter(CP) 15005Tuhmi|a International Blvd Tukwila WA 98188 Description of Change: RFI 91 References: 015 Date Submitted: 10/22/2019 Apex Steel reserves the right to modify this proposal if site conditions have not been accurately represented. Cost Items Basic Hourly Small Tools & OH Cost Total Consumables % $81.84 4MrsJNw@ a~/Mr OHroJ|VV(]T@ $137.15/Hr 0HrsJ|yyDT@$169.83/Hr 19'SL@$5.30Hr 32'SL@ $I76/Mr 65'AVVP@ $25.45/Mr 85'/AWP@'$46.06/H, 10KForklift @y*4%.gO/Mr Welding Outfit @y$24.2O/Hr Fume Extractor @ $4.86/H, RotoHammer & Bits @k$16.44/Hr Torch Cart @ $6.83/Hr Hoisting '$2OO/Hr Engineering Detailing Docking' Materials Fabrication 10.m} 36.30 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 417]8G 404.06 12.19 4175 $458.00 Total Amount Requested: From: 4 Todd Harris Apex Steel, Project Manager EXTRA WORK OR PROBLEM: Apex Steel, Ir. I Apex Tower Crane, Inc. EWO #, CONTRACTOR'S NAME: JOB NAME: \ JOB NUMBER: EXTRA WORK AUTHORIZATION FORM DATE: EXTRA EXTRA WORK LOCATION IN ZONE # AT GRIDS & AT ELEV EXTRA WORK TO BE PERFORMED AND BILLED AS: (CIRCLE ONE) EXTRA WORK TO OUR CONTRACT: STRAIGHT TIME DOUBLE TIME OVERTIME PREMIUM TIME ( OTHER: Solution AUTHORIZATION TO PROCEED WITH THE EXTRA WORK AS DESCRIBED: GENERAL CONTRACTOR DATE EMPLOYEES NAME ST OT DT DATE SIZE EQUIPMENT FIRS 9- 1.0:7 P 17 CRANE .._, FOOT BOOM LIFT El FOOT SCISSOR LIFT F WELDING MACHINE r-, BURNING OUTFIT .._. LN 25 WIRE FEEDER :— ROTO-HAMMER & BITS HI TORQUE EXTRA WORK COMPLETE 0 YES 0 NO THE DESCRIBED WORK HAS BEEN PERFORMED AS AUTHORIZED AND THE ABOVE HO /h1 SIGN: /..-/ SIGN: GENERAL CONTRACTOR DATE CORRECT: DATE Apex Steel, Inc. 935 Kirkland Ave, Kirkland, WA 98033 (p) 425.861.9520 (f) 425.869.2797 Apex Steel, Inc. e35 Kirkland Ave Kirkland WA 98033 425-861-9520 m425-8a9-2797 To:BNBuildem 2601 4th Ave Suda35O Seattle WA0D121 *on: Office Fax: 206'382'3440 Site Fax: SubContractor Change Order Proposal Summary Project: 1308 JuodoeCe»ter(CP) 1SDO5Tukwila International Blvd Tukwila VVAB8188 Description cfChange: RF|S5.9S1.95.2 References: 004 Add Window Sill HSS Date Submitted: 08/09/2019 Apex Steel reserves the right to modify this proposal if site conditions have not been accurately represented. Cost Items Basic Hourly Small Tools & OH Amount Cost Total Consumables % Between Grid 1243 ondLN 32HroJ|VV@411.:^Hr$87.84 2 15 3,342.01� QMrsJ|W OT @ $137.15/Hr 2,81b.88 15 �32.51 0HroJmYDT@*109.83/Hr 15 19'GL@$5.50/Hr 15 32'8L@k$676/Hr 10816 15 12438 65'AVVP@ $2545/Hr 15 85'8VVP@ $46.06/Hr 15 10KFnrk|ift @ $42.90/Hr 15 Welding Outfit @ $2420/Hr 307.20 15 445.28 Fume Extractor @ $4,85/H, 15 Ro0oHammer &Bits @ $18.44/Hr 15 Torch Cart @ $6,85/Hr 15 Hoisting $260/Hr 520.00 15 598.00 Engineering 15 Detailing ' 15 Decking - 15 Mohado|v 15 Fabrication 15 Adjustmcnt 8.43 0,43 4,400.00 Total Amount Requested: 4,511.00 From: 4 Todd Harris Apex Steel, Project Manager ,7,11761282.111 Quote number: 19022 CO 12 Quote date: 7/19/19 Structural & Miscellaneous Steel Fabrication — Shearing — Press Brake — Plasma 102 South 100 West —P.O. Box 59 — Franklin, Idaho 83237 — Phone: 208.646.2600 — Fax: 208.646.2700 — www.lundahlironworks.com (Customer CHANGE ORDER # ) BNBuilders Attn: Jeff Clark 2601 4th Ave, Suite 350 Phone: 206-550-0960 Seattle, WA 98121 Fax: 206-382-3440 Jobsite: Tukwila WA. Project: Tukwila Justice Center We are pleased to quote the following for the above referenced project, Delay: # of Days 4 Days NOTE: Due to extreme volatility and demand in raw material market, we are only able to guarantee pricing until 7/30/19. After this time, we will need to re-evaluate on a daily basis to check material availability and increases. Section 232 has now been signed into law, and at this time we are unaware of what impacts this will create to the raw material market. Description RFI #91 Material, Shop and Yard Labor Detailing Freight Exclusions Erection Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. Signature: Date: Please return a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company. Exclusions: Decking powder actuated fasteners and deck screws. Safety restraint systems, column covers, pre cast stair treads, Gage metal, Grout. Erection or Installation, Anchors for other trades, Concrete reinforcing, Aluminum, Stainless steel, Light poles, Signage, Engineering, Chain link fence, Finish paint (including powder coating), Buy-out items, Roof curbs, Bridging attachments, Simpson clips, Special Inspections, Ornamental Iron, Catch Basins & Trench drains. Burglar Bars, Liquidated damages, Embed placement drawings, Templates, Stair nosing's, and all items not specifically listed above. Notes: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied by General Contractor. Material Cost, 2,888 Detailing, 420 grret, Sub Total, Sales tax @, Total Price, Total weight estimate, $ 5,809 $ I 0 0 olisTtc $3,809 ,309 778 lbs. CERTIFIED FABRICATOR Devw,ts Archi,balsi Dennis Archibald email: dennisa@lundahlironworks.com Terms: Net 30. Interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in writing before field repair can commence. Shop Welding per E70S-X. S4i7,44 'iliMaintFaiegoifolginijoiiiiiiinil,. Quote number: 19022 C014 Quote date: 7/19/19 Structural & Miscellaneous Steel Fabrication — Shearing Press Brake — Plasma 102 South 100 West - P.O. Box 59 - Franklin, Idaho 83237 - Phone: 208.646.2600 - Fax: 208.646.2700 - www.lundahlironworks.com (Customer CHANGE ORDER # ) BNBuilders Attn: Jeff Clark 2601 4th Ave, Suite 350 Phone: 206-550-0960 Seattle, WA 98121 Fax: 206-382-3440 Jobsite: Tukwila WA. Project: Tukwila Justice Center We are pleased to quote the following for the above referenced project, Delay: # of Days 4 Days NOTE: Due to extreme volatility and demand in raw material market, we are only able to guarantee pricing until 7/30/19. After this time, we will need to re-evaluate on a daily basis to check material availability and increases. Section 232 has now been signed into law, and at this time we are unaware of what impacts this will create to the raw material market. Description RFI 95.1 Material, Shop & Yard Labor Detailing Freight Exclusions Erection Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. Signature: Date: Please return a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company. Exclusions: Decking powder actuated fasteners and deck screws, Safety restraint systems, column covers, pre cast stair treads, Gage metal, Grout, Erection or Installation, Anchors for other trades, Concrete reinforcing, Aluminum, Stainless steel, Light poles. Signage, Engineering, Chain link fence. Finish paint (including powder coating), Buy-out items, Roof curbs, Bridging attachments. Simpson clips, Special Inspections, Ornamental Iron, Catch Basins & Trench drains, Burglar Bars, Liquidated damages, Embed placement drawings, Templates. Stair nosing's, and all items not specifically listed above. Notes: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied by General Contractor. Material Cost, 2,168 Detailing, 240 $ 2,500 F 0 B ubbile Sub Total, $ 4,907 Sales tax ©, $ - Total Price, $ 4,907 $2,407 Total weight estimate, 934 lbs. uCERTIFIED '<FABRICATOR t=,etn,vds Arckft&tLc Dennis Archibald email: dennisa@lundahlironworks.com Terms: Net 30. Interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in writing before field repair can commence. Shop Welding per E70S-X. I DLR Group pncU- Cr: susuecT� TvPs� City ofTukwila Justice Center DP, r E smr7/2/2019 73-17158-00 TIC RF[#n9 Exterior Framing eFi ID 091 Support Questions , PUP Info Exchange Oues//om` 1.Area Bwest elevation: Detail 5/S5.6shows the tube steel above the first floor windows about 1to2feet above the windows. Because the HSS members are not installed atthe tops ufthe first floor windows, »vewill need tnweld the stud framing to the bottom of HSS. This is because we areunable to design a light gauge header to span between the steel columns since the columns are set back from the wall. Please confirm this acceptable 2. Area Aeast elevation: Looking at architectural wall section 44/A7.1 at the roof level, there is not much room for the framing to connect to the bottom of the beam as the roof level is sloping down as seen in structural detail G/S5.6.Atthe window between grid|ines3and Sand onthe south side, there is not enough room to connect to the beam. We need two points nfconnection for the stud framing. The closer the two points of attachment are to each other/ the larger the loads are. With the roof sloping down tothe south side, the window extends above the bottom nf the beam. Therefore, we will only have one point of attachment and adding a kicker will add that second point ofattachment to the structure that is far enough away from the closure plate to have reasonable loads. Please confirm if this is acceptable or provide solution. 3.Area Anorth elevation: Imeant the north elevation between gridDnea A and G as seen in 31/A5.3 (below with the window in question outlined inred).ASfar asvvecan see, there isnot any structural steel support under this window like there isalong the east side. Go the wo|| here sits on the metal roof deck and a portion of the NLT neargrid|ine A. This vVa|| below the window is cantilevered up from the deck and we are unable to design a light gauge connection to the NLTor bare metal deck for this condition. We need more structural support for this window in the form of HSS members like the other windows, HSS posts every 4or6feet that wecan design atrack tospan between, oran adequate base structure for the light gauge framing to connect to. 4. Will all HSS members be located such that light gauge framing is not necessary between the top of HSS and the window? Response (Additional Information Needed) from: Ivan pa,ias(mpppConsulting Engineers (WA)) Pag*1ofJ Lisa Ridley To wxws Bill Brown Dillon Webster � Ethan Bernau ' | GehUrbas Jeff Clark ! UzVanwieMngen � / Sabrina Ames Steven Schmitz %�N 7/2/2O1g 00566 Please see attached. IF- KPFF 07-01-2019 Response (Additional Information Needed) from: Dillon Webster (oLmGroup) Remarks: 1, 3, and 4 should be sufficient responses to more forward with. Question 2is going to require additional coordination for Architectural to edit the window size tOallow for connection tothe beam atthat location. See comments nnsheets. -Dillon DLRGmup DLR Group DLR Group Johnsen L~� _ � ! BNBuilders BNBui|ders � BNeui|dors DLRGromp | i DLRQmup ! OTY o | nn's �--- -�' — '--�-- --1— EMAIL pnoms | ! |hd|ey@d|rgroup.conn |swmL | biU' brown��bnbUi|ders.c | /om dwebsten@dlrgmup.com ethanb@sojseazom om � ]eff.Cark@bnbui|ders.c om UzVanwiehngon@bnbo |ders.com � 206-382-3443 � 206-382-3443 / 2U6'461- � ' 6Q94x73-6O94 � � ZO6-461- Page 2 of 3 QTY DATED TITLE NUMBER Framing Support Questions.pdf SCALE SIZE Page 3 of 3 Request for Information RFINo: 091 0NWuilders Tukwila Justice Ct Construct. z50sTukwila Inter. Blvd. Tukwila, WA 98188 Date: June 19,Zn19 Submitted To: Steve Schmitz Suhmftedby: Bill Brown D0Group, Inc. 5lUniversity Street Suite6O8 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject- Exterior Framing Support Questions Dzipline Architectural Document Reference: Subcontractor, Northwest Partitions Question BNBuilders, Inc. 2OO14thAvenue, Suite 35O Seattle, WA 98121 Tel: (206)382-3443 Spec5ection: 054000 fuboontractorRF1 No:m Date Required: 6/26/2019 1.Area 8west elevation: Detail 5/S5.6shows the tube steel above the first floor windows about 1boZfeet above the windows. Because the HSSmembers are not installed at the tops of the first floor windows, we will need to weld the stud framing to the bottom ufM3S.This isbecause weare unable todesign alight gauge header hospan between the steel columns since the columns are set back from the wall. Please confirm this acceptable Z. Area Aeast elevation: Looking atarchitectural wall section 44/A7.1 at the roof level, there is not much room for the framing to connect to the bottom of the beam as the roof level is sloping down as seen in structural detail 6/S5.6. At the window between ghd|ims3and 5and onthe south side there 'isnot enough room toconnect tothe beam. Weneed two points n[connection for the stud framing. The closer the two points n[attachment are tneach othe the | the loads are. With the roof sloping down tothe south side, the window extends above the bottom nfthe beam. Therefore, wevviUun|yhawennepVintufattachmentandadd|nga kicker will add that second point of attachment to the structure that is far enough away from the closure plate to have reasonable loads. Please confirm ifthis ioacceptable n,provide solution. 3.Area Anorth elevation: I meant the north elevation between ghdUnesAand Gaoseen in 31/A5 with the window in question outlined in red). As far as we can seethere isnot any structural steel support under this window like there isalong the east side. Sothe wall here sits nnthe metal roof deck and a portion of the NLT near gridline A. This wall below the window is cantilevered upfrom the deck and weare unable todesign alight gauge cu necUontptheNLTorbaremeta|deck for this condition. VVeneed more structural support for this window in the form of HSS members like the other windows,MS6posts every 1or6feet that wecan design a track to span between, or an adequate base structure for the light gauge framing to connect to. 4. Will all HSS members be located such that light gauge framing is not necessary between the top of HSS and the window? Answer� 1. Acceptable Z D[R10 review windows height. 3. See attached sketch SSK-021 4. The intent is to have the top of HSS to be flushed with the window. Answered by: QF~ KPFF DateAnywered| 07-81-201l9 Cople5 To: Company & Contact Fax Notes Page 1of1 1.Area 8west elevation: Detail 5/SS.6shows the tube steel above the first floor windows about 1to2 feet above the windows. Because the HSSmembers are not installed atthe tops ofthe first floor windows, we will need to weld the stud framing to the bottom of HSS. This is because we are unable to design a light gauge header to span between the steel columns since the columns are set back from the wall. Please confirm this acceptable 2.Area Aeast elevation: Looking at architectural wall section 44/A7.1 at the roof level, there is not much room for the framing to connect to the bottom of the beam as the roof level is sloping down as seen |nstructural detail 6/S5.6. Adthe window between gridUnes3and Sand onthe south side, there is not enough room to connect to the beam. We need two points of connection for the stud framing. The closer the two points of attachment are to each other, the larger the loads are. With the roof sloping down to the south side, the window extends above the bottom of the beam. Therefore, we will only have one point of attachment and adding a kicker will add that second point of attachment to the structure that .isfar enough away from the closure plate tphave reasonable loads. Please confirm 1fthis is'acceptable orprovide solution. ' -- - (2) uFV, STA6Km DLR GROUP TO LOWER HEAD OF WINDOWS AT ELEVATIONS IN ATTACHED SHEET TO MEET LOWER ATTACHEMENT, PLEASE PROVIDE DETAIL OF BRACKET FOR COORDINATION. IS THIS AN 3.Area Anorth elevation: | meant the north elevation between ghd|inesAand Gasseen in31/A5.3 (below with the window in question outlined in red). As far as we can see, there is not any structural steel support under this window like there is along the east side. So the wall here sits on the metal roof deck and a portion of the NLT near gridline A. This wall below the window is cantilevered up from the deck and we are unable to design a light gauge connection to the NLT or bare metal deck for this condition. We need more structural support for this window in the form of HSS members like the other windows, HSS posts every 4 or 6 feet that we can design a track to span between, or an adequate base structure for 'the light gauge framing toconnect to. . 4.Will all H55members belocated such that light gauge framing isnot necessary between the top of B/ indow 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com RFI 091 CAP PL1i4 HS 4 4 56 @ 6"-0" BEA PER PLAN PROJECT NO. 1800576 TUKWILA JUSTICE CENTER DATE 07-01-2019 REFERENCE SHEET S1.3B BY IF SKETCH NO. SSK-21 ..., I 3,,,,,,,, .,e m, , ...rn • .,nr. 0, MUM dna° W. .....1 .1.14VI NI] ,,,, vi mini JO ALIO i:131N30 33i1snr viinani g ,-, . .q. 6 < : ‘,.; 41D_ - s . th i ,, , 0 g :.' ELM - 4D 0 ._INNIE _ LIMmi I NST STOREFRONT LANTERN mum••••• COPS. ORTH STOREFRONT POP-UP o 1 - IMEI EMI _ .I ESN ,- ,, MINI . 1 0 ° IEEE - VICerim 11W-1111111 0— 0 ur - I...... Mill.. 1........= 0 —00MISEEC , 0 '; En= 0 . 0 ............ 1ar 2 IIIIIIIIIMIN1111111111111111 ---- ir) 0 Ai o ONT POP-UP ,, ONT POP-UP o mom= 16141CHATCORfli )NT LANTERN L.... JRT - NORTH STORE' JRT - SOUTH STOREI MI ° MN - - MIME ril 4) NM H , -----1 o ' 11•11111 2 _ ,, .----1. MUNI 0 _ . I c-' ,_• 8 i ' 0 , Ilml o— • _ 0 ,, SIM EAST STOREFRONT POP-UP , ----,------1 , 6 [•:, 0---- [ — ... 6. 0 111 [[ rff- _. , ' • , CL) DREFRONT POP-UP .1.141AT .111.M1ICOREP • H STOREFRONT POP-UP STOREFRONT POP-UP '!' D MIR. i. 1 • a \ \ . i 1 01 IM . S IT 11 lf) C>---- ---1.. 0---- — I — --- r" 11 ---' 0 its . Z 4D . 41) i 1 Wtl kt 10 I, 61.1, Ma..oliarerna-coacul....o DLR Gr oup ouRsmuo pu�rose/ 0usSrTOm� AmswsRI: � City ofTukwila Justice Center o«rsssmr 8/19/2019 73-17158-00 TIC RFl#O91`1_HS6Connection 091.1 to Beam Answered ^ VIA: Info Exchange Ouery#1) Please review snaps 1,Z&3.While adding the new HSSover beams, two separatebottom conditions appear. Aashown nnsnap 2&3, one gets rested over HSS8`the other clashes with the angle designated for the NLT. Please review all snaps and advise the bottom conditions as currently shown on snap 2&3 are acceptable to proceed or suggest. Response (Answ=reu)from: Erik Lnft`us(mpppConsulting Engineers (WA)) The HSS2L5x2'5and angle will need tobeinterrupted toallow the HSS4x4 to attach directly to the top flange of the beam below. pmzw �mAws | cOwpxwv Sabrina Ames DLR Group | � -m mxwe � BrennaChhstensen � sm/u� ! sanoea@d|ngroup.com/ � pnomc � 2O6'461- � 60g4n73_6O94 o}Nn^wy � - � EPi«nl pHome I � brenna�hhstensen��bn 8NBuihder� | | 206-382-3443 oESc�:IOwOF CONTENTS � Q rY oArEo___ _! nrLe LmUMBsn_| SCALE |5us | � TIC RF[#O91'1 HSG � 1 i 8/14/2O19 � Connection to — .pdf zo� Bill Brown (8NBuUders) BrennaChhutensen (8NBui|ders) Dillon Webster (DLR0roop) Ethan Bernau (Shie|SOb|etzJohnsen) Ger|Urbas (DNBoi|dern) Jeff Clark (BNBui|ders) Liz Van VVieringen (BNGui|ders) Sabrina Ames (DLRGrou Steven Schmitz (OLRGrpup) ?[�... �%����^���� Q/19/ZO19 00886 Page 2of2 Request for Information RFI No: 91.1 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: August 14, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: HSS Connection to Beam Discipline: Structural Document Reference: A9.4 Subcontractor: Lundahl Question Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Spec Section: Subcontractor RFI No: 099 Date Required: 8/21/2019 Query #1: Please review snaps 1,2 & 3. While adding the new HSS over beams, two seperate bottom conditions appear. As shown on snap 2&3, one gets rested over HSS & the other clashes with the angle designated for the NLT. Please review all snaps and advise the bottom conditions as currently shown on snap 2&3 are acceptable to proceed or suggest. Answer The HSS 2.5x2.5 and angle will need to be interrupted to allow the HSS4x4 to attach directly to the top flange of the beam below. Answered by: Erik Lofthus KPFF Date Answered: 8/14/1 9 Copies To: Company & Contact Fax Notes Page 1 of 1 Page: 1 RFI: 99 HSS connection to beam Project: 19022 - Tukwila Justice Center Rev: 0 REOUIST FOR INFORMATION Area: A9.4 Reference: SOL RFI 61 Cust project: 08-09-19 : 11:35 From: DENNIS ARCHIBALD To: Jeff Clark ( BNBuilders ) Sent date: Address: Response required by: 08-12-19 12:00 AM By: Email Jeff.Clark@Bnbuilders.com Phone: 206-382-3443 Project schedule will be impacted if a response is not received by the date above CC: [ Please confirm Query #1 on the attached A9.4 is acceptable. Question 1 Lundahl Ironworks Company P.O. Box 59 Franklin ID 83237 Fax: (208) 646-2700 Phone: (208) 646-2600 This report was generated by FabTrol MRP software. For product information, call (541) 485-4719 or visit www.fabtrol.com ST UCTU ES Online RFI#61 C56A/27, Sector 62, NOIDA, 201307, India Tel (480) 465 5245/6 Fax (888) 791 0181 E-mail: rajkumar@sol-mail.net Web: www.structuresonline.net To: Dennis From: Rajkumar Project: Tukwila Justice Center Need response within: ASAP Reference: Re -query of TJC-RFI-91 for bottom attachment of H55 stub Pages: One & SOL Sketch-60 Date: Aug 09, 2019 Refer:- TJC-RFI-91 & A9.4 QUESTION: Please refer attached SOL Sketch-61 and confirm our proposed bottom attachment of HSS stubs as shown on sketch are acceptable or suggest. RESPONSE: Please note that failure to provide the timely and adequate response to this may lead to delay in the project and additional cost. Although we will try our best for the schedule and cost. touott ton, 6,koo.o .oteMn dnoaD yla 0 cc z E2ci 0 ;S ,kno 31N30 33ii_snr z cc0 4D 0 0 0 wunsw.o.,...,11(3Z-WOrt,90010.On, r-'0 R Group 'V, T ~�A I����~ City of Tukwila Justice Center o/-TEsswr: 9/25/2019 73-17158-00 �CRB#0�.2����A�|e�r m�/o�1� Roof Parapet RFl re�msmrrrx�zo� 01202 PUMDOSE: Answered Vti\: Info Exchange Oussoow` In RFI U91.The answer hoquestion 2added additional angle hosupport the roof parapet above the window onthe East side nfArea A. Please confirm angle/weld detail provided byKPFFioacceptable. suosss/Iom: xmswsn: Response (Ansmmr=u)from: Ivan pa,ms(mpppConsulting Engineers (WA)] Confirmed. |F'KPFF OB_25-201Q � Sabrina Ames iOLRGroup m sw/u/ � sames@d|rgroupzom p*owe � 206_461- | m-^m-e'COMPANY— _-__- emfaL . pnoms BiUBrOwn 8NBui|ders bill. brown 206-382-3443 � � onn oE-ScpuplozmorCONTENTS , QTv DATED Tr�s �— TIC RFl#O91 2_SU rt � 1 | g/24/�019|Anq�for odf � � Bill Brown (BNBui|ders) | mowaem sc^Le if3ze Page i of 2 Brenna[hhstensen (BN8ui|ders) Dillon Webster (QURGroup) Ethan Bornau (SNe|g Ob|etz]ohnsen) GehUrbas (BNBui|ders) Jeff Clark (8N8ui|dery) Liz Van VWehngen (BNBui|ders) Sabrina Ames (DLRGroup) Steven Schmitz (DLR Group) I j~���� 9/25/2019 01202 Page 2nfZ Request for Information RFI No: 91.2 Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 Date: September 24, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Support Angle for Roof Parapet Discipline: Structural Document Reference: See attached Subcontractor: Apex Steel, Inc. Question In RFI 091, The answer to question 2 added additional angle to support the roof parapet above the window on the East side of Area A. Please confirm angle/weld detail provided by KPFF is acceptable. BNB Project # 118021.100 Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Spec Section: Subcontractor RFI No: Date Required: 10/1/2019 Answer Confirmed. IF KPFF 09-25-2019 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 Pulled [RF|OS1 2. Area A east elevation: Looking at architectural wall section 44/A7.1 at the roof level, there is not much room for the framing toconnect tothe bottom ofthe beam asthe roof level issloping down as seen in structural detail 6/S5.6. At the window between gridlines 3 and 5 and on the south side, there is not enough room to connect to the beam. We need two points of connection for the stud framing. The closer the two points of attachment are to each other, the larger the loads are. With the roof sloping down to the south side, the window extends above the bottom of the beam. Therefore, we will only have one point of attachment and adding a kicker will add that second point of attachment to the structure that isfar enough away from the closure plate to have reasonable loads. Please confirm if this isacceptable nrprovide solution. ' Dl-R GROUP TO LOWER HEAD OF � WINDOWS AT ELEVATIONS IN ATTACHEDSHEET TO MEET LOWER ATTACHEMENT. ' CFS 'PLEASE PROVIDE DETAIL OF BRACKET FOR COORDINATION. � See detail on next sheet CLADDING WINDOW BY OTHERS AS -BUILT BENT PL TiSTEEL AS -BUILT W18 BEAM BOTH ENDS We will be using L4x4 /16 x OLE" LLH STUD CLIP 1601 Fifth Avenue, Suite 1600 Seattle,. WA 98101 206.622.5822 kpff.com CLADDING SUPPORT AREA A ROOF PROJECT NO. 1800576 REFERENCE SHEET S1.3A TUKWILA JUSTICE CENTER DATE 09-24-2019 SKETCH NO. SSK-24 BY IF I DLR Group p:oiecT: punPo5s� guesToDm' pRom -- w^wE Lisa Ridley TO Nx*s Bill Brown City ofTukwila Justice Center 73-17158-00 TIC RFI#O91.3L_AreaA-Extehor Storefront Heights RFI Answered r�mvswoT«�zo� miV Info Exchange The direction in RFI's 91, 911, & 91.2 for the Southeast corner can't be followed unless the following conditions are made The original issue for this area (RF|81 was that the parapet above the window was not structurally stable because it only had a single point of connection. to resolve this, an additional angle was provided as asecond connection point and the window height was shortened to7'-1U" Hmwexer, the T-1 0" dimension is still not low enough and the window still conflicts with the parapet connection. In order ~ t keep the second connection point for the parape o ruvidedinRF|S12. the windowheight --'=-htint�o|nca�onvviUneedhnbarodunedto7'^O'' After discussion vWMhO- -`-intent iothat all the upper exterior storefront window heights should tenninate t--samee|evaUon. Ifthis ioneeded, then the DT'North &East Storefront heights will need tobereduced from G'to5'' Please confirm the proposed changes are acceptable and provide anupdated window height and locations. Response (Answered) from: Dillon Webster (mLR Group) THE PROPOSED CHANGES ARE ACCEPTABLE. SEE ATTACHED UPDATED A9.4 SHEET FOR REFERENCE. DLR Group cown^m, BNBuilders !�spmz---_- —. -- i |hdley@d|rgroup.com � bill. brown @bnbui|ders.c | onn _ -- | pHoms � ! 2O6-461- � p*ows__��_ _ —! 382 2O6~3443 i | - � Page I of 2 mxws | oompxNY Brenna Christenson '8NB i|d ers Dillon Webster Ethan Bernau Geri Urbas Jeff Clark BNBuilders Liz Van VNedDgen BNBui|dera - - --- r Sabrina Ames DLRGmup Steven Schmitz | DLR Group |DLR(5roup Shie|sDbetz Johnsen |-- - | BNBuOdera brennazhhstensen@bn | dwebster@d|rgroupxcOm ethanb@sojseazom om om | sschmitz@d|rgrOupzonn 1 10/4/2019 Exterior Storefront p:ous 206-382-3443 ZO6-461- 6045x73-604S � 206-838-3705 i -- - |206-382-3443 |206-382-3443 |206-382-3443 2O6-46l | |�60r4^/u-vv94 | 2O6-461- � SO44x73-OO44 � Page 2o�2 Request for Information RFI No: 91.3 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 1.18021.100 Date: October 04, 2019 Submitted To: Steve Schmitz Submitted By: Bill Brown DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subject: Area A -Exterior Storefront Heights Discipline: Architectural Document Reference: See Attached Spec Section: Subcontractor: Subcontractor RFI No: Question Date Required: 10/11/2019 The direction in RFI's 91, 91.1, & 91.2 for the Southeast corner can't be followed unless the following conditions are made. The original issue for this area (RFI 91) was that the parapet above the window was not structurally stable because it only had a single point of connection. to resolve this, an additional angle was provided as a second connection point and the window height was shortened to 7-10". However, the 7'-10" dimension is still not low enough and the window still conflicts with the parapet connection. In order to keep the second connetion point for the parapet as provided in RFI 91.2, the window height in this location will need to be reduced to 7'-6". After discussion with DLR, the intent is that all the upper exterior storefront window heights should terminate at the same elevation. If this is needed, then the DT - North & East Storefront heights will need to be reduced from 6' to 5'. Please confirm the proposed changes are acceptable and provide an updated window height and locations. Answer THE PROPOSED CHANGES ARE ACCEPTABLE. SEE ATI ACHED UPDATED A9.4 SHEET FOR REFERENCE. Answered by: DILLON WEBSTER, DLR GROUP Date Answered: 10/10/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 SONLMV80 N013301V21010311HO21V ONV 1V`Jf110fH1S. 3H1 HJW1 NOIWfl N00 NI N01103H3 303 01V NV SV 0350 39 01 SI ONIMVNO SIH1 Er 0 O UTHORIZATION IN WRITTING FROM LUNDAHL IRO 0 O n u �.maw. dn ✓ a L yyxn 8tl v� agq. uwsai trunit>ini AO ADOo 31N30 30IlSflf blmif11 �.. N Q u a CS 66 3 y �3 s; A� ' 8m; s. bFI 0 0 uv_ =ni ® ,„ ,,,,,,zi .1 coil (,:t3 _ _____ 1m. el is I3� �1 - - Q MOWN 1 ire 1 f aiii _ 0 r r.m. ^11 u G� 1g p O 7 d 1 ! 0 ia QR / o-`L 0- -'-0 - — '.. II e. 1 mom :I- - 0— - a I od < ew..',ayr .uw{/w�'„Nv �._o p{ d IJ9V Iij'\ a >.re w., r4= 1i31N3333Iasnrv1IM1n1 w uw 2 id w ai d� � ci S e. g$agg 'd th g3�' YYg 9µµgg g CD - ..Fr. =15 �i•�Y 3tl�$6 o- S.. 0-- - — 0--- - O a o—u.. 0 0 A O—_ _ -.— �. a. - �jl O - o— — L o- O z 0 O — 0 z ' oa oq I Wg�j- a 66 QF ®® QF W ®� O � X q 4 h!. 4 (� a a p yg a-G, g y�JI a ��pII i 8k k' 1 -.-r.. I - , 0— EMIIIIII 0--0 11- p 0 a--- I I - ( 0 011111111111 III0 113 -i—r.—' e a V a. ta MI Miii0— z a O.s Ou s O s ^���____�_ V - i O— o-- RIM ��. �§ 1 f,. :. - 66 ®B 66 6B !2, 25 ID 0-- 1111111111111•1111 0 a. 0 a. ID 0 0 0, zC 0 • 4D d. 0 0 0 4D MB II ',\"irsk UM. dnoiD>J1cJ _ ' -m....„,,,-.., VIIAA5011 JO A110 ei31N39 Bo lisnr v-ononi e . i t 2 t ; , 0 _____ 2 6 E. 6 2 6 . • ' - - - , r- E MI ST STOREFRONT LANTERN 2 \ 0 ' )RTH STOREFRONT POP-UP 6 _ E ' - ' ----.-= 6 « E • - 2 _ MI 4D 0 - 1 CH__ pi , 4 'EA MN* 0 finnan 4D 4D 6 . a . a g, INNOMIIIIII e% . 1 0— ligniral 0___ z [ SOUTH STOP , . 1111111111 1 . ' . 2, 4D LIII 0 6 , t t 12 i 0_ 8 .., 0 0- • - _ MI . IMIEIN w“-' . IIMI 4D 0 M MI - 4D . immis ,t-', 0— „-mi p. -.. 0----- - 111Wilimilli D 2 4:11V EAST STOREFRONT POP-UP S 6 . S.------7 2 - h g • 6 6 6 2 _ (ID 6 Vig? REFRONT POPUP `OREFRONT POP-UP 6 VaUCNAT.C.ER TOREFRONT POP-UP 4 4 ----- , j . 6 <I> 11111.1111 ‘ — 6 iffil--1---.1111 6 6 N , mew ..— .. 1111B31) a u ..-- ..--- gg ii.,ii•i;i .',n7•, . 0-- 1 , 0- ' • 0 t -D h A 4D 4D I l'IV61 II 04 6{0L04. V.,,,,M3-910nd,r1,911.-C1,11,., �-"',LR Group pxoiecT� sucuscT� r/re� xwswsp: ROM wxw� _ _ Lisa Ridley - To City ofTukwila Justice Center om�scwr: 7/2/2019 73-17158-00 TIC RFI #09S_HubPop upEast «T/005 Window Support Tu�wsmTr�Lzo� 00555 RFI Answered v�� Info Exchange Elevation 41/A5.3 shows a large storefront glazing system near the bottom ofthe wall. Similar toRFI #O01Area Anorth question. The stud framing does not have adequate structural base support tVprovide a cantilevered connection below the glazing system` Will there be tube steel added tohelp support the glazing system? Elevation 11/A5.3 does not show the glazing shown on the north side of Area Bbetween grid|ines N and L. Similar to RF[ #001 Area A north question Response (Additional Information Needed) from: Ivan Farias (KPFF Consulting Engineers [»«A]) Please see attached. IF KPFF 07-01-2019 Response (Answered) from: Dillon Webster (ommGroup) Remarks: Please see additional comments attached. CONPANY DLR Group |Ew/'\11- lridley@dlrgroup.com-__ --_- ' pxoNs � 286-461- cowp"VNY EMAIL | P*owe Page. I of 2 Bill Brown Dillon Webster Ethan Bernau Geri Urbas Jeff Clark Liz Vanwieringen Sabrina Ames Steven Schmitz DESCRIPTION OF CONTEBEFS OTY DATED BNBuilders DLR Group Shiels Obletz Johnsen BNBuilders BNBuilders BNBuilders DLR Group DLR Group I FLL TJC RFI #095_Hub Pop up 7/2/2019 East Window Support_KPFF_DLR.pdf bill.brown@bnbuilders.c OM dwebster@dIrgroup.com ethanb@sojsea.com geri.urbas@bnbuilders.c om Jeff.Clark@bnbuilders.c om Liz.Vanwieringen@bnbui Iders.com sames@dlrgroup.com sschmitz@dIrgroup.com NUMBER. SOMDI 7/2/2019 00565 206-382-3443 206-461- 6045x73-6045 206-838-3705 206-382-3443 206-382-3443 206-382-3443 206-461- 6094x73-6094 206-461- 6044x73-6044 Page 2 of 2 Request for Information RFI No: 095 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 11802 . 00 Date: June 20, 2019 Submitted To: Steve Schmitz Submitted By.' Bill Brown DLR Group, Inc. BN Builders, Inc. 51 University Street 2601 4th Avenue, Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: (206)382-3443 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Hub Pop up East Window Support Discipline: Structural Document Reference: See attached Spec Section: 054000 Subcontractor: Northwest Partitions Subcontractor RFI No: 04 Question Date Required: 6/27/2019 Elevation 41/A5.3 shows a large storefront glazing system near the bottom of the wall. Similar to RFI #001 Area A north question. The stud framing does not have adequate structural base support to provide a cantilevered connection below the glazing system. Will there be tube steel added to help support the glazing system? Elevation 11/A5.3 does not show the glazing shown on the north side of Area B between gridlines N and L. Similar to RFI #001 Area A north question. Answer Refer to RFI 091. DLR to review windows height to avoid adding stee framing to support glazing system. IF - KPFF 07-01-2019 THERE SFIOULD BE NO NEED FOR KICKERS AT THESE LOCATIONS, THERE IS AMPLE ROOM FRom E3EAM TO WINDOVV HEAD -DW DLR GROUP 07-01-2019 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 �c",bx (70I)305'9312 Nohu: (208)342'7188 Colorado: (7211) 644-9I46 Project Name: Tukwila Justice Center Project Number: 194129 Date Created: 06/1912019 Date Required: V6/%GQ019 To: Northwest Partitions Chris Ayers Subject: Hub Pop UpEast Window Support Required From: Sam Hardison com 208-342-7168 Question: �u�mom: stern _�-_.;*~.ox�mxarmRF\ E�vabon410A53ohoweamnge^u»*"/m"y="`":~Y`~'— -waha�ruc�ndbaeeouppo�hoPm«�o #OO1Area Anorth question. The stud framing does not have adeq..ko"*=a/"a�p�+nhslonuopodthe acanU|overedcnnnacUonbe�wUheg��ngnyonom.vvmx**=""=""~~~ added to _. .. glazing system? Elevation 11/A5.3does not show the glazing shown on the north side of Area B between gridlines N and LSimilar toRF\#0O1Area Anorth question. Signature [3rmnvng Reference: CC Name: CC Company: L0ChS8Eogi0eeh0g tram, w+w ao..m“3.mwww dnoiD 211E 0- 0-- 0— - 0- a a 8 O � F vNe Msvwwe..rvwv�ssat�. If 8 b71MWll A KM 2 g 631N33 3cflsnr V1IM19n1 oN 0- 0-- 0- 0- 0- 0- 0- 3 0 0 O U z 0 0 z 0- 0- 0— :0- 0- DLR Group pnDJsCT: sueuecr� r,pe` su�G,ssTo0w: /now - mAms Sabrina Ames m City nfTukwila Justice Center 73-17158-00 TIC RFI#O9S.1_HubPop Up Window Supports RFI Answered om�sewT� TxmvswrTr��zo' 7/15/201g 95,1 00649 v!»^ Info Exchange 1 As discussed with MR, the East Hub Pup Up elevation of windows shown on 41/A5.3 require a ' HSS supportdetail similar toSSK-J1 from RFI 091. Please provide the applicable detail and spacing. 2. As discussed with MR, the North Hub Pop Up elevation of windows shown on 11/A5.3 require a HSS support detail similar to SSK-21 from RFl 091. Please provide the upp//cuu.= "=`".. .... ~~._...". Response (Anywp,eu)from: Ivan parias{mpppConsulting Engineers (WA)) 1.See B5K_22for window support atEast side ofHub Pop up. 2 Use HSS7x5x5/16 LFV between columns at grid lines Land N. Use .. bent connection similar to 1/S5.6. Increase bent plate length to 14 pate conn pl ate and provide 1/4 � " fillet welds \d frombent plate to both column flanges. lF-KPFF 07 1S-2U19 Response (Answered) from: Dillon Webster (oLsGroup) Remarks:Windows shall bcmodified as shown in the attachment, referencing the original RFl 91. ` | DLR Group e��� ^ �snmes@d\rgroVp.conn Mx3mE ' ' 2O6-461- | smA� ^l pVom� mM� �c�mrwmv _�� _-� ----- —� - |-�- -- ' ----� | UzVanw|e »bUi 2O6-382-�443 | ! Uzyanw\er�gen | BNB«Uders �|decs.conn ' � page I of 2 To1E' momo�n ---�— - / T]�RFI#O9�.1_HubPop / 1 7/8/2019 --�-- '- -�--� ' | Up VVindOw5upportszxdf ' cp�ss` Bill Brown 8rennaChhstensen Dillon Webster Ethan8ernao Geri Urbas Jeff Clark LizVanwiehngen Sabrina Ames Steven Schmitz (BNBui|ders) (3NBVi|Uers) (DLRGroup) (ShielsOb|etzJohnsen) (BNBui|dars) (8N8ui|ders) (BN8uUdprs (DLRGmup) (DLRGroup) oxr ' 7/15/2019 00649 Page Zof2 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 Date: Submitted To: July 08, 2019 Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Hub Pop Up Window Supports Discipline: Structural Document Reference: 41/A5.3 , 11/A5.3 Potential Cost Impact: Yes Subcontractor: Northwest Partitions Question Request for Information RFI No: 95.1 BNB Project # 118021.100 Submitted By: Liz Van Wieringen BNBuilders 2601 4th Ave Suite 350 Seattle, WA 98121 Spec Section: Potential Schedule Impact: Subcontractor RFI No: Date Required: 7/15/2019 1. As discussed with DLR, the East Hub Pup Up elevation of windows shown on 41/A5.3 require a HSS support detail similar to SSK-21 from RFI 091. Please provide the applicable detail and spacing. 2. As discussed with DLR, the North Hub Pop Up elevation of windows shown on 11/A5.3 require a HSS support detail similar to SSK-21 from RFI 091. Please provide the applicable detail and spacing. Answer 1. See SSK-22 for window support at East side of Hub Pop up. 2. Use a HSS7x5x5/16 EFV between columns at grid Vries L. arid fq, Use bent plate connection similar to 1/S5.6. increase bent plate length to 14" and provide 1/4" fillet welds from bent plate to both column flanges, IF - KPFF 07-15-2019 Answered by: Copies To: Company & Contact Date Answered: Fax Notes Page 1 of 1 dnoaD 2�1a LEGEND NOTES. 4B 0- nIMNn1 dO M.IO 2:131N30 33I.Sflf HlIM7ffl1 ATION COURT POP UP EAST T POP UP SOUTH 0 0 0? w Mira [Lb 610Z.I. CAP PL 1 f4 x 5 x OL5" HSS4 4 115 BEA PER PLAN 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.cam RFI 095.1 TUKWILA JUSTICE CENTER PROJECT NO. 1800576 DATE 07-01-2019 BY IF REFERENCE SHEET S1.3B SKETCH NO. SSK-22 11ViD a1®Vvuag- dryry11 pp��//�� 7 � p Py. ! — J �mA �i"�l c V11MNn1AOA113 2331N33 33iisnrt11IM71flt a e °y= r a z d". g O R pw.> Q $ , o 1ST STOREFRONT LANTERN 1112410.1 CM. C DRTH STOREFRONT POP-UP w Q 1 RONT POP-UP I RONT POP-UP JRT- NORTH STOREF URT- SOUTH STOREF AALUM AI GIOR,ER NT LANTERN iiime.: W "Mil w _ 4D MN co QD N o- , F a 06 o— L L_ w EAST STOREFRONT POP-UP 41 o—W Miiiii w b Ill 41D MIN 1111 In 4D I1 IIN 1 >TOREFRONTPOP -UP. R H STOREFRONT POP-UP \ 1 J STOREFRONT POP-UP tll si e I. m r • YW o— — — ob wb 4� -6 =y C mw d@ „ mw ®6 o�nOroup pnois�r, su"B jscr� r,ps� rVRpVss� Qvcs7om` �uom mxI'll � Sabrina Ames ro City of Tukwila lustice Center V,\ 7/30/2019 73-17158-00 TIC RFI #0952 Hub Pop Up Window Supports -Steel Elevation Confirmation RFI Answered on|o r�xwswrn�/zo' 095.2 00734 Info Exchange 1, As per response of TIERFI-95-1weneed to add HBper 5SK-2Zfor window support. Please review and Confirm TOS EL+20'-5" is acceptable or ~~==--- 2, Per response of T]C-xFI-9^ 5 1 we need to add HS57x5x5/16 between ccJunJnsfor window �suppn .[urrent|yvveareconsidehngtnpnfHSSat ELf15'-11". Please review and confirm is it acceptable or suggest. Response (Answered) from, oi/mm Webster (pLRmn,u;) Both are acceptable elevations. | DLR Group 'sannes@d|rgroup.con0 � PnomE' ' | 20G-451- / / --�--�- --�- - em�� PHomE mxme | c0mPxWY � -' ------ - |'-' ' ------- !b0'brVwnV�bnbu|dera'.c | Bill Brown ! 8NB�|ders on�| 206-382-3443 ` - - n7cs ' �TIC RFI#O95.3_HubPop UpVNndow5uppn�s- 7/�3/3O19 |SteelElevation !Confirnnation.odf sz-/s Pago l of co�es� Bill Brown i|d ) BrennaChhstensen (Bmuuxoers) Dillon Webster (DURGroup) Ethan Bernau (5hie|sOb|etzJohnsen) GahUrbas (DNGui|ders) Jeff Clark (RNBui|d LizVanw|eringen (BNBui|ders) Sabrina Ames LRGroup) Steven Schmitz (OLRGrOUp) 7/30/2019 00734 Page 2olZ Request for Information RFI No: 95.2 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter, Blvd. Tukwila, WA 98188 Date: July 23, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Hub Pop Up Window Supports - Steel Elevation Confirmation Structural Subject: Document Reference: Subcontractor: Lundahl Question BNB Project # 118021.100 Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Spec Section: 051200 Subcontractor RFI No: 94 Date Required: 7/30/2019 1. As per response of TJC-RFI-95.1 we need to add HSS per SSK-22 for window support. Please review and confirm TOS EL+20'-5" is acceptable or suggest. 2. Per response of TJC-RFI-95.1 we need to add HSS7x5x5/16 between columns for window support. Currently we are considering top of HSS at EL+15'-11". Please review and confirm is it acceptable or suggest. Answer c T Answered by: DILLON EBSTER, DLR GROUP Copies To: Company & Contact 7.30.19 Date Answered: Fax Notes Page 1 of 1 Page: 1 REOIJEST FOR INFORMATION RFI: 94 Window Support Area: A5.3 Project: 19022 - Tukwila Justice Center Reference: RFI 095.1 Rev: 0 Gust project: 07-19-19 : 09:29 From: DENNIS ARCHIBALD To: Jeff Clark ( BNBuilders ) Sent date: Address: Response required by: By: Email Jeff.Clark@Bnbuilders.com Phone: 206-382-3443 Project schedule will be impacted if a response is not received by the date above CC: Question Please confirm Query 1 and 2 elevation on attached A5.3. Lundahl Ironworks Company P.O. Box 59 Franklin ID 83237 Fax: (208) 646-2700 Phone: (208) 646-2600 This report was generated by FabTrol MRP software. For product information, call (541) 485-4719 or visit www.fabtrol.com ST UCTU ES Online RFI#59 C56A/27, Sector 62, NOIDA, 201307, India Tel (480) 465 5245/6 Fax (888) 791 0181 E-mail: rajkumar@sol-mail.net Web: www.structuresonline.net To: Dennis From: Rajkumar Project: Tukwila Justice Center Need response within: ASAP Reference: Re -query of TJC-RFI-95.1 Pages: One & SOL Sketch-59 Date: July 17, 2019 Refer:- TJC-RFI-95.1 & A5.3 QUESTION: Please refer attached SOL Sketch-59 and confirm the top of new added window supporting steel as we have proposed on the sketch are acceptable or suggest. RESPONSE: Please note that failure to provide the timely and adequate response to this may lead to delay in the project and additional cost. Although we will try our best for the schedule and cost. YiWoin1 do All3 2331N33 33Ilsnr H1IM)II11 66 B/ indo 3116 CAP L1B40°-5" SS4 4 5116 1/4 BEA PER PLAN 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com RFI 095.1 PROJECT NO. 1800576 TUKWILA JUSTICE CENTER DATE 07-01-2019 REFERENCE SHEET S1.3B BY IF SKETCH NO. SSK-22 u.am 0.4.3 dnao .8-R3 • v-iuwni AO kilo IBIN30 3011SfIr 5 4D RONT POP cc 0 00 4D 0 CC CC 0 4D 0 a. 00 zo 4D 0- 00 0 3 F 4D 0 cc 4D Frame Exterior Material 6" STUD 1 5/8" FLANGE (43MILS) 18GA Total Miscellaneous Charges NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #091.3 - Framing of exterior window height changes. Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0009 External/RCO# GC Ref# Date Oct 15, 2019 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Quantity UOM Unit Total Rate Total 10.00 Hrs 10.00 72 31 5723 10 Total Labor 5723.10 Size Quantity UOM Unit Price 12' 8 00 PCS 1 3068 LF Total 6125.45 Total Material $125.45 Total B&O Tax .48% GL Insurance 1% $4.07 $8.53 Total Miscellaneous Charges $12.60 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Labor Total: Material Total: Misc. Total: $723.10 $125.45 $12.60 Sub Total: Overhead 15%: $860.83 $129.17 15 00% Total: $990.00 Run on: 20006 - 144th Avenue NE, Woodinville, WA 98072 October 15, 2019 7:26 AM T 425-375-2500 F 425-375-2540 http://www.mvpart.com 8 mmunV9v, @he|s(]b\8tzJohnsen Athm Ethan8ernaU 101 `fes|erWay Suite 6O6 Seattle, VVA981O4 RE: BNB Cost Proposal for RFI 224 Dear Ethan, hereby submits our proposal for RFI 224 to relocate the roof anchors to avoid U �d by joists and H|S�� steel. ir����renc�So� a -' . The total proposal of this subject work is One Thousand Seven Hundred Twenty -Seven dollars $1.727.00. There ianoimpact tothe Project Schedule. BNB has proceeded with the revised design asdirected and therefore requests your prompt acceptance ofthis proposal. Please acknowledge your acceptance of this proposal and reference CP 5061 in the forthcoming change order. Jeff Clark Project Manager m\ [}[�Juedn9Kim �Uo�n `` Geri Urbao(qeh- u rhasAbObui|deFs. corn) Steve Schmitz (sschmitz@dI[group.qpn� gN8ui|dei 5 �601 �^Avcnuc' Sui���O ���BB�#I Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 224 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5061 DATE 31512020 DESCRIPTION OF CHANGE: As described in RFI 224, both joists and HSS steel interfered with the placement of roof anchors. !BP 03.00 BNB (Foundations/StructureANaterproofing) lst-tier Subcontractor Cost Total (Direct Construction Costs) GCICM Mark-up on MACC Costs Rounding Adjustment $1,644.841 $1,644.84 $82.24 -$0.081 'Total Change Request $1,727.