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HomeMy WebLinkAbout18-049 - BN Builders - Public Safety Plan: Justice Center Construction Management (Amendment M-O)18-049(0) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 010 (COVID) DATE: 5/28/2020 PROJECT NO,: 91630501 PROJECT NAME: PSP — Justice Center TO: BUDGET NO.: 305.98 CONTRACT NO.: 18-049,1 (0 ) 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 5/28/20 Contractor BNBuilders 6/" By (RA Original Contract (without tax)* Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT Title Pro'ect Manager $ 34,049,999.00 $ 1,693,776.00 $ 188,646.00v By $ 35,932,421.00 Original Contract Time: 546 days (December 18, 2020) dditional Contract Time for this Change Order: 0 days Updated Contract Time: 546 days (December 18, 2020) APPROVED BY THE CITY OF TUKWILA Date 6/41/5000 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 47) *The original contract value is construction only and does NOT include preconstruction or amendments to preconstruction. x i it "A" C A CITY OF TUKWILA Project Name Project # TO CONTRACTOR: S AWYI C A - PUBLIC SAFETY PLAN Justice Center CO # 10 (COVID) " 91630501 Contract # 18-049.1 ( m ) Date 5/28/20 BNBuilders 2601 Fourth Ave, Suite 350 Seattle, WA 98121 COP/CCD # Description Reason Code Amount COP 5501 COVID-19 Costs for Valley Electric for APRIL. COVID-19 protcol impacts, additional cleaning and labor efficiencies for April. Includes costs to update and implement new safety protocols COVID $40,956.00 COP 5502 COVID-19 Costs for Interior Woodworking Specialists. This includes costs for the duration of IWS scope barring any additional restrictions required by BNB's Mission Critical Protocol. No COVID related costs anticipated beyond April, unless protocols change. COVID $16,991.00 COP 5503 COVID-19 Costs for Northshore Exteriors. Additional resources required to comply with CDC requirements for COVID-19. Includes 2 additional field workers, an additional lift, and labor to clean on site trailer twice per day. This cost proposal is for the remaining scope of work for NSE. No COVID related costs anticipated beyond April. COVID $17,998.00 COP 5504 COVID-19 Costs for Johansen Mechanical for APRIL. Extra work due to COVID-19 safety responsibilities. Includes PM developing new safety protocols and Safety Manager implementing safety protocols for JMI shop & field labor activities. Dedicated apprentice sanitizing job shack trailer, cleaning shared tools, wiping down surfaces. Labor inefficiency of approx. 12.5%. COVID $22,027.00 COP 5505 COVID-19 Costs for BNB GCCM for APRIL. Includes increased sanitation (add'l wash stations, portable restrooms), swing shift labor (Foreman and laborer), modified site logistics (fencing and tents), check - in staffing and equipment, sanitizing/wiping down jobsite trailers/doors/tools, creating, revising and enforcing BNB's Mission Critical Protocol. COVID $60,041.00 COP 5506 COVID-19 Costs for BNB Structures Package for APRIL: Inefficiencies for April 2020. Inefficiency factor of 12.5% (lhr in a 8hr shift). COVID $1,112.00 COP 5507 COVID-19 Costs for BNB Doors/Frames/Hardware Package for APRIL. Inefficiences for April 2020. Inefficiency factor of 12.5% (Ihr in a 8hr shift). COVID $390.00 COP 5508 COVID-19 Costs for Caliber Concrete for APRIL. Material cost increase from Caliber due to COVID. COVID $2,309.00 COP 5509 COVID-19 Costs for Northwest Partitions for APRIL. Additional labor premium for swing shift (starts 4:00pm (4) days a week for a (10) hr shift) and labor inefficiencies for April 2020. COVID $13,975.00 COP 5510 COVID-19 Costs for Workpointe. Labor premium for after hours work and travel time. Daily truck rental and waste removal, Onsite supervision and coordination. No COVID related costs anticipated beyond April. COVID $4,058.00 COP 5511 COVID-19 Costs for Great Floors for APRIL. Additional labor premium for swing shift starting at 4:00pm. COVID $8,789.00 Change Order No. 10 (COVID) S188,646.00 BNBuilders May 26, 2020 RE: Tukwila Justice Center Project Overview of COVID-19 Regulation Requirements and Inefficiencies To whom it may concern, As we work through analyzing the impacts of the COVID-19 pandemic, this memo is being issued to document the regulations creating new project compliance and the measures being implemented to first and foremost maintaining the health and safety of all workers and personnel on the Tukwila Justice Center Project construction site, as well as ensure compliance with the rapidly changing regulatory environment. Proclamation 20-25 "Stay Home — Stay Healthy" On March 23, 2020 Governor Inslee issued Proclamation 20-25 "Stay Home — Stay Healthyorder, followed by Memorandum on March 25, 2020 clarifying construction guidance in relation to the determination of 'essential' projects. This construction guidance memo included the requirements that any project determined to be essential must still maintain proper social distancing requirements, as well as work protection measures before proceeding. OFITCC OE TOE GOVONOIV ..11014,01SA 1,140.20.1,1111NI,VICCOVE1.011 1,1FA10,111101-1,1,1111,111-01, SI &V 1111,11,-N ur III, 5NBuildels 2601 4111 4,\\Fellue, Suit: 350 Seattle, \NA 93121 206.382,3:443 F: 296.382.3440 B N B omBuilders BNBui|dersPrevention & Guidelines Tomaintain worker safety, compliance with Proclamation 20-25.and compliance with developing Center for Disease Control (CDC) recommendations, BNBuilders implemented a Mission Critical Protocol for each project site, including the Tukwila Justice Center construction site, with subsequent updates being issued to these requirements. � WIV- C66.1 P—W W-1.0.� P--,.�� -----'~ _ ' Requirements ofthe prevention protocols included: ~ Daily self -assessments bveach employee � w CDC guidelines for control ofthe spread VfCOVD-19:stay home if you are sick, wash your hands often, donot touch your face with unwashed hands, cover your coughs and sneezes EE H yuV,t &ick, slay K�, resi, and rwirmW Im � DNBoi|dca 2601 4'»Avenue, Suite 350 Seattle, W:9Vl21 T: 2O6. S'O2]443 BNB BNBuilders • Posting of CDC posters to increase awareness of preventative measures • Providing disinfecting wipes for disinfecting of workstations, breakrooms, and tools on a regular basis BNBuilders 2601 zl' Avenue, Suit -a 35C Seattle, WA 93121 T: 206.382.3443 F: 206.382.3440 BNB BNBuilders • Additional hand washing stations Atoakii.\4***ASN **atx<h,,et\AAbvtoN' .mtipti% .„, ooluis • Daily sign in required for all people entering the jobsite • Conduct CDC health screening BNB 2601 atii' Avenue, Suite 350 Seattle, VVA 93121 T: 206.382.3443 F: 206382.3440 B N B omovnuom ° Maintain social distancing, including: worker spacing, staggering of work schedules, break areas with regular disinfecting, eliminate large work -related gatherings, postpone non -essential work travel, postpone |er0a project tours, remote work if possible w Restricted entry/exits tothe 'ubai$a. �B������°^���� POW o ° Implementation of Phase 1 Construction Restart NonhLot Outside Aea not to exceed 50 wotkots. Please maintain the 6' On April 24, 2020 an addendum to Proclamation 20-25 was issued that defined the criteria for construction projects toraotart.eovveUeutheoritehetobenna bvMay 1. 2O2Ofor project thetvvaredeennedeoomnba|andhodoonhnuadconetruotion.Thia addendum included 3Urequirements; many Ofwhich had already been met by BNBui|dera' K8iSaiUn Critical Protoon|, but additional requirements included: w Mandatory COVID-19 Exposure Control, Mitigation, & Recovery Plan (SSSP) * Mandatory C{JV|D-18Site Supervisor * Mandatory Personal Protective Equipment (PPE),specifically gloves and face masks required otall times 3NBudder is 2601 o^`Avenue, Svite350 Seattle, vYA93121 T:Z06.38Z344:�` P:206_:,8Z3'44U • Mandatory screening of all workers by taking their temperature at the beginning of their shift 4.4s. • „ „ SNBuilclers 2601 4 Avenue, Suite 350 Seattle, WA 98'121 T: 206382.3443 F: 206.382.3440 Rw Common Contractor and Subcontractor "Baom|ine"Inefficiencies While each individual trade will experience different impacts of the pandemicend associated new regulations to their respective installation activities, each worker on site is subjected to 'baseline' inefficiencies that are a product of adhering to these regulations. Examples ofthese'booeU0e'inefficiencies include: � Waiting through daily health screening/temperature check line ^ Regular 'toolbox' meetings for review ofnew safety protocols ° Daily sign -in process ° Management nfyioitors/deUve[ies/pick'upscreening & sign -in process throughout the workday ° Staggering crew access totoolboxes, oonnex'8.crew trailers, etc ... slowing daily preparation/tool gathering process ° Staggered breaks and cleaning of break area at beginning and end of each break ° Cleaning of tools regularly, typically beginning &end of shift ° Limit sharing oftools, increase quantity nftools needed onsite ° Maintaining additional PPE supplies ° Loss of production from additional PPE, specifically face covering at all times ° Subcontractor designated C[}V|O'19supervisor ° Maintaining social distancing mtall times (in particular, prior tothe Addendum toProclamation 2O-25was issued which opened upaprocess toallow workers tobewithin O'ofeach other with the correct planning, documentation, and PPE.) • Safety glasses fog upwith requirement offull-time face coverings, creating inefficiencies tode-fog glasses regularly and slow work ° Split stretch & flex groups tominimize onsite gather sizes The extent that each worker isimpacted by types of common added regulatory requirements above will vary by subcontractor, depending oncrew size, existing facilities trailer space, tool otonmge, etc ... )and other factors. These 'baseline' impacts will need to be reviewed on a trade by trade basis, however through discussion with several subcontractors and industry resources, a general consensus is being developed that quantifies these impacts within a range of3Oto75minutes per worker per day. If you have any questions regarding the information presented within this memo, do not hesitate to contact me. Thank you. Jeff Clark Project Manager BNBuilders 0NGoi|dcn 260\ 4* Avenue, Suite3,0 Seattle, VVA98|Z1 T:2O638I344 Fi 206,3823WAO PROJECT NAME: Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY Tukwila Justice Cnmv CcmaG# GENERAL CONTRACTOR: owemmers,mo. DESCRIPTION OF CHANGE: April Covid Costs - Valley DATE: 512812020 BP 26.00 Valley 1st-tierSubcontractor Cost Total (Direo Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment Total Change Request 0 1.0 COP Cost Breakdown 0 CNI CO 0,1 1.0 C. Equipment $/Unit Costs 1$ - 111111111111111111111111111 69 69, ,E9 69 09 6, 69 69 Eft 69, 69 E9 69 69 64 69 69- 69 69- 69r 69 69- 69 69 B. Material $./Unit Costs 6'9 69 69 69 69 69' 69 69 69 69 69 69 69, 69 69 69- 69 69- 69 Cd A.1. Labor Premium $/hour Cost ..- 69 i 1 11 1. r 69 1 <719- 1 69 i 69 1 i 69 1 It 1 69 i 69 i 69 i t 69 1 69 li 1 69 1 69- 1 69 ii 69- 69 Total Cost of Work A.1 Description 'Quantity Unit Prod. Per Day Based on Parame E g u` 0 E Protocol Impacts & Delays (March 3 0 0 Dedicated Apprentice for Daily Cleaning of Break Areas, Offic ra / } 4-4 \ • ®\/t « \ \ /\ Cu /\f 13 »+2ao 41.2 —la c> HU /ƒ\ E 0 00- \ƒ -//\\ \I$ iƒƒf( ƒ§ƒ Lu \ CU /\ < Senior Project Manager al &}Oa no =0 22 § \± &k\ � }} cx \\ 0 ƒ\ \ /\ ,n Extended Labor Total Subtotal Non-Working/Supervi Hours listed above are for Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBu PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR. BNBuilders, Inc. COP #: 5502 DATE: 512112020 DESCRIPTION OF CHANGE: IWS Impacts to COVID-19.This includes costs for the duration of IWS scope barring any additional restrictions required by BNB's Mission Critical Protocol BP 06.40 BNB Architectural Casework 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $16,594.00 $16,594.00 $396.60 $0.40 Total Change Request $16,991.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2.39% COP Cost Breakdo 0 LO LO 0 0 C") a .94 00 O sr EN** 0 itzsi L() CO CO A.1. Labor Premium I B. Material I C. Equipment I $/hour Cost I $/Unit Costs I $/Unit Costs I 1111111111111111111111111111 ER ER ER ER 64 69. ER ER ER ER ER EIR ER ER ER ER EiR ER ER Li 1111111111111111111111111111 64 ER ER ER ER ER ER ER ER ER ER ER ER ER ER 6R 64 ER 69. 69. 69- ER A.1. Labor Description _Quantity Unit Prod. Hours $/hour Cost ilig[iiiti ER 69. 6R VD. 64 ER. 1 ER 1 69. It 69. 1 i III v 64- I ER t ER i 69. I E1R 1 i t tr ER !Total Cost of Work A. Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BN Builders CCD/ASI #: COP #: 5502 DATE: 512112020 DESCRIPTION OF CHANGE: IWS Impacts to COVID-19.This includes costs for the duration of IWS scope barring any additional restrictions required by BNB's Mission Critical Protocol Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractors Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $o.00 $0,00 $0.00 $o.00 $o.00 $o.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) $16,594.00 $0.00 Total Subcontractor Change Request $16,594,00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 0% 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 0/Unit Costs $/Unit Costs $ - - - $ - - $ - - - - $ - $ - $ - $ - - $ - - - $ - . - $ - - $ - - - $ - $ - $ - $ - - - $ - - - $ - - - - $ - - $ - - _ $ - $ - - $ - - - - - $ - - $ - $ - $ - $ - $ - $ - - $ - $ - - $ - - - $ - - - $ - - . $ - $ - - $ - - - Total Cost of Work A. $ - $ - $ - B. - C. - INTERIOR WOODWORKING SPECIALISTS ��� ���� v_nxan��e "�n����r � Number51 Rgv2 Date 04/16/2020 To: BNBU0}ERS INC Project: 19O19TUKVVLAJUSTICE CENTER 2601 Fourth Avenue, Suite350 15001 Tukwila International Blvd. Seattle, WA 98121 Tukwila, WA 98188 Office: (206)382'3443 PM: ]ami Ha|se The contractor agrees to perform and the owner agrees to pay for the following changes to this contract Elite Installation added costs: Additional PPE cost $8OO Additional Labor cost $11'lOO(l11man days 8D60minper day) IWS added costs: Delivery the estimated added deliver time will be 3Ominutes / work order or22hours total Materials (PPE) Estimated 1mask per person per delivery. Estimated 2Odeliveries and average of3employees per delivery Clarification: 30 minutes/worker, ' This equates to 30 hrs, however mS has opted not to ' valueincrease change proposal beyond original submission ' Source: Tukwila Justice Center Updated Mission Critical Protocol ACmft Labor Costs B Material Costs C Equipment Costs $4,414.00 $180.00 $0.00 D| E]Small Tools m�mm~1S~m> _ - . | F Safety (0�.mA) - GOverhead & Profit (1ssu|D) _ HSub-Subcontractors � - | Overhead & Profit onSub-Subcontractors (8�. of ) Subtotal (A+E�~c)| $4,594.00 $0.00 $0.0 -- --- $U]0 $12,000.00 Clarification: IWS has opted not to charge insurance or bond as ^ it was not included on the original proposal Subtotal <o+s+F+s~n+0 N/1 ! Negative changes will lower the overall contract price requiring noadditional payment byowner. Grand Total (i~x+1-). $16.594.00 Requested Amount ofChange: $1�5941K0 The .original Contract Sum was $741,640£3 Net change bvprevious Change Orders $112,241.90 INTERIOR WOODWORKING SPECIALISTS Change Order Number: 51 Rev: 2 Date: 04/16/2020 The Contract Sum prior to this Change Order $853,882.53 The Contract Sum will be changed by this Change Order $16,594.00 The new Contract Sum including this Change Order will be $870,476.53 The impact to schedule will be changed by 5/19/2020 11:34:58 AM Page 2 of 3 INTERIOR WOODWORKING SPECIALISTS Direct Labor Clarificaiton: Includes coordinating site requirements with installers and delivery personnel, added GC coordination/communication, rescheduling due to vendor and labor impacts, additional vendor coordination and shipping delays. Hours Rate Change Order Number: 51 Rev: 2 Date: 04/16/2020 Extended With/P&OH DELIVERY Site Unload Truck 22.00 $90.000 $1,980.00 $1,980.001 PROJECT MANAGEMENT 8.00 $125.000 $1,000.00 $1,000.00 SAFETY ENG. 16.00 $89.625 $1,434.00 $1,434.00 Materials Unit Qty Unit Amount Extended With/P&OH SAFETY SUPPLIES Sub -Subcontractors 1.00 $180.00 $180.001 $180.00 Amount With/P&OH ELITE Signed: Title: Date: $12,000.00 Signed: Title: Date: $12,000.00 5/19/2020 11:34:58 AM Page 3 of 3 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. CCD/ASI #: COP #: 550 DATE: 512112020 DESCRIPTION OF CHANGE: Covid-19 Costs for Northshore. This cost proposal is for the remaining scope of work for NSE BP 07.40 Northshore Exterior $17,578.13 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $17,578.13 $420.12 -$0.25 Total Change Request $17,998.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2 39% COP Cost Breakdown c) 14) d EZ m z 0 0 C 4., 0 e • o• . .e. 11) = cr U.1 Cj � $/Unit Costs | 1 64 I 64 I 64 I V4 I V4 I 03 I 64 I I 64 I ea I I I V4 I I V3 I 64 I I 64 I 64 I 64 I 64 1 I I 64 I V3 I U4 I V4 64 (..) A.1' Labor A,1. Labor Premium B. Material Description Quantity Unit Prod. Hours $/hou, Coo $/hour Coat _$xJnb Costs 1111111111111111111111111111 04 V3 64 U4 64 ea ea V4 64 V3 V4 V4 64 V4 64 V3 64 63 Cd 1 64 II 64 t 1 t 64 11111 V4 64 e4 E4 b4 lir 64 V4 'loll 64ft 4 t U4 1 64 1 i 64 o V3 . 1111 V3 ea 64 ITotal Cost of Work A. 4 { 0 S �i`111�1�11'�l5t�bR�,� Itemized Change Order Proposal Attention: Jeff Clark Date: NSE Ref: By: 5/19/2020 Project: Tukwila Justice Center NSE 54 COP / RFI #: Kristi Gouy Work Description Additional resources required to comply with CDC requirements for COVID-19 - for Monday, 427-Friday5/15. Includes additional field workers, an additional lift, and labor to clean on site trailer twice per day. QUANTITIES LABOR MATERIALS EQUIPMENT No of Unit Units Description $/Hour Total $/Unit Total Rate Total Labor Shop Journeymen Per Hr $ 82.43 $ - $ - $ - Shop Foreman Per Hr $ 87.95 $ - $ - $ Field Journeymen 20 Per Fir $ 79.23 $ 1,584,60 $ - $ - Field Foreman Per Hr $ 85.22 $ - $ - $ - Apprentice 240 Per Hr $ 59.13 $ 14,191.20 $ - $ - Delivery Driver Per $ 43.77 $ - $ - $ - Material $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - 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 $ - $ - $ 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) 0.5 Month $ $ - $ 3,000.00 $ 1,500,00 $ - $ - $ - Subtotals Safety actexpense 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 $ 15,775,80. $ - $ 1,500.00 $ - $ 15,775.80 8 - $ 1,500.00 liability Total this contract Subtotal of all expenses (labor, materials, & equipment) insurance =:1.75%of. labor, materials, .&.equipment value of work for this contract before overhead :& profit 15 Ve ovwhoad & profit $ 17,275.80 $ 302,33 $ 17,578.13 $ 2,591.37 including overhead & profit $ 20,169.50 Exclusions: $17,578.13 . 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 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBulIders, Inc. DESCRIPTION OF CHANGE: April 2020 Covid-19 Costs for JMI COP #: 5504 DATE: 511212020 BP 07.40 Northshore Exterior $21,513.22 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $21,513.22 $514.17 -$0.39 Total Change Request $22,027.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2.39% inc. 20109 144th Ave NE • Woodinville, WA 98072 (425) 481-2266 Bus • (425) 486-6933 Fax 4.30.2020 BNBuilders RE: Tukwila Justice Center / Covid 19 Jeff— Johansen Mechanical has realized extra work activities due to Covid 19 Safety responsibilities. The new and added responsibilities include, Project Management overview of developing new safety protocols, Safety Manager implementing safety protocols for JMI shop & field labor activities. JMI has a dedicated apprentice sanitizing the job shack trailer after the day starts and after any breaks as well after lunch and once at days end. Also cleaning shared tools as ladders, lifts, vacuum cleaners, power cords etc. In general wiping down and sanitizing sharcd tools and devises of JMI. Attached is our break down of labor activities for the month of April for Covid 19. JMI is experiencing a labor reduction of 12.5% to manage the Covid 19 safety protocols. Thank You, Theii VP of Operations Johansen Mechanical Inc. Johansen Mechanical, Inc. PHONE 425-481-2266 FAX 425-486-6933 CHANGE ORDER DETAIL JOB NAME Tukwila Justice Center DATE: BILLING CONTRACTOR BN Builders, Inc. JMI COR #: JOHANSEN JOB # P11960 DESCRIPTION: EXCLUSIONS: REFERENCE: SCHEDULE IMPACT: 4.30.2020 8018 APRIL Labor & Materials for added safety relating to COVID 19—APRIL CDC requirments fo added safety (oSHA & L&I) YES I. LABOR: A. Field Superintendent A. Field Foreman B. Fieled Journeyman C. Field Apprentice G. Shop Foreman B. Shop Journeyman D. Material Handler/Delivery E. Project Manager H. Safety Manager II. MATERIAL AND EQUIPMENT A. MATERIALS B. EQUIPMENT C. FREIGHT D. RENTALS E. VEHICLES (10% of LABOR "A") III. SUBCONTRACTORS 4.00 HRS @ ....... ..... .. 18.75 HRS @ . ... . ... 60,82 HRS @ ....176,00 HRS @ 0,25 HRS @ 0.63 HRS @ 0.32 HRS @ ... .. HRS @ ....... . .. .... .... 12.00 HRS @ $ 114.19 = $ 456.76 $ 101.46 = $ 1,902.38 $ 95.06 = $ 5,781.55 $ 64.86 = $ 11,415_36 $ 125.69 = $ 31.42 $ 95.06 = $ 59.89 $ 79.69 $ 25.50 $ 104.92 = $ 839.36 $ 103.73 = $ 1,244.76 LABOR TOTAL 21,300.22 MATERIAL EQUIPMENT TOTAL $ A. ALL SUBS $ SUB SUBTOTAL IV. OTHER DIRECT COSTS A. SAFETY @ 2% OF LABOR i B. SMALL TOOLS AND CONSUMABLES @ 5% OF LABOR !$ C. PERMITS $ OTHER DIRECT COSTS TOTAL V. TOTAL ITEMS I, II, III, AND IV $ 21,300 22 VI. OVERHEAD & FEES A. OH & P B. N/A C. SUBCONTRACTOR MARKUP D. B&O TAX @ VALID FOR 30 DAYS 0%i 0%! 0%! 1% TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL $ $ $ $ 213.00 $ 21,513.22 This change proposal only includes costs that can be identified at this 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 of cost prior to final settlement of the contract. ww co al E E o o u 03' al4. ' > > .17., (.3 f0 113 C C I-1 H ar > > .-I 0 0 Kt •14<ZZ Job Status: Phase Status: E 0 1. 0 L. .0 U , • fa .0 71. 1.1 0 CJ O. 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CI_ to CC W 0 0- a a a it P .0a .c et Check# E39380 Check* E39 Check* E39 LL 1.0 CO C4 CO 0 0 Check# E39191 JUE Job: P1196( 0 0 0 0 Es! c°1 CO ID 0 0 r‘l CO VI .L; 0 0 co w 0 a. 0 10 ERIC M BERNIER (0 0 N N 0. 0 0 e: 00-2030-000 (.0 0 ca Phase: 00-2085-000 DELIVERY Cost Type: L Nc..) 0 Check# E39238 KOLE D ALLEN a_ w 0 C7' 00 0 0 CC CL 0 0 0 0 0 CI . . Check# E39225 DC 0 ca 5) O. 0 0 0 CO -J 0 Z W0 LU Lu 0. 111 0 0 0 5 5 If CO CO 0 0 0 0 Z Z Z 0. I X eL CL CL 0 CI 8 Lc) -4 4 0 0 0 Check# E39225 N Check# E39387 MARK R. NOSBUSCH MARK R. NOSBUSCH 0 0 uJ 9 z 0. uJ w 0 0 co 0 Cr 0 Le) lea 0 Check# E39208 FY 0 m Q O z 2 a O EL a 0 0 0 C J J J raOO.0 w re �ro a CL a O 0 0 tl4° N 0 4-y Q O O Check# E39258 Check# E39368 DEREK R HOLM DEREK R HOLM DEREK R HOLM 0 co Subtotal 00-1030-000 Cost Type: L LABOR BOR COVID 19 Cost Type: L LABOR Phase: 00-8018-000 FIELD LL LL LL LL -7 -7 -a - -7 -) - - U_ U_ LL U -a -a --a -7 --) -7 -7 -) `7 0 C. C. 0 In 11). 10 O C) 0 .O^� an iea Sr) 0 [ra L(). 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Ct r r r r O O O O 6 CJ Q O O O JOSHUA P BIACKBURN JOSHUA P BLACKBURN Check# E39194 Check# E39194 c m m FL 0 0 0 N N N r a) NO (71 0) N w w w W - L L L• o U U o JASON E KECK JASON E KECK W w Se Se W w z z W O O O O _)i 5) 4 5 mmm0YYYY W s ate. a 0 a a 0 �.10 CO 0 0 m M ro 0 w W 0 0 0 0 0 0 I w dw mogw[ W LL! 0. d LL t N h F- 1- z z z 0 0 0 0 d EL a EMORY D THOMAS EMORY D THOMAS Check# E39231 M <7 VO 'V V N N N N N 45) W W W W W t - 0 ID CD 0 0 0 0 0 co co z§ F F p 0 ce 22 W w JOSHUA P BLACKBURN JOSHUA P BLACKBURN JOSHUA P BLACKBURN JOSHUA P BLACKBURN Check# E39254 BRANDON J GILSETH Check# E39254 3 N N w w w 0U Cs 0 0 Check# E39255 Check# E39255 Check# E39255 se se se W W Il C`I 3 ca z Z z z p C1 p O O O O 0 0 p p z z z z z z Z000 0 0) c 0 0 o gg wn E O 0 0 0 0 O O O m m m m m a a a i-- H F F m m m m o co 5 3 C7 EL cL a O a a a a EL a a a a a a a PR HALDA JASON E KECK Check# E39262 JASON E KECK < 4 2 U < w Y ce EL EL EL O O O O O O O 0 10 0 Cr O O 0 C. Cr O O 00 00[70000,000 N N N NNNN N Nct N NVO N (4 romN Nrt- rN r Nr Nrr NN V C d' 0 0 O 0 O O° O O O V O O OOg_ rr Nr 00000 000O O 8 O Nr C. 1.0 ti P.- Check# E39262 JASON E KECK Check# E39262 JASON E KECK N W N O -7 --a —3 -, -) -a LL. LL LL. LL -s - 3 --) -7 -3 -a -3 t •.U) �f) tt'D IO )n '0 '0 N IO O O O O )D u) ICD lO O tO L U) 40 4 h h R N h N h N t t 0 0 0 0 tF h- O` t+ O h; {^; h 1'- C) 4 4 4 O 6 6 O O T r T .- 0 4. 4 0 0 0 0 o T 0 0 0 0 0 1.00 0 N 00 O CO N N CO CO V' V .V V' d' a) a) 0) O) O) �gCD�a Wy} y�L(DCD (0 CCD CO W W y N < 0 • IU 11) N Q) 4) 0) 0 Q) Q) . L . L L L L .0 .0 -C .0 Sa.• 0 0 0 0 0 0 0 0 0 0 W WWW Y EC • IY CC CC C wo:ooa:o1�56 )ra a a a a W j- H H H z Ez z z:z;z z z z z gAg EL / a �D ten/ LL CCLL a. a O. a EMORY DTHOMAS EMORY D THOMAS EMORY D THOMAS EMORY D THOMAS EMORY D THOMAS Check# E39293 JOSHUA P BLACKBURN Check# E39293 JOSHUA P BLACKBURN Check# E39293 JOSHUA P BLACKBURN Check# E39293 JOSHUA P BLACKBURN Check# E39307 Check# E39307 w W w J J 0 5 zz O O 0 zz CO 03 Check# E39307 BRANDON J GILSETH Check# E39307 BRANDON J GILSETH Check# E39307 BRANDON J GILSETH Check E39316 JASON E KECK 0 0 0 JASON E KECK JASON E KECK JASON E KECK w • w w w w O O O O o W W W O o 0 0 0 g g Ca Ca-J .J , w w w w a. a s a_ a a a a. a s CL a s a. O. n. a D. JASON E KEC 10 N u) t• r ti O O O IOto O 0 0 eD 8 8 0 0 C L L .0 0 0 0 0 WWWW O 0 0 CC 0 Et CC 6 6 6 0 =z; z • z z z W•l 0000 4¢ cd .4 0 0 O 0 0 4 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 .0 0 0 0. 