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCDIASI #: RFI 224 COP #: 5061 Contractor Name: BN Builders DATE: 31512020 DESCRIPTION OF CHANGE: RFI 224 • Roof Anchor and Structural Steel Interfaces Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractors Total Direct Cost Subcontractors Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 so.00l so.00l so.00l 'Total Subcontractor Direct Costs + Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs $1,523.00 15% Subcontractor's Mark-up on Sub -tier Subcontractor(s) $121.841 8% 'Total Subcontractor Change Request $1,644.84 To the best of my knowledge and belief, I car* that all costs listed above are correct. Contractor Signature Date "SOSIZMAidli Quote number: 9022 CO 20R Quote date: 10/30/19 Structural & Miscellaneous Steel Fabrication — Shearing — Press Brake — Plasma 102 South 100 West - P,O. Box 59 - Franklin, Idaho 83237 - Phone: 208.646.2600 - Fax: 208.646.2700 - wwvv,lundahlironworks.com Attn: Jeff Clark Phone: 206-550-0960 Fax: 206-382-3440 Jobsite: Tukwila WA. We are pleased to quote the following for the above referenced project, TJC RFI #224 roof anchor interferences. Added stiffner plates in 3 locations to support roof anchors per drawings noted in RFI #224. (Customer CHANGE ORDER # ) BNBuilders 2601 4th Ave, Suite 350 Seattle, WA 98121 Project: Tukwila Justice Center NOTE: Due to extreme volatility and demand in raw material market, we are only able to guarantee pricing utitill-31 -20 After this time, we will need to re-evaltiate on a daily basis to check material availability and increases. Section 232 has now been slotted into law, and at this time we are unaware of what impacts this will create to the raw material market Description Detailing Added stiffner plates at 3 locations Created field work drawings for relocated roof anchor 2 hours X $75.00 per hour Materials & Fabrication Fabricated (6) 1/4"stiffner plates at 3 locations Move plate currant working on out of the shop, bring in 1/4plate to cut stiffners Moved 1/4' plate out of the shop, bring back in the plate the shop was working on 7 1/2 hours x $75.00 per hour Freight Deliver to the job site P & OH 40%- 1 5`)/0 P&P bond Lbs. Material Cost Labor $150 35 $52 $562 $150 $03 $138 Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. $11 u CERTIFIED Signature: < FABRICATOR Date: .1 1 Please return a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company. Exclusions: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied by General Contractor. Material Cost, Sales tax @, Total Price, Total weight estimate, 1,018 1,063 Dennis Archibald email: dennisa@lundahlironworks.com Terms: Net 30. Interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in writing before field repair can commence. Shop Welding per E70S-X. Project:13O0 JuoUceCanter(CP) 1SOO5Tukwila International Blvd Tukwila VyA08188 Description ofChange: RF 224 Apex Steel, Inc. 935 Kirkland Ave Kirkland WA 98033 425-861-9520 To: BN8uildero 28U14thAve Suite35O Seattle VVAQ8121 Attn: office Fax: 206-382'3440 Site Fax: SubContractor Change Order Proposal Summary References: 018 Date Submitted: 1028/2018 Apex Steel reoemonVhahghktomoddythiopmpooa|ifoheoond0onohavonckbeenaccuratelynopn»aentad. Cost Items Basic Hourly Small Tools & OH Amount Cost Total Cbnsumob|eo% $U/.84 351.36 4041)G 1� 417�0� 4H�J|W����°Hr 3�.m OHrsJ|VVOT@G13715/Mr 15 0Mrs JIVwDT@ $169-83/Hr 15 15 19'SL@ $5.30/Hr 15 32'SL @ $0.76/Mr 15 65'AVxP@ $25.45 /Hr 15 85'/WP@ $46.85/Hr 15 1nKForklift @ $42.96/Hr 15 55.66 Welding Outfit @y t$242O/Mr 48.40 15 Fume Extractor @ $4.86/Hr 15 RptoHammer &Bits @ $10,44/Mr 15 Torch Cart @ $6.88/Hr 15 Hoisting '$2OO/Mr 15 Engineering 15 Detailing 15 Deoking' 15 Materials ' 15 0.28 Fabrication Adjustment - 0.48 0.48 460.00 Total Amount Requested: From: 4Todd Harris Apex Steel, Project Manager Apex Steel, Inc. I Apex Tower Crane, Inc. /l<� ��BNUk8BB� E��#/�� EXTRA WORK AUTHORIZATION FORM EXTRA WORK TO OUR CONTRACT: EXTRA WORK OR PROBLEM: 5A-Fe 1-1 STRAIGHT T OVERTIME EXTRA WORK LOCATION IN ZONE DOURLET|ME PREMIUM TIME solution AUTHORIZATION TOPROCEED WITH THE EXTRA WORK ASDESCRIBED' EMPLOYEES NAME ST oT m EXTRA WORK COMPLETE C�yES ONO THE DESCRIBED WORK �AS BEEN PERFORMED A SIGN: G ENli�{AL CONTRACTOR � :1 u � Ell u GENERAL CONTRACTOR DATE EQUIPMENT CRANE FOOT BOOM LIFT FOOT SCISSOR LIFT WELDING MACHINE BURNING OUTFIT LN 2S WIRE FEEDER ROTO'*AMMERmBITS HI TORQUE AUTHORIZED AND THE AB �VE HOURS kRE CORRECT: Apex Steel, Inc. 835Kirkland Ave, Kirkland, VVAQ8033 (p)425.8O1.S52O (D425.8G827g7 pumpoSe: �uesTu�m� A mswem pauw Sabrina Ames City of Tukwila Justice Center 73-17158-00 TIC RFl#224_RnofAnchor Interferences RFI Answered Info Exchange u�rssswr� 9/25/Z019 224 01203 0 1 Joist &H8Sonbeam interfere vvuof np/wc�x="` .. current position shown. Per discussion with KPFF, please confirm we can move the anchor west and provide stiffening aeshown. ��h |acementnfn�nfonchorh�dhie|onaUon per 2 HSSontnpnfbeam|�e�eea p ' discussion with KPFF.please confirm itioacceptable tocut out portion ofdeck support toallow anchor toattach totop ofbeam | �ntofroofanchorinthio 3 JoiatandHSSontopofbeaminte�erenw|thpacem h |ocation Please confirm itiuacceptable tomove anc or 12" South and cut out portion ~fdeckuuppo��oaUowanchor toattach botop ofbeam. Per discussion with d�heideoP|masepmvidewe|ddeb�| KPFF.1/4^oti�enoroonahee needed on both ^ . Response (Answen=u) from: Ivan pa,ms[KpppConsulting Engineers (mm)] Remarks: 1-Confirmed. Move anchor tnVM8Beam. See welding requirements ihpage 3. 2 Confirmed. 3 Confirmed. See sketch SSK'27attached for stiffener detail. |F'KPFF O8'25'2O18 v IDLR Group sames@dlrgmup.com 1 pHome � | 206-461- � TO^'- --�- -- -- ' — — E ""`� �0w —`' ' � swx� pHmxe wxm_ ! --� � ^�— — --- �� bU|Jrrown0�bMbuUUers`c ! 206-382-3443 Bill Brown B0BOUd�r� orn ' oEscRnrToNOF CONTsmTS Q-ry DATED �mVmsex !SCALE 'szzs �-- — | TIC RFI# Anchor � 9/24/2U19 ! Interferences. / Bill Brown (8N8ui|ders) Brenna Christensen (BNBuik]ers) Dillon Webster Group) E±banBernau (Shie|sOb|etzJohnsen) Geri Urbas (BNBui|ders) Jeff Clark (BN8ui|ders) Liz Van VVieringen (BN8ui|ders) Sabrina Ames (DLRQroup) Steven Schmitz (DLRGroup) PagcZo[2 Request for Information K�) B N8ui|der* Tukwila Justice Ct Construct zsm5Tukwila Inter. Blvd. Tukwila, wmnu88 Date: September 24, 2019 Submitted To: Steve Schmitz DLRGroup, Inc. 51University Street Suite6OO Seattle, WA 98101 Te|:2OO.4h1.V000 pax:Z05.1h1.5O49 Roof Anchor Interferences Structural Subject: Document Reference: See attached fubomtractor, «�m�nm BNB Project #110021.1Q0 �dm�dB��K�nwn GNDuUde�,[mc Z6U1�hAvenu�SuKeJ50 Seattle, WA 98121 Te|:(lO0882'3413 Spec ��n���r�A� Date Required- 10/1/2019 `e=""�' s��pod�������p����nn � �"/�m*ssnn�em��denewith placement ofmv ancho in current position . ^----- -- — *ecan move the anchor wes west providestiffening asshown. iszusdonwith KPRF,please confirm it is 2. M5Snntop ofbeam interferes with placement v/ roof anchor 'inthis location. yard acceptable to cut out portion of deck support to allow anchor to attach to top of beam p| con�,m1�iycceptah�tomove 3 ]�stand MSSontop ofbeam intedeewit h Please confirm aw�hKp��, 1/�. a'chor1Z^Sm�handcutoutpo�ionu[decksuppn�toaUvwanchnrhna�acUtpmbeam. eam. �� needed both P\easepmvidewe|dddai| �i�enooarenee n . . 1. Confirmed. Move anchor to W1 6 BeamSee welding requirements hlpage 2. 2^~~^---- U�df0[Sd��M�fd�t�U 3.(�onfirmed.See SSK-2/a�8O . IF S Answered by: Copies TO: company& Contact Date Answered: Fax Notes Page 1of1 — FL: co 0-) 7- co 5 3/16 3/16 21 / Joist & HSS interfere with placement of roof anchor in current position. Please 's1 confirm we can move the anchor west and provide stiffening as shown below: Added portion to connection plate 6 W14 on this side add 3/16" fillet weld, connection plate to W14 web Item 2 HSS on top of beam interferes with placement of Roof Anchor in this location. Please confirm it is acceptable to cut out portion of deck support to allow anchor to attach to top of beam Item 3 Joist and HSS on top of beam interferes with placement of Roof Anchor in this location. Please confirm it is acceptable to move anchor 12" South and cut out portion of deck support to allow anchor to attach to top of beam. Please show detail if for 1 /4" stiffeners are provided. ROOF ANCHOR ABOVE ADD FULL HEIGHT STIFF FL1/4" AS UILT 16 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com RFI 224 PROJECT NO. 1800576 TUKWILA JUSTICE CENTER DATE 09-25-2019 REFERENCE SHEET S1.3A BY SKETCH NO. SSK-27 IF BNB uilders February 26, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 312 — C141 & C142 Non -Contact Visiting Wall Coordination Dear Ethan, BNBuilders hereby submits our proposal for RFI 312 — C141 & C142 Non -Contact Visiting Wall Coordination to revise the pass through and intercom system. The total proposal of this subject work is Five Thousand Nine Hundred Forty -Five dollars $5,945.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5081 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustinekAsoseai.com) Geri Urbas (qeri.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) s ,7601 Avenue, Suite 35(3• seattle, \p„i,,2\ 981,21 206382.3443 2.06.382.1440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 312 • C141 & C142 Non -Contact Visiting Wall Coordination COP #: 5081 DATE: 212612020 IBP 08.10 Doors, Frames and Hardware $5,661.471 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $5,661.47 $283.07 $0.46 Total Change Request $5,945.00 To the best of my knowledge and belief, I certify that all costs listed above are correct Contractor Signature Date 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCDIASI #: COP #: 5081 Contractor Name: BN Builders DATE: 211812020 DESCRIPTION OF CHANGE: RFI 312 - C141 & C142 Non Contact Visiting Pass through and counter modifications Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.001 $o.00 $0.00 so.00l so.00l so ool 'Total Subcontractor Direct Costs + Mark-up + Labor Premium Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) so ool $5,242.101 $419.371 ITotal Subcontractor Change Request $5,661.471 To the best of my knowledge and belief, I certify that all costs listed above are correct. Date Contractor Signature 15% 8% Quoted To Company: BNBuilders Attn: Jeff Clark, PM Address: 26014th Avenue, Suite 350 I Seattle, WA 98121 Phone: (206) 382-3443 Fax: (206) 382-3440 CHANGE ESTIMATE #: Submitted Date: 2/5/2020 Submitted By: Kyle Struna 05R1 Project Name: Tukwila Justice Center Project Address: 15045 Tukwila International Blvd Tukwila, WA 98188 Client Project 0: 119704.0-01 CML Project 8: 1459 This quotation acknowledges changes to CML's scope via TJC RFI 8312 Non -Contact Visiting Wall Coordination in combination with the contract documents below: Tukwila Justice Center Confirmed Architectural Set - Dated 08.16.19 Tukwila Justice Center Confirmed Specifications Set - Dated 05.10.19 Quotation Summery: This quotation acknowledges the following specification sections impacted per documents referenced above: Specification section 08 34 63 - Detention Hollow Metal for architectural mark: Non -Contact Visitation -- C141 & C142 Specification section 08 71 63 - Detention Hardware for architectural mark: Non -Contact Visitation — C141 & C142 inclusions: The following are subject to cost: Prepare and install detention hollow metal frame with hinged, lockable pass through. Trussbilt to factory install pass through Furnish and install detention lockset at pass through (Southern Folger 1010AM-1 with cylinder and cut keys) Detention Engineering to coordinate release with hardware and hollow metal manufacturer Note: Current detention hollow rnetal and hardware lead times are 6-8 weeks for submittals, 16-18 weeks after approved submittal. Additional keys upon request (add cost). Excluslons' Exclusions include, but are not limited to: Anything not expressly outlined above, as applies to CML's contract to BNBuilders, commercial hardware and materials, demolition, patching, drilling, hazardous material and garbage disposal, sealants, caulk, finish work, painting beyond primer, concrete scope of any kind, fireproofing, security electronics, structural work of any kind, light fixtures, intercommunication systems, MEP fixtures, CCTV, fencing, ceiling fixtures, storage, conduit, raceways, grout, temporary power, 3D models, access panels, wiring, flooring, final clean, sprinklers, additional furnishings and stools, conduit and pathway, steel counter, drywall communication systems, key box, additional keys Total (Pricing Valid for 30 Days): 4,451.10 Approved By (Print Name) Signature of Authorized Representative Date CORPORATE HEADQUARTERS 11785 WEST 160' AVE., SUITE 700 I BROOMFIELD, CO 80023 I P. 720 466 3650 I F. 720 •436 7573 I www.crnlsecurity.us SAN ANTONIO REGIONAL OFFICE 116103 UNIVERSITY OAK, SUITE 200 I SAN ANTONIO, TX 78249 I P. 210 467 9255 C CHANGE ESTIMATE #: Submitted Date: 2/5/2020 Submitted By: Kyle Struna 05R1 LABOR INFORMATION Number of Workers: Duration (Hours): Total Hours: Wage Rate: Total: classification: Cad / Draftsman: 1 2 2.00 $ 68.77 $ 137.55 DECJourneyman: 2 2 4.00 $ 91.85 $ 367.40 Total # of Workers: 3 Total Hours: 6 Labor Subtotal: $ 504.95 15% Overhead & Profit: Labor Total: $ 75.74 $ 580.69 MATERIAL INFORMATION Quantity: Unit Cost: Total: Description: Trusseer Estimate Increasing sill to 10" and add lockable paper pass in sill at borrow lites 2 638.40 1,276.80 Southern 1010AM-1 Detention Lockset 2 $ 631.40 $ 1,262.80 Mogul cut cylinder 2 $ 371.98 $ 743.96 Mogul cut key 3 $ 36.25 108.75 Estimated freight, boxing, handling 1 $ 55.00 $ 55.00 $ - $ - $ 3,447.31 0.50% Tax: 10% Overhead & Profit: Material Total: $ 17.24 346.45 $ 3,811.00 0 SUBCONTRACTOR INFOR Quote #: Subcontractor: 0.50% 15% QtY: Tax: Overhead & Profit: EquipmentTotal: Unit Cost: Total: 0 Subcontractor Total: SUMMARY INFOR Labor Total: Material Total: EquipmentTotal: Subcontractor Total: 0.25% 1.10% Insurance: Sub Total: Bond: Grand Total: $ 580.69 $ 3,811,00 $ - $ 10.98 $ 4,402.67 $ 48.43 $ 4,451.10 CORPORATE HEADQUARTERS 1 785 WEST 160AVE., SUITE 700 I BROOMFIELD, CO 80023 1 P. 720 466 3650 I F. 720 438 7573 I w..vv.,,cmIsccurity.us SAN ANTONIO REGIONAL OFFICE I 16103 UNIVERSITY OAK, SUITE 200 I SAN ANTONIO, TX 78249 1 P. 210 467 9255 INTERIOR WOODWORKING SPECIALISTS Request for Quote Summary Project Name: Tukwila Justice Center Project No. 19019 Contractor: BNBuilders, Inc. Source Documents: RFI-312 IWS RFQ No. 039 Date: 12/2/2019 Description: 312_C141 & C142 Non -Contact Visiting SS counter modifications to add cutouts for speaker equipment not identified in bidding documents. 1. CRAFT LABOR COSTS Direct Labor Costs: a. Crew (apprentices, journeymen, & laborers) b. Foreman c. Lead Foreman 500.00 DIRECT LABOR SUBTOTAL $ 500.00 Labor Markups: d. Direct Supervision (NTE 15% of la) e. Safety (NTE 2% of lines la, b, & c) 2. MATERIAL COSTS a. Material total from cost breakdown form 3. EQUIPMENT COSTS a. Equipment total from cost breakdown form 4. SMALL TOOLS a. Small tools (NTE 5% of la & b) $ a. NTE 15% 75.00 6. SUB -SUBCONTRACTORS a. b. Metal Fabricator - 2 cutouts $ 200.00 c. $ - d. $ - e. f. $ - $ Supervision markup should be zero if any foreman time is included in direct labor costs. 1. CRAFT LABOR COSTS $ 500.00 2. MATERIAL COSTS $ 3. EQUIPMENT COSTS $ 4. SMALL TOOLS $ - SUBTOTAL 1 thru 4 500.00 5. OVERHEAD & PROFIT $ 75.00 6. SUB -SUBCONTRACTORS $ 200.00 7. OVERHEAD & PROFIT ON SUB -SUBCONTRACTORS a. NTE 8% $ 16.00 7. OVERHEAD & PROFIT ON SUB -SUBCONTRACTORS $ 16.00 8. INSURANCE a. Payroll driven liability insurance % of 1 $ - b. Volume driven liability insurance % of 1-7 $ - 9. BOND a. Bond % of Sales $ 8. INSURANCE $ 9, BOND $ - TOTAL COST 791.00 RFQ Cost Breakdown Project Name: Tukwila Justice Center Project No. 19019 Contractor: BNBuilders, Inc. IWS RFQ No. 039 Date: 12/2/2019 Contractor Ref. No. RFI-312 Description: _C141 & C142 Non -Contact Visiting SS counter modifications to add cutouts for speaker equipment not identified in bidding documents. IWS EX #: Description Quantity Unit Labor Material Equipment Total Cost Type Unit $ Cost Unit $ Cost Unit $ Cost - $ - - _ . $ - $ - -$ - - _ $ - -$ $ - - _ $ -$ _ $ - - _ $ - - _ _ $ - - _ . _ $ - _ $ $ $ - _ _ - $ - - _ Labor Field Supervisor, Precon, PC - 1020 $125.00 - Drafting - 1000 2 $125.00 250.00 Layout & Engineering - 1010 2 $125.00 $ 250.00 Machining - 2020 $90.00 . Shop Labor - 2010 $90.00 _ Finish - 2030 $90.00 $ - Delivery - 2050 $90.00 - Installation - 2060 $95.00 - Subtotal $ 500.00 - - Foreman $95.00 - Lead Foreman $95.00 - Total Cost of Work 500.00 - - - • Cost Type Vendor Name Install Labor 3400 . Metal 3420 Metal Fabricator - 2 cutouts Solid Surf 3430 Upholstery 3440 Other Subs 3410 Other Subs 3410 rU-"0R Group City ofTukwila Justice Center 73-17158-00 T3C RFI #31Z_C141&[142Non- Contact RFI punpose' Answered 0ussT� Um' suG�sEsToOIN: pmzw m1�\ ws Sabrina Ames m wnIMs - �Bill Brown o�zs ssmT� xem� ruumsmrrr��zo� vm` Q0� 11/22/2O19 312 01626 Info Exchange Comments on the returned submittal "01-055963-1 Detention VVaU Panels" provided direction to install a lockable paper pass in |eiu of the pass thnJshown in detail 34/A9.6 for rooms C141 &C142. After discussion with the design team, the non -contact communicators shown on Detail 5/SE6.2wi|| now need be located within the steel countertop. Please confirm the attached sketch meets the design intent. Also, note the items drawn are not to scale and will be used for coordination purposes and could have potential cost implications Response (Answered) from: Steven Schmitz (ommGroup) - See attached product information for reference. Note DLR Group has not received submittals or product information from the contractor for this equipment. The provided intercom data may be considered similar to the currently proposed application. - Mount speakers to counter with enough clearance to operate paper pass and lock. Comr�mv DLR Group c0mpxmY BNBuilders ` sM/u_ �- �sarnes@d|ngroupxorn |P80we -_- __-- 2O6-461- � � 6O94x73-6O94 | ! swAcL PHONE . biU.brown@bobuUders.c | 206-382-3443 ! ' om �r | oarcc 11/22/2019 nzpzes� Trns TIC RFI #312— [142Non-Contact Visiting i Wall Coordination. i Bill Brown (BNBuilders) Brenna Christensen (BNBui|ders) Dillon Webster (DLRGroup) Ephnann Harsh (BN8Oi1ders) Ethan Bern8u (Shie|sOb|etzJohnsen) Geri Urbas (GNDui|ders) Jeff Clark (BNBui|ders) Sabrina Ames (DLRGroup) Steven Schmitz (OLRGroup) 11/22/2O1Q 01626 p age 2orZ B NBxi|der s Tukwila Justice Ct Construct. 15VV5Tukwila Inter. Blvd. Tukwila, WA 98188 Date: November Z2,2019 Submitted 7�Steve Schmitz DLRGroup, Inc. 51University Street Suite600 Seattle, WA 98101 Te|:ZO6,461x6000 Fax:2O6,4O1.0049 Jbbieot, C141QC14ZNon-Contact Visiting Wall Coordination Discipline- Architectural Subcontractor Date Required: 11/I9/2019 Question ane|�'provided direction toinstall alockable paper pass in Comments onthe returned submittal '01-O55963-1 Detention Wall |eiuufthe pass thmshown indetail 31/Ag.6for rooms C141&Cl4z. After discussion with the design tearrl the non -contact communicators shown on Detail5/SE6.2 will now need be located within the steel countertop. Please confirm the attached sketch meets the design intent Also, note the items drawn are not Uoscale and will be used for coordination purposes and could have potential cost implications - ������� for Information '-��-- RFI No: 312 _ Submitted Br Bill Brown 8NBuilders, Inc. 2d014thAvenue, Suite ]5V Seattle, WA 98121 Tel: (206)382-3443 Answer fubomtractorRF1 Ncr - See attached product information for reference. Note DLR Group has not received submittals or product information from the contractor for this equipment. The provided intercom data may be considered similar to the currently proposed � ',' clearance to operate /paper [pass —`— an d Answered by: Steve Schmitz -D[R Group Copies nrumpanymContact DateAnowered' 1 9 Fax Notes Page 1of1 Holding Side Conduit pathway in P2 wall 474116.. Conduit pathway in steel counter P2 wall Visitor Side Glazing as specified Lackab Lockable passthrough hatch Mounted intercom on steel counter t11211:4 Conduit will run out and up through the gyp wall Gyp Wall as scheduled ������N N��N� ~�N����� d����� �������'��y�������� ���������~��mmm DETENTION ELECTRONIC SYSTEMS srsc*CONTROLS CORPORATION 'MANUFACTURER *omxuv/aCOURT wn.nounum.CALIFORNIA, USA yoorr rsL(y1o)son'1xoo^FAX (o1o)000'11oo`FREE (xoo)nno'eozo FEATURES: FULL DUPLEX COMMUNICATION HANDS FREE OPERATION STYLISH APPEARANCE MUTE AND PRIVACY OPTION MONITOR AND RECORD TAMPER RESISTANT DESIGN 2YEAR WARRANTY FUNCTIONAL DESCRIPTION: The ^JUSTlALK.Duplex Talk Through Communicator is designed for staff nrattorney/client interview rooms, visitation bontha, control room to corridor, and other applications requiring communication through asecurity glass partition nrwall. Full duplex two-way communication isprovided. The ta|kdhmughcommunicator frequency range is4ODVo40UOHz ±3db. . Each pair ofunits iatuned tothe installed location environment to maximize sound levels. The result is very natural hands free communication. JUSTTALK The base system consists of pair of identical units, typically one oneach side o[aviewing window orwall. Usually used for visitation. Order model JVSTTALK. JUSTT4LK-00 Two switches allow anattorney orstaff to silence (of) the voice output from the inmate side; ur\nmute (off) the otaff/aftomey'a side output for privacy. Provided with audio |ineoutfunction tuallow monitoring and recording. Order model JUST7ALK-00, JUSTTALK-V2 Two volume controls allow an attorney or staff to adjust the inmate and staff talk volume from an inmate conversation level 1oamonitor minimum and ostaff/attorney onnvemodnn level to mute (off) unit for privacy. Provided with audio |inooutfunction tnallow monitoring and recording. Order model JUgTTALK4/2. SIZE 2.52^Hx4.44^Dn17lrL 64.0mmHx112.8nmDx431.8mmL POWER: 12'14VnC,i^4AMPS per pair. .3sINCH <NODn|NAL>CAST ALUMINUM, SEMI -GLOSS BLACK (JUSTTALK4/ SHOWN) ' MODEL__ �KUU u��� U|�~ � ` °�~=��~,"~' The recommended mounting location isona4"high hollow metal window frame oi||, centered between oidewa| parti- tions, with the speakers and microphones side pointing down towards the countertop reflective surface. Analternate mounting location isupon the countertop. cen- tered between sidnwa|| partitions, with the speakers and microphones side facing towards the viewing window. SECTION 2-7 1 - 7 KIrlI 1 tlC MODEL DUPLEX TALK THROUGHT COMMUNICATION TYPICAL INSTALLATION r-r 9 CO BNBuilders March 9, 2020 Shiels Obletz Johnsen Attn: Ethan Bemau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 255 & 314 Dear Ethan, BNBuilders hereby submits our proposal for RFI 255 — Uneven Surfaces on Structure Supports and RFI 314 — East Storefront Steel Conflicts. The total proposal of this subject work is Four Thousand Three Hundred Eighty Eight dollars $4,388.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5083 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek(@,soseai.com) Geri Urbas (qeri.urbas(bnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) 2601 -I-1' 3NBOciejs 20.63813443 F: 20638734410 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 255 & 314 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 255 - Uneven Surface on Structure Supports RFI 314 • East Storefront Steel Conflicts COP #: 5083 DATE: 31912020 LBP 03.00 BNB (Foundations/Structure/VVaterproofing) 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $4,179.421 $4179.421 $208.97 -$0.391 Total Change Request $4,388.001 Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 255 & 314 COP #: 5083 Contractor Name: BN Builders DESCRIPTION OF CHANGE: RFI 255 • Uneven Surface on Strcture Supports RFI 314 • East Storefront Steel Conflicts DATE: 31912020 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $2,227.80 $327.42 $0.00 $2,555.221 $383.281 $0.00' !Total Subcontractor Direct Costs + Mark-up + Labor Premium $2,938.501 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $1,149.00 $91.921 'Total Subcontractor Change Request $4,179.421 To the best of my knowledge and belief, I certify that all costs listed above are correct. Date Contractor Signature 15% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: 0 CP #: 0 Date: 1/0/00 Description Quantity Unit Prod. A.1. Labor A.1. Labor Premium B. Material C. Equipment $/Unit Costs Hours $/hour Cost $/hour Cost S/Unit Costs Holes 24 Hrs 1 24 74.26 $ 1,782 69.36 69 - RFI 255 - Slotting Existing 6 Hrs 1 6 74.26 $ 446 258.06 $ 258 - RFI 314 - Grind Steel - - - $ - - - - - $ - $ - - $ - $ - $ - - - - - $ - - $ - $ - - - $ - $ - - s. $ - $ - $ - $ - $ - - $ $ - - - $ - $ - - $ - - - $ $ - $ - - $ $ - $ - - $ - $ - - $ - - $ $ - - - $ - - - . $ - - - - $ - $ - $ - $ - - - B. $ 327 C. $ - Cost Work A. $ 2,228 $ - $ - Total of ENBuilders Inc Job Cost Journal - Detail 119700.000 COTJC SP BP03.00 FNDN/Struc/WP Date Range: to 03-09-2020 Cost Invoice #/ Period End Code Pay ID/Ref 1 Date Description Vendor/Employee Page 14 System Date: 03-09-20 System Time: 9:43 am Record Security: Disabled Hours Cost 500.005047 RFI 213 L REG 09-21-2019 PR cost Carlos Alarcon Godoy 3.00 REG 09-21-2019 PR cost Casey Drennen 8.00 REG 09-21-2019 PR cost Jesse Esparza 3.00 RFC. 08-21-2019 PR ,r1.t.. Alexander Ralina9 A no Carlos Alarcon Godoy 12.00 Casey Drennen 12.00 REG REG 10-26-2019 PR cost 10-26-2019 PR cost Cost Code Total 46.00 RFI 255 (Coded to incorrect Cost Code) 500.005083 RFI 314 - East Storefront St1 L REG 12-07-2019 PR cost Carlos Alarcon Godoy 3.00 REG 12-07-2019 PR cost ,Scott Sander 3.00 , , 18 IN00126952 12-04-2019 MATERIAL SUPPLIES Atlas Construction Specialts Cost Code Total 6.00 500.006065 RFI 255 - Uneven Surface on St M 12828503 10-31-2019 Material Supply 258.06 Tacoma Screw Products, Inc. 69.36 1.1,16 REMIT TO Tacoma Screw Products, Inc. lacomtiscrew.com Fasteners r, Tools * Maintenance &ShopSupPlies incottut Scr ow Product %, li Ann: Accounts Iloceivablo RO. Box 35165 Seattle.), WA 981 24 -5165 U.S.A. BILL TO II 119294 GRIZZLY RETAIL RENTALS LLC ATTN ACCOUNTS PAYABLE 2601 4TH AVE STE 350 SEATTLE, WA 98121 11 Invoice 111 INVOICE # 12828503 LOCATION GEORGETOWN DATE 10131 9 PAGE 1 OF 1 1 lll 111 SHIP TO GRIZZLY RETAIL RENTALS LLC ATTN RECEIVING 30517 SE 8TH ST PRESTON, WA 98050 7 ORDER NUMBER S593226 wurFEN EVM ORDER DATE 10;31/19 ORIGINAL QUOTE CUSIOMIII P10 NUM16 1 119700 RFI255 PAYML N1 11-11MS NET 30 DAYS SALES REP. • H 069-501-1 STEEL SQUARE PLATE WASHER 1/2- x 2" x 3/16" PLAIN RELEASE# JOR NUM11111 119700 150 150 0 SHIP VIA WILL CALL GEORGETOWN 46.2432 C 69.36 hank you for you order. PIoaso nolo that all sales are subject to lac Screw Products, It c.'s Forms of Salo and Conditions of Salo. If thore should be arty questions, or if we can be of fortlfer service, please call (253) 572-3444 or (800) 562 8192. We appreciate and value your continued business. DEPOSIT APPLIED MERCHANDISE TOTAL 69.36 HANDLING 0.00 MISC CHARGE 0.00 TAX 0.00 FREIGFIT 0.00 DEPOSIT AMOUNT 0.00 0.00 INVOICE TOTAL PICK-UP SIGNATURE: AUSTIN Seattle Store 4044 22nd Ave. W Seattle, WA 98199 Fax (206) 283-7546 Pacific Store 1215 Thornton Ave SVV Pacific, WA98047 Fax (253) 826-0260 (206) 283-2000 Toll Free(866) GO ATLAS www.atlasconstructionspecialtiescom Sold To B N BUILDERS, INC 2601 - 4TH AVE, SUITE 350 SEATTLE, WA 98121 Reference IOrder Date Dec 3, 2019 Customer No. 006707 Ship Ta INVOICE Invoice Number IN00126952 Invoice Date 12/04/2019 Page 1 Order Number 0R117624 Order Date 12/03/2019 Shlp Date 12/04/2019 TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD STEPHAN 206-482-4050 BEN 206-406-8267 TUKWILA, WA Salesperson 05 PO Number Ship Via Terms 118021 100-083 OT 1% 10TH NET 30 Qty. Ord. 10,00 2.00 2.00 10.00 Qty. Shp. 10.00 2.00 2.00 10.00 Qty. B/0 0.00 Item Number 004-15-4274 0.00 002-10-48005026 0.00 002-10-48005788 0.00 008-01-2251000 Due Date 1/10/2020 Description 1/4 X 4 1/2 TYPE 27 STEEL DISC (61001) PKG (5) 9" 5/8T (AX) SAWZALL PKG(5) 9" 18T TORCH SAWZALL BL ROLLS DANGER TAPE (1000) Amount Due Discount Date 258.06 1/10/2020 rF, 314 Unit Price UOM 3 97 EA 24 83 PK 23 30 PK 10.85 EA Disc. Amount 2 58 Extended Price 39.70 • 49 66 46 60 ' 108.50 PLEASE REMIT TO: Comments: ATLAS CONSTRUCTION SPECIALTIES COMPANY, INC PO BOX 1245 SUMNER, WA98390 There will be a minimurn20% restock charge for authorized material returns Material must have a minimum90 day remaining shelf No returns on custom or special order material Items or charges marked with an asterisl() are taxable. Tax summary: WA 1729 8.84 4.76 Costs associated with the collection of past due accounts, including attorney'S fees shall be the sole responsibility of the recipient Non-taxable Taxable Subtotal Total sales tax Total amount Less payment Less pmt. disc Amount due 108.50 135.96 244.46 13.60 258.06 0.00 0.00 258.06 Apex Steel, Inc. 935mirkland Ave Kirkland WA onn 425-861-9520 m^zo*soe7er To: BNBuUders 2O014thAve Suite 350 Seattle VVA88121 Attn: Office Fax: 206~382'3440 Site Fax: SubContractor Change Order Proposal Summary Project:13OS JuoUoaCenber(CP) 15OO5Tukwila International Blvd Tukwila WA 98188 Description ofChange: Weld Plate Washers References: 024 Date Submitted: 12/12/2019 Apex Steel reserves the right tomodify this proposal ifsite conditions have not been accurately represented. Cost Items Basic Hourly Small Tools & OH Consunmb|em% Cost Total $87.84 10 MrsJ|VV 0MroJNVOT@ $137-15/H, OHnxJmYOT@ $169.83/Mr 18'GL@ $5.50/Mr 32'8L@ $676VHr 65'/VNP@$25.45/Hr 85'/WP@ $40.86/Hr 1OKForklift @042.RO/H, Welding Outfil@ $24.20/Hr Fume Extractor @$4.O6/Mr RotoHammer & Bits @*1O.44/Hr Torch Cart @ *6.83/Mr Hoisting $260/Mr Engineering Detailing ' Decking Materials - Fabrication Adjustment ' 121/0 019 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 $1,[UOJ6 Total Amount Requested: From: 4 Todd Harris Apex Steel, Project Manager Apex Steel, Inc. I Apex Tower Crane, Inc. EWO # X JOB NUMBER: ff CONTRACTOR'S NAME: JOB NAME: EXTRA WORK AUTHORIZATION FORM EXTRA WORK LOCATION IN ZONE # AT GRIDS & AT ELEV EXTRA WORK TO BE PERFORMED AND BILLED AS: (CIRCLE ONE) EXTRA WORK TO OUR CONTRACT: FRAIGHT TIME DOUBLE TIME OVERTIME EXTRA WORK OR PROBLEM: -\7‘ :(\( to,4-1- h2kt. PREMIUM TIME OTHER: Solution AUTHORIZATION TO PROCEED WITH THE EXTRA WORK AS DESCRIBED: GENERAL CONTRACTOR DATE EMP OYEES NAME I ST OT DT DATE SIZE EQUIPMENT HRS Ket.1 r- L FOOT BOOM LIFT li FOOT SCISSOR LIFT WELDING MACHINE 0 BURNING OUTFIT ( 1 LN 25 WIRE FEEDER Li ROTO-HAMMER & BITS 1 11 HI TOR UE EXTRA WORK COMPLETE 51,YES 0 NO THE DESCRIBED WORK HAS BEEN PERFORMED AS AUTHORIZED AND TT-IE A OVE SIGN: GENERAL CONTRACTOR -) SIGN: DATE ARE CORRECT: Apex Steel, Inc. 9 5 Kirkland Ave, Kirkland, WA 98033 (p) 425.861.9520 (f) 425.869.27 7 M DN R Group ouz�,pup puOxI �cT: suso��r' pVrm)s�� gVssr»O[v: nxNE � Lisa Ridley nz City ofTukwila Justice Center 73-17158-00 TIC RFI#255_Uneven Surface on Structural Supports RFI Answered oI,\rssemr: r��mswrrrw'zo` 10/23/201g 255 01382 Info Exchange The structural supports for the storefront windows were installed 1/2. from the edge ofstem wall per detail 7onS4.2.The metal framing was installed per plan and sits on the edge of the stem wall which causes an uneven surface for the insulated panels torest on. The panels need aflat surface to mount toasshown 1n detail 35onA1O.1. Per discussion with DLR on -site, we think the easiest fix will be to slot the holes in the support and adjust tofit flush with the framing. Please confirm this is acceptable. At contractor's option this dimension may be reduced to 0" by either: 1) Drilling new holes in the base angle. 2) Slotting the existing holes in the base angle. This would require the addition of plate washers welded to the base angle. E[L-KPPF 10/16/19 mAws_ Bill Brown Geri, Urbao � Sabrina Ames 'Ethan Ber e0 Liz Van Wieringen Jeff Clark | DLR Group c)mp*wv � BNBuA|derS |� �BN8ulders | OBlGrUup �Shiels0detz Johnsen GNBuik]ers BNBui|ders ' eM/u� � �snA � -- | bOlbm�����uUde�z , �omger- iurbas@bnbuUders.c on� � ' 'pnome |2O6-461- 206_382-3443 Z06-461- / ! !8thaVb@sojsea.con) 206-838_3705 ' Uz.Vanw|ehngem@bnbui| �06'�Q�'3443 � �� � '�ers.conl ]ef.C|ark@bnbuUders.c 306-382-3443 oyr� zo: mmmF /��xnY- 8rennaChhstensen Dillon Webster - - Steven Schmitz 8NBUi|ders � - — DLRQroup | — DLR Group onn brenna.chhstensen@bn dwebster@dlrgroup-com � sschrnitz@d|rgroup.conn - --- | TIC RFl#25S_Uneven 10/16/2019 Surface on Structural � 206-383-3443 | | 206-461~ i � 6O4Sx73-6D45 ] r 2V6-461- ! 6U44x73-6044 � muwee� � SCALE PogaZo[2 Request for Information RFI No: 255 BN Builders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: October 16, 2019 Submitted To: Steve Schmitz Submitted By: Bill Brown DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel 206.461.6000 Fax: 206.461.6049 Subject: Uneven Surface on Structural Supports ascip/ine: Architectural Subcontractor: Question BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor RFI No: Date Required: 10/23/2019 The structural supports for the storefront windows were installed 1/2" from the edge of stem wall per detail 7 on S4.2. The metal framing was installed per plan and sits on the edge of the stem wall which causes an uneven surface for the insulated panels to rest on. The panels need a flat surface to mount to as shown in detail 25 on A10.1. Per discussion with DLR on -site, we think the easiest fix will be to slot the holes in the support and adjust to fit flush with the framing. Please confirm this is acceptable. Answer At contractor's option this dimension may be reduced to 0" by either: 1) Drilling new holes in the base angle. 2) Slotting the existing holes in the base angle. This would require the addition of plate washers welded to the base angle. ECL - KPFF 10/16/19 Answered by: Steve Schmitz - DLR Group Date Answered: 10/22/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 GRID -- STOREFRONT PER ARCH DWGS — I_Sx3x318 LLV CONT L54,08 CONT 1/20x3 1/4' EMBED MECH ANCHOR g, i6" OC T,SOG Slot holes and move angle out flush to resemble detail 25 DETAIL AT STOREFRONT PS.:C;U C THE ; AISLRV:H:: ' °N „„:\ , TRIM TO MATCH MOE, METAL PANEL ?NiSUE •GIRT &, TMODULAR METAL T PANEL ,ER R.21 STARTER TRACK PER MANNER. BASLASHING SET PAVING OR MOW SERP PER CIVILLANDSCIkPE LEVEL fit •-•.,,. ----,11 RIGID INSULATION WI TR ECT ION BOARD AT DEL OW GRA',DE ALUM STOREFRONT MTH SSG SYSTEM AT INTERM, VEAT, MLILITONS PANTED 11 U MEE STOOL. I SEALANT & BACKER1 BOTH SIDES METAL snaps METAL WRAP ' fNqNATEN 4.7 1. CORE BACK UP PANEL R,21 SEALANT & BACKER ROD -ET If, .77. BASE PER SCHEEL \ L ANGLES PER STRUCTURAL 25 WINDOW SILL AT MODULAR METAL PANEL AT GRADE 14" = A10 1 SCALE Y - TO 1/4 4-12 1/4 4-12 At contractor's option this dimension may be reduced to 0" by either: 1) Drilling new holes in the base angle. 2) Slotting the existing holes in the base angle. This would require the addition of plate washers welded to the base angle. fx) 1/2" 2 1/2" Detail at Storefront NTS Reference 7/S4.2 • STOREFRONT PER ARCH DWGS L5x3x3/8 LLV CONT L5x5x3/8 CONT W/ 1/2"0x3 1/4" EMBED MECH ANCHOR @ 16" OC T/SOG ECL KPFF 1 0/1 6/1 9 Request for Information BNBui|der» Tukwila Justice Ctr Construct. z5n0sTukwila Inter. Blvd. BNB Project#11m031'100 Date: November 25, 2019 Submitted To.- Steve Schmitz Submitted Br EphramHa,sh DLRGroup, Inc. DNBuilders' 51University Street 26O14thAve Suite ]50 Suite 6O0 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: East Storefront Steel Conflict Dikioline: Architectural DocomentRefenenoo 1]/A9.], E9051(Structura| Spec Section., Steel Drawings) Potential Cost Impact Yes Potential Schedule Impact Subcontractor General Storefronts Inc. Subuont/actorxF1 Ncr Question Date Required: 12/2/2019 The 1/2" knife plates shown on the attached structural steel drawings sit 3/8" below the stud framing and into the Storefront system. ]kShas also brought this upas a concern due tnthere not being acontinuous smooth surface tnapply the foil face wea barrier. Please confirm one of the two options below or advise on an alternate solution 1. Grind the knife plate dmwn3/8" spthat itis no longer protruding through the storefront system (more cost effective) 2. Adjust framing so that studs cover up knife plates. Be advised this will lessen the RO slightly (less cost effective) Answer` Option 1 is acceptable. |F'KPFF 11-26-2019 Answered by: Date Answered: Copies To: chnysmr&Contact Fax Notes Page 1 of 38 THK. PLATE (B/S) <4, .5tadow , 4.444'441Q444461,44404400044,g:01:::#4,04644g4Ki44.0*":44412:44,:r " CI 1- cn L.c-) CT_ 4,41,1, • 4,44444,44: 0 uJ :41,4,44 .. • :44 "4.. IINBuilders March 10, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 318 — Downspout at West Canopy Dear Ethan, BNBuilders hereby submits our proposal for adding downspouts at the West Canopy per RFI 318. The total proposal of this subject work is Seven Thousand Seven Hundred dollars $7,700.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5087 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseai.com) Geri Urbas (qeri.urbas@,bnbuilders.com) Steve Schmitz (sschmitz@dlrqroup.com) 26.01 Avenue, Suite 350 Seanic, 98121 T: 206.382.3443 F. 206.3823440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 318 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 318 • Downspout at West Canopy COP #: 5087 DATE: 311012020 BP 07.50 Axiom BP 31.00 Iliad $1,944.00 $5,389.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $7,333.00 $366.65 $0.35 Total Change Request $7,700.00 COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: RFI 318 CP #: 5087 Date: 3/10/20 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - - $ - $ - - $ - $ $ - - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ _ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - _ $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - _ $ - $ - $ - $ - $ - $ - $ - $ _ Total Cost of Work A. $ - $ - $ - B. $ - C. $ - CHANGE ORDER PROPOSAL To: BNBuilders Inc. COP No: 5 2601 Fourth Avenue, Suite 350 Date: 12/19/2019 Seattle, WA 98121 Attn: Jeff Clark Project: Tukwila Justice Center Per RFI-318 response, there are additional downspouts for connenction at the west canopy. Authored By: Nathan, Axiom D7 Labor: Hours: Rate: Item Total: $ $ $ - $ $ - $ $ $ $ $ $ $ $ - $ $ - $ $ - $ Material: Qty: Cost: Item Total: Unit Price (additional 3 downspouts) 1 $ 1,800.00 $ 1,800.00 $ - $ $ - $ Tools, Equipment & Rentals: Qty: Rate: Item Total: Delivery Mobilization $ 55.00 $ $ - $ Labor: 0 $ Material: $ 1,800.00 Equip & Rentals: $ - SubtotaL: $ 1,800.00 Small Tools Consumable: 0% $ Bonds: 0% $ Insurance: 0% $ Subtotal: $ 1,800.00 Overhead: 3% $ 54.00 Profit: 5% $ 90.00 Billing Adjustment: $ - Change Order Total: $ 1,944.00 Work will proceed upon approval, and the COP sum added to the contract price is to be: $ 1,944.00 Original Base Contract: $ 583,020.00 This COP Request: $ 1,944.00 Others Approved COPs: $ - Other Pending Requests: $ 2,272.00 Total Contract to Date: $ 583,020.00 Total Contract plus Pending COPs: $ 587,236.00 Authorized Signature: Authorized Signature Axiom Division 7 Inc Date: Date: BNBuilders Inc. When signed by the Owner and the Contractor, this document becomes effective immediately and will be promptly incorporated as part of the next available Change Order. The Contractor shall proceed with the change(s) described above, and both parties will be bound to the adjustments in Contract Sum and Contract Time proposed above as the complete and final settlement plan direct and indirect costs and time impacts arising from the above change(s). LOW SLOPE ROOFING SOLUTIONS / LIVE ROOFS / ROOFING ACCESSORIES 1841 Front Street - Suite A, Lynden WA 98264 p. (360) 354-1184 f. (360) 318-9526 NORTHSHORE Change Order Proposal Project: Tukwila Justice Center Attn: Nathan Swartzentruber COP/RFI No: RFI 318 Phone: NSE Ref: NSE 01 Fax: NSE Contact: Kristi Gouy Date: December 6, 2019 DESCRIPTION: RFI 318 - Add 3 downspouts at canopy TOTAL PRICE: $1,800.00 EXCLUSIONS: NOTES: CONTRACTOR APPROVAL The Contractor/Owner by signing below hereby orders Northshore Exteriors, Inc. to proceed with the above mentioned extra work, and will issue a formal Change Order as soon as possible. Signature Name (Printed) Date Title NORTHSHORE EXTERIORS, INC. 11831 BEVERLY PARK ROAD, BLDG 'C' * EVERETT, WA 98204 * 425.740.3700 * Fax 425.740.3701 www.northshoreext.com ��yt st4Ys`�z�tt#� 44. r,r Itemized Change Order Proposal Attention: Nathan Swartzentruber Date: NSE Ref. By: 12/6/2019 Project: Tukwila Justice Center NSE 01 COP / RFI #: RFI 318 Kristi Gouy Work Description RFI 318: Additional downspouts at canopy QUANTITIES. LABOR MATERIALS EQUIPMENT No of Unit Units Description $/Hour Total $/Unit Total Rate Total Labor Shop Joumeymen 3 Per Hr $ 82.43 $ 24728 $ - $ - Shop Foreman Per Hr $ 87,95 $ - $ - $ - Field Journeymen 6 Per Hr $ 79.23 $ 475.38 $ - $ - Field Foreman Per Hr $ 85.22 $ - $ - $ - Apprentice 6 Per Hr $ 59.13 $ 354.78 $ - $ - Delivery Driver Per Hr $ 43.77 $ - $ - $ - Material .050" Alum Matte Black 5 Sheets $ - $ 80.00 $ 400.00 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Equipment 20 ft flat bed 0 Per Hr $ - $ - $ 57.00 $ - 8 ft 1/2 ton Per Hr $ - $ - $ 32.29 $ - Finn Power Shear Genius Per Hr $ - $ - $ 396.14 $ - RAS 90 Break 1 Per Hr $ - $ - $ 74,28 $ 74.28 CNC Router Per Hr $ - $ - $ 89.51 $ - Salvagnini Per Hr $ - $ - $ 342.57 $ - 45 ft boom Manlift (Rented) Day $ - $ - $ 450.00 $ - 65 ftBoom Manlift (Rented) Day $ - $ - $ 500.00 $ - 26 Ft Scissor Lift 1000# (rented) Day $ - $ - $ 300.00 $ - $ - $ $ Subtotals Safety act expense a 2% of direct labor Small. tools expense @ 3% of direct labor Transportation $4.76 per Field Foreman Hour Subtotals without overhead & profit Other Expense: Contractor Total Value of work for $ 1,077.44 $ 400,00 $ 74.28 $ $ 1,077,44 $ 400.00 $ 74.28 Subtotal of all expenses (labor, materials, &equipment) liability insurance 1.75°%oflabor, .materials, &:equipment Total value of work for this contract before overhead & profit 15 % overhead & profit this contract including overhead & profit $ 1,551.72 $ 27.16 $ 1,578.88 $ 232.76 $ 1,811.63 Exclusions: Note: All owned equipment rates are from the National Roofing Contractors Association's, "Roofing Contractors Equipment Cost Schedule", Ninth Edition. Copyright 2003. Rented equipment as Quoted. Contractor agrees that by ordering Northshore to proceed on such above mentioned work, contractor agrees that such work is above and beyond the scope of the original contract, and accepts this itemized breakdown in its entirety as fair compensation for such work. Contractor further agrees that by ordering such extra work, it shall issue a change order as soon as possible, regardless of whether or not owner approves such changes. CONTRACTOR APPROVAL The Contractor/owner by signing below hereby orders Northshore Exteriors, Inc. to proceed with the above mentioned extra work, and will issue a formal Change Order as soon as possible. Signature Date Name (printed) Title NORTHSHORE EXTERIORS. INC. 11831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 " 425.740.3700 " Fax 425.740.3701 ww w, no rths horeext, com ONDuilders TJC Project No. SUBCONTRACTOR: DESCRIPTION OF WORK: Subcontractor CP Breakdown Summary Iliad RFI #318 I. SUBCONTRACTORS DIRECT WORK Cost Event #: CP #: Document #: Date: 12/10/2019 A. DIRECT LABOR COSTS B. MATERIAL COSTS C. EQUIPMENT COSTS ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) D. SUBTOTAL DIRECT WORK (Total A, B, C, and D Above) 3,060 954 672 4,686 II. SUIi3TIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ - $ - $ - $ H. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) B. Fee on Subtler Subcontractor Direct Costs (Item H) 15% $ 702.93 6% $ V. SUBTOTAL SUBTOTAL (Total of Parts I, II, III Above) Liability Insurance Bond Costs V. TOTAL TOTAL (Total of Parts I, II, III, IV Above) VI. UNIT PRICE TOTAL TOTAL $ 5,389 5,389 Project Name:TJC Project No. COP Cost Breakdown Subcontractor: Iliad Work Description: RF|#318 Spec Section Description Quantity Unit Prod. Hours A. Labor B. Material CiEqui $/huur Cost $/Unk Costs $/Unit Operator 1 ea 16 71.46 $ 1.148 $ ' Laborer 1 ea 16 59.91 $ 959 $ Laborer 1 ea 16 58.91 $ 959 Excavator 1 pa 16 * ' * ' 33.83 Tool Truck 1 ea 18 * $ ' 8.04 4" 3034 pipe 40 if $ ' 4.09 $ 184 4''9Obends 4 ea $ ' 34.90 $ 140 OuUetRip'rep 2 ton * ' 45.00 $ SU Pipe Bedding 6 ton $ 25.00 $ 150 Spoils disposal O ton $ ' 68.50 $ 411 $ ' � * ' * ' � Total Cost ofWork A. $ 3.060 B. $ 954_ CJ 11U8 Mobilized Mbbeoo.steel sheets dropped off, received CBfrom cuz.Per plan, basin t Event #: CP #: icument # Date: 11/26/2019 ipment I D. Contract Unit Price Costs Unit Prices Cost $ - - $ - $ - $ - $ - $ 543 $ - $ - $ - $ 129 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 672 D.I$ 4,686 Request for Information RFI No: 318 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: November 27, 2019 Submitted To: Steve Schmitz Submitted By: Ephram Harsh DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject Downspout at West Canopy Discipline: Architectural Document Reference. 41/A4.2 Spec Section: Subcontractor Northshore Exteriors Subcontractor RFI Ncr Question Date Required: 12/4/2019 Detail 41 on A4.2 shows a gutter that is to be sloped towards the downspoutPlease advise on placement and routing for downspout. Please also advise if a shroud is required. Answer Provide (4) downspouts, (1) at each cenopy column. Route downspout from base of column with elbow to drain/daylight into bioretention planter. A shroud is not required for downspouts at the canopy. Paint downspouts to match columns. Answered by: Steve Schmitz - DLR Group Date Answered: 12/04/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 HNBuilders March 10, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 332 — Level 2 Gap at Exterior Framing and Interior Slab Dear Ethan, BNBuilders hereby submits our proposal for RFI 332 — Level 2 Gap at Exterior Framing and Interior Slab. The total proposal of this subject work is Ten Thousand Fourteen dollars $10,014.