0 0 0 0 N N N N N N N N N N N N N _N N N N N N N N N N N N .'N N N 'N • N. N N N T T T T T CO CO CO CO O m 03 W 00 '0 CO W Q? m CO :•W (0 W 0) i 0) W t[) W T T T T T T T T T T T r_ T T T T T T r T T T V. T T _ T T T T ✓ V V 'V' V • <t !1' tl' V' 'V' of 4 4 . et 4 C' - - 'd' -4 '4 rt �' d' �Y 'd'. tl' '4. V' V' V' < 0 0 o 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0, 0 0 0 0 LL LL LL LL 7 '5 -) -) --a -a -) - -3 LL. IL IL -7 -3 -3 - -3 -3 -a -3 0 0 0 O. 1 1' F h 1- o h KON.:n 0� r r r ® O d 0 0 e r 0 0 O 0 ';a® Check# E39350 JOSHUA P BLACKBURN Check# E39350 JOSHUA P BLACKBURN Check# E39350 JOSHUA P BLACKBURN Check# E39350 Check# E39364 ID CO C9 CO CO CO CO w CO CO w w w L L L L L U 0 0 0 U BRANDON J GILSETH BRANDON J GILSETH BRANDON J' GILSETH BRANDON J GILSETH DAMON D IiALLAMECK Check# E39365 0 O m Check# E39373 JASON E KECK h n h CO CO a0) rn t) M M M W W W w N W U 0 U JASON E KECK JASON E KECK z 0 Q (0 to u) O O 0 0. N N N N- h (- r c0 (D ; to 0) �0)) W N N N N c') CO 0 CO CO C9 Cl :I to ccoo ccoo to W W W W W W W W W 1 U U U U U U U U U U U 11) tU 0 43 N N N N N (U r L L L t L U 0 U U U 0 U U 0 0 0 U W W W W a a a0 0 EL a a a z z0000 CCCCIXIY JOSHUA P BLACKBURN JOSHUA P BLACKBURN JOSHUA P BLACKBURN ,NDON J GILSETH CO BRANDON J GILSETH BRANDON J GILS NDON J GILSETH JASON E KECK JASON E KECK Check# E39436 JASON E KECK Check# E39436 ASON E KECK o d d d ,oaddg d_' �m 0uWYt XaWW XaLWu WYaaaaaa g j =' m mCO CO v v mJ0Uca _l JaaWWWW•d W W W Lu mmmm a 3390z i a a a o. o Do 9 F..-9-7 t9 Ce aa aaa re aaaaa I��Yo � a' 0 c re D a' a re 1 a' a a a' re Q. a a a a a a a a a a a a a a a_ a s a« a _ a a. a s a, a a a a a a a a a a O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0' b 0 t0 i 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 N N N N N N N N N N N N N N N N N N N �N < N N N N N N N N N N N N N N u) cc) ) en u (0 u-0 u) m `in cn t3 in to u) in c) : u), , u) ua u) u) NNN N N N N N N N N N N N ' Nt tl' 0 00 0 0 O 0 O O O 'KtC0 V' V' '0' '0' ' NI' ' ' V' V eV' V' "0" • e 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O r0 b 0 '0d' 0 0 0 0 0 0 0 0 O 0 O`d4)LP) `n N 1.0)i') Check# 64413 AARON T. PEARCE Check# 64413 &. 4 a LU W t \ 0 o a w m q n \ 0 0 0 F P & c 0 z 0 0 0 k w w PR THOEM O 0 I-• / CC CL Q. ƒ \ \ \ \ » & $ 0 ƒ co 2 & Subtotal for Phase: 00-8018-000 FIELD LABOR COVID 19 Cost Type: L LABOR APPRENTICE Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: April Covid Costs • BNB (GCCM) COP #: 5505 DATE: 512812020 Increased sanitation (Wash stations, portable restrooms) Swing shift labor (Foreman and laborer) Modified site logistics Wiping down jobsite trailers, doors, tools Create, inform and enforce Mission Critical Protocol GGCM Costs $58,639.96 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $58,639.96 $1,401.50 -$0.46 Total Change Request $60,041.00 2 39% COP Cost Breakdown cu c.7 ca —§" LO LO CD CM 00 0 CO c\I cr) B. Material I C. Equipment I $/Unit Costs $/Unit Costs Is - Is - . (49' . U} N N N- 64 CO CO N 64 l'....- LO coa 1$ 4,440 I 1$ 1,233 I III 64 64 5,661.75 1$ 5,662 1 111111111111111 64 e9.. 64 V3 V3 64 63 64 64 $ 5,1360 C. $ 7,874 N N - 0 CO 04 T- T--. LO t 64 1111 64 64 64 CO OD 03fft60 LO 0.3 CI N.-- t 64 1 1 04 t 63 [t 64 64 r 1 64 11111, b4 64 63 i ad A.1. Labor Premium $/hour Cost 64 i Hours $/hour Cost 26 165 $ 4,290 LO N- C 64 $ 8,040 I i 64 i 64 t 64 $ 28,367 CO Cr) 64 IIIIIIIIIIIIIIIIIICD 64 b4 64 64 64 64 64 64 64 64 04 64 'Total Cost of Work A.I $ 44,906 71 145.00 671 120.00 3821 74.26 0 eg 000 000 V- VD ‘t Description Project Executive - Rick Philipovich Sr. Project Manager - Geri Urbas Project Manager - Jeff Clark Cell Phones Computers 0 m 13 sq.) ...-, IJobsite Safety Site Security & Fencing Interim Clean-up 'Temp Enclosures Sanitation BNSuilders Inc Job Cost Journal - Detail 118021.988 Tukwila Justice Ctr - COVID Date Range: 03-01-2020 to 05-10-2020 Cost Invoice #/ Period End Code Pay ID/Ref 1 Date Description Vendor/Employee Page 1 System Date: 05-18-20 System Time: 1:40 pm Record Security: Disabled Hours Cost 100.001101 Project Executive L REG : 03-21-2020 PR cost Richard Philipovich 5.00 REG 03-28-2020 PR. cost Richard Philipovich 5.00 REG 04-04-2020 PR. cost Richard Philipovich 5.00 REG 04-11-2020 PR cost Richard Philipovich 4.00 REG 04-18-2020 PR cost Richard Philipovich 4.00 REG 04-25-2020 PR cost Richard Philipovich. 3.00 Cost Code Total 26.00 100.001102 Sr. Project Manager L REG 04-11-2020 PR cost Geraldine D Urbas 5.00 REG 04-18-2020 PR cost Geraldine D Urbas 2.00 Cost. Code Total 110.001103 Project Manager L REG 03-21-2020 PR cost Jeff Clark 16.00 REG 03-28-2020 PR cost Jeff Clark 10.00 REG 04-04-2020 PR cost Jeff Clark 10.00 REG 04-04-2020 PR cost Philip Masterson 1.00 REG 04-11-2020 PR. cost Jeff Clark 10.00 REG 04-18-2020 PR cost Jeff Clark 10.00 REG 04-25-2020 PR cost Jeff Clark 10.00 110.001127 Safety Health Specialist. 1 L REG 04-11-2020 PR cost Ryan Healy REG 04-18-2020 PR cost Ryan Healy REG 04-25-2020 PR cost Ryan Healy Cost. Code. Total 77.00 67 24.00 24.00 24.00 Cost Code Total 96.00 355.001203 Jobsite Safety E 142871 04-13-2020 Rental Equipment Grizzly Retail Rentals, LLC 1,233.33 L REG 03-21-2020 PR cost Carlos Alarcon Godoy 20.00. OT 03-21-2020 PR cost Carlos Alarcon Godoy 1.00 REG 03-21-2020 PR cost Cyrea Kynlynn 2.00 REG 03-28-2020 PR cost Carlos Alarcon Godoy 15.00 REG 03-28-2020 PR cost Jorge Carrillo 28.00 REG 03-28-2020 PR cost Wade E Hall 20.00 REG 04-04-2020 PR cost Carlos Alarcon Godoy 4.00 REG 04-04-2020 PR cost Jorge Carrillo 28.00 REG 04-04-2020 PR cost Pani Roe 4.00 REG 04-04-2020 PR cost Wade E Hall 5.00 REG 04-11-2020 PR cost Carlos Alarcon Godoy 5.00. REG 04-11-2020 PR cost Jorge Carrillo 8.00 OT 04-11-2020 PR cost Pani Roe 3.00 REG 04-11-2020 PR cost. Wade E Hall 4.00 REG 04-11-2020 PR cost Dewey E McGee Jr 32.00 REG 04-18-2020 PR: cost Jonathan Ada. 8.00 REG 04-18-2020 PR cost Carlos Alarcon Godoy 5,00 SWREG 04-18-2020 PR cost Moises Camargo-Ayala 40.00 REG 04-18-2020 PR cost Jorge Carrillo 10.00 REG 04-18-2020 PR. cost Wade_E Hall 5.00 SWREG 04-18-2020 PR cost Dewey E.:McGee Jr. 40.00 REG 04-18-2020 PR cost Brian Tolley 32.00 REG 04-25-2020 PR cost Carlos. Alarcon Godoy 5.00 REG 04-25-2020 PR. cost Charles Cantrell 13.00 REG 04-25-2020 PR cost Wade 6 Hall 5.00 SWREG 04-25-2020 PR cost. Dewey E McGee Jr 40.00 BNBuilders Inc Job Cost Journal - Detail 118021.988 Tukwila Justice Ctr - COVID Date Range: 03-01-2020 to 05-10-2020 Cost Invoice #/ Period End Code Pay ID/Ref 1 Date Description 355.001203 Jobsite Safety Vendor/Employee 142001 12-18-2019 SAFETY SUPPLIES Grizzly Retail Rentals, LLC 0004926-IN 04-06-2020 SAFETY EQUIPMENT Grizzly Retail Rentals, LLC 0004933-IN 04-06-2020 SAFETY SUPPLIES Grizzly Retail. :Rentals:, LLC. 142070 12-18-2019 RENTAL EQ Grizzly Retail Rentals, LLC Cost Code Total 355.001404 Site Security & Fencing L REG 03-21-2020 PR. cost Moises Camargo-Ayala REG 03-21-2020 PR. cost Jorge Carrillo OT 03-21-2020 PR. cost Pani Roe REG 03-21-2020 PR cost Wade E. Hall OT 03-21-2020 PR. cost Wade E Hall M 10-19-19-specia 10-07-2019 Material Supply All Star Rent A Fence IN0.013.4735. 03-26-2020 MATERIAL SUPPLY Atlas Construction Specialts 355.001405 Interim Clean-up M 0004912-IN 04-06-2020 MATERIAL SUPPLY 355.001904 Temp. Enclosures. M 22962-28 03-10-2020 DF LUMBERS Page 2 System Date: 05-18-20 System Time: 1:40 pm Record Security: Disabled Hours Cost. 16.00 8.00 5.00 10.00 4.00 Cost Code Total 43.00 71.50 234.63 Grizzly Retail. Rentals, LLC 95.15 Cost Code Total .00 95.15 Matheus Lumber Company, Inc. 1,018.67 Cost Code Total .00 1,018.67 Job Total 743.00 Comments E v ro 0 CO 4L 4-, 0 0 to 0 0 0 i0-t 1Z p a t._ c O I) w t N c ar LO N 0 0 tn Mission Critical Protocol 0 0 u to a 'n tn M 0 Project Executive Comments 0 a v co E 0 c a) E 0 O M Mission Critical Protocol C E O F 0 0 0. v 0 0 0 0 i+ u Comments Meeting 2 hrs/week: 10 hrs. Create,modify and distribute Mission Critical Protocol for essential 'project. Incorporation of Addendum 1 to MCP. Procurement of COVID-19 materials - masks, cleaning solutions, temp. sensors etc. Sub job setup, notice to subcontractors, impact/schedule impact review Generating/validating revised site logistics to meet CDC requirements Hours 0 M tO 00 N Task Mission Critical Protocol Procurement Change Management Logistics PO 4-e aO' Cost Code Description Project Manager Project Manager Project Manager Project Manager Project Manager Comments Started 4/13. Forman 120 hrs Started 4/13. Worker is 120 hrs (3) workers for 2 hrs from 6am-8am One worker cleaning/wiping down equipment, tools, doors - full time Enforcement (2) hrs per day for 1 worker lAdjustmentto match GA report Hours N N 44 176 44 L0 N rl rl O 00 <-1 t-1 c-I CO ,Swing Shift - Foreman Swing Shift - Non -Foreman Day Shift - Check -in (Morning) Day Shift- sanitation Daily Check -in Adjustment at O Y VI f0 a- Cost Code Description Jobsite Safety Jobsite Safety Jobsite Safety Jobsite Safety Jobsite Safety Jobsite Safety Comments Add pathway to delineate between interior and exterior Additional plywood and fencing panels at East storefront Add and shift man gates to support logistics Built and posted information for COVID-19 signage boards Hours ao L oo mm Task New site logistics Building security Add/Shift Man gates COVID-19 Postings (0 0 1— Cost Code Description Site. Security & Fencing Site Security & Fencing Site Security & Fencing Site Security & Fencing 61111111. RENTALS Bill To: Account Number: 101 BNBuilders, Inc. 2601 4th Ave., Suite 350 Seattle, WA 98121 t: 206-382-3443 INVOICE 142871 Invoice Date: 04/13/2020 Invoice Amount: $1,233.33 Please Remit To: Grizzly Rentals 2601 4th Ave, SEATTLE, WA 98121 Shipped To: Tukwila Justice Center Constrct Job: 118021 100 14835 Tukwila International Blvd. SEATTLE, WA 98168 Item Dctail Item /E-code Description /Serial No. Qty Ordered Retumed Lost Qty Qty Qty Damaged Rental Period Prices ($) Total Charge ($) Contract: 100002779 Cust Ref: 118021.100 PO#103 BEN PANI-ROE Dispatch: 100011811 Return: 100011398 / 2804005 Negative Air Machine / 1 1 0 SN-2804005 Rented from: 03/24/2020 to 04/10/2020 Duration: 18 Days / 2804009 Negative Air Machine / 1 SN-2804009 Rented from: 03/24/2020 to 04/10/2020 Duration: 18 Days / 2804003 Negative Air Machine / 1 SN-2804003 Rented from: 03/24/2020 to 04/10/2020 Duration: 18 Days 0 0 / 373.40 Month / 373.40 Month / 373.40 Month 373.40T 373.40T 373.40T Not TERMS: Due upon receipt. Thank You For Choosing Grizzly Rentals Page 1 of 1 Total Rental: Total Sates: Total Services: Sub Total: Tax: Total Due: $1,12020 $0.00 $0.00 $1,120.20 $113.13 $1,233.33 RENTALS BIll To: Account Number: 101 BNBuiiders, Inc. 2601 4th Ave., Suite 350 Seattle, WA 98121 t: 206-382-3443 RENTAL INVOICE 142001 Invoice Date: 12/18/2019 Invoice Amount: $1,406.37 Please Remit To: Grizzly Rentals 2601 4th Ave, SEATTLE, WA 98121 Shipped To: COTJC Self Perform BP 03.00 Fndn/Struc/ Wtrprf Job: 119700 . 000 14835 Tukwila Int'I Blvd SEATTLE, WA 98168 Item Detail Item/E-code Description/Serlal No. Rental Period Prices ($) Total Charge($) Contract: 100003433 Cust Ref: 119700.000 PO#091 STEPHAN BOLT Dispatch: 100009808 2702 Temp Power Cords 100 Ft - 240v 1 1 Rented from: 11/07/2019 to 12/04/2019 Duration: 28 Days 2705 / 2705138 Temp Power Box / SN-2705138 1 1 Rented from: 11/07/2019 to 12/04/2019 Duration: 28 Days Contract: 100003433 Cust Ref: 119700.000 PO#091 STEPHAN BOLT Dispatch: 100009821 1143 / 1143001 60V DEWALT WORM DRIVE SAW 1 1 CORDLESS / 1143001 Rented from: 11/05/2019 to 12/02/2019 Duration: 28 Days Contract: 100003433 Cust Ref: 119700.000 P .«'91 STEPHAN BOLT Dispatch: 100009824 1808 / 1808037 Flammable Storage Cabinet / 1 1 SN-1808037 Rented from: 10/31/2019 to 11/27/2019 Duration: 28 Days 1509 Fire Extinguisher & Hook Safet Rented from: 10/31/2019 to 11/27/2019 Duration: 28 Days 3 1 Contract: 100003433 Cust Ref: 119700.000 PO#091 STEPHAN BOLT Dispatch: 100010377 1712 / 1712006 CORDLESS DUSTLESS SMALL 1 4 ROTOHAMMER KIT / SN:1712006 Rented from: 10/22/2019 to 11/18/2019 Duration: 28 Days Contract: 100003433 Cust Ref: 119700.000 PO#091 STEPHAN BOLT Dispatch: 100010787 1502 Delineators, Safety 30 1 Rented from: 10/28/2019 to 11/24/2019 Duration: 28 Days / 138.52 Month 138.52T 15.44 EA / 143.85 Month 16.00 EA / 166.16 Month 13.85 EA / 196.33 Month 22.28 EA / 18.15 Month 2.75 EA / 67.60 Week 16.90 EA / 8.40 Month 1.00 EA Contract: 100003433 Cust Ref: 119700.000 PO#091 STEPHAN BOLT Dispatch: 100009822 Return: 100010659 330B / 3308037 Ladder, Extension, 16' / 3308037 1 1 155.65 Month 6.25 EA Rented from: 10/30/2019 to 11/18/2019 Duration: 20 Days 143.85T 166.16T 196.33T 54.45T 270.40T 252.00T 55.65T Total Rental: Total Sales: Total Services: TERMS: Due upon receipt. Thank You For Choosing Grizzly Rentals Page 1 of 2 $1,277.36 $0.00 $0.00 RENTALS RENTAL INVOICE 142001 Invoice Date: 12/18/2019 Invoice Amount: $1,406.37 Please Remit To: Grizzly Rentals 2601 4th Ave, SEATTLE, WA 98121 Sub Total: $1,277.36 Tex: Total Due: $129.01 ;1,406.37 Notes TERMS: Due upon receipt. Thank You For Choosing Grizzly Rentals Page 2 of 2 Page: 1 Sale Invoice Invoice Number: 0004926-IN Invoice Date: 04/06/2020 Invoice Total: 1.305 41 Order Number: R000836 Order Date 03/24/2020 Salesperson: 0000 Customer Number: 0000101 Sold To: Ship To: BNBuilders 118021.100 2601 4th Ave., Suite 350 Tukwila Justice Ctr Construct Seattle, WA 98121 14835 Tukwila International 61 Tukwila, WA 98188 Confirm To: BEN ROE Customer P.O. Ship VIA OUR TRUCK F.O.B. Terms NET 30 DAYS Item Code Unit Ordered Shipped Back Ordered Price Amount M08001 Pre Filters for Neg Air M08003 HEPA Filter 241Nx24IN EA EA 7.00 7.00 7.00 Whse: 010 7 00 Whse: 010 0.00 4.39 30.73 0.00 164.99 1,154.93 Net Invoice: 1,185.66 Freight: 0.00 Service Charge: 0.00 Sales Tax: 119.75 Invoice Total: 1,305.41 Sold To: BNBuilders 2601 4th Ave., Suite 350 Seattle, WA 98121 Confirm To: BEN ROE Sale Invoice Invoice Number: 0004933-IN Invoice Date: 04/06/2020 Invoice Total: 361.87 Order Number: R000843 Order Date 03/27/2020 Salesperson: 0000 Customer Number: 0000101 Ship To: 118021.100 Tukwila Justice Ctr Construct. 14835 Tukwila International BI Tukwila, VVA 98188 Page: 1 Customer P.O. Ship VIA OUR TRUCK F.O.B. Terms NET 30 DAYS Item Code Unit Ordered Shipped Back Ordered Price Amount SO4.4010.00 EA Nemesis Safety Glasses Clear M20001 Bottle Water- - Case of 20 M12059 Household Disinfectant Wipes EA EA 24.00 24.00 0.00 7.69 184.56 Whse: 010 10 00 10 00 0.00 8.57 85.70 Whse: 010 2.00 2.00 0.00 29.21 58.42 Whse: 010 Net Invoice: 328.68 Freight: 0,00 Service Charge: 0.00 Sales Tax: 33.19 Invoice Total: 361.87 M01108 A03.1020.04 DELIVERY RENTALS Bill To: Account Number: 101 BNBullders, Inc. 2601 4th Ave., Suite 350 Seattle, WA 98121 t: 206-382-3443 bALLS INVOICE 142070 Invoice Date: 12/18/2019 Invoice Amount: $1,753.08 Please Remit To: Grizzly Rentals 2601 4th Ave, SEATTLE, WA 98121 Shipped To: JC 9 Job: 118021 . 000 14835 Tukwila international Blvd. SEATTLE, WA 98168 Item Detail Item!E-code Description/Serial No. Prices ($) Total Charge ($) Contract: 100001950 Cust Ref: 118021.000 Ben Roe Dispatch: 100011056 BNB Blk/Grey Hat S/M ftshell Jacket L Grey Ladies N ac et DELIVERY Contract: 100001950 Cust Ref: 118021.000 Ben Roe Dispatch: 100011068 M20001 Bottle Water- - Case of 20 M03025 M03026 M03027 M07003 M04009 M07001 DELIVERY Cut Level 3 Gloves Small Cut Level 3 Gloves Medium Cut Level 3 Gloves Large Dust Mask Nemesis Safety Glasses Clear Ear Plugs DELIVERY 2 1 20 24 24 24 2 24 2 19.99 EA 124.99 EA 124.99 EA 60.00 6.12 EA 11.05 EA 11.05 EA 11.05 EA 25.50 EA 5.97 EA 35.00 EA 60.00 EA 124.99T 124.99T 60.00T 122.40T 265.20T 265.20T 265.20T 51.00T 143.28T 70.00T 60.00T Base:$1,242.28 Tax: $124.23 Total: $1,366.51 Total Sales: Total Services: Sub Total: Tax: Total Due: $1,472.24 $120.00 $1,592.24 $160.84 $1,753.08 Notes TERMS: Due upon receipt. Thank You For Choosing Grizzly Rentals Page 1 of 1 1.1. TAR BERTA-FENCE ALL STAR RENT A FENCE INC. PO Box 933 ROCHESTER, WA 98579 (360)704-8959 billb.allstarrentafence@gmail.com www.allstarrentafence.com BILL TO Grizzly Retail Rentals / BNBuilders Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 INVOICE # DATE 10-19-19-Special 10/07/2019 RENTAL FROM n/a DATE ACTIVITY SHIP TO Tukwila Justice Center 15023 Military Rd S Tukwila, WA 98118 Stephan Bolt 206.482.4050 TOTAL DUE DUE DATE $71.50 10/07/2019 Invoice TERMS ENCLOSED Due on receipt QTY gate gate - one regular man gates - dropped off only (customer to setup) 10/8/19 Note: dropped off - customer to install, no not prevailing wage this trip. PO 018/ Job # 118021.100 / Job Name: COTJC Invoice questions Julie 360.827.1317 or email billb.allstarrentafence@gmail.com. SUBTOTAL TAX (10%) TOTAL BALANCE DUE PAYMENT BY CREDIT CARD - call 360.523.5950 RATE AMOUNT 65.00 65.00T 65.00 6.50 71.50 $71.50 Customer responsible for fence installed on job site. Damaged/destroyed panels billed at $175/panel. Thank you for your business! License #ALLSTSR846J2 - UBI #601-941-307 - Fed ID #91-1946495 Constru ion Specialties Sold To Seattle Store A044 22nd Ave. W Seattle. WA 98199 Fax (206) 283-7546 Pacific Store 1215 Thornton Ave SW Pacific, WA98047 Fax (253) 826-0260 (206) 283-2000 Toll Free (866) GO ATLAS www.atlasconstructionspecialtiescom B N BUILDERS, INC 2601 4TH AVE, SUITE 350 SEATTLE, WA 98121 Ship Ta INVOICE Invoice Number IN00134735 Invoice Date 03/26/2020 Page 1 Order Number OR124820 Order Date 03/25/2020 Ship Date 03/26/2020 TUKWILA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD STEPHAN 206-482-4050 BEN 206-406-8267 TUKWILA, WA Reference Order Date Customer No. Salesperson PO Plumber Ship Via Terms Mar 25, 2020 006707 05 118021-COVID 19 OTM 1% 10TH NET 30 Qty. Ord. Qty. Shp. Qty. WO Item Number Description Unit Price UOM Extended Price 2.00 2.00 0.00 004-99-000 10' X 10' TENT CANOPY 106.65 EA 213.30 Due Date Amount Due Discount Date Disc. Amount 4/25/2020 234.63 4/10/2020 2.35 PLEASE REMIT TO: Comments: Tax summary: Non-taxable 0.00 WA 13 86 Taxable ATLAS CONSTRUCTION 1729 7.47 SPECIALT ES COMPANY, INC Subtotal 213.30 213.30 PO BOX 1245 Total sales tax 21.33 SUMNER, WA98390 234.63 Total amount There will be a minimum20% restock charge for authorized Costs associated with the collection Less payment 0.00 material returns Material must have a minimum90 day of past due accounts, including Less pmt. disc 0.00 remaining shelf No returns on custom or special order material attorney's fees shall be the sole responsibility of the recipient Items or charges marked with an asterislc) are taxable. Amount due 234.63 RENTALS Sold To: BNBuilders 2601 4th Ave., Suite 350 Seattle, WA 98121 Confirm To: BEN ROE Sale Invoice Invoice Number: 0004912-IN Invoice Date: 04/06/2020 Invoice Total: 95.15 Order Number: R000822 Order Date 03/19/2020 Salesperson: 0000 Customer Number: 0000101 Ship To: 118021.100 Tukwila Justice Ctr Construct. 14835 Tukwila International BI Tukwila,WA 98188 Page: 1 Customer P.O. Ship VIA OUR TRUCK F.O.B. Terms NET 30 DAYS Item Code Unit Ordered Shipped Back Ordered Price Amount M12059 EA Household Disinfectant Wipes M12060 EA Mini Ind. Disinfectant Spray 2.00 2.00 0.00 29.21 58.42 Whse: 010 2.00 2.00 0.00 14.00 28.00 Whse: 010 Net Invoice: 86.42 Freight: 0.00 Service Charge: 0.00 Sales Tax: 8.73 Invoice Total: 95.15 1.0.2/16,LJ4U 14.V,I IVId1.11CUZ 1-U1111Jel ft.ZUI3 r clyie Ul EUS P A N Y. 1 PO 130X 2260 15800 WO( DINVILLE - REDMOND RD. NE WOODINVILLE. WA98072-2260 Ph : 425-489-3000 800-284-7501 Fax : 425-822-4028 wit Remil To: Matheus Lumber Company, Inc. PO LIOX 2260 WOODINVILI,E, WA 98072 SOLD TO: 13N111,11.,()1:2()0 I3.N. BUILDERS, INC ( Wash.) 2601 4TH AVENUE, SUITE 350 SEATTLE, WA 98121 Page: 1 of 1 INVOICE 22962-28 03/10/2020 04/10/2020 NET 1OTII PROX, 25TII CUTOFF SHIP TO: 008.1 CITY OE -11 IKWIIA JUSTICE CENTER 15045 TUKWILA INTERNATIONAL BLVD JOB #119700.000 "rt-iovn,A, WA 98168 P1i: 206-382-3443 Fax 206-382-3440 03/06/2020 1 OUR TRUCK BEN BOWEL .., DEI,FVERED 100 PC" i6o2o4olo2ou 6 DOLC31-1R DRY 11211TR 1,200) 2X4X16 1,067 BE 955.000/AI13E' , 1,018.67 VA0000 (1.)00() 9/0 I 0.00 A Service Charge of 1.5% per Month will be applied to Past Due Balances. TOTALAMOUNT 1,067 1r 1,018.67 0.00 1,018.67 Important Terms This Invoice is subject to the Ten-ns and Conditions of Sale attached to your Credit Application and/cr set forth on the Matheus Ccmpany,Inc. website at www.matheuslumber.com, which terms and conditions are incorporated by reference herein. In the event of any conflict between any terms and conditions stated this invoice and the Terms and Conditions cf Sale, the Terms and Conditions of Sale shall control. MATHEUS LUMBER COMPANY,INC. MAKES NO EXPRESS WARRANTIES, REPRESENTATIONS, OR ENDORSEMENTS AND DISCLAIMS ALL WARRANTIES. EXPRESSED OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR ANY PARTICULAR PURPOSE. ORIGINAL VMSM, LLC dba CONSTRUCTION SITE SERVICES, LLC 720 NO. 10TH STREET, STE. A-358 RENTON, WA 98057 US (206) 375-7489 constsiteserv4@gmail.com BILL TO GERI URBAS BNBUILDERS 2601 4th Ave. Suite 350 Seattle, WA 98121 P.O. NUMBER TUKWILA JUSTICE CENTER INVOICE # 10397 DATE 05/11/2020 DUE DATE 06/10/2020 TERMS Net 30 DATE ACTIVITY WEEKLY SERVICE WEEKLY SERVICE OF UNITS DAILY EXTRA SERVICE TUES-FRI (BEGAN 4/2/20) (13 units x 17 extra services) DELIVERY DELIVERY OF HAND -WASH UNIT - 4/2/20 HAND WASH STATION MONTHLY SERVICE OF HAND -WASH STATIONS extra service EXTRA SERVICE OF HAND -WASH STATIONS (INCLUDES PUMPING & RE -STOCKING SUPPLIES) (2 extra services p/station) SITE ADD: 14845 TUKWILA INT'L BLVD, SEATTLE APRIL 2020 BILLING THANK YOU FOR YOUR BUSINESS! BALANCE DUE t TY RA rE AMC UN;F 13 79.00 1,027.00 221 19.75 4,364.75 1 30.00 30.00 3 50.00 150.00 6 15.00 90.00 $5,661.75 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5506 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 511512020 DESCRIPTION OF CHANGE: April 2020 Covid-19 Costs for Bid Package 03.00 Foundations 1BP 03.00 BNB (Foundations/Structure/Waterproofing) 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $1,086.051 $1,086.05 $25.96 -$0.01 Total Change Request $1,112.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2:39% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BN Builders CCD/ASI #: COP #: 5506 DATE: 511512020 DESCRIPTION OF CHANGE: Inneficiencies for April 2020. Inneficiency factor of 12.5% (1 hr in a 8hr shift) 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 $1,086.05 $0.00 $0.00 $1,086.05 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $1,086.05 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request $1,086.05 To the best of my knowledge and belief, I car* 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: 0 CP #: 0 Date: 1/0/00 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labo Premium 6. Material C. Equipment $/hour Cost $/hour Cost 6/Unit Costs $/Unit Costs Inneficiency factor (12.5%) 1 hr per 8 hr shift 12.5%117 hrs 14.625 74.26 $ 1,086 - - $ - - - $ - - . $ - 6 - - $ - - $ - $ - - $ - $ - - - _ - $ - $ - - - $ - - - $ - - - $ - - 0 - $ - - - - $ - - $ - $ - - $ - $ - $ - $ -5 - - $ - $ - - $ - - - $ - - 0 - $ - - - $ - - . $ - $ - - $ - - - $ - - $ - $ - $ - $ - $ - .. _ Total Cost of Work A. $ 1,086 $ - - C. - BNBuilders Inc Job Cost Journal - Detail Page 1 System Date: 05-08-20 System Time: 10:31 am Record Security:. Disabled 119700.000 COTJC SP SP03_00 FNDN/Struc/WP. Date Range: 04-01-2020 to 04-30-2020 Cost Invoice #/ Period End Code Pay ID/Ref 1 Date Description Vendor/Employee Hours Cost 230.003085 Site Footings L REG 04-18-2020 PR cost REG 04-18-2020 PR cost 230.003090 Site Walls L REG 04-04-2020 PR cost REG 04-04-2020 PR cost REG 04-11-2020 PR cost REG 04-18-2020 PR Cost REG 04-18-2020 PR cost. REG 04-18-2020 PR cost Cyrea Kynlynn 7.00 Charles Cantrell 7.00 Cost Code Total 14.00 Casey Drennen Cyrea Kynlynn Cyrea Kynlynn Carlos Alarcon Godoy Cyrea Kynlynn Charles Cantrell Cost Code Total 13.00 13.00 14.00 5.00 29.00 29.00 103.00 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5507 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 51812020 DESCRIPTION OF CHANGE: April 2020 Covid-19 Costs for Bid Package 03.00 Foundations BP 08.10 Doors, Frames and Hardware $380.58 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $380.58 $9.10 $0.32 Total Change Request $390.00 To the best of my knowledge and belief I certify that all costs listed above are correct Contractor Signature Date 2.39% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5507 Contractor Name: BN Builders DATE: 518/2020 DESCRIPTION OF CHANGE: Inneficiencies for April 2020. Inneficiency factor of 12.5% (1 hr in a 8hr shift) 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 $380.58 $0.00 $0.00 $380.58 $0.00 $0.00 Total Subcontractor Direct Costs ark -up + Labor Premium $380.58 Total Sub -tier Subcontractor Costs Subcontractors Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request $380.58 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 0% 80k COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: CP #: Date: 0 0 1/0/00 Description Quantity Unit Prod. Hours A.1. Labor Al. Labor Premium B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs Inneficiency factor (12.5%) 1 hr per 8 hr shift 12.570.41 hrs 5.125 74.26 $ 381 - - $ - - $ - $ - - $ - - - - $ - - - $ - - - $ - $ - - $ - $ - - $ - - $ - $ - $ - $ - $ - $ - $ - $ - _ $ - $ - - - $ - $ - . $ - - - $ - - $ - - - $ - - $ - $ - $ - $ - $ - - - $ - $ - $ $ - $ - $ - $ - - $ - $ - .. - $ - - $ - $ - $ - - $ - - - Total Cost of Work A. $ 381 $ - - B. - C. - BNBuilders Inc Job Cost Journal - Detail 119704.000 COTJC. SP-BP08.10 Dr, Frm, Hrdw Date. Range: 04-01-2020 to 04-30-2020 Cost Invoice #/ Period End Code. Pay ID/Ref 1 Date Description Vendor/Employee Page 1 System Date: 05-08-20 System Time: 10:41 am Record Security: Disabled Hours Cost 288.008800 Unload Doors & Sort. Hardware. L REG 04-04-2020 PR cost Carlos Alarcon Godoy 13.00 REG 04-04-2020 PR cost Wade E Hall 14.00 REG 04-11-2020 PR cost Carlos Alarcon Godoy 5.00 REG 04-11-2020 PR cost Cyrea Kynlynn 5.00 Cost Code Total 37.00 288.008821 Metal Doors L REG 04-18-2020 PR cost Carlos Alarcon Godoy 1.00 REG 04-18-2020 PR cost Wade E Hall 1.00 Cost Code Total 2.00 288.008838 Hardware Accessories L REG 04-18-2020 PR cost Carlos Alarcon Godoy 1.00 REG 04-18-2020 PR cost Wade E Hall 1.00 Cost Code Total. 2.00 Job Total 41.00 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBu Iders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: April 2020 Covid-19 Costs for Bid Package 03.00 Foundations COP #: 5508 DATE: 51812020 IBP 03.00 BNB'(Foundations/Structure/Waterproofing) 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $2,255.001 $2,255.00 $53.89 Total Change Request $2,309.