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5092 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (Iustinek@soseaj.com) Geri Urbas (qeri.urbas(,bnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) BNEiuHders 2601 rl'h Avenue, SLNte 350 WA 98'121 T: 206 :182 T;21A3 F: 20(53823440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBtlilders PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 332 - Level 2 Gap at Ext, Framing and Int. Slab CCDIASI #: COP #: DATE: RFI 332 5092 311012020 BP 09.20 Northwest Partition BP 09.60 Great Floors $7,121.00 $2,416.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $9,537.00 $476.85 $0.15 Total Change Request $10,014,00 To the best of my knowledge and belief, 1 certify that all cots listed above are correct. Contractor Signature Date 5% yugv |nf2 3/4/202O 9021 SOUTH 18DmIT,83NT,WA—pH(206) 241'0229FAX To: BNDuUders Attn: Jeff Clark Ephram Harsh Perjob walk Site: Tukwila Justice Center Atthe 2 d floor perimeter where the metal flange has been installed between the subfoor and the wall: Two options; l. Floor prep to float over the flange and the screw heads if the screw heads have not een ground down: Materials: $871.00 (I unit primer, 48bags patch) Labor: $1545.00(464lineal feet @ $I33/|f) Total: $2416,00 - A,fr' *rep if the heads have been ground down: $434.00 (1 unit 4 bags of patch) Total: 1209.00 INCLUSIONS: Unless otherwise noted the following items are included: transitions adhesives, sundries. EXCLUSIONS: Any items not listed on this document are not included in this bid proposal. Additionally, unless otherwise noted above, the following items are specifically excluded: bonds, taxes, furniture moving, demo and removal, floor and wall prep, cleaning, waxing, sealing, protection, concrete moisture testing, concrete moisture mitigation, underlayments, hoisting, patching, after hours/weekend work, union labor. Bid valid 30 days TERMS: Payment, net '3Odays. All floor covering to be installed per manufacturer's installation instructions. Conditions set forth in this proposal are binding unless otherwise negotiated and mutually agreed upon xvxSn|NGTUNCONTRACTORS LICENSE wmRsxTF*gssm4. Acknowledgement and Agreement: The undersigned accepts, agrees to, and acknowledges all terms and conditions set forth inthis proposal. Printed Name: Thank you for the opportunity to be of service! John Scott Account Representative, Great Floors Commercial Sales Page 2 of 2 3/4/2020 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: Add additional framing angle per RFI #332 Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0017 External/RCO# GC Ref# Date Dec 26, 2019 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Frame Interior install Tapcon screws 16" on center Stock D/W - Truck/Shop Time Material 4" X 1" ANGLE (54MILS) G60 3/16" X 1 1/4" FLAT TAPCON SCREWS HEX -HEAD Total Miscellaneous Charges Size 10' PCS Quantity UOM Unit Total 22 00 Hrs 22 00 36.00 Hrs 36.00 4.00 Hrs 4.00 Quantity UOM 47.00 PCS 375.00 EA Rate 72.31 72.31 72.31 Total $1,590.82 $2,603.16 $289.24 Total Labor Unit Price 1 568 LF 1895 PCS $4,483.22 Total $736.96 $71.06 Total Material $808.02 Total B&O Tax .48% GL Insurance 1% Total Other Subtrade Charges $29 60 $61.96 Total Miscellaneous Charges $91.56 Total Insulation $875.00 Total Other Subtrade Charges $875.00 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers 20006 - 144th Avenue NE, Woodinville, WA 98072 Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Overhead Sub -tier 8%: T 425-375-2500 $4,483.22 $808.02 $875.00 $0.00 $91.56 $6,257.31 $793.69 $70.00 15.00% 8.00% Total: $7,121.00 F 425-375-2540 http://www.nwpart.com Run on: January 3, 2020 5:47 AM Project: Tukwila Justice Center Customer: Northwest Partitions Inc. Contractor COR #: Insulpro COR #: 01 Subject: Lvl 2 Gap at framing Reference: Change Order Form Date: 12/27/2019 Attention: Chris Ayers 0611041001VOROWARMIGIIIIIIMMEIVISINSUMBIMIninafnonmillinliel Supply and install insulation at gap at exterior framing and interior slab edge 1. Direct Labor - Rates are inclusive or all direct labor, delivery, stocking, superintendence, supervision, management, labor burden, taxes, small tools, insurance, safety, warranty, general condition costs and similar. 10110511111111/M1ROVISWIRMAIN finatileglaittatillnlireteanstna 101011041 I410040011 Labor $ 82.29 Hr 6.0 $ 493.74 - 0.0 $ - $ - 0.0 - - 0.0 - $ - 0.0 - - 0.0 Subtotal Labor Cost: 2. Materials 493.74 01# „,",ltr „k. JM R19x16 \„K,S,',' Vtittli„: A $ 0.44 x'a*:41:mw\:,Xlk‘',A,,V'',;x,'„, SF AT,- ,',,,M\ )X;W,-;\''.,,,,‘"K 41"- 7 ,..,-','. ';1 '' ,'.i 600.0 8 :. 1,' *NV 10' 5 $ 266.70 _ 0.0 - - 0.0 - 0.0 - . 0.0 - $ - 0.0 - $ - 0.0 - - 0.0 - $ - 0.0 - Subtotal Material Cost: 3. E ui ment - o . o 4. Delivery and Lociistics Ex enses $_ Submitted By: Subtotal Delivery Cost: Subtotal Labor, Material, Equipment, and Delivery Cost: Markup (15%) Total Change Order Request: Commercial Accounts Manager Insulpro Projects $ 760.44 lajecatiM, $ 876 Service -Partners LLC Job Description From the Desk Ken Coler kcoler@service-partners.com DATE QUOTED: 1/2/2020 QUOTED BY: Ken Coler CUSTOMER: INDIVIDUAL: EXPIRATION: 3/30/2020 Darwin JOB NAME JM Quote DELIVER TO: PHONE: PO Notes 1/2/2020 Hi Darwin, Please note there is an 8% increase February 1 st on all fiberglass products from the manufactuers. Thanks, Ken Coler 206-793-6049 TYPE Quantity UOM SF/PKG #PKG PRICE UOM EXTENDED R19x16x96" UF JM 1,066.70 SF 106.67 10.00 $ 440,00 MSF $ 469.35 Prices subject to change based on manufacturer increases. Special orde returned. tems are non -stock and may not be Subtotal Tax Delivery Total 50.00 Chris Ayers From: Terry Henry <HenryT@stee|eccom> Sent: Thursday, December 262O19 8:23 AM To: Chris Ayers; RevecaFranco Subject: RE lOC -Ang|e pricing 1568.00 per in 15.68 per 10' stick Terry Henry Outside Sales Cell: (ZS3)B51-2903 From: Chris Ayer [naUto:ChhsA@nwpart.com] Sent: Thursday, December 26' 20198:18 AM To: Terry Henry <HenryT@steeler.com>; Reveca Franco <FrancoR@steeler.com> Sub]ect:T][ Angle pricing Morning Terry and Reveca, |amhoping someone lsinthat can help meout with this pricing right away. |amlooking for 4"xI"leg angle by16GA. | amthinking IO' lengths. I will need roughly 52 pieces. Thank you, ORTH' EST PARTITI INS PIVI/Estimator 20006 144th Ave NE, Woodinville, WA 98072 ��Let's goGREEN, save the planet! (Please dunot print email, unless you need hJ Click here to report this email as spam. This email message, including any attachments, is for sole use of the intended recipient and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. 1 12/26/2019 Tapcon 3/16 in. x 1-1/4 in. Hex -Washer -Head Concrete Anchors (75-Pack)-24300 - The Home Depot Home / Hardware / Fasteners / Anchors / Masonry & Concrete Anchors Similar Options to Consider Tapcon 3/16 in. x 1-3/4 in. Hex - Washer -Head (85) $1455 Tapcon 1/4 in. x 1- Tapcon 3/16 in. x 1/4 in. Hex- 1-3/4 in. Phillips - Washer -Head Flat -Head (441) (312) $1 821 Internet #100209254 Model # 24300 Store SKU #459924 Save to Favorites Tapcon 1/4 in. x 1- Tapco 3/4 in. Hex- 1-1/4 ii Washer -Head (441) $1 560 $2130 CONCRETE ANCHORS x 1-1/4" Tapcon 3/16 in. x 1-1/4 in. Hex -Washer -Head Concrete Anchors (75-Pack) ****1 (111) Write a Review $ 1 421 Save up to $100° on your qualifying purchase. Apply for a Home Depot Consumer Card Package Quantity: 75 25 75 $142 https://www.homedepot.com/p/Tapcon-3-16-in-x-1-1-4-in-Hex-Washer-Head-Concrete-Anchors-75-Pack-24300/100209254 1/4 Request for Information RFI No: 332 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: December 13, 2019 Submitted To: Steve Schmitz Submitted By: Ephram Harsh DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Level 2 Gap at Framing and Slab Discipline: Architectural Potential Cost Impact Yes Potential Schedule Impact Subcontractor Subcontractor RFI Na. Question Date Required: 12/20/2019 Around the perimeter of Level2 there is a I" to a 1-1/2" gap where the Exterior stud framing is connected to the interior slab. Please see attached stud framing detail showing this connection.This will cause potential maintenance issues as well as issues wil the base if there is movement within the framed wall. Please advise. Answer Provide metal angle spanning the gap between the slab edge and adjacent wall. Fasten angle to slab. Fill voids in stud cavities with sound attenuating batts to prevent sound transfer between floors. Answered by: Steve Schmitz - DLR Group Date Answered: 12/20/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 I 1 1 Y /7) I i I I. xE.ur roarswa�..I4 ve LEGEND NOTES wm Mn+csE sanms,w, xa mMwrtm4 R a§ , DLR Group 0 I 1 17007.pzews o..lEo ta'i r .. 441 r.r r r.o• r ITZe s,cusmT.ei 4 WATERLINE AREAS PUB /A Ott*`. O{� ® ® taut — —_ 1L — 11 MI .-n— —1 _ v.. _ - � C�CV ® �� �tirrt +—mq B'Lvu'�`� 1 I I Q � I so-s L.,; � — S. _ A re ill 1 M O— 1 N �� Mini:;:;:r:::.:,47:37.1-!..;::::::....7:a:,,EL.,,,,,,,, _i T 0 4S9 �`® ®P f `� ,,r e11111_ m 1-r. N Ei :EwEe , �. In n,x _ �� - -}' I� ©- �- ® �.:�. ®III - - 0 i■ q 1 _ _ ......, 17,— EIIIILISIIIE O O RI:L 7: KO 91 .2 ... fK r. Y evr M.vr Pala Q, ,. ,�„ Inp I W [fif IC 4'FE tcc .-mot CD ► p _ 0 Li, :.. r.r M.rr r v:r ir:e r r I W U 0—_ aI -1 — 1 - IT- - —� - - O W 1 oa- I 1 a iiI A. ® �' aE: 1 1 5 1 1 �il I I 5 1 III ` 1 �. ry t"u�+� law', 2-SHOT PINS AT B"OC. Cw`I"— 1" MAX. Y. oa 3 F— o _. /� a m q ' CLOSURE PLATE; � \'l x_r";v+=.s �e - --EY EOR, i/4"MIN. CONFORMED �'l� ® lI e, <r n << '< r:v ..r •r. = r 1 ® I r.Y ..> r.a rJ ® CONCRETE OVER STEEL DECK, BY FOR ` ) , B E TSN DRIFTTRAK DTSLB WITH 2- #12 SCREWS CENTERED IN SLOTS AT EACH STUD AND ONE ON EACH SIDE OF BUILT-UP JAMBS COORDINATE APPROPRIATE KEY PLAN SET Issuer., 10 CC 1019 .9 CLIP SIZE WITH STUD SIZE: s>.r a .r7rsa.CO nUNO. CD CD" 0 00 ►1 FLOOR PLAN, SECOND LEVEL - AREA A STUD FRAMING —_ _ __ SECOND LFLOOR EVEL AREA �� At2A 5/8" GWB per Wa Types 2- SHOT PINS AT 8" OC. CLOSURE PLATE, BY EOR, 1/4" MIN. CONCRETE OVER STEEL DECK, BY EOR. Floor finish, where occurs Tapcon 3/16" x 1 1/4" Concrete anchors. 2" Minimum distance from edge of deck. Spaced 16" O.C. Fill void at deck with " =faced BATTs, for sound blocking. MIN. UNO. ' MAX. Rubber; base as scheduled TSN DRIFTTRAK DTSLB WITH 2- #12 SCREWS CENTERED IN SLOTS AT EACH STUD AND ONE ON EACH SIDE OF BUILT-UP JAMBS, COORDINATE APPROPRIATE CLIP SIZE WITH STUD SIZE. zifixl `° l6ga sheen, down -turned leg tight to stud face. STUD FRAMLNG February 1O2020 8ha|sC}b|etoJohnsen Attn- EthanBe[nau 1O1Yeo|8rWay Suite 8OO Seattle, VVA0O1O4 RE: BINIB Cost Proposal for RFI-272 Wall Type Clash with Steel Brace Dear Ethan, |naccordance with RF|-272 dated 11/06/19. BNBui|deno hereby submits our proposal for changing the stud framing to accommodate structural steel per RFI 272. The total proposal of this subject work is Two Thousand Forty Eight dollars $2,048.00. There is a zero day impact to the Project Schedule. BN13 has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. P|aoea acknowledge your acceptance of this pnJpoao| and reference CP 5094 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim ( icon) Geri Urbon(oeh.0 nbui|deno.conn Steve Schmitz (sschmitz@dlrqroup.com) m«BvUgem 2GU|^p'8veume, Suite 35O Soah\a`VYA9O|2l T2O0382,3443 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 272 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5094 DATE: 2/1012020 DESCRIPTION OF CHANGE: Change stud size, gauge, and spacing to accommodate structural brace BP 09.20 Northwest Partitions $1,950.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $1,950.00 $97.50 $0.50 Total Change Request $2,048.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Sig natum Date 5% NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #272 - change stud, gauge, and spacing to accomodate structural brace Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0014 External/RCO# GC Ref# Date Nov 07, 2019 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Layout backside of 2.5" per request Frame clips at each stud 16" OC @19' tall walls Material 3 5/8" STUD 1 1/4" FLANGE (19MILS) 20GA EQ 2 1/2" STUD 200 33MIL G60 TSN DRIFTTRACKRAK DTSLB - EXT BYPASS SLAB DRILF & VERT. DEFLECTION CONNECTOR (50/BOX) 3 5/8" STUD 1 5/8" FLANGE (43MILS) 18GA 2 1/2" STUD 1 5/8" FLANGE (33MILS) 20GA Total Miscellaneous Charges Quantity UOM Unit Total 3.00 Hrs 3 00 15 50 Hrs 15 50 Size Quantity UOM 13' 6" -46.00 PCS 13 5' 46.00 PCS EA 2 00 BOX 19' -62.00 PCS 19' 62.00 PCS Rate 77.57 72 31 Total $232.71 $1,120,81 Total Labor $1,353.52 Unit Price .5328 LF .8508 LF 4.17 EA .9864 LF .7368 LF Total -$330.87 $528.35 $417.00 -$1,161.98 $867.95 Total Material $320.45 Total B&O Tax .48% GL Insurance 1% $8.04 $16.82 Total Miscellaneous Charges $24.86 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers 20006 - 144th Avenue NE, Woodinville, WA 98072 Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: $1,353.52 $320.45 $0.00 $0.00 $24.86 $1,698.90 $251.10 15.00% Total: $1,950.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com Run on: January 3, 2020 8;26 AM Request for Information RFINoX272 Tukwila Justice Ct Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project #110021'1Q0 Date: October 30, 2019 Submitted To: Steve Schmitz D0Gmup, Inc 51University Street Suite600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Submitted By: ONBuilders, Inc. 9255 Towne Centre Drive, Suite San Diego, CA 92121 Tel: (206)382-3443 Subject: Wall Type Clash with Steel Brace Discipline: Architectural Document Reference: A1.1A,A1.1C Spec Section: Subcontractor., Northwest Partitions Subcontractor RfINo: Question Date Required: 11/6/2019 VVehave two clashes between framing and steel bracing. 1.OnGLQbetween grids EuG1sasteel brace that has wall furring nneither side. Wall type 34.1 iscalled out oneither side 'and the 3-5V0''studs donot allow uotnmiss this brace with the current layout. Solution: Go to 2 1/2" studs. This will keep the wall from moving no more that a 1/4" either 2. On GL M between 15 & 18. Wall type S4.1 is called out on either side and the 3-5/8" studs do not allow us to miss this brace with the current layout. Solution: Move LoaZ 1/2^stud. This will cause the wall tomove a l/2''tuthe West and a 1/2''10the East. Sdffnerclips could be used at the mid point of the beam above if needed. Please advise if proposed solutions are acceptable. Answer 1.So|utiDH is acceptable. 2. Solution is acceptable. Verify with 3form vendor 2 1/2" stud solution meets minimum hangar requirements for glazed wall. Answered by: Steve Schmitz - DLRGroup Date/Ansmemd' 11/04/2019 Copies To: cunwanymContact Fax Notes Page of Outgoing RFI NORTHWEST PARTITIONS Job Name: Tukwila Justice Center To BNBuildors.Inc. 2601 4th Ave Seattle, WA 98121 Attn: Phone: (206)382-3448 Fax: (360388-2302 From: Harold C8yem RF| #RF-0NU1O E;C# Dote Oct 29,2O19 Job#3066 Reason for Request Engineering Conflict Action Requested Direction Required Response Date Possible Effects: Cost Time RspsmswCE: DRAWING NO. Ao.1A SUBJECT: Wall type clash with steel brace INFORMATION NEEDED: 0ngrid line gbetween grids E&.3ioosteel brace that has wall furring nneither side. Wall type 04.1iscalled out oneither side and the 4'studs donot allow uommiss this brace with the current layout. Please confirmiti acceptable 'tomove both walls just north and south to clear this steel brace, On the south side the room Al 15 would be affected and on the north side the entire south wall ofroom 81O7would beaffected. |fthis ionot acceptable please provide enalternative. Thank you, RECOMMENDATION RESPONSE: 20o06-144thAvenue NE, Woodinville, pmmn72. r42s-3r5-25o r425-sr5-2540 Steel brace that the inada of our " studs are hitting on both -a- SENIOR MANAGER Entire length of rooms weld b affected. 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A ..__J FLOP, FIRST LEVEL AREA C Al IC 1 9 ... v....,, March 11, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI Dear Ethan, BNBuilders hereby submits our proposal for RFI 301 — Gap at NLT Panels. The total proposal of this subject work is Two Thousand Six Hundred Thirty dollars $2,630.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5113 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseai.com) Geri Urbas (qeri.urbaspbnbuilders.com) Steve Schmitz (sschmitzAdIrgroup.com) F 206 34a0 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuittlers PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 301 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 301 • Gap at NLT Panels COP #. 5113 DATE: 3111/2020 BP 08.40 General Storefronts $2,505.13 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,505.13 $125.26 -$0.39 Total Change Request $2,630.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. ContmctorSietlatUM Date GENERAL STOREFRONTS, INC. COP/CHANGE ORDER SUMMARY Project Name: Tukwila Justice Center Date 3/9/20 Subcontractor: General Storefronts, Inc. COP# RFI 301 Description: At Si to seal the expansion gap from the head can to the pan decking. Approximately 20 joints 3/4" x 4" Itemize all costs on attached COP Cost Breakdown form. 1. MATERIAL COSTS a. material costs 234.00 b. freight costs (itemize) 2. EQUIPMENT COSTS a. rental equipment (per spec approved source) 1,032.97 b. owned equipment (per invoices attached) 3. JOBSITE COSTS a. labor a. material costs 827.23 4. OVERHEAD & PROFIT a. NTE 15% portion of 1, 2, & 3 314.10 5. SUB -TIER CONTRACTORS / SUPPLIERS a. b. c. d. 6. OVERHEAD & PROFIT ON SUB -TIER CONTRACTORS a. NTE 5% of Line 5 for each sub -tier 7. INSURANCE/TAXES a. volume driven liability insurance b. volume driven b&o taxes 8. Bond Bond 1. MATERIAL COSTS $ 234.00 2. EQUIPMENT COSTS $ 1,033.00 3. JOBSITE COSTS $ 827 00 SUBTOTAL 1 thru 3 2,094.00 4. OVERHEAD & PROFIT $ 314 00 5. SUB -TIER CONTRACTORS $ 6. OVERHEAD & PROFIT ON SUBCONTRACTORS $ 1.000 % of 1-3 & 5 $ 20.94 °/. of 1-3 & 5 $ 1.000 % of 1-3 & 5 $ 20.94 2.250 7. INSURANCE $ 42.00 TOTAL COST 55.13 TOTAL COST INCLUDING BOND 2,450.00 2,505.13 GSI-009- RFI 313 Page of Issued 3/10/2020 0.009. RFI 373 GENERAL STOREFRONTS, INC. COST BREAKDOWN Project Name: Tukwila Justice Project No. 19-021 GSI CO No. GSI-010 COP/CCD 1 PR 1 RFI No. RFI-301 Date: 319/2020 Description Quantity Unit Type Labor Material Equipment Total Cost Unit 5 Cost Unit $ Cost Unit 5 Cost Labor Apprentice 0 hrs $80.43 - Journeyman 0 hrs $84.94 - Foreman 8 hrs $86.12 5 688.97 Driver 2 hrs 569.13 $ 138.26 Project Manager 0 hrs $77.37 Project Adminslrator 0 hrs $46.28 - Administrative 0 $40.20 - Safety Costs 1 Is $0.00 5 - Document Reproduction 1 Is $0,00 - Small Toot 1 Is $0.00 - Jobsite Subtotal 827.23 5 -5 827.23 Materials Aluminum 1 Is 50.00 - Glass 1 Is 50.00 5 - Mirrors 1 Is Sealant 1 Is 5209.00 209.00 Mirror Mastic 1 Is 9 _ Automatics 1 Is $0.00 5 - Misc Material, screws, tape 1 Is 52 .00 25.00 Paint 1 Is $0.00 _ Travel/Parking 1 Is $0.00 5 . Flashing 1 s $850.00 Hardware i s $ . _ Skylights/Canopies 1 Is $0.00 $ - Shop Drawings 1 Is Materials Subtotal 234.00 234,00 Scissor Lift 1 day 5 165.00 Delivery 1 Is 5 95.00 Pick Up 1 Is 5 95.00 Enviomiental Fee 1 Is 5.32 Fuel 1 Is 5 65.00 40Boom Lift 1 day 320.00 Delivery 1 Is $ 95.00 Pick Up 1 Is 95,00 Enviormental Fee 1 s 5 7,65 Fuel 1 Is 90.00 Equipment Subtotal $ 1 032. 7 1,032.97 - Totat Cost of Work 5 827.23 I $ 234.00 1,032.97 2,094,20 Page ol IssJea 02020 Request for Information RFI No: 301 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project 118021.100 Date: November 14, 2019 Submitted To: Steve Schmitz Submitted By: Ephram Harsh DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject' 1/2" NLT Gap Discipline: Architectural Document Reference. 3/S6.0 Spec Section: Potential Cost Impact Yes Potential Schedule Impact Subcontractor: Subcontractor RFI Na Question Date Required: 11/21/2019 Per drawings, the NLT is to have a 1/2" gap between the NLT panels every 4'-0". This will leave a gap exposed to the exterior at the storefront/NLT interface. Per email correspondencq JRS is recommending a vertical backer rod and sealant joint aligned with the interior air seal Please provide a detail for this Answer See ASK 301. Answered by: Steve Schmitz - DLR Group Date Answered: 11/18/2019 Copies To: Company& Contact Fax Notes Page 1 of 1 NLT PER PLAN L9 6 -J -J Z 0 co a. z z H -J E2 w z co 0 LL. z 0 — x z >Q<d (DFLUwz Z 0 IUJ(1) < W 1-Li < fyLLI h- — _co LL WO Ca — z W 00-I—>z w F- oo 5E Lu LL 2E. 0zJO< cL z 0 uj >- F- C) C) Ozoww5 z 0 < CL Date 110/1 7/2019 Project 1 Tukwila Justice Center Project #1 73-17158-00 Page I ASK 301 Computed by 1 SS SELF -ADHERED AIR/VAPOR BARRIER, WRAP OVER NAILER AND LAP EDGE WET SET DECK IN CONTINUOUS SEALANT Vertical backer rod and sealant joint aligned with interior air seal and exterior weather seal at head of storefront. Sealant joints — should extend up to underside of roof deck and down to bottom of NIT (for continuity with storefront sealant joints). -JRS HEAD RECEPTOR ALUM, SF SSG SYSTEM • Issued* 11/1 8/2019 Checked by I Elevate the human experience through design JRS Engineering Tukwila Justice Center AHN/10-17-19 RE: 1/2" NLT joint sealing 2X4 NLT DECK W/ 1/2" SPACE SEALANT & BACKER ROD BOTH SIDES TT TI BNB uilders February 25, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 382 and duct relocation in court room Dear Ethan, BNBuilders hereby submits our proposal for changing the diffuser in B116 to a wall mounted grille in accordance with RFI 382 dated 02/06/2020. Additionally, a cost for the relocation of duct in Area C Courtroom in accordance to the direction provided by DLR on a site walk 1/22/20 is included in this proposal. The total proposal of this subject work is Two Thousand Four Hundred Twenty Six dollars $2,426.00. There is no impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5137 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (geri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) 60 i Averue.. SHte 350 Sea-Ce, 'VVA 98121 206.3823443 2.06.3823440 Tukwila Justice Center GCICM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 382 & design direction GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5137 DATE: 212512020 DESCRIPTION OF CHANGE: During the site walk on 21512020, it was requested that we change the D-1 Diffuser on the East Wall of B116 to a Wall mounted Grille. Additionally, it was requested by the design team to move the duct in Area C Courtroom. BP 22.00 Johanesen $2,310.44 lst-tier Subcontractor Cost Total (Direct Construction Costs) $2,310.44 GC/CM Mark-up on MACC Costs $1 5.521 5% Rounding Adjustment $0.04 Total Change Request $2,426.00 To the best of my knowledge and belief, I certify that all costs listed above are correct Contractor Signature Date JOB NAME Johansen Mechanical, Inc. PHONE 400-4o1-2uooFAX 4eo-4os-6o3a CHANGE ORDER DETAIL Tukwila Justice Center BILLING CONTRACTOR BNBuilders, Inc. JOHANSEN JOB# P11900 DATE: JK8|COR #: y 8016 | DESCRIPTION: -Grille-.- EXCLUSIONS: ��---- REFERENCE: SCHEDULE IMPACT: |. LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRNYNAN) C. LABOR AN) D. LABOR (DELIVERY) E. LABOR (SERVICE) F. DETAILING G.SHOP FOREMAN/COORD H. PROJECT STAFF U. MATERIAL AND EQUIPMENT A. MATERIALS B. EQUIPMENT C. FREIGHT D.RENTALG E. VEHICLES (1muoxLABOR "A') UiSU8CONTRACTORG A. ALL SUBS $ 101.46 =$ $ 95.06 =$ $ O5.O =$ $ 79.69 =8 $1O4.9% = $ $ 87.78 = $ $1O1.46 = $ $1O3.73 = $ MATERIAL EQUIPMENT TOTAL $ 18.78 PauB|K8-Update K8odo||$ _ 115.00| SUB SUBTOTAL $ IV. OTHER DIRECT COSTS A.SAFETY @ B.SMALL TOOLS AND CONSUk8ABLE3@ C-PERN|TS OTHER DIRECT COSTS TOTAL 0% OF LABOR 0% OF LABOR 1 $ - | � 11/iO0 \( TOTAL ITEMS 1,U'U|.AND K/ VI. OVERHEAD &FEES A. OVERHEAD B. PROFIT C. SUBCONTRACTOR MARKUP D. B0]TAX@ TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL VALID FOR 30 DAYS 5.78 U y This change proposal only includes costs that can beidentified otthis time. This change proposal does not include any amount for changes inthe sequence ofwork, delays, disruptions, rescheduling, extended overhead, acceleration or impact costs. Johansen Mechanical expressly neoementherigh1tPoddmnoonyando||uftheoeandne|ateditcmo ofcost prior tnfinal settlement 'nfthe contract. i '0 R Group vno�ecT� sueoscr� punposs: gue9Tuzm: suosesTuJm' d,msVVsR: rRom | m*we � Michelle Javan �r � oxreo copleSr: Steven Schmitz Sabrina Ames City nfTukwila Justice Center 73-17158'00 TIC RFl#383_DiffusertoGrille in RFI u�r �swr� x�|o� rnxmsmcrrm-/o` O 382 01925 Answered Info Exchange During the he walkrequested that we change the D- 1 Diffuser onthe East Wall ofB116to8 VVa|| mounted Grille. This will have an additional cost. Please confirm. Response (mswered)from: Steven Schmitz (omGroup) Acceptable. Provide cost breakdown via COP Steve Schmitz DLRGnnup02/O6/2O y�Dwp�Vv'- !DLRGroup 20�-4G1- /nl�xxan@d|rgroup.coDl � |, � onI Pxwv cmx4 11-I0mc � bill. brown @bnbu1|dersc mn BNBuilders or�c 2/6/2020 T]<�RFI-#382_DUTUaer0D � Grille in BI16.pdf (DLRGrnup) (DLR Group) muHiosm 206-382-3443 scszzc Page l ol�2 � leff Clark (BNBui| GohUrbas (BNBui|dcrs) Ethan Bernau (Shie|sDb|etzJohnsen) Ephrarn Harsh (BNBui|d8rs) Dillon Webster (DLRGrnup) 8rennaChristensen (BN8Ui|ders) Bill Brown (8N8ui|ders) 2/6/ZO2O 01925 PaQa2col- 2 Request for Information RFI No: 382 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter, Blvd. Tukwila, WA 98188 Date: February 06, 2020 Submitted To: Steve Schmitz Submitted By: Bill Brown DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Diffuser to Grille in B116 Discipline: Mechanical BNB Project # 118021.100 BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Document Reference. M1.1B Spec Section: Subcontractor Johansen Construction Co., Inc Subcontractor RFI Na Question Date Required: 2/1.3/2020 During the site walk on 2/5/2020, it was requested that we change the D1 Diffuser on the East Wall of B116 to a Wall mounted Grille. This will have an additional cost Please confirm. Answer Acceptable. Provide cost breakdown via COP Answered by: Steve Schmitz - DLR Group Date Answered: 02/06/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 C)9 9 HVAC PLAN, FIRST LEVEL - AREA B PLAP4 NORTH Mane lo vai moun. 99,6-'92 9 11.11011..PREA LEGEND NOTES HVAC GENERAL NOTES MIES1.1 AFEEIN-Ell rriEN£F, HOC RNA I SM.E.HI Mr.. ...ME 10 InLEVNAIFT Or .11ITS 10PROVIZE AN/DEMME he.1110 Iggn.L.C.TYCYRIFROMV. ble.C11. SEE PUY. / !,11,r1,1 1 4.01 Insl.EPS1.11.0/11.£195E0PRECI101, a PO... EILICIWOM AVOMS.X.,5 :111.410i.41/0.=.1£0.51.E11 I. BE COMEERIO.I.OWF. 5 .1.1.35.1 CEIMIATEOF£30.1,,ECSECTIO1.1 4.01 1 I 1 OR DNS. SPECFICAnal,SUATONSEC11011. vosatssa ma. smacao CIANCEDMASLVIER ilASI WO. 105..11,01.¢.1.151-E070 COMO. ttatIOTES,.M1.113 PROME.1.11.£11.1110ROP coMis,..181 TLIC===t7!....=1.17;gfai" PONE MEALP 11.1,04muCa4actluRCKF 4 11.. WM ELKO TROWEIONVDSIVIAK 5 mug= I PONT ELSIVC.ALKNE COM Alitxd avalr..rETirovo•Eocousnoutor potrIE 3312-reycWOM MUM I 43E1,04.1,000.MISCOittell le CO.LIWEEUCIWCROMRSIRUCIIVE.M.1.1114 sarrr " fAZ:VZ° WISKIVIERS PAY WEEP FRO1.....5 OF ut5.1 II ROT. 9.0,51, TR. PRECTON 11,0NE41.0.*:COMREI.A.11.141r5 'Mtt E I ITARREWOLLPESREnt trsThlaaa4 itt KEY PLAN CONFORMED SET tme Data. LB 10.19 Perivon. 73.1715e. HVAC PLAN, FIRST LEVEL - AREA B M1.1B ' �KJohansen��ech�8nUca.U,Inc.0 momE 425-481-2266 FAX 425-486-6933 CHANGE ORDER DETAIL JOBWAME Tukwila Justice Center BILLING CONTRACTOR 8NBuilders, Inc. Jon*nocn ^uo� . DESCRIPTION:�v��_Ei:�viouslv installed 14" LPS Duct Run at No EXCLUSIONS: EXCLUG0NS REFERENCE:ia email on 01-23-2 - _ SCHEDULE IMPACT: IYes-���_ A. ALL SUBS C |. LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRNYMAN C. LABOR (SHOP JRNYMAN) D. LABOR (DELIVERY) E. LABOR (SERVICE) F� DETAILING G.SHOP FOREK8AN/ OORD LABOR TOTAL U. MATERIAL AND EQUIPMENT A. MATERIALS 8, EQUIPMENT C. FREIGHT D. RENTALS $ U|.SU8CONTRA TORS EQUIPMENT TOTAL Uz0HRS@ nJ* THER DIRECT COSTS TOTAL SUB SUBTOTAL O IV. OTHER DIRECT COSTS A.SAFETY @ B.SMALL TOOLS AND CONSUMABLE8@ r o=P^x/r SUBCONTRACTOR MAR V.TOTAL ITEMS |.U.U|.AND K/ This change proposal only includes costs that can This change proposal does not ik A li� --tended overhead acceleration or n VI. OVERHEAD 8FEES A'0VERHEAD B. PROFIT C. KUP amount for changes in the sequence of work, delays, disruptions, resc 9. 1 1 all related items - _ ----.-..~ U V�uu�»x»»u^`o « beidentified adthis time. clude any imoa��uooh� Johansen Mechanical n000menmengx,m*u".="°"".'~--_-_- ' ofcost prior tofina|oe�emon 1 c�hocontract. 202.979.69 2 DATE: J08|CQR#:| 8008 » H. PROJECT STAFF C | 'PTOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL $ 1.185.68 L PacBIM Modeling V% OF LABOR | ' � $ 181.64 $ 18.00 $ 14.36 U u 0 I ,m z22,222.2022 j I 2 2 EliTu SHOP DRAW G SUBMITTAL KVV1LA JUS 'ICE CENTER - WA thlijf Johansen Mechanical inc. 20109 14401 Ave NE . Weodinville, WA 98072 (425) 481-2266 Bus - (415) 486-6933 F. www.johansenmech.corn Tukwila Justice Center 15001 Tukwila international Blvd Tukwila, WA 98188 I} 18-049 (k) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 006 DATE: 2/25/2020 PROJECT NO.: 91630501 PROJECT NAME: PSP — Justice Center TO: BUDGET NO.: 305.98 CONTRACT NO.: 18-049.1 ( k ) You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner'' which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: See Attached Exhibit "A" We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date By y Original Contract (without tax)* Previous Change Order •rs Contractor13A)L3v I/ Title cd Mo $ 34,049,999.00 V APPROVED BY THE CITY OF TUKWILA $ 936,344.00 Date 3/3/0V e:a This Change Order (without tax) $ 112,601.00 N, , By REV. CONTRACT AMOUNT $ 35,098,944.00 inal Contract Time: 546 days (December 18, 2020) Additional Contract Time for this Change Order: 0 days Updated Contract Time: 546 days (December 18, 2020) Mayor Deputy City Administrator SOJ Program Director ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File The original contract value is construction only and does NOT include preconstruction or amendments to preconstruction. Xi d ',All A CITY OF TUKWILA Project Name Project # TO CONTRACTOR: SU MA Y C A - PUBLIC SAFETY PLAN90 Justice Center CO # 6 91630501 Contract # 18-049.1 (k ) Date 2/25/20 BNBuilders 2601 Fourth Ave, Suite 50 Seattle, WA 98121 COP/CCD # Description Reason Code Amount COP 5039 North Lot Site Electrical Revisions per ASI-011. Revised conduit routing per results of potholing existing conditions and Seattle City Light requirements: Added new 444 vault at SW corner of north lot; Replaced 90 degree elbow and short run of conduit from existing SCL conduit to new vault; Added new short section of conduit and elbow from new 444 vault headed west in SCL right of way; Added new feeder conduit from 444 vaut to service. AD $12,461.00 COP 5048 South Lot Grading Revisions per RFI 205. Added scope includes raising the curbs located in the southwest corner (trash enclosure area) of area A. Required drilling, epoxying, pouring additional concrete, adding dampproofing and insulation. DC $5,773.00 COP 5050 Elevator Sump Pump Added per ASI-015. Add Elevator Sump Pump kit, piping, fittings and alann monitoring per WA State Labor and Industries elevator permit review. AD $16,849.00 COP 5052 Mechanical Beam Penetrations Added per RFI 197. Added beam penetrations with stiffener plates at six locations, Area A Level 2, to allow for ductwork routing. DC $3,911.00 COP 5058 Check Valve to Storm System Added per City Public Works. Added Tideflex check valve to storm system connected into Military Road South to provide added protection from backwater flows, per City of Tukwila Public Works. AD $7,485.00 COP 5062 Code Signage Added. Based on review of Submittal 1101423-1 and input from AHJ and L&I, 25 additional code required signs were added. AD $2,967.00 COP 5070 Electrical Revisions per Coordination Study. Gear revisions as recommended by electrical coordination study and submittal review. Includes breaker revisions and addition of IR window in switchgear. DC $2,485.00 COP 5078 Canopy Perimeter Detail Revisions per RFI 254. Provide and install continuous angles along North and South side of the West canopy per RFI 254. Structural details differed from architectural details. DC $8,434.00 COP 5090 Court's Seal Added per RFI 297. Furnish and install a single 24" circular cast aluminum wall plaque at Courtroom. OC $4,474.00 COP 5098 Steel Backing Added for Elevator Guide Rail per RFI 333. Additional steel not shown in the contract drawings required to support the elevator guiderail. Shaftwall previously installed removed, new steel fabricated and installed, and shaftwall reinstalled. Due to design coordination issues between delegated design/deferred submittals. DC $13,624.00 COP 5107 Utility Conflicts at South 150th St. per RFI 329 & 329.1. Unforeseen underground utilities not shown on survey encountered during ROW work in 150th. Revisions include installing CB #10 in new location; demo, sawcut and prep for added sidewalk in front of China Pavillion; pothole and install fire hydrant in new location. UFC $15,573.00 COP 5114 Storefront Corner Detail Revisions per RFI 296. Added interior and exterior break metal with mineral wool at both ends of frame 5.4 B in lieu of storefront corner post. DC $5,145.00 COP 5117 Downspout Access Panels Added per RFI 372. Added access panels to shrouds and wyes on downspouts for future maintenance access. OC $2,520.00 COP 5120 Auto Operators Finish Revision. Material costs for switching from a clear anodized aluminum to a black anodized aluminum finish on all auto operators to match the storefront. OC , $2,889.00 COP 5123 Framing/Gypsum Added to Conceal Exposed Steel & Refrigerant Lines per RFI 367, 374, and 381. Added framing and drywall to conceal exposed steel columns and refrigerant lines in office and open spaces. DC $5,314.00 COP 5124 Downspout Size and Adapter Revisions per RFI 284. Additional material for larger downspouts to cover civil drains due to size conflict. DC $2,697.00 1 Change Order No. 06 $112,601.00 BN Builders January 31, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 011 — Site Electrical Revisions Dear Ethan, In accordance with ASI-011 dated 12/13/19, BNBuilders hereby submits our proposal (rev 1) for the revisions to the Site Electrical. The total proposal of this subject work is Twelve Thousand Four Hundred Sixty One dollars $12,461.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5039 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim austinek(@,soseaj.com) Geri Urbas (geri.urbasRbnbuilders.com) Steve Schmitz (sschmitz(@.dIrciroup.com) BNBuildets 2601 41' Avenue, Suite 350 Seattle, VVA 98121 T: 206.382,3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME Tukwila Justice Center CCD/ASI #: ASI 011 GENERAL CONTRACTOR. BNBuilders, Inc. DESCRIPTION OF CHANGE: ASI 004 - Revisions of Electrical Vaults COP #: 5039 DATE: 1/31/2020 BP 26.00 Valley $11,868.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $11,868.00 $593.40 -$0.40 Total Change Request $12,461.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date "The Electrical Solution"® VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Site Electrical Revisions ASI # 011 DATE 1/7/2020 Addendum# VE JOB # 19146 _ Time Ext Rqrd (days): RFI# Self Performed Work LABOR COST 75.20 hrs SUPERVISION 0.0% Ibr SAFETY 0.0% Ibr SMALL TOOLS 0.0% Ibr MATERIAL COST EQUIPMENT COST 24' Scissor Lift OH & PROFIT - SELF 15.0% Subcontractor Quotes Quote Quote Quote Quote VECP# 011-R2 Month $90.34 SUBTOTAL COST: SUBTOTAL DIRECT COST QUOTES: OH & PROFIT - SUBS 8.0% Bond Permit Fee $ 6,793.57 $ - 3,526.58 $ 10,320.15 $ 1,548.02 TOTAL CHANGE PRICE: $ 11,868.00 NOTE: 1) Proposal valid for acceptance within 30 days. 2) While Valley Electric considers our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensation at a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric at the time of settlement on this change. 3) This construction change has been estimated using the drawings furnished; an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, has not been performed. 4) Permit costs are specifically excluded. Should this change, or it become necessary to procure/pay for an increased permit fee this would become an added cost to the change price reflected above, Our proposal amount does not include the following: - Overtime / Shift Work - Fireproofing Repairs - Concrete/GWB Repairs - Shutdown Costs - Painting and Patching Valley Electric Co. Job #19146 Detailed Labor and Material Breakdown Contract # 19146 - CP #011-R2 - ASI-011 - Site Electrical Revisions Page 2 of 2 Print: 1/7/2020 Description Qty Net Price U Labor U Total Mat(S) Total Hours 2 1/2" ELBOW45 DEG - RMC - GALV 1 4178.7 C 185 C $41.79 1.85 1" ELBOW 90 DEG - RMC - GALV 3 972 C 0 C $29.16 0.00 2 1/2x 30" RAD ELBOW 90 DEG - RMC - GALV 1 12842.1 C 0 C $128.42 0.00 1" CONDUIT - PVC40 120 52.43 C 6.5 C $62.92 7.80 4" END BELL - PVC 3 1185,55 C 50 C $35,57 1.50 #12 THHN SOLID BLACK 400 244.6 M 7.5 M $97,84 3.00 UP TO 2 HP 1-PHASE 208V MOTOR TERM 3 0 E 1.35 E $0.00 4,05 TYPE 444 VAULT 1 1986 E 6 E $1,986.00 6.00 BIM MODELING 1 0 E 2 E $0.00 2.00 4" CONDUIT - PVC40 400 320.95 C 17.5 C $1,283.80 70.00 4" ELBOW 45 DEG - RMC - GALV 6 10395 C 375 C $623.70 22.50 4" ELBOW 90 DEG - RMC - GALV 3 10395 C 375 C $311.85 11.25 4" CONDUIT - PVC40 -270 320.95 C 17.5 C ($866.57) -47.25 4" ELBOW 90 DEG - RMC - GALV -2 10395 C 375 C (5207.90) -7.50 SUB COORDINATION (As Needed) 0 1 E $0.00 0.00 POSTING/RECORD DWGS 0 3.76 E $0.00 0.00 CLEAN UP (.5% Lbr) 0 0.376 E $0.00 0.00 TESTING (75% Lbr) 0 0.564 E $0.00 0.00 WARRANTY (As Needed) 0 0.752 E $0.00 0.00 Totals: $3,526.58 75.2 CONFIDENTIAL Ephram Harsh From: Collin Tuthill <cnUint@*e|ectriczom> Sent: Tuesday, January 7,202O111PK4 To: Ephr mHarsh Cc Jeff Clark ' Subject: RE BNB Cost Proposal S039-ASn1lSite Electrical Revisions Follow UpFlag: Follow up Flag Status: Flagged Ephram' Here isthe revision showing adds and deducts. | also removed safety and small tools. Collin Tuthill I Project Manager Valley Electric md|.zOs.85z.8279 email.cm|int@"o|ectricoomweb.www.ve|ect,iccom Everett. 1100 Merrill Creek Parkway, Everett, WA 98203 F,mnrEphramHarsh <Ephram.Haryh@bnbuUders.cnm> Sent: Thursday, December 26I0192:23PM To: Collin Tuthill <coUint@*e|ec ric.con{» Cc: Jeff C|ark<Jeff.Oork@bnbuildemzom» Subject: RE: BNB Cost Proposal 5039 - ASI 011 Site Electrical Revisions Collin, Can you show the credit as a deductive line item in your breakdown so that they see it's included? Eph,amHarsh | BNBuilders 2001 4thAvenue, Suite 35O Seattle, WA 98121 Click Here toSend |NeFiles Twitter | Facobook | Unked|n | BNBoUdors.com From: Collin Tuthill To: EphramHarsh <Ephmm.HacshPbnbu|deo.com» Subject RE: BNB Cost Proposal 5O3Q-ASO11Site Electrical Revisions Ephram, I revised for the deletion, but in reviewing the change noticed that they also extended the run on the south site. This results in a net gain in conduit and fittings and thus an increase in the proposal. Let rneknow ifyou have questions. Collin Tuthill IProject Manager Valley Electric oan.206.8528279 email. co||imtpvlecthc.comweb. w*wve|ecmc,com Everett. zmoMerrill Creek Parkway, Everett, yyAyoans Seattle M, WIN, Eph,nnHarsh > Sent: Tuesday, December 17,2O191I3lPM To: Collin Tuthill «cmVint4ovdectrccom> Cc: Jeff Clark buNderszom> Subject: FVV:BNB Cost Proposal 5O39'AS|011Site Electrical Revisions Collin, See below. Please revise pricing toinclude credit for (2)4"conduits. Thanks, EphromHarsh |oNBulde,s 2601 4thAvenue, Suite 35O 3oou|e.VVA 88121 Click Here to Send Twitter | Focobnok I Unkodh` | BNBuildee.oum From: Schmitz Steoe« Sent: Tuesday, December l7,2Ul9ll:29AM To: Ethan 8ernau<ethanb8@sgisea.conn>;EphramHarsh <Ephram,HarshJ@6nbui|ders.corn> Cc: Jeff Clark <Jeff.Oark(@bnboi|decszom>;Justine Kim <|usdnek(d)soisea.cqm»)Adam S<adams.pior(@Rmai|.com>; MattStrutynski<matts@soisea/zorn> Subject: RE: BNB Cost Proposal 503g'/6|V11Site Electrical Revisions 2 There is no deduct in this proposal for the subtracted (2) 4" conduits from the existing SCL 814 vault to the transformer pad, which was replaced by connecting to the existing conduit while simultaneously addingthe new 444and other conduits. There should be some sort of offset to this work unless I have missed it. Y���m . � `-+�� ^ Thank* Steve F 3 �� X� U� �� Group PROJECT: City of Tukwila Justice Center DATE: 7/29/2019 73-17158-00 SUBJECT: TJC'AS|U11'SCLNorth Lot TRANSMITTAL ID: 00720 Existing Conduit Revision PURPOSE: Foryouruse VIA: Info Exchange 04 NAME ommpAmY smmL pnomE Sabrina Ames OLRGpoup sames@dlrgroup.com - � 206'461' 6094x73'8004 TO mxMs COMPANY EMAIL pnomE GarUdbau 28O14thAvenue Svite35O Seattle VyAg8121 United States BNBui\dnno � ged.urbau@bnbuh|dem.com ! � 206'382-3443 Bill Brown 20O14thAvenue Suitw35D Seattle VVA0B121 United States BNBuUdonn � bUibnzwn@bnbuUdem.uum 206'382-3443 EthunBernau � | 101YeaerVVoy ' Suite Seattle WAQ81O4 United States Sh��Ob�� Johnsen ; ' . eUlonb@mojoeo.uom 206-838-3705 UzVanwiehngun 25O14thAvenue Suite35n SeattleVVA98121 States BNBui|dern - | LizVonwimringen��hnbui|dum� ' � . nomUnited ' 206-382'3443 Jeff Clark Suite 350 Seattle WA 98121 United States BNBui|dam � Jeff.Clark@bnbuilders.com . � ~ 208-382`3443 Brenna Christensen 2601 4rn*venue | Sui0n35O � Seod|eVyAQ8121 United States BNBui|dem � bronnanhho�naon0�bnbuUd � �moon� — ' ' 206382-3443 ' p�m1ofo REMARKS: Transmittal DATE: 7/29/2019 TRANSMITTAL ID: 00720 Team, Please refer to the download links to access the documents for ASI 011. If you have any questions, please let me know. Thank you, Sabrina A. Ames Project Administrator sames(a�dlrgroup.com DLR Group Architecture Engineering Planning Interiors 0: 206-461-6000 I d: 206-461-6094 51 University Street, Suite 600 Seattle, WA 98101 Find us at: dlrgroup.com I Facebook I Twitter DESCRIPTION OF CONTENTS QTY DATED TITLE NOTES 1 7/29/2019 190729_ASI011 _SCLNorthLotConduitRev.pdf COPIES: Sabrina Ames Erica Loynd Dillon Webster Steven Schmitz (DLR Group) (DLR Group) (DLR Group) (DLR Group) Page 2 of 2 1 ocument Architect's Supplemental Instructions 710TM - 2017 PROJECT: (name and address) 73-17158-00 City of Tukwila Justice Center Tukwila, WA OWNER: (name and address) City of Tukwila 2600 Southcenter Blvd. Tukwila, WA 98188 CONTRACT INFORMATION: Contract For: General Construction Date: April 02, 2018 ARCHITECT: (name and address) DLR Group Inc (a Washington Corporation) 51 University Street, Suit 600 Seattle, WA 98101 ASI INFORMATION: ASI Number: 011 Date: July 29, 2019 CONTRACTOR: (name and address) BNBuilders 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 The Contractor shall carry out the Work in accordance with the following supplemental instructions without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. (Insert a detailed description of the Architect 's supplemental instructions and if applicable, attach or reference specific exhibits.) ASI 011 - SCL North Lot Existing Conduit Revision Sheet ES1.1 - ELECTRICAL SITE PLAN SOUTH a. Revised primary conduit routing and requirements per SCL. (3) 4" conduits are now required in lieu of 4. Routing shows conduits wrapping NW corner of site. (1) conduit to go to new SCL along Military Rd and the other (2) to the new vault. b. Added gate power to N motorized gate near transformer vault. c. Added power connections to man gates on same circuit as gate motors. Sheet ES1.2 - ELECTRICAL SITE PLAN NORTH a. Revised conduit Routing per results of potholing and SCL requirements. Added new 444 vault at SW comer of north lot. Replaced 90 degree elbow and short run of conduit from existing SCL conduit to new vault. Added new short section of conduit and elbow from new 444 vault headed west in SCL right of way. Added new feeder conduit from 444 vaut to service. Sheet ES1.3 - ELECTRICAL SITE PLAN NORTH a. Added details in one -line diagram per SCL. b. Revised service to 120/240V single phase per SCL. c. Updated panel schedules to 120/240V Sheet E8.2 - PANEL SCHEDULES a. Revised panel schedule, adding new gate circuit and sliding generator circuits down a slot. ISSUED BY THE ARCHITECT: DLR Group ARCHITECT (Firm na SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE July 29, 2019 DATE AIA Document G710TM" — 2017. Copyright © 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIM' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAs Document, or arty portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 13:31:34 ET on 07/29/2019 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale. User Notes: (389ADA47) hb SPARE 30 1 — O U SPACE ONL' 5/ SPARE 20 1 — 0 O SPACEONC 58 SPARE 20 1 O O — — — — GPACEON[ 81 SU42-1 30 3 M 4.434 0 SPACEON[ 63 — — — — — 4.434 U GPACE0N[ 65 4`434 O — — — — SPACEOWL' 67 CU,42-2 25 3 M 3 D — — — — SFACEON[ 69 — — — — — 3 0 8PACEDNL' 71 3980 D — — — — SPACEONL' YD SPARE 20 3 — O 0 GPACEONL' 75 — — — — — O O SPAOEON[ 77 — — — — — U O — — — — 8PACEONt2 73 SPARE 20 3 — U 0 — — — — SPACE ONU 81 — — — — — O O SPACEONL' 83 — _ — - — O 8 — — — — SPACE0NL' TOTAL LOAD: 90692VA 92404yA 79195VA TOTAL AMPS LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD y@\ DEMAN V— ESTIMATED DEMAND (VA) DEMAND FACTOR NOTES BKR TYPE — L LIGHTING DVA 0.00% OVA CONTINUOUS LOAD @125% G=GFQ(5mA R RECEPTACLES OVA 080% UVA FIRST 1OKVA@1O0%.REMAINDER .@50% GP=GFC|(30mA) CDN| K KITCHEN OVA 0.00% 0VA NON -DWELLING KITCHEN LOADS, NEC ART. 22O OT='SHUNT TRIP EST|M/ LM LARGEST MOTOR OVA 0.00% OVA LARGEST MOTOR, NEC ART. 430 LO=LOCK OUT CONNEC' M MOTOR 185781VA 100.00% 185791VA i C COOLING OVA 0.00% OVA H HEATING 85500VA 100.00% 85500VA 0 OTHER 00\ 0.00% 0VA Spare SPARE OVA 0.00% 0VA LOCATION: EMERGENCY ELECTRICAL C129 BUS RATING: 15OA MAIN BREAKER: 150/3 VOLTS: 208Y/120 PMA3ES: 3 YNRES:4 MOUNTING: SURFN FED FROM: LRTC1 |NTEGRALSPD: NO LUG ACCESSORIES: NONE CKT CIRCUIT DESCRIPTION PHASE A (VA) PHASE B (VA) PHASE C (VA) LOAD TYPE MAIN ELEC 0 E5B E5B E5B E51:3 ' ° E5A HLC1_-_5 (TYP) CP1S-_4 __ TYP NORTH LOT. O OTHER 24000VA 100.00% EV EVCH8RGER 46200yA 12580% Spam SPARE 0VA 0.00% PANEL:[PlS LOCATION: BUS RATING: 200A MAIN BREAKER: ML0 CKT CIRCUIT DESCRIPTION BRRTI 1 FOOD TRUCK PEDESTAL 1 100 ^ — — 5 FOOD TRUCK PEDESTAL 2 100 7 — — 8 SPACE ONLY — 11 SPACE ONLY — 13 SPACE ONLY _ 15 SPACE ONLY — 17 SPACE ONLY — LOAD TYPE LOAD DESCRIPTION CONNECTED LOAD (VA) DEMAN D... LIGHTING OYA O�UU% R RECEPTACLES 2160VA 100.00% K KITCHEN OVA 0.00% LM LARGEST MOTOR OVA 0.00% M MOTOR OVA 0.00% 0 |OTHER | 24000VA 100.00% 13NBuilders February 10, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 205 — South Lot Grading Issues Dear Ethan, BNBuilders hereby submits our proposal (REV 2) for RFI 205 — South Lot Grading Issues. The added scope includes raising the curbs located in the Southwest corner (trash enclosure area) of area A. The total proposal of this subject work is Five Thousand Seven Hundred Seventy -Three dollars $5,773.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5048 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek(@.soseaj.com) Geri Urbas (qeri.urbas(@,bnbuilders.com) Steve Schmitz (sschmitz dlr rou .com) BNBuilders 2601 4'1' Avenue, Suite 350 Seattle, WA 98121 T: 206.382,3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5048 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 211012020 DESCRIPTION OF CHANGE: RFI 205 - South Lot Grading Issues BP 03.00 BNB Foundations/Structure/Waterproofing lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $5,497.79 $5,497.79 $274.89 $0.32 Total Change Request $5,773.00 To the best of my knowledge and belief, I certii5, that all costs listed above are correct. Contractor Signature Date Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5048 Contractor Name: BN Builders (Structure) DATE: 211012020 DESCRIPTION OF CHANGE: RFI 205 - South Lot Grading Issues. Scope includes raising the curbs at the SW corner of area A. Required drilling, epoxying, pouring additional concrete, adding dampproofing and insulation Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $3,576.10 $492.50 $100.00 $4,168.60 $625.29 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $4,793.89 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $651.76 $52.14 Total Subcontractor Change Request $5,497.79 To the best of my knowledge and belief, I certify that all costs listed above are correct Contractor Signature Date 15% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project. No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: 0 CP #: 0 Date: 1/0/00 Description. Quantity Unit Prod.. Hours A.1. Labor A,l, Labor Premium B; Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs S/Unit Costs Drill, Epoxy, form and pour additional concrete 101 LF 50 71.52. $ 3,576 2.50 $ 253 2.00 $ 100 Concrete 2 Yd $ - 120.00 $ 240 $ - $ - $ - $ - $ - $ - $ - $. - $. _.... $ - $ - $ - $ - $. - $ - $ - $ -. $ - $ - $ - $ -. $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ -. $ - $. - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ $ $ - $ - $ - $ - $ $ $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - Total Cost ofWork A. $ 3,576 $ - $ - B. $ 493 C. $ 100. BNBuilders Inc Job Cost Journal - Detail 119700.000 COTJC SP 9P03.00 FNDN/Struc/WP Date Range: to 10-11-2019 Cost Invoice #/ Period End Code Pay ID/Ref 1 Date Description Vendor/Employee Page 7 System Date: 10-11-19 System Time: 8:23 am Record Security: Disabled Hours Cost 500.005048 RFI 205 L REG 09-21-2019 PR cost Carlos Alarcon Godoy 5.00 358.85 REG 09-21-2019 PR cost Casey Drennen 16.00 1,148.32 REG 09-21-2019 PR cost Jesse Esparza 5.00 346.45 REG 09-21-2019 PR cost Alexander Salinas 24.00 1,722.48 Cost Code Total 50.00 3,576.10 CHANGE ORDER REQUEST FOR COMPLETED EXTRA WORK COST ESTIMATE DETAIL SHEET FROM: Inland Waterproofing Services, LLC TO: BN Builders RE: Tukwila Justice DATE: 25-Sep-19 DESCRIP ON: Added time and materiels to make grad PRICING and installed more dempproofing ITEM DESCRIPTION Labor Standard: hugrIn V a", Cut rips of r Insulation, (Irian board $264.24 $264.24 UNI't UNIT - UNIT TOAAL TOTAL TOTAL UNIT LAB() 0 - 0 10 3 R MATIEQUIP MOBS LAB o.oaDo o.00" 0.00 OR MATIEQUIP MOBS .11101141107:1111 2" Insul flan 4 U, u 36.)0 0.00 - 144.00 TOTAL 144.00 4 Drain Board- -itAastersalf DP 7 8 .65 0.00 201.00 0.60 130.65 0 0 'o 0,00 0.00 0.00' '5 .71 0.00 0.0* 0,00 0.00 0.00 .00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 oiyr- 2?.88 130.6 27.86 Subtotal Direct Supervision @ 15% of Labor Safety fg 2% of Labor Small tools at 3.5913 of Labor Subtotal Overhead and Profit Total $264.24 ab. 302.51 $264.24 $566.75 302.51 $39.64 45.38 PLEASE ISSUE CHANGE ORDER PROMPTLY [TOTAL 566.75 85.01 $651.76 Sep 20 10,05:45a p.1 E ORK AUTHOR! TICS Employees / Hours Authorized by: Ireland Watarprovfing Services, LLC P.O. Box 2197. Renton. WA 98056 R,O. Box 2B47, Hayden. 10 63835 GroupDLR DLR Group � � 4 ni PROJECT: City of Tukwila Justice Center DATE SENT: 9/13/2019 73-17158-00 sucoecT pz � TIC RFl#�05_South Lot m m` 205 Issues TYPE: RFI TRANSMITTAL ID: 01115 FROM I NAME Sabrina Ames Bill Brown Answered � � f- a VIA: Info Exchange After closer review, C7.00 needs several clarifications. Please see the attached sheet with markups and provide clarification. Pending response (Amsworeu)from: MiFoa=|wersoth (mPppConsulting Engineers (WA)) See attached plan sheets [7Q0and C8.00for requested clarification. nHerseth9/13/2nz9 DESCRIPTION OF CONTENTS � QTv � DATED DLR Group COMPANY TITLE Grading Issues.pdf | sameo@d|rgrVup.com EMAIL PHONE � hill h,nun(n-)h"h"|Hinr=r / |306-382-3443 fom | | NUMBER |5cALe Bill Brown 8N8ui|ders) BrennaChhstensen (BNB Dillon Webster (DLR Group) Ethan Bernau (Shie|sOb|etzJohnsen) GehUr (BNBui|ders) Jeff Clark (BNBuilders) Page 1 of Liz Van VVieringen (BNBui|ders) Sabrina Ames (OLRGroup) Steven Schmitz (DLRGroup) Transmittal 9/13/2019 01115 Page 2 of 2 Request for Information RFI No: 205 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter, Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: September 09, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: South Lot Grading Issues Discipline: Civil Document Reference: See attached Subcontractor: BN Builders, Inc. Question Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Spec Section: Subcontractor RFI No: Date Required: 9/16/2019 After closer review, C7.00 needs several clarifications. Please see the attached sheet with markups and provide clarification. Answer See attached plan sheets C7.00 and C8.00 for requested clarification. M Herseth 9/13/2019 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 ut ays irb ".} + + + + + + + + + + + + + + +e•'+'—+ + + + ttc+ + +0 + + + t + 4-2;4+ + `+ + + + + -STA. 25+05.26 193.10' RT EL=341.80 -STA. 24'4742.74 482.36' RT 4 it-a-IA/Jr Winn GRADE SWALE TO DRAIN AWAY FROM BUILDING (TYP) STA. 25+10.63 242.39' RT EL=341.11 BOTTOM EL=338.09 FFE 40.00 D. • .t • tt,„ •••••• -•••••• /••• •••„., / A + + + + v- -,---,,- .4L_*- .*-....t.:..,,+, + + + + + + + + + + +,, + + +, \ + + + + + +/+// 4 + +,,..*,f, + + + +.4, + ,,,+,+ + + +N -. + + + + + -*L......- .i. * _-4.,/ + + +/+ ...... ) 31..DO —STA. 25+05.26 193.10'/RT EL=341.8b .1 6 TA. 24+42.74 32.36' RT _=340.93 A 05 61 2 GRADE SWALE TO DRAIN AWAY FROM BUILDING (TYP) STA. 25+10.63 242.39' RT EL=341.11 BOTTOM EL=338.09 FFE=340.00 CUR, CONCR STA 25+43.08, 244.48' NO PARKING STRIPING FLUSH CURB R7-801 SIGN WITH .90, 142.82' RT R7-801A SIGN AT ADA VAN STALLS ONLY SIGNS PER WSDOT SIGN FABRICATION MANUAL. :R POST PER WSDOT STD PLAN G-24.10.00 CAPE LOCATE POST 2-FEET BEHIND SIDEWALK, CENTERED ON STALL. TYP. .96, 162.93' R UUN !KUL AND JOINTING OF SIDEWALK CONCRETE A 05 RB SIDEWALK PAVEMENT (TYP) WALK -OFF MAT SEE LANDSCAPING SIDEWALK PAVEMENT (TYP) ' v STA 14 37.42, 44.20' LT /7 7// /STA 14+15.82, 34.23' LT\ ,Q, BNBuilders February 4, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 015 — Elevator Sump Pump Dear Ethan, BNBuilders hereby submits our proposal (REV 1) for ASI 015 — Elevator Sump Pump. The total proposal of this subject work is Sixteen Thousand Eight Hundred Forty Nine dollars $16,849.00. There is a zero -day day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5050 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseaj.com) Geri Urbas (geri.urbasbnbuilders.com) Steve Schmitz (sschmitz dl rou .com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T 206.382.3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 015 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: ASI 015 - Elevator Sump Pump COP #: 5050 DATE: 21412020 BP 22.00 Johanesen BP 26.00 Valley $14,541.61 $1,280.86 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Labor GC/CM Mark-up on MACC Costs Rounding Adjustment $15,822.47 $224.49 $802.35 -$0.31 Total Change Request $16,849.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: ASI 015 CP #: 5050 Date: 2/4/20 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs BIM Coordination 3 74.83 $ 224 $ $ - $ - $ $ - $ - $ $ - $ - $ - $ - $ - $ - - $ - $ - $ $ $ $ - $ $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ $ $ - $ $ - $ $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ $ - -- $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Cost of Work A. $ 224 $ - $ - B. $ - C. $ - "The Electrical Solution"e VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Add Receptacle for Elevator Sump Pump per Labor and Industries Requirements. ASI # 015 DATE 10/24/2019 Addendum# VE JOB # 19146 Time Ext Rqrd (days): 1 RFI# Self Performed Work LABOR COST SUPERVISION MATERIAL COST EQUIPMENT COST 24' Scissor Lift 8.63 hrs 0.0% Ibr OH & PROFIT - SELF 15.0')0 Subcontractor Quotes Quote Quote Quote Quote VECP# 010 Month $90.34 SUBTOTAL COST: SUBTOTAL DIRECT COST QUOTES: OH & PROFIT - SUBS 8.0% Bond Permit Fee TOTAL CHANGE PRICE: $ 779.63 $ 80.17 253.98 1,16$.3C 1, 13.79 175.25 67.07 NOTE: 1) Pro. w . valid for acceptance within 30 days. 2) While Valley Elec . siders our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensa' • a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric a 'e of settlement on this change. 3) This construction change has been estimated using ° +...wings furnished; an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, ha x-�, • een performed. 4) Permit costs are specifically excluded. Should this change, or it become nece : t. o procure/pay for an increased permit fee this would become an added cost to the change price reflected above. Our proposal amount does not include the following: - Overtime / Shift Work - Fireproofing Repairs - Concrete/GWB Repairs - Shutdown Costs - Painting and Patching $1,280.86 Valley Electric Co. Job #19146 Detailed Labor and Material Breakdown 19146 - CP #010 - ASI-015 - Added Sump Receptacle Contract # Page 1 of 1 Print: 10/24/2019 Description Qty Net Price U Labor U -TotaI Mat($j Total Hours 3/4" CONDUIT - EMT- 10 112.38 C 6.2 - C $11.24 0.62 3/4" CONN SS STL - EMT 1 196.02 G 12 C $1.96 0.12 3/4" STEEL NAIL STRAP - EMT 1 73.53 C 0 C $0.74 0.00 #12 THHN SOLID BLACK 400 244.6 M 7.5 M 84 3.00 4x 1 1/2" SQ BOX COMB KO 1 - 928.28 C 35, C $9.28 0.35' 1G WP RAISED SGL COVER W/ 20A 125V REC 1 2.37 E 1.05 E $2.37 1.' 1G RAISED SGL THRD CAP GVR W/ 20A 125V REC 1 99.95 E 1.05 E $9.95 1.005 20A 125V DUP REC - GFCI IVY (SG) 1 30.6 E 43.7 C $30.60 0.44 BIM MODELING 1 0 E 2 E $0,00 2.00 SUB COORDINATION (As Needed) 0 1 E $0,00 0.00 POSTING/RECORD DWGS 0 0.43135 E $0.00 0.00 CLEAN UP (.5% Lbr) 0 0.043135 E $0.00 0.00 TESTING (75% Lbr) 0 0.0647025 E $0.00 " 0.00 WARRANTY (As Needed) 0 0.08627 E $0.00 0.00 Totals: $253.98 8.63 CONFIDENTIAL JOB NAME Johansen Mechanical, Inc. PHONE 425-48-2266 FAK4os-4o6-6oao CHANGE ORDER DETAIL Tukwila Justice Center BILLING CONTRACTOR BNBuilders, Inc. JOHANSENJOB # P11980 DESCRIPTION: EXCLUSIONS: SCHEDULE IMPACT: i LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRNyMAN) C. LABOR (SHOP JRNYMAN) D. LABOR (DELIVERY) E. LABOR (SERVICE) F. DETAILING G. SHOPFOF7EMAN/CC)ORp V. PROJECT STAFF II. MATERIAL AND EQUIPMENT A. MATERIALS B. EQUIPMENT C. FREIGHT D. RENTALS U|.SU8CONTRACTORS A. ALL SUBS $101.4U =$ $ 95.06 =$ $ 95.06 = $ $ 79.69 =$ $1U4.92 = $ $ 87.78 =$ $1U1.4V = $ $1O3'73 = $ MATERIAL EQUIPMENT TOTAL DATE; JMI CDR - C&CSolutions / Redline! % 13,017.00 SUB SUBTOTAL |V. OTHER DIRECT COSTS A. SAFETY @ EL SMALL TOOLS AND CON8UMABLES@ C. PERMITS OTHER DIRECT COSTS TOTAL 0% 0FLABOR .$ -.- � V. TOTAL ITEMS 1, 11, 111, AND IV VI. OVERHEAD &FEEG A. OVERHEAD B.PRDF|T C. SUBCONTRACTOR MARKUP TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL VALID FOR 30 DAYS $ 13.321.38 This change proposal only includes costs that can bnidentified adthis time. This change proposal does not include any amount for changes in the sequence of work, delays, disruptions, rescheduling, extended overhead, acceleration or impact costs. Johansen Mechanical expressly reserves the right to address any and all of these and related items nfcost prior 0ofinal settlement ofthe contract. illiarn Canter < Dili(cLocandcsolutic)[-s. E: FP ASI 015 - Elevator Sump Pump To Ivy LeVandie Cc Gidi Canter; Cory Slack; Nick Schroeder Labor and Materials to add additional monitoring paint. Approx. $1,226.00 Bill Canter President! C&C Solutions, LLC1 A Veteran Owned 8us1ness bilh ca oludons,biz C: 350) 2 se-s2oo C A K~ Change Order Proposal 004 January 3CL3O2O Attn: Cory Slack Johansen Mechanical Project: Tukwila Justice Center RE: Costs Associated with A8|D1S—Added Elevator Sump Pump Redline Mechanical will furnish and install 1 — Sump Pump with Galvanized Steel Pipe and COP 004 Cost: $11,791 BID RECAP SHEET Company: Redline Mechanical JobName: C:1Users\JBenedict\SyncedFolder\Admin\Redline Employee\Jon BenedictlFastEST-Local.sitelJobslJonlTJC COP.j( Bid Date January 30, 2020 Bid: 1/30/2020 ASI-015 PLUMBING/PIPING SUMMARY Fn5TPIPEummary Pipe Equipment Total Pipe Fixtures Total Pipe Specialties Total Pipe Other Total Equipment Fixtures General Conditions Drains Hydronic Equipment Med Gas & Lab Equipment Specialties Other Direct Project Labor Overtime Plbg/Piping Labor Materials Hours Rate Labor $ Total $ 4,250.54 32.6 $89.50 $2,922 $7,172 $0 w/Summary $0 $0 0 w/Summary 0 $0 0 w/Summary $0 $0 $0 w/Summary $0 $0 $2,206 7.2 $89.50 $644 $2,850 $0 0.0 $89.50 $0 $0 $0 $0 0 0.0 $89.50 $0 $0 $0 0.0 $89.50 0 $0 $0 0.0 $89.50 0 $0 $0 0.0 $89.50 $0 0 $0 $0 0.0 0.0 #DIV/0! $0.00 0 $0 0 0 Sub Total 6457 39.8 $3,566 $10,023 MATERIALS SUMMARY Plumbing/Piping Materials/Equipment Rental Equipment Warranty Material Escalation Freight Sub Total Sales Tax MATERIALS TOTAL 0.0 Cost OH&P $ Total $6,457 $1,139 $7,596 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $6,457 $1,139 $7,596 $0 $0 $0 $6,457 $1,139 $7,596 OH&P % 15.0 15.0 15.0 15.0 15.0 10.0 15.0 o�Q %o LABOR SUMMARY Plumbing/Piping Labor Sub Total Sales Tax LABOR TOTAL Hours Rate Cost OH&P $ Total 39.81 $89.50 $3,566 $629 $4,195 $3,566 $629 $4,195 0.0 % $0 $0 $0 $3,566 $629 $4,195 OH&P % 15.0 10.0 15.0 0/0 %Q SUBCONTRACTS SUMMARY Including Sales Tax Sales Tax SUBCONTRACTS TOTAL SUB TOTAL less Sales Tax Warranty 0.0 0.0 Cost OH&P $ Total $0 $0 $0 0 $0 $0 $0 $0 Cost OH&P $ $10,023 { $1,769 QUOTED PRICE $0 Total $11,791 $0.00 $11,791 10.0 5.0 0.0 15% %e EQUIPMENT Company: Redline Mechanical � JubName: C:VJuoroUBenedictkSynxedFmdehAdminURedine2mp| ouict\postEST'Loca|.siteWobsUonXTJC COP -job 1/30/2020 Plbg/Pip Unit ng Hours Total Mark AS|-015 Description Quantity Plumbing Unit Materials Total 3.60 0.0 VYHElectric OGal D *0.00 $uO 8.60 0.0 - WHElectric 15Gal $0.00 3.00 0.0 VVH Electho3OGo $0.00 4.50 0.0 VYH Electric 5O/Gal $0.00 4`50 0.0 VYH Electric 8OGal ` ' $0.00 4.95 0.0 VVHElectric 1O0Gal *O.00 4.95 0.0 VVH Electric 12OGal $0.00 0.0 $uO 3.80 0]] VYHGas 30Gal $0.00 4J50 0.0 YVHGas 50Gal' $0.00 7.80 0.0 VVHGas 8UGal $0.80 7}}0 0.8 VVHGas 1U8Gal $0.00 8.00 0.0 VVHGas 12OGal ${\QU U/] $0.00 5.40 0.0 HVyStorage Tank 15WGal 80.00 8.00 0.0 HVVStorage Tank 5OOGal $0.00 14.40 n]] HVyStorage Tank 1UUoGal $0.00 0.0 $0.00 10'00 0.0 Domestic Boiler (Eoch) $0.00 0.0 $0.00 4.80 0.0 Tenk|wosVVHGas 6gpm $0.00 4.80 0J3 TanNoaeVyHGas 12gpm $0.00 4.50 8.0 TonNesaYYHGas 2Ogpm $0.00 0.0 *O.VO 1.20 0.0 |nmta Hot 120V3.5KVV $0.00 1.80 0.0 |nstaHot 2V8vR`@KVV $0.00 5.40 0.0 |notaHot 48OvDO KW $0.00 0.0 ' $0.00 1.00 0.0 ExpTank 2Gal $0.00 1.20 0.0 ExpTank 8Gal $&OU 1.80 0.0 ExpTank 2OGal $0.00 OJ] $0.00 1]30 Ul) QmPump 1/t2HP $0.00 1.80 0.0 |nUnoPump 1/2HP $0I0 2.40 O'O |np|innPump 2HP *O.00 0.0 $0.00 13.00 OD Duplex BunoorPump $0.00 16.00 0/0 Triple Booster Pump *0.00 0.0 $0.00 720 7.2 Packaged 8impkm8p 1 $2,206.00 $2.208.00 33.60 oO Duplex SPmyRails/Floats Q 36"x72 Basin S0.00 33.00 0.0 Duplex 8Ev/Rails/Floats &3O'x72Basin $0.00 O-0 $0.00 3.60 0.0 Master Mixing Valve $0.00 ' 8.0 s0.00 4.80 0.0 Grease Interceptor pE(per section) $0.00 3.60 0.0 Grease Interceptor Under Sink $0.00 8.40 0.0 Grease Interceptor Steel 65Vgal $0.00 14.40 0.0 Grease Interceptor Steel 1000+gal $0.00 0.0 $0.00 6.00 0.0 Concrete Catch Basin '25Gal S0l0 8�08 (\O Concrete Catch Basin -5DGal $0.00 0.0 $0.00 12.00 0.0 Sand Oil Separmhzr2O8Gallon $0.00 15.00 0.0 Sand Oil 8eponotur5OOGallon s0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 0.0 $0.00 7.2 Totals $2,206.00 LABOR RATES Company: Redline Mechanical JobName: CAUsersIJBenedict‘SyncedFolderlAdmin\Redline Employee\Jon Benedict\FastEST-Local.site\Jobs\Jon\TJC COP.job 1/30/2020 Sheet Metal Shop Crew General Foreman Foreman Journeyman 5th Year Apprentice 4th Year Apprentice 3rd Year Apprentice 2nd Year Apprentice lst Year Apprentice Laborei ASI-015 Rate 0 $42.56 0 $39.67 $36.78 0 $32.46 0 $29.57 0 $26.68 0 $25.23 0 $23.79 0 $18.02 $36.78 Total $0.00 $0.00 $36.78 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $36.78 Plumber/Pipefitter General Foreman Foreman Journeyman 5th Year Apprentice 4th Year Apprentice 3rd Year Apprentice 2nd Year Apprentice lst Year Apprentice Laborei Crew Rate 0 $105.00 1 $102.09 1 $93.32 0 $83.44 1 $73.10 0 0 0 0 3 $67.97 $62.84 $49.16 $40.00 $89.50 Total $0.00 $102.09 $93.32 $0.00 $73.10 $0.00 $0.00 $0.00 $0.00 $268.51 Sheet Metal Field General Foreman Foreman Journeyman 5th Year Apprentice 4th Year Apprentice 3rd Year Apprentice 2nd Year Apprentice 1st Year Apprentice Laborei Crew Rate 0 $42.56 0 $39.67 $36.78 0 $32.46 0 $29.57 0 $26.68 0 $25.23 0 $23.79 0 $18.02 $36.78 Total $0.00 $0.00 $36.78 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $36.78 OTHER LABOR Supervision Start-up Delivery Engineer Drafting Project Manager Other 1 Other 2 Other 3 Rate $105.00 $105.00 $49.16 $125.00 $96.44 $90.00 $0.00 $0.00 $0.00 Company: Redline Mechanical JobName: C:\Users\JBenedict\SyncedFolder\Admin\Redline Employee\Jon Benedict\FastEST-Local.site\Jobs\Jon\TJ( Material Set: Factor 1 Labor Set: 1 Run Date: 1/30/2020 0:00 Sort Key: ASI-015 Matl Group Qty Size Description Unit Matl Net Net Unit Job Wt Price Disc Price Total Hours Total bline6 bolts bolts gasket grvcup grvfit grvfit hanger misc misc shield stipip uppera vicvlv vicvlv 16 % 8 3/4.3 8 % 1 4.1/16 19 4 7 4 14 4 8 8 % 14 4 7.12 40 4 4 % 14 14 Plain Threaded Rod Hex Head Bolt w/ Nut Hex Nuts 150# Gen Sery FF Gasket Victaulic Style 07 Coupling Victaulic Std Gry 90 Ell Vic Style 741 150# Gry Flange Plain Standard Clevis Hanger Plain Washer 150# Flange Joints Galv Insulation Prot Shield Sch 40 ERW Galv St! Pipe A53B Gry Plain Wide Jaw Top C-Clamp MstrSeal E/T Bfl Vlv w/10 Pos w/MS Vic 716 Gry Check Valve 0.0 0.0 0.0 0.0 91.2 59.5 7.7 19.4 0.0 0.0 10.1 432.1 2.8 0.0 0.0 622.8 0.44 0.80 0.80 1.00 0.44 0.44 0.44 0.39 1.00 1.00 $ 33.89 0.39 $ 23.70 0.48 $ 18.20 0.35 $1,490.50 0.30 $1,130.00 0.30 4.23 0.99 0.34 1.33 217.50 229.50 705.00 35.27 0.06 $ 1.86 $ 0.79 $ 0.27 $ 1.33 $ 95.70 $100.98 $310.20 $ 13.76 $ 0.06 $ - $ 13.22 $ 11.38 $ 6.37 $447.15 $ 339.00 29.75 6.34 2.18 1.33 1,818.30 706.86 310.20 55.02 0.48 52.87 455.59 25.48 447.15 339.00 $ 4,250.54 0.00 0.00 0.00 0.00 0.12 1.48 1.61 1.10 0.00 0.00 0.23 0.25 0.00 1.53 1.53 0.0 0.0 0.0 0.0 2.3 10.4 1.6 4.4 0.0 0.0 0.9 10.0 0.0 1.5 1.5 32.6 50% AP Time & One Half Double Time 55%AP Time & One Half Double Time 62.5% AP Time & One Half Double Time 70% AP Time & One Half Double Time 85%AP - Time & One Half Double Time Basic Wage $27.46 $41.19 $54.92 $30.20 $45.30 $60.40 $34.32 $51.48 $68.64 $38.44 $57.66 $76.88 $46.67 $70.01 $93.34 Vacation/leave $5.50 $8.25 $8.25 i:. $5.50 $8.25 $8.25 $5.50 $8.25 $8.25 $5.50 $8.25 $8.25 $5.50 $8.25 $8.25 Assessment Checkoff $1.30 $1.30 $1.30 $1:30 $1.30 $130 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 HOURLY WAGE Texible fncome $34.26 $50.74 $64.47 $37.00 $54.85 $69.95 $41. 2 $61.03 $78.19 $45.24 $67.21 $86.43 $53.47 679.56 102.89 Health Trust. $9.01 $13.52 $13.52 $9.01 $13.52 $13.52 $9.01 $13.52 $13.52 $9.01 $13.52 $13.52 $9.01 $13 52 $13.52 WA State Pension $0.00 $0.00 $0.00 $3.33 $3.33 $3.33 $3.79 $3.79 $3.79 $4.24 $4.24 $4.24 $5 15 $5.15 $5.15 National Pension $0.00 $0.00 $0.00 $1.78 $1.78 $1.78 $2.02 $2.02 $2.02 $2.27 $2.27 $2.27 $2.75 $2.75 $2.75 International Training Fund $0.10 $0.10 $0.10 $010 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 Industry Improvement Fund : $0.50 $0.50 $0.50 i. $0.50 50.50 $0.50 $0.50 $0.50 $0.50 $0.50 $0.50 $0.50 $0.50 $0.50 $0.50 MCAAWW Dues $0.10 $0.10 $0.10 $010 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $010 $0.10 $0.10 JATC $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 $2.23 Supplemental Pension $0.00 $0.00 $0.00 $5t00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5;00 $5.00 $5.00 Hourly Benefits $11.94 $16.45 $16.45 522.05 $26.56 $26.56 $22.75 $27.26 $27.26 $23.45 $27,96 $27.96 $24 84 $29.35 529.35 Total Compensation Package $46.20 $67.19 $80.92 -$59.05 $81.41 $96.51 $63.87 $88.29 $105.45. $68.69 $95.17 $114.39 57831 $108,91 $132.24 Dues per hour worked $0.62 $0.91 $1.09 ;$0.80 $1.10 $1.30. $0.86 $1.19 $1.42 $0.93 $1.28 $1.54 $1.06 $1.47 $1.79 Total Hourly Benefits $12.56 $17.36 $17.54 $22.85 $27.66' 27.86 $23.61 $28.45 $28.6$ $24.38 $29.24 $29.50 525.90 $3082 $3114 TOTAL HOURLY RATE 546.8 $68.10 582.01 559.85 582.51 597.81 564.7'3 $89.48 $106.87 $69.62 596.45 $115.93 $79.37 $110.38 5194 03 Labor Burden $0.05 $0.05 $0.05 $0.05 $0.05 $0.05 $0.0S $0.05 $0.05 $0.05 $0,05 $0.05 $0.05 $0.05 $0.05 52.34 $3.40 $4.10 $2.99 $4.13 $4.89 $3.24 $4.47 $5.34 $3.48 $4.82 $5.80 $3.97 $5.52 $6.70 Total $49.16 $71.50 586.11 62.84 $86,63 5102.70 $67.97 $93.96 5112.22 573.:10 5101.28 $121.73 E$83.34 $115.89 5140.73 Time & Double Time & Double Time & Double Time & Double Jouneyman One Half Time 10% Foreman One Half Time Lead Foreman One Half Time General Foreman One Half Time Basic Wage 554.91 $82.37 $109.82 - $60.40 $90.60 $120.80 563.15 $94.73 $126.30 $65.89 $98.84 $131.78 Vacation/leave $5.50 $8.25 $8.25 $5.50 $8.25 $8,25 $5.50 $8.25 $8.25 $5.50 $8.25 $8.25 Assessment Checkoff $130 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 $1.30 HOURLY WAGE Taxible Income $61.71 r91.92 $119.37 $67.20 $100,15 130, 5 $69.95 $104.28 $135.85 572.69 $108.39 i$141.3 Health Trust $9.01 $13.52 $13.52 $9.01 $13.52 $13.52 $9.01 $13.52 $13.52 $9.01 $13.52 $13.52 WA State Pension $6.06 $6.06 $6.06 $6.06 $6.06 $6.06 $6.06 $6.06 $6.06 $6.06 $6.06 $6.06 National Pension $3.23 $3.23 $3.23 $3.23 : $3.23 $3.23 $3.23 $3.23 $3.23 $3.23 $3.23 $3.23 International Training Fund $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 Industry Improvement Fund $0,50 $0.50 $0.50 $0.50 $0.50 $0.50 'i $0.50 $0.50 $0.50 $0.50 $0.50 $0.50 MCAAWW Dues $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 $0.10 JATC $1.98 $1.98 $1.98 $1.98 $1.98 $1.98 $1.98 $1.98 $1.98 $1.98 $1.98 $1.98 Supplemental Pension $5 00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 $5.00 Hourly Benefits $25.98 $30.49 $30.49 $25.98 $30,49 $30.49 $25.98 $30.49 $30.49 $25.98 $30.49 $30.49 Total Compensation Package $87.69 $122.41 $149.86 $93.18 $130.64 $160.84 $95,93 $134.77 $166.34 $98.67 $138.88 $171.82 Dues per hour worked $1.18 $1.65 $2.02 $1.26 $1.76 $2.17 $1.30 $1.82 $2.25 $1.33 $1.87 $2.32 Total Hourly Benefits 27.16 32.14 32.51 $27.24 $32,25 $32.66 $27.28 $32.31 $32.74 $27.31 $32.36 $32,81 TOTAL HOURLY RATE 588.87 $124.06 $151.88 $94.44 $132.40 5163.01 $97.23 5136.58 5168.59 $100.00 $140.75 5174.14 Labor Burden ;$0.05 $0.05 $0.05 $0.05 $0.05 $0.05 ` $0.05 $0.05 $0.05 $0.05 $0.05 $0.05 $4.44 $6.20 $7.59 $4.72 $6.62 $8.15 54.86 $6.83 58.43 $5.00 $7.04 $8.71 Total 593.32 $130.26 $159.48 $99.16 5139.02 $171.16 5102.09 $143.41 $177,01 $105.00 $147.79 $182.85 COLUMBIA HYDRONICS- VANCOUVER 5408 NE 88th St a101 Vancouver, WA 98665 WVVW.CHCHYDRO.COM Quote Date Jan 30, 2020 Requested Ship Date Job Site REDLINE MECHANICAL 24230 Roberts Dr Black Diamond WA 98010 Quote Expiration Feb 29, 2020 Attention Shipping CarrierJob Name Best Way Tukwila Justice Center This quotation is offered pursuant to the Terms and Conditions at end of this document — CHC does not agree to accept other terms and conditions unless noted within this quotation. Q-00044532 Tag QNTY Part Number Description Net Each Ext. Total ELKT2EC051 I ELEVATOR PUMP KIT-1/2HP 115V $2,206.00 $2,206.00 SubTotal Est. Taxes Total $2,206.00 $0.00 $2,206.00 If you have any questions or require additional infommtion, please feel free to give us a call. Thank you for the opportunity to provide this quotation. Sincerely — Matthew Ostrander matto@chchydro.com Direct: (360) 449-8338 Line 1 of Z Tukwila Justice Center 19-4511VV COLUMBIA HYDRONICS- VANCOUVER 5408 NE 88th St a101 Vancouver, WA 98665 WWW.CHCHYDRO.COM 2 of 2 Tukwila Justice Center 19-4511W TERMS & CONDITIONS OF SALE All sales of goods based upon quotations provided by California Hydronics Corporation, Columbia Hydronics Company, CHC Pacific or FlowThenn systems (hereinafter referred to as CHC) are made subject to the tenns and conditions below: It is mutually agreed between CHC and Buyer that the terms and conditions contained herein constitute the entire complete and exclusive agreement and understanding between CHC and the Buyer and supersede all other agreements, oral or written heretofore made between Buyer and Seller relating to the subject matter contained herein and if Buyer presents a Purchase Order with other terms and conditions, the terms and conditions expressed herein will control. No understanding, promise or representation, and no waiver alteration, addition to, or modification of any provision hereof, shall be binding upon CHC unless agreed to in writing by an authorized representative of CHC. The terms set forth herein shall apply to each purchase agreement as if set forth separately for each order. In the event that any provision of the Purchase Order is found to be invalid by a court of competent jurisdiction, all remaining provisions of the Purchase Order shall remain in full force and effect. Clarifications & Exclusions on Quotations: For any item on the quote that indicates `NO SPECS' CHC reserves the right to re -quote the price once written specifications are received from Buyer or Buyer's designated representative. For any items on the quote for which 'ALTERNATES' are offered for consideration, those alternatives are subject to Buyer's or Buyer's designated representative's approval. For any items on the quote that includes the statement'ALT MFG' CHC believes, but does not guarantee the item meets the intent of the written specifications; CHC merely offers the item for Buyer's consideration. CHC does not provide, and all quotations exclude the provision of SEISMIC certification of equipment, seismic analysis, shake table testing, seismic experience data, seismic calculations or supports, and guarantees regarding coatings, other than factory standard, unless these items are explicitly included within CHC quote descriptions. Quotations exclude all requirements listed under the EXECUTION portion of the specifications. Liabilityr CHC SHALL NOT BE LIABLE FOR ANY SPECIAL, INCIDENTAL, INDIRECT, CONSEQUENTIAL, EXEMPLARY OR PUNITIVE DAMAGES OR LOSSES WHICH MAY BE SUFFERED BY BUYER WITH RESPECT TO THIS AGREEMENT, INCLUDING BUT NOT LIMITED TO, LOSS OF PRESENT OR PROSPECTIVE PROFITS, LOSS OF INCOME OR REVENUE, EXPENDITURES, INVESTMENTS OR COMMITMENTS, OR LOSS OF BUSINESS OR DATA, WHETHER IN AN ACTION IN CONTRACT, EQUITY, NEGLIGENCE, INTENDED CONDUCT, TORT, OR OTHERWISE (INCLUDING BREACH OF WARRANTY, NEGLIGENCE, AND STRICT LIABILITY IN TORT), EVEN IF SUCH CHC HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. THE TOTAL AGGREGATE LIABILITY OF CHC FOR CLAIMS ASSERTED UNDER THIS AGREEMENT SHALL BE LIMITED TO THE TOTAL PURCHASE AGREEMENT PRICE. CHC WILL NOT ACCEPT INDEMNIFICATION CLAUSES. Pricing: All prices are valid for 90 days, in United States dollars and are exclusive of tax. Buyer agrees to pay and be responsible for payment of any applicable taxes, except for taxes based an CHC's net income. Unless specific pre -payment terms are noted within body of quotation, Buyer shall pay all invoices within 30 days of receipt. For all commercial projects over $5,000.00, Buyer will provide the address of the contract work, and information for pre -lien purposes prior to CHC accepting the Purchase Order. Shipping & Freight: For project purchase orders valued $5000.00 or greater, CHC ships FFA/FOB origin via coiniitsn ground carrier to Buyer's specified location in contiguous US- FFA Seattle Dock for AK jobs. Otherwise orders are shipped PP&CHG/FOB origin via common ground carrier to Buyer's specified location. Buyer will pay additional charges for any special shipping requirements. The Buyer agrees to inspect all shipments of goods in accordance with this agreement upon receipt thereof and to report immediately any damage or shortage to the seller and to delivering carrier. Buyer also agrees to cooperate with CHC to pursue claims for any damage or shortage against the carrier. Unless otherwise so specified. CHC shall not bear the risk of loss of, or damage to, the Goods covered by the Purchase Order until delivered to Buyer's plant or to such other place as may be designated on the face of the Purchase Order, unless Buyer requires special shipping requirements. CHC shall also not bear the risk of loss of, or damage to, rejected Goods after receipt of Buyer's notice of rejection; provided, however, that Buyer shall bear such risk as to loss or damage caused by willful or negligent acts of its officers, agents or employees acting within the scope of their employment. CHC shall provide an estimate of the date items will arrive at Buyer's location. This will be estimates only and CHC does not guarantee the items will arrive by any specific date. CHC does not assume responsibility for cogs incurred by the Buyer due to failure of delivery of the items on a scheduled date. Title: Right and title to items purchased from CHC will pass upon payment for said items by Buyer, regardless of whether the item has been installed into the Buyer's project or job site. Returns &tor Cancellations Policy: All custom built and special orders cannot be cancelled once the Purchase Order is accepted and are not eligible for return. CHC stock products can be returned,, if in excellent condition and in original undamaged shipping boxes, but will be subject to 25% re -stock charges. Buyer must obtain written permission from CHC prior to returning any item, and if that permission isnotobtained, CHC will not accept the returned item. Lead Time: All prices offered in this quotation are based on standard factory lead times (or) as stated within the quotation. The quoted lead time begins only after Buyer has signed and accepted the Purchase Order Terms and Conditions and returned a copy of applicable snbtnittals marked `approved and released'. CHC nsay expedite a shipment upon request, at an additional charge. CHC shall provide an estimate of the date items will arrive, ETA to Buyer's location. This will be estimates only and CHC does not guarantee the items will arrive by any specific date. CHC does not assume responsibility for costs incurred by the Buyer due to failure of delivery of the items on a scheduled date. Job Site Assistance: CHC Sales Engineers are available at the Buyer's job site to answer questions regarding commercial engineered equipment purchased from CHC including consulting during installation of CHC provided items, to assure quality and satisfaction: Assistance is available on site; if requested two weeks prior to the desired date, and via telephone. Travel charges may apply, subject to location, contact CHC for specifics. Start -Up: CHC will provide factory authorized start-up with the purchase of commercial equipment. Rates will vary by equipment type and project location. Services are available during normal work days and hours. Projects requiring that specific prevailing wage requirements be met may require additional cost and arrangements. Buyer must provide at least two weeks notice to CHC, prior to the visit, and be on site to coordinate with any other third party staff. If additional jobsite visits are required for circutnstances not related to our equipment, CHC reserves the right to request a purchase order to cover our additional labor costs. Commissioning: CHC does not provide commissioning services. CHC will provide training as outlined in the Purchase Order but will not be responsible for commissioning services. Warranty: For items provided by CHC, but manufacture by others, CHC extends the manufacturer's warranty to the Buyer: For items manufactured by CHC, CHC provides a I year warranty that the deliverables hereunder will be free from defects in material and workmanship, and that services will be the kind and quality designated or specified in the quotation. Warranty requires install, start-up and operation as per manufacturers IOM. As a value added rep firm, we allow pre -approved labor within the warranty coverage period. If the deliverables do not conform to the above applicable warranty, and if the Buyer promptly notifies CHC, CHC shall thereupon, if it confirms the existence of the defects, correct defects, including non-conformance with the specification, either (at CHC's option) by repairing at no charge to Buyer the defective spare part or equipment furnished hereunder, or by making available at the Buyer's location necessary replacement products. THIS LIMITED WARRANTY DOES NOT COVER LOSS OR DAMAGE WHICH: (I) IS DUE TO IMPROPER INSTALLATION, MAINTENANCE, MISUSE, NEGLECT, OR ANY CAUSE OTHER THAN ORDINARY COMMERCIAL OR INDUSTRIAL APPLICATION BY BUYER OR ITS CUSTOMER OR CONTRACTORS; (II) IS DUE TO ADJUSTMENT; REPAIR OR MODIFICATION BY ANY PERSON OTHER THAN AS AUTHORIZED BY CHC OR MANUFACTURER; OR, (III) IS DUE TO STORAGE OR USE IN AN IMPROPER ENVIRONMENT, EXCESSIVE OR INADEQUATE HEATING OR AIR CONDITIONING, AND ELECTRICAL POWER FAILURES, SURGES OR OTHER IRREGULARITIES WHILE IN THE CUSTODY OR CONTROL OF BUYER OR ITS CUSTOMER OR CONTRACTORS. CHC IS NOT RESPONSIBLE FOR PROBLEMS CAUSED BY HARDWARE OR COMPUTER OPERATING SYSTEMS WHICH ARE NOT COMPATIBLE WITH THE SYSTEM SPECIFICATIONS AS SET FORTH IN CHC'S TECHNICAL DOCUMENTATION. CHC SHALL HAVE NO LIABILITY WITH RESPECT TO DELIVERABLES THAT WERE SUBJECTED TO ABUSE, VANDALISM OR MISUSE. THE WARRANTY SET FORTH HEREIN IS THE SOLE AND EXCLUSIVE WARRANTY, IN LIEU OF ALL OTHER WARRANTIES, AND NO OTHER WARRANTIES OF ANY KiND SHALL APPLY, WHETHER EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, THE IMPLIED WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE; AND FREEDOM FROM THIRD PARTY INFRINGEMENT CLAIMS. Force Majeure: The parties shall not be liable to each other for any loss, damage or other claim whatsoever arising out of a delay, failure or inability to perform any obligation(s) contained in the purchase agreement which is beyond a party's reasonable control Such causes may include, but are not limited to, any act of God, fire, flood, lightning, earthquake, tornado, labor disputes, transportation delays, war, terrorism, revolution, riot, sabotage, act of the public enemy, explosion, embargo, confiscation or act or failure to act of any government, agency, board or commission. Lack of finances shall in no event be deemed to be a cause beyond a party's control. Assignment: Assignment of this Purchase Order or any interest therein, or of any payment due or to become due hereunder, without prior written consent of the other Party to this Purchase Order' is void. Waiver: No waiver by CHC of any breach of the terms and conditions or performance of this Purchase Order shall constitute a waiver of any subsequent breach. / / A/seEvwATER Oil Smart Switch AlSEE Panel Series Liquid Smart Switch TECHNICAL BROCHURE BCPELSPKTR1U The Oil Smart Switch with panel cxalarm, when combined with apump, allows water tobepumped from Elevator sumps, |eachatewells and transformer vaults without danger ofpumping oil into sewers and waterways. The Oil Removal System ioanoil removal system providing alarm when oil iybeing pumped. Standard Effluent Pump FEATURES Protects environment from hazardous waste The solid state device senses between oil and water Panel and switch kk1e6with effluent single phase pumps. Only operates pump ifwater is sensed by probes. Does not operate ifoil ispresent inpit. Oil Removal: Sensor differentiates between oil and water. Panel allows oil tnbepumped. Elevator Sump Kits and Components CentriPro xylem brand Wastewater OIL SMART" SWITCH ° Solid state sensing device that differentiates be- tween oil and water * Two sense points, Pump On andPump Off, reduces the risk nfpumping oil orother hydrocarbons into the environment ° Includes mounting hardware ° Pump Onposition isthe shorter rod ° Pump Off position iuthe longer rod ° Pumping Differential: 6" * Dimensions: 2.S"wide x6^high (body less rods) x 1.7G"deep. °20'cord ° Completely encapsulated andwateptight *CE'UL588,ULMarine and CULListings ° Exceeds U.S.Coast Guard Standards ° Complies with State and Federal regulations and reduces the risk ofadverse publicity and expensive cleanup costs. Part Number A1SEE\A/ATER A1SEE\A/ATERP(with plug) OIL SMART°ALARM °AJann leak orliquid detection °120V ° Includes Liquid Smart' Sensor ° Sensor differentiates between oil and water •/\|a/m indication differentiates liquid * Dry contacts Part Number A4-SEE � OIL SMART"' SWITCH AND ALARM KIT ° Combines plug version ofOil Smart switch for direct pump connection with Oil Smart alarm ° Two sense points, Pump Onand Pump Off, reduces the risk nfpumping oil orother hydrocarbons into the environment • Includes mounting hardware • Pump [)nposition isthe shorter rod ° Pump Off position isthe longer rod ° Pumping Differential: 6" ° Dimensions: 2.5"wide x6"high (body less rods) x 175"6oep. °2O'cord ° Completely encapsulated and water -tight ~CE.ULG08,ULMarine and CULListings • Includes Liquid Smart* Sensor • Sensor differentiates between oil and water °Alarm indication differentiates liquid 0 Dry contacts Part Number All SEE\8ATER1 Includes: °A1SEEVV/TERP °�m ^ ��l '--_' ����� Wastewater SIMPLEX SINGLE PHASE PANEL KIT • Simplex, 115or23Ovolt, 10panel, upto2Oamps, inrugged NEW1A4Xfiberglass enclosure with locking hasp and hinged door. * Use with our model A1SEEW^TEROil Smart sensor to control asump/effluent pump inareas where oil may bepresent. ° The sensor differentiates between oil and water. The panel and sensor will not allow the pump to operate unless water ispresent, eliminating environmental contamination and costly oil cleanups. ° High level alarm features atop mounted high intensity red alarm light with 360"visibility and o 956b corrosion resistant alarm horn. *Terminal strip with connections " Entire panel isULand CULListed. * Switch included (Al SEEVVATER) ° Includes Liquid Smart switch Part Number A1SEE1 Includes: ° Panel ° Liquid Smart sensor Oil Smart switch Optional panels available mnrequest for oil removal tpseparate chamber ° by operation of solenoid OR ° with two separate pumps � Liquid Smart Switch Panel _ / / Oil Smart Switch / �--'/ SIMPLEX SINGLE PHASE PANEL L REMOVAL KIT ~The sensor differentiates between oil and ma/'r. he panel will allow oil to be pumped to sam amber while sending alarm. Pa i Number Al SEE2 (no valves used) Part' umber Al SEE5 (used with soleno'cls) |ndud=s *Pan -|° Liquid Smart sensor -Oil Sm~ switch THREE PHASE PANEL/UT 0panel inrugged NEK4A^Xfiberglass with locking hasp. Multit Part # e Full Load Amps � '!�^� .��'r�to` 'v`��` ^' wsEE"v.��2v"-2t"'`6"��( ` .`",' ` A3SEE11625 208-240/460 1.�2� . / A3GEE14063 208-240/4,1 4D�� N`A3S^ 60 1^ 43SEE19014 �` 208-240,460 9lA4.0 �.�.� 268:2(,/ ,"6«.�18.-1 8.0�``. A3SEE11723 PO8�^O/46O 17��3� ' A3GBE12432 21 240/460 24�-32.0 |ndudes� °Panel = Liquid Sm'rt^enoor~Oil Smart switch OIL REMOVAL, IT °The sensor differ- ntiatesbe eenwilmndvnmten The panel will - low oil to6epumped tosame cham6erwhi|: sending a|ar signal. Multitap. (no valves use Includes: Pan-. e Liquid Smart sensor Oil mart switch ) SOLE/ OK0^VALVES <1.C|used (1)Open Require Part # Size Open / 1.5" Close 95-18 2^ `^o= 'r�`�a..�-" 95-19 2" Wastewater R)1 nr. S PLE SI LE PHASE P EL 1SEE1 Enclosure Dimensions (in inches) n n 12.8 12,1 5,4 Wiring Diagram 0 0 0 = 0 0 - 0 D 0 0 EMEMBEEEra ALARM TERMINAL ALARM TERMINAL 1 2 3 4 5 6 7 8 91011 -J 1.11 Z 2 2 w 1-- W Z tr) W ice * Hook up separate 120V 3 u9 „1". Etu-I j4( 5 supply here or jump from ontxuano...Z500< pump terrninal 1 and 3 to [120Vi co ND" rAYC S alarm terminal 6 and 7 for r LIQUID SMART -I L ALARM svvrrcH power. INSIDE VIEW '--1.J--` g ......21_-, 8D+00.000Cide- ae(idOlide 0 or PUMP TERMINAL ip GROUND LUG 1-7 0) PUMP TERMINAL 1f) Lti 1.1.1 < D I- 0 44- - LU CNI Ce _3 ZI-i--0000 [ 120 V [PumP][ Twsn-mcAHRT * For240V, remove jumper and supply power to terrninals 1 and 2, with neutral on 3. PAGE 5 ELEVATOR PU P KITS Brands Model Number Panel Oil Smart Switch Liquid Smart Sensor Pump GWT ELKTWE0311 L A1SEE1 Included Included Included WE0311 L ELKTWE0511 H WE0511 H ELKTWE0512H WE0512H ELKTWE0712H WE0712H ELKTWE1012H WE1012H ELKT2EC0311L 2EC0311L B&G ELKT2EC0511 2EC0511 ELKT2EC0512 2EC0512 ELKT2EC0712 2EC0712 ELKT2EC1012 2EC1012 ST L TI + HIGH LIQUID LEVEL PUMP ON LEVEL PUMP OFF LEVEL a ss a 6 FEATURES FOR PU P • Effluent, 1/3, 1/2,Y4 and 1 HP, single phase pump • Hard faced seal • Cast iron construction CONTROL PANEL TO BE MOUNTED OUTSIDE OF SUMP A LIQUID SMART OIL SMART MIN PAGE 10 FEET 1 HP '. .1 ! i , . ; 1 i 1 . i , 1 , , . 1 ' 1 , 1 1 ! t I I I 1 1 : , 1 , . • i 1 ! . ' . t I I ' I i I 1 . . 