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2.39% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: Contractor Name: BN Builders DATE: DESCRIPTION OF CHANGE: Material Increase costs from Caliber 5508 51812020 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 $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) $2,255.00 $o.00 Total Subcontractor Change Request $2,255.00 0% 0% Project Name: Tukwila Justice Center Project No. < Document Reference: Contractor: Caliber Concrete Construction Description: COVID Impacts Concrete Supply 1. CRAFT LABOR COSTS Direct Labor Costs: a. crew (apprentices, journeymen, & laborers) b. foreman c. lead foreman Supervision: d. direct supervision e. safety COP Subcontractor Breakdown Summary COVID COP: COVID Date: 5/5/2020 Contractor Ref. No. Itemize all costs on attached COP Cost Breakdown form. DIRECT LABOR SUBTOTAL $ 1. CRAFT LABOR COSTS $ 2. MATERIAL COSTS a. material costs $ 2,200 00 b. freight costs (itemize) 3. EQUIPMENT COSTS a. owned equipment (per spec approved source) b. rental equipment (per invoices attached) 4. SMALL TOOLS a. small tools 2. MATERIAL COSTS $ 2,200.00 3. EQUIPMENT COSTS $ 4. SMALL TOOLS $ SUBTOTAL 1 thru 4 5. OVERHEAD & PROFIT cw. on Katorint,- (2) 261.00 b. 15% On Labor, Equipment and Small Tools (1, 3, & 4) $ 6. SUB -SUBCONTRACTORS a. c. d. 7. OVERHEAD & PROFIT ON SUB -SUBCONTRACTORS a. NTE 6% for each sub 8. Bond a. Band 9. B&O Tax a. B&O Tax 5. OVERHEAD & PROFIT $ 2,200.00 6. SUB -SUBCONTRACTORS $ 7. OVERHEAD & PROFIT ON SUB -SUBCONTRACTORS $ 0.00 % of 1-7 $ 55.00 8. Bond $ 55.00 0.00 % of 1-8 $ 9. B&O Tax $ TOTAL COST 2,255 00 Working -Subcontractor COP breakdown template (003) Page of Issued 5/5/2020 a) 8 1r) 0 0 0 0 CV 0 to 0) 0) 0 I— 0 ci e z .=, CD 0 c) 0) 0 er Concrete Construction 0 2 TZ t 0 0 1... u 44 IA th (4 44 44 4.4 44 0 I e C.:, ra tot 44 4, V, V, 44 44 44 44 44 V/ 44 V, 44 44 44 44 44 $ 2,200.00 Equipment V, 44 44 44 4, 44 44 44 44 44 V, 44 V, 44 44 tn. tn. v, a.n. .0. 44 V, Material 0 (444.4.4040444 (41 4.4 44 V, V, 44 44 44 th 1.4 44 47 44 V, 44 44 44 44 V, 041444 04. 44 0 0 0 Labor F Hrs per I total hrs 1 Cost 44 4.1. 44 44 VI 44 V, 4, 44 tp., cn 44 44 V, 44 44 44 44 v, 0)04 0. ... Concrete Premiums Total Cost of Work Working -Subcontractor COP breakdown template (003) 441%matz1fr ACCOUNTING: 9125 TENTH AVENUE SOUTH SEATTLE, WA 98108 (206) 768-1000 ACCOUNT ID SOLD TO: 141481 CALIBER CONCRETE CONST INC PO BOX 1881 MILTON, WA 98354-1881 ITEM ,45273 0070 0075 0080 0205 DESCRIPTION 0014NAVIA,,,,{ DELIVERY ADDRESS: 15005 TUKWILA INTL BLVD-JUS TICE CNTR PO NUMBER 4171 6.0 SLG STND 3/4 AIR WRA 30 WA ST PD SICK LEAVE SURCHAR ENVIRONMENTAL SURCHARGE READY MIX FUEL SURCHARGE COVID19 - 500 CY OR MORE T CKETS : 011-176969 011-176986 Total Yds Concrete $ Supplies $ 22.00 2175.80 588.50 QUANTITY 22.00 CY 22.00 CY 22.00 CY 22.00 CY 22.00 CY Misc $ 0.00 DATE PLANT 998242 04/09/20 011 JOB/PO. # ORDER REV 05/19 IFL 004171 651993 UNIT PRICE TAX TOTAL 98.900 N 2175.80 0.750 N 16.50 6.000 IN 132.00 0.000 IN 0.00 20.000 IN 440.00 Labor $ 0.00 SUBTOTAL 2764.30 SALES TAX 0.00 INVOICE TOTAL 2, 7 64 .30 ACCOUNTING: 9125 TENTH AVENUE SOUTH * SEATTLE, WA 98108 * (206) 768-1000 ACCOUNT ID 14148 1 SOLD TO: CALIBER CONCRETE CONS T INC PO BOX 1881 MILTON, WA 98354-1881 DELIVERY ADDRESS: 15005 TUKWILA INTL BLVD - JUS TICE CNTR PAGE: 140MOOr AM.? fir, ITEM DESCRIPTION QUANTITY 45273 0070 30075 30080 0205 PO NUMBER: 4171 6.0 SLG STND 3/4 AIR WRA 30 WA ST PD SICK LEAVE SURCHAR NV I RONMENTAL SURCHARGE READY MIX FUEL SURCHARGE COVID19 - 500 CY. OR MORE T CKETS : 011-177185 Total Yds Concrete $ Supplies $ 11.00 REV 05/19 IFL 1087.90 294.25 INVOICE NO, DATE ; PLANT 11.00 CY 11.00 CY 11.00 CY 11.00 CY 11.00 CY Misc $ 0.00 998368 04/10/20 011 JOB/P.O. # , ORDER # 004171 651997 UNIT PRICE I TAX TOTAL 98.900 N 1087.90 0.750 N 8.25 6.000 N 66.00 0.000 N 0.00 20.000 N 220.00 Labor 0 . 0 0 INVOICE TOTAL SUBTOTAL 1382.15 SALES TAX 0.00 1,382.15 cg; n, 'AV SRMALSdge -4, ACCOUNTING: 9125 TENTH AVENUE SOUTH 0 SEATTLE, WA 98108 0 (206) 768-1000 ACCOUNT ID SOLD TO: ITEM 1414 CALIBER CONCRETE CONST INC PO BOX 1881 MILTON, WA 98354-1881 NVO DELIVERY ADDRESS: 15005 TUKWILA INTL BLVD-JUS TICE CNTR PO NUMBER: 4171 45273 6.0 SLG STND 3/4 .4.IR WRA 30 30070 WA ST PD SICK LEAVE SURCHAR 30075 ENVIRONMENTAL SURCHARGE 30080 READY MIX FUEL SURCHARGE 0205 COVID19 - 500 CY OR MORE T CI( TS: 011-177315 Total Yds Concrete $ Supplies $ 11.00 1087.90 294.25 REV 0.5/19 IF. 11.00 CY 11.00 CY 11.00 CY 11.00 CY 11.00 CY1 Misc $ 0.00 DATE PLANT I — 998448 94/13/20 011 JOS/P.O. 4 ORDER # 004171 651999 UNIT PRICE TAX TOTAL 98.900 IY 0.750 Y 6.000 Y 0.000 N 20.000 Y Labor $ 0.00 INVOICE TOTAL 1087.90 8.25 66.00 0.00 220.00 -JUSTOTAL 1382.15 SALES TAX 138.22 1,520.37 ACCOUNTING: 9125 TENTH AVENUE SOUTH # SEATTLE, WA 98108 4 (206) 768-1000 ACCOUNT ID SOLD TO. 1414 81 CALIBER CONCRETE CONST INC PO BOX 1881 MILTON, WA 98354-1881 DELIVERY ADDRESS: 15005 TUKWILA INTL BLVD-JUS TICE CNTR INVOICE Na DATE PLANT 998648 04/16/20 011 JOB/P.O. # ORDER # PAGE: 1 004171 , 652007 ITEM DESCRIPTION QUANTITY UNITPRICE TAX TOTAL 45273 0070 0075 0080 0205 PO NUMBER: 4171 6.0 SLG STND 3/4 AIR WRA 30 1A ST PD SICK LEAVE SURCHAR ENVIRONMENTAL SURCHARGE READY MIX FUEL SURCHARGE (HVID19 - 500 CY OR MORE CKETS : 011-178090 Total Yds Concrete $ Supplies $ 9.00 890.10 240.75 REV Dr3/14 1FL 9.00 CY 9.00 CY 9.00 CY 9.00 CY 9.00 CY Misc $ 0.00 • 98.900 IN 0.750 IN 6.000 N 0.000 IN 20.000 IN Labor $ 0.00 0.00 INVOICE TOTAL 1,130.85 890.10 6.75 54.00 0.00 180.00 SUBTOTAL 1 13 0 . 85 SALES TAX T ACCOUNTING: 9125 TENTH AVENUESOUTH SEATTLE, WA 98108 4 (206) 768-1000 ACCOUNT ID SOLD TO: 141481 CALIBER CONCRETE CONST INC PO BOX 1881 MILTON, WA 98354-1881 ITEM DESCRIPTION N 044040.4 DELIVERY ADDRESS: 15005 TUKWILA INTL BLVD-JUS TICE CNTR PO NUMBER: 4171 45273 6.0 SLG STND 3/4 AIR WRA 30 0070 ck/.A ST PD SICK LEAVE SURCHAR 0075 ENVIRONMENTAL SURCHARGE 0080 EADY MIX FUEL SURCHARGE 0205 OVID19 - 500 CY OR MORE CKETS: 011-178373 011-178419 011-178450 Total Yds Concrete $ Supplies $ 29.00 2868.10 775.75 REV 05/19 IFL INVOICE NO, DATE 29.00 CY 29.00 CY 29.00 CY 29.00 CY 29.00 CY Misc $ 0.00 PLANT 9 9 8 7 19 0 4/1 7/2 0 Oil JOB/P.O. # ORDER # 004171 652011 UNIT PRICE TAXJ TOTAL 98.900 N 2868.10 0.750 N 21.75 6.000 'N 174.00 0.000 .N 0.00 20.000 'NT 1 580.00 Labor $ 0.00 INVOICE TOTAL SUBTOTAL 643 . 8 5 SALES TAX 0.00 643.85 3 r 1.0 ACCOUNTING: 9125 TENTH AVENUE SOUTH * SEATTLE, WA 98108 * (206) 768-1000 ACCOUNT ID SOLD TO: PAGE: ITEM .45273 0070 0075 o0080 0205 1 4 1 4 8 1 DELIVERY ADDRESS: 15005 TUKWILA INTL BLVD-JUS TICE CNTR CALIBER CONCRETE CONST INC PO BOX 1881 MILTON, WA 98354-1881 DESCRIPTION PO NUMBER: 4171 6.0 SLG STND 3/4 AIR WRA 30 WA ST PD SICK LEAVE SURCHAR ENVIRONMENTAL SURCHARGE READY MIX FUEL SURCHARGE COVID19 - 500 CY OR MORE CKETS: 011-178604 011-178628 011-178691 INVOICE NO. DATE PLANT 998784 04/20/20 .011 JOB/RO: ORDER # 004171 652014 QUANTITY UNIT PRICE TAX , TOTAL 28.00 CY 28.00 CY 28.00 CY 28.00 CY 28.00 CY 98.90D N 2769.20 0.750 N 21.00 6.000 N 168.00 0.000 N 0.00 20.000 N 560.00 SUBTOTAL 3518.20 Total Yds Concrete $ Supplies $ Misc $ Labor $ ! SALES TAX 28.00 2769.20 749.00 0.00 0.00 0.00 REV 05/19 IFL 3,518.20 INVOICE TOTAL Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY EINBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: April 2020 Covid-19 Costs for Northwest Partitions COP #: 5509 DATE: 511612020 BP 09.20 Northwest Partition $13,649.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $13,649.00 $326.21 -$0.21 Total Change Request $13,975.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2.39% NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: Revised work hours to swing shift impacts for April 2020 Page 1 of 1 RE UEST FO CHANGE ORDER Ref.# COR-0051 External/RCO# GC Ref# Date Apr 10, 2020 Job # 2066 Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 **REVISED** Revision# 2 Project: Labor Layout Frame Interior Hang Interior GWB Finish Tape Stock D/W - Onsite Clean -Up DIW Site Foreman Total Miscellaneous Charges Quantity UOM Unit Total Rate 0.00 Hrs 0.00 77.57 0.00 Hrs 0.00 72.31 0.00 Hrs 0.00 73.76 0.00 Hrs 0.00 70.77 0.00 Hrs 0.00 72.31 0.00 Hrs 0.00 72.31 0.00 Hrs 0.00 77.57 Total $0.00 $0.00 $0.00 $0.00 $0,00 $0.00 $0.00 Total Labor $0.00 Total GL Insurance 1% B&O Tax .48% Total Other Labor Charges $134.49 $65.20 Total Miscellaneous Charges $199.69 Total NVVP's (frame, hang & tape) Impacts for April during swing shuft change Total Other Subtrade Charges $13,449.03 Total Other Labor Charges $13,449.03 Total Sign 1A/izards (Interior Signage) TOTAL Impact Architextures (Sound Panels) TOTAL Impact Barclay Dean (Folding Partition) TOTAL Impact $0.00 $0.00 $0.00 Total Other Subtrade Charges $0.00 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%: Sub Overhead: $13,449.03 $0.00 $0.00 $0.00 $199.69 $13,649.00 $0.00 .00% $0.00 00°A, Total: $13,649.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com Run on: May 15, 2020 10:57 AM From: Chris Ayers Sent: Friday, April 1l2O20l:38PPN To: Chris Ayers Subject: FN:T]CRevised Work Hours 'Swing Shift NWP's breakdown of impacts and total for per week costs. 4carpenters per day/3 tapers per day. l. 15 minute additional break per person per day for working 10 hour shift. = $18.07 (7 people/day = $126.49) (x 4 days per week = $505,96) 2. 3Ominutes per day for additional supervision coordinating with previous shift trades. =$3O.7D (x4days per week =$l55.12) 3. 2 hour/day increase in supervision for supervising safe working environment and procedures while workers are fatigued due toshift change. $1S5.14(x4days per week =$62O.56) 4. $25.62/hour of overtime premium for HANGER working swing shift per hour, per person, per day. =$Z56`2D(4people/day =$l,0Z4)(x4days per week =$4,O992U) 5. $Z4/hournfovertime premium for TAPER working swing shift per hour, per person, per day. = $240(3people/day ~$720)(x4days per week =$2,O8O) 6. 16 '.8% decreased labor impact HANGER per person per day for working swing shift. $l23.92/day(4people =$49S.6D/doy)(x4days per week =$1,982.72) 7. 11.73% decreased labor impact TAPER per person per day for working swing shift. = $83.01/day (3people =$Z49.03/day)(x4days per week =$996.1Z) 8. 9. Grand Total per week $11'239.6O Off EST �� n*�»^^nmp.^xS CHRIS AYERS SENIOR PM/ESTIMATOR 2OOOO144thAve NE, Woodinville, VVA98O72 �Let's go GREEN, save the planet! (Please unnot print email, unless you need it.) From: Jeff Clark <Jeff Clark(@bnbuild erszomp Sent: Wednesday, April 8'2020/k14PN1 To: John Scott <i.scott(cDgreatfloors.com>; James Chaney <JChanev(@acousticaldesigninc.com>; Brian Biermanski <brianbPnwcc6.com>; Chris Ayers <ChrisACqDnwpart.com>; Robert Boucher <RBoucher@nwpart.com>;Robert Kaznakoff <RKeznakmff@mmPart.com>;Anthony Parrish <APar's- -nYvpart.com>;TyK4onre<tvm@wnrkPointe'comv Cc: Austin Proctor <Aust|n.pructor@bnbui|deo.cum>;Wade Hall «VVede.Ha|i@bnbuUdeo.com>;Ben Pani'Koe<Ben.Rne(abnbuUders.com>/Ta,asYaremchuk<Tams.yaremchuk(cDbnbui[deo.com>iBill Brown <D]U.Brown `(ED—bnbu1|de,s.com>; Dwayne Goddard <DVvayne(]oddard(cabnbui|ders,com>; Geri Urbao«Geh,Urbas@obnbuUders.com> Subject: TJC Revised Work Hours - Swing Shift As you are aware, the TJC BNB Mission Critical Protocol allows no more than 50 people inside each area As the manpower on the project continues to rise, we have now at maximum capacity inside the building. As such, starting Monday 4/13/20 your crews and all associated lower tiers are directed to begin work on a swing shift. The hours of operation shall begin at 4:00pm (4) days a week for a(1O)hr shift. The revised work hours will continue until further notice. If you have any additional costs regarding this revised work hours, provide a detailed explanation and associated cost breakdown innolater than (4)days. This cost (if any) needs tobeprovided broken down per week. Let meknow ifyou have any questions orconcerns. Thank you for your cooperation in this matter. Jeff Clark |nmBuildors zau1wxAvenue. yv/essV 1 umm/e.wwoozz1 zus.7,az,3wuoffice |zoasso,unsncmn 8 rn en III T, rn en 8888888888 88 dadciddciddciddcicidderidddd 88888888888888888888888 888 888888888 88 cicidddcidddcidddcidc56ddciddd 88888888888888888888888 88888888888888888888888 cidciddticidddadddciddddcid66 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 Tukwila Justice Center GCICM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5510 DATE: 51812020 DESCRIPTION OF CHANGE: April 2020 Covid-19 Costs for Misc. Specialties 10.00 (Workpointe) BP 10.00 Misc. Specialties / Equipment $3,963.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $3,963.00 $94.72 $0.28 Total Change Request $4,058.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Dale 2.39% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BN Builders DESCRIPTION OF CHANGE: Workpointe April COVID-19 costs CCD/ASI #: COP #: DATE: 5510 51812020 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 $0.001 Total Subcontractor Direct Costs + Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $3,963.00 $0.00 Total Subcontractor Change Request $3,963.00 To the best of my knowledge and belief 1 certifr that all costs listed above are correct. Contractor Signature Date 0% 0% 9877 40th Avenue South WO r \ Seattle, WA 98118 1 n tphi G Tel: 206-763-4030 www.workpointe.com Prepared By: Prepared For: Cameron Stone Sales Consultant Workpointe 9877 40th Ave S Seattle, WA 98118 206.774.6876 cameron@workpointe.com Liz Van Wieringen BNBuilders 2601 4th Ave Suite 350 Seattle, WA 98121 206.775.4989 TJC / Change Order After Hours Montel Quote Number: S21447.002 Date: 5/8/2020 Valid Until: 4/30/2020 ine # e Part Number Park Description Sell Ext Sell Z4199.005 1 Installation Delivery & Installation for Montel Large Mobile MA System - Change to Swing Shift Mandated by BNBuilders Assumptions: Receive, deliver & install Monday - Friday / 4pm - 2am (after hours) • All labor quoted prevailing wages. • After Hours Travel Time • Daily Truck Rental & Van Rental • Waste Removal • Onsite Supervision & Coordination • Warehouse Receiving Time • Proposal based upon delivery area being near installation location, no stairs & exculsive use of loading dock/area & elevator (if required) 1 $3,963.41 $3,963.41 to' Approved By: Name Title Total: Date: PO: $3,963.41 Terms & Conditions 1. ORDERS: Buyer's order will not be processed until Seller has approved and recieved: Signed Terms & Conditions Signed quote or binding purchase order Approved and signed drawings and specifications, if applicable Completed and signed credit application and Buyer's good credit rating and standing with Seller 2. PAYMENT: Net 30 days from invoice date. A 50% deposit is required for all orders, subsequent orders under $5,000 a deposit is not unless otherwise noted. If projects are delayed or interrupted due to no fault of Seller or due to factors beyond Seller's control, the product will be billable upon shipment and Buyer remains obligated to pay each invoice when due. Seller can ship/install or provide services from a single purchase order, and invoice Buyer, in stages and Buyer agrees to pay Seller for products and services when invoiced per established credit terms. Unpaid invoices past the due date will accrue interest at 1.5% per month or the maximum amount allowed by law. All fees, including reasonable attorneys fees, incurred in collection of monies due to the Seller will be paid by Buyer. Buyer may reject and withhold payment only for furniture noted on a delivery ticket or punch list as rejected, but in no event may Buyer withhold payment for more than 10% of an invoice. Page 1 of 2 5/8/2020 Jeff Clark From: Cameron Stone <camemn@workponte.c m> Sent: Monday, May 78,2U20816AM To: Jeff Clark Subject: RE: TJC Cost Proposal for Swing Shift/ COVID-19 Impacts Hi Jeff Yes, no problem —This the explanation of additional charges and time for the mobile shelving system component ofour scope of work: 4 80 RECEIVING TIME Warehouse & Receiving Time After hours jobs are charged $5more tnpay shift differential and off set after hours costs pfdisribu1on center operations. 9.5 G OO PREVAILING WAGE AFTER PREVAILING WAGE AFTER HOURS 3125 HOURS After hours jobs are charged Q5more tnpay shift differential and off set after hours costs mfdiyribution center operations, 7 00 PREVAILING WAGE AFTER PREVAILING WAGE AFTER HOURS HOURS pM(pROJECT MANAGEMENT) MANAUEMtN Line 4: $6.10/h»ur Line 6: $610hom Line7: $97.56/hnur Line9: $24.39/hour ) Added after hours for site occomoda\ion After Hours orOvertime Travel Time Added cost of after hours delivery time to return trucks and garbage from site. 50% increase. OnodeSupervision, Meeting Attendance & Coordination 17 Burdened Rate With Fee Hrs Total 2 ' I had to round the numbers up as the breakdowns have to be all calculated manually because these quotes come from e sub, so the total does not exactly reflect the quote amount is it about $1-$2 out. workpointe Cameron Stone | Sales Consultant wzosnvsoTsomayou362u | norr*n^Avenue 000m | Seattle wmoo110 1 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: April 2020 Covid-19 Costs for Great Floors (Swing shift) COP #: 5511 DATE: 511812020 BP 09.60 Great Floors $8,584.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $8,584.00 $205.16 -$0.16 Total Change Request $8,789,00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2.39°/0 Page |uf\ 5/12/2020 A", 9U2%SOUTH 1DOmST'KfJVT, N/A—pH/206/241_D229FAX /2061242-2699 TO: BN Builders Attn: Jeff Clark Site: Tukwila Justice Center Additional labor premium to accommodate a swing shift starting at 4 pm Tile work: Flooring work: 2Ohours QB U13hours @$37,0O Tota 1: - Swing Shift from 4/13 through 4/30 (4 day& Swing Shift from 4/13 through 4/30 (4 days/week, reduced hrs during the week of 4/27 4 l0 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 toheinstalled per manufacturer's installation instructions. Conditions set forth in this proposal are binding unless otherwise negotiated and mutually agreed upon xvxS*|mGToNCONTRACTORS LICENSE #Gns4T;^95so4. Acknowledgement and Agreement: The undersigned accepts, agrees to, and acknowledges all terms and conditions set forth iothis proposal. Signature: Printed Name: Date: Thank you for the opportunity tobenfservice! John Scott Account Representative, Great Floors Commercial Sales CITY OFTKKKWIU A CONTRACT CHANGE ORDER NO, 009 DATE 5/302020 PROJECT NO.: 9163050 PROJECTNAME: PGP-JuoUooConher BUDGET NO.: 305l0 � CONTRACT NO.: 18-0491 18-O4g(n) Council Approval N/A Sheet 1of1 You are hereby directed hxmake the herein deoohbodohongeob\theplannond specificationsordnthe following described work not included inthe plans and specifications onthis 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 toall contract stipulations and covenants; B.The rights Dfthe "Qwne/'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 inadvance nfall change orders. CHANGE: See Attached Exhibit "A" Wethe unders�nedCon�an��have g�anoam�|nons�e�Uon0o�echange pm000edand hombyagme.�this pmposoio approved, hal- 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 5/28/20 By Original Contract (without tax)* Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT Contractor BNBuilders Title ProjectManager $ 34,049,9]N Q�V �� _ APPROVED BYTHE CITY 0FTUKWILA Date $1�5,745.00 -v $ 108,031.00 \/ iginalContra Time: 546days (December 18.202O Ad[ditional Contract Time for this Change Order: Odays Updated Contract Time: 546 days (December 18, 2020) Deputy City Administre r4- � ~~ SOJ Program Director ORIGINAL: City Clerk (11 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File *The original contract value isconstruction only and does NOT include preconstructionmamendments topreconstruction x i it "A„ C A CITY OF TUKWILA Project Name Project # TO CONTRACTOR: -SU A ;Y L C A G - PUBLIC SAFETY PLAN Justice Center CO # 09 91630501 Contract # 18-049.1 (L ) Date 5/26/20 BNBuilders 2601 Fourth Ave, Suite 30 Seattle, WA 98121 COP/CCD # Description Reason Code Amount COP 5016 Unused GMP Allowances for Shoring & Contaminated Ground Water. Credit for the Guaranteed Maximum Price (GMP) included a $50,000 allowance for temporary shoring and a $20,000 allowance for contaminated ground water, in case of unforeseen conditions. These allowances were not expended. The costs, plus markups, are being credited back to the owner. UFC -$73,500.00 COP 5046 Reduced Quantity of Roller Shades. During submittal review, the quantity of roller shades was revised. Deleted a total of 48 shades and added a total of 8 shades. Net credit for 40 shades. OC -$8,680.00 COP 5054 Added Flexible Flashing at Openings per RFI-226 (Rev 1). Added foil faced flexible flashing and back angle at exterior window jambs, heads and sills. As recommended by owner's building envelope consultant (JRS) to improve durability and weather seal of exterior cladding system. DC $24,759.00 COP 5080 Revised Rukus Switch for CCTV Video Surveillance System. During submittal review, approved contractor's proposed substitution from Rukus 7650 to Rukus 7150 series switches. The manufacturer recommended the 7150 series switch instead. This is a credit for the difference. OC -$10,319,00 COP 5088 Revised Condensate Drain Terminations per RFI 310. Revised the locations where HVAC equipment's condensate drains are routed and terminated in order to improve maintenance access in case of leaks. DC $3,263.00 COP 5103 Added Fire Sprinklers and Revised Lobby Storefront per ASI 026. Added sprinklers for coverage of exterior canopy over lobby as required by Fire Marshal. Revised storefront to accommodate side wall sprinkler heads required. Revised storefront to provide metal panel infill at revised upper storefront. Added horizontal mullion and panels. AD $26,130.00 COP 5105 Added Drainage Mat at Perforated Panels per JRS Comments. Added drainage mat in between rivets at exterior perforated panels in order to improve drainage from the exterior facade system and reduce long term maintenance concerns. OC $3,676.00 COP 5116 Revised Stud Size per RFI 364. Material cost credit from G60 to G40 interior steel studs. Value engineering. OC -$5,250.00 COP 5118 Added Condensate Piping per RFI 362 (Rev 1). Added condensate drains for HVAC equipment's branch circuit controllers, not shown in contract documents. DC $8,495.00 COP 5119 Revised Framing and Drywall per RFI 373, 374 & 391. RFI 374 framed and installed a stud chase wall to conceal exposed refrigerant lines. RFI 373 added framing at storefront interface. RFI 391 furred out wall due to exposed piping in B109. DC $2,733.00 COP 5139 Added Monument Sign per ASI 029. Added monument sign in public lobby with steel frame and finished reclaimed Maple slab. Bronze metal dedication plaque with final text will be submitted as separate change order proposal. OC $14,663.00 COP 5140 Revised Feature Wall at Lobby per ASI 030. Developed a revised, more efficient design for the feature wall in the public lobby. Includes europly core 4x10 panels, picture rail, plywood backing, and programming and machining based on countoured "Duwamish River" design. Scope was not included in contract documents, but is fully funded by offsetting credits that exceed $115,000. Design was developed by architect in consultation with owner's user groups and reviewed by Tukwila Arts Commission. OC $115,549.00 COP 5147 Revised Feature Wall Light Fixtures per ASI 031. Credit for revised lighting from fiber optic LED to track lighting LED in coordination with revised feature wall design development. Value engineering. OC -$22,137.00 COP 5149 Revised Grading at West Notch Outside HUB per RFI 428. Revised concrete walkway and landscaping to eliminate drop-off at HUB bi-fold door threshold and improve drainage. DC $4,650.00 COP 5153 Revised Police Pedestal Intercom Station per ASI 032. Relocated intercom at PD Records Lobby entrance from wall mounted to pedestal mounted. Wall mounted option was not possible with approved storefront system. DC $4,879.00 COP 5154 Revised Sallyport Fence Mounting per RFI 370. Added mounting saddles to improve structural connection between fence posts and retaining wall at PD sallyport. DC $6,835.00 COP 5155 Revised SE ADA Ramp Along TIB per RFI 447 and Sidewalk Grading per RFI 466. Revisions to grading and site concrete to improve ADA/mobility. AD $7,404.00 COP 5162 Revised DCVA Replacement in North Lot per RFI 419. Revised Double Check Valve Assembly (DCVA) sizing (8" instead of 6") at North Lot per KC Water District 125 requirements. AD $4,88 LOO Change Order No. 09 $108,031.00 BNBuilders January 28, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Returning Unused GMP Allowances Dear Ethan, BNBuilders hereby submits our proposal for the return of the unused funding for the GMP allowances (1) Shoring and (2) Contaminated Ground Water. The total proposal of this subject work is Negative Seventy -Three Thousand Five Hundred dollars -$73,500.00. There is a zero -day impact to the Project Schedule. Please acknowledge your acceptance of this proposal and reference CP 5016 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (ustinek sosea .com) Geri Urbas ( eri.urbas bnbuilders.co Steve Schmitz (sschmitz 3\lBudcers 301 ' Avenue. Su 8e 2501 \3/A 98121 1. 206: 382 3,143 0206 332133130 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. CCD/ASI #: COP #: 5016 DESCRIPTION OF CHANGE: Unused GMP Allowance • Shoring & Contaminated Ground Water DATE: 1128/2020 GMP Allowance - Shoring GMP Allowance - Contaminated Ground Water -$50,000.00 -$20,000.