1 1 • 1 I i 1 1 I • 0 1 6 20 30 40 50 60 70 80 90 100 110 GPM CAPACITY SIZE: 3/4" SOLIDS PAGE 11 ,mr",� w��l ^�^�n���� M u~nn����� ° Q 1)The tissue in plants that brings water upward from the roots; 2) a leading global water technology company. We're a global team unified in a common purpose: creating innovative solutions to meet our world's water needs. Developing new technologies that will improve the way water is used, conserved, and re -used in the future is central to our work. We move, treat, analyze, and return water to the environment, and we help people use water efficiently, in their homes, buildings, factories and farms. In more than 150 countries, wehave strong, long-standing relationships with customers who know us for our powerful combination of leading product brands and applications expertise, backed by a legacy of innovation. For more information «xn how Xylem can help you, go to www.xyleminc.com Let's Solve Water Xylem Inc. 280 East Bayard Street Ext..Suite A Seneca Falls, NY13148 Phone: (866)32S'4210 Fax: (888)322'5877 c=mPm is" trademark of Xylem Inc. orone *its subsidiaries, Oil Smart a registered trademark aSee Water Inc. wmm^Xylem/*` mCPsormrRiu m"rch2016 Document Architect's Supplemental Instructions 71V-2017 PROJECT: (name and address) 73-17158-00 City of Tukwila Justice Center Tukwila, WA OWNER: (name and address) City of Tukwila 2600 Southcenter Blvd. Tukwila, WA 98188 CONTRACT INFORMATION: Contract For: General Construction Date: April 02, 2018 ARCHITECT: (name and address) DLR Group Inc. (a Washington Corporation) 51 University Street, Suit 600 Seattle, WA 98101 ASI INFORMATION: AS1 Number: 015 Date: August 6, 2019 CONTRACTOR: (mine and address) BNBuilders 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 The Contractor shall carry out the Work in accordance with the following supplemental instructions without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. (Insert a detailed description of the Architect's supplemental instructions and, if applicable, attach or reference specific exhibits.) AST 015 - Elevator Pit Sump Pump - In response to Labor and Indstries review of elevator, the design shall now require a sump pump. The direction below describes our pathway to compliance. DRAWING REVISIONS: Sheet E2.1B - update drawing to add sump pump power connection. Sheet P0.1A - Update drawing to add sump pump and plumbing connection. Sheet P1.1A - Update drawing to add sump pump and plumbing connection. Sheet P0.1B - Update drawing to add sump pump and plumbing connection. Sheet P4.2 - Add Sump pump detail Sheet P0.1A - Add Sump pump to schedule SPECIFICATION ADDITION: 221429 - Sump Pumps ISSUED BY THE ARCHITECT: DLR Group Inc. (a Washington Corporation) ARCHITECT (Firm nane) SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE August 6, 2019 DATE AIA Document G710T" — 2017. Copyright © 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA o Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 12:41:35 ET on 08/06/2019 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale. User Notes: (3B9ADA44) BREAK AREA B 11> RLPC1-12 VRF-B1 I-B 1 RLPC1 -14 I-B116A ELEVATOR" ACHINE ROOM : B14 "AFF STAI AG-B120 RLPC1 - 22 1ECEPACLE FOR SUMP LOUNGE B110 RLPC1 - 20 RLPC1 -1 RLPC1-3 VRF-B1114 EOC MANAGER B11 RLPC1 -16 NEMA5-20R 42 VRF-B 117 UIET'ROOM COURTS STORAGE B105) CIRCULATION `B101 i COMMS/COiNF ,� B 1110 PROBATION STORAGE__ 6104 j RLPC1-5 RLPC1-7 j SMALL CONFERENCE CIRCULATION B B1'11 0 BC-B1 1`VELLNE ADA SHOWER tiB1'13 ( VRF-B111 IF A (B PLC l TV RLPC1-17 RLPC1 -13 CONE B <610 RLPC1 - 15 VRF-B101 EEC B 107) FB-2 (TYP) GCB, 702 is- RLPC1 - 25 T1r U.) TP-1 (ABOVE) L 4"W e,.(144 D.F.U.) b 2" W 2 D.F.U.) 3"W (6 D.F.U.) 4" W (75 D.F.U.) 4" W (74 D.F.U.) 3" W (11 D.F.U.) 2" W (2 D.F.U.) 2"W (1 D.F.U) 4" W (64 D.F.U.) A-15 4" W (33 D.F.U.) _2"W J (2 D.F.U) 2" W (2 D.F.U) 4"W (8 D.F.U.) 4"W (22 D.F.U.) 2"W (2 D.F.U.) (ABOVE) All in, 4" W (31 D.F.U.) 4" W (30 D.F.U.) 2" W (1 D.F.U.) -1" CW 3/4" HW L kIi 1 TP-1 -1 - C-2 1E.E ING A147 > IVVC— r cw— HW ENCE KERS 134> 4" W 1 1/2" CW 2" W > ,w CIRCULATION P4.1 (TYP.) /2" HWC 1" HW .1" CVV 1 1/2" V- 3/4" HW 3/4" CW TP-1 1/2" CW MONEY CABINET = csi 7t— kFC0 EEW-1 FD- X 1 1/4" CW 1" HW FRIDGE (A14 A-15, SGT MEETING PATROL ROOM COMMAND < A11'I > < AtIli. I-- 41 A -------a 2" CW 3/4" HW 1/2" HWC 3/4" HWC COPY A129y 1 INTERVIEW <A128> I INTERVIEW CA127-> CIRCULATION 0 FCO OPEN OFFICE 0 t "It:".741 M:11 f.3"D 1 1/2 V—FD-1 11/-\, SENIOR MANAGER \JAI IDF <A113-> 't 1" HWC HWC 1 1/2" HW 1 1/2" HW 2"CW 2" CVV NL. 1 1/2" CVV 3/4" HW 1/2" HWC AIRNENT TO GWH-1, GWH-2. r RECORDS STORAGE <A115) RECORDS OPEN OFFICE KtAAI1—\:/ MEETING ROON4 <tt.t.t Al 1 8 t> 2" W EGRESS S11BULE B110 < S2 oFCO LOUNGE B116) 11/2"V 0 ELEVATOR �� =r MACHINE z c� ROOM '71� N � I,� ( B120 i 14 ata?� EOC 115 1/2" HW 1/2" CW 1/2" CW 2" CW 1" HW 3/4" HWC —3/4" HWC 2"CW 1" HW wco 2" CW 11/4"HW 3/4" HWC _' ELLNESS '!' CULATION (B1111 < 13111> 3/4" HW oFCO 3/4" CW 3/4" HWC SK-1 , 2"CW 11/4 HW '-3/4" HW —3/4" CW -1/2" HWC PROBATION STORAGE SMALL CONFERENCE '1GEi CIRCULATION, B 10'7) COMivIS/COIN 6110\ CHAIR 3 TABLE 6"SD 1/2" CW 1/2" HW SK-1 SK-1 CONF ‹ E'IO2 wco _OCATE AS CLOSE AS 'OSSIBLE (TYP) :OCKET & ROD 2 rumr viv Ltvt PUMP OFF LEVE CLEANOUT WITH COVER NO -HUB CAST IRON PIPE �J o SUMP PUM( . SEE SCHEDUL FOR INFORMATION - 2-WAY EXTERIOR CLEANOUT DETAIL 45 ELBOW (TYP.) 'Y' FITTING (TYP.) P4.2 4 GA. S/S BAR GRATING EDGE ANGLE BY GRATE MFR TP CONC SLAB ON TO TRAP PRIMER VAPOR BARRIER EBAR .P PRIMER INECTION NO SCALE HORIZONTAL LINE OR CLEANOUT TEE WALL SURFACE CLEANOUT PLUG ROUND POLISHED STAINLESS STEEL WALL COVER PLATE COUNTERSUNK SCREW SCREWED CONTERSUNK PIIIn FINISHED FLOOR TYPICAL P.I.P. CONCRETE TO TRAP PRIMER TRAP PRIM CONNECTI( OUTLE1 DEEP SEAL P-TRAP TYPICAL FLOOR DR NO SCALE 12" APPI MIN. 1/8" THICK LEAD FLASHING. ALL JOINTS BRAZED OR SOLDERED. ROOF INSULATION 1/2" STEEL F ;IS OF SIGN iLL & 3SET) NOTES SK-4 (K-9) DOG WASH SINK 2" 1 1/2" 1/2" 1/2" FLYING PIG GR TD-1 TRENCH DRAIN 4" 2" JAY R. SMIT TD-2 TRENCH DRAIN (SHOWER) 2" 1 1/2" JAY R. smr TMV-1 TERMOSTATIC MIXING VALVE 1 1/4" 1 1/4" 1 1/2" LEONARD ECO-MI, TP-1 TRAP PRIMER 1/2" PRECISION PLUMBIN TP-2 TRAP PRIMER 3/4" PRECISION PLUMBIN UR-1 URINAL 2" 1 1/2" 1" KOHLER BARDON 0.5 G WB-1 WALL BOX 1/2" 1/2" SIOUX CHIEF WB-2 WALL BOX 1/2" 1/2" SIOUX CHIEF WC-1 WATER CLOSET 4" 2" 1" KOHLER KINGSTON 1.28 WC-2 WATER CLOSET - ADA 4" 2" 1" KOHLER KINGSTON 1.28 FIXTURE UNIT SU ARY TUKWILA JUSTICE CENTER TUKWILA, WASHINGTON SECTION 221429 - SUMP PUMPS PART 1 - GENERAL 1.1 SUMMARY A Section Includes: 1. Submersible sump pumps. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product indicated. B. Wiring Diagrams: For power, signal, and control wiring. 1.3 CLOSEOUT SUBMITTALS A. Operation and maintenance data. 1.4 QUALITY ASSURANCE 73-17158-00 ASI-015 A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. UL Compliance: Comply with UL 778 for motor -operated water pumps. PART 2- PRODUCTS 2.1 SUBMERSIBLE SUMP PUMPS A. Submersible, Fixed -Position, Single -Seal Sump Pumps: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Bell & Gossett; a Xylem brand. b. Grundfos Pumps Corp. c. Weil Pump Company, Inc. d. Zoeller Pump Company. 2. Description: Factory -assembled and -tested sump -pump unit. SUMP PUMPS 221429 - 1 TUKWILA JUSTICE CENTER TUKWILA, WASHINGTON 73-17158-00 ASI-015 3. Pump Type: Submersible, end -suction, single -stage, close -coupled, overhung -impeller, centrifugal sump pump as defined in HI 1.1-1.2 and HI 1.3. 4. Pump Casing: Cast iron, with strainer inlet, legs that elevate pump to permit flow into impeller, and vertical discharge for piping connection. 5. Impeller: Statically and dynamically balanced, ASTM B 584, cast bronze, semiopen design for clear wastewater handling, and keyed and secured to shaft. 6. Pump and Motor Shaft: Stainless steel, with factory -sealed, grease -lubricated ball bearings. 7. Seal: Mechanical. 8. Motor: Hermetically sealed, capacitor -start type; with built-in overload protection; lifting eye or lug; and three -conductor, waterproof power cable of length required and with grounding plug and cable -sealing assembly for connection at pump. a. Motor Housing Fluid: Oil. 9. Controls: a. Enclosure: NEMA 250, Type 4X; wall -mounted. b. Switch Type: Float type, in NEMA 250, Type 6 enclosures with mounting rod and electric cables. c. Motor contactor. d. Top mounted alarm light. e. 83-85 decibel alarm horn. f. Pump run indicator light. g. Hom silence and alarm test toggle switches. h. HOA switch. 10. Control -Interface Features: a. Building Automation System Interface: Auxiliary contacts in pump controls for interface to building automation system and capable of providing the following: 1) On -off status of pump. 2) Alarm status. PART 3 - EXECUTION 3.1 INSTALLATION A. Pump Installation Standard: Comply with HI 1.4 for installation of sump pumps. END OF SECTION 221429 SUMPPUMPS 221429 - 2 BNBuilders February 10, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 197 — Level 2 Mechanical Beam Penetrations Dear Ethan, BNBuilders hereby sub .ts our proposal (Rev 2) for RFI 197 — Level 2 Mechanical beam penetrations. The total proposal of this subject work is Three Thousand Nine Hundred Eleven dollars $3,911.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5052 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek(@soseaj.com) Geri Urbas (cleri.urbas(&.bnbuilders.com) Steve Schmitz (sschmitz d rou .com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206 382 3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBtiliders PROJECT NAME: Tukwila Justice Center CCD/ASI #: 197 COP #: 5052 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 2/10/2020 DESCRIPTION OF CHANGE: RFI 197 - Level 2 Mechanical Beam Penetrations BP 03.00 BNB Foundations/S ructureNVaterproofing lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Labor GC/CM Mark-up on MACC Costs Rounding Adjustment $3,154.68 $3,154.68 $598.64 $157.73 -$0.05 Total Change Request $3,911.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: 197 CP #: 5052 Date: 2/10/20 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs BIM Coordination 8 74.83 $ 598.64 $ - $ - $'- $ $ - $ $ $ - $ - $ $ $ - $ - $ - $ - $ $ $ - $ - $ - $ - $. - $ - $ - $. - $ $.. - $- - W$ $ - $ - - $. $ - $ - $ - $ - $ - $ - $. _ $ - $ - $ - $ - $ - $ $ - $ - $. - $ $ - $ - $ - $ - $ - $� $ - $ - `�' - $ - $ - $. - $ - $ - $ $ - $ - Total Cost of Work A. $ 599 $ - $ - _ B. $ - C. $ - Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCDIASI #: COP #: Contractor Name: BN Builders DATE: DESCRIPTION OF CHANGE: RFI 197 - Level 2 Mech beam penetrations RFI 197 5052 2110/2020 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $2,921.00 $233.68 Total Subcontractor Change Request $3,154.613 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 8% 4Ak,'*ito*Otik Quote number: 9022 CO 18R Quote date: 1/17/20 Structural & Miscellaneous Steel Fabrication — Shearing — Press Brake — Plasma 102 South 100 West — P.O. Box 59 — Franklin, Idaho 83237 — Phone: 208.646.2600 — Fax: 208.646.2700 — www.lundahlironworks.com (Customer CHANGE ORDER # BNBuilders 2601 4th Ave, Suite 350 Seattle, WA 98121 Project: Tukwila Justice Center Attn: Jeff Clark Phone: 206-550-0960 Fax: 206-382-3440 Jobsite: Tukwila WA. We are pleased to quote the following for the above referenced project, needing stiffner plates to reinforce beam penetrations per sheet S1 shop and in our offices, and provide plates. TJC RFI #197.1 Area A Level 2 (2) locations .3A. Time included to detail, process both in our NOTE: Due to extreme volatility and demand in raw material market, we are only able to guarantee pricing until 2-7-20 After this time, we will need to re-evaluate on a daily basis to check material availability and increases. Section 232 has now been signed into law, and at this time we are unaware of what impacts this will create to the raw material market. Description Lbs. Material Cost Labor Detailing $150 1 new erection drawing and 1 fabrication drawing 2 hours x $75.00 per hour Materials & Fabrication Fabricate (8) 1/2 x 3 x 30 stiffner plates 102 $84 $64 Freight $100 Deliver to the job site P & OH 15°/o P & P bond Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. Signature: Date: Please return a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company. Notes: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied by General Contractor. Sub Total, 443 Sales tax @, Total Price, Total weight estimate, 443- $379 102 lbs. $40 $60 $5 CERTIFIED FABRICATOR Dem/as ArchLbaid Dennis Archibald email: dennisa©Iundahlironworks.com Terms: Net 30. Interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in Apex Steel, Inc. 935 Kirkland Ave Kirkland WA 98033 425-861-9520 fx 425-869-2797 To: BNBuilders 2601 4th Ave Suite 350 Seattle WA 98121 Attn: Office Fax: 206-382-3440 Site Fax: SubContrac or Change Order Proposal Summary Project:1309 Justice Center(CP) 15005 Tukwila International Blvd Tukwila WA 98188 Description of Change: RFI 197 References: 016 EWO 20a Date Submitted: 10/28/2019 Apex Steel reserves the right to modify this proposal if site conditions have not been accurately represented. Cost Items Basic Hourly Small Tools & OH Cost Total Consumables % Amount 23 Hrs JIW @ $90.84 / Hr 0 Hrs JIW OT @ $137.15 / Hr 0 Hrs JIVV DT @ $169.83 / Hr 19SL @ $5.30/ Hr 32' SL @ $6.76/ Hr 65' AWP @ $25.45 / Hr 85' AWP @ $46.86 / Hr 10K Forklift @ $42.96 / Hr Welding Outfit @ $24.20 / Hr Fume Extractor @ $4.86 / Hr Roto Hammer & Bits @ $16.44 / Hr Torch Cart @ $6.83 / Hr Hoisting - $260 / Hr Engineering Detailing - Decking - Materials - Fabrication Adjustment - 2,089.32 53.00 68.30 -0.22 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 2,402.72 60.95 78.55 -0.22 Total Amount Requested: 2,542.00 From: 4 Todd Harris Apex Steel, Project Manager Apex Steel, Inc. I Apex Tower Crane, Inc. EWO # 70 JOB NUMBER: ,/ C9 DATE: EXTRA WORK AUTHORIZATION FORM CONTRACTOR'S NAME: 12) JOB NAME: EXTRA WORK LOCATION IN ZONE # AT GRIDS & AT ELEV EXTRA WORK TO BE PERFORMED AND BILLED AS: (CIRCLE ONE) EXTRA WORK TO OUR CONTRACT: EXTRA WORK OR PROBLEM: DOUBLE TIME PREMIUM TIME OTHER: VA) ,Ov Solution AUTHORIZATION TO PROCEED WITH THE EXTRA WORK AS DESCRIBED: GENERAL CONTRA OR DATE EMPLOYEES NAME ST OT DT DATE SIZE EQUIPMENT HRS IMMIIIIMMIIIIIIIIIIIiiii IMEI 0 CRANE '1.1P a MOW 1) Mill- L FOOT BOOM LIFT FritatEMINIMell 1111111111111. MINE FOOT SCISSOR LIFT 1111111111111111111111 LI WELDING MACHINE MIIIIIIIIIIIIIINIIIMIIIIIMNIIIIIII ri BURNING OUTFIT IIIIIIIIIIIIIIIIIIMIIIIIIIMIII LN 25 WIRE FEEDER 1.1111.11 IIII MI D ROTO-HAMMER & BITS MEM HI TORQUE 11111111111111111111111111111111 IIIMIIIIIIIIIIIIIII 111111111111111111111. IIIIIIIIIIII EXTRA WORK COMPLETE YES 0 NO THE DESCRIBED WORK HAS BEEN PERFORMED AS AUTHORIZED A SIGN: / 1.;:) ; ' SIGN: GENERAL CONTRACTOR DATE Apex Steel, Inc. 935 Kirkland Ave, Kirkland, WA 98033 (p) 425.861.9520 (f) 425.869.2797 I�~� - 0�LRGroup oLx5mvp PURPOSE: FROM NAME Sabrina Ames TO a m 44 III City of Tukwila Justice Center DATE SENT: 9/24/2019 73-17158-00 T]CAFl#1g7_Area A- Level Z Rn/o: 197.1 Mechanical Beam Penetrations RFI TRANSMITTAL ID: 01194 Answered VIA: Info Exchange Notes 17,21.22.and 26onHVAC Plans, Second Level Area A(M1.2A) call toroute ductwork through beams odgdd|inoa4and G.and refer to structural drawings. Roof Framing Plan Area A (SUA), does not show any beam penetrations jncorresponding areas where notes appear onmechanical plans. Several of with similar sizes, are found onSecond Level Framing Plan Area A (S1.2A). These penetrations to coordinate with duct indicated onlevel above. However, not all penetrations indicated mn[N1.2Aare present. See attached. Through BIM coordination efforts, PACBUNnarrowed the penetrations down toS locations. See the attached sheet labeled 8P'RF-Efor the size and location ofeach penetration. Please provide any structural requirements/details for what isneeded boapprove these penetrations. Response (Answered) from: Ivan Farimm(mpFpConsulting Engineers (mm)) See attached sketches SSK-25and SSK-2Gfor penetrations utroof beams. IF -KPF 09-24-2019 DESCRIPTION OF CONTENTS COMPANY EMAIL PHONE | DLR Group |sanles@d|rgroup.conn 2O6~461- Page 1 of 2 K DATE: lFransni^tt,�A' O 01194' � | � TITLE NuMosx � SCALE szzE - � T]C RFl #19 A - 1 9/23/2019 Level 2Mechanical Beam | , Pengtrations,pdf Bill Brown 8renoaChhetensap Dillon Webster EthanBernnu GeriUrbao Jeff Clark Liz Van VVieringen Sabrina Ames Steven Schmitz (BNBui|decs) (BNB (OLRGmup) (Shie|oOb|etzJohnsen) (BNBui|ders) (BNBui|ders) (BNBui|ders) (OLRGmup) (DLRGrnup) Page 2 of 2 Request for Information RFI No: 197 B N Builders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: September 04, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Area A - Level 2 Mechanical Beam Penetrations Discipline: Mechanical Document Reference: See attached Subcontractor: Johansen Construction Co., Inc Question Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Spec Section: 230000 Subcontractor RFI No: 30 Date Required: 9/11/2019 Notes 17, 21, 22, and 26 on HVAC Plans, Second Level Area A (M1.2A) call to route ductwork through beams at gridlines 4 and 6, and refer to structural drawings. Roof Framing Plan Area A (51.3A), does not show any beam penetrations in corresponding areas where notes appear on mechanical plans. Several of the penetrations, with similar sizes, are found on Second Level Framing Plan Area A (S1.2A). These penetrations appear to coordinate with duct indicated on level above. However, not all penetrations indicated on M1.2A are present. See attached. Through BIM coordination efforts, PACBIM narrowed the penetrations down to 6 locations. See the attached sheet labeled BP-RF-E for the size and location of each penetration. Please provide any structural requirements/details for what is needed to approve these penetrations. Answer See attached sketches SSK-25 and SSK-26 for penetrations at roof beams. IF -KPFF 09-24-2019 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 nc. 20109 144th Ave NE • Woodinville, WA 98072 (425) 481-2266 Bus • (425) 486-6933 Fax DCVR/ RFI DESIGN CLARIFICATION VARIATION REQUEST / REQUEST FOR INFORMATION RFI #: 030 PHONE NUMBER: 206-492-0363 DATE: 09/03/19 FAX NUMBER: 206-382-3440 TO: BN Builders, Inc. ATTENTION: Jeff Clark 2601 4th Ave, Suite 350 FROM: Cory Slack Seattle, WA 98121 PROJECT: Tukwila Justice Center ITEM : Level 2 Area A Beam Penetrations REF. M1.2A, PB-SK-30 DESCRIPTION: Notes 17, 21, 22, and 26 on HVAC Plans, Second Level Area A (M1.2A) call to route ductwork through beams at gridlines 4 and 6, and refer to structural drawings. Roof Framing Plan Area A (S1.3A), does not show any beam penetrations in corresponding areas where notes appear on mechanical plans. Several of the penetrations, with similar sizes, are found on Second Level Framing Plan Area A (S1.2A). These penetrations appear to coordinate with duct indicated on level above. However, not all penetrations indicated on M1.2A are present. See attached sketch. Please advise. DATE: 3-Sep-19 SIGNED BY: Cory Slack COST IMPACT: TBD SCHEDULE IMPACT: TBD REPLY REQUIRED BY: 09/10/19 CLARIFICATION: APPROVED DISAPPROVED: VARIATION REMARKS: RECEIVED BY: DATE: APPROVAL: DATE: P,4C|r|C B|w S E RV|cE|z R0��FORMATKON Potential Cost: TBD Subject: Level 2Area ABeam Penetrations Attention: Cory Slack Authored by: MoU|aPnotma Date Authored: 09/03/2019 Ref DWG: M1.2A Date Required: 09/ O/2O18 Reference Spec Reference Other: PB-SK-30 Notes 17.21,22.and 20 route ductwork through beams adghd|inaa 4 and 6, and refer to structural drawings. Roof Framing Plan Area A (S1.3A), does not show any beam penetrations in corresponding areas where notes appear on mechanical plans. Several ofthe penetrations, with similar sizes, are found on Second Level FramingPlan Area /81'2/0.These penetrations mppea[t0000rdina1gwithduotinUatedon|eveebove.Hovvever'Dct all penetrations indicated onK81.2Aare present. |See attached sketch, Please advise. Proposed Solution: Reply: Response by: Date: 24'X 12' G- VAV-A232 6'x6' TA 6'X 6' G3 6'x6'T TYP 3 70'e SA- 6.0 SA 0'X 6' G-3 24'X 12' G-11 66 CF AC-A226 12"X 12' TYP 4 60 D-6 90 CFM s"X 14'0 SA 6'0 D-1? �tlii1111� 105 6'0 0-6 CFM TYP 22 vo RF 61 VAV-A226 'o OA i FI.161 RFI�161� _.. •C-A224 VRF-A22 24'x12' RA 247 12' G-1 0A _ 12'X 12' G-1 = 105 CFM 160CFMo4'0t} 35 CF 24'X12' G. } 124'X 12" G-1 i1 .. 160CFM _ - --e- � 6' TA 12'X 12' G-1 12Y12 2 x12" G-1 XX 6_G-3 30CFM 30CFM RF 35CFM 2"x14' "X 12' G.1 301 VD (P2 0 i 5 F-A220 -EDH-A22 24'X 12" G-1 12 X 171G-2' 50 CFM F-A217 4'X 12' VAV-A217 8'0 0-6 120 CFM EDH-A2 12'X 12" X 0 A217 it-A237 FI-161` VAV-A237 36516" RA TO 40'xB RFI-161 KEYNOTES - M1,ZA 16`414RAv 1 FOR AIR TERMINAL BALANCING, REFER TO TOP OF THIS SHEET FOR REFERENCE 2 PROVIDE VOLUME DAMPER IN DROP. 3 PROVIDE (2)1ZX1Z-G-1 GRILLES WITH 4'X4- LINED TRANSFER DUCT FROM SECURE STORAGE TO COPYWORKROOM. 4 6-D EA UP THRU ROOF TOEXHAUAST FAN, 5 12"x12' UP TO EXHAUST FAN AND DN THRU CHASE. 6 OARA UP TO DOAS-A1 7 OARA UP TO DOAS-A2 8 ROUTE 6.OA DUCTWORK OFF MAIN IN A242 TIGHT TO CEILING TO ALLOW FOR VRF-A235 INSTALLATION. ROUTE 10° SA THROUGH K-JOIST. 9 ROUTE DUCTWORK BETWEEN K-J01ST(S), 10 MOUNT VRF-A220 AS HIGH AS POSSIBLE TO ROUTE SUPPLY AIR THROUGH K-JOISTS. 11 BOTTOM OF SAGA DUCTWORK TO BE MINIMUM 14 FEET ABOVE FINISHED FLOOR TO ACCOMODATE EXERCISE EOUIPMENT. 12 ROUTE 10'0 SA DUCTWORK THROUGH K-JOISTS. 13 SUPPLY AIR DIFFUSERS TO BE MOUNTED AT A 22.5° ANGLE DOWN FROM THE HORIZONTAL, 14 ROUTE DUCTWORK THROUGH K•JOISTS, 1;r—dxe•fht1P10-fF, 16 20' 0A AND 18x14 RAv DN THRU CHASE. 12`x12" EA UP TO EF AND DN THRU CHASE. 17 ROUTE SA/RA DUCTWORK THROUGH BEAM AT GRroL1NE 6, REFER TO STRUCTURAL DRAWINGS FOR PENE-TRATKIN DETAILS, ROUTE DUCTWORK UP IN JOIST SPACE, PARALLEL WITH JOISTS, TERMINATE RETURN GRILLE ABOVE CLOUD CEILING, TRANSITION TO ROUTE UNDERNEATH BEAM ROUT .5A,6GtDUCTWORK THROWN BEAM AT C66IDtJNE4. 0SIRU DRAWINGSFORPENETRAT*4 ,. 24 OA'EA FROMWATER HEATERS UP F. DN. TERMINATE THRU R00f WITH CONCENTRIC VENT. REFER TO 241P4.1 FOR REFERENCE. 25 CONNECT DUCTWORK TO LOCKER H000 PLENUM, REFER TO DETAIL 413152 FOR REFERENCE. 247 12 G 27 ROUTE DUCTWORK AS HIGH AS POSSIBLE. TIGHT TO } STRUCTURE. 700.1 i 0 10.00.1 165CFM `l—'t 250CFM NP2 f - X d' -3 12'X1Y G-11� TYP2 120 CFMI 140 CFM k6 RAv V� RFI-145: VRF-A214 END TO BE CAPPED. �.�PAC BIM 109/03/2019 ,, Level 2 Area A Beam Pens PB-SK-030 I ...... 1 of 3 a TJC 11003 VV I YALL L'IT'1/4 0.1-U/ I V.) J14x26 SFRS 0 m co 0 c W8x10 W8x10 4 103 16K 350/208 16K 350/208 16K 350/208 6K 350/208 6K 350/208 Q- . a LS 310N 33S CO x - a 0 W14x22 0 W14x22 20K 345/188 20K 345/188 20K 345/188 20K 345/188 on Komeamtexemmo 0 M 0 0 0 co 0 W8x10 0 VV16x26 m o r co - m c u) JD 350 08 20K 345/188 W16x40 (-2 1/2") HIGH SFRS W16x40 LOW SFRS 6 3_LON 33S i I 24K 340/185 24K 340/185 24K 340/185 24K 327/178 24K 327/178 24K 327/178 BR3 _VV16x26 FH k"--1 W8x10 1_ HIGH 16x40 LOW SFRS W16x26 24K 342/195- 4x22 -2 1/2" HIGH W14x22 LOW 0 B2 B2 cri • o' O I. C [80 9Zx96M W18x35 [16] C 1" 3,2 co cn W14x26 2 SFR — ti c -W14x22 [10] C 1/2" W14x22 [10] C 1/2" 6'-0" W14 2[10)C1/2" 6'-0" W14x22 [10] C 1/2" cn W14x22 [14] C 7/8" W14x22 [10] C 1/2" W 14x22 [10] C 5/8" W14x22 [10] C5/8' W16x26 [12] C 5/8" 8x35 [14] (SFRS) CD 0 6'-0" W18x35 L20] C 7/8 / W16x26 [14] C 1 1/8"/ //1///// W16x26 [12] C 1 1/8" W16x26 [12] C 1 1/8" W16x26 [12] C 1 1/8"- CO O 18x35 [24] W16x26 [12] C 1 1/8" W18x35 [16],C 3/4" u MCU EQUIPMENT <A225 3 - - 3 - 3 2.1 MCU OPEN OFFICE 5 2,1 MECH W8x1OL 1,600 L 16x26 (-2 1/2") SEE NOTE S7 0 C1 W21x62 (-2 1/2") SFRS 0) 0 W8x10 44' 0) c.) Cst 5 2 t24K 340/19 VV24x62 (-2 1/2") 0 0 02 W8x10 _VV8x10 I o MECH EQUIP 17 I o II I 5,000 LBS W8x10 W8x10 W8x1 cc W21x55 (-2 1/2"SFRS MECH EQUIP 1,200 LBS 02 0 02 02 125-6" B/DECK AT GRID 1 TYP W8x1 Ea I 0 0 L \ A 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com ROOF BEAM PENETRATIONS TUKWILA JUSTICE CENTER PROJECT NO. 1800576 DATE 09-24-2019 REFERENCE SHEET S1.3A BY IF SKETCH NO. SSK-25 PENETRATION REINFORCEMENT SCHEDULE TYPE MARK STIFFENER PLATE COVER PLATE TYPE COMMENTS tsxBs Ls Ws tcxBc Lc We Al - - - 0.5x9.5 6" 5/16 - A2 1/2"x3 1/4" 8" 5/16 0.5x8 8" 5/16 - 81 5/8"x4 1/4" 12" 1/2 - - - B2 5/8"x4 1/4" 9" 1/2 - - _ 83 5/8"x4 1/4" 10 1/2 - - - - 84 5/8"x4 1/4" 14" 1/2 - - - - - .. 86 1/2"x3" 3" 5/16 .. - - - PROVIDE CJP BEVEL WELD IF FILLET WELD AT EACH SIDE CANNOT BE PLACED CL PEN LOCATE PER PLAN CL HOLE Wc COVER PLATE IF NOTED IN TYPE A - ROUND SCHEDULE Ws s CL PEN LOCATE PER PLAN 2)tw R TYP /2" MIN ACROSS EA END STIFFENER PL'S TYPE B CL PEN TYPE C Ls w Lc wcI/ ACROSS EA END Ls Lc TYPE B - RECTANGULAR / TYPE C - FLAT OVAL NOTES: 1. DIMENSION "X".1/2 BEAM DEPTH UNLESS NOTED OTHERWISE. 2. STIFFENER AND COVER PLATES TO MATCH BEAM STEEL GRADE. 3. SEE 10/S5.4 FOR PENETRATIONS NOT DESIGNATED ON PLAN. ES FLG COVER PL PEN SIZE (D) OR (WxD) I I ( 100A3 DIMENSION LEGEND TYP BEAM PENETRATION SCHEDULE NO SCALE PEN SHAPE REINF TYPE, SEE SCHED 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 2,06.622.5822 kpff.com ROOF BEAM PENETRATIONS PROJECT NO. 1800576 TUKWILA JUSTICE CENTER DATE 09-24-2019 REFERENCE SHEET S5.4 BY IF SKETCH NO. SSK-26 BNBuilders February 4, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Installing Tideflex Valve in Storm System Dear Ethan, hereby submits our proposal for providing and installing a Tideflex valve per the City's request. The total proposal of this subject work is Seven Thousand Four Hundred Eighty Five dollars $7,485.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5058 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim austinek@soseajcom) Geri Urbas (qeri.urbas(@JDnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5058 DATE: 21412020 DESCRIPTION OF CHANGE: Per the request from the City (Hari) a Tideflex valve is to be installed as part of the storm sewer BP 31.00 Iliad $7,128.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GCICM Mark-up on MACC Costs Rounding Adjustment $7,128.00 $356.40 $0.60 Total Change Request $7,485.00 To the best of my knowledge and belief, I certify that all costs listed above are correct Contractor Signature Date 5% BNB BNBullders Subcontractor CP Breakdown Summary TJC Project No. SUBCONTRACTOR: DESCRIPTION OF WORK: A. DIRECT LABOR COSTS B. MATERIAL COSTS C. EQUIPMENT COSTS D. SUBTOTAL DIRECT WORK Iliad Install 12" Tideflex check valve at Military Rd. storm connection ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) (Total A, B, C, and D Above) Cost Event #: CP #: Document #: Date: 2/4/2020 765 2,781 1,232 4,778 G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) Sawcut 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ 1,080 $ $ - $ $ $ - $ $ 1,080 $ 1. PEEiSteakdOWWPOKeafiti4ditf: A. Fee on Direct Work (Item E) B. Fee on Subtier Subcontractor Direct Costs (Item H) 15% 716.73 8% 86.40 VI. UNIT PRICE TOTAL SUBTOTAL (Total of Parts I, II, III Above) Liability Insurance 5.80% Bond Costs 1% TOTAL (Total of Parts I, 11, III, IV Above) TOTAL 6,661 386 79.94 7,128 COP Cost Breakdown Project Name: TJC Project No. Subcontractor: Iliad Work Description: Install 12" Tideflex check valve at Military Rd. storm connection Cost. Event#: CP #: Document # Date: 10/15/2019 Spec Section Description Quantity. Unit Prod. Hours A. Labor B. Material C. Equipment D. Contract Unit Price Unit Prices Cost $/hour Cost $/Unit Costs $/Unit Costs. $ - $ - $ - $ - operator 1 ea 4 71.46 $' 286 $ - $ - $ - laborer 1 ea 4 59.91 $ 240 $ - $ - laborer 1 ea 4 59.91 $ 240 $ - $ - $ - excavator 1 ea 4 $ - $ 52.05 $ 208 $ - loader 1 ea 4 $ - $ - 44.12 $ 176 $ - tool truck 1 ea 4 $ - $ - : 8.04. $ 32 $. - 12" Tideflex valve 1 ea $ - 2,781.25 $ 2,781 $ - $ - Shoring/trench safety equipment tental 1 day $ - $ - 815.00 $ 815 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - I$ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - :$ -. - $ $. - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ _ $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ $ - _$ $ - $ - $ - $ $ - $ - $ - Total Cost of Work A. Total Cost of Unit Price Work $ 765 B. $ 2,781 C. $ 1,232 D. $ 4,778 Jeff Clark From: David Dorland <david@iliadnw.com> Sent: Tuesday, February 4, 2020 12:04 PM To: Jeff Clark Cc: Dominic Barashkoff Subject: FW: TJC 12" storm check valve. Jeff, until the unit is shipped, all we have is the quote (see below) that HDF has sent us. DAVID DORLAND V 206.282.42001C 206.786.3411 E DAVID@ILIADNW.COM 1ILAP,DN\fi,COM Check out our current projects @ BLOGSPOT From: Zach Brevick [mailto:zachb@hdfowler.com] Sent: Tuesday, October 15, 2019 12:06 PM To: David Dorland Cc: Dominic Barashkoff Subject: RE: TJC 12" storm check valve. Hi David, Please see below for pricing. These check valves are custom built and have a lead time of 7-9 weeks to ship from NC. Should I get one coming? $2,781.25 - 12" Tideflex Checkmate "Ultraflex" slip -in inline check valve, neoprene w/ 304 SS expansion clamps, weight of 371bs Thanks, Zach Brevick I Outside Sales, Waterworks HD Fowler Company I Bellevue Branch Phone: (425) 746-8400 ext. 1142 Fax: (425) 641-8885 1 Cell: (425) 499-2857 From: David Dorland [mailto:david@iliadnw.com] Sent: Tuesday, October 15, 2019 8:28 AM To: Zach Brevick <zachb@hdfowler.com> Cc: Dominic Barashkoff <DominicB@iliadnw.com> Subject: RE: TJC 12" storm check valve. They want an inline. DAVID DORLAND V 206.282.4200 I C 206.786.3411 E DAVID(@,,ILIADNW.COM I ILI. D V't.GOM Check out our current projects @ BLOGSPOT From: Zach Brevick <zachb@hdfowler.com> Sent: Tuesday, October 15, 2019 6:39:41 AM To: David Dorland <david@iliadnw.com> Cc: Dominic Barashkoff <DominicB@iliadnw.com> Subject: RE: TJC 12" storm check valve. Morning David, Do you know if they want an inline check valve or an end of line check valve? One goes inside the 12" pvc and the other goes on the end of the 12" pvc. I attached a brochure that has pictures of both. The inline "checkmate" and end of line "TF-1" are the two that 1 see most often. Thanks, Zach Brevick;I Outside Sales, Waterworks HD Fowler Company I Bellevue Branch Phone: (425) 746-8400 ext. 1142 Fax: (425) 641-8885 I Cell: (425) 499-2857 From: David Dorland [mailto:david@iiiadnw.com] Sent: Monday, October 14, 2019 4:29 PM To: Zach Brevick <zachb@hdfowler.com> Cc: Dominic Barashkoff <DominicB@iliadnw com> Subject: TJC 12" storm check valve. Zach, Can you send me pricing on a 12" Tideflex valve. This will be going on the outlet pipe (12" PVC) at TJC. Thanks DAVID DORLAND V 206.282.4200 1 C 206.786.3411 B DAVID(@,,ILIADNW.COM 11LIADNi .COi I Check out our current projects @ BLOGSPOT 2 Jeff Clark From: Ethan Bennau<ethanbVgscjseozom^ Sent Thursday, January 3[\2O2O4:05PW1 To: Jeff Clark Cc: Michael Heneth;Austin Proctor; Bill Brown; Dwayne Goddard; Steve Schmitz; Brady.Re1z|aff@kpff.corn Subject: RE: lO['Check Valve Option Please proceed with the check valve. Ethan Bernau| 1O1YeslerWay |Suite 6V6|Seattle, VuA98lO4 Shiels|Ohletz|Johnsen Project Focused. Community Driven. From: Jeff Clark <JeffIlark@)bnbui|ders.conn> Thursday, To: Ethan Bernau <ethanb@sojsea.com> �U ' 0zNUc�eHe��h �a He�e�@Bill <BiU.Brown@bnbui|ders.com>;Dwayne Goddard cDwayoe]Goddard@�bnbul|ders.com>; Steve Schmitz xssohno|tz@DLRGROUPzom>;8rady]Ret iaff@kpff.conn Subject: RE: TJC - Check Valve Option I am not sure if we fully closed the matter of adding the check valve at the storm system or not. Maybe |missed something, can you confirm the direction on this one? Thanks! Jeff ClarkgNBvildpo cauu«mAvenue, Suite aso | Seattle, wwynzu1 zm6.so2,s*4aoffice |zoe.ssuns«ocell From: Jeff Clark Sent: Wednesday, October 16,2O197x4OAM To: Ethan Bernau<ethambPsoiseacomv Cc: Michael Heneth<&1ichae|^Hersefh8Dkpff,com>;.Austin Proctor «Austin.proctoc@bnbuUderszom>;Bill Brown <Gi||. Brown 0@bnbui|ders.com>;Dwayne Goddard ; Steve Schmitz <S5c'hmitzC@DLRGRoUP.cohn>;gedV,m2tz|af(cDkof[com Subject: RE: T]C'Check Valve Option Attaohedisthedirectcostfronn|Uadtouupp|yandinstaJ|aTideOex[hechmete°Ubr flex°dip-inin|inecheckvolve Iliad Jeff Clark |axmuoders 2e01 4tume^ue, Suxesso 1 Seattle, waseza1 From: eff Clark Sent: Monday, October 14,20I912:2SPM To: Ethan Bernoo<ethanb(@sm> Subject: RE:TJC-Checkya|veOption Sent to Iliad for pricing. I have assigned CP #5058 for this scope. Jeff Clark |BmBuWms 2601 41xwmnue, Suite sso| Seattle, wmyuzz1 From: EthunBennau Sent: Monday, October 14,2O1911:37AM To: Jeff Clark <]eftCa[k0DbnbuUdenzom> Subject: FW: TJC - Check Valve Option From: Ethan Bernau Sent: Monday, October 14,IU1g21:24AKx To: Michael Hemeth<01hzbae|,Herseth@kpff.curn>; Austin proctor<Aust|n.proctmr(cDbnbui|ders'com>) 8i|| Brown <Bil|'Brovvn@bobui|dera.com>;Dwayne Goddard <Dxuayne/Goddard(@bnbul|decs.com> Cc: Steve Schmitz vsschmito -- LRGROUP.com>; Brady Retz|aff«8rady.Ret |aff (cDkp~-ooni> Subject: RE: T]C'Check Valve Option Let's get acost proposal for owner review. Ethan Bernao| 0IYes[erWay Suite 606 Shiels|Obletz|Johnsen Project Focused. Community Driven. From: Michael Heoeth<m> Sent Monday, October 14, 201911:19AM To: Austin Proctor <Austin.ProctorPbnbuilders.com>; Bill Brown <13ill. Brown(@ bnbuilders.com>; Dwayne Goddard «Dm/ayne.God6ard--nbui|ders.com> Cc: Steve Schmitz <sschrnitz(cDDLRGROL/pzom>; Ethan 8ernau <efhanb(@soisea^conn>; Brady Retdaff <8ra6y.Retz|aff g@kPff.com> Subject: FVV:lUC Check Valve Option BN8Team, 2 Tukwila would like to explore adding a check valve to he storm system per Hari's emailbo| Attached is the product information and a sketch showing the check valve location. I'll let you work through the costs with Ethan, but let me know about technical questions. Thanks, Michael K8ichudHereeth PE Associate 0 206.622.5822 oz06,926mem From: Hari Ponnekanti Sent: Friday, October I1 20I92:35PW1 To: Michael Heroeth<K4ichaei :; Ethan Bennau<ethanb(cDsoisea/cum> Cc: Schmitz, Steve <sschmitc@0OLRGR[>OP.com>}Brady Retz|aff«8rady.Re±daff(@.kpff.com» Subject: RE: TJC - Check Valve Option Michael, | checked with mystaff The Tideflex valves have been used on other projects and we consider them the best for this type of application. I do recommend one if we are connecting to the SeaTac System along Military Rd. They have had a lot of issues up there with storm overflows. HIP From: Michael Heraa h<M}c7ae| eth@kpff.corn> Sent Friday, October I1'ZO191ZI1PKA To: Hari Ponnekonti <Hari.Ponnekanh8@TukwilaVVA,gov>;Ethan Bernou<ethan6@Dsp/seazom» Cc: Schmitz, Steve <sschmitz(cDDLRGROUP.com>; Brady Retzlaff <Bradv.Retz[aff(@kpff.com> Subject: lOC'Check Valve Option Hari, Ethan — Attached is the check valve product information for TJC. As I mentioned, the check valve would provide added protection from backwater flows in Military Road, but would also add maintenance checks tpSDIVIH#606.There is plenty of time to decide to add it or not as it would be part of the private TJC system, no permit from 3eaTacItcould even beadded post -construction ifdesired. Let meknow about questions, Michael Michael Hemeth,PE Associate 0 20 .622.5z2pzo6.yzao66a z60uFifth Avenue, Suite16On Seattle, vvxyxzVz CAUTION: This email originated from outside the City of Tukwila; network. Please DO NOT open attachments or click links from an unknown or suspicious origin, 4 BNBuilders February 24, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler VVay Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Submittal 01-101423-1 Dear Ethan, In accordance with Submittal 01-101423-1 dated 10/22/2019, BNBuilders hereby submits our proposal for furnish and install of additional code signage per Submittal 1- 101423-1. The total proposal of this subject work is Two Thousand Nine Hundred Sixty Seven dollars $2,967.00. There is a zero day impact to the Project Schedule. BNB has not proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5062 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim austinek(soseaj.com) Geri Urbas (geri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrciroup.com) BNBuilders 2601 4'11 Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F 206,382,3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BrilBuilders PROJECT NAME: Tukwila Justice Center CCDIASI #: Submittal 01-101432-1 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Added Code Signage COP #: 5062 DATE: 212412020 BP 09.20 Northwest Partitions 2,826.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,826.00 $141.30 -$0.30 Total Change Request $2,967.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Page 1 of 1 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: 01-101423-1 - Room Identification Signage added signs Ref.# COR-00 0 External/RCO# GC Ref# Date Feb 14, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Total Other Subtrade Charges Total Sign Wizards COR #01 $2,617.00 Total Other Subtrade Charges $2,617.00 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Subcontractor Overhead: $0.00 $0.00 $2,617.00 $0.00 $0.00 $2,616.64 $0.00 $209.36 15.00% 8.00% Total: $2,826.00 20006 - I44th Avenue NE, Woodinville, WA 98072 Run on: February 14, 2020 6:47 AM T 425-375-2500 F 425-375-2540 http://www,nwpart.com SIGN WIZARDS Your complete Sign Source Order Modification Change Order No. 001 Date: 2/11/2020 General Contractor: Northwest Partitions Project Name: 2066, City of Tukwila - Justice Center Detail of Change: Change to original scope of work, original order to be modified as stated below. Contract Description Original Contract New Qty Remove Add Qty Amount Line item # 4 Sign Type F 50 57 i 12,000.00 13,680.00 1,680.00 Line item # 7 Sign Type _I 16 17 i 1,376.00 1,462.00 86.00 Added Line item Exit Sign 0 11 i 440.00 440.00 Added Line item Exit Only Sign 0 1 i 45.00 45.00 Added Line item Elevator Machine Room Sign 0 1 Nt 60.00 60.00 Added Line item Max Occupancy Sign 0 2 i 150.00 150.00 Added Line item Installation 0 2 ./ - 156.00 156.00 Current Change Sum Base Contract New Total 2,617.00 36,236.00 38,853.00 1111 SE Grand Ave., Portland, OR. 97214 503-235-6967 503-233-2711fax CCB#16727 WA: SIGNWI*0320R DBE/WBE #1264 www.signwizards.com Sensational Signs, Supernatural Service Since 1984 New 15% Net Change Unit Cost QTY Total Amount Overhead 204 36 7 1,680 73 13 1 86 34 6 11 440 38 7 1 45 51 9 1 60 64 11 2 150 66 12 2 156 DLR Group /City nfTukwila Justice Center 73-17158-00 01-101423-1 - Room Identification Signage Submittal Reviewed -Add idona|Information Required SPEC SECTION: TO NAME Brenna Christensen Bill Brown REMARKS: COMPANY DLR Group COMPANY BNBuilders BNBuilders | |hdley@d|ngroup.conl | om Jeff. ]ark@bnbuUderso om VIA: 1O/22/2O19 01-101423-1 01390 Info Exchange EMAIL PHONE |2O6-461- 2O6-461- | ethanb@sojsea.conn 206-838-3705 Response (Reviewed -Additional Information Required) from: Steven Schmitz (DLR Group) Remarks: Furnish as Corrected: See notes/markups on following sheets. Additional Information required signs asnoted. Page 1 of 2 � � DATE: 10/22/2019 ID: 01390 -Addibona| Information Required: - PerAH]: NFPA 1 2018 14`14.1.3 Provide tacti|esignage centered on egress side ofdoor G1, A117,and A202. Sign shall say: ' Per L&I: Elevator machine room door must besigned: ELEVATOR MACHINE ROOM AUTHORIZED PERSONNEL ONLY NOSTORAGE ALLOWED Sign shall be white -on -red, centered pndoor. - Per CP1'3: Tactile Signnge; Provide tactile EXIT / (or approved pictogram) at each grade level exit door. Doors include: A100'2,A133,A153,B100.1, B100.2, B119.1, C103, C1I0. Note: C120 is not AOAaccessible. - At C120 provide tactile exterior sign reading: EXIT ONLY ' Per CP1.3: Max Occupancy Sign; Provide nnaxinnunn occupancy sign at 810Z.1asfollows: THE NUMBER OFPEOPLE PERMITTED lNTHIS ROOM SHALL NOT EXCEED 77 BYORDER OFTHE FIRE MARSHAL and B107.1 as follows: THE NUMBER /]FPEOPLE PERMITTED INTHIS ROOM SHALL NOT EXCEED 72 BYORDER DFTHE FIRE MARSHAL signs shall match TN922-178 cONTcmTS QUANTITY: 1 DATED: osscnlPOom: 9/20/2019 munBsn: Page 2 of 2 Submittal No.: 1 - 101423 - 1 Due Date: 10/5/2019 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Proje 118021.100 Date: September 20, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Phone: 206.461.6000 Fax: 206.461.6049 Description: Discipline: Subcontractor: Room Identification Signage Architectural Northwest Partitions, Inc. Submitted By: Liz Van Wieringen BNBuilders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Phone: 206.382.3443 Fax: 206.382.3440 Item Colors and Finishes Sign Type - A, B, C, D, & H Sign Type - F Sign Type - E Sign Type - G Sign Type - J Room Identification Signage Package Notes: Furnish as Corrected; See notes/markups on following sheets, Addifional inforrliation Reptiired- t)regide reqpimg sigtis as noted This review and notations noted during this review does not in any way relieve the subcontractor or supplier of their responsibilities for compliance with the contract documents. Deviations/variances, if allowed, must be clearly identified and reauested to be considered. Also, the subcontractor or supplier is responsible for verification and accuracy of the details, quantities and dimensions, coordination of their equipment, materials and installation with all affected work and related subcontractors/suppliers, particularly with specific emphasis on deviations/variations. Liz Van Wieringen Date Qty Status Comments 1 Approved as Noted 1 Approved 1 Approved as Noted 1 Approved as Noted 1 Approved 1 Approved 1 Submitted Furnish as Carrelteri Drawings Reviewer's General Comments: 111 DLR Group REVIEWED X REVIEWED -- ADDITIONAL INFORMATION REQUIRED X FURNISH AS CORRECTED REVISE AND RESUBMIT REJECTED NOT REVIEWED This review is for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. Review of submittals is not for the purpose of determining the accuracy arid completeness of other information such as dimensions, quantities, and installation or performance of equipment or systems, which are the Contractor's responsibility. The Architects review shall not constitute approval of safety precautions or construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the itern is a component. The Architect's comments, notes or corrections are not an authorization to proceed with Work involving a change in the Contract Sum, the Contract Time or both. If any portion of this review requires a change to the Work, an appropriate change instrument must be executed in accordance with the Contract Documents. DLR Group Date: 10,22.19 By: Steve Schmitz Reviewer Signature Date - Additional Information Required: - Per ARP NFPA 1 2018 14.14.1.3 (2) Provide tactile signage centered on egress side of door Sl, Al 17, and A202. Sign shall; say: EXIT - Per L I: Elevator machine room door must be signed: ELEVATOR ACHI C'O AUTHORIZED PERSONNEL ONLY NO STORAGE ALLOWED Sign shall be white -on -red, centered on door. - Per C '1.3: Tactile Signage; Provide tactile EXIT / (or approved pictogram) at each grade level exit door. Doors include: A100.2, A133, A153, B100.1, B100.2, B119.1, C103, C120. Note: C120 is not AA accessible. - At C120 provide tactile exterior sign reading: EXIT ONLY - Per CP1.3: Max Occupancy Sign, Provide a max i E1 02.1 as follows: and B107.1 as follows: u THE NU BER OF PEOPLE PERMITTED IN THIS ROOM SHALL NOT EXCEED 77 BY ORDER OF THE FIRE A SHAL THE NUMBER R OF PEOPLE PER ITTED IN THIS R O SHALL NOT EXCEED 72 BY ORDER OFT E FIFIE ARSHAL signs shall match TN922-178 occupancy sign at I UMVVILA JUb 1 ILL. Ltinl 1 till Signage designs and full message schedule 0,45. 40,404 SIGN WIZARDS 1111 SE Grand Ave Portland, OR 97214 503-235-6967 Fax: 503-233-2711 CCB#67127 WBE41264 • Pek.eee *WM.,* *eh,' eC ek• CeP*Cee 'Ike* eeeke • "; ' Pee 4.'6, e. .Peeieme NORTHWEST PARTITIONS .„„ aliteet DLR Group' PLEASE REVIEW THIS SUBMITTAL PACKAGE CAREFULLY What is represented here is what Sign Wizards will fabricate and install. Substitutions may be necessary due to material or fabrication availability, but will not change the look of the approved product. Client is responsible for final approval of all message/sign content, spelling, sizes, quantities and install locations. Failure to review in a timely fashion may result in the delay of project development, fabrication or installation. Call your Sign Wizards project representative if you have questions. Al! designs are copyright@ to Sign Wizards 2018. All designs produced for this project are authorized for the fair use of this project. This submittal package is for the review by the developer/owner and design and/or construction teams only. This package cannot be duplicated, reproduced, or shared with any third party and signs cannot be fabricated from these designs in any form without the written permission of Sign Wizards. By signing the submittal pages, client acknowledges that all information is correct and is approved for fabrication and installation. Any requested changes to this submittal package after authorization date may result in additional charges. TO: APPROVAL DATE: VERSION : 1.1 DATE: 9/ 2019 ESTIMATE / PROJECT: #43936 PT-3 Rowmark "LaserMax" Brushed Aluminum/Black LM912-354 PT-5 Rowmark "ADA Alternative" Bright White 311-204 Paint colors, as li: plan page A0.2 PT-7 DLR Group: New PT-6 as revised in paint submittal; SW6214 "UNDERSEAS" FURNISH AS CORRECTED 6" pictogram field 1" i 3/8" 1/4" 1) BACKER 1/8" black acrylic 2) FACE PLATE 1/16" Rowmark "The Natu TN922-178 3) TEXT & PICTOGRAM 1/32" Rowmark LaserMax LM912-354 4) BRAILLE Grade II Raster Braille, sta 5) MOUNTING METHOD 3M VHB tape Matte black vinyl backer fc 7" 1" 1" 1 5/8" 3/8" 5/8" 3/8" 5/8" 3/8" 1/4" 1 3/4" 3/4" 3/8" 1/4" 3/8" 1) BACKER 0 1/8" P95 frosted acrylic, bac (colors determined by Iocati 0 2) FACE PLATE 1/16" Rowmark "The Natura TN922-178 3) TEXT 1/32" Rowmark LaserMax Br LM912-354 NOTE: Text size of 2" listed for all but the very shortest i 4) BRAILLE Grade II Raster Braille, stain 5) MOUNTING METHOD 3M VHB tape Matte black vinyl backer for 1/ IV 4JIaLn al,l ylll, 0 1 1/2" 1 3/4" window insert opening pocket 2) SPACERS 1/16" black acrylic 3) WINDOW/FACE 1/16" non -glare acrylic 4) SIDE BAR 1/8" P95 frosted acrylic, k (color determined by loca 5) FACE PLATE 1/16" Rowmark "The NatL TN922-178 6) TEXT 1/32" Rowmark LaserMax LM912-354 7) BRAILLE Grade II Raster Braille, stE 8) MOUNTING METHOD 3M VHB tape Matte black vinyl backer f 11 5/8" 0 o 0 1) BACKER 1/8" black acrylic 2) FACE PLATE 1/16" Rowmark "The Natural TN922-178 3) TEXT & PICTOGRAM 1/32" Rowmark LaserMax Br LM912-354 4) MOUNTING METHOD 3M VHB tape Matte black vinyl backer for NOTE: Braille is not required and 1/4" text is not possible Braille has been omitted anc 8" 1/2" 5/8" 1/2" 5/8" 3/8" 1/4" 3/8" 3/4" 3/8" 1/4" 3/8" 1) FACE PLATE 1/8" Rowmark Clear 342-101 Backpainted PT-3 2) TEXT 1/32" Rowmark Bright White 3) BRAILLE Grade II Raster Braille, white 4) MOUNTING METHOD 3M VHB tape Matte white vinyl backer for 2 3/8" typ. 2" 217" HALO -LIT LETTERS Fabricated stainless steel let s with internal LE and translucent acrylic di ser backs. Letters mounted studs (probably 1/4-20), 3-5 Stud mountin o surface will depend on the wa the struc e behind, please advise. E. letter will also have one conduit for 12V wires connect to 2 or 3 transfomers (as needed) connect to 110 volt power source. 1 1/2" IQ 1133 DISTANCE LEARNING 2215 — ANSI 1986: OLD REGULATION PRIOR TO MARCH 2013: 60" ON CENTER OF THE ADA SIGN FACE. ntered or tactile char; t18 min 455 Figure 703.4.2 Location of Tactile Signs at Di Tactile message and Braille I1 compliant install zone, as she 22 ANSI 2003: © NEW ADA REGULATON: COMPLIANT INSTALL ZON 48"Minimum All ADA Code Signs install regulations dictates that the lowest base line of the tactile message on the sign face (raised text and Braille) shall be not LESS than 48" from the floor and no MORI iessage "zone" for each ADA sign. As long as the lettering/Braille is within this "zone", the installation is compliant. New regulations will allow all signs to be lined up at t :he size- see examples. Larger signs can be higher than the zone, as long as the tactile message and Braille fall within the compliant zone. loses to line up the top of each sign to the 60` maximum height and install at that location. This ensures that all of the signs will line up in a straight line, but will fall within ;ize, design or placement of the tactile and Braille message on each sign. distance from the strike sign of the door will depend upon how much wall space there is to the right of each door. Code stipulates that each sign should be installed cent( door. This is usually 6" from the edge of the door to the edge of the sign. If the wall space is narrower to the right, such as in an alcove, then it is better to center the sig :ARDS CODE REQUIRED ADA INSTALLATION LOCATIONS Type A QTY: 1 Type A (shower) QTY: 1 EK Confirm quantity of elevator signage, elevator is accessible on 2 floors. (BC) Type D QTY: 1 G DLR Group: Locate ELEVATOR sign on IN CASE OF FIRE DO NOT USE ELEVATOR USE STAIRS Type B r7/ QTY: 1 Type B (shower QTY: 1 Type G QTY: 1 Ty Q Ty Q noted INTERVIEW ............... A104 COPY A129 EQUIPMENT A152 LARGE EVIDENCE .............. A136 SOFT INTERV EVIDENCE A137 SWAT & CDU GEAR A155 COPY A108 ARMORY A144 CHEMICAL A156 FINGERPRINT A109 QTY: 2 Eti, RIFLE/GUN CLEANING A145 F c EMERGENCY OPERATIONS CENTER .................... B107 PUBLIC NON -CONTACT VISITING PUBLIC NON -CONTACT VISITING ATTORNEY MEETING ROOM WELLNESS ............... INTERVIEW ............... FURNISH AS CORRECTED DLR Group: New PT-6 as revised in paint submittal; MEN'S LOCKERS A205 CONFERENCE ROOM SERGEANT MEETING ROOM A222 COPY/ WORKROOM ............... A239 DT ROOM/ EXERCISE A208 MCU EQUIPMENT ............... A225 SECURE STORAGE ............... A240 QUIET ROOM A210 COPY/ WORKROOM A227 STORAGE B205 QUIET ROOM A211 ACCREDITATION WORKROOM A230 COPY A212 CONFERENCE ROOM A232 SENIOR CONFERENCE MANAGER ROOM B PRESIDING JUDGE ADMIN COMMANDER 1111111111111 A236 CONFERENCE ROOM A .................... CHIEF OF POLICE A237 EOC MANAGER .................... CONFERENCE ROOM DEPUTY CHIEF DEPUTY CHIEF OPERATIONS A238 PROBATION MANAGER C115 INVESTIGATIO COMMANDER .................... A220 FURNISH AS CORRECTED Per AHJ: Exterior Electrical/EMG. Elec. signs shall be white -on -red Elevator Machine Room is B1 not B129. (BC) EMER1 ACCE Pe ADDITIONAL SIC INFORMATIO do REQUIRED S Vi Additional Inform Per AHJ: NFPA signage centerel A202. Sign shall Per L&I: Elevato EL AUTI Sign shall be wh BNBuilders February 10, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Revisions to the Electrical Coordination Study Dear Ethan, In accordance BNBuilders hereby submits our proposal for the recommendations from the electrical coordination study submittal 01-260573-0. The total proposal of this subject work is Tweo Thousand Four Hundred Eighty Five dollars $2,485.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5070 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim "ustinek sosea".com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dirgroup.corn) BNBuilders 2601 4' Avenue, Suite 350 Seattle, WA 98121 T. 206.3823443 F. 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BN Builde s PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. CCDIASI #: COP #: 5070 DATE: 2110/2020 DESCRIPTION OF CHANGE: Revisions to submittal 01 - 26 05 73- 0 - Electrical Coordination Study BP 26.00 Valle 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark -upon MACC Costs Rounding Adjustment 2;367.00 $2,367.00 $118.35 -$0.35 Total Change Request 2,485.00 To the best of my knowledge and belief, l certify that all costs listed above are correct. Contractor Signature Date "The Electrical Solution"e VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Gear revisions as recommended by coordination study. Includes breaker revisions and addition of IR window in switchgear. ASI # DATE 11/21/2019 Addendum# VE JOB # 19146 Time Ext Rqrd (days): RFI# VE CP # 014 Self Performed Work LABOR COST 0.00 hrs $90.34 $ SUPERVISION 0.0% Ibr $ SAFETY 2.0% Ibr $ SMALL TOOLS 5.0% Ibr $ MATERIAL COST $ 2,058.00 EQUIPMENT COST 24Scissor Lift Month SUBTOTAL COST: OH & PROFIT - SELF 15.0% Subcontractor Quotes Quote Quote Quote Quote SUBTOTAL DIRECT COST QUOTES: OH & PROFIT - SUBS 8.0% Bond Permit Fee $ 2,058.00 308.70 TOTAL CHANGE PRICE: 2,367.00 NOTE: 1) Proposal valid for acceptance within 30 days, 2) While Valley Electric considers our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensation at a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric at the time of settlement on this change. 3) This construction change has been estimated using the drawings furnished: an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, has not been performed. 4) Permit costs are specifically excluded. Should this change, or it become necessary to procure/pay for an increased permit fee this would become an added cost to the change price reflected above. Our proposal amount does not include the following: - Overtime / Shift Work - Fireproofing Repairs - Concrete/GWB Repairs - Shutdown Costs - Painting and Patching Date: Nov 13, 2019 Quote: GRASB19-16481-1 works to your advantage Project TUKWILA JUSTICE CENTER - Gear - TJC _ GEAR Location Quote GRASB19-16481-1 To: Collin Tuthill Valley Electric 1100 Merrill Creek Parkway Everett WA 98203 Phone: (425) 405-0832 Fax: (425) 407-0578 EMail: collint@velectric.com u Page 1/2 Graybar Electric Company, Inc. 1919 6th Avenue South Seattle WA 98134 Phone: (206) 292-4848 Fax (206) 701-2949 From: Will Hoban Quoter Ph: email: william.hoban@graybar.com For Bid Date Nov 13, 2019 Expires Dec 13, 2019 QTY Type MFG Part 1 SQD LOT COORDINATION CHANEGS PER STUDY Total: Price UQ ExtPrice $2,058.00 $2,058.00 $2,058.00 Graybar Electric Company, Inc. Will Hoban Page 1/2 Jeff Clark From: Ethan 8emau^ethanb@aoiseo.com> Sent: Wednesday, Ockrber]0 20191:36PM To: Jeff Clark; Steve Schmitz Cc: Ephram Harsh; Geri Urbas; Rachel Bianchi; Dillon Webster; savery@dlrgroup.com Subject: RE:lOC ' Electrical Coordination Jeff, Please proceed with this scope. Thanks, Ethan Berna | T2V6.8]83785|C206.7l5.5558|su]sea.cmm Shiels|Obletz| Project Focused. Community Driven. From: Jeff Clark "Jeff^Clark@bnbuUder .com> Sent: Friday, October 25,2n196:27PM To: Steve 5chmitz«sschmhz@d|rQmup.com> Cc: EphromHarsh <Ephram. Harsh@bnbu/|derszom*1Geri Urbas <Geri,Urbos@bnbui|den.com:;Rachel Bianchi «mche|.bianohi@tukm/|avva'Qov>;Ethan 8ernoo<ethonb@sojseazum>;Dillon Webster <dwebster@d|nQroupzom>; savery@d|rQroup.com Subject: Fvvd:T1C~Electrical Coordination The ROM from Valley for this scope is $2,500. Jeff Clark | 8NBu|der 2BOl.4thAvenue, Suite 35O|Seattle, WA 98121 Begin forwarded message: From: Collin Tuthill <co m> Date: October I5,2O19at4:47:05PMPDT To: Jeff Clark [c: EphramHarsh < Ephra m.Harsh@bnbui|ders.cmn>,Bill Brown <Bil|. Brown(@ bnbuiNers.com> Subject: RE: T]C' Electrical Coordination ]eft The ROM is approximately $2500. Collin Tuthill IProject Manager Valley Electric ceU.zVaosz.827s email. cmnnt(d)ve|cctr/c mweb.wwwxe|ecmccom Everett. 1100 Merrill Creek Parkway, Everett, WA 98203 Seattle Business ���� Jeff Clark Sent: Fridy,October2 ,201911:184[N To: Collin Tuthill =coxnt@ve|ect iczom> ` Ephrarn Harsh <E ph ram. Harsh PUbnbuilder zom>;BNBrnwn«8U| corn> Please see below. Can you please provide a ROM for the costs associated with the recommendations from the electrical coordination study? We would like to get this resolved quickly as to not delay any of the panels, equipment, etc. Jeff Clark I BNBuilders --_- 4th Avenue, Suite_ 350 1 Seattle, WA —__-- � 206382.3443mmvo 1 40e�55049e0cell From: Schmitz, Steve Sent: Thursday, October 24, 2019 3:32 PM Cc: Webster, Dillon <dwebster@DLRGROUP.com>; Avery, Sean <saverV(d)DLRGROUP.com> Jeff, I'd like to get this on your radar from our Electrical Coordination study. Theassociated with the recommendations made in the report, as outlined by Sean below. We would like BNB to cost the recommendations and provide further information to the owner to better understand the decisions they must make. re is a cost potential Steven J.Schmmito Assoc,AIA Architect I Associate aonhmitz(cDd|rqmunzmm D0R Group Architecture Engineering Planning Interiors u:2V84G1'6O0O | d:2U6-4G1'OO44 2 From: Avery, Sean <saverV@DLRGROUP.com> Sent: Tuesday, October 22, 2019 4:40 PM To: Schmitz, Steve «sschmitz@DLRGROUP.conn> Subject: T]C'Electrical Coordination Something to discuss tomorrow. The Electrical Coordination study came back and has recommended changes to breakers in the electrical system to achieve complete coordination. They are suggesting switching out 10 breakers to electronic trip breakers to achieve electrical coordination on the legally required standby panel and one on the emergency panel. FYI, this is always one of those sequencing items in which you don't know system coordination until after breakers are selected, but the study will likely ask for electronic trip breakers which are more expensive. The only safe way is for us to design around fusible panelboards, which many owners don't want, and not every vendor provides. I'm not sure how Valley's pricing was set up to include the extra cost, nor do I know what the extra cost is until they put a number to it. I don't know exactly where the panelboard order is yet either, but given the speed ofthings, it|slikely already onsite urcurrently getting built. There baparagraph |nthe coordination spec which states the following: l0vecunocut protective device coordination study report; signed, dated, and sealed bya qualified professional engineer. u Submit study report for action prior ~ to receiving final approval of distribution equipment submittals. Ifformal completion ofstudies will cause delay io equipment manufacturing, obtain approval from Architect for preliminary submittal of sufficient study data to ensure that selection of devices and associated characteristics is satisfactory. The hidden text addresses the sequencing problem: At the same time, as of late, the panel submittals always precede the coordination study by a month or so, and this project was nodifferent. Anyvvay, next steps: 1. Cost the recommendations. Maybe Valley has them inthe budget, but |amkind ofthinking not. VVemay need tVbecareful about how we approach this. 2. Talk to the AHJ and see to what level of selective coordination he will enforce (down to 0.01 or just 0.1). IF he only enforces 0.1, then we may not -need to do many of the changes. 3. |Fthe AH]provide leeway, what does the owner want tosee. Sean Avery, PE0EED AP Electrical Engineering Leader I SuninrAsooniahe DLR Group Architecture Engineering Planning Interiors o:2OS4tU'0OUO 1d:200-461-6046 51 University Street, Suite 000 Seattle, WA 98101 Find us at: d|rqrovn.nom | |nstonrom | Linked|n 3 BN Builders February 4, 2020 Shell Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 254 — Canopy Perimeter De ials Dear Ethan, BNBuilders hereby submits our proposal for adding steel angles to the perimeter of the West canopy per RFI 254. The total proposal of this subject work is Eight Thousand Four Hundred Thirty -Four dollars $8,434.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5078 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek,soseaj.com) Geri Urbas (geri.urbasp,bnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206.382,3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 254 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 254 - Canopy Perimeter Details COP #: 5078 DATE: 214/2020 BP 03.00 BNB Foundations/Structure/Waterproofing lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $8,032.65 $8,032.65 $401.63 -$0.28 Total Change Request 88,434.00 To the best of my knowledge and belief, certify that all costs listed above are correct. Contractor Signature Date 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BN Builders CCD/ASI #: COP #: DATE: RFI 254 5078 214/2020 DESCRIPTION OF CHANGE: Provide and install L4x4x1/4 continuous angles along North and South side of the West canopy per RFI 254 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractors Mark-up (Excludes Labor Premium) Labor Premium $3,713.00 $120.00 $250. 0 $4,083.00 $612.45 $o.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $4,695.45 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $3,090.00 $247.20 Total Subcontractor Change Request $8,032.65 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021,100 Contractor BNBuilders,Inc. Work Description:. CCD/RFI: 0 CP#: 0 Date:. 1/0/00 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material. C. Equipment $/hour Cost $/hour Cost S/Unit Costs $/Unit Costs Install Steel Angles per RFI 254 8 EA 50 74.26 $ 3,713 15.00 $ 120 $ - Scissor Lift 1 Wk $ - $ - 250.00. $:..:250 $ - $ - $ - $ $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $. - $ -.. $ - $. _ $. - $ - $ $ $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $. - . $ - $ $ - $ - $ - $ - $ - $. - $.. - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Cost of Work A. $ 3,713 $ - $ - B. $ 120 C. $ 250 BNBuilders Inc Job Cost Journal - Detail 119700.000 COTJC SP BP03.00 FNDN/Struc/WP Date Range: to 02-04-2020 Cost Invoice #/ Period End Code Pay ID/Ref 1 Date Description Vendor/Employee Page 14 System Date: 02-04-20 System Time: 3:17 pm Record Security: Disabled Hours Cost 500.005078 RFI 254 - Canopy Perimeter Det L REG 11-16-2019 PR cost Casey Drennen 16.00 1,148.32 REG 11-16-2019 PR cost Scott Sander 20.00 1,435.40 REG 11-23-2019 PR cost Scott Sander 10.00 717.70 REG 12-07-2019 PR cost Carlos Alarcon Godoy 2.00 143.54 REG 12-07-2019 PR cost Scott Sander 2.00 143.54 Cost Code Total 50.00 3,588.50 Quote number: 19022 CO 31 Quote date: 10/30/19 Structural & Mlscallaneous Steel Pebocriton— Shearing— FroSo Brake - Ylos 102 South 100 West —P.O. Box. 59— Franklin, . Idaho 83237— Phone: 208.646.2600—Pax: 208:646.2700—www.lundahlironworks;com (Customer CHANGE ORDER # BNBuilders 2601 4th Ave, Suite 350 Seattle, WA 98121 Project: Tukwila Justice Center Attn: Jeff Clark Phone: 206-550-0960 Fax: 206-382-3440 Jobsite: Tukwila WA. We are pleased to quote the following for lhe abovereferenced project, TJC RFI 0254 added scope of work Items at canopy. Angle supports for the nailer and facia at the canopy were not detailed but are now needed. Delay: # of Da+ 4 Days NOTE: DUO to ex'tret until After this time, we increases. Section 232 otatl title will create to tha raw Description (8) 4x4x20' angles with 2 scre Material & Labor totals: Detailing 3 hours at $75.06 Freight r P 8.OF and demand in raw material make f Head to re -evacuate on a daily basis to now been signed fnto law, and at this ti ntarfai market 5 oles every12" o.c. Weights do not include any scrap factor P and P bond % included Price includes time to detail, process, fabricate, and deliver to jobsite heck' e only able to guarantee pricIn3 r)al availability and naware of what II Lbs. Material Cost Labor ($75) 1583 $2,138 Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. Signature: Date: Please retum a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company. Notes: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied by General Contractor. Sales tax @, $ Total Price, $ $3,090 225 CERTIFIED FABRICATOR Dcw,y s Archibald Dennis Archibald email: dennlsa@lundahltronworks.com Terms: Net 30. interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in u� Group ��roup DLR Group PROJECT: sucosCT SUGGESTION: «msvvsn: W m ~ 111 City ofTukwila ]usticeCenter DATE SENT: 10/24/2019 73-17158-00 TIC RFl#254_CanopyPerimeter RFI/c' 254 Details RFI TRANSMITTAL ID: 01407 Answered 4q VIA: Info Exchange The East and West sides of the canopy are shown on 41/A4.2,and the North and South sides do not have details. 2/S1,0 shows a dimension of 1' for the West side of the canopy from bent plate to ghd||ne and 41/A4.2 shows 3'. The structural details differ from the architectural details and clarity is needed on this assembly and attachment points. Please provide updated architectural details for the perimeter of the canopy roof assembly. Response (Answe,eu) from: Steven Schmitz (ommmnmwp) See ASK 254.1for East canopy edge & 254.3for S revised detailing. Replace wood blocking and steel with MTLfeocia of sufficient gauge to support attachment of bird netting. Steve Schmitz - OURGroup 1O.24.19 FROM NAME COMPANY EMAIL Sabrina Ames DLR Group sames@dlrgroup.com TO Liz Van Wieringen DESCRIPTION OF CONTENTS | BNBui|ders QTY DATED 10/18/2019 |PooNE Liz.Vanw�r�gem��bnbui | �2O6-382-3443 TITLE NUMBER T] Perimeter Details.pdf Page 1 of 2 ° DATE: 10/24/2019 �nsmittal 01407 � cumss: Bill Brown (BNBui|ders) BnennaChhstensen (BNBui|ders) Dillon Webster (DLRGnoup) Ethan Bernau (Shie|sOb|etzJohnsen) Geri Urbas (BN8ui|dens) Jeff Clark (BNBui|ders) Liz Van VViehngen (BN8ui|ders) Sabrina Ames (OLRGrnup) Page 2 of 2 Request for Information RFI No: 254 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: October 16, 2019 Submitted To: Steve Schmitz Submitted By: Liz Van Wieringen DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Canopy Perimeter Details Discipline: Architectural Document Reference: 41/A4.2, 10 11 & 12/S5.9, Spec Section: 2/S1.0 Subcontractor: Northshore Exteriors, Inc. Question Subcontractor RFI No: 16 Date Required: 10/23/2019 The East and West sides of the canopy are shown on 41/A4.2, and the North and South sides do not have details. 2/S1.0 shows a dimension of 1' for the West side of the canopy from bent plate to gridline and 41/A4.2 shows 2'. The structural details differ from the architectural details and clarity is needed on this assembly and attachment points . Please provide updated architectural details for the perimeter of the canopy roof assembly Answer L4x4x1/4xcon inuous with (2) #10 screws to deck flutes at 12"oc ECL KPFF 10/16/19 See ASK 254.1 for East canopy edge & 254.2 for South/North revised detailing. Replace wood blocking and steel with Tic fascia of sufficient gauge to support attachment of bird netting. Answered by: SteVe Sofithitz DLR Group Date Answered: 10/24/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 Request for Information NORTHSHORE 'Project Name Address: Tukwila Justice Center NSE-RFI# NSE 16 Date RFI Created: 10/1/2019 Date Answer Required: Project #: 11 6009 Northshore Exteriors, Inc. AnswerCompany Att To: Author Company: Author By: BN Builders Northshore Exteriors, Inc. 11831 Beverly Park Rd. Bldg. C Everett, WA 98204 Kristi Gouy Subject: Canopy Perimeter Details RFI Discipline: Category: Question:vo*AlsogovoVAorpurWauUligo.Mb:MUSAMOWAth,lrootith0OgowiMMt,',,,ANaktalotkOSYMNWROMMOIORAMPPOWMMOWMVORNMertiktirstOteg 't-'---,,-,-,,,aw*omgiev',"'"04443,0,FWMVonattOESMataintatOsOOMOMOOMMOIMMarrernaiste‘SOMSPOftwORK,V0000444040,00ANAgmr,V6M0400 „ wontvt,a06:44,4M0Voebigqapiemtkemokafa*P2MaidgiAM Please reference architectural detail 41/A4.2 for the details at the east and west sides of the canopy. Also please reference structural details 10, 11, 12/S5.9 for the details at all sides of the canopy. The architectural detail shows wood attached to a steel plate, but the structural details don't show a steel plate. Also, there are no architectural details for the north and south sides of the canopy. Can you please provide additional information/details for the canopy perimeter? Cost Impact No Cost Impact Change in schedule Yes No Calendar Days rtiqm,XLIWOYMESNOMPUMMOOPSWOMINOPOINIMOOMOROCOMWMPPWalaaaMMOWatacoarmoaroaaamOcarataatarroarroomapaaattat Answer:oMmumassolocaosaamalMaiftamiaSelogaMmasigovetaanatowommvolomototioNmeavameoposawomoApitto NORTHSHORE EXTERIORS, INC. 11831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 * 425.740.3700 * Fax 425.740.3701 www.northshoreext.com 01 NVid bad W8 VI-ZXZ/6-ZSSH n 0 z H ;L1 m x rn m Date 110/24/2019 Project 1 Tukwila Justice Center Project #1 73-17158-00 Page 1 ASK 254.1 Computed by 1 SS 60 MIL MEMRANE, FULLY ADHERED 1/2°' COVERBOARD (SECUROCK) 6" WIDE PRESSURE SENSITIVE COVER STRIP CUT EDGE SEALANT NAILER CONTINUOUS GUTTER, SLOPED TO DOWNSPOUT MIN. 1/8" - SELF -ADHERED AI* APOR BARRIER, W P OVER NAILER AND LAP EDGE MTL NAILER METAL FASCIA Checked by I /0°-2 1/2" snaanafls SET FASCIA IN SEALANT L Elevate the human experience through design STEEL SUPPORT BEAM WHERE OCCURS Date 110/24/2019 Project !Tukwila Justice Center Project # 173-17158-00 Page TASK - 254„2 Computed by ISS 60 MIL MEMRANE, FULLY ADHERED 1f2" COVERBOARD (SECUROCK) 6" WIDE PRESSURE SENSITIVE COVER STRIP CUT EDGE SEALANT DRIP EDGE METAL FASCIA SELF -ADHERED AIRNAPOR BARRIER, WRAP OVER NAILER AND LAP EDGE MTL NAILER OVER EXPOSED RIBS CONT L4x4x1/4 METAL FASCIA Checked by 1 161 DLR Group Elevate the human experience through design ('-2 1/2" METAL FASCIA WITH DRIP EDGE, FASTENED TO NLT EDGE AT CANOPY STEEL SUPPORT BEAM WHERE OCCURS BNBuilders February 24, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI-297 Dear Ethan, In accordance with RFI-297 dated 11/20/2019, BNBuilders hereby submits our proposal for furnish and install of the Court's Seal per RFI 297. The total proposal of this subject work is Four Thousand Four Hundred Seventy Four dollars $4,474.00. There is a zero day impact to the Project Schedule. BNB has not proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5090 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksosesi.corn) Geri Urbas (ceri.urbas(&janbuilders.com) Steve Schmitz (sschmitz(a,dirgroug.com) BNBuilders 2601 4h Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206,382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCDIASI #: RFI 297 COP #: 5090 GENERAL CONTRACTOR: BNEiuilders, Inc. DESCRIPTION OF CHANGE: Furnish and Install of a single 24" circular cast aluminum plaque DATE: 1/31/2020 BP 09.20 Northwest Partitions $4,261.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $4,261.00 $213.05 -$0.05 Total Change Request $4,474.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Page 1 of 1 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #297_Wall plaque_cast option Ref.# COR-0015 External/RCO# GC Ref# Date Dec 12, 2019 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Total Other Subtrade Charges Total Sign Wizards to create a a single 24" circular cast aluminum plague $3,945.00 Total Other Subtrade Charges $3,945.00 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15°/0: Overhead 8%: $0.00 $0.00 $3,945.00 $0.00 $0.00 $3,945.40 $0.00 $315.60 15.00% 8.00% Total: $4,261.00 20006 - 144th Avenue NE, Woodinville, WA 98072 Run on: December 12, 2019 8:12 AM T 425-375-2500 F 425-375-2540 http://wvvw.nwpart.com WIZARDS Your Complete Sign Source Sign Wizards 1111 SE Grand Ave Portland, OR 97214 Ph: (503) 235-6967 FAX: (503) 233-2711 Email: orders©signwizards.com Web: http://www.signwizards.com Estimate #: 29768 Page 1 of 1 Created Date: Salesperson: Email: Not Specified: Not Specified: Entered by: 12/2/2019 9:48:33AM Mark Tucker (503) 235-6967 (503) 233-2711 Mark Tucker Prepared For: Contact: Phone: Email: Address: Northwest Partitions Chris Ayers N/A Portland, OR Description: Tukwila Justice Center - wall plaque - cast option Quantity Unit Price Subtotal 1 Product: Custom Fabricated Sign 1 $3,540.00 $3,540.00 Description: Custom Signage - 24" circular cast aluminum plaque with 3D relief image, polished face, dark gray background, stud -mounted Quantity Unit Price Subtotal 2 Product: Design Description: Design & file setup * 1 Files • 0.5 hr Setup Time Per File. * 0.5 hr Layoutlime Per File. 2 hr Creative Design Time Per File. Product: Installation of Non -Electric Signs Description: Installation NOTE - No travel time included. Assumes that we will be installing the plaque while on -site for the rest of the install. If a separate trip is required for the plaque installation, we will need to charge for the travel time * • 1 hr of Install Time. * Using a Crew of 2 Personnel. Quantity 1 $225.00 $225.00 Unit Price Subtotal $180.00 Payment Terms: Payment due upon completion of order. $180.00 Estimate Total: $3,945.00 Subtotal: $3,945.00 Total: $3,945.00 Deposit Required: $1,972.50 Client Reply Request El Estimate Accepted "As Is". Please proceed with Order. El Other: CI Changes required, please contact me. SIGN: Date: / / Print Date: 12/4/2019 9:41:17AM CCB: #67127 WA: SIGNVVI*032OR DBE/WBE: #1264 SEAL PLAQUE Cast aluminum, approx. 1/2" thi< Raised areas buffed/clearcoated background dark gray. 3D bas-relief George Washingto Tapped threaded holes in back t for wall mounting. NOTE: Image for reference; port some image manipulation to be Request for Information RFI No: 297 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 Date: November 13, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Court's Seal Information Discipline: Architectural Subcontractor: BNB Project # 118021.100 Submitted By: Ephram Harsh BNBuilders 2601 4th Ave Suite 350 Seattle, WA 98121 Subcontractor RFI No Question Per discussions in OAC, please provide us the information pertaining to the courts seal. Answer Date Required: 11/20/2019 SEAL PER D GS TO BE 2°-0" IN DIA ETER„ SEE ATTACHED PAGE FOR INFOIE ATION ON I AGERY, Answered by: LLO E Copies To: Company & Contact up ATERIAL OPTIONS AND Date Answered: 11.20.2019 Fax Notes Page 1 of 1 OPTION A: 3D BAS RELIEF PLATED WITH ALUMINUM, POLISHED IN HIGH AREAS AND GRAY PATINA RUBBED ON BACKGROUND. FINISHED WITH CLEAR COAT. OPTION B: WOOD BACKGROUND TO MATCH COURTROOM (MAPLE WITH STAIN) WITH 2.5-D RAISED ALUMINUM SEAL LAMINATED TO WOOD IMAGE FOR FIN CITY OF TUKWILA COURTS SEAL, TO BE DIGITALLY RECONSTRUCTED FOR FABRICATION. JPEG ATTACHED. SEAL DOES NOT REQUIRE HATCHED BACKGROUND. DIGITAL IMAGE IS HATCHED SO THAT IT SHOWS UP ON WHITE BACKGROUNDS MORE CLEARLY. TEXT PER IMAGE, FONT CAN BE SUBSITUTED GEORGE WASHINGTON'S HEAD, CAN BE DIFFERENT VERSION January 16, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI-333- Steel Backing for Elevator Guide Rail Dear Ethan, In accordance with RFI 333, BNBuilders hereby submits our proposal for the installation of the elevator guiderail supports. The total proposal of this subject work is Thirteen Thousand Six Hundred Twinty-four dollars $13,624.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5098 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseaj.com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschmitzdirgroup.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 333 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5098 DATE: 1116/2020 DESCRIPTION OF CHANGE: Structural columns were added on Level 2 elevator shaft to support elevator guide rails. BP 03.00 BNB Foundations/Structure/Waterproofing $9,945.72 BP 09,20 Northwest Partition $3,030.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $12,975.72 $648.79 -$0.51 Total Change Request $13,624.00 To the best of my knowledge and belief, I certify that all costs listed above are correct; Contractor Signature Date 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BN Builders CCD/ASI #: COP #: DATE: RFI 333 5098 1/16/2020 DESCRIPTION OF CHANGE: Additional steel not shown in the contract drawings is being installed to support the elevator guiderail. Shaftwall previously installed will need to be removed, new steel fabricated and installed, and shaft wall reinstalled. Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractors Total Direct Cost Subcontractors Mark-up (Excludes Labor Premium) Labor Premium $o.00 $0.00 $0.00 $o.00 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $o.00 Total Sub -tier Subcontractor Costs (See attached proposals) Subcontractors Mark-up on Sub -tier Subcontractor(s) $9,209.00 $736.72 Total Subcontractor Change Request $9,945.72 To the best of my knowledge and belief, I certify that 511 costs listed above are correct. Contractor Signature Dale 15% 8% Page 1 of 1 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Project: Ref.# COR-0019 External/RCO# GC Ref# Date Jan 06, 2020 Job # 2066 Tukwila Justice Center 15001 Tukwila International Blvd Tukwila,WA 98188 Phone: (206)382-3443 Fax: (360)398-2302 Description: Re -frame of shafts due to added structural support of elevator rails per RFI #333 Labor Demolition Shaftwall - Studs / Liner Material 4" J-TRACK 225 X 100 33MIL G60 1" SHAFTLINER GLASS MAT Equipment 19SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges Size 12' 2'X12' Quantity UOM Unit Total 12.00 Hrs 12.00 20.00 Hrs 20.00 Quantity UOM 10.00 PCS 3.00 PCS Quantity UOM 32.00 EA Rate 72.31 72.31 Total $867.72 $1,446.20 Total Labor $2,313.92 Unit Price .864 LF 1.038 SOFT Total $103.68 $74.74 Total Material Unit Price 3.41 EA $178.42 Total $109.12 Total Equipment $109.12 Total B&O Tax .48% GL Insurance 1% $12.49 $26.14 Total Miscellaneous Charges $38.63 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15°/0: $2,313.92 $178.42 $0.00 $109.12 $38.63 $2,639.78 $390.22 15.00% Total: $3,030.00 20006 - 144th Avenue NE, Woodinville, WA 98072 Run on: January 6, 2020 7:04 AM T 425-375-2500 F 425-375-2540 http://www.nwpart.com CONSTRUCTION SUPPLY Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 Code 6005162-43 6005162-54 6005162-68 6005200-54 6005200-68 6005200-97 6005250-54 6005250-68 600T125-43 600T125-54 600T150-43 600T150-54 600T150-68 600T200-54 600T200-68 600T200-97 600T250-54 600T250-68 150U50-54 200A200-43 600FS-33 400F5-54 CRCCLIPHVY 1625125-30 162T100-30 2505125-33 250SLT250-33 250T125-33 3625125-30 362S125-33 3625125-43 3625162-43 3625162-54 3625250-54 3625250-68 362T125-30 362T125-33 362T125-43 Description 6" 18 Ga Stud w/ 1-5/8" Leg 6" 16 Ga Stud w/ 1-5/8" Leg 6" 14 Ga Stud w/ 1-5/8" Leg 6" 16 Ga Joist w/ 2" Leg 6" 14 Ga Joist w/ 2" Leg 6" 12 Ga Joist w/ 2" Leg 6" 16 Ga Joist w/ 2-1/2" Leg 6" 14 Ga Joist w/ 2-1/2" Leg 6" 18 Gauge Track w/ 1-1/4" Leg 6" 16 Gauge Track w/ 1-1/4" Leg 6" 18 Gauge Track w/ 1-1/2" Leg 6" 16 Gauge Track w/ 1-1/2" Leg 6" 14 Gauge Track w/ 1-1/2" Leg 6" 15 Gauge Track w/ 2" Leg 6" 14 Gauge Track w/ 2" Leg 6" 12 Gauge Track w/ 2" Leg 6" 16 Gauge Track w/ 2-1/2" Leg 6" 14 Gauge Track w/ 2-1/2" Leg 1-1/2" Black Iron 16 Gauge 2" x 2" Framing Angle 18 Gauge 6" x 20 Ga Flat Stock Backing 4" x 16 Ga Flat Stock Backing Clip for Cold Rolled Channel Heavy Gauge 1-5/8" 20 Gauge Stud 1-5/8" 20 Gauge Track w/ 1" Leg 2-1/2" 20 Gauge Stud 2-1/2" 20 Gauge Slotted Track 2-1/2" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Stud 3-5/8" 20 Gauge Stud 3-5/8" 18 Gauge Stud 3-5/8" 18 Ga Stud w/ 1-5/8" Leg 3-5/8" 16 Ga Stud w/ 1-5/8" Leg 3-5/8 16 Ga Joist w/ 2-1/2" Leg 3-5/8 14 Ga Joist w/ 2-1/2" Leg 3-5/8" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 18 Gauge Track w/ 1-1/4" Leg UOM Container Per LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF > Track - 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF ; Each 1000 LF LF Each 1000 LF LF Each 1000 LF LF Each 1000 LF EA Pieces 1 EA LF Studs 1000 LF LF Track 1000 LF LF Studs 1000 LF LF Track 1000 LF LF Track 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF Unit Price 1306.8 1640.4 2065.2 1791.6 2254.8 4317.6 2008.8 2538 1135.2 1459.2 1200 1507.2 1888.8 1777.2 2104.8 3979.2 1651.2 2403.6 436.8 625.2 970.8 873.6 0.828 594 562.8 447.6 954 519.6 532.8 997.2 1296 986.4 1286.4 2580 2060.4 478.8 950.4 1226.4 CONSTRUCTION SUPPLY Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 362T125-54 362T250-33 362T250-54 362T250-68 6005125-30 6005125-33 6005162-33 600T125-30 600T125-33 150A150-30 SECUR1.0-16 SECURACLP B1XW B412NB CJGWB LWAP LWTAPING PTAPE X58 X58H1 X58MMR X58DURO 400CH-33 400JT-33 X1SWLGLAS BULLETS Bullet Strips 300A300-54 3-5/8" 16 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 2-1/2" Leg 3-5/8" 16 Gauge Track w/ 2-1/2" Leg 3-5/8" 14 Gauge Track w/ 2-1/2" Leg 6" 20 Gauge Stud 6" 20 Gauge Stud 6" 20 Ga Stud w/ 1-5/8" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 1-1/2 x 1-1/2" Framing Angle 20 Gauge AMICO Security Mesh 1" x 16 Gauge AMICO Secura Clip 300/Carton B1XW Corner Bead B4 - 1/2" No Bead L Metal Control Joint for GWB #093 USG Lite Weight All Purpose Joint Compnd 3.5 gal Lite Weight Taping Joint Compnd 3.5 gal 2-1/16" Paper Tape - 500'/Roll 5/8" Type X GWB 5/8" Type X High Impact GWB 5/8" Type X Mold & Moisture Resistant GWB 5/8" Type X Cementitious Backer Bd 4" 20 Gauge Shaftwall Stud 20 Gauge J Tn Fiberglass Shaft wai, Ballistic/Bullet Panel - Level Level 3 strips 3" x 3" framing angle 16 GA LF Track LF Track LF Track LF Track LF Studs LF Studs LF Studs LF Track LF Track LF Each SF Sheets EA Boxes LF Boxes LF Boxes LF Boxes EA Box EA Box EA Rolls SF Sheets SF Sheets SF Sheets SF Sheets LF Studs Track Sheets SF Sheets LF Each LF Each 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF piece container 1000 LF 1000 LF 1000 LF container container container 1000 SF 1000 SF 1000 SF 1000 SF 1000 LF 000 LF 000 SF piece piece 1000 LF 1044 1380 1651.2 2403.6 718.8 1380 1183.2 661.2 903.6 331.2 95.58 364.0 364.0 364.0 11.82 11.82 4.8 414 1256.4 594 1098 1254 864 038 769.524 0 1170 NORTHWEST PARTITIONS Sales Rep: Connor Ball Ahern Rentals Cat -Class Cat/Class Description 620-5745 SCI5SORLIFT,19',32",ELECT Account Pricing *All Pricing is confidential* Typical Make/Model Skyjack SJ1113219 Account #265218 Contact #: 425-241-8004 Effective Date: 9/1/18 Rates Expire: 6/30/19 Daily Weekly 4 Week 115 250 345 620-5754 SCISSORL1FT,26',32",ELECT Skyjack 511113226 $ 165 325 575 620-5755 SCISSORLIFT,26',46",ELECT Skyjack S.11114626 $ 165 $ 325 575 620-5784 SC1SSORLIFT,32',46-48",ELECT Skyjack 5.11114632,11.G 3246E5 $ 185 475 $ 795 620-5759 SCISSORLIFT,26',68",GAS,4X4 All Electric Scissor Lifts larger then 32please call for quote Skyjack SJ6826RT, Genie GS-2668RT $ 195 $ 450 865 620-5786 SC1SSORLIFT,32',68",GAS,4X4 Skyjack SJ6832RT, Genie GS-3268RT 215 $ 515 $ 990 620-5798 SCISSORLIFT,43',GAS,4X4 Skyjack 518243, Genie GS-4390RT $ 285 $ 720 $ 1,500 620-5799 605-5645 605-5670 SCISSORLIFT,53',GAS,4X4 Genie GS-5390RT All scissor lifts larger then 53' please call for quote 1FORKLIFT,3600-5000LB,15'7",YARD 1Hyster H50, Yale GP050 FORKLIFT,5900L8,19',TELESCOPING $ 347 941 $ 2,500 Vard/Warehouse Forklifts 140 1$ 495.1$ 885 Xtreme 5919 Is $ 195 595 1,595 605-5675 FORKLIFT,6000L8,36',TELESCOPING Skytrak 6036 $ 340 $ 1,175 1,925 605-5683 FORKLIFT,8000LB,42',TELESCOPING XtremeXR842, Skytrak 8042 $ 365 $ 1,275 $ 2,350 605-5686 FORKLIFT,10000LB,54',TELESCOPING Skytrak 10054 $ 485 $ 1,575 $ 3,250 615-5711 L1FT,PERSONNEL,12',ELECT,2 MAN riel Lifts JLG 1230ES, Snorkel TM12 $ 105 $ 200 350 615-5721 LIFT,PERSONNEL,20',DRIVABLE,ELEC JLG 20MVL, Genie GR20 $ 125 $ 250 $ 400 600-5799 BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB JLG E300A1 200 800 $ 1,475 600-5850 BOOM,ARTICULATED,40',ELECTRIC,NARROW JLG E400AN, Genie Z40/23N $ 325 900 $ 1,575 600-5857 600-5852 BOOM,ARTICULATED,45',ELECT BOOM,TELESCOPING,40',DSL,4X4 JLG E450A1, Genie 245/25J DC $ 325 900 1,575 „.,74f7:Ett4*1,rear,taadg".,ZE:51a,":Iall,Illat184,StnMnke JLG 400S, Genie 540 $ 350 $ 895 $ 1,625 600-5797 BOOM,TELESCOPING,45',DSL,W/JIB Snorkel TB47J, Skyjack SJ45T $ 350 895 $ 1,625 600-5866 BOOM,TELESCOPING,60',DSL,4X4 JLG 600S, Genie 560, Snorkel TB60 $ 420 $ 1,095 1,995 600-5879 Additional: *All pricing is in U.S. Dollars and does not include Sales Tax or Environmental Recovery Fees *Delivery and pick up will be charged at $75 each way (per truckload) on standard loads within 30 miles of the servicing Ahern branch. * Deliveries over 30 miles, requiring permit, oversized loads or outside of normal business hours may be subject to additional fees. BOOM,TELESCOPING,66',DSL,W/1113,4X4 JLG 660SJ, Snorkel TB66J All reach boom lifts larger then 66' please call for quote. $ 420 $ 1,095 $ 1,995 Add $150 roundtrip delivery/pick-up fee, Environmental Fees and WSST (10.1°/0 in most cities) to the above rates. Take monthly total, add round trip fee, add in 10.1% for taxes to come up with a total. Take the total and divide by 20 man days in a rental month to get cost per man day, divide by 8 to get hourly rate. Example: 19' scissor lift: $345/month + $150 trip fee = $495 x 10.1% for tax = $545 $545/ 20 man days = $27.25 /day /8 hours = $3.41 per hour = charge rate. Pagel of 1 Ahern Initials Customer Initials Quote number: 9022 CO 32R Quote date: 1/16/20 Structural & Miscellaneous Steel Fabrication — Shearing — Press Brake — Plasma 102 South 100 West —P.O. Box 59 —Franklin, Idaho 83237 — Phone: 208.646.2600 — Fax: 208.646.2700 — www.lundahlironworks.com (Customer CHANGE ORDER # BNBuilders Attn: Jeff Clark 2601 4th Ave, Suite 350 Phone: 206-550-0960 Seattle, WA 98121 Fax: 206-382-3440 Project: Tukwila Justice Center Jobsite: Tukwila WA. We are pleased to quote the following for the above referenced project, GC RFI #333 added column support for the elevator guide rail supporting steel NOTE: Due to extreme volatility and demand in raw material market, we are only able to guarantee pricing until 1/17/20. After this time, we will need to re-evaluate on a daily basis to check material availability and increases. Section 232 has now been signed into law, and at this time we are unaware of what impacts this will create to the raw material market Description Material Labor GC RFI #333 2 columns,Base plates,connection plates, 12 hours @ $75.00 per hour Bolts, epoxy and structural plates Detailing $1,056 $900 6 hours @ $75.00 per hour $450.00 Freight 2,250 Exclusions Erection Fire Rating Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. Signature: Date: Please return a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company. Exclusions: Decking powder actuated fasteners and deck screws, Safety restraint systems, column covers, pre cast stair treads, Gage metal, Grout, Erection or Installation, Anchors for other trades, Concrete reinforcing, Aluminum, Stainless steel, Light poles, Signage, Engineering, Chain link fence, Finish paint (including powder coating), Buy-out Items, Roof curbs, Bridging attachments, Simpson clips, Special Inspections, Ornamental Iron, Catch Basins & Trench drains, Burglar Bars, Liquidated damages, Embed placement drawings, Templates, Stair nosing's, and all Items not specifically listed above. Notes: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied by General Contractor. Sub Total, $ 4,656 Sales tax @, $ Total Price, $ 4,656 ♦ CERTIFIE <C FABRILAI C; Total weight estimate, De1n.IM,s Archibald Dennis Archibald email: dennisa@lundahlironworks.com Terms: Net 30. Interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in writing before field repair can commence. Shop Welding per E70S-X. Lundahl Ironworks Company P.O. Box 59 Franklin ID 83237 (208) 646-2600 Fax: (208) 646-2700 Purchase Order 19022-00078 .wasoictitv, „ ir,tookwitot4 ,4* This number must appear on all invoices and shipping papers ISSUED TO: Tag Co P.O. Box 900488 DELIVER TO: Tukwila Justice Center 15045 Tukwila international Blvd. SANDY, UT 84090 Tukwila, WA 98188 TEL 208-705-8317 FAX Attn: Tonya Sharp Ship via FOB Point: Destination Issued 08-27-19 Deliver by: 08-28-19 A.M. Terms [x] Material Test Reports Required Quality reports and or certificates of compliance/comformance are required if applicable. Please provide prices and deliver), schedule before shipping. Notify us immediately if shipping schedule cannot be met. No. Qty Type Size Grade Length Weight Unit Cost Extended Cost 1 1 MI Freight Notes Load#13 $2,250.0000 /EA $2,250.00 Mat'I Cost Freight Sales Tax Cut Charges Total Signature: Issued by. OLENA PITCHER $2,250.00 $2,250.00 Inc.Apex Steel, 935 Kirkland Ave Kirkland WA 98033 425-861-9520 N4��69-2797 To: BNBui|dem 2OO14thAve 8uito35O Seattle VVA88121 Attn: Office Fax: 208'382-3440 Site Fax: SubContractor Chan�����d������posaUSu��K�ary - ' Project: 1300 JuoUoeCenb»r(CP) 15805Tukwila International Blvd Tukwila VVAU8188 Description nf'Change: RF|333 References: 027 Date Submitted: 01/07/2028 Apex Steel reserves the right to modify this proposal if site conditions have not been accurately represented. Cost Items Basic Hourly Small Tools & OH Amount Cost Total Consurnables % 40Hr JlW @ $90.84/Hr 3,63310 15 4,178.64 UHrnJKNOT@ $137J5/Hr 15 OHrsJ|VVDT@ $169.83/Hr 15 19' SL@*6.30H, 15 32' SL@ $6J6/Hr 15 65'AVVP@ $25.45/Mr 15 85'/WP'@y$40.86/Hr 15 10KFork|ift @ $42.80/Hr 15 Welding Outfit @$242O/Hr 198.00 15 222,64 Fume Extractor @ $4.86/Hr 15 RbbxHammer & Bits @ $16,44/Hr 131.52 15 151.25 Torch Cart @ $6.83/Hr 15 Hoisting '$2U0/Hr 15 Engineering 16 Detailing ' 15 Decking ' 15 Materials ' 15 Fabrication 15 AdjuuUnont' 0.47 0.47 Total Amount Requested: 4,553.80 From: 4lodd Harris Apex Steel, Project Manager To N1 AM L COMPANY Lisa Ridley DLR Group ?k Transi ' U 12/19/2019 01764 EMAIL ['HONE NA111E COMPANY EMAIL � bill. Bill Brown � BN8ui|dors ' � onn BrennaCbhbrenna.chr�tensen0�bnstensen BN8ui|ders | � buiders.c0nn Dillon Webster DLKGroup dwebster@dlrgroup.com EthanGernauShiels Obletz '| ethanb@sojsea.com ,Johnsen | om Jeff Clark BNBuilders Jeff.Clark@bnbuilders.c om Sabrina Ames DESCRIPTION OrCONTENTS OTY DATED | 13/16/2O19 206-382-3443 206-382-3443 206-461- 6045x73-6045 206-382-3443 206-838-3705 206-382-3443 206-382-3443 3U6-461- ' I 6094x73-6094 205-461- TITLE NUMBER SCALE SIZE TIC RFI #333 Steel Backing for Elevator Guide cORes` Ivan Farias (KPFF Consulting Engineers (WA)) Page 2of 2 '��� �����Group PURPOSE: sVGsssTnw: � � � � City of Tukwila Justice Center DATE SENT: 12/19/2019 73-17158-00 TIC RFI#333_SteeBacking for «enD: 333 Elevator Guide Rail RFI TRANSMITTAL ID: 01764 Answered w" VIA: Info Exchange Please reference TKE'sshop drawings for the hydraulic elevator. According to sheet 5 of7, 30"x6" steel backing is required for mounting the guide rails. It was confirmed by Northwest Partitions that the shaft wall is unable to support the loads provided byTKE (Sheet 4 of7) without any additional support. Please provide details for how the steel backing for the guide rails should be supported and mounted tothe elevator shaft wall and elevator pit. In addition to structural requirements requested above, please provide details for any requirements needed tomaintain fire rating. Enclosed in this RFI are the following documents for reference: - TKE Shop Drawing - Page 4 of - Load requirements for guard rail -TKE Shop Drawing - Page S of ' Locations guide rail support typical mounting details. . - Sketch of existing conditions - Page 1 & 2 - Sketch created bvBNB to represent existing conditions - Photos ufexisting shaft wall This will be an additional cost. Response (Answmrwu) from: Ivan panas (mpprConsulting Engineers (vxA)) 1. For connection atelevator pit: Use (2)1/2"epoxy adhesive anchors w/ 4" min embed. 2. For connection between level 2 and Roof see attached sketchesSSK' IF- KPFF 12/19/2019 Page luf2 Request for Information ' U���NW ^ ��y� .~.�.~�.