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment -$70,000.00 -$3,500.00 Total Change Request -$73,500.00 5% BNB eNauildars PROJECT: Tukwila Justice Center OWNER: City of Tukwila ARCHITECT: DLR Group PRECONSTRUCTION SERVICES BID PACKAGE / SUBCONTRACTING PLAN ANALYSIS GMP SUMMARY BID PACKAGE NUMBER MACE 1` BID PACKAGE TITLE C-9 Early Building Demo JC-8 Early Building Demo (Travelodge; BP02.41 Demolition and Abatement BPO3.00 Foundation / Structure / Waterproofing BP31.00 Earthwork and Utilities BP 07.10 Waterproofing N/A Allowance- MACC 2 LNTP BP 04.20 Masonry BP06.40 Architectural Casework BP07.40 Exterior Siding BP07.50 Roofing Systems BP08.10 Doors, Frames and Hardware BP08.40 Alum Systems, Skylights, Glass & Glaz BP14.20 Elevator* BP21.00 Fire Protection* BP22.00 Mechanical` BP26.00 Electrical* N/A Allowance - MACC 2 LNTP Incorporatic BP03.01 Site Concrete BP09.20 Insulation / GWB Assemblies BP09.50 Acoustical Assemblies BP09.60 Floor Coverings BP09.90 Painting and Coatings BP10.00 Misc. Specialties / Equipment BP12.20 Window Coverings BP32.12 Paving and Striping BP32.90 Irrigation and Landscaping Value Engineering Amount from Log DRAWING SET Permit (Package # 2) Permit (Package # 2) Permit (Package # 2) ..__.____....__N/A ____.».....___..N/A N/A N/A N/A Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) .,__._...._..NSA_.._..».____ Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) Permit (Package # 3) FINAL $ 83,539 $ 105,824 AMENDMENT';; MACC . FINAL AS - BID PACKAGE AMOUNTS n/a 192,995 $ 4,288,300 $ 4,874,410 250,000 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a ESTIMATE TYPE: ISSUE DATE: AMENDMENT,; MACC 2 Z' FINAL AS - BID PACKAGE AMOUNTS $ 1,186,000 $ 1,767,900 $ 583,020 $ 1,577,000 $ 855,688 $ 118,000 $ 287,890 $ 3,284,321 $ .._ 4,699,000 '$W`» (250,000) $ 720,000 2,149,000 $ 344,716 $ 486,296 219,450 $� 977,000 »$ _.-....�47,268 $m __ 437,733 $ 1,020,000 (1,277,297 DIRECT CONSTRUCTION COSTS (DCC) $ - Trade Package Performance & Payment Bonds Inc! n/a n/a n/a Incl Above Design / Estimating Contingency Inc' n/a n/a n/a Incl Above Escalation Inc! n/a n/a n/aInc!Above Negotiated Support Services Inc! n/a $ 6,296 $ 8,761 $ 221,283 Iccl Above 83,539 $ 105,824 $ 9,675,705 Trade Package Bonds (See Sub Plan) Inc' n/a MACC Contingencc y 2.50% n/a $ 2,088 $ 2,646 $ 241,893 $ 480,825 $ _.. 727,451 $ 19,232,985 Sub Plan 5/15/2019 83,539 105,824 192,995 4,288,300 $ 4,874,410 250,000 1,186,000 $ 1,767,900 _..._ 583,020 $ 1,577,000 855,688 118,000 287,890 $ 3,284,321 $ _.._. ~ 4,699,000 $ (250,000) 720,000 $ 2,149,000 344,716 486,296 $._._»...... 219,450 977,000 ____...__._..-.47,268 437,733 :__.. 1,020,000 $_...,.._ (1,277,297) 29,098,053 MAXIMUM ALLOWABLE CONTRACT COSTS (MACC)) CONTRACTORS FEE (% of MACC) 5.00% Preconstruction Services (lump sum as bid) Specified General Conditions (SGC) AS -BID Specified General Conditions (SGC) (Amendment 2) JC-9 Early Specified General Conditions (SGC) (Amendment 3) JC-8 Early Specified General Conditions (SGC) Add'I MACC Value GC/CM Performance & Payment Bond Included W/ Fee BNB Insurances Included W/ Fee B&0 Taxes Included W/ Fee - $ 91,923 $ 117,2311 Inc $ 4,596 $ 5,862 $ 240,000 $.__...__.»_..__:._.... $- N/A N/A N/A N/A $ 25,818 N/A N/A N/A $ 26,999 N/A N/A N/A Inc._.._._. Inc._._.».»_._......._».. Inc___.._._,._ Inc Inc Inc IncInc Inc ............._._ $ - $ - $ - I $ 10,138,881 1 GUARANTEEED MAXIMUM PRICE (GMP)I $ 240,000 $ 122,337 I $ 150,09 Incl Above Inc! Above Inc' Above $ 1,544,320 $ 1,780,660 Incl Above I $ 21,258,130 $ 506,944 $ 1,062,906 $ 248,633 $ 332,258 $ 502,247 $ 10,894,458 $ 23,155,541 I $ 31,606,164 $ 1,580,308 240,000 $_..»......_._. 580,891 ._._ 25,818 $_._._..__..._ 26,999 $ 502,247 Included W/ Fee Included W/ Fee --T.Included W/ Fee 34,562,427 I Collaborative People, PrOgresalve Builders PAGE: 1 of 1 PRINTED: 5/13/2019 BNBuilders October 2, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Reduction in Roller Shades Dear Ethan, BNBuilders hereby submits our proposal for the reduction in the roller shades per the return submittal 02-122413-0. The total proposal of this subject work is deducting Eight Thousand Six Hundred Eighty dollars -$8,680.00. 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 5046 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim ( ustinek Geri Urbas ( eri.urbas Steve Schmitz (sschmitz sosea..com) bnbuilders.com dl ou .co 13N Buildefs 7601 41' AV e.rILI e, SU te 350. Seattle; \,8.86 98121 T: 2061382.38343 •F. 20838138810 BNBuilders PROJECT NAME: Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders.Inc. DESCRIPTION OF CHANGE: Reduction in roller shades per the return submittal 02-122413-0 comments CCD/ASI COP #: 5046 DATE: 101212019 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment To the best of my knowledge and belief, I certify that all costs listed above are correct. Date Contractor Signature MEM 5% ndow Coverings To: BNBuilders, Inc Attn: Liz Van Wieringen Project: City of Tukwila - Justice Center Change section -item 1-A Per return submittals and CP #51 added a total of 8 shades. Credii TOTAL FOR THI Drawings or sketches attached # pagc Requested by Liz \h Prepared by Gris Response needed by see attached wo I Acknowledgement and order to proceed: representative for the contract holder on the above Coverings to proceed with the work outlined above SIGNATURE .., C; t Window Covering Automation Specialists Date: 10/1/2019 Original Bid No. 28305 Revision 1 Phone 206-775-4989 Fax lrisJob# 20593 rder Proposal CO# 1 Description 46 - Deleted a total qty. of 48 shades and for total qty. 40 shades. TOTAL this section (8,266.6 S CHANGE ORDER REQUEST (8,266.61) s n Wieringen amora 10/1/2019 10/1/2019 rksheet for change order breakdown as the named project do acknowledge and hereby request Iris Windows 4th Street Rcnton, WA 90057 DATE (425) 793-9398 (888) 533-4747 x - Window Coverings Project 1-A 40 page 2of2 Date 10/1/2019 Original Bid No. 28305 Revision 1 Iris Job # City of Tukwila - Justice Center Per return submittals and CP #5046 - Deleted a total qty. of 48 shades and added a total of 8 shades. Credit -181.67 for total qty. 40 shades. 40 $ 25.00 Labor-hrs/rate $ Trips/travel/measure General conditions Site meetin•s Sho. time Frei•ht/Delive Sub Total $ (8,266.61) 20593 7,266.61 (1000.00) Total $ (8,266.61) 505 South 4th Street Renton, WA 98057 4257 793 939� f4�` 532_4747 Fax (425) 794 Pro Product Type duct Typ Project Name: e Shade - 1: Window Treatment Schedule Manual Roller Window Shades wl Fascia Sizes to be verified in the field by an Iris Field Engineer EcoVeil Sheer 6850s (1%) Color: 6861 Metal Product Type Shade - 2: Shade Manual Roller Window Shades w/ Fascia Equinox Blackout 0100s (Opaque) Color: 016 Dusk Level Location Win Type Orient Sheet Ref. OTY 14 Mount Detail Ref. Shades SHADE-1 SHADE-1 FIRST LEVEUAREA A SHADE-1 FIRST LEVEUAREA A SHADE-1 FIRST LEVEUAREA B SHADE-1 FIRST LEVEUAREA B SHADE-1 FIRST LEVEUAREA 8 SHADE-1 SHADE-1 FIRST LEVEUAREA FIRST LEVEUAREA SHADE-1 FIRST LEVEUAREA SHADE-1 FIRST LEVEUAREA SHADE-1 FIRST LEVEUAREA SHADE-1 FIRST LEVEUAREA SHADE-1 FIRST LEVEUAREA B SHADE-1 FIRST LEVEL/AREA B SHADE-1 FIRST LEVEUAREA B SHADE-1 FIRST LEVEUAREA B SHADE-1 FIRST LEVEUAREA B SHADE-1 FIRST LEVEUAREA B SHADE-1 FIRST LEVEUAREA B SHADE-1 FIRST LEVEUAREA B SHADE-1 SHADE-1 FIRST LEVEUAREA B FIRST LEVEUAREA C SHADE-1 FIRST LEVEUAREA C SHADE-1 SHADE-1 FIRST LEVEUAREA C FIRST LEVEUAREA C SHADE-1 SHADE-1 FIRST LEVEUAREA C SECOND LEVEUAREA A SHADE-1 SECOND LEVEUAREA A SHADE-1 SECOND LEVEUAREA A SHADE-1 SECOND LEVEUAREA A SHADE-1 SECOND LEVEUAREA A SHADE-1 SECOND LEVEUAREA A SHADE-1 SHADE-1 SHADE-1 SECOND LEVEL/AREA A SECOND LEVEUAREA A SHADE-1 SECOND LEVEL/AREA A SECOND LEVEUAREA A SHADE-1 SECOND LEVEL/AREA A SHADE-1 SECOND LEVEUAREA A SECOND LEVEUAREA A RECORDS LOBBY/A100 K9/A153 LOBBY/B100 LOBBY/8100 LOBBY/B100 LOBBY/8100 LOBBY/B100 LOBBY/B100 LOBBY/B100 LOBBY/B100 LOBBY/B100 LOBBY/8100 LOBBY/8100 LOBBY/8100 STAFF STAIR/S2 VESTIBUL/8119 VESTIBUUB119 VESTIBUUB119 VESTIBUUB119 VESTIBUUB119 HOLDING/C136 HOLDING/C136 HO LDING/C136 HOLDING/C136 A100.2/DR EAST A1.1A 1 32 98 FACE 11/A9.5 FASCIA Standard Controls are within 48" AFF to meet ADA standards - NOTES Delete per return submittal COURTS LOBBY/C100 EXERCISEIA207 EXERCISE/A207 EXERCISE/A207 EXERCISE/A207 EXERCISE/A207 EXERCISE/A207 DT ROOM/A208 DT ROOM/A208 DT ROO M/A208 DT ROOM/A208 DT ROOM/A208 DT ROOM/A208 EGRESS STAIR/S1 A153/DR S.1A S.1A S.1A B100.1/DR B100.1/DR S.1A S.1A B100.2/DR B100.2/DR S.1A S.1A S.1A B.1 S.3B B119.9/DR B119.9/DR S.38 S.38 E E E E C103 8/DR S.5C S.5C S.5C S.5C S.5C S.5C S.58 S.58 S.58 S.5A S.5A S.5A B.1 WEST EAST EAST EAST EAST EAST EAST EAST EAST EAST EAST EAST EAST WEST WEST WEST WEST WEST WEST NORTH NORTH NORTH NORTH NORTH EAST EAST EAST EAST EAST EAST EAST EAST EAST SOUTH SOUTH SOUTH SOUTH A1.1A A1.1B A1.1B A1.18 A1.113 A1.1B A1.1B A1.18 A1.1B A1.113 A1.1B A1.18 A1.1B A1.18 A1.18 A1.1B A1.1B A1.1B A1.18 A1.1C A1.1C Al .1C A1.1C A1.1C A1.2A A1.2A A1.2A A1.2A A1.2A A1.2A A1.2A A1.2A Al .2A A1.2A A1.2A A1.2A A1.2A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 36 84 96 48 32 32 96 96 32 32 96 48 84 48 20 32 32 20 74 48 48 48 48 26 72 72 72 72 72 34 72 72 64 72 72 50 48 80 112 112 112 98 98 112 112 98 98 112 112 112 84 112 78 78 112 30 24 24 24 24 68 66 66 66 66 66 66 96 96 96 102 102 102 84 TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP TOP 41/A10.2 31/A10.1 31/A10.1 31/A10.1 31/A10.2 31/A10.2 31/A10.1 31/A10.1 31/A10.2 31/A10.2 31/A10.1 31/A10.1 31/A10.1 31/A10.1 31/A10.1 41/A10.2 41/A10.2 31/A10.1 31/A10.1 41/A10.1 41/A10.1 41/A10.1 41/A10.1 41/A10.2 21/A10.1 21/A10.1 21/A10.1 21/A10.1 21/A10.1 21/A10.1 21/A10.1 21/A10.1 21/A10.1 21/A10.1 21/A10.1 21/A10.1 41/A10.1 FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Pro duct Typ Project Name: e Shade - 1: Window Treatment Schedule Manual Roller Window Shades wl Fascia Sizes to be verified in the field by an Iris Field Engineer EcoVeil Sheer 6850s (1%) Color: 6861 Metal Product Type Shade - 2: Product Type SHADE-1 Shade SHADE-1 Manual Roller Window Shades wl Fascia Level SECOND LEVEUAREA B SHADE-1 SECOND LEVEUAREA B SHADE-1 SHADE-1 SHADE-1 SECOND LEVEUAREA B Location STORAGE/8201 Win Type Orient INTERIOR Sheet Ref. A1.2B QTY 1 VV 48 H 84 Mount FACE Detail Ref. 15/A9.5 Shades FASCIA Equinox Blackout 0100s (Opaque) Color: 016 Dusk Standard Controls are within 48" AFF to meet ADA standards - NOTES Delete per return submittal LOBBY/8100 UPPER SECOND LEVEUAREA B SECOND LEVEUAREA B SHADE-1 SECOND LEVEUAREA B SHADE-1 LOBBY/B100 UPPER SIB EAST A1.28 1 84 90 TOP 32/A10.2 FASCIA Delete per return submittal LOBBY/B100 UPPER LOBBY/8100 UPPER SECOND LEVEUAREA B SHADE-1 SECOND LEVEUAREA B SHADE-1 SECOND LEVEUAREA 8 LOBBY/8100 UPPER LOBBY/B100 UPPER LOBBY/B100 UPPER SECOND LEVEUAREA B LOBBY/B100 UPPER S.1B S.1B S.18 S.18 S.1B S.1B S.18 EAST EAST EAST EAST EAST EAST EAST A1.2B A1.2B A1.2B Al .2B A1.2B A1.2B A1.2B 1 1 1 1 96 96 96 96 96 96 96 90 90 90 90 90 90 90 TOP TOP TOP TOP TOP TOP TOP 32/A10.2 32/A10.2 32/A10.2 32/A10.2 32/A10.2 32/A10.2 32/A10.2 FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal Delete per return submittal LOBBY/B100 UPPER S.1B EAST A1.2B 84 90 TOP 32/A10.2 FASCIA Delete per return submittal Total 48 sueuscT` nm� mm^s Sabrina Ames / usscRzpTmn: City ofTukwila Justice Center 73-17158-00 02-122413-0 - Roller Shade Product Schedule Submittal Furnish as Corrected DLR Group m� m 9/16/2O19 02-122413-0 01134 Info Exchange pyoms __� ! 6094x73-6094 ! --- PHoms � branna.chhstense»@bn | 206-382-3443 | Response (Furnish asCorrected) from: Steven Schmitz (mumGroup) Furnish asCorrected unb not noted schedule. 'Seemarked-upp\ansheet fbrR�htddeoon n De\eteshadesind\ca�ed ' . indo��/d000indioated Pro�derequ\redshadasoverstn��ront�orvv . ' Coordinate with and verify all opening widthsinthefie|dpriortofabricat|onas required by: 1.9FIELD CONDITIONS Steve Schmitz, DLR Group Page1orZ rn` (BNBuUde�) Bill Brown BrennaChd.` Christensen v'"..|.~-/ LRG ) Dillon Webster Ethan 8ernao (~...,.s Ob\etz]ohnsen) B Geri Urbas (NBu\|ders) Jeff Clark (BNBui|de Liz Van VVjeringen (oN8u\|ders) Sabrina Ames (DLRGroup) Steven Schmitz (DLRGroup) 9/16/2019 01134 PageZcxZ BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 Date: August 30, 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: Roller Shade Product Schedule Discip/ine: Architectural Subcontractor: Iris Window Coverings NW Inc Item Product Schedule Package Notes: - See marked -up plan sheets for Right side controls not noted on schedule. - Delete shades indicated. - Provide required shades over storefronts or windows/doors indicated. - Coordinate with and verify all opening widths iri the field prior to fabrication as required by: 1.9 FIELD CONDITIONS Submittal No.: 02 - 122413 - 0 Due Date: 9/14/2019 BNB Project Submitted By: Brenna Christensen BNBuilders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Phone: 206.382.3443 Fax: 206.382.3440 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. Devi3tiorfarir--=—Ices 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 equipment, materials and installation with all affected work and related subcOntractors/suppliers, particularly with specific emphasis on deviations/variations. Brenna Christensen Date Qty Status 1 Submitted Reviewer's General Comments: Comments 118021.100 DLR Group REVIEWED REVIEWED — ADDITIONAL INFORMATION REQUIRED T 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 dirnensions, 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. 09 16.19 By: Steve Schmitz Revie er Signature Date Window Treatment Schedule Project Name: City Of Tukwila 1 Justice Center Sizes to be verified in the field by an Iris Field Engineer 6850's Color. 6861 Metal Type Shade - Manual Roller Window Shades w/ Fascia EcoVeil Sheer (1%) Color. 016 Dusk Product Type Shad 2: Ww s was Manual Roller indoShadel Fcia Equinox Blackout 0100's (Opaque) 48" AFF to meet ADA standartls Product Type Level Puct rode Location Win Type Orient Sheet Ref. QTY W H AFF Mount Shade Control Detail Ref. Shades fascia Standard Controls are within Notes * OTHERWISE. RECORDS LOBBY/A100 S.6A EAST A1.1A 1 72 112 - TOP * 31/A10.1 FASCIA CONTROLS ON THE LEFT, UNLESS FIELD CONDITIONS REQUIRE SHADE-1 FIRST LEVEUAREA A FIRST LEVEUAREA A RECORDS LOBBY/A100 SSA EAST A1.1A 1 96 112 - TOP * * 31/A10.1 FASCIA Right hand contrO S Where indicated on plans. SHADE-1 SHADE-1 FIFIR�SyTLEVEEUrAaREA A RECORDS LOBBY/A100 S.6A A100.2/DR. EAST �aa�aIAIIFA,iAal A1.1A 1 96 .112 - TOP 31/A10. 1 FASCIA effete _. ,... ... that a review of the LOBBY/A100 S,6A EAST' A1.IA 46 112 TOP * 31/A10.1 FASCIA NOTE We strongly recommend in to confirm the control SHADE-1 FIRST LEVEUAREA A FIRST LEVEUAREA A RECORDS RECORDSFT 5 6A EAST A1.IA 72 TOP * * 31/A70.1 FASCIA FASCIA furniture layout be done order positions of the shades. There will bean added cost of S7.00 SHADE-1 SHADE-1 FIRST LEVEUAREA A INTLOBBY/A106 SOFT 706 E SOUTH A7.7A 48 24 24 TOP * 31/A10.1 FASCIA per change for these changes. SHAD FIRST LEVEUAREAA DRUGS/A143 E SOUTH A1.tA 48 24 TOP * 31/A10.1 FASCIA E SOUTH A1.1A 48 24 TOP 31/A10. 1 SHADE -1 SHADE-1 FIRST LEVEUAREA A FIRST LEVEUAREA A EVIDENCE/A137 EVIDENCE/A137 F.1 SOUTH A7.1A 72 24 TOP * * 31/Ai0.1 FASCIA FASCIA See marked -up plan sheets for LEVEUAREAA EVIDENCE/A137 F.1 SOUTH A1.tA 72 24 TOP 31/A70.1 SHADE-1 FIRST A EVIDENCE/A137 E SOUTH A1.1A 48 24 TOP * 31/A10.1 FASCIA RI(yht`I„-je controls, g' d SHADE•1 FIRST LEVEUAREA F.1 SOUTH A7.7A 72 24 TOP * 31/A10.1 FASCIA SHADE-1 FIRST LEVEUAREAA EVIDENCE/A137 EVIDENCE/A137 F.1 SOUTH A1.IA 72 24 TOP * 31/A10.1 FASCIA SHADE -1 FIRST LEVEUAREA A A153/OR WEST A1.7A 36 80 T 31/A 10. FASCIA 3HADE-1 SHADE-1 FIRST LEVEUAREA A FIRST LEVEUAREA A K9/A153 K9/A153 8.1 WEST A1.IA 48 84 TOP * 31/A10.1 FASCIA FASCIA Right hand -control where indicated on plans. SHADE-1 FIRST LEVEUAREAA K9/A153 D.1 NORTH A1.7A 96 84 TOP * 31/A10.1 FASCIA C.1 NORTH A1.1A 72 84 TOP 31/A70.1 SHADE -1 FIRST LEVEL/AREA A CIRCULATION/A148 CIRCULATION/A148 C.2 NORTH A1.1A 72 84 TOP * 31/A10.1 FASCIA SHADE -1 FIRST LEVEUAREA A CIRCULATION/A148 8.1 NORTH A1.1A 48 84 TOP * 31/A10.1 FASCIA SHADE-1 SHADE-1 FIRSTLEVEUAREA A FIRST LEVEUAREAB L00BYB100 5.1A EAST At.18 84 112 TOP * * 31/A10.1 AS FASCIA SHADE-1 FIRSTLEVEUARFA 8 LOBBY/8100 5.1A EAST A1.18 96 112 TOP ** 37/A70.1 FASCIA LOBBYB100 SIP, EAST AIJ0 48 112 TOP 31/A10.1 SHADE-1 SHADE-7 FIRST LEVEL/AREA B FIRST LEVEUAREAB LOBBYB700 8100.1/DR EAST A7.7B 32 98 TOP * A10 31/,2 FASCI A FASCIA SHADE-1 FIRST LEVEUAREA8 L088Y/8100 0100,1/DR FAST A1.18 32 98 TOP 31/A10.2 /A10 FASCIA FIRST LEVEUAREAB L088YB100 5.7A EAST A1.10 96 112* 70P * 31.1 L±elete all noted. SHADE-1 LOBBYB100 S.1A EAST A7`18 96 112 TOP 31/A10.1 FASCIA SHADE-1 FIRST LEVEUAREA B 81002/00 EAST Ai'1B 32 98 700 * 31/A10.2 FASCIA SHADE-1 FIRST LEVEL/AREA B LOBBY/8100 LOBBY/8100 8100.2JDR EAST A1,18 32 98 TOP * 31/A10.2 FASCIA SHADE-1 FIRST LEVEUAREA B LOBBYB100 8.1A EAST Al 96 112 TOP * 31/A10.1 FASCIA SHADE-1 FIRST LEVEUAREAB S.1A FAST AL18 46 112 TOP * 37/At0.1 FASCIA SHADE-1 FIRST LEVEUAREAB L00BY78700 LOBBY/B100 5.7A EAST A 84 112 70P * 31/A10.7 FASCIA SHADE-1 FIRST LEVEUAREAB FIRST LEVEUAREA 8 STAFFSTAIRJSZ a.1 WEST A 48 84 TOP * * 31/A10.1 FASCIA Right hand control. SHADE-1 SHAD FIRST LEVEUAREA 8 STAFF STAIR/52 S.3C WEST A 96 112 TOP *` 31/A10.1 FASCIA FASCIA SHA0E-1 FIRSTLEVEUAREAB VES71BUU8119 0,38 WEST A 20 112 TOP ** 31/A70.1 FASCIA VESTIBUL/B119 0119.9/DR WEST A 32 78 TOP 41/A10.2 00605-1 5HADE-1 FIRST LEVEUAREA B FIRST LEVEUAREAB VESTi8UU8714 8119.9/DR WEST A1.76 32 78 TOP * 41/A10.2 0ASC1A FASCIA S.313 WEST A7.1B 20 112 TOP 31/A.1 SHADE-1 FIRST LEVEUAREA B VESTIBUU8119 • KR®® ` Right hand controlwhereindicated. Provide addtl she SHADE-1 1E11112 - TOP © 31/A10.1 �i SHADE-1 FIRST LEVEUAREAB BREAKAREAI8178 A7.18 1 FIRST LEVEUAREA C HOLDINGIC136 E NORTH A 1 46 24 - TOP * * 41/A10.1 FASCIA Deletea{l noted SHADE-1 FIRST LEVEUAREAC HOLDING/C136 E NORTH A1.1C 1 48 24 - TUP * 41/A10.1 FASCIA FASCIA SHADE-1 E NORTH At.1C 1 46 24 - TQP 41fA10,1 SHADE-1 FIR5TLEVEUAREAC FIRST LEVEL/AR EA C HOLDING/C136 COURTS/C135 E NORTH A1.1C 1 48 24 18'-0" TOP * 21/A10.1 FASCIA FASCIA" SHADE-7 FIRST LEVEUAREA C COURTS/C135 E NORTH A1.1C 1 48 24 18'-0 TOP .* 21/A10.1 FASCIA SHADE SHADE-1 FIRST LEVEUAREA C COURTS/C135 E NORTH AI.7C 1 48 24 18.-0" TOP * 21/A10.1 FASCIA COURTS/C135 E NORTH A1.IC 1 48 24 16'-0" TOP 21/A10.t SHADE-1 FIRST LEVEUAREAC COURTS/C135 E NORTH A1.1C 1 48 24 18'-0" TOP * 21/A10.1 FASCIA SHADE FIRST LEVEUAREA C E NORTH A1.1C 1 46 24 18'-0" TOP * 21/A10.1 FASCIA SHADE-1 FIRST LEVEUAREA C COURTS/C135 E NORTH A 1 46 24 18'-0" TOP * 21/A10.1 FASCIA SHADE-1 FIRST LEVEUAREA C COURTS/C135 E NORTH A 1 48 24 18'-0" TOP * 21/A10.1 FASCIA SHADE-1 FIRSTLEVEUAREAC COURTS/C135 Window Treatment Schedule Project Name: City Of Tukwila 1 Justice Center Sizes to be verified in the field by an Iris Field Engineer Product Type Shade Product Type Shade - 2: Product Level Location Type E 21/A70.1 FASCIA SHADE-i FIRST LEVEUAREA C COURTS/C135 SOUTH A1.1C 1 48 24 18'-0' TOP SOUTH Al 1 48 24 18'-0" TOP 27/A10.1 FASCIA * .1 SOUTH A1.1C 7 48 24 18'-0" TOP 21/A10FASCIA * 2 SOUTH A1.iC 1 48 24 18'-0" TOP 1/A70.1 FASCIA* SOUTH A7.7C 1 48 24 18'-0" TOP 21/A70.1 FASCIA * 1 SOUTH Al. IC 1 48 24 18'-0^ TOP 21/A10.FASCIA SOUTH A1.7C 1 48 24 18'-0" TOP * 21/A10.1 FASCIA * SOUTH A1.7C 1 48 24 18'-0" TOP 21/A10.1 FASCIA Manual Roller Window Shades wl Fascia EcoVeil Sheer 6650's (1%) Color: 6861 Metal nuai Roller Window Shades w/ Fascia Win Type Orient Sheet Ref. OTY W H AFF Mount Shade Control Detail Ref. Shades Equinox Blackout 0100's (Opaque) Color: 016 Dusk Standard Controls are within 40' AFF to meet ADA standard Fascia SHADE-1 FIRST LEVEUAREA C COURTS/C135 E SHADE-1 FIRST LEVEUAREA C COURTS /Ci35 E SHADE-1 FIRST LEVEUAREA C COURTS/C135 E SHADE-1 FIRST LEVEUAREA C COURTS/C135 E SHADE-1 FIRST LEVEUAREA C COURTS/C135 E SHADE FIRST LEVEUAREA C COURTS/C135 E SHADE-1 FIRST LEVEUAREA C COURTS/C135 SHADE-1 SHADE SHADE-1 SHADE-1 SHADE-1 SHADE-1 SHADE-1 FIRST LEVEUAREA C FIRST LEVEUAREA C FIRST LEVEUAREA C FIRST LEVEUAREA C FIRST LEVEUAREA C FIRST LEVEUAREA C FIRST LEVEUAREA C FIRST LEVEUAREA C FIRST LEVEUAREA C COURTS LOBBY/C100 COURTS LOBBY/C100 COURTS LOBBY/C100 COURTS LOBBY/C100 COURTS LOBBY/C100 COURTS LOBBY/C100 COURTS LOBBYIC700 COURTS LOBBY/C100 COURTS LOBBY/C700 SHADE-1 FIRST LEVEUAREA C COURTS OPEN OFFICE/C112 SHADE-1 FIRST LEVEUAREAC COPY/C12 SHADE-1 FIRST LEVEUAREA C DIRECTOR/C122 SHADE-1 FIRST LEVEUAREA C C123 PRO TEM SHADE-1 FIRST LEVEUAREA C C124 CHAMBERS SHADE-1 SECON0 LEVEUAREA A EXERCISE/A207 HADE-i SECON0 LEVEUAREA A EXERCISE/A207 E-1 SECOND LEVEUAREA A EXERCISE/A207 HADE-1 SECOND LEVEUAREA A EXERCISEJA207 SHADE-1 SECOND LEVEUAREA A EXERCISE/A207 SHADE EI SECOND LEVEUAREA A EXERCISE/A207 SHADE-1 SECOND LEVEUAREA A DT ROOM/A208 SHADE-1 SECOND LEVEUAREAA OT ROOM/A208 HADE1 SECOND LEVEUAREAA DT ROOM/A20 6.1 A D.1 D.1 D S. S.SC S.SC Notes FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA card • - WEST AC 48 72 TOP * 31/A10.1 FASCIA 1.t1 TOP * 31/A10.i FASCIA WEST A1.IC 1 24 84 WEST A1.1C 1 96 84 TOP * 31/A10.1 FASCIA TOP 37/A10.1 FASCIA Provide shades as noted. Provide required shades at glazing as marked. WEST A1.IC WEST AI.1C T A1.2A ST A ST A S,SC EAST Al. S.SC FAST Al S.SC 0,50 S.50 5B EAST Al A72A 72 TOP 21/A10.1 FASCIA EAST 1 98 * 21/A10, FASCIA EAST Al.2A 1 72 98 - TOP TOP 21/A10.1 fASCIA 96 84 96 84 72 72 72 72 72 6 TOP * 31/A10.1 FASCIA TOP * 21/A10.7 FASCIA Tpp * 21/A10.1 FASCIA TOP 21/A10.1 FASCIA Tpp * 21/A10.1 FASCIA TOP * 21/At0.1 FASCIA T Al SHADE-1 SECOND LEVEUAREA A DT ROOM/A208 S.SA SOUTH A...-. 21/g10.1 FASCIA SA SOUTH A7.2A 1 72 102 TOP SHADE-1 SECONOLEVEUAREAA DTROOM/A208 50 102 - TOP * 21/A10.1 AS DE-1 SECOND LEVEL/ AA DT ROOM/A208 S.5A SOUTH Al.2A 1 * g7/A70.1 FASCIA 1 SOUTH Al.2A 1 .48 84 TOP SHADE 4 SECOND LEVEUAREAA EORESS STAIR/S1 g Al2A 24 84 � TOP * 41IA10.1 FASCIA .1 SHADE•? SECOND LEVEUAREAA CLO/CPT OPEN OFFICE/A213 A SOUTH _ g1/A10.1 FASCIA SHADE-7 SECOND LEVEUAREA A CLO/CPT OPEN OFFICE/A213 B.1 SOUTH A1.2A 1 48 84 TOP * 41/A10.1 FASCIA SHADE-1 SECOND LEVEUAREA A CLO/CPT OPEN OFFICE/A213 D.1 SOUTH Al2A 1 96 64 TOP 41/A10.1 FASCIA SHADE- i SECOND LEVEUAREAA CLO/CPT OPEN OFFICE/A213 C. SOUTH A1.2A 1 72 84 „ TOP 41/A10.1 FASCIA g.1 EAST A1:2A 1- . 48 04- * 41/A10^I- FASCIA HA SE CONDLEVEUAREA A TEAM AREA/A215 B,1 .SOUTH. A1.2A 1 48 04 - .TOP SHADE•1 SECOND LEVEUAREAA . TEAM AREA/ _ * 3.1 q 1.1 * 311JAY01 SHADE-1 SECOND LEVEUAREAA ACT OPENOFFICE/A217 SOUTH A2A D.1 SOUTH A1.2A 24 84 TOP FASCIA 96 84 TOP FASCIA /A70. i SHADE-1 SECOND LEVEUAREA A ACT OPEN OFFICE/A217� TOP * SHADE-2 SECOND LEVEUAREAA MAJOR CASE CONFERENCE/A221 0.1 SOUTH A1.2A 7 98 84 31/A1* 1/AI0.1 FASCIA FASCIA SHADE-2 SECOND LEVEUAREA A MAJOR CASE CONFERENCE/A221 A221/DR INTERIOR A1.2A 1 12 34 * FASCIA SOUTH Al2A 24 84 SHADE SECOND LEVEUAR2FACE 15/A9.5 EA A MAJOR CASE A221/DR INTERIOR A1A 1 12 34 TOP * 15/A931/A1FASCIA 1 SHADE-1 SECOND LEVEUAREA A MCU OPEN OFFICElA223 A _ TOP 31/A70.1 FASCIA SHADE-1 SECOND LEVEUAREA A MCU OPEN OFFICE/A223 D. SOUTH A1.2A 1 96 84 SOUTH A2A 72 84 TOP * 31/A10.1 FASCIA 1.1 * .1 SHADE-1 SECOND LEVEUAREA A MCU OPEN OFFICE/A223 C. _ TOP 31/A10FASCIA SHADE-1 SECOND LEVEUAREA A MCU OPENOFFICE/A223 D.2 WEST A1.2A 1 96 72 TOP * 31/A70.1 FASCIA SHADE-1 SECOND LEVEUAREA A MCU OPEN OFFICE/A223 C.1 WEST A1.2A 1 72 72 p * 21/A70,1 FASCIA Delete all not Provide blackout shade. Add blackout door. Right hand control where indicated. Right hand control where indicated on plans Right hand.controt where indicated on plans 72 102 TOP * 21/A10.7 FASCIA Window Treatment Schedule Product Type Shade -1: Product Type Level Product Type Shade - 2: Location Project Name: I City Of Tukwila 1 Justice Center Sizes to be verified in the field by an Iris Field Engineer Manual Roller Window Shades w/ Fascia EcoVeil Sheer 6850's (1%) Color. 6861 Metal Manual Roller Window Shades wl Fascia Win Type Orient Sheet Rel. OTY W H AFF Mount Shade Control Detail Ref. Shades Equinox Blackout 0100's (Opaque) Color..016 Dusk Standard Controls are within 48" AFF to meet ADA standards Fascia Notes SHADE-1 SECOND LEVEUAREAA MCU OPEN OFFICE/A223 SHADE-1 SECOND LEVEUAREA A PSU OPEN OFFICE/A228 SHADE-1 SECOND LEVEUAREAA SHADE-1 SHADE-1 SECOND LEVEUAREA A SECOND LEVEUAREA A C.2 PSU OPEN OFFICE/A228 ACCREDITATION WORKROOM/A230 ACCREDITATION WORKROOM/A230 SHADE-1 SHADE-2 SHADE-2 SHADE-2 SHADE-2 SHADE-1 SHADE-1 SHADE-1 SHADE-1 SHADE-1 SHADE-1 SHADE-1 SHADE-1 SHADE-i SHADE-1 SHADE-1 SHADE-1 SECOND LEVEUAREAA SECOND LEVEUAREA A SECOND LEVEUAREA A SECOND LEVEUAREAA SECOND LEVEUARFA A. SECOND LEVEL/AREAA SECOND LEVEUAREAA sSECOND LEVEL/AREA B SECOND LEVEL/AREA B. PSU COMMANDER/A231 C.1 WEST C.1 B.1 CONFERENCE ROOM/A232 CONFERENCE ROOM/A232 CONFERENCE ROOM/A232 CONFERENCE ROOM/A232 CHIEF OF POLICE/A237 DEPUTY CHIEF OPERATIONS/A238 STORAGE/8201 A1.2A 72 72 TOP 31/A10.1 WEST Al.2A 72 84 TOP 31/A10.1 WEST B.1 C.1 B.1 A1.2A 72 84 TOP 31/A10.1 WEST A1.2A 48 84 TOP 31/A10.1 NORTH C.2 3-SIDELIGHT TRANSOM C.1 C.1 8 NORTH A1.2A A1.2A 48 72 84 84 TOP TOP 41/A10.1 41/A10.1 NORTH NORTH INTERIOR INTERIOR NORTH NORTH NTERIOR A1.2A A1.2A Al 2A A1.2A A1.2A A1.2A Al 2B SECOND LEVEL/AREA B; SECOND LEVEL/AREA 8 SECOND LEVEL/AREA B SECOND LEVEUAREA13 SECOND:LEVEUAREA BI YSECOND LEVEL/AREA Bz ':.SECOND LEVEL/AREA B:: SECOND LEVEUAI LO88Y/8100 UPPER LOBBY/B100 UPPER LOBBY/8100 UPPER _. 1.0813Y/8100 UPPER LOBBY/8100 UPPER LOBBY/8100 UPPER LO88Y/8100 UPPER OBBY/0100 UPPER ;. LO88Y/8100 UPPER S1 SIB S.18 S10 S1B T T EAST EAST EAST A1.20 A120 48 72 26 64 72 72 48 A1.28 A1.2B A1.21 A1.2B A1.2B A1.213 A1.28 Total 130 84 96 's 96 84 84 86 26 84 84 90 18'-8" 90 90 90 90 TOP TOP 41/A10.1 FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA FASCIA 41/A10.1 FASCIA FACE FACE TOP 15/A9.5 15/A9.5 41/A10.1 FASCIA FASCIA FASCIA TOP FACE TOP 41/A10.1 15/A9 5 FASCIA FASCIA 32/A10.2 FASCIA 18'-8" 18'-8". 18'-8" 18'-8" 18' 18`-8" 184" TOP TOP 32/A10.2 FASCIA TOP TOP TOP 32/A10.2 32/A10.2 32/A10 2 Al FASCIA FASCIA FASCIA q' FASCIA Delete TOP TOP TOP 32/A10.2 32/A.10.2 A10 2'2 FASCIA FASCIA FASCIA FURNISH AS CORRECTED 04.9.:1Plan Manual 1% Shades 12 Manual Blackout Shad Delete shade oh door A153 I I LIIIMWANINNIONI Ach IMINIIIKEZEM `357 MATCHUNE AREA El i 18 ik-.= 411r . 