�== B N0ui|d e ns Tukwila Justice @rConstruct. zs0osTukwila Inter. Blvd. Tukwila, WA 98188 BNB Project#1t8021~100 Date: December 16, 2019 Submitted To: Steve Schmitz DLRGmup, Inc 51 University Street 3uita6O0 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject- Steel Backing for Elevator Guide Rail Discipline: Structural Subcontractor Submitted B,Bill Brown BN Builders, Inc. 2601 4thAvenme, 5ude3SO Seattle, WA 98121 Tel: (206)382-3443 Subcontractor RF1Aa Question Please reference TKEsshop drawings for the hydraulic elevator According to she mounting the guide rails Itwas confirmed byNorthwest Partitions that the shaft TKE(Sheet 4nf7)without any additional support Please provide details for how supported and mounted tnthe elevator shaft wall and elevator pit [naddition tustructural requirements requested abov(�please provide details for Enclosed in this RFI are the following - TKE Shop Drawinq - Paqe 4 of 7 - Load requirements for guard rail TKEShop Drawinq'Paqe5of7'Locations guide railuuppmrt typical mounting ' Sketch nfexisting conditions ' Page 1&2'Sketch cnaatedbyBNBtorepresent - Photos of existing shaft wall This will be an additional cost Answer Date Required: 12/23/2019 et5nf7,30"x6" steel backing is required for wall isunable tosupport the loads provided by the steel backing for the guide rails should be any requirements needed tomaintain fire ratnc details existing conditions 1. For connection at elevator pit: Use (2) 1/2" epoxy adhesive 8nchOrSw/ 4" min embed. 2. For connection behm88O level 2 and Roof see attached 3 SSh-29 and SSK-]O. |F'KPFF 12/19/2019 Answered by - Date Answered: Copies To.,4mpany&contact Fax Page 1 of 4'-0 3/4" FETY BEAM 0-8' MIN. CLEAR INSIDE STARTING: SOLID GLOJ: 4,880 I VATION VIEW (CAR }I I 1 la/E IACK (TYP) Ur 11 FRONT) '£ CIR. OPENING 2 3/4' FLOORS 1,2 6'•0" ROUGH 2'-4' OPENING Q TYP. FLR. HOISTWAY PLAN 8'4' HOISTWAY WID 7-101/2" BACK TO BACK RAILS 7•.3" DISTANCE BETWEEN RAILS T-8' BETWEEN CENTER LINE OF JACKS PIT PLAN 23/4' Rail Forces OVER TRAVEL: BOTT( JACK MODEL: 2.5T T PLUNGER LENGTH: UPPEI. PLUNGER WALL THKUPPEI. PLUNGER O.D: UPPEI CYLNDER LENGTH: 8'-11 7/8" NET AREA: 15.904 BOTTOM CAR RUNBY: 6 EST. WORKING PRESS: 371 P£ (QTY) SPRING(S) #: (1) 78C JACK REACTION (EA.): 5,63 CAR FRAME S = 3.27 FORM I = 9.82 CROSS) RAIL FORCE, F —( 1—F2 P EA NAIL 405 AR > TA N AT RE T PUSH BUTTON MARKINGS: 1 CAR RIDING LANTERN: 5 NOTE A: OIL PIPE LINES AND FITTING NOTE B. ALL REACTIONS INCLUDE AL NOTE C: THYSSENKRUPP ELEVATOR HOISTWAY OR MACHINE RC NOTED: ELEVATOR DESIGN 8 FABRIC LAYOUT APPROVAL WILL BE THE FOLLOWING CONDITIONS MUST BE I • LIGHTING (MINIMUM 200LUX/19FT. CANC REQUIRED AT THE PIT LEVEL • A LIGHT SWITCH LOCATED 4'C" ABOVE I s A PLUMB AND PROPERLY VENTED HOIS • ADEQUATE SUPPORT FOR JACK, GUIDE • HOISTWAY BARRICADES AND ALL CUT)) ELECTRIC LINES. • ENTRANCE WALL WITH LINTELS MUST B 15' HIGHER THAN THE FRAME OPENING. CONFORMANCE WITH THE I MAFLED EN" • PIT LADDER PER CAR (ACCORDING TO • PIT LADDER LOCATION TO BE CONFIRMI • POCKETS IN CORRIDOR WALL FOR HAU NOTE: MUST BE LOCATED AS DIRECTED • SMOKE SENSORS. (AS REQUIRED) • ELEVATOR MEETS ASME A17.1 2010 Cot • AN 0'X 8' BLOCK OUT IS REQUIRED IN T SUPERINTENDENT. • SUMP PIT OR DRAIN AS REQUIRED BY LI • SAFETY BEAM REQUIRED PER OSHA 19; DESIGN LOAD = 5,000 LBS (STATIC, N( 5,11 'Ur RAIL 12L8° CLEAR OVERHEAD 16'4' RAIL 13.-6 NET TRAVEL RAIL 4LO" PIT DEPTH (---y-----. i------,--- + _ . E a Linn RAIL STACK SECTION VIEW FOR ELEVATOR: 1 CAR RAIL LINE LENGTH QUANTITY (6) LENGTH QUANTITY 8•-0" 2 1643" 2 5'-11 1/2" 2 RAILS AND BRACKETS - TOTAL QUANTITY RAILS (2) 6 FT SPLICES: 4 BRACKETS LEFT HAND RIGHT HAND QTY: 3 3 SPAN: 8" 8" 13,3' ROUGH OPENING HEIGHT 1 FLOOR TO FLOOR TRAVEL FLOOR TO FLOOR TRAVEL 1-2 13.-6" NET TRAVEL 13.-6" REAR OF NOISTWAY RAIL SECTION DIMENSIONS BRACKET LOCATION DIMENSIONS FRONT OF HOISTWAY Bracket Iocation CAR RAIL LINE BRACKETS AND INSERT LC LOCATION DESC 15'-9" MAX. UNSUPPORTED 11-6" ABOVE EMEEI BEL AT ALL FLOOR LOCATIONS REQUIREMENTS" TYPICAL SURFACE MOUNTING DETAILS BRACKET OA, 22 BRACKET OA 22- BRACKET Oil K OA. ORAC(ET OA. MEET INSTAI MOUNT FLUSH GROUT SOLID 9j 14 THK. BENT_ PLATE SEE P11414 CD THK, STIFFNER PL. STEEL_ BEAM 1V-10" 11-6" ov.414311.1 7(2.,M1( $1,1,S3G 13'-6" 12-3" -HSSIDX4X.275 STEEL_ POST liss4x2Aoc1 (81414PPN 11 6,712 b Section 1 page 2 14.4 OPENING Typ. 1 /4"x6"x36" Steel Plate STEEL_ BEAM 14 THK. STIFFNER PL. (TYP) 14v B10023 VII41421 07 7 14 THK. SHEAR PL.-- - N 0 ASTM F1852 BOLTS (TTF) HSS10)(4)075 / STEEL_ POST / 2 THK. CAP PL.-, 0 THK. BENT_ PLATE THK. PLATE 141 N 0 A307 BOLTS VERT LONG SLOTTED HOLE IN PLATE HAND TIGHTEN CM') 12' SHEATHING /OVER 5 12. NLY I I THX. STIFFNER PL \ -STEEL BEAM , 1410. SEE PLI14 0.37WIELK 1.0,12.017. E SEE MAI 13-11" Elevator Pit 8 -4"' \ -NEN Amu Drawing of existing conditions (Not to Scale) T.O.B SEE PLAN 4" Page 1 Densdeck shaft wall 1/4"x30"x6" Steel Plate 22" BRACKET O.A c1 1 11 © Stud framing Section 1 48 3/4" Page 2 m suoRpuo0 bu! \=' ,„ „ ',1,--7Tomnr,NARRAW,XAblVer • „„ — „ T's VAA , ,,,,AAVADANAVAAMA,P,A A. AAA A.40,61,AAAASA Awl A AANA,,,,AA.4A A4.!,,A14AAA, "‘AZAA,A,A AA, g',444iV4V „„, „ik,v,,,,„ • No. • 11111Wwwwww~mmont,AA, AAA. B/ROOF DECK AS -BUILT BEAM AS -BUILT CONCRETE ON METAL DECK T/LEVEL 2 AS -BUILT BEAM SSK30 • GUARD RAIL CONNECTION PER ELEVATOR MFR. HSS4x4x3/8 POST NOTES: 1. ADD HSS POST AT BOTH SIDES OF THE ELEVATOR SHAFT TO SUPPORT GUARD RAIL BETWEEN LEVEL 2 AND ROOF. 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com RFI 333 TUKWILA JUSTICE CENTER PROJECT NO. 1800576 DATE 12-19-2019 REFERENCE SHEET BY IF SKETCH NO. SS K-28 BASE PL 1/2X5X1'-0" HOLE SIZE PER AISC RECOMMENDATIONS HSS POST PER SSK-28 2-3/4' MIN ACROSS FLAT - 1/4 / ALL SIDES CL POST EDGE OF SLAB CL POST A -A SECTION (2) 1/2" EXPANSION ANCHOR W/ 2" MIN EMBED CL POST 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com RFI 333 PROJECT NO. 1800576 TUKWILA JUSTICE CENTER DATE 12-19-2019 REFERENCE SHEET BY IF SKETCH NO. SSK-29 T/BEAM AS -BUILT BEAM ADD PL 1/4" X FULL HEIGHT AT EA SIDE OF HSS 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff.com RFI 33 CL POST CAP PL 1/2 AT TOP (2) 3/4" THRU BOLT IN VERT LONG SLOTTED HOLES AT PLATES, HAND TIGHTEN. DOUBLE NUT AND PEEN THREADS HSS POST PER SSK-28 PROJECT NO. 1800576 TUKWILA JUSTICE CENTER DATE 12-19-2019 REFERENCE SHEET BY IF SKETCH NO. SSK-30 BNEluilders February 21, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 329 & 329.1 South 150th St. Utility Conflicts Dear Ethan, BNBuilders hereby submits our proposal for RFI 329 & 329.1 for the South 150th St. utility conflicts. This cost includes the potholing of the utilities. The total proposal of this subject work is Fifteen Thousand Five Hundred Seventy -Three dollars $15,573.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5107 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseaj.com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschmitz(@,dIrgroup.com) BNBuilders 2601 4'h Avenue, Suite 350 Seattle, WA 98121 T: 206382,3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCDIASI #: RFI 329 & 329.1 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 329 & 329.1 - South 150th St. Utility Conflicts COP #: 5107 DATE: 2/2112020 BP 31.00 Iliad $12,840.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) CG/CM Labor GC/CM Mark-up on MACC Costs Rounding Adjustment $12,840.00 $1,991.32 $741.57 $0,11 Total Change Request $15,573.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: RFI 329 & 329.1 CP #: 5107 Date: 2/21/20 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs Additional Survey (NSS) 16 105.75 $ 1,692.00 - $ - BIM (Live Utility Coordination) 4 74.83 $ 299.32 - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ _ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - - $ - $ - - $ - $ - _ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - - Total Cost of Work A. $ 1,991.32 $ - - B. - C. - BN,B BNBullders TJC Project No. SUBCONTRACTOR: DESCRIPTION OF WORK: Subcontractor CP Breakdown Summa Iliad Cost Event #: CP #: Document #: 55 Install C13 #10 in new location. Demo, sawcut and prep for added sidewalk in front of China Date: 1/14/2020 Pavillion Pothole and install Hydrant in new VSUBCONT !RDIRECr A. DIRECT LABOR COSTS B. MATERIAL COSTS C. EQUIPMENT COSTS D. SUBTOTAL DIRECT WORK ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) ( Per Cost Breakdown Attached) (Total A, B, C, and D Above) 4,305 779 2,418 7,502 G. Subtler Subcontractor Cost 1) Pro -Vac (Subcontractor Estimates Attached) 2) Evergreen Sawcut 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee 2,115 $ 1,250 $ $ $ - $ 3,365 $ 111. FEE Breakdown Per ContractP' A. Fee on Direct Work (Item E) 15% 1,125.32 B. Fee on Subtler Subcontractor Direct Costs (Item H) 6% SUBTOTAL (Total of Parts 1, II, Ill Above) Liability Insurance Bond Costs 5.80°A 1% TOTAL (Total of Parts I, II, III, IV Above) VI. UNIT PRICE TOTAL TOTAL $ 11,992 696 152 12,840 COP Cost Breakdown Project Name: TJC Cost Event #: 55 Project No. CP #: Subcontractor Iliad Document#. Work Description: Date: 1/14/2020 Install CB #10 in new location. Demo, sawcut and prep for added sidewalk in front of China Pavillion. Pothole and install Hydrant in new location Spec Section Description Quantity Unit Prod. Hours A. Labor B. Material C. Equipment. $/Unit Costs D. Contract Unit Price Unit Prices Cost $/hour Cost $/Unit Costs Operator 1 ea 16 71.46 $ 1,143 $ - $ - $ Laborer 1 ea 16 59.91 $ 959 Laborer 1 ea 16 59.91 $ 959 $ - $ - $ -. Excavator 1 ea 16 $ - $ = 52.05 $ 833 $ - Loader 1 ea 16 $. - $ - 44.12. $ 706 $- -.- - Tool Truck 1 ea 16 $ - $ - 8.04 $ 129: ,$ - Piste Compactor 1 ea 16 $ - $ - 23.40 $ 374 $ - Pea Gravel Bedding 5 ton $ - 25.00 $ 125. $ - $ - Export spoils 12 CY $ - 20.00 $ 240 $ - $ - Concrete base rock 5 ton $ - 74.80 $ 374 $ $ - Potholing $ $ $ - $ Operator 1 ea 4 71.46 $ 286 $ - $ - $ - Laborer 1 ea 8 59.91 $ 479 $ - $ - $ - Laborer, Flagger 1 ea 8 59.91 $ 479 $ - Excavator 1 ea 4 $ $ -. 33.93 $ 136 $ - Loader 1 ea 4 $ - $ - 44.12 $ 176 $ - Tool Truck 1 ea 8 $ - $ - 8.04 $ 64 :$ - Material Export 2 CY $ - 20.00 $ 40 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $. - $ - $ - $ - $ - $ - $ - $. - $ - $ - $ - $ $ - $ - $ - $- $. - $ $. - $ - $ - $ - $ - $ - $ - $ - $- $ - $ - $ - $ - Total Cost of Work A. Total Cost of Unit Price Work $ 4,305 8. $ 779 C. $ 2,418 D. $ 7,502. DLR Group FK � � ~ *1 11 � u City ofTukwila ]usdoeCenter DATE SENT: 13/17/2019 73-17158-00 T]C RFI #329_S 150th St. Utility RFI/c' 329 Conflicts RFI TRANSMITTAL ID: 01755 Additional Information Needed t, Info Exchange a Iliad |ed storm drainage crossings and fire hydrant locations along 5 150th St. and discovered multiple conflicts impacting contract work. See attached sheets, photos, and descriptions: CB#1U(C9.01): White potholing the location ofCB#1Oexisting conduits andaconcrete duct bank were found tobe|nconflict with where C8#10 ^ iscurrently shown to beonthe C9.O1.Conduits and ductbmnkare roughly 3' deep and fall within proposed location ofCB#1O. See the attached document for location and photos. Please advise. CB U1]: '~ VVhi|a potholing, a 2" gas line was found North of CB #05 to have an invert elevation of338.g2.The proposed 'I.E.for the storm run to Area Drain #517 is 338.2'. This conflict prevents installing the run to AD #517 per plan. Seethe attached photos on C9^0I. Corn and electric conduits were also found while potholing on the north side ofS 150thSt. Inaddition tothe gas line mentioned above, these lines also interfere with installing this pipe run atthe locations shown onthe drawings. East Fire Hydrant Replacement (C4.01)/ At proposed location of fire hydrant replacement, conduits lie about � north ofthe main at the sarnee|euotionoftbe8" water main invert. This prevents the installation ofthe tee and gate valve for the replacement hydrant. Inverts of said lines measured in the field: 4"water: 339.13' Comm: 338.87' 8"water: 337.93' Power:338,3T Please advise and provide direction on these conflicts mentioned above. Response dInformation Needed) from: Michael we,seth(mppr Page I of 2 ?tFl Trans oxTs` 12/17/2019 ID: 01755 Remarks: See attached KPFFresponse and markup. Additional information will be needed torevise the drawings. Coordination between City ofTukwila and adjacent property owners will also be required to accomplish the extended sidewalk solution. FROM NAME COMPANY Sabrina Ames | OUlGrVupNAME TO cMxz pnomE 3U6-461- sannes@d|rgroup.cnnn | i6094x73-6O94 COMPANY EMAIL PHONE om QTY DATED TITLE NUMBER SCALE SIZE /--__-- '-__ _'__. _ / ` | 1 | 12/1 | u�wr�*r��y_� ��ucn�t. | | | ^°~~^~ ! Utility cop«sS: Bill Brown ui|ders) BrennaChhstansen ui|ders) [%||on Webster (DLRGruup) EphnannHarsh (BN8ui|ders) Ethan Dernau (Shie!s{JbletzJohnsen) [SeriUrbas /BNBUi|de Jeff Clark 8NBui|dens) Sabrina Ames (DLR6;roup) Steven Schmitz (OLRGroVp) Rc—quest for Information � �����&�"-���4� ^~^~^~~~^ ~°~~= 6 NU9wi|dorm Tukwila Justice Ctr Construct. 15005Tukwila Inter. Blvd. Tukwila, WA 98188 �8021.100 Date: December 11, 2019 Submitted To: Steve Schmitz DLRGroup, Inc. 51 University Street Suite6OO Seattle, WA 98101 Te|:2O5.46l.6UUO Fax:2O0.4bl.0U49 Sub/mz� S1SUthSt. Utility Conflicts Discipline., Civil fuhnittedfy.- Bill Brown BNBuilders, Inc. 26O14thAvenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Document Reference [9.01,C4.01 fpecSectim: 56bunrtrsutr Iliad Inc. 50bcontr*o±r RF1 Na 4 Question Date Required: 12/18/2019 Iliad potholed storm drainage crossings and fire hydrant locations along SlSOthSt. and discovered multiple conflicts impacting contract work. See attached sheet� photos and descriptions: CB #10 .0 White potholing the location cfC8#lO existing conduits and a concrete duct bank were found to be in conflict with where C910 iscurrently shown tnbeonthe (9.n1.Conduits and ductbankare mugh|yYdeep and fall within proposed |ocaUnno[C8¥1U.See the attached document for location and photos Please advise. CB#OS([9O1): While potholing, a 2" gas line was found North ofC8#05tohave aninvert elevation The E,for the storm run to Area Drain #517 is 338.2'. This conflict prevents installing the run to AD#517 per plan. See the attached photos on C9.01. Com and electric conduits were also found while potholing on the north side of S150th St. In addition to the gas line mentioned above, these lines also interfere with installing this pipe run otthe locations shown onthe drawings East Fire Hydrant Rep|acennent(C4.U1): At proposed location of fire hydrant replacemen¢ conduits lie about 1' north of the main at the same elevationof the8" water mair invert. This prevents the installation of the tee and gate valve for the replacement hydrant Inverts ofsaid lines measured inthe field 4^water: 339.12' Comm:338.87 8"water: 337.9 Power: 338.37' Please advise and provide direction on these conflicts mentioned above Answer Additional information requested. See attached sketches for potential alternate solutions and proposed pothole locations. Coordination between City of Tukwila and adjacent property owners will be required to assess feasibility of additional sidewalk. MHerseth [Kp F, 12/1 Page 1 of 2 Request for Information RFI No: 329 B N Builders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd, Tukwila, WA 98188 BNB Project # 118021.100 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 2 of 2 Iliad, Inc. 1107 South Baily Street Seattle, Washington 98108 Phone: (206) 282-4200 RFI #4 Project: Tukwila Justice Center 15045 Tukwila International Blvd Tukwila , Washington 98188 Utility conflicts along S 50th St. TO: Dominic Barashkoff (IliadNW) DATE INITIATED: 12/11/2019 LOCATION: PROJECT STAGE: SUB JOB: COST IMPACT: Yes (Unknown) DRAWING NUMBER: C9,01, C4.01 LINKED DRAWINGS: RECEIVED FROM: COPIES TO: FROM: Dominic Barashkoff (IliadNW) STATUS: Open DUE DATE: 12/13/2019 COST CODE: SCHEDULE IMPACT: Yes (Unknown) SPEC SECTION: REFERENCE: Question f Dominic Barashkoff (IliadNW) at 02:11 P on 2/11/2019 Iliad potholed storm drainage crossings and fire hydrant locations along S 150th St. and discovered multiple conflicts impacting contract work. See attached sheets, photos, and descriptions: CB #10 (C9.01): Existing conduits and concrete duct bank were exposed and conflict with the proposed location of CB #10. The proposed structure falls within the existing ductbank. CB #05 (C9.01): 2" gas line immediately north of CB #05 has invert of 338.92' and proposed I.E. of storm run to Area Drain #517 is 338.2'. This conflict prevents the run to AD #517 from being installed per plan. Potholing was also done on the north side of S 150th St. and the comm and electric conduits also interfere with this pipe run at that location as well. East Fire Hydrant Replacement (C4..01): At proposed location of fire hydrant replacement, conduits lie about 1' north of the main at the same elevation of the 8" water main invert.' This prevents the installation of the tee and gate valve for the replacement hydrant: Inverts of said lines measured in the field: 4" water: 339.12' Comm: 338.87' 8" water: 337.93' Power: 338.37' Please advise and provide direction on these conflicts. Awaiting an Official Response All Replies: BY DATE COPIES TO Iliad, Inc. Page 1 of 1 Printed On: 12/11/2019 02:11 PM 39' RT JTH) JRB DT )9' RT ►OT TD xXZ D .ZZ►v-4 STA. 35+92.18, 10.00' CL OF 24' DRIVEWAY COT STD PLAN RS-08 STA. 36+27.99, 24.50' BEGIN 6" VERTICAL CUR WITH CURB TRANSITION SEE DETAIL 1 SHEET C9 \_ \ \ \ \_. \_ t 1 STA. 36+33.24 i• AREA DRAIN #517 MATCH EXISTIN GRADE AT BOTTO OF PROPOSED CURB I, 'STA. 36+72.01 ND DOUBLE CENTERLINE STRIPING ti\ +/r 76 SEE C6.00 FOR STORM DRAIN CB! 'PIPE.;..°.:.__ `\fir 1E 338.76 / 0-`�LR Group DLR Group NAME Sabrina Ames City ufTukwila Justice Center 73-17158-00 T]C RFI #329.1_S 15OthSt. Utility Conflicts RFI Answered � m 2 I I VIA: Email f- ii Additional information was requested bythe design team in the response to RFl 339, which has been included for reference in this RFI. This information has been provided but direction for the two storm drain lines crossing 150th were not reflected in ASI 24issued 1/8/20as originally discussed. Please provide updated drawingsfor the storm drainage and confirm the fire hydrant installation per ASI 24 is the most current. Response (Answered) from: Michael Herseth (KPFF Consulting Engineers (WA)) Additional information was providedto KPFF via email on January 3, 202O;however that information was not included with RFI3Zg.1.The relevant email has been attached to this RFl response for the project record. Plan information for CB #10 is included in the attached sketch. Area Drain #517 andthe corresponding storm drain lateral shall deleted from the plans. The sidewalk and curb along the north side of 1SOthStshall beextended per the attached sketch. The fire hydrant near the intersection of 150thStand Tukwila International Blvd shall be constructed per ASI-24. M Herseth[KPFF, 01/10/2020] | DUR(5roup COMPANY Bill Brown BNBuilders EMAIL PHONE Page 1nf2 F1 Tr |nsittal 1/13/2O2O 01829 COMPANY � EMAIL DESCRIPTION opCONTENTS NUMBER SCALE STZE 1/9/2020 St. Utility EHU Brown (BNBui|ders) BcennaChhatenson (BNBui|ders) Dillon Webster OLRGmup) EphnsnnHarsh (BNBui|ders) Ethan Bernau (Shie|s/Jb|etzJohnsen) GeriUrbae (8N ||d Jeff Clark (GNBui|de Sabrina Ames (OLR Group) Steven Schmitz (DLR<3noup) Page 2 of 2 Request for Information RFI No: 329.1 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd, Tukwila, WA 98188 BNB Project # 118021.100 Date: January 09, 2020 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: S 150th St. Utility Conflicts Revision Discipline: Civil Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor: Iliad Inc. Subcontractor RFI Na Question Date Required: 1/16/2020 Additional information was requested by the design team in the response to RFB29, which has been included for reference in thi RFI. This information has been provided but direction for the two storm drain lines crossing1.50th were not reflected in ASI 24 issued 1/8/20 as originally discussed Please provide updated drawings for the storm drainage and confirm the fire hydrant installation per ASI 24 is the most current Answer Additional information was provided to KPFF via email on January 3, 2020; however that information was not included with RFI 329.1. The relevant email has been attached to this RFI response for the project record. Plan information for CB #10 is included in the attached sketch. Area Drain #517 and the corresponding storm drain lateral shall be deleted from the plans. The sidewalk and curb along the north side of 150th St shall be extended per the attached sketch. The fire hydrant near the intersection of 150th St and Tukwila International Blvd shall be constructed per ASI-24. M Herseth [KPFF, 01/10/20201 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 To: Jeff Clark vJef.Clark0abnbuUdenxcom>;Bill Brown Bill. buik]erszom>;Dom Bresee «dominicPNiadnv^omm>;David Dor|and«daoid@Uiadnw.00m> Cc: Austin Proctor <Austin. Proctor(@ bnbuilders.com>; Dwayne Goddard <Dwayne.Goddard(cDbnbuilders.com> Subject: RE: TJC RFl #3295 150th St. Utility Conflicts (Additional Information Needed).pdf VVehave investigated Pothole Option 2for the Catch Basin and crossing -�ofS1SDmand determined itwill befeasible to install at this new location given the conditions we observed in the field. We have also potholed attheupdatedhydmnt|ooatinnbetwee the bollards per email sent muJanuary 2nd.See attached photos for avisual. - The requested e|evations include: Top of6"Water @ valve: 338.67^ Top of6"Water @ gas crossing: 3]9.27' Top of2"gas: 33O,SI' Please provide direction to proceed with the CB install at the new location as well as direction and location to installthe new fire hydrant. . . Additional costs for the CBwill include sewcutacross S15Ometthe new location. ' ' ` Dominic Barashkoff Office: 206-282-4200 Cell: 206-880-9203 r ri 39' RT / JTH) 1RB OT )9' RT )OT TD P 11. STA. 35+92.18, 10.00' CL OF 24' DRIVEWAY PE • COT STD PLAN RS-08B • 7: • • • MATCH EX NG GRADE AT `' 0TT0M OF PROPO`"' D CURB N� t S , 3-72 m 0.0' 20.0' SIDEWALK EXISTING GRADE 10.0' TRAVEL LANE /:\ '-.ILili. 4"..tirAi.,..#".Ylr..".17 y�'.�.ar .r a*varv. .: r ....:.. /.� /.\ \ ///\/i\ CURB AND GUIILR PER COT STD PLAN RS-09 10.0' TRAVEL LANE 30.0' 8.0' PARKING FLOW LINE MATCH EG 6.0' LOAI CU (BI \//\/i\/ \//, \/,\/4\//\\</� f\��\ :\&&.&',‹,. 2" GRIND/OVERLAY S 150TH ST - FULL STREET IMPROVEMENTS B SCALE: 1 "-5' �� 0�����Group ounGmup i A 11 C III PROJECT: City of Justice Center DATE SENT: 12/17/2019 73-17158-00 suBJecr: T]CRFl 15OthSt. Utility RFIoz 329 Conflicts TYPE: RFl T«AmSmrrrALlo 01755 Additional Information Needed VIA: " do Info Exchange Iliad potholed storm drainage i fire hydrant locations along S 150dh St and discovered multiple conflicts impactingcontract work. See attached sheets, photos, and descriptions: CB #1O 1l/ White potholing the location ofCB#1O,existing conduits and aconcrete duct bank were found to be in nM C13#10 ° is currently shown to bemnthe C9.O1.. Conduits and ductbankare roughly 3' deep and fe|| within proposed location ofCB#1O. See the attached document for location and photos. Please advise. CB .Q1): While potholing, a 2" gas line was found North of CB #05 to have an invert elevation of 338.92'. The proposed I.E. for the storm nun to Area Drain #bl/ /s 338.2'. This conflict prevents installing the run toAO#517per plan. See the attached photos nnC9.U1. Conl and electric conduits were also found while potholing on the north side ofS 150th St. In addition to the gas line mentioned above, these lines also interfere with installing this pipe run at the locations shown onthe drawings. . HydrantEast Fire ent [4.01) At proposed location of fire hydrant replacement, conduits lie about 1' north of the main at the same elevationof the 8" water main invert. This prevents the installation of the tee and gate valve for the replacement hydrant. Inverts of said lines measured in the field: 4"wmtar: 339.12' Comm: 338.87' B"vvater: 337.93' Power:33B.37' Please advise and provide direction on these conflicts mentioned above. Response (Additional Information Needed) from: Michael Hemeth (mPFF Page 1 of 2 DATE: ID: Transmittal 0g 01755 See attached KPFFresponse and markup. Additional information will be needed to revise the drawings. Coordination between City ufTukwila and adjacent property owners will also be required to accomplish the extended sidewalk solution. NAME 'I COMPANY Sabrina Ames TO DLR Group — | EMAIL | pn0me / 206-461- sa mes@dlrgroup.com PHONE / | Bill Brown 8ui|dars ox/'orownV�onouxocrsz | ' onn DESCRIPTION OF CONTENTS QTY DATED TITLE NUMBER SCALE 206-382-3443 COPIES: Bill Brown BrennmChhytensen ( kdera) Dillon Webster (DLRGnmup) EphrarnHarsh (BNBui|d Ethan Bernau (Shie|sOWetzJohnsen) GariUrbas /BNBui|ders Jeff Clark BNBul(ders Sabrina Ames r(]LRGroup Steven Schmitz (DLFiGroup) ^ Page 2ofZ �0 B N BmDd exy Request for Information ' RFINop3^9 Tukwila Justice Ctr Construct. 1S0n5Tukwila Inter. Blvd. Tukwila, WA 98188 Date: December 11,2O19 Submitted TzSteve Schmitz f6bmittedSy.-Bill Brown DLRGroup, Inc. 0VBuilders, Inc. 51Unkersity Street I0014t Avenue, Suite 3SU Sude6O0 Seattle, WA 98121 Seattle, WA 98101 Te|:(3V6)3B2'3443 Te|:ZO6,461.6O0O Fax:2O5.401.6O49 5ubject' S 150th 3t. Utility Conflicts ' Discipline- Civil Document Reference C9.01,C4.01 Snecfectioxr Subcontractor Iliad Inc. fld,omtraoior Rf18kx 4 Question Date Required: 12/18/2019 Iliad potholed storm drainage crossings and fire hydrant locations along S150thSt. and discovered multiple conflicts impacting contract work. See attached sheets, photos, and descriptions: White potholing thelocation of['--10 existing conduits and a concrete duct bank were found to be in conflict with where C910 is currently shown to be on the C9.01. Conduits and ductbank are roughlyT deep and fall within proposed location of CW10. See the attached document for location and photos Please advise. [8#OS(C9.01): While potholing, a 2" gas line was found North of CB#05 to have an invert elevation of338.92'. The proposed I.E. for the storm run to Area Drain #517 is 338.2'. This conflict prevents installing the run to AD#517 per plan. See the attached photos on C9.01. Com and electric conduits were also found while potholing on the north side of S1.50thSt. [naddition tothe gas line mentioned above, these lines also interfere with installing this pipe run at the locations shown on the drawings East Fire Hydrant Replacement (C4.01): A1proposed location of fire hydrant replacement conduits lie about 1' north of the main at the same elevationof the8" waternmir invert. This prevents the installation of the tee and gate valve for the replacement hydrant Inverts of said lines measured inthe field 4"water: 339.12' Comm: 338.87' 8"vvater 337.93' Power: 338.37' Please advise and provide direction onthese conflicts mentioned above Answer Additional information requested. See attached sketches for potential alternate solutions and proposed pothole locations. Coordination between City of Tukwila and adjacent property owners will be required to assess feasibility of additional sidewalk. MHerseth[KPFF12/1 Page 1 of 2 Request for Information RFI No: 329 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 2 of 2 1 Iliad, Inc. 1107 South Baily Street Seattle, Washington 98108 Phone: (206) 282-4200 1 RFI #4 Project: Tukwila Justice Center 15045 Tukwila International Blvd Tukwila , Washington 98188 Utility conflicts along S 150th St. TO: Dominic Barashkoff (IliadNW) DATE INITIATED: 12/11/2019 LOCATION: PROJECT STAGE: SUB JOB: COST IMPACT: Yes (Unknown) DRAWING NUMBER: C9.01, C4,01 LINKED DRAWINGS: RECEIVED FROM: COPIES TO: FROM: Dominic Barashkoff (IliadNW) STATUS: Open DUE DATE: 12/13/2019 COST CODE: SCHEDULE IMPACT: Yes (Unknown) SPEC SECTION: REFERENCE: Question from Dominic Barasilk°f1(illaciNVV) at 02:11 PM on 12/11/2019 Iliad potholed storm drainage crossings and fire hyd ant locations along S 150th St. and discovered multiple conflicts impacting contract work. See attached sheets, photos, and descriptions: CB #10 (C9.01): Existing conduits and concrete duct bank were exposed and conflict with the proposed location of CB #10. The proposed structure falls within the existing ductbank. CB #05 (C9.01): 2" gas line immediately north of CB #05 has invert of 338.92and proposed I.E. of storm run to Area Drain #517 is 338.2. This conflict prevents the run to AD #517 from being installed per plan. Potholing was also done on the north side of S 150th St. and the comm and electric conduits also interfere with this pipe run at that location as well. East Fire Hydrant Replacement (C4.01): At proposed location of fire hydrant replacement, conduits lie about l' north of the main at the same elevation of the 8" water main invert. This prevents the installation of the tee and gate valve for the replacement hydrant. Inverts of said lines measured in the field: 4" water: 339.12' Comm: 338.87' 8" water: 337.93' Power: 338.37' Please advise and provide direction on these conflicts. Awaiting an Official Response All Replies: BY DATE COPIES TO Iliad, Inc. Page 1 of 1 Printed On: 12/11/2019 02:11 PM 39' RT JTH) JRB OT )9' RT 10T CL OF 24' DRIVEWAY COT STD PLAN RS-08 N 01 01 01 STA. 36+27.99, 24.50' BEGIN 6" VERTICAL CUR WITH CURB TRANSITION SEE DETAIL 1 SHEET C9_ STA. 36+33.24 A DRAIN #517 GRADE AT BO OF PROPOSED CURB STA. 36+72.01 END DOUBLE CENTERLINE STRIPING rr 11) SEE C6.00 FOR STORM DRAIN BNBuilders February 07, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI-296 Storefront Corner Detail Dear Ethan, In accordance with RFI-296 Storefront Corner Detail, BNBuilders hereby submits our proposal for the additional break metal. The total proposal of this subject work is Five Thousand One Hundred Forty Five Dollars $5,145.00. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5114 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek(soseal.com) Geri Urbas (cieri.urbasbnbuilders.com) Steve Schmitz (sschmitz(@,dIrcwoup.com) BNBuilders 2601 4'h Avenue, Suite 350 Seattle, WA 98121 T: 206 382 3443 F: 206 382,3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. CCD/ASI #: RFI 296 COP #:5114 DATE: 21712019 DESCRIPTION OF CHANGE: Add Interior and exterior break metal with mineral wool per RFI 296 BP 08,40 General Storefront 4,899.82 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark -upon MACC Costs Rounding Adjustment $4,89982 $244.99 $0.19 Total Change Request 45.00 To the best of my knowledge and belief, ► certify that all costs listed above are correct. Contractor Signature Date GENERAL STOREFRONTS, INC. COP/CHANGE ORDER SUMMARY Project Name: Tukwilla Justice Center Subcontractor: General Storefronts, Inc. Date 2/3/20 RFI # 296 Description: RFI 296: Add interior and exterior break metal with mineral wool at both ends of frame 5.4B in lieu of storefront corner post. Cost includes rebuilding the frame and additional equipment rental. 1. MATERIAL COSTS a. material costs 1,467.39 b. freight costs (itemize) 2. EQUIPMENT COSTS a. rental equipment (per spec approved source) b. owned equipment (per invoices attached) 675.0D 3. JOBSITE COSTS a. labor 1,954.32 a. material costs$ 4. OVERHEAD & PROFIT a. NTE 15% portion of 1, 2, & 3 614.40 5. SUB -TIER CONTRACTORS I SUPPLIERS a. b. c. d. 6. OVERHEAD & PROFIT ON SUB -TIER CONTRACTORS a. NTE 5% of Line 5 for each sub -tier 7. INSURANCE I TAXES a. volume driven liability Insurance b. volume driven b&o taxes 8. Bond 1. MATERIAL COSTS. $ 1,467.00 2. EQUIPMENT COSTS $ 675.00 3. JOBSITE COSTS $ 1,954.00 SUBTOTAL 1 thru 3 4,096.00 4. OVERHEAD & PROFIT $ 614.00 5. SUB -TIER CONTRACTORS $ 6. OVERHEAD & PROFIT ON SUBCONTRACTORS $ 1.000 % of 1-3 & 5 $ 40.96 % of 1-3 84 5 $ 1.000 % of 1-3 & 5 $ 40.96 Bond 2.250 107.82 7. INSURANCE $ 82.00 TOTAL COST TOTAL COST INCLUDING BOND $ 4,792.00 4,899.82 GSI-003- RFI 296- Revised JH Page of Issued 2/3/2020 GENERAL STOREk ONTS, INC. COST BREAKDOWN Project MOTIF): TukwUta Justice Center Project No. 19-021 Description Quantity Unit Type Labor Materlal Unit $ Cost Unit $ Cost- GSI CO No. , 3R. COP/CCD / PR RFI No. .- 1401.296 Date: .2/3/19 R Unit S Equipment Total Cost Labor Materials Apprentice 0' Journeyman Foreman Driver 6 Project Manager 0 Project AdmInstrator Administrative Safety Costs Document Reproduction SmallTools Jobsite Subtotal hrs 11 hrs hrs hrs Is Is $80.43 5. $84.94 $ 764.45 -12 $ 775.09 $69.13 $ 414.78 $77.37 $ $48.28 $ $40.20 $ 1,964.32 $0.00 $ $0.00 $0.00 $ Aluminum 1 Glass 1 Mirrors 1 Sealant 1 VVindows Automatics Mlsc Material, screws tape Paint 1,954.32 Is Is Is Is Is Is Is 5306,33 $ 308.33 $0.00 $ $0.00 $ $182.27 $ Travel/Parking Flashing Hardware Is $0.00 $ $0.00 $ 18227 $0.00 5 150.00 Skylights/Canopies Shop Drawings Materials Subtotal Is Is Is Is $0.00 $ $0.00 $ $225.79 $ 226.79 $0.00 $ $0.00 $ $800.00 $ 800.00 1,467.39 1,467.39 Equipment Rental .5 Is Equipment Subtotal Total Cost of Work 675.00 676.00, 675.00 1,954.32 $ 1,467.39 675.00 4,096.71 GSI-003- RFI 2BB Papa of [lamed 2/3r2Q20 PROPOSAL January 28, 2020 General Storefronts JessicaPcienstorefront.com Attention: Jessica Heard Subject: Quote No. 20015 063. Bik. Flashing brake shapes SCOPE: Ershi p vide the following brake shapes (2 pc.) Fabrication price for 2 pieces .......... .......... $ 226.79 NOTES: NIA SCHEDULE: Upon customer request Exclusions: • Delivery Terms:- Net 30 days. Taxes are excluded. FOB Ershigs Shop, Prices are good for days. This offering is based on Ershigs, Inc, Standard Terms and r ERSl-�1�5 Metal Division mar supplied drawing/ email request. .1 attached. We trust you will find our proposal satisfactory. It you have any questions, please do not hesitate to contact:us at the shop, Sincerely, ERSHIGS, INC. Shell Barmore Shop Foreman, Fabricator 360I527-3454 Shop Job Name: Tukwila Job Number 017344Q-001 Date Sent: 1129/2020 t 1 Sales Rep: Nolan Ernotte Phone: 216-6444442 E-mail: nolan@window .corn Gust #:5386 GENERAL STORE FRONTS 3314 CEDAR ST. #A, NULL EVERETT, WA, 98201 Attention: Jessica Heard Phone: 360.474.8410 Fax: 360,474.8421 Cust Email: jessicaggenstorefront.com This Material Proposal is based on: Customer entry via KawneerDirect self service utility - Price subject to change based on actual order details at time of purchase This Material Proposal includes: Item i Description Finish Code / Description Quantity Item Net Sell,SUSa 1. 451TCG 1-29-289 MULLIONJSILLIJAMB 29 29 Black 1 $ 256.76 I Description Finish Code / Description Quantity Item Net Sell $USD 2. 451CG004-29-289 GLASS TOP 29 ' 29 Black 1 $ 51.57 Total 8ase $USD 308.33 Page 1 of 2 Request for Information RFI No: 296 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: November 12, 2019 Submitted To: Steve Schmitz Submitted By: Ephram Harsh DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Storefront Corner Detail Discipline: Architectural Subcontractor: General Storefronts Inc. Subcontractor RFI No Question Date Required: 11/19/2019 Please provide detail of Storefront corner condition per response to submittal 05-084113-1. Please see attached for location. Answer See attached detail. Provide thermal insulation where void break alu num is provided in lieu of corner member. Answered by: Steve Schmitz DLR Group Date Answered: 11 /15/2°1 9 Copies To: Company & Contact Fax Notes Page 1 of 1 This is -.;orner. !?*,:••sqktinh•W • \*A mWs4.146,,. t'A‘4414, NOV X, VAN 4.44t4t4, ‘,A Please provide detail at this SF Corner Breakshape ie Foil Face L-Angle BNBuilders February 07, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI-372 Downspout Access Panels Dear Ethan, In accordance with RFI-372 Downspout Access Panels , BNBuilders hereby submits our proposal for the flexible flashings and back angle. The total proposal of this subject work is Two Thousand Five Hundred Twenty Dollars $2,520. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5117 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseai.com) Geri Urbas (geri.urbasbnbuilders.com) Steve Schmitz (sschmitz(@,dIrgroup.com) BNBuilders 2601 4' Avenue, Suite 350 Seattle, \NA 98121 T: 206,3823443 F: 206.382.3440 Tukwila Justice Center GCICM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 372 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Add access panels to shrouds and wyes on downspouts COP #: 5117 DATE: 2/7/2019 BP 07.40 Northshore $ 2,399.88 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,399.88 $119.99 $0.13 Total Change Request $2,520.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date NORTHSHORE Itemized Change Order Proposal Attention: Project: cop/ RFI #: Ephram Harsh Date: NSE Ref: By: 12/18/2019 Tukwila Justice Center NSE 48 RFI 372 Kristi Gouy Work Description Supply and install shroud in shroud and screw on Bat hardware) and downspout QUANTITIES LABOR MATERIALS EQUIPMENT access panels(cut hole cover - no hinges or wyes No of Unit Units Description 5/Hour Total $/Unit Total Rate Total Labor Shop Journeymen 2 Per Hr $ 82.43 $ 164.85 $ - - Shop Foreman Per Hr 87.95 $ - - - Field Journeymen 8 Per Hr $ 79.23 $ 633.84 $ $ - Field Foreman Per Hr $ 85.22 $ - - - Apprentice 20 Per Hr $ 59.13 $ 1,182.60 $ - - Delivery Driver Per Hr $ 43.77 - - $ - Material $ - $ - $ - - - $ - $ - - $ - $ - Equqament 20 ft flat bed 0 Per Hr - $ - $ 57.00 - 8 ft 1/2 ton Per Hr $ - $ - 32.29 $ - Finn Power Shear Genius Per Hr $ - $ - $ 396.14 $ - RAS 90 Break 1 Per Hr $ - $ - 74.28 $ 74.28 CNC Router Per Hr $ . - $ 89.51 - Salvagnini Per Hr $ - - $ 342.57 8 - 45 ft boom Manlift (Rented) Day - - $ 450.00 - 65 ft Boom Manlift (Rented) Day $ - - $ 500.00 $ - 26 Ft Scissor Lift 1000# (rented) Day $ - $ - $ 30 .00 $ - - - $ - Subtotals Safety act expense @ 2% of direct labor Small tools expense @ 3% of direct labor Transportation $4.76 per Field Foreman Hour Subtotals without overhead & profit Other Expense: Contractor Total Value of work for $ 1,981,29 5 - 8 74.28 8 - 1,981.29 $ - $ 74.28 Subtotal of all expenses (labor, materials, & equipment) liability insurance = 1.75% of labor, materials, & equipinent Total value of work for this contract before overhead & profit 15 % overhead & profit this contract including overhead & profit $ 2,055.57 S 35.97 8 2,091.55 S 308.34 $ 2,399.88 Exclusions: Note: All owned equipment rates are from the National Roofing Contractors Association's, "Roofing Contractors Equipment Cost Schedule", Ninth Edition. Copyright 2003. Rented equipment as Quoted. Contractor agrees that by ordering Northshore to proceed on such above mentioned work, contractor agrees that such work is above and beyond the scope of the original contract, and accepts this itemized breakdown in its entirety as fair compensation for such work. Contractor further agrees that by ordering such extra work, it shall issue a change order as soon as possible, regardless of whether or not owner approves such changes. CONTRACTOR APPROVAL The Contractor/Owner by signing below hereby orders Northshore Exteriors, Inc. to proceed with the above mentioned extra work, and will issue a formal Change. Order as soon as possible. Signature Date Name (printed) Title NORTHSHORE EXTERIORS, INC. 11831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 * 425.740.3700 * Fax 425.740.3701 www.northshoreext.com Request for Information RFI No: 372 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: January 24, 2020 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: RFI 372 Downspout Access Panel Discipline: Architectural Submitted By: Subcontractor: Subcontractor RFI Na Question Date Required: 1/31/ 2020 As discussed in the field, please confirm we are to have access panels installed in the downspout shrouds. We propose an 8"x8" access door with piano hinges. Access panels would only be put into downspouts that connect to civil in hardscapes. A Wye would be added to these downspouts as well. Please confirm and advise which side the access door should be placed Answer Access panels are confirmed for future maintenance requirements. Access panel and wye o be located on right-hand sicie. Answered by: Steve Schmitz - DLR Group Date Answered: 01 /27/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 I l' 1 1/2" 8' - 0 1/2" EVIDENCE . LOCKERS <A134> 8" Which Side for access panel - JI FD <A129> 9' -4" S6.2 - S4.1 MONEY CABII", <A139> EW-2 ET *FD FRIDGE <A140> S4. 1- [P2 1 P2 INTERVIEW <A128> P2 INTERVIEW IL P2 S6.2 A 27 RR DLR Group: Right side access panel 1 Al2 A Al r1 [s6.21 L BOOKING AREA <A123> FD ' - 8" 22 JV HOLDING <A122> 1 - 0" S6.2 I CONFERENCEA ROOM 2 <A118> [ S6.21 TYP. 9' - 6 1/2" - L - r s6.21, S6.2 -36.2 /272 DN va NNE r. 7' 1„ COPY C117> S4.2 1 ® J COURTS ASSEMBLY <C135> <C134> JURY <C118> [S6.2e PROBATION <C116> r S4.4 11' • INT <C107> S4.4 INT <C108> , [S4.5] 101I 4' LOBBY <C109> 7' - 91/4 1' FD• PUBLIC WC <C105> CIRCULATION o <C103> E -S6.2j RECEPTION <C111> wil TYP. 10.3 CONFERENCE ROOM <C133> 10'- 8" li Il C133 8' 0 /SOUND VESTIBULE <C131> FD PUBITIC WC <C104> 22 3' - 81/2" Al 3 COURTS LOBBY q <C100> / _ /61.1' [ w1 BNBuilders January 31, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Submittal 04-087100-0 Dear Ethan, In accordance with Submittal 04-087100-0 dated 01/15/2020, BNBuilders hereby submits our proposal for furnishing black anodized finish on all auto operators for exterior aluminum glass doors. The total proposal of this subject work is Two Thousand Eight Hundred Eighty Nine dollars $2,889.00. There is a zero day impact to the Project Schedule. BNB has not proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5120 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim austineksoseaj.com) Geri Urbas (cieri.urbasbnbuilders.com) Steve Schmitz (sschmitz(@_dIrgroup.com) BNBuilders 2601 4'h Avenue, Suite 350 Seattle, WA 98121 T: 206,382,3443 F: 206,382,3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilder-s PROJECT NAME: Tukwila Justice Center CCD/ASI #: Submittal 04.087100.0 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5120 DATE: 1/3112020 DESCRIPTION OF CHANGE: Material Costs for switching from a clear anodized aluminum to a black anodized aluminum finish on all auto operators for aluminum glass doors BP 08,40 General Storefronts $2,751.55 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,75155 $137.58 -$0.13 Total Change Request $2,889.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date GENERAL STOREFRONTS, INC, COP/CHANGE ORDER SUMMARY Project Name: Tukwila Justice Center Date 1/28/2020 Subcontractor: General Storefronts, Inc. COP# GSI-007R Description: Add to change the finish of the Auto Operators scheduled at doors A132, A133, B100,1, 8100.2, 8119.1, and B119.2 from dear anodized to black anodized to match the storefront. * These auto operators cannot be ordered until a decision has been reached on the finish color. *We must receive a fonnal change order to proceed with thls change. Email or verbal approval will not be accepted. Itemize all costs on attached COP Cost Breakdown form. 1. MATERIAL COSTS a. material costs 2,299,98 b. freight costs (itemize) 2. EQUIPMENT COSTS a. rental equipment (per spec approved source) b. owned equipment (per invoices attached) 3. JOBSITE COSTS a. labor a. material costs 1. MATERIAL COSTS $ 2,299.98 $ $ 2. EQUIPMENT COSTS $ 3. JOBSITE COSTS S SUBTOTAL 1 thru 3 4. OVERHEAD & PROFIT a. NTE 15% portion of 1, 2, & 3 345.00 2,300,00 4. OVERHEAD & PROFIT $ 345.00 5. SUB -TIER CONTRACTORS / SUPPLIERS a. 3 b. G. d. 6. OVERHEAD & PROFIT ON SUB -TIER CONTRACTORS a. NTE 5% of Line 5 for each sub -tier 7. INSURANCE / TAXES a. volume driven liability insurance b. volume driven b&o taxes 8. Bond Bond 5. SUB -TIER CONTRACTORS $ 6. OVERHEAD & PROFIT ON SUBCONTRACTORS $ 1.000 % of 1-3 & 6 $ 23.00 % nf & 5 $ 1.000 % of 1-3 & 5 $ 23.00 2.250 7. INSURANCE $ 46.00 TOTAL COST 60.55 TOTAL COST INCLUDING BOND 2,691.00 2,751.55 GSI-007 Auto Operator Black Finish Page of Issued 1/28/2020 GENERAL STOREFRONTS, INC. COST BREAKDOWN Project Name: Tukwila Justice Project No. 19-021 GSI CO No. GSI-007 COP/CCD I PR / RFI No. Arch Request Date: 1/24/2020 Description Quantity Unit Type Labor Material Equipment Total Cost Unrt $ Cost Unit $ Cost Unit $ Cost Labor Apprentice 0 hrs $80.43 - Jourieyman 0 hrs .94 - Foreman 0 hrs $86.12 - Driver 0 hrs $69.13 - Project Manager hrs $77.37 Project Adminstrator hrs $46.28 Admin. trative 0 $40.20 - SafetyCosts 1 Is 50.00 $ - Document Reproduction 1 Is $0.00 - Small Tools 1 Is $0.00 Jobsite Subtotal - - Materials Aluminum 1 Is $0.0O - Glass 1 Is 50.00 $ _ Mirrors 1 Is $0.00 - J bar 1 Is $0.00 - Mirror Mastic 1 Is $0.00 - Automatics 1 Is 52,29 . 8 2,299.98 Misc Material, screws, tape 1 Is $0.00 - Paint 1 Is $0.00 - TraveIiParIsin 1 Is $0.00 - Flashing 1 Is $0.00 - Harcware 1 Is $0.00 - Skylights/Canopies 1 Is $0.00 $ - Shop Draw ngs 1 Is $0.00 $ - Materials Subtotal 2,299.98 2.299.98 Equipment Rental 1 Is $0.00 $ Equip nt Subtotal - Total Cost of Work - 2,299.98 - 7 2 299.98 C...9.14007 Aic Opeiator Black FinGh Page :f Issued 1/2dr1020 CHA ATER1ALS Finish c n to black anodized L . Y'Entra US Tukwila Justice SPEC SECTION UNIT COST $383, 3 SLIDI UNIT - CITY' MEASURE ROD EX 1.00 6.0 TENDED 2,299.98 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 0.00 0.00 $0,00 0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 APPROVED: DATE: .0,.. AL SUETOT L. LABOR AND ATER AL FREIGHT .1O%:AVG OE NET (UTATERIAL TAX °h TOTAL CHANGE ORDER 00° ASSAADLOY Elllranso Sy&tems U Pedestrian Door Solutions 6900 NE 78th Cl Suite A-1 Por1a nd, OR 972 i 8 USA ASSA AB c. FY, the gloueil leader In door oponln Phone 14711492-6927 Pox 1-000289-8926 84447.9s erlta108.CGt11 oolntlons Submittal No.: 04 - 087100 - 0 Due Date: 1/27/2020 BN Builders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project 18021.100 Date: January 13, 2020 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Phone: 206.461.6000 Fax: 206.461.6049 Description: Discipline: Subcontractor: Submitted By: Ephram Harsh BNBuilders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Phone: 206.382.3443 Fax: 206.382.3440 Auto Operator for Aluminum Glass Doors Architectural General Storefronts Inc. Item Auto Operator Shop Drawings Auto Operator Product Data Auto Operator Owners Manual Auto Operator Sample Warranty Qty 1 1 1 1 Status Su bmitted Submitted Submitted Submitted Comments Package Notes: Furnish units to match aluminum storefronts, anodized black. Verify overhead mounting conditions for aluminum storefronts. Shop drawings provided indicate HM frames, which are not used on this project. This review and notations noted during this review does not in any way relieve the subcontractor or supplier of their responsibilities for compliance with the contract documents Deviations/variances. if allowed, must be clearly identified and requested to be considered Also the subcontractor or supplier is responsible for verification and accuracy of the details, quantities and dimensions coordination of their equipmen materials and installation with all affected work and related subcontractors/suppliers, particularly with specific emphasis on deviations/variations. Ephram Harsh Date Reviewer's General Comments: DLR Group FIEVIEVVED X REVIEVVED ADDITIONAL INFORMATION REQUIRED FURNISH AS CORRECTED REVISE AND RESUBMIT REJECTED NOT REVIEWED This review is for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. Review of submittals is not for the purpose of determining the accuracy and completeness of other information such as dimensions, quantities, and installation or performance of equipment or systems, which are the Contractor's responsibility. The Architect's review shall not constitute approval of safety precautions or construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of an assembly of which the item is a component. The Architect's comments, notes or corrections are not an authorization to proceed with Work involving a change in the Contract Sum, the Contract Time or both. If any portion of this review requires a change to the Work, an appropriate change instrument must be executed in accordance with the Contract Documents. DLR Group Date: 01,15,20 By: Steve Schmitz Reviewer Signature Date BNBui ders February 11, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI's 367, 374, 381 Additional Framing/Gyp to Conceal Exposed Steel & Refrigerant Lines Dear Ethan, In accordance with RFI's-367, 374, and 381, BNBuilders hereby submits our proposal for furnish and install the additional framing and gypsum required to conceal exposed steel and refrigerant lines. The total proposal of this subject work is Five Thousand Three Hundred Fourteen dollars $5,314.00. There is a zero day impact to the Project Schedule. BNB has not proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5123 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseaj.com) Geri Urbas (geri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) BNBuilders 2601 4'1' Avenue, Suite 350 Seattle, WA 98121 T' 206 382,3443 F 206 382,3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 367, 381, 374 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5123 DATE: 2111/2020 DESCRIPTION OF CHANGE: Additional Gyp & Framing to conceal exposed steel and refrigerant line BP 09.20 Northwest Partitions $5,061.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $5,061.00 $253.05 0.05 Total Change Request $5,314.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% Page 1 of 1 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #367 - added GWB layers to cover steel Ref.# COR-0024 External/RCO# GC Ref# Date Feb 10, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Hang Interior GWB Clean -Up DNV Material 1/2" TYPE "X" DRYWALLI X58 1/4 Regular DRYWALL Equipment 19' SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges Size 4'X12' 4'X8' Quantity UOM Unit Total 30.00 Hrs 30.00 1.00 Hrs 1.00 Quantity UOM 20.00 SHT 18.00 SHT Rate 73.76 72.31 Total $2,212.80 $72.31 Total Labor Unit Price .414 SQFT .414 SQFT $2,285.11 Total $397.44 $238.46 Total Material $635.90 Quantity UOM Unit Price Total 30.00 EA 3.41 EA $102.30 Total Equipment $102.30 Total B&0 Tax .48% GL Insurance 1% $14.51 $30.38 Total Miscellaneous Charges $44.89 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $2,285.11 $635.90 $0.00 $102.30 $44.89 $3,068.50 $453.50 $0.00 15.00% 8.00% Total: $3,522.00 Run on: 20006 - 144th Avenue NE, Woodinville, WA 98072 February 10, 2020 1:32 PM T 425-375-2500 F 425-375-2540 http://www.nwpart.com CONSTRUCTION SUPPLY Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 Code 6005162-43 6005162-54 6005162-68 6005200-54 6005200-68 6005200-97 6005250-54 6005250-68 600T125-43 600T125-54 600T150-43 600T150-54 600T150-68 600T200-54 600T200-68 600T200-97 600T250-54 600T250-68 150U50-54 200A200-43 600FS-33 400F5.54 CRCCLI PHVY 1625125-30 162T100-30 2505125-33 2505LT250-33 250T125-33 3625125-30 3625125-33 3625125-43 3625162-43 3625162-54 3625250-54 3625250-68 362T125-30 362T125-33 362T125-43 Description 6" 18 Ga Stud w/ 1-5/8" Leg 6" 16 Ga Stud w/ 1-5/8" Leg 6" 14 Ga Stud w/ 1-5/8" Leg 6" 16 Ga Joist w/ 2" Leg 6" 14 Ga Joist w/ 2" Leg 6" 12 Ga Joist w/ 2" Leg 6" 16 Ga Joist w/ 2-1/2" Leg 6" 14 Ga Joist w/ 2-1/2" Leg 6" 18 Gauge Track w/ 1-1/4" Leg 6" 16 Gauge Track w/ 1-1/4" Leg 6" 18 Gauge Track w/ 1-1/2" Leg 6" 16 Gauge Track w/ 1-1/2" Leg 6" 14 Gauge Track w/ 1-1/2" Leg 6" 16 Gauge Track w/ 2" Leg 6" 14 Gauge Track w/ 2" Leg 6" 12 Gauge Track w/ 2" Leg 6" 16 Gauge Track w/ 2-1/2" Leg 6" 14 Gauge Track w/ 2-1/2" Leg 1-1/2" Black Iron 16 Gauge 2" x 2" Framing Angle 18 Gauge 6" x 20 Ga Flat Stock Backing 4" x 16 Ga Flat Stock Backing Clip for Cold Rolled Channel Heavy Gauge 1-5/8" 20 Gauge Stud 1-5/8" ' 20 Gauge Track w/ 1" Leg 2-1/2" 20 Gauge Stud 2-1/2" 20 Gauge Slotted Track 2-1/2" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Stud 3-5/8" 20 Gauge Stud 3-5/8" 18 Gauge Stud 3-5/8" 18 Ga Stud w/ 1-5/8" Leg 3-5/8 16 Ga Stud w/ 1-5/8 Leg 3-5/8 16 Ga Joist w/ 2-1/2" Leg 3-5/8" 14 Ga Joist w/ 2-1/2" Leg 3-5/8" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 18 Gauge Track w/ 1-1/4" Leg UOM Container Per LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF LF Each 1000 LF LF Each 1000 LF LF Each 1000 LF LF Each 1000 LF EA Pieces 1 EA LF Studs 1000 LF LF Track 1000 LF LF Studs 1000 LF LF Track 1000 LF LF Track 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Studs 1000 LF LF Track 1000 LF LF Track 1000 LF LF Track 1000 LF Unit Price 1306.8 1640.4 2065.2 17916 2254.8 4317.6 2008.8 2538 1135.2 1459.2 1200 1507.2 1888.8 1777.2 2104.8 3979.2 1651.2 2403.6 436.8 625.2 970.8 873.6 0.828 594 562.8 447.6 954 519.6 532.8 997.2 1296 986.4 1286.4 2580 2060.4 478.8 950.4 1226.4 Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 362T125-54 362T250-33 362T250-54 362T250-68 6005125-30 6005125-33 6005162-33 600T125-30 600T125-33 150A150-30 SECUR1.0-16 SECURACLP B1XW B412NB CJGWB LWAP LWTAPING PTAPE X58 X58H1 X58MMR X58DURO 400CH-33 400JT-33 X1SWLGLAS BULLET3 Bullet Strips 300A300-54 3-5/8" 16 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 2-1/2°" Leg 3-5/8 16 Gauge Track w/ 2-1/2" Leg 3-5/8°" 14 Gauge Track w/ 2-1/2" Leg 6" 20 Gauge Stud 6" 20 Gauge Stud 6" 20 Ga Stud w/ 1-5/8" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 6" 20 Gauge Track w/ 1-1/4" 1-1/2" x 1-1/2" Framing Angle 20 Gauge AMICO Security Mesh 1" x 16 Gauge AMICO Secure Clip 300/Carton BIXW -Corner Bead B4 - 1/2" No Bead L Metal Control Joint for GWB #093 USG Lite Weight All Purpose Joint Compnd 3.5 gal Lite Weight Taping Joint Compnd 3.5 gal 2-1/16°' Paper Tape - 500"/Roll " Type XGWB 5/8" Type X High Impact GWB 5/8" Type X Mold & Moisture Resistant GWB 5/8" Type X Cementitious Backer Bd 4°' 20 Gauge Shaftwall Stud 4" 20 Gauge J Track 1" Fiberglass Shaftwall Liner Wallboard Ballistic/Bullet Panel - Level 3 Level 3 strips 3" x 3" framing angle 16 GA eg LF LF LF LF LF LF LF Track Track Track Track Studs Studs Studs LF Track LF Track LF Each SF Sheets EA Boxes LF Boxes LF Boxes LF EA EA EA SF' SF SF SF LF LF SF SF LF LF Box Rolls Sheets Sheets Sheets Sheets Studs Track Sheets Sheets Each Each 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF piece container 1000 LF 1000 LF 1044 1380 1651.2 2403.6 718.8 1380 1183.2 661.2 903.6 3312 95.58 364.0 364.0 Boxes 1000'LF 364.0 Box container 11.82 container 1 container 1000 SF 1000 SF 1256.4 000'S F 1000 SF 1000 LF 1000 LF 1000 SF piece piece 1000 LF 1.82 4.8 414 594 1098 1254 864 1038 769.524 0 1170 NORTHWEST PARTITIONS Sales Rep: Connor Ball Ahern Rentals Cat -Class Cat/Class Description 620-5745 SCISSORLIFT,19',32",ELECT Account Pricing *AII Pricing is confidential* Typical Make/Model Eiectric Scissor Lifts Skyjack 511113219 Account 4265218 Contact 4: 425-241-8004 Effective Date: 9/1/18 Rates Expire: 6/30/19 Daily Weekly 4 Week 115 250 345 620-5754 SCISSORLIFT,26',32",ELECT Skyjack 5J1113226 $ 165 $ 325 575 620-5755 SCISSORLIFT,26',46",ELECT Skyjack 511114626 $ 165 $ 325 575 620-5784 SC ISSORLIFT,3 2 ', 4 6-4 8", ELECT Skyjack SJII14632, JLG 324665 185 475 795 All Electric Scissor Lifts larger then 32please call for quote 620-5759 SCISSORLIFT,26',68",GAS,4X4 Skyjack SJ6826RT, Genie GS-2668RT 195 450 865 620-5786 SCISSORLIFT,32`,68",GAS,4X4 Skyjack SJ6832RT, Genie GS-3268RT $ 215 515 $ 990 620-5798 SCISSORLIFT,43',GAS,4X4 Skyjack SJ8243, Genie GS-439ORT $ 285 $ 720 $ 1,500 620-5799 SCISSORLIFT,53',GA5,4X4 Genie GS-5390RT Ali scissor liftsrarger then 53' please call for quote $ 347 $ 941 $ 2,500 605-5645 FORKLIFT,3600-5000LB,15'7",YARD 605-5670 FORKLIFT,5900L13,19',TELESCOPING rehouse Forkilfts Hyster H50, Yale GP050 I $ 140 $ 495 I $ 885 Xtreme 5919 195 595 1,595 605-5675 FORKLIFT,6000LB,36',TELESCOPING Skytrak 6036 $ 340 $ 1,175 1,925 605-5683 FORKLIFT,8000LB,42',TELESCOPING Xtreme XR842, Skytrak 8042 $ 365 $ 1,275 $ 2,350 605-5686 615-5711 FORKLIFT,10000L8,54',TELESCOPING LIFT,PERSONNEL,12',ELECT,2 MAN Skytrak 10054 485 $ 1,575 $ 3,250 $igiligniitillt'igigit.,:t!g:Rtf,f,NORANighttogiomyt4S2VMOtOiitiiif:oifkkAtagir!:': JLG 1230ES, Snorkel TM12 $ 105 $ 200 350 615-5721 LIFT,PERSONNEL,20',DRIVABLE,ELEC JLG 20MVL, Genie GR20 $ 125 250 $ 400 600-5799 BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB Boom L JLG E300A1 200 800 1,475 600-5850 BOOM,ARTICULATED,40',ELECTRIC,NARROW JLG E400AN, Genie Z40/23N $ 325 $ 900 $ 1,575 600-5857 BOOM,ARTICULATED,45',ELECT JLG E450A1, Genie Z45/25.1 DC $ 325 $ 900 $ 1,575 600-5852 BOOM,TELESCOPING,40',DSL,4X4 JLG 400S, Genie 540 350 895 $ 1,625 600-5797 BOOKTELESCOPING,45',DSL,W/JIB Snorkel TB47J, Skyjack S.145T $ 350 895 $ 1,625 600-5866 BOOM,TELESCOPING,60',DSL,4X4 JLG 6005, Genie 560, Snorkel TB60 420 $ 1,095 $ 1,995 600-5879 BOOM,TELESCOPING,66',DSL,W/JIB,4X4 JLG 6605J, Snorkel TB66J $ 420 $ 1,095 $ 1,995 All reach boom lifts larger then 66' please call for quote. Additional: * All pricing is in U.S. Dollars and does not includeSales Tax or Environmental Recovery Fees * Delivery and pick up will be charged at $75 each way (per truckload) on standard loads within 30 miles of the servicing Ahern branch. * Deliveries over 30 miles, requiring permit, oversized loads or outside of normal business hours may be subject to additional fees. Add $150 roundtrip delivery/pick-up fee, Environmental Fees and WSST (10.1°/0 in most cities) to the above rates. Take monthly total, add round trip fee, add in 10.1°/0 for taxes to come up with a total. Take the total and divide by 20 man days in a rental month to get cost per man day, divide by 8 to get hourly rate. Example: 19' scissor lift: $345/month + $150 trip fee = $495 x 10.1% for tax = $545 $545/ 20 man days = $27.25 /day /8 hours = $3.41 per hour = charge rate. Pagel of 1 Ahern Initials Customer Initials Page 1 of 1 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: Added chase wall per RFI #374 Ref.# COR-0025 External/RCO# GC Ref# Date Feb 10, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Layout Frame Interior Stock D/W - Onsite Material 3 5/8" STUD 1 1/4" FLANGE (19MILS) 20GA EQ 3 5/8" TRACK 1 1/4" LEG (19MILS) 20GA EQ 1-1/2" X 1/2" U-CHANNEL 16GA. (54MILS) Equipment 19' SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges Size 13' 6" 10' 10' Quantity UOM Unit Total 0.50 Hrs 0.50 6.00 Hrs 6.00 0.50 Hrs 0.50 Quantity UOM 7 00 PCS 2.00 PCS 6.00 PCS Quantity UOM 6.00 EA Rate Total 77.57 $38.79 72.31 $433.86 72.31 $36.16 Total Labor Unit Price .5328 LF .4788 LF .4368 LF $508.81 Total $50.35 $9.58 $26.21 Total Material Unit Price 3.41 EA $86.14 Total $20.46 Total Equipment $20.46 Total B&O Tax .48% GL Insurance 1% Total Other Disposal Charges $2.95 $6.18 Total Misce aneous Charges $9.28 Total Rounding $0.00 Total Other Disposal Charges $0.00 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $508.81 $86.14 $0,00 $20.46 $9.28 $624.69 $92.31 $0,00 15.00% 8.00% Total: $717.00 20006 - 144th Avenue NE, Woodinville, WA 98072 Run on: February 10, 2020 2:10 PM T 425-375-2500 F 425-375-2540 http://www.nwpart.com STEELED CONSTRUCTION SUPPLY doca®. Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 Code 6005162-43 6005162-54 6005162-68 6005200-54 6005200-68 6005200-97 6005250-54 6005250-68 600T125-43 600T125-54 600T150-43 600T150-54 600T150-68 600T200-54 600T200-68 600T200-97 600T250-54 600T250-68 150U50-54 200A200-43 600FS-33 400FS-54 CRCCLIPHVY 1625125-30 162T100-30 2505125-33 250SLT250-33 250T125-33 3625125-30 3625125-33 3625125-43 3625162-43 3625162-54 3625250-54 3625250-68 362T125-30 362T125-33 362T125-43 Description 6" 18 Ga Stud w/ 1-5/8" Leg 6" 16 Ga Stud w/ 1-5/8" Leg 6" 14 Ga Stud w/ 1-5/8" Leg 6" 16 Ga Joist w/ 2" Leg 6" 14 Ga Joist w/ 2" Leg 6" 12 Ga Joist w/ 2" Leg 6" 16 Ga Joist w/ 2-1/2" Leg 6" 14 Ga Joist w/ 2-1/2" Leg 6" 18 Gauge Track w/ 1-1/4" Leg 6" 16 Gauge Track w/ 1-1/4" Leg 6" 18 Gauge Track w/ 1-1/2" Leg 6" 16 Gauge Track w/ 1-1/2" Leg 6" 14 Gauge Track w/ 1-1/2" Leg 6" 16 Gauge Track w/ 2" Leg 6" 14 Gauge Track w/ 2" Leg 6" 12 Gauge Track w/ 2" Leg 6" 16 Gauge Track w/ 2-1/2" Leg 6" 14 Gauge Track w/ 2-1/2" Leg 1-1/2" Black Iron 16 Gauge 2" x 2" Framing Angle 18 Gauge 6" x 20 Ga Flat Stock Backing 4" x 16 Ga Flat Stock Backing Clip for Cold Rolled Channel Heavy Gauge 1-5/8" 20 Gauge Stud 1-5/8" 20 Gauge Track w/ 1" Leg 2-1/2" 20 Gauge Stud 2-1/2" 20 Gauge Slotted Track 2-1/2" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Stud 3-5/8" 20 Gauge Stud 3-5/8" 18 Gauge Stud 3-5/8" 18 Ga Stud w/ 1-5/8" Leg 3-5/8" 16 Ga Stud w/ 1-5/8" Leg 3-5/8" 16 Ga Joist w/ 2-1/2" Leg 3-5/8" 14 Ga Joist w/ 2-1/2" Leg 3-5/8" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 18 Gauge Track w/ 1-1/4" Leg UOM Container Per Unit Price LF Studs 1000 LF 1306.8 LF Studs 1000 LF 1640.4 LF Studs 1000 LF 2065.2 LF Studs 1000 LF 1791.6 LF Studs 1000 LF 2254.8 LF Studs 1000 LF 4317.6 LF Studs 1000 LF 2008.8 LF Studs 1000 LF 2538 LF Track 1000 LF 1135.2 LF Track 1000 LF 1459.2 LF Track 1000 LF 1200 LF Track 1000 LF 1507.2 LF Track 1000 LF 1888.8 LF Track 1000 LF 1777.2 LF Track 1000 LF 2104.8 LF Track 1000 LF 3979.2 LF Track 1000 LF 1651.2 LF Track 1000 LF 2403.6 LF Each 1000 LF 436.8 LF Each 1000 LF 625.2 LF Each 1000 LF 970.8 LF Each 1000 LF 873.6 EA Pieces 1 EA 0.828 LF Studs 1000 LF 594 LF Track 1000 LF 562.8 LF Studs 1000 LF 447.6 LF Track 1000 LF 954 LF Track 1000 LF 519.6 LF Studs 1000 LF 532.8 LF Studs 1000 LF 997.2 LF Studs 1000 LF 1296 LF Studs 1000 LF 986.4 LF Studs 1000 LF 1286.4 LF Studs 1000 LF 2580 LF Studs 1000 LF 2060.4 LF Track 1000 LF 478.8 LF Track 1000 LF 950.4 LF Track 1000 LF 1226.4 CONSTI UCT4ON SUPPLY here customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 362T125-54 362T250-33 362T250-54 362T250-68 6005125-30 6005125-33 6005162-33 600T125-30 600T125-33 150A150-30 SECUR1.0-16 SECURACLP B1XW B412NB CJGWB LWAP LWTAPING PTAPE X58 X58HI X58MMR X58DURO 400CH-33 400JT-33 X1SWLGLAS BULLET3 Bullet Strips 300A300-54 3-5/8" 16 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 2-1/2" Leg 3-5/8" 16 Gauge Track w/ 2-1/2" Leg 3-5/8" 14 Gauge Track w/ 2-1/2" Leg 6" 20 Gauge Stud 6" 20 Gauge Stud 6" 20 Ga Stud w/ 1-5/8" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 1-1/2" x 1-1/2" Framing Angle 20 Gauge AMICO Security Mesh 1" x 16 Gauge AMICO Secure Clip 300/Carton B1XW - Corner Bead B4 - 1/2" No Bead L Metal Control Joint for GWB #093 USG Lite Weight All Purpose Joint Compnd 3.5 ga Lite Weight Taping Joint Compnd 3.5 gal 2-1/16" Paper Tape - 500'/Roll 5/8" Type X GWB S/8" Type X High Impact GWB 5/8" Type X Mold & Moisture Re 5/8" Type X Cementitious Backer Bd 4" 20 Gauge Shaftwall Stud 4" 20 GaugeJTrack 1" Fiberglass Shaftwall Liner Wallboard Ballistic/Bullet Panel - Level 3 Level 3 strips 3" x 3" framing angle 16 GA stant B LF Track LF Track LF Track LF Track LF Studs LF Studs LF Studs LF Track LF Track LF Each SF Sheets EA Boxes LF Boxes LF Boxes LF Boxes EA Box EA Box EA Rolls SF Sheets SF Sheets SF Sheets SF Sheets LF Studs LF Track SF Sheets SF Sheets LF Each LF Each 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF piece container 1000 LF 1000 LF 1000 LF container container container 1000 SF 1000 SF 1000 SF 1000 SF 1000 LF 1000 LF 1000 SF piece piece 1000 LF 1044 1380 1651.2 2403.6 718.8 1380 .2 661.2 903.6 331.2 95.58 364.0 364.0 364.0 .82 2 4.8 414 1256.4 594 1098 1254 864 1038 769.524 0 1170 NORTHWEST PARTITIONS Sales Rep: Connor Bali Ahern Rentals Cat -Class Cat/Class Description 620-5745 620-5754 SCISSORLIFT,19',32",ELECT SCISSORLIFT,26',32",ELECT Account Pricing *All Pricing is confidential* AA, .44.4 itrt.,4,10 Typical Make/Model Skyjack 511113219 Skyjack S11113226 Account #265218 Contact ft 425-241-8004 Effective Date:9/1/18 Rates Expire: 6/30/19 Daily Weekly 4 Week fts 115 $ 165 250 325 345 575 620-5755 SCISSORLIFT,26',46",ELECT Skyjack 511114626 $ 165 $ 325 575 620-5784 SCISSORLIFT,32',46-48",ELECT Skyjack S11114632, .ILG 3246ES $ 185 $ 475 795 All Electric Scissor Lifts larger then 32please call for quote 620-5759 SCISSORLIFT,26',68",GAS,4X4 Skyjack SJ6826RT, Genie GS-2668RT 195 $ 450 865 620-5786 SCISSORLIFT,32',68",GAS,4X4 Skyjack SJ6832RT, Genie GS-3268RT $ 215 $ 515 $ 990 620-5798 620-5799 SCISSORLIFT,43',GAS,4X4 SCISSORLIFT,53',GAS,4X4 Skyjack SJ8243, Genie GS-439ORT Genie GS-5390RT 285 347 720 941 1,500 2,500 605-5645 605-5670 All scissor Ilfts larger then 53' please call for quote FORKLIFT,3600-5000LB,15'7",YARD FORKLIFT,5900L8,19',TELESCOPING Warehouse !odd J Hyster H50, Yale GP050 1 Xtreme 5919 $ 140 I $ 495 $ 885 $ 195 $ 595 $ 1,595 605-5675 FORKLIFT,6000LB,36',TELESCOPING Skytrak 6036 $ 340 1,175 1,925 605-5683 FORKLIFT,8000LB,42',TELESCOPING Xtreme XR842, Skytrak 8042 365 $ 1,275 2,350 605-5686 FORKLIFT,10000LB,54',TELESCOPING Skytrak 10054 $ 485 $ 1,575 $ 3,250 ..,:gz.g.g..,,,,:ttptifillf0111,14.111211i).1911:0FNOttiniad11:1451.1e4116103,):11i1Miriihrri01iPersonnelLifts 615-5711 LIFT,PERSONNEL,12',ELECT,2 MAN JLG 1230ES, Snorkel TM12 $ 105 $ 200 350 615-5721 LIFT,PERSONNEL,20',DRIVABLE,ELEC JLG 20MVL, Genie GR20 125 250 $ 400 600-5799 BOOM,ARTICULATED,30',NARROW,ELEC, W/1 IB JLG E300AI $ 200 800 $ 1,475 600-5850 BOOM,ARTICULATED,40',ELECTRIC,NARROW JLG E400AN, Genie 240/23N 325 $ 900 1,575 600-5857 BOOM,ARTICULATED,45',ELECT JLG E450A1, GenieZ45/25J DC $ 325 $ 900 $ 1,575 'if)k)D:114.$:tvsiqkidi)pgg11,N.e4itifii,t1g,1k 600-5852 BOOM,TELESCOP I NG, 40',DSL,4X4 Boon JLG 400S, Genie S40 $ 350 895 $ 1,625 600-5797 BOOM,TELESCOPING,45',DSL,W/11B Snorkel T8471, Skyjack 5145T $ 350 895 $ 1,625 600-5866 BOOM,TELESCOPING,60',DSL,4X4 JLG 600S, Genie 560, Snorkel TB60 $ 420 $ 1,095 $ 1,995 600-5879 BOOM,TELESCOPING,66',DSL,W/1 18,4X4 JLG 660SJ, Snorkel TB66J $ 420 $ 1,095 $ 1,995 All reach boom lifts larger then 66' please call for quote. Additional: * All pricing is in U.S. Dollars and does not include Sales Tax or Environmental Recovery Fees * Delivery and pick up will be charged at $75 each way (per truckload) on standard loads within 30 miles of the servicing Ahern branch. * Deliveries over 30 miles, requiring permit, oversized loads or outside of normal business hours may be subject to additional fees. Add $150 roundtrip delivery/pick-up fee, Environmental Fees and WSST (10.1% in most cities) to the above rates. Take monthly total, add round trip fee, add in 10.1°/0 for taxes to come up with a total. Take the total and divide by 20 man days in a rental month to get cost per man day, divide by 8 to get hourly rate. Example: 19' scissor lift: $345/month + $150 trip fee = $495 x 10.1% for tax = $545 $545/ 20 man days = $27.25 /day /8 hours = $3.41 per hour = charge rate. Pagel of 1 Ahern Initials Customer Initials Page 1 of 1 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #381 - added 1/4" GWB layer to cover steel Ref.# COR-0028 External/RCO# GC Ref# Date Feb 11, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Hang Interior GWB Stock D/W - Onsite Clean -Up D/W Material 1/4" DRYWALL Equipment 19SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges Quantity UOM Unit Total 7.00 Hrs 7.00 0.50 Hrs 0.50 0.50 Hrs 0.50 Rate 73.76 72.31 72.31 Total $516.32 $36.16 $36.16 Total Labor Size Quantity UOM Unit Price $588.64 Total 4'X8' 7.00 SF -IT .414 SQFT $92.74 Quantity UOM 7.00 EA Total Material Unit Price 3.41 EA $92.74 Total $23.87 Total Equipment $23.87 Total B&O Tax .48% GL Insurance 1°/0 $3.39 $7.09 Totat Miscellaneous Charges $10.48 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Labor Total: Material Total Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $588.64 $92.74 $0.00 $23.87 $10.48 $716.21 $105.79 15.00% $0.00 8.00% Total: $822.00 20006 - 1441h Avenue NE, Woodinville, WA 98072 Run on: February 11, 2020 8:18 AM T 425-375-2500 F 425-375-2540 http://www.nwpart.com CONSTRUCTION SUPPLY" Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 Code 6005162-43 6005162-54 6005162-68 6005200-54 6005200-68 6005200-97 6005250-54 6005250-68 600T125-43 600T125-54 600T150-43 600T150-54 600T150-68 600T200-54 600T200-68 600T200-97 600T250-54 600T250-68 150U50-54 200A200-43 600FS-33 400FS-54 CRCCLIPHVY 1625125-30 162T100-30 2505125-33 250SLT250-33 250T125-33 3625125-30 3625125-33 3625125-43 3625162-43 3625162-54 3625250-54 3625250-68 362T125-30 362T125-33 362T125-43 Description 6" 18 Ga Stud w/ 1-5/8" Leg 6" 16 Ga Stud w/ 1-5/8" Leg 6" 14 Ga Stud w/ 1-5/8" Leg 6" 16 Ga Joist w/ 2" Leg 6" 14 Ga Joist w/ 2" Leg 6" 12 Ga Joist w/ 2Leg 6" 16 Ga Joist w/ 2-1/2" Leg 6" 14 Ga Joist w/ 2-1/2" Leg 6" 18 Gauge Track w/ 1-1/4" Leg 6" 16 Gauge Track w/ 1-1/4" Leg 6" 18 Gauge Track w/ 1-1/2" Leg 6" 16 Gauge Track w/ 1-1/2" Leg 6" 14 Gauge Track w/ 1-1/2" Leg 6" 16 Gauge Track w/ 2" Leg 6" 14 Gauge Track w/ 2" Leg 6" 12 Gauge Track w/ 2Leg 6" 16 Gauge Track w/ 2-1/2" Leg 6" 14 Gauge Track w/ 2-1/2" Leg 1-1/2" Black Iron 16 Gauge 2" x 2" Framing Angle 18 Gauge 6" x 20 Ga Flat Stock Backing 4" x 16 Ga Flat Stock Backing Clip for Cold Rolled Channel Heavy Gauge 1-5/8 20 Gauge Stud 1-5/8" 20 Gauge Track w/ 1" Leg 2-1/2 20 Gauge Stud 2-1/2" 20 Gauge Slotted Track 2-1/2" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Stud 3-5/8" 20 Gauge Stud 3-5/8" 18 Gauge Stud 3-5/8" 18 Ga Stud w/ 1-5/8" Leg 3-5/8" 16 Ga Stud w/ 1-5/8" Leg 3-5/8" 16 Ga Joist w/ 2-1/2" Leg 3-5/8" 14 Ga Joist w/ 2-1/2" Leg 3.5/8" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 18 Gauge Track w/ 1-1/4" Leg UOM •LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF Container Studs Studs Studs Studs Studs Studs Studs Studs Track Track Track Track Track Track Track Track Track Track Each Each Each Each Pieces Studs Track Studs Track Track Studs Studs Studs Studs Studs Studs Studs Track Track Track Per 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1 EA 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF Unit Price 1306.8 1640.4 2065.2 1791.6 2254.8 4317.6 2008.8 2538 1135.2 1459.2 1200 1507.2 1888.8 1777.2 2104.8 3979.2 1651.2 2403.6 436.8 625.2 970.8 873.6 0,828 594 562.8 447.6 954 519.6 532.8 997.2 1296 986.4 1286.4 2580 2060.4 478.8 950.4 1226.4 CONSTRUCTION SUPPLY Where customer service stil has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 362T125-54 362T250-33 362T250-54 362T250-68 6005125-30 6005125-33 6005162-33 600T125-30 600T125-33 150A150-30 SECUR1.0-16 SECURACLP B1XW B412NB CJGWB LWAP LWTAPING PTAPE X58 X58H1 X58MMR X58DURO 400CH-33 400JT-33 X1SW LG LAS BULLET3 Bullet Strips 300A300-54 3-5/8" 16 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 2-1/2°' Leg 3-5/8" 16 Gauge Track w/ 2-1/2" Leg 3-5/8" 14 Gauge Track w/ 2-1/2" Leg 6" 20 Gauge Stud 6" 20 Gauge Stud` 6" 20 Ga Stud w/ 1-5/8°' Leg 6" 20 Gauge Track w/`1-1/4" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 1-1/2" x'1-1/2°' Framing Angle 20 Gauge AMICO Security Mesh 1" x 16 Gauge AMICO Secure Clip 300/Carton B1XW - Corner Bead B4 - 1/2" No Bead L Control Joint for GWB #093 USG Lite Weight All Purpose Joint Compnd 3 Lite Weight Taping Joint Compnd 3.5 gal 2-1/16" Paper Tape - 500'/Roll 8" Type X GWB 8" Type X High Impact GWB,,, 5/8" Type X Mold & Moisture Resistant 5/8" Type X Cementitious Backer Bd 4" 20 Gauge Shaftwall Stud 4" 20 Gauge J Track 1°° Fiberglass Shaftwall Liner Wallboard Ballistic/Bullet Panel - Level 3 Level 3 strips 3" x 3" framing angle 16 GA e LF LF LF LF LF LF LF LF LF LF SF EA LF LF LF 5 gal EA EA EA SF SF_ GWB SF SF LF LF SF SF LF LF Track Track Track Track Studs Studs Studs Track Track Each Sheets Boxes Boxes Boxes Boxes Box Box Rolls Sheets Sheets Sheets Sheets Studs Track Sheets Sheets Each Each 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF piece container 1000 LF 1000 LF 1000 LF container container container 1000 SF 1000 SF 1000 SF 1000 SF 1000 LF 1000 LF 1000 SF piece piece 1000 LF 1044 1380 1651.2 2403.6 718.8 1380 1183.2 661.2 903.6 331.2 95.58 364.0 364.0 364.0 11.82 11.82 4.8 414 1256.4 594 1098 1254 864 1038 769.524 0 1170 NORTHWEST PARTITIONS les Rep; Connor Ball Ahern Rentals Cat -Class 620-5745 620-5754 Cat/Class Description SCISSORLIFT,19',32",ELECT SCISSORLU FT,26',32",ELECT Account Pricing *AII Pricing is confidential* Typical Make/Model Skyjack SJ1113219 Skyjack 511113226 Daily 115 165 Account#265218 Contact #:425-241-8004 Effective Date: 9/1/18 Rates Expire: 6/30/19 Weekly 250 325 4 ek 345 575 620-5755 620-5784 SCISSORLI FT,26',46",ELECT SCISSOR LI FT, 32',46-48",ELECT Skyjack S11114626 SkyjackSJIII4632, JLG 3246E5 165 185 325 475 $ 575 795 All Electric Scissor Lifts larger then 32' please call for quote 620-5759 620-5786 620-5798 SCISSORLI FT,26',68 ", GAS,4X4 SCISSORLIFT,32',68",GAS,4X4 SCISSORLI FT,43', GAS,4X4 (4 SkyjackSJ6826RT, GenieGS-2668RT SkyjackSJ6832RT, Genie GS-3268RT Skyjack SJ8243, GenieGS-4390RT 195 215 $ 285 450 515 720 865 990 $ 1,500 620-5799 SCISSORLI FT,53',GAS,4X4 Genie GS-5390RT All scissor Ilfts larger then 53' please call for quote $ 347 $ 941 $ 2,500 605-5645 IFORKLIFT,3600-S000LB,15'7",YARD 605-5670 FORKLIFT,5900LB,19',TELESCOPING lHyster H50, Yale GP050 Xtreme 5919 $ 140 f $ 495 ] $ $ 195 595 885 $ 1,595 605-5675 FORKLIFT, 6000 L B, 36',TELESCOP I NG Skytrak 6036 340 $ 1,175 $ 1,925 605-5683 FORKLI FT,8000 L B,4 2',TELESCOP I NG Xtreme XR842, Skytrak 8042 365 $ 1,275 $ 2,350 605-5686 FORKLIFT,10000LB,54',TELESCOPING Skytrak 10054 485 $ 1,575 3,250 615-5711 LIFT,PERSONNEL,12',ELECT,2 MAN JLG 1230ES, Snorkel TM12 105 200 350 615-5721 LIFT,PERSONNEL,20',DRIVABLE,ELEC JLG 20MVL, Genie GR20 125 250 400 600-5799 BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB JLG E300AJ 200 800 $ 1,475 600-5850 B OOM,ARTI CU LATED, 40', EL ECTR I C, N AR RO W JLG E400AN, GenieZ40/23N $ 325 900 $ 1,575 600-5857 BOOM, ARTI CU LATED,45', EL ECT JLG E450A1, Genie Z45/251 DC 325 900 $ 1,575 600-5852 BOOM,TELESCOP I NG,40', DSL,4X4 JLG 4005, Genie S40 350 895 $ 1,625 600-5797 BOOM,TELESCOP I NG,45', DSL, W/J I B Snorkel T847J, Skyjack 5J45T 350 895 $ 1,625 600-5866 BOOM,TEL ESCOP I NG,60', DSL,4X4 JLG 6005, GenieS60, Snorkel TB60 420 $ 1,095 $ 1,995 600-5879 BOOM,TEL ESCOP I NG,66', DSL, W/J I B,4X4 JLG 660SJ, Snorkel TB66J All reach boom lifts larger then 66' please call for quote. $ 420 $ 1,095 $ 1,995 Additional: * All pricing is in U.S. Dollars and does not includeSalesTax or Environmental Recovery Fees * Delivery and pick up will be charged at $75 each way (per truckload) on standard loads within 30 miles of the servicing Ahern branch. * Deliveries over 30 miles, requiring permit, oversized loads or outside of normal business hours may be subject to additional fees. Add $150 roundtrip delivery/pick-up fee, Environmental Fees and WSST (10.1% in most cities) to the above rates. Take monthly total, add round trip fee, add in 10.1% for taxes to come up with a total. Take the total and divide by 20 man days in a rental month to get cost per man day, divide by 8 to get hourly rate. Example: 19' scissor lift: $345/month + $150 trip fee = $495 x 10.1% for tax = $545 $545/ 20 man days = $27.25 /day /8 hours = $3.41 per hour = charge rate. Pagel of 1 Ahern Initials Customer Initials D"" Group DLR Group suGGesT/nm: ANSWER: To Dillon Webster Ethan Bernau City ofTukwila Justice Center 73-17158-00 T]C RFl #367- Structural Steel Outside .ofFraming Exposed RFI Answered I' 11 ni 1/27/2O2O 367 01875 � � VIA: Info Exchange Onthe East wall ofA13DOpen Offices there isasteel column atGLsH& 6. The column is 7x7 while the studs are 6.. See attached photos showing the steel protruding from the wall assembly. We recommend one of the following: 1.Add additional layers pfdrywall to'both sides tuallow for mflush face 2. Wrap steel column with framing and drywall. Please advise. Response (Anpwe,wm)from: Steven Schmitz (ommGroup) It is acceptable to go with option 1. Additional layer of drywall allowing a flush face is desired in this space. |DLRGmup DLR Group � |dd|ey@d|rgroup.cnrn EMAIL bill. brown@bnbuilders.c � dwebster@d|rgroup.conn | ethanb@scjsea,conI |2O6-461- 1 206-838-3705 | Page 1 of 2 F1 TraKDsinittal 2 /2020 01875 206-382-3443 206-382-3443 6094x73-6094 2UG-461- , | �TY | oxT�u | Trr�� | muMesn |sCxLe � SIZE ' mxms _ | COMPANY Johnsen _ {5ehUrbas BNBui|ders Jeff Clark |BNBuUders Sabrina Ames Steven Schmitz �CmP�m o OF CONTENTS OLRGmop DLR Group ?k omI EMAIL PHONE Jeff. Clark@bnbuilders.c om | __� /-.___ �__'_ | � TJC RB#367Structural 1/23/2020 Steel Outside ofFc8nl|ng | Request for Information RFI No: 367 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 11802 .100 Date: January 23, 2020 Submitted To: Steve Schmitz SubmfttedBy Ephram Harsh DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Structural Steel Outside of Framing Exposed Discipline: Architectural Document Reference: A1.1A Spec Section: Subcontractor: Northwest Partitions Subcontractor RFI Na Question Date Required: 1/30/2020 On the East wall of A130 Open Offices there is a steel column at GLs H& 6. The column is 7x7 while the studs are 6". See attached photos showing the steel protruding from the wall assembly. We recommend one of the following: 1. Add additional layers of drywall to both sides to allow for a flush face. 2. Wrap steel column with framing and drywall. Please advise. Answer It is acceptable to go with option 1. Addi ional ayer of drywall allowing a flush face is desired in this space. Answered by: Steve Schmitz - DLR Group Date Answered: 01/27/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 Outgoing RFU NORTHWEST PARTITIONS Job Nonme: Tukwila Justice 'Center To BNBuUders,|nc 20O14thAve Seattle, \mAg8121 Phone: (200)382-3448 Fax: (380)398-2302 From: Harold CAyers ` RFI # RF'00019 GC# Date Jan 23, 2020 Job #20G6 Reason for Request Action Requested Direction Required Response Date puaoib|e Effects: Cost Unknown Time REFERENCE: DRAWING NO..A1]A SUBJECT: Structural steel outside of framing exposed INFORMATION NEEDED: OnAJ.1Aarea .A1st floor plan, east wall ofA13O open office iansteel column o¢grid lines H&0.This steel islarger than the G"framing and sticks outside cf framing nn both sides. Please see the attached sheet and photos. Please provide direction. Thank you, RECOMMENDATION VVodohave a coupleofoptions husuggest. Either add additional layers ofdrywall toboth sides |oallow for aflush face n wrap the steel column with needed framing, drywall, and finish but would stick outside nfthe finish surface ofthe majority nfthe wall. DOCUMENTS: General |MG-0121Jpg General IMG-0122.jpg 2om06-/woAvenue NE, Woodinville, WAoumz r4o5->75-z50m n425-375-omo , 1* Request for Information RFI No: 374 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 Date January 24, 2020 Submitted To: Steve Schmitz Submitted Br Ephram Harsh BNB Project # 118021.100 DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: TJC RFI #374 Exposed Refrigerant Lines Discipline: Architectural Potential Cost Impact Yes Potential Schedule Impact' Subcontractor: Northwest Partitions Subcontractor RFI Na Question Date Required: 1/31/2020 Per field conversation with DLR, there are exposed refrigerant lines on the North Elevator Machine Rm. Per NWP the easiest way conceal these will be to build a 2-1/2" stud chase wall that would run up to the NLT deck. Please advise if this is desired Answer It is acceptable to build a concealing stud chase wall up to ikILT deck as recommended. Answered by: SteVe SChnlitZ DLR GrOUP Copies To: Company & Contact Date Arm ered:01 /29/2020 Fax Notes Page 1 of 1 DLR Group � � � " �w III City ofTukwila ]usticeCenter DATE SENT: 2/6/2020 73-17158-00 T]CRFl#381Exposed Steel at aFIox 381 East Wall ofAZO8 RFl TRANSMITTAL ID` 01933 I � � 2 PURPOSE: Answered VIA: Info Exchange There isSteel onthe East wall ofAZ08that protrudes past the gypsum wall board. We suggest applying another sheet of1/4^ gyp on this wall to conceal the steel. Please confirm if acceptable. susssSTI0v: Response (wnowerea)from: Steven Schmitz (DLmmroup) Acceptable, FROM NAME Michelle Javan TO NAME Ephram Harsh DESCRIPTION orCONTENTS QTY DATED COMPANY DLR Group COMPANY BNBuilders EMAIL I PHONE | �O6-461- | nljavan@�d|ngn]up.co[M | � | `6065x736065 | m Ephrar� Harsh | ' | 206+382-3443 T]C RFI# 381 Exposed 1 2/5/2020 Steel at East Wall of | momeEm | SCALE Bill Brown (8NBuUdmrs) Page 1 of 2 M BrennoChhotenyen (DN8ui|ders) CxUnn Webster (DLRGroup) EphramHarsh Ethan Bernau (Shie|s0b|etzJohnsen) GehUrbas (BNBui|ders) Jeff Clark (BNBui|ders) Sabrina Ames (DLRGroup) Steven Schmitz (OLRGrnup) Tra I I S -tt 0 � - -O20 01923 Page 2nf2 Request for Information RFI No: 381 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: February 05, 2020 Submitted To: Steve Schmitz Submitted By: Ephram Harsh DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Exposed Steel at East Wall of A208 Discipline: Architectural Document Reference. A1.2A Subcontractor: Question Spec Section: Subcontractor RFI Ncx Date Required: 2/12/ 2020 There is Steel on the East wall of A208 that protrudes past the gypsum wall board We suggest applying another sheet of 1/4"gyp on this wall to conceal the steel. Please confirm if acceptable. Answer Acceptable. Answered by: Steve Schmitz - DLR Group Date Answered: 02/06/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 „„ tateklak"ankalitt „ ... .......... -"t7NP;rr7.,. , 41,1r "7- , BN Builders February 10, 2020 SheIs Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI-284 Downspout Size and Adapter Dear Ethan, In accordance with RFI-284 Downspout Size and Adapter, BNBuilders hereby submits our proposal for the additional material needed to enlarge the downspouts. The total proposal of this subject work is Two Thousand Six Hundred Ninety Seven Dollars $2,697. There is a zero -day impact to the Project Schedule. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5124 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseaj.com) Geri Urbas (cieri.urbas(@JDnbuilders.com) Steve Schmitz (sschmitz d rou .com) BNBuilders 2601 4Avenue, Suite 350 Seattle, WA 98121 T. 20E382,3443 F: 20E382„3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBtiiiders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 284 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Additional material for larger downspouts to cover civil drains COP #: 5124 DATE: 2110/2020 BP 07,40 Northshore 2,568.50 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,568.50 $128.43 $0.07 Total Change Request $2,697.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Dale NORTHSHORE Itemized Change Order Proposal Attention: Ephram Harsh Project: Tukwila Justice Center COP / RFI #: RFI 284 Date: 1/31/2020 NSE Ref: NSE 32 By: Kristi Gouy Work Description Grow DS shrouds to accommodate larger downspouts and drain locations QUANTITIES LABOR MATERIALS EQUIPMENT No of Unit Units Description S/Hour Total S(Unit Total Rate Total Labor Shop Journeymen Per Hr $ 82.43 Shop Foreman Per Hr $ 87.95 Field Joumeymen Per Hr $ 79.23 Field Foreman Apprentice Delivery Driver Material 0.125" Aluminum Painted 8 Per Hr Per Hr Per Hr Sheets $ 85.22 $ 59.13 $ 43.77 275,00 2,200.00 Includes additional aluminum and paint Net add of 8 sheets for additional square footage Equipment 20 ft flat bed 0 Per Hr $ 57.00 8 ft 1/2 ton Per Hr 32.29 Finn Power Shear Genius Per Hr $ 396.14 RAS 90 Break Per Hr 74.28 CNC Router Per Hr $ 89.51 Salvagnini Per Hr $ 342.57 45 ft boom Manlift (Rented) Day $ 450.00 65 ft Boom Manlift (Rented) Day $ 500.00 26 Ft Scissor Lift 1000# (rented) Day $ 300.00 $ $ Exclusions: Note: Subtotals Safety act expense @ 2% of direct labor Small tools expense @ 3% of direct labor Transportation $4.76 per Field Foreman Hour Subtotals without overhead & profit Other Expense: 2,200.00 S 2,200.00 s Subtotal of all expenses (labor, materials, & equipment) Contractor liability insurance = 1.75% of labor, materials, & equipment Total value ofwork k for this contract befoi e overhead & proflt 15 % overhead & profit Total Value of work for this contract including overhead & profit 2,200.00 S 38.50 2,238.50 330.00 2,568.50 All owned equipment rates are from the National Roofing Contractors Association's, "Roofing Contractors Equipment Cost Schedule", Ninth Edition, Copyright 2003. Rented equipment as quoted. Contractor agrees that by ordering Northshore to proceed on such above mentioned work, contractor agrees that such work is above and beyond the scope of the original contract, and accepts this itemized breakdown in its entirety as fair compensation for such work. Contractor further agrees that by ordering such extra work, it shall issue a change order as soon as possible, regardless of whether or not owner approves such changes. CONTRACTOR APPROVAL The Contractor/Owner by signing below hereby orders Northshore Exteriors, Inc. to proceed with the above mentioned extra work, and will issuc a formal Change Order as soon as possible. Signature Name (printed) Date Title NORTHSHORE EXTERIORS, INC. I 1831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 • 425.740.3700 * Fax 425,740.3701 WWW, n o rthsho re ex t•com 04Feb20 08:08 SALES ACKNOWLEDGMENT Sold By: Pacific Metal Company 22601 76th Ave South Kent WA 98032-2930 Tel: 253-796-2840 Fax: 253-796-2845 Sold To: (236791) NORTHSHORE SHEET METAL 11831 BEVERLY PARK RD BLDG "C" EVERETT WA 98204 Trm 196 10 net 30 Frt PREPAID Con KRISTI GOUY Slp Shelli Brevik SALES A REC HOURS 6AM-2PM MON-FRI No: SEA WS-367496 Ship To: ( 1) NORTHSHORE SHEET METAL 2822 119TH ST SW SUITE A EVERETT WA 98204 Ord 04Feb20 Due07Feb20 Via OUR TRUCK PO/Rel 2950/KRISTI Tel 425 487-1111 FOB DESTINATION CKNOWLEDGM ENT SO No SEA WS-367496 1 5052 Aluminum Sheet W/#9833 Vinyl 1 SIDE .125 X 48.0000" X 120.0000" MATERIAL 150 PCS @ MF NORTHSHORE PVC ALL ALUMINUM SHEET WITH #9833 ALL AUTOFEED SKIDS HAVE NO INTERLEAVE NO DUNNAGE REQUIRED BETWEEN AUTOFEED SKIDS 4600 LB MAX SKIDS (PREFERS 3500 LB -MAX SKIDS) AUTOFEED SKIDS ON ORDER LINES OF 10 PCS OR MORE ************************************************* FUEL SURCHARGE INFORMATION: The current fuel surcharge is $17.00 per delivery. We will continue to monitor our fuel costs on a quarterly basis and adjust the surcharge accordingly. Thank you for your continued business. * Order Totals: ****************************************************** Material 22,524.00 ***************************************************************** 150 PCS i00 EA ** Processing Page: 1 .... Last Freight Other 10,476 LBS 22,524 00 1 Items 10, 476 LBS ********************* Taxes ORDER AMT 22,524.00 USD ************ ARTISAN FINISHING SYSTEMS 02/04/20 QUOTE OT-6879 02:10 PM JOB TUKWILA JUSTICE CENTER CUST NORTHSHORE EXTERIORS Part Number 'Ye"MILL ALUMINUM; PAINT AS SHOWN: DOWNSPOUT SHROUD BUTT PLATE TOUCHUP KIT FINISH T/M OLD ZINC GREY SAMPLE/2-COAT/BLENDABLE Length Length Lineal Ttl (feet) (inch) Feet Sell Quant 15 10 90 12 6 TERMS: NET 30 DAYS F.O.B: ARTISAN, QUOTE EXPIRES 30 DAYS FROM QUOTE DATE 96 $ 1,548 This price is for 3 shrouds painted Old Zinc Gray (@ Euitone). The quantity 9 above is for paint per Sheet, so roughly $170 per Sheet for paint; 0 BNBuilders Request for Information RFI No: 284 Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: November 01, 2019 Submitted To: Steve Schmitz Submitted By: Ephram Harsh DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Downspout Size and Adapter Discipline: Architectural Subcontractor: Subcontractor RFI No: Question Date Required: 11/8/2019 Architectural drawings call for 3"x8" downspout to be installed on the exterior of the building where downspouts tie into ground plumbing. This size causes conflict with the connection of a square over -sized downspout to a 6" round plumbing pipe. It is requested to alter the size of the downspout to a 4"x6" rectangle in which a manufactured adapter can be placed at ground level for a proper connection. Material for downspout will be similar to the collector box in gauge, material, and color. Please confirm acceptable. The ground plumbing lines on the south wall are currently standing off the building to an extent that will require a jog in the downspout to be built. Each location varies in distance from the wall and will be built as needed for proper connection. Answer 1. Size change from 3x8 to 4x6 is acceptable. 2. Acceptable. Minimize shroud size as much as possble. Answered by: Steve Schmitz - DLR Group Date Answered: 11 /04/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 1U0�n9 7odaytDa��` From: Nathan, Axiom Information Requested: Downspout shape size and connection Description: Architectural drawings call for a 3" by 8" downspout to be installed on the exterior of the building where downspouts tie into ground plumbing. This size causes conflict with the connection of a square over -sized downspout to a 6" round plumbing pipe. It is requested to alter the size of the downspout to a VxV square in which a manufactured adapter can be placed atground level for aproper connection. Material for downspout will besimilar tothe collector box in gauge, material, and color. The ground plumbing lines on the south wall are currently standing off the building to an extent that will require a jog in the downspout to be built. Each location varies in distance from the vvaU and will be built as needed for proper connection. Location & Limits: South wall along gridlines 1 & 2 References: A4.1,44*Al 0.1 Signature: Date- 1031/13 Response: Plumbing connection t ground level varies from exterior face of null Plumbing connection t ground level varies from exterior face of null PREFINISHED ANTI - CLIMB SHROUD, FULL HT DOWNSPOUT, WHERE OCCURS POP -RIVETS, PAINT TO MATCH JOG IN DOWNSPOUT TO TIE INTO GROUND ----1---- PLUMI3ING SQUARE TO ROUND FIRST LEV ADAPTER PERIMIETER DRAINAGE, SEE CIVIL RIGID INSULATION WITH PROTECTION BOARD AT BELOW GRADE DAMP PROOFING AT FOOTING 6ttUIVIL on *It 4,444 • 14%)/044 4\4 leo ‘4014 00Vite#4*44-44° t444 44 r v." REQUIRES AN INCREASED SIZE GENERAL NOTE: SHROUDS OCCUR AT ALL DOWNSPOUTS. SEE TYPICAL DETAILS FOR EACH FOUNDATION CONDITION, UNO VAPOR BARRIER UNDERNEATH SLAB , .;. LOCATION OF ..4ROUNP PLUMEING E4.1A-VARIES OFF 'N EXTERIOR FACE OF -° WALL •0 RE' 44 FOUNDATION DETAIL AT DOWNSPOUT A1O.1 1 SCALE: 1" 1'-0" INTENT IS TO USE BLACK ADAPTER SLEEVED INTO GROUND PLUMf31NG LINE