4 re& 8 111111;1L-0 unisorro_Ass, 1111111 <01II, 11-1-1-116 1 1 1 1 11— 11-1-1 1 1 1 1 1 I 18 I I I I I 10 I 0 0 0 0 FLOOR PLAN, FIRST LEVEL - AREA A T?T TT 22 Provide blackout shade on A130 office side of window 1171 L „ -774: er-4 LEGEND NOTES IIIRMIISErtal/011.81110.1111IIIII51.11b15410. KM, PROM01101(101,10101111.1.111111.111111011011II 11011.102411.114,01/IIIIK0114.11114111185E00. 111IIC/81416 601.61111,1111 5101.64IIIIIIIII 1.12111.103.91.6111111IIIR601IIIIMGOIIIIICORS, VII0010110111016.5,11114111111116 IIII 1 Off1161-0100011131111661(11021111.19111/11111.116III II.110140101111/11E1.111110119* 6 flIIIIIIII011,1110.1110101510116CE10.116111111 1 41111.811.0011611/00100011111491141,16173 BM. 61.51116IILE11 UII01119 1116V111411116110111.2031/040P01 1 0.011.11IIIIDIIIA11,1111 119 1 11.111.01011101/11111IIEIACKERIIIIIHIIIII111011210. KM. 51111161111111.1100.916111,2110 10 11#11113.011110 CII401610100 IIIIIIII011.1.11111111/./tir. IIIIII.IIII+111511010.6181111.1 11 nonocomas no.] 11 /011112111IIIIP1011.0.11 61 COM. 61111111171,1111. 11 1111.110161.11111090. 11.E.0.11110711IIIII. 11 6110.1111110/0111141 II 01100111011/41111E /WOW 01.6 10 NY SOK MIP111611610304106 01114.11.1110 6181611611161.11111 21 MM. 003(11.0111.0g0311E1.11 51 M. 11111IIIIIII616/01040.1II 25 .11. 2; 2121212011 20 00.11111371.1105510IIIMIE 11 611121,119.1101.0IIIIAlE II II611020111.2 011601101111.0IISURIIIII10.16110 II VII111.10110 SIIII11110113101011.1011111 1M01111111.03.111111111. 35 SI.. IIIIIIIIII1011471.1.11601 Righthand controls KEY PLAN CONFORMED SET IIIII 0.1010111 PIIII. 71171IIIII9 FLOOR PLAN, FIRST LEVEL - AFtEA A FURNISH AS CORRECTED Manual1Y Shades Manual Blackout Shades 0- Delete shades in Vestibule B119 — — NATCNU?!E-AAEA AIFiaA__ FLOOR PLAN. FIRST LEVEL - AREA B LEGEND NOTES ,Funs YEADNOSOALIKNIACOMIIIMEIL ..m+mie+wf2 e ui uwromtleM1(1 18.al.w.no manvNcnrosnLmm .s ao as NauaeLw:.anvr.tl�.wN. tem masaimwbra .xo W xrtomrvlean`Ntl:a0.u%.+'Lo /C:nFF 11 It4110EI M¢I BlTm1 +ea FAq tl IOiHIICALWILLIA�VB W]1lL1Wiu0. IS eGPERIM opYA A BIPUCiM.4 SWIM 2aIRmARAa IS SW SITA 191R1esu.Ad 16Rt0flFflnEm1N0 II MEP= II rtie.Tu1YW1 WH161NN.i D NM3f LppLtT'INIC WU MISS 'WAIF u.N LRmI 1 Mf)mN.l P W NF 1O.Ri'E� Wit® AxaFSSdiEa01.Kn1.S. KEY PLAN CONFORMED SET FLOOR PLAN, FIRSTLEVEL- AREAB A1.1 B FURNISH AS CORRECTED Manual 1%Shades Manual Blackout Shades EN FLOOR PLAN. FIRST LEVEL - AREA C Delete shades in C136 Ir.nt? �11 UNE-AREA 1/A9.9a Delete shade on door C103 Provide shades at storefront window. Righthand Control LEGEND NOTES Q 121rtin wnnf1�11.1211.10.01.0111.2��"+rowti uNiacml1 marAnan arcraa1.11M 1111 emsEruammt a .a.u'n. 9¢wgfm A1u6irnR 0901 11011.1FP4IPk tNP w aEuaxa maaare 4 ratooaam rc r.rr Nnlmanrt 11CM11:14 uaaMaa 02211111110111.111,041.1 1'PaVaf PNIiIRii WH1 00.211801 ALUM. aNEfWamPta1 rtrtanmN911./ • ow11PGw.1.2 +011.2 1rpm(PURY.awmre. a m 11.21 umMmNEP¢1rw coEiara+26.10 veal 2011.1 nn®Eavinrt:luc 26 w We wr#aw a onawnaooPfa=arr..urrlmva“ mamma) say rw.wmraur. au .Ema6mcaiuwNay.1.ren foamnEmm+P KEY PLAN L CONFORMED SET FLOOR PLAN, FIRST LEVEL - AREA C A1.1C Manual t%Shades Manual Blackout Shades MATGM.ME- AREA El IAi]e C- O- 0- EN FLOOR PLAN, SECOND LEVEL - AREA A Righthand control IIIMIIIu 3a2211 m,Fwmtnmcs n S�1 0 LEGEND NOTES 222210.08, MAIM MOM; 20121212212 ETC 0,222.10212121 NW AIM 212.14,421212,24,1 22.14 221211211.422222111111110 11.242222.112122221/ NW. 022ecmraw,rem'w meiwa as mrwmux1.aamVW 229121+21,e22222 MICH na,mmexm.xo uax,mmwmrmssneraWok. s2 22 ri 2422311222 xmrcv n waxmmMIS owa 11 wurvma 0122411 n nmrnicummu mYIP Mr. PLUMP MS co.6212re.numee21ME/Mw a re1 nv<aruwmaammm wMCI MN. 2222111041,112. LOAPIYarr VETALIIMICR(MIC.) 21 1424111111.1112222,12911212 ▪ pC11.0239UOJtA uklelNla➢oMBct*EO 120212021 MLLYmMi®aarrauatraorauf aWF2.10121,m m ta• 'IURIMhNeDATBtilW89 BINf£p[Im.tlma4ETlMAmi Delete all Suedes al 206112 ` KEY PLAN CONFORMED SETS«xmmv FLOOR PLAN, SECOND LEVEL -AREAA A1.2A Manual 1% Shades Manual Blackout Shades MOE. FIRMS 00911.13, 10.1.4•017/000nE<MEP E.SE 190113211211E. MOM LLCM. =MIX, CR PM LOCKER •I ISOME0.14.R.100.811130 1101118:9E.0000a900001011.00m00910OW0.170 emuwnmm,mu.omc nawnsa EIELE-7101001020R0 mr199 WE. ..sevwimwmwK. AVEZIVALLE0001.0.xn �nran.:a,vs aa,ma®nuuo0SEM MIME Meanna AVM. IA. Alta oeuxewrrtna,wu mEanwrow« n,unuw.mrtm 1161n1000A. .n..aauwm m10,799.01,01011040103 00201EIVALLEEEDIPIS WINO mca.v2 ruu.nermm,a a MON ana060 Eae,er... 20 COWS., WAL MOWED ASS .o;w.wmes.sr. it mr,;m.e+raw EVOWED a Vaiuo<+Earmu,mu.mau Delete all BNBuilders May 12, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI-226 Dear Ethan, In accordance with RFI-226 Air Barrier Details at Openings Confirmation, BNBuilders hereby submits our proposal (REV 1) for the flexible flashings and back angle. The total proposal of this subject work Twenty -Four Thousand Seven Hundred Fifty - Nine Dollars $24,759.00. 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 5054 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinekAsoseal.com) Geri Urbas (peri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrqroup.com) ONIBuilclers 2601 /4'S Avenue, Suite 350 Seattle, VVA 98121 T: 206.3823443 I': 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 226 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5054 DATE: 5112/2020 DESCRIPTION OF CHANGE: Supply and Install additional flexible flashings and back angle per RFI 226 BP 08.40 General Storefront BP 7.40 Northshore $ 8,602.48 $ 9,885.11 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Material GC/CM Mark-up on MACC Costs Rounding Adjustment $18,487.59 $5,092.77 $1,179.02 -$0.38 'Total Change Request $24,759.00 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: A.1. Labor it Prod. Hours $/hour Cost Al. Labor Premium $/hour Cost B. Material $/Unit Costs CCD/RFI: RFI 226 CP #: 5054 Date: 5/12/20 C. Equipment $/Unit Costs GC/CM Material $ - ii,..ti ia - $ - $ - $ - $ $ _ $ - $ - $ - $ - $ $ - $ - $ - $ _ $ - $ - - - $ - $ - $ - $ - $ - $ - $ _ $ - $ $ - $ - - $ $ - $ - - $ $ - $ - - - $ - $ - $ $ - $ - - $ - $ - - $ - $ - $ - $ $ - $ - - $ $ - $ - - $ $ - $ - - $ - - $ $ - $ - - $ - - - $ - $ - $ - $ - - - $ - $ - $ - $ - $ — " A. $ - $ - $ - B. $ 5,092 77 C. - otal os o or Ephram Harsh From Jeff Clark Sent Tuesday, February 4,202O9:29AM To: Eph,amHarsh Subject: FVV:You've received aninvoice 189DO9from IAF WEST Attachments: Pages from Job Cost Detail report 02O1Z0.pdf Jeff zsoz*mAvenue, suite2sV |saome'wmoscuI- 20e082.3*:aom^e | zoe.ssoosenm,o From: Liz Vanwieringen<Uz)Vanwiehn8en@)bnbp|ders.com> Sent: Friday, October 1l,20199:26 AM To: Geri Urbos <Geri.Urbas@bnbui|deo.com> Cc: Jeff Clark «]eff.C|ark@bnbui|denzom> Subject: FVV:You've received aninvoice 169O09from SAF WEST Friendly reminder about paying for the aluminum through this link! \N /2L 200775A'm9uU : Twitter | Facaoa" | u"kcm" | h"6"3domz"m From: 3AF'WEST <invoce@autho,ize.net> Sent: Friday, October 1l.2U197:24AM To: Liz Vamwiorin8en<Uz)/anwieringen@bnbui|ders-conp Subject: You've received oninvoice l690O9from SAF'WEST Hello Liz Van VVierimgen, SNBuilders Inc 118021.100. Tukwila Justice Ctr Construct. to. 02-01-2020 Date Range: Cost Invoice #/ Code Pay ID/Ref 1 Period End Date Description Job Cost Journal - Detail 500..005054 RFI 226 - JRS Revisions M 101119GERIU 10-11-2019. ALUM ANGLE EXPENSES - SF 90 90 90 vendor/�Emo1o_Yee Geraldine Urbas Cost Code Total Page 44 System Date: 01-27-20 System Time: 1:32pm Record Security: Disabled Hours Cost 5,607.1.4. .00 5,:607.14 GENERAL STOREFRONTS, INC. COP/CHANGE ORDER SUMMARY Project Name: Tukwilla Justice Center Subcontractor: ineia0itOraffenta- '`ddItiCi0of 0.Yi.,..-Of!;;;;- Description: fiiiSh:Lceiifl ,„elel _me 1. MATERIAL COSTS a. material costs b. freight costs (itemize) 2. EQUIPMENT COSTS b. owned equipment (per invoices attached) 3. JOBSITE COSTS a. labor a. material costs 4. OVERHEAD & PROFIT a. NTE 15% portion of 1, 2, & 3 5. St1B-TIER CONTRACTORS 1 SUPPLIERS b. c. d. Date ey /4r.,:4t0,01::.badOngle.16:toiefeontippehitiggAVIatefialjdtiopatiritediirnith..bltick-61.icidizo- i40.1)10:,d4te:.0.1:OrMql•:0114d4.*Oierf'Paii1,!ilOOradtifite**60-clar warranty 6. OVERHEAD & PROFIT ON SUB -TIER CONTRACTORS a. NTE 5% of Line 5 for each sub -tier 6,368.81 $ 1,199.10 rea 1. MATERIAL COSTS $ 685.00 2. EQUIPMENT COSTS $ 3. JOBSITE COSTS $ 6 369 00 SUBTOTAL 1 thru 3 $7,054 II 4. OVERHEAD & PROFIT $1 ,058.10 5. SUB -TIER CONTRACTORS $ - $ - 6. OVERHEAD & PROFIT ON SUBCONTRACTORS $ - 70.54 7. INSURANCE/TAXES a. volume driven liability insurance 1.000 % of 1-3 & 5 $ % of 1-3 & 6 b. volume driven b&o taxes 1.050 % of 1-3 & 5 $ —79794-- $70.54 8. Bond Bond $189.30 2.250 $ 7. INSURANCE $ 160.00 TOTAL COST TOTAL COST INCLUDING BOND Issued 2/3/2020 $ 9,353.00 $8,413.18 l• $8,602.48 GSI-001 RF1226 Revised-M-1 Page of GENERAL STORE WONTS, INC. COST BREAKDOWN Project Name:i5.0,1iifai4:44114444ig::getai$0,64:0Pgini0:i: Project Description Quantity Unit Type Unit $ Labor Cost Unit $ Material Cost GS! CO No. ZiAt COP/CCD 1 PR! RFI No. ';V:DI*1340f001. Date; 2Wr21:3440.40, Unit $ Equipment Cost Total Cost Labor Apprentice Journeyman Foreman Driver 32.5 8 32.5 hrs hrs hrs $80.43 $84.94 $86.12 2,613.85 679.51 $ 2,798.93 4 hrs $69.13 276.52 Project Manager Project Adminstrator Administrative Safety Costs Document Reproduction Small Tools 0 0 0 hrs hrs Is Is Is $77.37 $46.28 $40.20 $ $0.00 $0.00 $0.00 Jobsite Subtotal $ 6,368.81 6,368.81 Materials Glass Mirrors Is Is Is $0.00 $0.00 $0.00 Sealant 1 Is $0.00 Windows Automatics Is Is $0.00 $0.00 Mlsc Material, screws, tape Paint Travel/Parking Flashing Is Is Is Is $0.00 $0.00 $0,00 $0.00 Hardware Is $0.00 Skylights/CanoPies Shop Drawings Is Is $ 685.00 $0.00 $0.00 $ Materials Subtotal 685.00 685.00 Equipment Rental $ 940.00 Is Cquipracnt Subtotal Total Cost of Work GSI-001 RFI226 Revised-JR 6,368.81 Page of $ 685.00 940.00 $940.00 $ 940.00 $ 7,993.81 Issued 2/3/2020 Only hours from RFI 226 charged, hours for RFI 293 will be charged on a separate change order. MERV 118M8 F ELD DIRECTIV Ploase Fill Ocutll eIoWI Project Descriptiori of work to be completed; Mtda rquYxed for thls.directive; E.stirnate of hours to complete; The Jobsite Superintendent or Project Manager must sign all Field Direotives before work will proceed. moose sign name, title and date below and note whetherto Invoice or Change to Contract Amount, QUOTE will be sent to Field office as soon as this form has been prnpleted, /) ) If ? / ,•• / ii 4 Signature: Title; Date: Please indicate payment pro se: invoice: Add/Deduct from Contract Amt lJ leak) Date: Ploase Fill Out AD S6lovir,', 1 Project! i • Deactiptlan.of work to be 'completed: GENERSI F ELD ECT E S., Materiats requl d for this•dlrective: :77 H '/ Estimate of hours to complete: The Jobsite Superintendent or Project Manager Intret, sign ail Field, pirectimes before work will proceed, Please sign name, title and date below and note whether to invoice or Change to Contract Amount, QUOTE will be sent to Field Office as soon as this form' has been completed, 1 , i, i ' : t — Glazier Signat4r,ef----k."--:ff [ . , . , Date .,,, . . Title; t : ,_ i. ; I. , I Date: Please indlcate payment process: Invoice: AddfDedunt front Cot* Amt Please Fill Out NI Belovirt Project: Description or work tO be completed; MNERSI 1108 F ELD DIRECfl1 11Ifaterlais required for this•directive: (7: Esttraate oi hourto I: 06 be?i,C./1/-vA.,;'-`• Aft:YrK.4') • The Jolbsito Superintendent or Project Manager must sign all Field Directives before work will proceed. Please sign name, title and date below and note whether to invoice or, Changato Contract Amount. QUOTE will be sent to yield Office,as soon as this form has ben crompldteci. r 4 1 ,,/ i ,/ 1 • i) : 1 ,./,. r f). i If r 41,4/4. . , 1 p.:,..4,- Glazier Slynaturcl_. w. .\..,, Signature: (Viip.90-e r L i,), i')11'(' ''fit,'') .,/, --- , / 13 1 f ' Please indicate payment process': invoice: AddlOeduct from Contract Arnt GENE STONE ONTS5, GERMS' 118Ma FIELD or ECT PleasDEtEl Oyt Ail Bei owt Project: , C- DsptOfl if work to be completed: 0,a .:.,,.,,t,s„rtyle., Materials required for this.dlrectivez IW • 4, a;t:C814,.'S Estimate of hours to complete: •1 The Jobsite 1,iporlritencient or Project Manager .triust sign all Field Pirectives before work will Proceed. Please sign name, title. and date below and note Whetherto Invoice or dhangste Contract Amount, QUOTE•wlil be sent to Fteld Office 4e soon ftS thib fOrm has been col / • if 1 10 1 • _,)„, Signature: 61azier SIgnatr: Dath I tf Date: Please indicate paynoent p o s : Invoice; AddOoduct from aontract GENE STO Ploase Fill Out All F3olowt Project: (,' Description of work to be completed: L 3N GENER1311181Vie INC. W /AM 1A1 Silt Wisteria's required for this.dlrectIve: - /tot, frook6 i71t ene (py SCre,„yliS, P49 vt 4q, 61/ GSt F.stimate of hours to complete: ••-• ) APPlarPt 'tee „ The JobsIte Superintendent or Project 1Vlanageragd sign U Field Plrectives before work will proceed. Please sign name, taleand date he!ow and note whetherto Invoice Or, ahartga to c:,ntract AtnountcluaTE will be sent to Mold Office �s soon as tilts form has been cora feted, Signature: Glazier Sigruitues= Ttilo: -Date: - Date: • Please indicate payment process': ' invoice: AcidfOoduot from Contvaot Atilt GENERel118 agapktgon Please Fill Out All Below. , Project: Description Of work to be oomploted: Materials reciurred for thle,d1rective; Estimate Of hours to complete; /‘"1:VileS5 ET,ir /Leo Acliider , An III:lie J7).51-fle e.) 4VK. ,/ • .3 • X-14 •./411,4 The Jobalte Superintendent or Project Manager musgn.0 Field. Directives before work will proceed, Please sign name, tffie and date beiow Arid note whether or Change.to Contract Amount, QUOTE will be sent to Held off soon as tills formhas ben c?rripl6t-ea, I1,-!/,,,fr 1 ..."--- k• 4---- , Glazier ur griate: ------\-e-N.)1 1- Date: -, 1 c.--11 /-11 l• • ' • , . Signature: Title: Date: Please indicate payment process7 • Invoice; AddiDeduct from Gontreet Ant GENE STO ONTS, INC. GENERSI 118M3 ELD DIREMTVE Please PHI Out All Below: ProJect: .A/i 3(2.5}ke Description of work to be completed: at. IAA Ado /7) Mail5 required for this.dir Estitnato of hours to conipletet 7;001 The JohOe Superintendent or ProjeotIllanagerynust sign all Field Directives before wn rtc will proceed. Please sign name, tab, and date below and note whether:to-Invoice:or Chariget0 Contract. Amount. QUOTE will he sent to FiWd°01c"""" ae "8 for11)-has ban oettlpieted, Signature: f/ - --7. • - 1 -F A61;:io,(4,ic4w(---elazi9r Signature: , ji ; J Title: Date; „.______--.. Date; ley / .-,-, •;., / i i Please indicate paytnont procesel hivoloe: Add/Deduct from Oontract Ant a is a �tLa tad Itemized Change Order Proposal Attention: Liz Van Wieringen Date: 9/30/2019 Project: Tukwila Justice Center NSE Ref NSE 10 - R2 COP / RFI #: RFI 226 By: Kist Gouy Work Description QUANTITIES LABOR MATERIALS EQUIPMENT flashing Supply and install flexible at openings per pre -con meeting minutes details $78.45" No of Unit Units Description $/Hour Total $/Unit Total Rate Total Labor Shop Journeymen Per Hr $ 82.43 $ - $ - $ - Shop Foreman Per Hr $ R7 95 - $ - 1.20 $ - Note that costs on Field Journeymen 96 Per Hr $ 87.73 $ 8,421.79 $7,5 Field Foreman Per Hr $ 93.25 ;$ $ h here our lower than Delivery Driver Per Hr $ 43.77 $ $ - receipts Material Protecto Seal 45 - 6" 42 Rolls $ - $ 21.25 892.50 $ - $148,17 $8,615.07 $1,270.04 $9,885.1 1, Dow 795 6 Tubes $ - $ 7 20 43.20 $ - $ $ - $ - $ - $ - $ - $ $ $ - $ - 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 5 - $ - $ 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 $ - $ - $ - $ - Subtotals $ b,42i.r• "$ 935.70 $ - labor $ 168.44 Safety act expense@ 2%of direct Small tools expense rr3%ofdirect labor $ Transportation $4.76 per Field Foreman Hour $ Subtotals without overhead & profit $ $ 935,70 $ - Other Expense. 7 �� 1 _2©. Su tot'a o a ex erases (labor, materials,&equipment) $ r:.v<8,466.90 Contractor liability insurance =1.75%oflabor, materials,&equipment $ .. Total value of work for this contract before overhead & profit $ 4:34979a 15 % overhead & profit $ Total Value of work for this contract including overhead & profit $ , 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 0 Fax 425.740.3701 www.northshoreext.com. 1 ( Va-e 1- 1 INVOICE SEATTLE BRANCH - ATLAS ATLAS SUPPLY 611 S. CHARLESTOWN ST. SEATTLE, WA 98108 Telephone: 206-623-4697 SOLD TO: 13295 1 AB 0.412 E0133X 10252 05492577593 S2 F6903121 0001:0001 NORTHSHORE SHEET METAL INC. 11831 BEVERLY PARK RD BLDG C EVERETT WA 98204-3526 INVOICE NO. DY44120 INVOICE DATE 1 /06/19 DUE DATE 12/06/19 CUSTOMER NO. 510925 REMIT TO: BEACON ROOFING SUPPLY PO BOX 101087 PASADENA, CA 91189-0005 WAREHOUSE: SEATTLE BRANCH - ATLAS ATLAS SUPPLY 611 S. CHARLESTOWN ST. SEATTLE, WA 98108 Telephone: 206-623-4697 SHIP TO: Customer Pickup SLS SHIP VIA TERMS S8D PICKUP 1% 10 DAYS; NET 30 DAYS CUSTOMER PURCHASE ORDER NO. 2022 TAX 10.100 JOB # AND NAME 999 ISHOP ORDERED BY CHRISTIE PRODUCT PRW805206 PRW805212 DESCRIPTION PRW PROTECT° SEAL 45 6"X50SI 805206 ALUMINUM SILVER 50 SQF PRW PROTECT° SEAL 45 12..X50' SI 805212 ALUMINUM SILVER Deduct-1-2706 and-pay-1194.06-if-paid by-1:1/46/19, Otherwise-1206r12.1s.due-ln-full-by-1.2/06/19- ******'"*PLEASE CONFIRM PAYMENT ADDRESS******* BEACON ROOFING SUPPLY PO BOX 101087 PASADENA, CA 91189-0005 U/M RL RL QUANTITY 8 15 UNIT PRICE 32.6400 63.0000 501' a)C) EXTENSION MANAGE YOUR ACCOUNT ONLINE 24/7/365 Click on the link below or copy into your browser https://secure.billtrust.com/beaconroofingsupply/ig/gignin 261.12 945.00 R EOE1AO:Bld 17, I ) ..\11PJ .I, il 9.1111 SUB -TOTAL TAX HANDLING/RESTOCK SHIPPING TOTAL AMOUNT 1206.12 .00 .00 .00 1206.12 THIS SALE IS SUBJECT TO THE TERMS AND CONDITIONS AND RETURN POLICY FOUND ps. . . BUYER ACKNOWLEDGES AGREEING TO SUCH TERMS AND CONDITIONS AND RETURN POLICY. 0001:0001 qSUpply SEATTLE BRANCH - ATLAS ATLAS SUPPLY 611 S. CHARLESTOWN ST. SEATTLE, WA 98108 Telephone: 206-623-4697 SOLD TO: 143721 AB 0.412 E0105X 10195 05365514465 S2 P6809997 0001:0001 P1111111illhili11111111111011111iiiiiiilliiiiii11111111111111 NORTHSHORE SHEET METAL INC. 11831 BEVERLY PARK RD BLDG C EVERETT WA 98204-3526 CUSTOMER PURCHASE ORDER NO. 2022 PRVV805212 fa 1\ Yit) 1-1 h 2,1111 RECEIVED BY SLS SBD TAX 10.100 DESCRIPTION PRW PROTECTO SEAL 46 12"X50SI 805212 ALUMINUM SILVER Otherwise 630.00 is due in full by 11/03/19 *********PLEASE CONFIRM PAYMENT ADDRESS*****" BEACON ROOFING SUPPLY PO BOX 101087 PASADENA, CA 91189-0005 INVOICE SHIP VIA PICKUP LC' 0---/ _„. NVOICE NO. INVOICE DATE DUE DATE CUSTOMER NO. REMIT TO: BEACON ROOFING SUPPLY PO BOX 101087 PASADENA, CA 91189-0005 WAREHOUSE: SEATTLE BRANCH -ATLAS ATLAS SUPPLY 611 S. CHARLESTOWN ST. SEATTLE, WA 98108 Telephone. 206-623-4697 SHIP TO: Customer Pickup JOB # AND NAME 999 'SHOP U/N1 RL QUANTITY 10 TERMS 1% 10 DAYS; NET 30 DAYS ORDERED BY CHRISTIE UNIT PRICE 63:0000 MANAGE YOUR ACCOUNT ONLINE 24/7/365 Click on the link below or copy into your browser https:1Isecure.billtrust.comlbeaconroofingsupplylig/gignin SUB-TOTA 630.00 THIS SALE IS SUBJECT TO THE TERMS AND CONDITIONS AND RETURN POLICY FOUND AT https://www.beaconroofingsuppIy.comfTerms And_Conditions of Sale,html. BUYER ACKNOWLEDGES AGREEING TO SUCH TERMS AND CONDITIONS AND RETURN POLICY. 0001:0001 TAX HANDLING/RESTOCK .00 SHIPPING .00 'I OT DX94503 10/04/19 11/03/19 510925 EXTENSION 630.00 TOTAL AMOUNT 630.00 .00 Invoice COLORADO STEEL SASH COMPANY 6250 Ellis Ave. S Seattle, WA 98108 (206) 764-9400 Sold To: NORTHSHORE EXTERIORS, INC 11831 BEVERLY PARK RD BLDG: C EVERETT, WA 98204 Confirm To: Customer P.O. Ship VIA 2506 DELIVERY Item Code Unit 1SP2009 EACH 20 OZ ALUM GRY SILPRUF SAUSAGE P6510-L EACH OFFSET LEFT SNIPS P6510-R EACH OFFSET RIGHT SNIPS D52 EACH ECON-O-SHIM 1/2 X 3 X 4 D16 EACH ECON-O-SHIM 1/16 X 1-1/2 X 2 D18 EACH ECON-O-SHIM 1/8 X 1-1/2 X 2 DC795G EACH DOW CORNING SILICONE 10.3 GRY DC795C EACH DOW CORNING SILICONE 10.3 CHAR DC795BR EACH DOW CORNING SILICONE 103 BRZ BOX RAGC 10 LBS COLORED RAGS SS4044P EACH PINT PRIMER 4044 DYFCDB EACH DYMONIC FC DARK BRONZE lloz DYFCGR EACH DYMONIC FC GRAY 10.1 OZ Ordered 180.00 12.00 12.00 500.00 2,000.00 2,000.00 48.00 48.00 48.00 10.00 6.00 30.00 30.00 F.O.B. Shipped 180.00 Whse: 000 Whse: 000 Whse: Whse: Whse: Whse: Whse: 000 Whse: 000 Whse: 000 Whse: 000 Whse: 000 Whse: Whse: 12.00 12.00 000 500.00 000 2,000.00 000 2,000.00 000 48.00 48.00 48.00 10.00 6.00 Invoice Number: 0386853-IN Invoice Date: 12/13/2019 Order Number: 0182378 Order Date 12/11/2019 Salesperson: Customer Number: 10-NORSHE Ship To: NORTHSHORE EXTERIORS, INC 11831 BEVERLY PARK RD BLDG. C EVERETT, WA 98204 Terms Net30 Back Ordered 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 000 30.00 000 0.00 Pa Price Amount 11.5700 17.5000 17.5000 0.9412 0.0341 0.0511 8.5000 8.5000 8.5000 13.5000 46.7997 5.8100 5.8100 Net Invoice: Less Discount: Freight: Sales Tax: Invoice Total: 2,082.60 210.00 210.00 470.60 68.20 102.20 408.00 408.00 408.00 135.00 280.80 174.30 174.30 5,132.00 0.00 0.00 53.84 5,185.84i DLR Group pmo�cr� sueac�r� pVmpo�s� �ussTrom� sussssoow: pxom mmHe Sabrina Ames /o City ofTukwila Justice Center 73-17158-00 TIC RFl #226_Air Barrier Details at Openings Confirmation RFI uArssewT� 10/7/2U1y 226 01275 Answered Info Exchange Per direction given byDLRand JRGduring aconference call on9/24MQ.The openings through the air barrier are tnbainstalled per the following ' Jambs: Foil faced flexible flashing, approximately 4" wide, spanning from the primary seal location onto the bare galvanized Kingspan closure flashing. See attached for typical detail markups' flashing, approximately spanning from the primary Head: �Fni|hao�d�ex|�|� oo ng.app , the window head metal See o�achedfor typical d��oi| oeo||onmUononto emw ea mwn � mark ups. Sill: Foil faced flexible flashing tolap from the metal panelclosure flashing over any window sill support m�a|.anduptothetop8ftheoi||bockang|e'Thaa|uminummiU ---framingisaocu—'tothebouhongle with fasteners and bead ofsealant. Metal sill flashing tobninstalled between intermittent split shims. See attached mark ups for clarification. Please confirm this isacceptable and provide updated details that reflect this assembly. Response ) from: Steven Schmitz [ommGroup) Remarks: Acceptable. -See comment by IRS at sill for clarifications. xmmE _- Liz Van Wieringen {�mpmvY DLR Group . BNBuikjers -sn�1 � --- --- - r*ons�_� | 206-451- i em�� � Pnome ^ � UzVanwierhgen@b»b«i 206-382-3443 � / |ders.conn � _ | mumae� T]CRFl#Z26_Air Marner 9/30/2019 � Deta\s.atOpenNgs � Confirmation. Pdf-_ -- N8u|d ) Bill Brown Brenna[hrstensen \onou""=.=/ Dillon Webster (DLRGroup) Ethan Bernau (Shie1sOb|etzJohnsen) GehUrbas (BNBui\ders) Jeff Clark (BNBu\|ders Liz Van VViar\ngen (BNBu\|ders) Sabrina Ames (DLRGrVup) Steven Schmitz (DLRQroup) zo� Page Zoi-2 Request for Information BNaui|dwx, Tukwila Justice Ctr Construct. 5005 TukwilaInter, Blvd. Tukwila, WA 98188 Date: September 30, 2019 BNB Project #11g021.100 subm�ed�,UzVan mxe,nsan �^�no��7���e�evesc�m�z BN8ui|da� DLK�nup'Inc ������ve�u�o]5V 5zUnive�ityStreet Seattle, 08121 Suite Seattle, WA 98101 Te|:20O.*61-6O00 Fax: 200.461.6019 Subject* Air Barrier Details atopenings Confirmation Discipline: Architectural Potential Schedule Dmpao Potential Cost Impact: Yes subcontractor RF1No: Subcontractor: Date Required: 10/7/201e Question fe ||nn g/�V1g The oprnmgsthmughthe air barrier aetnb«i»�oUeU perdinectinngiven�yDLoandl��duringaco� conference � per the following lambs: Foil faced flexible flashing, approximately 4" wide, spanning from the primary seal location onto the bare galvanized Kingsp'"ndosureOashing�ea�achedfor �P�a|d�ai|mark ups. h ||�at�nommUjewindmw�oogmmm| Heud�||facrdOex|h|ecashing,appmm� x|m��''�widr,spanming�nmthep primary c flashing. See attached for typical detail mark ups. | a|dosu,e0oshmgpvo,anywindow�Usuppo�mes|,anduPt»thet«po Sill: pc��cedflexible Masbi»gt»lap r�mmem* ,pantUebackang|ewjthfageno�andbeaUnf�a�nt.Meto|*iUMas�»gt» the sill aluminum i rromoa �==° .= . beinstalled between intermittent split shims . See attached mark ups for clarification. Please confirm this is acceptable and provide update details that reflect this assembly -See comment by JRS at sill for clarifications. Answered by: Steve Group matuAnsworad: 10/03/2019 Coples TO: company & Contact Fax Notes Page of _ nvammreammwm.v~nwavaa! Foil faced flexible flashing Primar Foil faced flexible flashing Field Trim PS-12 as Necessary, Reuse Panel Leg When Possible 7/8" Bare Galvanized Horizontal Hat Channel, Attached w/ (2) #12 HWH Tek3 Screws Set in Sealant Through Karrier Panel Continuous Sealant 24ga Zincalume Pre -Finished "Black" Closure Flashing Pop Riveted 16" O.C. 22ga Zincalume Base Flashing Pre -Finished "Cool Terra Gotta" Color, Attached w/ #12 HWH Screws @ 16" O,C. Set in Sealant N Secondary Sealant Primary Seal Secondary Seal Continuous Sealant 24ga Bare Galvanized Closure Flashing Attached w/ #12 HWH Screws @ 16" O.C. Primary and Secondary Sealant not by Northshore 22ga Zincalume Closure Trim, Pre -Finished "Cool Terra Cotta" Color 143" SS Rivets @ 24" Painted to Match Closure Trim L 3/8" shim (typ) N Build Up: 1/4" plate 1/8" foil faced flashing 1/4" shim 1/4" screw head projection at framing 4 1/2" mggps,,,,,kovAWAS RO Stud Framing "Gasket" sealant to be installed between back angle/flashing nembrane and window frame. Typ. -JRS 1/8"-1/4" countersunk fastener Lower shim set in 795 sealant PSI to provide typical spacing) BNBuilders March 6, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Rukus 7150 Substitution Request Dear Ethan, BNBuilders hereby submits our proposal for revising from the Rukus 7650 to Rukus 7150 series switch as identified in submittal 03-282300-0. The total proposal of this subject work is a credit of Ten Thousand Three Hundred Nineteen dollars -$10,319.00. 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 5080 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (geri.urbas(bnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) BNBuilciers 2601 itti-e' Avenue, Suite :350 Seattle, \A/A 98121 T: 206.382.3443 10 206.382.3440 StiBuilders Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR. BNBuilders, Inc. DESCRIPTION OF CHANGE: Substitution Request Rukus 7150 Series. Refer to submittal 03-282300-0 CCD/ASI #: COP #: 5080 Submittal 03-282300-0 DATE: 31612020 P 26.00 Valley 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment ITotal Change Request -$9,828.001 -$9,828.00I I -$491.401 5% $0.401 -$10,319.001 'DLR Group �Vcoacr: ! m«m!. -- Sabrina Ames To City nfTukwila Justice Center 73-17158-00 09-282300-0 - Ruckus 71505ehes Substitution Request Submittal Reviewed |CO, mmm, | DLRGroVp susmcrm�/� ENAIL |Sames@d|rgmupcom / 11/1B/2U19 03-282300-0 01594 Info Exchange pn0w* � 206-461- ----------�- -------�- - e��1 | p*oms | [^mw� -compxmv | |'----'-�- - - '--� biU.brown@bnbuUders`c | 206-382-3443 � Bill Brown BNBuilders om Response (Reviewed) from: David Valdez (m& m systems Design, LLQ 1. The owner requested the use mfthe Rukus765U on this project. The design team will accept the use of the Rukus 7150 series switch, but this substitution requires the owner's approval before it will be accepted. 2. The design team believes that the part listed isjnerror and 'should be the ^15' `'`~^-P switch only has 370,Watts of power budget of 740 Watts, The power per 48 ports. David Valdez, R&N Systems Design 11/12/19 comTE-mTs guNw���' 1 ox|eo: 11/11/2019 Pagelof2 oesozpTo�w c�Fllea Bill Brown (BN8ui|ders) 8rennaChhstensen (BNBuilders) Dillon Webster (DLRGnoup) EphrannHarsh (BNBui\ders) Johnsen) (Shie\sOU|erz o EthanBernau Ger\Urbas (BN8ui(ders Jeff Clark (8N8ui\ders) Sabrina Ames (DLKGrou Steven Schmitz (DLRGroup) 11/19/2019 01594 Page2o['2 Submittal No.: 03 - 282300 - 0 Due Date: 11/25/2019 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 Date: November 11, 2019 Submitted To:Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Phone: 206.461.6000 Fax: 206.461.6049 BNB Project # 118021.100 Submitted By: Bill Brown BNBuilders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Phone: 206.382.3443 Fax: 206.382.3440 Description: Ruckus 7150 Series Substitution Request Discip/ine: Electrical Subcontractor: Valley Electric Co. Item Substitution Request Package Notes: 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 Deviaborif 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. Bill Brown Date Qty Status 1 Submitted Reviewer's General Comments: Comments REVIEWED AS NOTED VISE AND RESUB JECTED SUB IT SPECIFIC ITE AS NOTE THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITII TIE DESIGN CoNcErr of DIE PROJECr AND GENERAL COMPLIANCE WITH NIE INFORNIATION GIVEN IN THE CONTRACT DOCUMENTS CORRECTIONS OR COMMENTS 1410 ON THE SHOP DRAWINGS DURING NUS REVIEW DO NOT RELIEVE coNTRAcToR FROM COMPLIANCE WITH: rat,. KHOMEINI-NI OF THE PLANS AND SPECIFICATIONS. APPROVAL OF A SPECEIRC DEM SLIALL NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE HEM IS A COMPONENE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS TO PE CONFIRMED ANI) CORRELATED AT THE JOBSITE INFORativrioN THAT piarmes SOLELY TO 141 FABRICYHON PROCERSES OR TO TUE MEANS, METHODS, TECHNiQUES, SEQUENUS AND PRCNEDURES OF CONSTRUCTION C(X)RDINATION OF IRS OR IIER WORK WITH TI TAT OF ALL (MIER TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY NIANNEIL BY David [R&N] DATE 11/12/2019 Reviewer Signature Date SYSTEMS DESIGI\ November 13, 2019 RE: Tukwila Justice Center Ruckus 7150 Series Substitution Request, dated 11/11/19 The statement below is based on the review of the Substitution Request for the Ruckus 7150 Series as received from Valley Electric Co. for the above indicated project. Substitution Request General Comments 1. The owner requested the use of the Rukus 7650-48P switch on this project. The design team will accept the use of the Rukus 7150 series switch, but this substitution requires the owner's; approval before it will be accepted. 2. The design team believes that the part listed is in error and should be the 7150-48PF switch with a power budget of 740 Watts. The 7150-P switch only has 370 Watts of power per 48 ports. Sincerely, David Valdez, R&N Systems Design 615 Oakleaf Office Lane, Memphis, TN PH. 901-309-0115 TUKWILA JUSTICE CENTER 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET POST -BID REQUEST FOR SUBSTITUTION FORM To: DLR Group inc. 51 University Street, Suite 600 Seattle, Washington 98101 TEL: (206) 461-6000 FAX: (206) 461-6049 PROJECT: Tukwila Justice Center, DLR Group Project No. 73-17158-00 CONTRACTORS REQUEST, WITH SUPPORTING DATA 1. Reason for Substitution Request: per Ruckus, the 7650 POE switch is over engineered for a CCTV system. they recommended the 7150 series switch 2. Specifications to which this request applies: 282300 Section 5 Page 2.5 B Paragraph 0 Product Data for proposed substitution is attached description of product, reference standards_performance and_test data). - Product data is in submittal 02-282300-1 - CCTV Video Surveillance System - Product Data CI Sample is attached. Sample will be sent if requested by ArCEitat/Engineer. 3. Itemized comparison of proposed substitution with product specified: ORIGINAL PRODUCT PROPOSED SUBSTITUTION Name, brand: Ruckus 7650 series Ruckus 7150 series Catalog No.: 7650-48P 7150-48P Manufacturer: Ruckus Ruckus Significant Variations: 100 GB per port 1GB per port 4. Unit costs of original product and proposed substitution. State whether cost is for 2 material only, 0 material installed, or 0 Life Cycle cost of installed product, Original Product: $ 7,500 per Switch Substitution: $2 r 586 per switch 5. Proposed change in Credit to Owner: $ %1.N1II$h. Additional Cost to Owner: $ 6. Proposed Change in Contract Time: 0 Reduce El Increase by NA days. 7. Effect of proposed substitution on other parts of the Work, or on other Contracts: None CONTRACTOR'S STATEMENT OF CONFORMANCE POST -BID REQUEST FOR SUBSTITUTION FORM 016015 - 1 TUKWILA JUSTICE CENTER 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET OF PROPOSED SUBSTITUTION TO CONTRACT DOCUMENTS 1/we have investigated the proposed substitution. I/vve: 1. believe that it is equal or superior in all respects to the originally specified product, except as stated in 3. above; 2. will provide the same warranty as required in AIA A201 General Conditions 3.5.1; 3. will provide the same special warranty or guaranty as specified; 4. have included all cost data and cost implications of the proposed substitution; 5. will pay redesign and special inspection costs caused by the use of this product; 6. will pay additional costs to other contractors caused by the substitution; 7. will coordinate the incorporation of the proposed substitution in the Work; 8. will modi er p rts of the Work as may be needed, to make all parts of the Work complete and functioning; 9. waive fu re clai for added c10 C,flractor caused by the proposed substitution. 11/8/2019 Date: Johnson Control inc ARCHITECT/ENGINEER'S REVIEW AND ACTION O The proposed substitution is approved, without conditions. O The proposed substitution is approved, with the following conditions: O The proposed substitution is rejected, based on the following: O Provide more informatiorl in the following categories. Resubmit. O Sign Contractor's Statement of Conformance. Resubmit. The following changes will be made by Change Order: Addition to / deduction from the Contract Sum: Addition to / deduction from the Contract Time: DLR Group inc. Date: By (Signature) POST -BID REQUEST FOR SUBSTITUTION FORM days. 016015 -2 EiNBuilders May 12, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 310 — Condensate Drain Terminations Dear Ethan, BNBuilders hereby submits our proposal for RFI 310 for the condensate drain terminations. The total proposal of this subject work is Three Thousand Two Hundred Sixty -Three dollars $3,263.00. 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 5088 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim 'ustinek Geri Urbas ( eri.urbas Steve Schmitz (sschmitz sosea'.com) bnbuilders.com BISIBulittet 3 2601 ttla ,t1e33-,tettie.130103 330 Seattle, \i'l,t1\ 9812'1 T1 20'3352 :3.2,143 tts., 206,38:233,140 BNBuilders PROJECT NAME: Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY Tukwila Justice Center CCD/ASI #: RFI 310 COP #: 5088 DATE: 511212020 GENERAL CONTRACTOR. BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 310 • Condensate Drain Terminations IB lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs P 22.00 Johanesen Rounding Adjustment $3,107.591 $3,107.591 $155.381 $0 031 ITotal Change Request $3,263.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% Johansen Mechanical, Inc. PHONE 4254m-2266FAX ��6-6933 C��Af�(�Y�C)��l�|�[�lJETAI[- DATE: -' �—' J[}BNAME Tukwila Justice Center JK8|COR#: |` 8002 y BNBuUdee Inc.0|LUN(�CONTRAC�|ux . JOHANSEN JOB# P1 1960_.` DESCRIPTION: ������..�___~_,,_~____ ,___^_,'________~-,_,,_ __�~_ EXCLUSIONS: R re _,___-_,-__�__~___= REFERENCE: _��+________ _ ~____________ i LABOR: $ 1O14G = $ A.LABOR(F|ELDFOREMAN) �� *y $ 95.06 =$ B.L4BOg JRNYMAN) $ 7i�6 = C.LABQR�ppmEm//CE�°/ — $ 10~uG = D. LABOR (SHOP »m $ B50G = ' . '...~ �� . * E. LABOR K0EcH) - ���8 $ ' �� $ 7g = F. | A8OR(o8ATER|ALHAND') 0� $ 104.02 = $ G. LABOR (PIPING) � 9778 = $ H DETAiLNNG �~--- ~~-:-- 10373 = 8 ' 6lmHRS�g » |. SUPERVISION O'QO H�S�� $ 108'43 J.pp�OJE��TSTAFF LABOR TOTAL U. MATERIAL AND EQUIPMENT A. MATERIALS B. EQUIPMENT C. FREIGHT D-RENTAL8 E.VEH|CLES (m%mLABOR 'n") III.SUBCONTRACTORS A, ALL SUBS MATERIAL EQUIPMENT TOTAL SUB SUBTOTAL IV. OTHER DIRECT COSTS 2% OF LABOR A. SAFETY @ �ONSU�ABLE� 5% OF LABOR B. SNALLT03LSAND xy C, PERMITS OTHER DIRECT COSTSTOTAL t(TOTAL ITEMS |.U'Ili, AND yV VI. OVERHEAD &FEES A. OVERHEAD B'pROF|T C. SUBCONTRACTOR MARKUP D. B&OT/X@ � 1^,4.0wo * �p $ $ -_°' —'^ $ .' .'~ $ .......... $ TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL 2,974.00 ' 228.-08 . ..... .. e. This chang proposal does not include any This change proposal only includes costs th f can::`G:e­:1ael�iti,1ied at t iis till, overhead, acceleration or amount for o�ng�in�as�u�o �Wm�==�~--'—` ' and all ofthese and related items 28.51 M E C H A IN l C A L Change Order Proposal 0O3 December 3,2O19 Attn: Cory Slack Johansen Mechanical Project: Tukwila Justice Center RE: Costs Associated with RF|31O—Condensate Drain Terminations Redline Mechanical will incur additional costs in labor and material per the directions included COP 003 Cost: $2,851 BID RECAP SHEET CH AN IC AL Company: Redline Mechanical JobName: CAUsers\Jon BenedictlFastEST-Local.site\Jobs1Jon\TJC COP.job Bid Date December 3 2019 Bid: 12/3/2019 PLUMBING/PIPING SUMMARY FAST I mmary Pipe Equipment Total Pipe Fixtures Total Pipe Specialties Total Pipe Other Total Equipment Fixtures General Conditions Drains Med Gas & Lab Equipment Specialties General Conditions Labor Sub Total Plbg/Piping Labor Materials Hours Rate $1,612.35 $0 $0 $0 $0 so $0 $0 $0 $0 $0 $0 $0 $1,612 9.751 $88.87 w/Summary w/Summary vv/Summary w/Summary 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.8 $88.87 $88.87 $88.87 $88.87 $88.87 $78.81 $0.00 Labor $ Total $866 $0 $0 $0 $0 $0 $0 $0 $0 $0 so $0 $866 $2,479 $0 so $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,479 MATERIALS SUMMARY Plumbing/Piping Materials/Equipment Rental Equipment Warranty Material Escalation Freight Sub Total Sales Tax MATERIALS TOTAL 0.0 Total ......... $1,612 $242 $1,854 $0 $0 $0 $0 so$0 $0 $0 $0 $0 $0 $0 $1,612 $242 $1,854 $0 $0 $0 $1,612 $242 $1,854 LABOR SUMMARY Plumbing/Piping Labor Sub Total Sales Tax LABOR TOTAL Hours Rate 9.81 $88.87 0.0 Cost $866 OH&P $ $130 $866 $130 so $0 $866 SUBCONTRACTS SUMMARY Including Sales Tax Sales Tax SUBCONTRACTS TOTAL Cost 0.0 so $0 $130 OH&P $ Total so $0 SUB TOTAL less Sales Tax Warranty o.ol $0 So OH&P % 15% 15% 15% 15% 15% 15.01 15% $996 $996 $0 $996 Total $0 Cost O H&P $ Total so so OH&P % 15% 15% 15% 15% 10.0 5.0 0.0 $372 $2,851 $2,479 QUOTED PRICE $2,851 I $0.00 >< X C C cn cn -1 -1 m co 0 60 c) M o a -11 0 a 2. 2 2. cc, cu CD DI a Er 0") E ODj c •-•• -o - CDN 0 902 CD CD CD Ea <1,3 cr) 0 -P. (NJ cj CD 15 rt 0 O -• 9 Cr LI g A,, — 0 Z " 133 0 00 00 9 : 7gC -) 70 133 G) g _.,. a t'D 0 C ID CD \ w 0 rn m Co a a) 0 cr u) L. 0 "21 • b 00 0 c) cJ m -0 NJ -4 cr 4ft kt) Ur) In cp o) N, tn i4 0) CD cn CD (A CD C) LO Iv co UD L4 bo CID 01001 c a = O a c )71: c_ O 0 a) Cr Basic Wage Vacation/leave Assessment Checkoff HOURLY AGE Tazible incorrre Health Trust Jouneyman $54.91 $5.50 $1,30 561.71 WA State Pension National Pension $9.01 $6.06 International Training Fund Industry Improvement Fund MCAAWW Dues JATC $3.23 $0.10 $0,50 Supplemental Pension Hourly Benefits Total Compensation Package Dues per hou Totat orked TOTAL HOURLY RATE $0.10 $1.98 55.00 $25.98 $87.69 $z7.16 7 Time & Double One Half Time $82.37 58.25 $1.30 $91.9 $13.52 $6.06 $3.23 $0.10 $0.50 $0.10 $1.98 55.00 $30.49 $122.41 $1.65 .4C 4 $109.82 $8.25 0 $119.37 513.52 $6.06 $3.23 $0.10 $0.50 $0.10 $1.98 $5.00 $30.49 $149.86 $2.02 $32.51 $151.88 Time & Double Time & Double Time & Double 10% Foreman One Half Time Lead Foreman One HaIF Time General Foreman One Half Time 131.78 560.40 $5,50 $1.30 20 $9.01 $6.06 $3.23 $0.10 50.50 $0.10 $1.98 $5.00 $25.98 $93.18 $1.26 $27.24 M4 $90.60 $8.25 0 $100.15 $13.52 $6.06 $3.23 50.10 $0.50 $0.10 $1,98 $5.00 $30.49 $130.64 $1.76 $32.25' $132.40 $120.801 $8.25 $1.30 $13.52 $6.06 $3.23 50.10 50.50 $0.10 $ 981 $5.00! $ 30.49 1 $160.841 $2.171 $32.66 6 $63.15 $5.50 0 $69.95 9.01 $6.06 3.23 50.10 $0.50 $0.10 $1.98 $5.00 595.93 0 $27.28 $97.23 $94.73 58.25 $1.30 104.2E $13.52 $6.06 $3.23 50.10 50,50 $0.10 $1.98 $5.00 $30.49 $134.77 51.82 5136.68 $126.30 $8,25 0 $135.8 $13.52 $6.06 $3.23 $0.10 $0.50 $0.10 $1.98 $5.00 $30.49 $166,34 $2.25 $32.74' $ 65.89 $5.50 51,30 $72.6 $9.01 $6.06 $3.23 $0.10 $0.50 $0,10 $1.98 $5.00 $25.98 $98.67 $1.33 :7 $. 00.00 $98.84 $8.25 $1.30 $108.39 $13,52 $6.06 $3.23 50.10 50.50 S0s10 $1.98 $5.00 $30.49 $238.88 $1.87 $32.36 $140.75 Labor Burden Total $0.05 $4.44 $93.32 $0.05 $6,20 $130.26 $0.05 $7.59 5159.48 $0.05 $4.72 $99.16 $0.05 $ 6.62 $139.02 $0.051 $8.151 $171.161 $0.05 $4.86 $102.09 $0.05 $6.83 $143.41 $0.05 $8.43 $177.01 $0.05 55.00 $0.05 $7.04 58.25 $1.30 4"s $13.52 $6.06 $3.23 $0.10 $0.50 50.10 $1.98 $5.00 $30.49 $17 2 $2.32 532.81 $174,14 $0.05 $8.71 $105.00 $147.79 $182.86 D0R Group o�xsmun pnolsc/� suWsu� PUR11" SE: Answered C)ussTnDm� xmswe� paow mm HE Sabrina Ames oxrss�mr {]tyofTukwi|a]usbozCenter 11/26/2019 73-17158-00 TIC RFI#31O [ondensateDrain xpz/o310 Terminations V DN: Info Exchange Redline Mechanical believes detail referred tofor condensate drain application. R�d|inepropnseutnfunnishand terminations is the incorrect app| / ' the 1n indicated di install wall drain boxes in lieu of the tail piece adapter i nc This will have cost implications. For further information please refer to drawings included. Response (xnswe,eu}from: Samuel raufen(ocmGroup) Remarks: Per UPC 2015 TABLE 814.3, 3.4" condensate piping is allowed for up to 20 tons. Pipe 3/4" pipe from air gap funnel to tail piece connector as shown in detail. Sink locations with casework or vanity (group restroom) can be terminated into air gap funnel as shown in new detail in attached M5.2. Sinks in individual toilet restrooms shall terminate with wall box as proposed in this RFI. See attached mark-ups for further information. (__ � rm�� T -- �-DLR Group |��v I *o ------��- | sanles@d\rgroup.con1 |_pmzxe !206-461~ � --- - -- -` - -- -� sm�� px l 0I mN ' czzrPxmv xme �_ . __ ' � - ---- | — �--- �--- bill. 206-�8Z 3443 � ' � | - Bill Brown \ BNBUUders | onn _ _! ~----- oEScmP FTIONorcC)INrm�S Trn' On �o�ro _�= -- �- - --�--- /TIC RFl#310_ConOensate 1 � 11/21/2019 ' Drain Termi mumaBR FageIoC ? o»zs` ao� com�� (BN8u\Ners) Bill Brown BrennaChhstensen (BNBu(\ders) Dillon Webster (DLRGroup) EphrannHarsh (BNBui|ders) Johnsen) Ethan Bernau (Shie\s Ob|etz ] GehUrbas (BNBui\de Jeff Clark BNBu\|dSrs) ) Grnup Sabrina Ames (~L.' ' Steven Schmitz (DLRGrnup) 11/26/2019 01643 Request for Information RFI No: 310 BM0ui1der* Tukwila Justice CtrConstruct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 Date: November 21,ZO19 ���m����n��U�rmxvn J�m��7��e��hmU� DNBui\den�Inc. DLRGmup'Inc� Z6014thAvenue, Suite 35O Sl University Street �ea�yV e,A 98121 Sujte60O T Seattle, WA 98101 e1:(ZO6)38Z'J443 Tel: 206.401.6000 Fax:ZO6.461.6O19 Subject: Condensate Drain Terminations Discipline: Mechanical 'potential Schedule impact Potential Cost Impact Yes Subcontractor RF7/0r55 Subcontractor ]uhansenConstruction Co,Inc Date Required: 11/28/2019 Question oftyinglnal1/4^dra\n|ine|ntom]/4'' Detai\33onMS1yp\ca\detail for aU�0 »sa»dy\»ksi»casew«'pre sentsaproblemd i teminabnnsistheincnnm±app|icaUuo bnch��\p\e���Red|ineMechon1ca|bd\ewesthe debaU»ehrred0of RedVnepmposestnfurorcnndens��randi«�tedin�hedet�| ra "-� furnish and inm�Uwa||dra\nboxesinheuofthetaAp\eceeUapterm ca This will have cost implications todra*Angsinduded For fu�herihfbrmat�nplease mher Answer below), 3/4" condensate piping is allowed for up Per UPC 2015 TABLE 814.3 (snip funnel to tail piece connector as shown in to 20 tons. Pipe 3/4" pipe from air gap detail. Sink locations with casework or vanity (group restroom) can be terminated into air gap funnel as shown in new detail in attached M5.2. Sinks in individual toilet restrooms shall terminate with wall box as proposed in this RF1. See attached mark-ups for further information. . (( 1 PIPE SIZE ,1 tJUIA CONDENSATE PIPE DIAMETER Answered SODATaufen Fax Note.5 C4oie.,nrCompmm'8Contact u / � ` n Page 1 of 1 Jo a se ec a 'cal inc. 20109 144th Ave NE • Woodinville, WA 98072 (425) 481-2266 Bus - (425) 486-6933 Fax DCVR/ RFI DESIGN CLARIFICATION VARIATION REQUEST / REQUEST FOR INFORMATION PHONE NUMBER: 206-492-0363 RFI #: 056 DATE: 11/21/19 TO: BN Builders, Inc. 2601 4th Ave, Suite 350 Seattle, WA 98121 PROJECT: Tukwila Justice Center ITEM : Condesate Drain Terminations REF. M2.1A, M2.1B, M2.1C, M2.2A FAX NUMBER: 206-382-3440 ATTENTION: Jeff Clark FROM: Cory Slack DESCRIPTION: Redline Mechanical believes the detail referred to for condensate drain terminations is the incorrect application. Redline proposes to furnish and install wall drain boxes in lieu of the tail piece adapter indicated in the detail. For further information please refer to drawings included DATE: 21-Nov-19 SIGNED BY: COST IMPACT: Yes SCHEDULE IMPACT: NIA Cory Slack REPLY REQUIRED BY: 12/02/19 CLARIFICATION: APPROVED DISAPPROVED: VARIATION REMARKS: RECEIVED BY: DATE: APPROVAL: DATE: REQUEST FOR INFORMATION Contractor: BNB Attention: Cory Slack Job name: Tukwila Justice Center REFERENCE DATA Spec Section: Drawings: See Attached Sketch: RFI #: 007 Date: 11-19-19 Job #: B189 DESCRIPTION OF REQUEST Confirm Condensate drain terminations — RLM believes the detail referred to for condensate drain terminations is the incorrect application. RLM proposes to furnish and install wall drain boxes in lieu of the tail piece adapter indicated in the detail. For further information please refer to drawings included Potential Cost Impact: Yes Potential Schedule Impact: N/A Prepared By: Jon Benedict Required Date of Response: 12-03-19 LEGEND NOTES II ' 1• HVAC PIPING GENERAL NOTES llOPARA111110.401.11,ESNITXPETIEC7 MOWS omro.r. u11,a«.,DEuY0,w. ® 01 ■I t '. y * NEYNOTES.M21A is g - _ _ _ w,otn[.a a dd1V41,�NO f@tl9Lh" •TO 0.1.1116 p �e a �-�..� .�-m ...gym ®...�+ �191me 4 4 .,..n�� �� wh„ JO L ODD d4d O w q 4 4 O n Ot ` ....;. �„ .. .• wv+i,r n� - •� � , rdal emti�a5a +bawl W' w w tai 'ma xnnum rmmry KUW+M Nlblk�'rc� OLFResponse: Provide with a gap `115.2 In CDF/DFWNLINEC CNNECTIONDETNL r ,w ONENSIT ®a,a. r. I r •� >a4etu j 1 -roA ^^" lxceenig bvurr�s a! paavi0te (kxxYi'�gih31 not baemsm/ Irov9n&cd .per chAlt ddYil gap locatedunder van{Yy. Pipe id ta(I plate. I O p, down .tlrasc [ NWe.i Tytdcail NIL b O , swLSMOn k Not gieNerx 4..�� a auaa A i TN ' �...LJ VAVAIS I ICI r m AankAiproYNsa'r�fo krvia9 f BdN PmvNUceS*bratlbrvs 4 we+,w f , tY.mYdIM If� I I r% 1111 �srslaG-4" a.. ❑ i IecetJ w•m Nns lit DLR Res p P Id F r 11�t11 /v ps L r , _ with gap P 44/H 2 AI I I3 t S 1 t W W in lattacheddrawing gap lto tail l casework. I pipe to tall piece. iw•m----� Q7 ,w•mJ Iq � wv.:r I Y�YdllI $_ (1 1P 6U -'c'.:: E}. ` CnY.:J.19 ram, �-yyIO '-`�"' V r$1 0 w darilit 1Sf�10 W r r [ k t I O of lepy� :4 —..- — = F mz TUKWILA JUSTI G '»� 0 cin of NHWILA nmo t gee tII F � L I KEY PLAN fl C G HVAC PIPING PLAN, FIRST LEVEL - AREA A _-- ryz Y PLAN, FIRST LEVEL - AREA A a EN C NORTH NORTH �9 O\� M2.1A ¢..s ENSATEPNN ONECOtaaECTON DETNL DLft Response: Olga CD to air gap funnel provided for Insta-hat. Refer to 34/P4.1 for reference. INTCKNE HVAC PIPING PLAN, FIRST LEVEL - AREA B o� r LEGEND NOTES HVAC PIPING GENERAL NOTES KEYNOTES. M21E1 I LP KEY PLAN CONFORMED SET 71.1715.01 HVAC PIPING PLAN, FIRST LEVEL -AREAS M2.1B •—. • .. DLR Response: Provide wall box as suggested. Pile to tall piece of sink after air gap located In wall box drai CONDENSATEwRNNTINECONNECTION DETN DLR Response: Provide wall box as suggested. Pipe to tall piece of slnk after alr gap located In wall drain box. MA/ [FLUE WEA HVAC PIPING PLAN. FIRST LEVEL - AREA C LEGEND NOTES HVAC PIPING GENERAL NOTES e KEYN'OTES•MLIC KEY PLAN TUKWILA JUSTICE CENTER 5 ' CONFORMED SET Pm*. 7117150. HVAC PIPING PLAN. FIRST LEVEL - AREA C M2.1 C ENSATENRNN U NE CONNECTION DETAIL DLit Response; Provide with air gap per AdJMS,21 In attached drawing. Alrl gap located in Casework:I F pe to tall piece. DIA Response: Condensate drains this area can termll at mop sink ��/-,�,y1 HVAC PIPING PLAN, SECOND LEVEL - AREA A LJ LJ 34.- .e DLRComment: Pipe CD from VRF unit to under Ink vanity in locker `-() room restmo 5 and terminate a5 Meal to A102, or pipe to Janitor's closet as shown: Previous piping submittal was submitted with termination being allowed at electric water cooler. F1® Th LEGEND NOTES HVAC PIPING GENERAL NOTES 001111.1011941111158118857517755.511171575.1.558 110817515155701758581871.5151115518587111.0. I(EYNOTES.M22A 18185.7511357.117111751 KEY PLAN CONFORMED SET 711715800 HVAC PIPING PLAN. SECOND LEVEL - AREAA M2,2A Ig'41.)=Ir 1,15,,,10141/71,1 Iiir,ZATF4,TIV= ROI 511. ROOF MOUNTED CONDENSING UNIT DETAIL 1.13' ia3LEL`:;IF ACCESS PANEL DETAIL pyfixi,,- ROOF HOOD WITH DUCT DETAIL CEILING SUPPLY DIFFUSER CONNECTION DETAIL 15354555 RESTRICTED CEIUNG SUPPLY DIFFUSER PLENUM HEAD CONNECTION LOCKER ROOM DUCTWORK DETAIL , L M INSULATED PIPE HANGER DETAIL 1,14, 41„4 5.011.5 5.5,551,11155.55.711 EZEI RETURN GRILLE PLENUM HEAD CONNECTION DETAIL 51555111.411,5 PIPE PENETRATIONS DETAIL PIPING ROOF CURB DETAIL DUCT TAKE -OFF TO DIFFUSER (TYP.) 5104,51.5 LINEAR DIFFUSER DETAIL PIPING SEISMIC JOINT DETAIL LINEAR SLOT DIFFUSER DETAIL CONDENSATE AIR GAP FITTING AT CASEWORK OR SINK VANITY o TUKVVILA JUSTICE CENTER f. 5 CONFORMED SET fts. Data -.10 2019 1.711.11 7,17154.0 MECHANICAL DETAILS M 5 . 2 BNBuilders March 6, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 026 — Lobby Storefront Revisions Dear Ethan, BNBuilders hereby submits our proposal for ASI 026 to revise the lobby storefront. The total proposal of this subject work is Twenty -Six Thousand One Hundred Thirty dollars $26,130.00. 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 5103 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustineksoseai.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) 113'615:ulic125s 2601 465 Avenue, Suite, 350 Seattle: WA 98121 T: 206.382.34-43 206.3823440 BNBuilders PROJECT NAME: Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY Tukwila Justice Center GENERAL CONTRACTOR BNBuilders, Inc. DESCRIPTION OF CHANGE: ASI 026 - Lobby Storefront Revisions CCD/ASI #: ASI 026 COP #: 5103 DATE: 31612020 IBP 08.40 General Storefronts BP 21.00 Columbia Fire 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $18,683.121 $6,202.39 1 $24,885.511 $1,244.281 $0.211 ITotal Change Request $26,130.001 To the best of my knowledge and belief, I certify that all costs listed above are correct. Date ConeactorSienatum Columbia Fire SPEINEIER 'SYSTEM SERVICE REPAig To: BN Builders 2601 4th Ave, Ste 350 Seattle, WA 98121 Attn: Jeff Clark Reference: CanopyCanoyJJry System ASI 26 111 South Findlay Street Seattle, WA 98108 www,ColumbioFire,net COP #1 Date: Revisions: 711 5 LIC, OCOLUMFI952MG LOCAL 699 Conirodar 2/19/2020 Project: _Tukwila Justice Center Address: 15005 Tukwila International Blvd Tukwila, WA 98188 Due to the recent changes at the referenced project; Columbia Fire Inc. requests a Change Order in the amount of: Nature of Change: Referance ASI 26: See Attached Sketch: Six Thousand Two Hundred Two Dollars $6,202 Installing dry heads under the canopy was add to our scope of work. Please forward your change order or questions, please contact our office. Thank you for your prompt response Sincerely, Columbia Fire Inc Dean Pisicotta Project Manager deanRcolumbiafire.net authorization as soon as possible. If you have any and cooperation. Customer Signature/ Date PRICING BREAKDOWN Unit Subtotal K8a�ho\'' O� �m�) - 5 Beam Clamps $2.61 $13.05 5 1"Ring Hangers $0,32 $1.60 20 ft30"All Thread $0.47 $9.40 5 ORDry HSVVTyco $148.68 $743.40 5 1''Threaded Tee $4.26 $21.30 5 1''Threaded Plug $1.61 $8.05 36 1''x2'-S''Sch4OPipe $2.98 $107.28 5 1 1/2''x 1" MT $28.16 $140.80 5 Dry8phnkBoot $36.90 $184.50 Material Subtotal $1.220.38 WA State Sales Too U @ $0.00 $0.00 Office Labor: Engineering /Oeogn 8 Hours $T5,O0 �GUO.�O ' O H««m�� $6500 �0`DU Purchasing Ordering - Misc.Expense O �� $0.00 $0.00 Permit / Plan CheckFeeo O @ $0.00 $0.00 Design Subtotal Field Labor: 16 Hours $8B�0 Journeyman 16 Hours �� $8542 Foreman_ Pick-up ' Delivery 2 Hours @ $75.00 2 O�yo�� $22500 1S^N1anLi� ' Subcontract: Item Item Field Subtotal $1.437.28 $1,526.72 $150]0 $450l0 $0.00 $3,564.00 O @ 80l0 $0.00 Subcontract Subtotal Change Order Request Subtotal 3,564.00 0.00 | 0.00 �00% OI0 Safety0�OO96 [LUo Small Tools Overhead and Profit 15.00Y6 809.01 000Y� 0.00 B&OTax � UOO96 0.00 8ondP�m/um . Columbia Fire's Total Change Order Request Amount I 1 1 6,202.39 Equipment Co. BRANCH LOCATION SEATTLE 253-993-5091 AFTER HR#:(206) 379-1817 PLEASE REMIT TO: P.O. BOX 52581 PHOENIX, AZ 85072-2581 CUSTOMER # 151897 PHONE# 206-232-8569 COLUMBIA FIRE, INC. 111 S FINDLAY STREET SEATTLE, WA 98108 11111111 11111111111111 CONTRACT TYPE: QUOTE INVOICE # 17764797 PO # QUOTE JOB # TJC JOB NAME: TUKWILA JUSTICE CENT ORDERED BY: DEANaACAM8M0 DATE/TIME OUT: 2/03/20 8:00 AM DATE/TIME IN: 2/04/20 11111111111 111111111111111111 11111 CONTACT: TIM 425-999-6941 TERRITORY: 609 DRIVER LICENSE: LICENSE PLATE: JOB ADDRESS: 15045 TUKWILA INTERNATIONAL BL TUKWILA WA 98188 DEL. INSTRUCTIONS: PROCESSED BY: ZACA RETURN LOC: RENTAL RATES ARE FOR EACH ITEM AND DO NOT INCLUDE FUEL OR DELIVERY PAGE: ITEM EQUIPMENT DESCRIPTION QTY EQUIP. # 1 SALES ITEMS: Qty Item number 1 ENV ENVIRONMENTAL CHARGE DELIVERY CHARGE DELIVERY BY: PICKUP CHARGE PICKUP BY: 4 DAY RATES WEEK 425,00 Unit ariCe \ EA -11.000 , 1 EXTENDED 4 WEEK PRICE 8 2.0-.s.ci 0 SUB TOTAL: This contract has custom rates applied. CUSTOMER PROTECTION PLAN: TAX: * GOOD FOR 30 DAYS * * ESTIMATE PURPOSES ONLY * TOTAL AMOUNT DUE: RENT CONTINUES UNTIL YOU CALL 253-993-5091 * * TO HAVE EQUIPMENT PICKED UP. 225.00 11 . 0 0 75.00 386.00 N/A ** 38.60 424.60 CUSTOMER SIGNATURE TERMS: NET 30 UPON ISSUANCE OF INVOICE (INVOICE DATE). SERVICE CHARGES AT THE LESSER RATE OF 1.5% PER MONTH OR THE MAXIMUM RATE . PERMITTED BY LAW ON PAST DUE ACCOUNTS. • CUSTOMER AGREES THAT THE CUSTOMER PROTECTION PLAN IS VOIDED IF EQUIPMENT IS NOT KEPT IN A LOCKED ENCLOSURE OR PROTECTED BY A SECURITY GUARD WHEN NOT IN USE. • A SERVICE/CLEANING CHARGE MAY RESULT DUE TO EQUIPMENT BEING RETURNED DAMAGED OR IN NEED OF EXCESSIVE CLEANING. - THE ENVIRONMENTAL FEE IS NOT REGULATED NOR COLLECTED BY OR FOR ANY GOVERNMENTAL AGENCY. • WARNING: UNLAWFUL FAILURE TO RETURN RENTED PROPERTY MAY BE A FELONY. FINES, CRIMINAL PROSECUTION, AND/OR IMPRISONMENT COULD RESULT. • BY SIGNING ABOVE I AGREE TO TERMS ON FRONT AND BACK OF THIS CONTRACT. I ALSO ACKNOWLEDGE RECEIVING INSTRUCTIONS AS TO THE SAFE AND PROPFR USF OF THF FOUIPMFNT. PRINT CUSTOMER'S FULL NAME DELIVERED BY REPRINT COPY DATE Revised 9/18 Project Name: Project No: Contractor:, Columbia Fire Inc. Trade & Sprinkler FitterSprinkler Fitter Position Foreman Foreman 2 Journeyman Rate Schedule Date* 01/01/20 01/01/20 01/01/20 Prevailing Wage (incl. Benefits) $ 86,39 $ 87.39 $ 82.39 1. Hourly Wage Rate 2. Hourly Benefits 3. Sick Leave Subtotal 2.50%i $ Rate 3. FUI % of 1 0.60% 4. FICA % of 1 6.20%' 5. MEDICARE % of 1 1.45% 6. SUI % of 1 (insert correct % to right) 1.09%, 7. L&I WC Premium (amount per hour) Total (incl. payroll taxes) cirfnal 1 *55 O eli Form Revised 12/12009 Rates Cale 2.50%, 57.71 $ 28.68 $ 1.44 $ 87.83c$ 58.71 . $ 53.71 28.68 ; $ 28.68 1.47 $ 1.34 88.86 $ 83.73 ? $ NOTES: * Rate schedule date is the date of the Dept. of Labor & Industries Prevailing Wage Rate used or the Union Agreement. Lines 1 & 2 are basic wages and benefits (see General Conditions 7.02 B.7.a(1)). The percentage does not vary by firm. Line 3 (FUI) is Federal Unemployment Tax Act (see general conditions 7.02 B.7.a(3)). The percentage does not vary by firm. Line 4 (FICA) is Federal Insurance Compensation Act/Social Security (see general conditions 7.02B.7(3)). The percentage does not vary by firm. Line 5 (Medicare) is FICA medical aid (see general conditions 7.02 B.7.a(3)). The percentage does not vary by firm. Line 6 (SUI) is State Unemployment Insurance (see general conditions 7.02 B.7.a(3)). The percentage rate varies by firm. The Contractor shall verify its rate and enter the appropriate percentage in the box provided. Line 7 (L&I) is the Workers' Compensation premium, which is based on risk classification for the trade and firm (see general conditions 7.02 B.7.a(2)). The Contractor shall verify its rate for each trade and enter the appropriate dollar amount in each column on Line 7. Printed 1/17/2020 2020 Updated Rate.xlsx GENERAL STOREFRONTS, INC. COP/CHANGE ORDER SUMMARY Project Name: Tukwila Justice Center Subcontractor: Description: Add , b g 15 clown from ' ' •••• • • • • : wPeks.. Lead time for g a the/1.0fiP116P06,.!?accepted : or:1 r B eeldoilvn form • C • Date COP# 1. MATERIAL COSTS $ 11;722.67 a. material costs 553.24 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 b. material costs 4. OVERHEAD & PROFIT a. NTE 15% portion of 1, 2, & 3 5,. SUB:-TIERCONTRACTORS.7SUPPLIERS a. b. c. d. 6. OVERHEAD & PROFIT ON SUB -TIER CONTRACTORS a. NTE 57. of Line 5 for each sub -tier 7. INSURANCE / TAXES a. volume driven liability insurance b. volume driven b&o taxes 8. Bond Bond $ •• 1,458.58 $ 1,838.65 43.00 2,342.55 $ 1.000 % of 1-3 & 5 $ 1.000 % of 1-3 & 5 $ 2.250 1. MATERIAL COSTS $ 12,275.81 2. EQUIPMENT COSTS $ 1,459 00 3. JOBSITE COSTS $ 1,882 00 SUBTOTAL 1 thru 15,617,00 1 4. OVERHEAD & PROFIT $ 2,343.00 5. SUB -TIER CONTRACTORS $ 6. OVERHEAD & PROFIT ON SUBCONTRACTORS $ 156.17 156.17 411.12 7.1NSURANCE $ 312.00 TOTAL COST TOTAL COST INCLUDING BOND 18,683.12 I GSI-006 East Lobby Revision Page of Issued 1/28/2020 GENERAL STOREFRONTS, INC. COST BREAKDOWN Project Name Ii401105:44"(4rgij:fiilgg,?!;:,,N70,1;:il',..RiAgii:90):E',:qig/i.'i'IAVilgig.0: Project No.19021 GSI CO No, COPICCD / PR / RFI No. Date: Description Quantity Unit Labor Material Equipment Total Cost Type Unit $ Cost Unit $ Cost Unit $ Cost Labor Apprentice 2 hrs $80.43 $ 160.85 Joumeyman 9 hrs $84.94 764.45 Foreman 9 hrs $86.12 775.09 Driver 2 hrs $69.13 $ 138.26 Project Manager hrs $77.37 - Project Adminstrat hrs 546.28 $ - Administrative hrs $40.20 - Safety Costs 1' Is $6.00 6.00 Document Reproduction 1 Is $15.00 15.00 Small Tools 1 Is $22.00 $ 22.00 Jobsite Subtotal $ 1,838.65 43.00 1,881.65 Materials Aluminum 1 Is - $2,365.72 $ 2,365.72 Glass 1 Is - $4,758.81 4,758.81 Panels 1 Is $ - $3,540.25 $ 3,540.25 Jbar 1 Is - $0.00 - Sealant 1 Is $ - $171.36 $ 171.36 Automatics 1 Is - $0.00 $ _ Misc Material, screws, tape 1 Is $ - $234.43 234.43 Paint 1 Is $ - $0.00 $ - Travel/Parking 1 Is $0.00 $ .. Flashing 1 Is - $0.00 $ - Hardware 1 Is - $0.00 - Skylights/Canopies 1 Is $0.00 $ Shop Drawings 1 Is $ - $652.00 652.00 $ Materials Subtotal $ - $ 11,722.57 11,722.57 Equipment Rental 1 Is 5 - $1,458.58 $ 1,458.58 $ Equipment Subtotal $ 1,458.58 1,458.58 - _ Total Cost ofWork . 1,838.65 11,765.57 $ 1,458.58 15,062.80 GSI-006 East Lobby Revision Page of , . • issued 1/28/202D PACIFIC ARCEIPIIECTURAL PRODUCTS ADVANCED BUILDING ENVELOPES SINCE 1988 12391 SE Carpenter Drive • C.Lultamos, Oregon 97015 Tel: 503.239.8128 . Fax: 503.905.8684 www.p nelguyt.e am BILL TO: GENERAL STOREFRONTS - PAP 18931 59TH AVE. NE, SUITE 4 ARLINGTON WA 98223 PO: EXP DELV DATE: 0 /08/20 ACTIVATION DATE: 01/08/20 CLOSE DATE: 02/07/20 4 PC HER TYPE W SE QUOTED FOR:ROB QUOTED BY: JWirth P00490000 -------_ Account: GE634200 0001 branch: 40PAP Phone; (360)-474-8410 Fax: (360)-474-8421 SHIP TO: GENERAL STOREFRONTS 18931 59TH AVE NE, SUITE 4 ARLINGTON WA 98223 JOB: TU,KVVILAJ SHIP VIA: Truc PACIFIC ARCHITECTURAL PRODUCTS INVENTORY PRICING AND AV SUBJECT TO PRIOR SALE. LEAD TIME: 1 - 2 WEEKS Al- 1 ER PO# 4'X8' THERMOLITE (1'0A) DARK BRONZE ANODIZED 2SIDE *DIRECTIONAL FINISH. GRAIN MUST FACE SAME DIRECTION WHEN I ENSURE UNIFORM COLOR. FAbE/BACK SMObTHIX 0M-IN1O STABIL..yEAS -A%-.1/6" HIGH DENSITY POLYPROPYLENE (CORRUGATED CORE 11/16" EXPANDED POLYSTYRENE (EPS) FOAM SUBTOTAL Packaging Customer Charge Freight Customer Charge PAYMENT TERMS: 1% 10 days ADI - Net 30 days PRINTED: 01/08/20 09:24:36 9 ICE !LABILITY STALLED TO PLASTIC) Total Page 1 of 1 3,265.25 3,265.25 50.00 225.0D $ 3,640.25 Hartung — Tukwila 17830 West Valley Hwy Tukwila, WA 98188 (425)656-2626 FAX: (425)656-2601 **SALES QUO T E** Acct #:1632 Bill To: GENERAL STOREFRONTS 18931 59TH AVE NE STE 4 ARLINGTON, WA, 98223 (360)474-8410 Fax: (360)474-8421 WED,FRI-NW; TUE--FN QUOTE #: QUOTE DATE: Reference# : Entered by: REPS SHIP VIA: Attn: Rob Ship To: GENERAL STOREFRONTS 18931 59TH AVE NE STE 4 ARLINGTON, WA, 98223 Job: TUKWILA JUSTICE CENTER 84769-00 01/17/20 TUK JUSTICE lbutler 16 Garth Tait FAR NORTH Line Qty Description 1 Units Price Amount 18 6mm Soiarban 70 Temp / 6mm Clear 44 X 78 Outboard 6mm (1/4) Solarbau 70 Low S Tempered (Surface:vl., Inboard: 6mm (1/4) Clear Tempered„ Overall: 1,Spacer: 35/64 T-Spacer Gray (.559), Sealant:. Dual Seal Silicone, Argon Gas Coat Surface: 2 Argon Gas Msg: ENERGY SURCHARGE INCLUDED Temp 23.83SQ 24SQ @ 264.37 0,00 0.00 4,758.81 **PLEASE REFERENCE THIS QUOTE ## ( 84769-0 ) AT TIME OF ORDER ** r3oxing not to taminimum i imim unlety ss Product se time o£ older. Delivery Any significant changes in sizes or quantitiesniffy require xe-quote,. Three eq£t minimum unless otherwise specified. included unless otherwise specified. Pricing good for 6 months and natsubject responsifile for the interpretation of :the specifications. and lead times are subject to production requirements. Hartung is Subject to energy surcharge in effect at time of. order. Bid in DS Funds. Please review carefully. p{artung - Tukwila bears no expense or liability for any consequential damages to anyone in excess of the purchase. price or the product not retained by the buyer. No goods accepted for return without our consent andsubject to handling charge. Parts ordered special are not returnable.. Job Name: TJC -East Lobby Job Number: 01731296Q-001 Date Sent: 1127/2020 Cust #:5386 GENERAL STORE FRONTS 3314 CEDAR ST. #A, NULL EVERETT, WA, 98201 aterial roposal Sales Rep: Nolan Ernotte Phone: 216-644-4442 E-mail: nolan@winclowtechinc.com Attention: Rob Cantrell Phone: 360.474.8410 Fax: 360.474.8421 Gust Email: robcantrellAgenstorefront.com This Material Proposal is based on: Customer entry via KawneerDirect selfservice utility - Price subject to change based on actual order details at time pf purchase . This Material Proposal includes; QUOTE SPECIFIES Item Description 1. I 451SSG004-29-289 SSG/WSEAL HORIZONTAL COVER Item 2. Description 451TSSG111-29-289 SSG HORIZONTAL Item I Description 3. 451VG104-29-289 IG GLASS STOP Item Description 4. Item 5. 027074 FIXED / WEDGE GASKET Description - 451VG525 HORIZ SHEAR BLOCK PKG. Finish Code / Description 29 I 29 Black Finish Code / Description 29 I 29 Black Finish Code / Description 29 I 29 Black Finish Code / Description Quantity 5 Quantity 5 Quantity Item Net Sell $USD 432.35 Item Net Sell USD 1,013.05 Item Net Sell $USD 5 Quantity 305.60 Item Net Sell $USD Page 1 of 3 Do 00 Non -Finished Finish Code / Description 00 I 00 Non -Finished 1000 Quantity 209.83 Item Net Sell $USD 54.38 Job Name: TJC -East Lobby Job Number: 01731296Q-001 Item Description 7. 451SSG105 .SSG/WSEAL WATER DEF ECTOR •Item DsctiptIOfl 8 4 105 WATER DEFLECTOR Total Base Bid: Add for Freight: $325.00 Finish Code / Description 00 Non -Finished Finish Code / Description 00 00 Non -Finished Flnish Code / Description 00 00 Non -Finished Page 2 of 3 Quantity Quantity 14 Item Net Sell $USD 8.94 Item Net Sell $USD Item Net Sell $USD 2.87 $ USD 2,040.72 Job Name: TJC -East Lobby Job Number: 01731296Q-001 TERMS, CONDITIONS, & QUALIFICATIONS Note, the prices contained In this estimate are valid for 30 days, and If accepted, are still subject to an inflation add if the materials are not shipped within 6 months from time of estimate. The products on thls Materiel Proposal are warranted for a period of 2 years Glass Sizes for Orderinga icable to web order Glass sizes shown In material proposal are approximations only and ARE NOT to be ordered from. Glass is only to be ordered from approved and confirmed Order Acknowledgement after order has been written. *Open frames for field glazing (If applicable to web order) This quotation Includes open frames and glazing beads for your infill.(Glazing instructions are available online at Kawneer.com) 'Corrosion Qualification (if applicable to web order) Corrosion of finished metal due to aggressive atmospheres including coastal environments is not covered by warranty. Please refer to Kawneer Company, Inc. finish warranty as applicable for this project. *Color anodize color variations (If applicable to web order) This quotation includes products with a color anodize finish, which will have light -to -dark color variations within industry standards. 'LEED Of applicable to web order) In recognition of the U.S. Green Building Council's (USGBC) LEED-NC (2009) Building Rating System, Kawneer Company, Inc. will provide high -recycled content extrusions. Upon request, supporting documentation will be available after shipment. Materials and Resources (Credit 4, Recycled Content) - High recycled content extrusions will be supplied wilh a minimum of 50% recycled content achieved through a combination of pre -consumer and post -consumer recycled content aluminum. Materials and Resources (Credit 5, Regional Materials) - The recycled content of these extrusions Is considered regionally recovered lithe billet supplier and point of manufacturing are both within 500 miles of the project site. Please note that design professionals should be cautioned to be consistent in application when specifying anodized finishes where high -recycled content is required. The chemistry of secondary billet causes the anodized finish of an extrusion to look different than a similar extrusion made from prime billet. This difference In appearance would typically relate to the gloss level of the finish and/or streaks or die lines. Kawneer Company, Inc. suggests that anodized aluminum made from secondary billet pot be used on or near anodized aluminum products made from primary billet due to these finish variations. This project will be produced using recycled (LEED) billet, however, specific recycled content will not be available until after the material is produced. At That time we will generate a report on the recycled content for you. *Canada - International Custom Duty and Taxation (if applicable to web order) Custom Duly & Taxation: We have made no allowances for import duties, dues or other taxes or levies on our subcontract works, (See separate add -on price)Rales are those that are in effect at this time. If Duty payments are added to the contract sum, these will be payable in full without hold back or retention. This offer is on the basis of a single source contract divided in two distinct and separate parts. NOT INCLUDED AAMA Labels, Accessories, Air and vapor barriers. Engineering review and comment of customer shop drawings, Extended Warranties. Fabrication and cutting to size of Stock Lengths, Fabrication prior to finishing, Freight (including export packagingcrating, duties, tariffs, etc), Glass and Glazing Labor, Mock Ups, NFRC Testing, Packing by Elevation, Sales Tax, Shop Drawings. Special or Field Testing, Special Packaging, Special Samples, Structural Calculations. Page 3 of 3 ocu ent 71 Architect's Supplemental Instructions T 17 PROJECT: (name and address) 73-17158-00 City of Tukwila Justice Center Tukwila, WA 98188 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: 026 Date: January 14, 2020 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 026 - Lobby Storefront Revision A9.3 — Door and Frame Elevations - Revised storefront to provide metal panel infill at revised upper storefront. Added horizontal mullion and panels. - Revised storefront to accommodate side wall sprinkler heads required by permit reviewer. Provide sprinklers for coverage of exterior canopy over lobby. DRAWING ATTACHMENTS: SHEET A9.3 — DOOR AND FRAME ELEVATIONS ISSUED BY THE ARCHITECT: DLR Group Inc. (a Washington Corporation) ARCHITECT (Firm n e) SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE January 14, 2020 DATE AIA Document G710T® — 2017. Copyright O 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIA® 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 16:56:40 ET on 01/14/2020 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale. User Notes: (3B9ADA3A) Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® Document, or any dnoaD 211a I g$mW , , 5 � 'tl 1 Aa, o gial WM °PO• OMB o 1 ® lien Pia 111111 ®D ST STOREFRONT 0 4® ST.STOREFRONT 0 oh 4D �W • vnnani do uio r131N3O 331.LSnf d1Inn)IfL BNBuilders February 24, 2020 SheIs Obletz Johnsen Attn: Ethan Bernau 101 Yesler VVay Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI-364 G40 vs G60 Dear Ethan, In accordance with RFI-364 dated 01/27/2020, BNBuilders hereby submits our proposal to provide a credit for the G40 stud framing. The total proposal of this subject work is a credit of Five Thousand Two Hundred Fifty dollars -$5,250.00. 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 5116 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim ( ustinek sosea..com Geri Urbas ( eri.urbas bnbuilders.com Steve Schmitz (sschmitz dlr ou .com StilBuild6 rs 2601 A:venue., Suite 350 S'(:atile, WA 98.121 2066)82,11-43 206:332,34610 RNBuilders PROJECT NAME: Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY Tukwila Justice Center CCD/ASI #: RFI 364 5116 GENERAL CONTRACTOR BNBuilders, Inc. DESCRIPTION OF CHANGE: Credit to go from 060 to 040 DATE: 212412020 P 09.20 Northwest Partitions lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment 45,000,001 I -$5,000.001 1 -$250.001 5% 'Total Change Request -$5,250.001 To the best of my knowledge and belief, I certify that all costs listed above are correct. Date Contractor Signature NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #364 - G40 allowed in lieu of G60 - credit Project: Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0023 External/RCO# GC Ref# Date Feb 07, 2020 Job # 2066 Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Material MATERIAL COST credit from G60 to G40 on interior steel Size EACH Quantity UOM 100 EA Unit Price -5,000.00 EA Total -$5,000.00 Total Material -$5,000.00 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Run on: 20006 - 144th Avenue NE, Woodinville, WA 98072 February 7, 2020 6:37 AM T 425-375-2500 Labor Total: Material Total: Misc. Total: Sub Total: Overhead 15%: $0.00 -$5,000.00 $0.00 -$5,000.00 $0.00 .00% Total: -$5,000.00 F 425-375-2540 http://www.nwpart.com Request for Information RFI No: 364 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: January 22, 2020 Submitted To: Steve Schmitz Submitted Sy 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: G40 vs G60 Discipline: Architectural Subcontractor Northwest Partitions Subcontractor RFI Na Date Required: 1/ 29/2020 Question A majority of the priority walls and Area A walls were installed as G40 instead of G60. A credit to the Owner will be provided Please confirm if acceptable. Answer A credit is acceptable. Answered by: Steve Schmitz - DLR Group Date Answered: 01/27/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 BNBuilders May 19, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 362 — Required Condensate Piping Dear Ethan, In accordance with RFI 362 response dated 1/27/20, BNBuilders hereby submits our proposal (REV 1) for adding condensate piping for the BC and sub BC units. The total proposal of this subject work is Nine Thousand Nine Hundred Eighty -One dollars $8,495.00. 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 5118 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (Iustinek@soseaj.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) GI\113tiridep; 3312, 206.3823443 IT. 206.3823440 BNBuilders PROJECT NAME: Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY Tukwila Justice Center CCD/ASI #: RFI 362 COP #: 5118 DATE: 511912020 GENERAL CONTRACTOR: BNBuilders, DESCRIPTION OF CHANGE: RFI 362 - Required Condensate Piping for BC and Sub BC units lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Labor GC/CM Mark-up on MACC Costs Rounding Adjustment To the best of my knowledge and belief, I certify that all costs listed above are correct. Date Contractor Si nature $7,940.60 $149.66 $404.51 $0.23 COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: Description BIM Coordination Total Cost of Work Quantity Unit Prod. Hours 2 A.1. Labor $/hour Cost 74.83 $ 149.66 $ $ A.1. Labor Premium $/hour Cost A. $ 149.66 $ B. Material $/Unit Costs $ $ B. $ - CCD/RFI: RFI 362 CP #: 5118 Date: 5/19/20 C. Equipment $/Unit Costs $ C. $ - Johansen Mechanical, Inc. PHONE 4us4o1-2uoaFAX 4un-4no-6oxu CHANGE ORDER DETAIL DATE' JOBNAME Tukwila Justice Center J�!�OG#`. BILLING CONTRACTOR BNBui|dern.|no. JOHAN8ENJOB # P11980 DESCRIPTION: EXCLUSIONS: REFERENCE- SCHEDULE|K8PACT: L LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRNYKAAN) C. LABOR (SHOP JRNYMAN) D. LABOR (DELIVERY) E. LABOR (SERVICE) F. DETAILING 8.SHOP FOREK8&N/C0ORD HPROJECT STAFF U.MATERIAL AND EQUIPMENT A. MATERIALS B. EQUIPMENT C.FRE|GHT Q. RENTALS E. VEHICLES (1omvvLABOR 'vv) U|.SUBCONTRACTQRS A. ALL SUBS $fU1A8 = $ $ 95.06 = $ $ 95J06 = $ * 79]60 = $ $ 104.92 = * * 8778 =$ $ 101/0 = $ $1O3J3 =$ r 202.92 MATERIAL EQUIPMENT TOTAL Redline & Maple Valley Energy;7,069.00 SUB SUBTOTAL IV. OTHER DIRECT COSTS O% A. SAFETY @ B,SMALL TOOLS AND CONSUMABLES@ 0% c e pEnxx/T ~'--' - OTHER DIRECT COSTS TOTAL V. TOTAL ITEMS 1, 11, 111, AND IV OF LABOR OF LABOR VI. OVERHEAD &FEES A. OVERHEAD B. PROFIT C. SUBCONTRACTOR MARKUP D. B&OTAX@ TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL � 7,069.00 � $ 7,271.92 $ 30.44 8 $ 505.52 $ 72.72 1 VALID FOR 3ODAYS A n includes oon�that can bo�on�f�dst��tkne Th�change pmpooa does not �dudaany Th�ohangopmpoasVo»� |u `` amount —for changes inthe sequence ofwork, delays, disrup*mn*, rescheduling, extended overheod. acceleration or « impact costs. Johansen Mechanical expressly reserves the right hoaddress any and allnfthese and related items Change Order Proposal 005 Rev-1a January 30'2OZ0 Attn: Cory Slack Johansen Mechanical Project Tukwila Justice Center R[: Costs Associated with RF|3G2—Added Condensate Drains for Branch Circuit Controllers Redline Mechanical will incur additional costs in labor and material per the response included in COP 005 Cost: $5,074 BID RECAP SHEET MECHANICAL JobName: CAUsers\JBenedict\SyncedFolder\Admin\Redline Employee\Jon BenedictWastEST-Local.site\Jobs1Jon\TJC COP.jot Company: Redline Mechanical Bid Date January 30, 2020 Bid:IRFI 362 PLUMBING/PIPING SUMMARY FASTPIPEummary 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 Sub Total Plbg/Piping Labor Materials Hours Rate $670 MATERIALS SUMMARY Plumbing/Piping Materials/Equipment Rental Equipment Warranty Material Escalation Freight Sub Total Sales Tax MATERIALS TOTAL LABOR SUMMARY Plumbing/Piping Labor Sub Total Sales Tax LABOR TOTAL $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $670 41.81 $89.50 w/Summary w/Summary w/Summary w/Summary 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 41.8 0.0 Hours Rate 41.81 $89.50 SUBCONTRACTS SUMMARY Insulation Sales Tax SUBCONTRACTS TOTAL SUB TOTAL less Sales Tax Warranty o 0.0 I % $89.50 $89.50 $89.50 $89.50 $89.50 $89.50 #DIN.110! $0.00 Cost $670 $0 $0 $0 $0 $670 $0 $670 1/30/2020 Labor $ Total $3,742 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $3,742 $4,412 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $4,412 OH&P $ $101 $0 $0 $0 $0 $101 $0 $101 Cost OH&P $ $3,742 $561 $3,742 $561 $0 $0 $3,742 $561 Cost OH&P $ $0 $0 0.0 $0 $0 1 $0 $0 Cost OH&P $ $4,412 1 $662 QUOTED PRICE Total $771 $0 $0 $0 $0 $771 $0 $771 Total $4,303 $4,303 $0 $4,303 Total Total $5,074 $0.00 $5,074 OH&P % 15.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 OH&P % 15.01 0.0 I 15.0 % % 10.0 % 0.0 10.0 % PipeDetail Company: Redline Mechanical JobName: C \Users\JBenedict\SyncedFolder\Admin\Redline Employee\Jon Benedict\FastEST-Local.site Material Set: Factor 1 Labor Set: 1 Run Date: 1/30/2020 15:10 Sort Key: By Matl Group Unit Matl Net Net Unit Job GrouMatl n Wt Price Disc Price Total Hours Total bp Qt Size PescThrri ea 3 Plain Threaded Rod 0:0 $ 1.15 0.44 $ 0.50 $ 20.19 0.00 0.0 copfit 40 /a 4.7 $19.68 0.30 $ 5.90 $ 153.50 0.63 16.4 copfit 1261 1 Wrot Copper 90 Ell Wrot Copper 3.2 $45.13 0.30 $13.54'$ 148.93 0.92 10.1 copfit 11 1 copfit 6 1 Wrot Copper Male Adapter 1.2 $32.09 0.30 $ 9.63 $ 57.76 0.34 2.0 coptub 1 Type L Hard Copper Tube 43.6 $ 6.29 0.45 $ 2.83 $ 188.59 0.07 4.7 67 Copper Ad' Swivel Ring Hanger 1.0 $ 2.68 0.39 $ 1.05 $ 10.45 0.86 8.6 hanger 10 1 0.8 $ 0.72 1.00 $ 0.72 $ 65.52 0.00 0.0 misc 91 1 95/5 I Solder Joints 0 0 $ - 1.00 $ - $ - 0.00 0.0 mist 6 1 Male Iron Pipe Thread Joints uppera 10 '/a Plain Wide Jaw Top C Clamp 5.4 $ 7.24 0.35 $ 2.53 $ 25.34 0.00 0.0 $ 670.29 41.8 59.9 FAsTPIPE LABOR RATES Company: Redline Mechanical JobName: C:1Usens1JBenedict\SyncedFolderMAdmin1Redl ne Employee\Jon BenedlctlFastEST-LOcal.sitelJobs\JonITJC COP.Job Sheet Metal Shop General Foreman Foreman Journeyman 5th Year Apprentice 4th Year Apprentice 3rd Year Apprentice 2nd Year Apprentice 1st Year Apprentice Laborer Crew Rate 0 $42.56 0 $39.67 1 $36.78 0 $32.46 0 $29.57 0 $26.68 0 $25.23 0 $23.79 0 1 $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 1st Year Apprentice Laborer Crew Rate 0 $105.00 $102.09 1 0 1 0 0 0 0 3 $93.32 $83.44 $73.10 $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 Laborer Crew Rate 0 $42.56 0 1 $39.67 $36.78 0 $32.46 0 $29.57 0 $26.68 0 $25.23 0 $23.79 0 1 $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 50% AP Time & One Half Double Time 55% AP Time & One Half Double Time 62.51 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 55.50 $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 $1.30 $1.30 $1.30 $1.30 $130 $1.30 $1.30 - $1.30 $1.30 $1.30 HOURLY WAGE Taxibte Income $34.26 $S0.74 $64.47 $37.00 $54.85 $69.95 $41.12 $6103 $78.19 : $45.24 $67,21 I$86.43 -$53.47 $79.56 $102,8 Health Trust $9.01 $13.52 $13.52 -$901 $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 -;$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 7$0.50 $0.50 $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 $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 $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 ':$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 $11.94 $16.45 $16.45 - $22.05 $26.56 $26.56 $22.75 $27.26 $27.26 $23.45 $27.96 $27.96 -.. ::$24.84 $29.35 $29.35 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 $78.31 $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 Hourip Benefits $12.56 $17.36 $17 54 $22.85 527.66 : $27.86 $23.61 528 45 $28.68 $24.38 .. $29.24 , $29.50 $25.90 $30.82 $31.14 TOTAL HOURLY RATE ;: $46.82 $68.10 $82 01 $59.85 $82.51 ; $97.81 $64.73 $89.48 $106.87 569.62 $96.45 $115.93 $79.37 $110.38 $134.03 Labor Burden $0.05 $0.05 $0.05 $0.05 $0.05 $0.05 50.05 $0.05 $0.05 $0.05 $0.05 $0.05 - $0.05 $0.05 $0.05 $2.34 $3.40 $4.10 ;.$2.99 $4.13 $4.89 $3.24 $4.47 $5.34 $3.48 $4.82 $5.80 - - $3i97 $5.52 $6.70 Total $49.16 $71.50 $86.11 562.84 $86.63 $102.70 $67.97 $93.96 $112.22 $73.10 $101.28 $121.73 ,_,583.34 $115.89 $140.73 Time R. Double Tme& Double Time& uouoie .leeks ,...,...,<_ Jouneyman One Half Time 10% Foreman One Half Time Lead Foreman One Half Time General Foreman One Half Time Basic Wage $54.91 $82.37 $109.82 $60.40 $90.60 $120.80 $63.15 $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 $1.30 $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 $91.92 $119.37 $67.20 100.15 $130.35 $69.95 $104.28 $1 5.85 $72e69 $108.39 $141.33 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 $606 $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 $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 $198 $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 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 per Total Hourly Benefits $27.16 $32.14 $32.51 $27,24 $32.25 532.66 $27.28 $32.31 $32.74 $27.31 $32.36 $32.81 TOTAL HOURLY RATE 588,87 $124.06 $151.88 594.44 132.40 5163.01 $97.23 5136.58 5168.59 5100.00 $140.75 $174.14 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 $4.86 $6.83 $8.43 $5.00 $7.04 $8.71 Total $93.32 $130,26 $159.48 $99.16 $139.02 $171.16 $102.09 $143.41 $177.01 $105.00 5147.79 $182.85 MAPLE VALLEY SOLUTIONS Professional Insulation and Firestopping Date: 2/4/20 Project: Tukwila Justice Center Scope: Mechanical Insulation RFI #362 Johansen Mechanical Woodinville, WA Items Included: - AddCondensate Drain Insulation o (6 ea) Units @ —35 if per unit (210 if @ $2.95 per If= $620) o 1" ASJ-faced fiberglass insulation Labor (12 hours): $1,282. • Labor Rate: $106.88 Materials: $713. (Includes 15% mark-up) Total Additional Costs: $1,995. Unless otherwise noted all other work is assumed to be completed during normal working hours (6/1 6am-4pm, M-F) Price excludes all other allowances and bonds, sales tax, shop drawings, commissioning, all demo and abatement, all painting, pre -insulated pipe hangers and inserts, refrigeration piping, all duct and sound liner, All exhaust duct, all firestopping, all sound caulking, all heat tracing, pipe identification, lifts and scaffolding. Pricing is goodfor 30 days If you have any questions, please do not hesitate to call me directly at 425-503-3143. Sincerely, Tyler Markegard Maple Valley Energy Solutions 28717 SE 262nd St Ravensdale, WA 98051 Ph 425-413-0909 Fax 425-413-0935 WA Reg # MAPLEVE875N9 ENERGY SOLUTIONS Professional Insulation and Firesiopo Time and Materials Rate Sheet Effective July 1, 2019 through June 30, 2020 Basic Rate: Vac/PTO Health & Welfare Pension Ind Acct Pension Apprenticeship Fund Industry/LMCT Fund Worker's Comp Unemployment 6.45% FICA 7.65% General Liability 11.00% Overtime Efficiency Loss** 0% Subtotal Small Tools/Safety 0% Overhead 15% Profit 0% Total Charges Per Hour Base Rate $56.62 $1.87 $9.24 $5.55 $2.00 $0.50 $0.15 $2.80 $3.65 $4.33 $6.23 $0.00 $92.94 $0.00 $13.94 $0.00 $106.88 Premium Portion* 1-1/2 Time $28.31 Double Time $56.62 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.83 $3.65 $2.17 $4.33 $3.11 $6.23 15% $4.36 25% $14.13 $39.78 $84.96 3% $1.24 5% $4.25 15% $5.97 15% $12.74 5% $1.99 5% $4.25 $48.98 $106.20 Above total labor rates shall be used to compute cost on extra work * Premium portion costs are in addition to base wage rates **Additional charges on premium time may be required, pending lost production due to acceleration of contract work pm�sc�� oussnom� su�sssTioiT xwswsn� pnom _ mmne _- Sabrina Ames m City ofTukwila Justice Center 73-17158-00 TIC RFl#362_Required Condensate Piping RFI Answered 1/28/2020 362 01883 Info Exchange Please reference the HVAC Piping Plans. The documents do not indicate any condensate np\pingtotheBCunitsandSubBCundsVntheVRF " -- Branchsch�du|eon system, ' ranc '""-M6.1. ` nor Per the manufacturer, these units do condensate and require condensate pumps piping tonssodatad drain. �v " routing with consideration P|eaee provideacceptabler u ' to current capacity of existing condensate drain lines. Response (Ans-p,eu)from: Samuel raufmn(ommGroup) Remarks: See routing comments onattached drawings provided inthis RFI. See updated piping drawings attached for updated condensate routing. | [Owpxmv r-- DLR Group - cDmpxmY Bill Brown ,BNBu|ders Pt ONE . bill. brown 206_382-3443 | nnn �r o�Tso nT/s TIC RFI#362_Required 1 � 1/�1/ZVZU | CnndenSateP\ping"pdf s'� PaQe 1 of2 Ethan Barnau (5hiebDb|etzJohnsen) BuUde�� Bill Brown `~'' Geri Urbas (BNBui|der� Jeff Clark �(BNBui\de) Steven Schmitz (D0Group) Sabrina Ames `~_- Group) . Dillon Webster ("L`~._, BrenpaChhstensen ,'.`~....—, Request for Information RFI No: 362 B0BoUdero Tukwila Justice CtrConstruct. zsm5Tukwila Inter. Blvd. Tukwila, WA 98188 Date: JanuaryZ1, 2020 Submitted TxSteve Schmitz DLRGroup, Inc. 51 University Street Suite60O Seattle, WA 98101 Tel: 206`461.6000 Fax:2Oh.461.0019 Subject., Required Condensate Piping BNB Project#110021-100 5u6mdtedB,r Bill Brown BN Builders, Inc. 26014th Avenue, Suite ]5O Seattle, WA 98121 Tel: (206)382-3443 Mechanical Subcontractor RFINbhh Subcontractor Johansen Construction Co.'Inc Date Required: 1/28/2020 Question �.~tu dn=/" moixo huthe GCunits and Sub DC . Mease��»a»oethe MyACR i gp�nyThedncume�sdonntind.�a^-a—yco-d units onthe VRFsystem, nor /sanything shown onthe Branch CunUnUe,schedule onh.1.Per the man�acture�these umrzdv condensate and require condensate pumps and piping toassociated drain Please provide acceptable routing to associated clrain� with consideration to current capacity of existing condensate drain lines Answer —DLR Response: provided ����i��L��° See comments, _- attached�|W �^ updated n������� ���������� .~. ��"__.'—_-- - _ Answered by: ��Sam|aW.~�n _. Copies nr[onpany& Contact Date Answered: O 1/27/2020 Fax Notes Page 1of1 a se ecsa ical inc. 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 #: 066 DATE: 1 /1 7/20 TO: BN Builders, Inc. 2601 4th Ave, Suite 350 Seattle, WA 98121 PROJECT: Tukwila Justice Center ITEM : Required condensate piping missing f om contract drawings REF. M2.1A-M2.1C, M2.2A PHONE NUMBER: 206-492-0363 FAX NUMBER: 206-382-3440 ATTENTION: Jeff Clark FROM: Cory Slack DESCRIPTION: The contract documents do not reflect condensate drain piping to the BC units and Sub BC units on the VRF system and the schedule for the BCs and Sub BCs does not indicate that the require condensate or Condensate pumps. These units do condensate and, per the manufacturer, require condensate purnps and piping to associated drain. Please provide acceptable routing to associated drains, with consideration o current capacity of existing condensate drain lines. COST IMPACT: Yes SCHEDULE IMPACT: Yes REPLY REQUIRED BY: 01/24120 DATE: SIGNED BY:Cory Slack CLARIFICATION: APPROVED VARIATION REMARKS: RECEIVED BY: APPROVAL: DATE: DATE: DISAPPROVED: PP1WW NNNN48 D.R.; rain by grau'. ca sinkDIn adjacent evidence lockers. HVAC PIPING PLAN, FIRST LEVEL - AREA A PLAN NONNI LEGEND NOTES HVAC PIPING GENERAL NOTES noon,. IT Ans. warAciARERIPAAAMAAD KEYNOTES -MIIA WAR AO LETAA.113,1 CD tine rrido+`� P howlC-Ai being' installed .with enough height to be drained by gravity, KEY PLAN TUKWILA JUSTICE CENTER CONFORMED SET Ks. natn.e510 711715,00 HVAC PIPING PLAN. FIRST LEVEL-AREAA M2.1A DLR: SC-13 to be drained by gravity to sink, Typical other CD's in area. 0 131 HVAC PIPING PLAN, FIRST LEVEL - AREA B r�. \W 11 LEGEND NOTES HVAC PIPING GENERAL NOTES ➢3 SMO 000.: v KEYNOTES -M2.113 KEY PLAN CONFORMED SET HVAC PIPING PLAN, FIRST LEVEL - AREA S M2.1B NNN TTT(.. n . . [3LFt. 8C-C1 to be drained from gravi to sink in a ijaCent Jury WC, HVAC PIPING PLAN. FIRST LEVEL - AREA C LEGEND NOTES HVAC PIPING GENERAL. NOTES KEYNOTES-MZ1C SEE 43331,0[1111E31.00131...1.330131.11.9534 KEY PLAN TUKWILA JUSTICE CENTER g V AM1 CONFORMED SET 711735.33 HVAC PIPING PLAN. FIRST LEVEL - AREA C M2.1C 5 DLR: BC-A2 to be I drained by gravity to same CD dro(i location 1 frorn AC-A225, 0,4 - HVAC PIPING PLAN, SECOND LEVEL - AREA A Da I.C1t. A. A DLR: SBC-A2„ 'to be drWned by gravity to ome dmp location (keyed riote 6) as 5 LEGEND NOTES HVAC PIP IN G GENERAL NOTES ar7r6V""L=TITZ"Tr"" C 'ATOM= CTIL.C.3E07'"' .1,411.1.10.41.A. KEYNOTES • 1,112A. 1 1.1, LP SSE 21t11 4 11.1304.1.C1-10.4112.111....111. F3.101.0.1. I 1 ..1,11,1.0.10.1.11 14.0014 • KEY PLAN cc 111 R 5 pi CONFORMED SET 1..1.-051.019 TSI715800 HVAC PIPING PLAN. SECOND LEVEL - AREA A M2.2A WOOF K. A NVAC PIPING PLAN, SECOND LEVEL - AREA B PLAN NORTH LEGEND NOTES HVAC PIPING GENERAL NOTES NEYNOIES •M228 KEY PLAN CONFORMED SET 711,5.00 HVAC PIPING PLAN. SECOND LEVEL- AREA e M2.2B PUra n 1u .1111111 I I I HVAC PIPING PLAN, FIRST LEVEL - AREA A arfaVI 1.2.116 LEGEND NOTES HVAC PIPING GENERAL NOTES „ TM ao Pao `V` ua olatankKagf HI COOplanalEa NEYNO1ES-M21R KEY PLAN TUKWILA JUSTICE CENTER CONFORMED SET lievaaaa 7,1715.00 HVAC PIPING PLAN, FIRST LEVEL - AREA A M2.1A I j I EN HVAC PIPING PLAN, FIRST LEVEL -AREA B LEGEND NOTES HVAC PIPING GENERAL NOTES KEYNOTES.M218 id011OVETOMTVIIITIPOICOPFITITIO TSUI KEY PLAN TUKWILA JUSTICE CENTER CONFORMED SET 711715600 HVAC PIPING PLAN, FIRST LEVEL. -AREAS M2.1B LEGEND NOTES HVAC PIPING GENERAL NOTES KEYNOTES-MLIC RFC 11.6 Fai UPC WINE KEY PLAN HVAC PIPING PLAN, FIRST LEVEL - AREA C CONFORMED SET Mlle Pale.PS 10 PIP rmn 731115600 HVAC APING PLAN, FIRST LEVEL - AREA C M2.1C WISHINE HVAC PIPING PLAN SECOND LEVEL - AREA A LEGEND NOTES HVAC PIPING GENERAL NOTES KEYNOTES-M22A 1:10PROA. BOMBS. AMC MAE.. CL KEY PLAN D: W CONFORMED SET icron HVAC PIPING PLAN, SECOND LEVEL - AREA A M2.2A BNBuilders May 21, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 373, 374 & 391 Dear Ethan, BNBuilders hereby submits our proposal for RFI 373, 374 & 391 — Frarning/Dryvvall Revisions. The total proposal of this subject work is two thousand seven hundred and thirty-three dollars $2,733.00. 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 5119 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustinek(&,soseai,com) Geri Urbas (qeri.urbas(bnbuilders.com) Steve Schmitz (sschmitzPdIrgroup.com) 26() 206 206 :1146 BNBuilders Tukwila Justice Center GCICM CHANGE ORDER REQUEST SUMMARY PROJECT NAME: Tukwila Justice Center CCDIASI #: RFI 374, RFI 373, RFI 391 COP#:5119 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 512112020 DESCRIPTION OF CHANGE: RFI 374 - frame and install a stud chase wall to conceal exposed refrigerant lines. RFI 373 - added framing at storefront interface RFI 391 - fur out wall due to exposed piping in 8109 BP 09.20 Northwest Partition lst-tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment 1 $2,603,001 1 $2,603.001 so ool $130.151 -$0.151 !Total Change Request $2,733.001 To the best ofmy knowledge and belief, I certify that all costs listed above are correct. Date Contractor Signature 5% NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0027 External/RCO# GC Ref# Date Feb 11, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Description: RFI #373 - added framing per RFI at storefront interface Labor Layout Frame Exterior Stock DM/ - Onsite Olean -Up DAN Quantity UOM Unit Total Rate Total 1.00 Hrs 1.00 77.57 $77.57 7.00 Hrs 7.00 72.31 $506.17 2.00 Hrs 2.00 72.31 $144.62 2.00 Hrs 2.00 72.31 $144.62 Total Labor $872.98 Material Size Quantity UOM Unit Price Total 8" STUD 1 1/4" FLANGE (54MILS) 16GA 12' 2.00 PCS 1 732 LF $41 57 8" TRACK 1 1/4" LEG (54MILS) 16GA 12' 2 00 PCS 1 72 LF $41 28 Total Material $82.85 Equipment 19' SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges 138.0 Tax .48% GL Insurance 1% Quantity UOM Unit Price Total 7.00 EA 3 41 EA $23.87 Total Equipment $23.87 Total $4.70 $9.84 Total Miscellaneous Charges $14.54 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers 20006 - 144th Avenue NE, Woodinville, WA 98072 Run on: February 11, 2020 7:02 AM Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: $872.98 $82.85 $0.00 $23.87 $14.54 Sub Total: Overhead 15%: Sub Overhead: $994.04 $146.96 15.00% $0.00 8 00% Total: $1,141.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com Chris Ayers From: Sent: To: Subject: Chris- Here you go Reveca Franco <FrancoR@steeler.com> Tuesday, February 11, 2020 6:59 AM Chris Ayers; Terry Henry RE: Tukwila Justice Center - steel pricing request ASAP 1. 8005125-54 12° 2 pieces= 1732 mft 2. 800T125-54 12' 2 pieces= 1720 mft From: Chris Ayers [mailto:ChrisA@nwpart.corn] Sent: Tuesday, February 11, 2020 6:37 AM To: Terry Henry <HenryT@steeler.com> Cc: Reveca Franco <FrancoR@steeler.com> Subject: Tukwila Justice Center - steel pricing request ASAP Importance: High Morning Terry and Reveca, Can I get quick pricing please for 2 items. 1. 800S125-54 12' 2 pieces 2. 800T125-54 12' 2 pieces Thank you, RTH EST PARTMO S www.nwpart. com CHRIS AYERS SENIOR PM/ESTIMATOR P: 425.375.2500 D. 425.375.2519 20006 144th Ave NE, Woodinville, WA 98072 ChrisAnwpart.com j Let's go GREEN, save the planet! (Please do not print eniail, unless you need it.) Click here to report this email as spam. _ . [his entail \\ us scwincLI by Bitdeicncicr 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 Account Pricing *All Pricing is confidential* NORTHWEST PARTITIONS Sales Rep: Connor Ball Account#265218 Contact #!: 425-241-8004 Effective Date: 9/1/18 Rates Expire: 6/30/19 Anern rtenrou Cat -Class Cat/Class Description Typical Make/Model Daily Weekly ElectrioScissorLlfts 4 Week 620-5745 SCISSORLIFT,19',32",ELECT Skyjack5JI113219 $ 115 $ 250 $ 345 620-5754 SCISSORLIFT,26',32",ELECT SkyjackSJlll3226 $ 165 $ 325 $ 575 620-5755 SCISSORLIFT,26',46",ELECT SkyjackS11114626 $ 165 $ 325 $ 575 620-5784 SCISSORLIFT,32',46-48",ELECT Skyjack SJII14632,JLG 3246ES $ 185 $ 475 $ 795 All Electric Scissor Lifts larger then 32' please call for quote Fuel Scisseri.ifts{4x4) 620-5759 SCISSORUFT,26',68",GAS,4X4 SkyjackSJ6826RT, GenieGS-2668RT $ 195 $ 450 $ 865 620-5786 SCISSORLIFT,32',68",GAS,4X4 SkyjackSJ6832RT, Genie GS-3268RT $ 215 $ 515 $ 990 620-5798 SCISSORLIFT,43',GA5,4X4 Skyjack S18243,Genie GS-4390RT $ 285 $ 720 $ 1,500 620-5799 SCISSORLIFT,53',GAS,4X4 GenieGS-5390RT $ 347 $ 941 $ 2,500 All scissor lifts larger then 53' please call for quote ::. YaCcl/ti+ arehouse Forklifts 605-5645 FORKLIFT,3600-5000L815'7",YARD I Hyster H50, Yale GP050 $ 140I $ 495 $ 885 Reach Fcrrkllits 605-5670 FORKLIFT,5900LB,19',TELESCOPING Xtreme5919 $ 195 $ 595 $ 1,595 605-5675 FORKLIFT,6000LB,36',TELESCOPING Skytrak6036 $ 340 $ 1,175 $ 1,925 605-5683 FORKLIFT,8000L8,42',TELESCOPING XtremeXR842,Skytrak8042 $ 365 $ 1,275 $ 2,350 605-5686 FORKLIFT,10000LB,54',TELESCOPING Skytrak 10054 $ 485 $ 1,575 $ 3,250 Personnel Lifts 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 Boom Lifts Eiectric 600-5799 BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB JLG E300AJ $ 200 $ 800 $ 1,475 600-5850 BOOM,ARTICULATED,40',ELECTRIC,NARROW JLG E400AN, GenieZ40/23N $ 325 $ 900 $ 1,575 600-5857 BOOM,ARTICULATED,45',ELECT JLG E450AI, GenieZ45/25J DC $ 325 $ 900 $ 1,575 Boom .iftsGas/ Iesel/Mane„ 600-5852 BOOM,TELESCOPING,40',DSL,4X4 JLG 4005, Genie 540 $ 350 $ 895 $ 1,625 600-5797 BOOM,TELESCOPING,45',DSL,W/J1B Snorkel T8471,Skyjack 5J45T $ 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/J1B,4X4 JLG 66051,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 inc ludeSalesTax 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 = $3.41 per hour = charge rate. Pagel of 1 Ahern Initials Customer Initials DUR, Group sUm�cz' punp(1)ss' Vussr'--)m: susGssTo�m� xmswsm` city of Tukwila Justice Center 73-17158-00 TIC RR#373 Ren|itaand Storefront Interface RFI Answered N,Vms Sabrina Ames rn w�m m::c /o� 2/4/202O 373 01912 Info Exchange the storefront Ren|�a Door ipte�aoevYeviU need somewhere Where e and Please see a�arhedproposed method toteFnninate�ach system a . and advise )facceptable. Response (Additional Information Needed) from: Steven Schmitz (oLmm,nup) Remarks: | is both front and back sealed as typical. Back Acceptab|e�systemsea seal is primary seal for envelope continuity. Response (Answered) from: Adam Neugebauer (JRS Engineering LLQ e p,(unswmreu)fnom'uuanmwe"geuauorpusenoin=eanmLLo} Remarks: ersta d there istn be ni bet�een this nne��| stud and the siU ]R5und understands "�"''` i the field ='^~^ ~ -�-- conversations n e ~'-~ -���thestorefn�ntopening Based conve / u. ..=." _^.. plate a~ ' that metal break shape General the Storefronts on � �/2O']RS understandsd and the o�v/ t -' between thesi\| plate and the stu an w\\| b� used to span he joint] metal back angle will be res\zeU to span the gap, thus a providing continuous solid substrate for the window flashing membranes. Further, IRS understands that the cavity between the stud and the edge b i||befilled with spray foam. IRS recommends installing " ofthec«� w backer rod and sealant joint ati ttheinter\nrnnd exterior edges ofthis cavity for air/weather sealing while also being able toacconnnnOdate more potential differential movement than spray foam. ��DmPxwv DLR Group ! sarnes@d|rgrnup.cnrn 'pHoNE � |206-461- � Pagelofl Ephram Harsh conp�m, 8NBuiWens ~~~ ^ oxTE� ro� 2/4/2020 01912 pmJwz � Emhrann,Harsh@bnbuUd \206_382-3443 | | erszom 'Trn� 030 ! — -Storefront Interface.pdf coms�� Bill Brown (BNBuUders) u\|de�1 BrennaChhstensen \pw" ' Dillon Webster (DLRGroup) NBuV|ders) Ephro��Hnrsh ` (8h�$DWetz]nh»yan) Ethnn�ernau �� Ger\Urbas (".,,,,,__ Jeff Clark ("..~...~- Sabrina Ames `DLRGroup) Steven Schmitz (DLKGrnup) ! euM�ae 1 BNBuilders Request for Information RFI No: 373 Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: January 24, 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: Renlita and Storefront Interface Discipline: Architectural Subcontractor Northwest Partitions Question Where the storefront and Renlita Door interface we will need somewhere to terminate each system and seal. Please see attached proposed method and advise if acceptable. Subcontractor RFI Na Answer Date Required: 1/31/2020 Acceptable if system seal is both ront and back sealed as typical. Back seal is pri ary seal for envelope continuity. JRS COMMENTS (AHN; 2/4/20): JRS understands there is to be a joint between this metal stud and the sill plate at the storefront opening. Based on conversations in the field with General Storefronts on 2/3/20, JRS understands that metal break shape will be used to span the joint between the sill plate and the stud and the metal back angle will be resized to span the gap, thus providing a continuous solid substrate for the window flashing membranes. Further, JRS understands that the cavity between the stud and the edge of the curb will be filled with spray foam. JRS recommends installing a backer rod and sealant joint at the interior and exterior edges of this cavity for air/weather sealing while also being able to accommodate more potential differential movement than spray foam. Answered by: Steve Schmitz - DLR Group Copies To: Company & Contact Date Answered: 01 /27/2020 Fax Notes Page 1 of 1 To: NORTHWEST PARTITIONS 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 Page 1 of 1 REQUEST FOR CHANGE ORDER 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/VV - 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 19SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges B&O Tax .48% GL Insurance 1% 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 77.57 72.31 72.31 Total $38 79 $433.86 $36.16 Total Labor $508.81 Unit Price 5328 LF 4788 LF 4368 LF Total $50.35 $9.58 $26.21 Total Material Unit Price 3 41 EA $86.14 Total $20.46 Total Equipment $20.46 Total Total Other Disposal Charges Rounding Total Miscellaneous Charges Total Other Disposal Charges AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold G Ayers ESTIMATOR: Harold C Ayers 20006 - 144th Avenue NE, Woodinville, WA 98072 Run on: February 10, 2020 2:10 PM Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $508.81 $2.95 $6.18 $9.28 Total sac° 50.00 $86.14 $0.00 $20.46 $9.28 $624.69 $92.31 $0.00 15.00% 8.00% Total: $717.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com 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 1.625125.30 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 1/2°" E31ack on 16 Gauge 1 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 Each 1000 IS 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 F Track 1000 LF 519.6 000 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 1000 LF 478.8 LF Track 1000 LF 950.4 LF Track 1000 LF 1226.4 LF LF Tr ck 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 3 5/8" 16 Gauge Track w/ 1-1/4" Leg LF Track 1000 LF 1044LF Track 1000 LF 1380 362T250-33 3-5/8" 20 Gauge Track w/ 2-1/2" Leg LF Track 1000 LF 1651.2 362T250-54 3-5/8" 16 Gauge Track w/ 2-1/2" Leg LF Track 1000 LF 2403.6 362T250-68 3-5/8" 14 Gauge Track w/ 2-1/2" Leg LF Studs 1000 LF 718.8 6005125-30 6" 20 Gauge Stud 6005125-33 6" 20 Gauge Stud LF Studs 1000 LF 1380 LF Studs 1000 LF 1183.2 6005162-33 6"20 Ga Stud w/ 1-5/8 Leg LF Track 1000 LF 661.2 600T125-30 6"20 Gauge Track w/ 1-1/4" Leg LF Track 1000 LF 903.6 600T125-33 6" 20 Gauge Track w/ 1-1/4" Leg 150A150-30 1-1/2" x 1-1/2" Framing Angle 20 Gauge LF Each 1000 LF 331.2 SECUR1.0-16 AMICO Security Mesh 1" x 16 Gauge SF Sheets piece 95.58 SECURACLP AMICO Secura Clip 300/CartonEA Boxes container. LF goxes. 1000 LF 364.0 B1XW B1XW - Corner Bead LF Boxes 1000 LF 364.0 B412NB B4 - 1/2" No Bead L Metal LF Boxes 1000 LF 364.0 CJGWB Control Joint for GWB #093 USG LWAP Lite Weight All Purpose Joint Compnd 3.5 gal EA Box container 11.82 LWTAPING Lite Weight Taping Joint Compnd 3.5 gal EA Box container 11.82 PTAPE 2-1/16" Paper Tape -,500'/RollEA Rolls container 4,8 SF Sheets 1000 SF 414 X58 5/8" Type X GWB X58H1 5/8" Type X High Impact GWB SF Sheets 1000 SF 1256.4 X58MMR 5/8" Type X Mold & Moisture Resistant GWB SF Sheets 1000 SF 594 X58DURO 5/8" Type X Cementitious Backer Bd SF Sheets 1000 SF 1098 LF Studs 1000 LF 1254 400CH-33 4"20 Gauge Shaftwall Stud LF Track 1000 LF 864 4001T-33 4" 20 Gauge J Track X1SWLGLAS 1" Fiberglass Shaftwall Liner Wallboard SF Sheets 1000 SF 1038 piece 769.524 Sheets BULLETS Ballistic/Bullet Panel - Level 3 SF0 Bullet Strips Level 3 strips LF Each piece 300A300-54 3" x 3" framing angle 16 GA LF Each 1000 LF 1170 NORTHWEST PARTITIONS Sales Rep: Connor Ball Ahern Rentals Cat -Class Cat/Class Description 620-5745 620-5754 620-5755 620-5784 620-5759 620-5786 620-5798 620-5799 SCISSORLIFT,19',32",ELECT SCISSORLIFT,26',32",ELECT SCISSORLIFT,26',46",ELECT SCISSORLIFT,32',46-48",ELECT Account Pricing *AII Pricing is confidential* Typical Make/Model Eh ric cissor Lifts. Skyjack S11113219 Skyjack SJII13226 Skyjack SJII14626 Skyjack 511114632, JLG 3246ES All Electric Scissor Lifts larger then 32' please call for quote Fuel scissor Lifts (4x4) SCISSORLIFT,26',68",GAS,4X4 Skyjack SJ6826RT, Genie GS-2668RT Skyjack SJ6832RT, Genie GS-3268RT SCISSORLIFT,32',68",GAS,4X4 Skyjack S.18243, Genie GS-439ORT SCISSORLIFT,43',GAS,4X4 SCISSORLIFT,53',GAS,4X4 Genie GS-5390RT All scissor lifts arger then 53' please call for quote Yard/Warenouse forklifts 605-5645 I FORKLIFT,3600-500016,157",YARD 605-5670 605-5675 605-5683 605-5686 615-5711 615-5721 600-5799 600-5850 600-5857 600-5852 600-5797 600-5866 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. 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. FORKLIFT,5900LB,19',TELESCOPING FORKLIFT,6000L13,36',TELESCOPING FORKLIFT,8000LB,42',TELESCOPING FORKLIFT,10000LB,54',TELESCOPING LIFT,PERSONNEL,12',ELECT,2 MAN LIFT,PERSONNEL,20',DRIVABLE,ELEC BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB BOOM,ARTICULATED,40',ELECTRIC,NARROW BOOM,ARTICULATED,45',ELECT BOOM,TELESCOPING,40',DSL,4X4 BOOM,TELESCOPING,45',DSL,W/JIB BOOM,TELESCOPING,60',DSL,4X4 Hyster H50, Vale GP050 Account #265218 Contact #: 425-241-8004 Effective Date:9/1/18 Rates Expire: 6/30/19 Daily Weekly 4 Week Is 115 165 165 250 $ 325 325 345 $ 575 575 185 $ 475 $ 795 195 215 285 $ 450 515 $ 720 $ 865 990 $ 1,500 347 $ 941 $ 2,500 140 I $ 495 I $ 885 Reach Forklifts Xtreme 5919 Skytrak 6036 Xtreme XR842, Skytrak 8042 Skytrak 10054 Personnel Lifts JLG 1230ES, Snorkel TM12 JLG 20MVL, Genie GR20 $ 340 1 $ 1,175 195 $ 595 365 $ 1,275 $ 1,595 $ 1,925 $ 2,350 485 $ 1,575 $ 3,250 I $ 105 1 $ 200 $ 125 $ 250 $ Doom Lifts Electric JIG E30041 $$$ JLG E400AN, Genie Z40/23N JLG E450A1, Genie Z45/25J DC 200 325 350 400 900 $ 1,575 1 800 $ 1,475 325 $ 900 $ 1,575 Boom LiftsGas/Diesel/Propane JIG 4005, Genie S40 Snorkel TB47J, Skyjack SJ45T JLG 6005, Genie 560, Snorkel TB60 JLG 66051, Snorkel TB66J BOOM,TELESCOPING,66',DSL,W/JI13,4X4 All reach boom lifts larger then 66' please call for quote. $ 350 $ 350 420 $ 895 895 $ 1,095 $ 1,625 $ 1,625 $ 1,995 420 $ 1,095 $ 1,995 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. Ahern Initials Customer Initials Page 1 of 1 Request for Information BNBui|ders Tukwila Justice CtrConstruct. zsmoTukwila Inter. Blvd. Tukwila, WA 98188 Date: January 24, 2020 submitted To: Steve Schmitz fuboxttedB)c Eph,amHa/yh ONOui|decs DLRGmuc,lnc Z601z�hAveSu��35O 51Un��i�St�et Seattle, WA 98121 Suite6OO Seattle, WA 98101 Tel: 206.461.6000 Fax:IUb/461.6049 Subject: T]CRFI #374 Exposed Refrigerant Lines Discipline- Architectural ��t�s�a�e��� po��������� Yes Sldnzonbrao1nr Northwest Partitions Subuontn»ctmrRF1 Nr Date Required: 1/31/2020 Questionnh LKth there are exposed per�e|dconveo�ti«»»»it D ' wall |d, uphotheNLTdeckp�aseadWoeifthi»isdesi�d conceal these will be to build aZ'1/2'' stud chase �a would run ' . Answer It is acceptable to build a concealing stud chase wall up to NLT deck as Answered by: Steve Schmitz 'OLRGroup Date Answered: [opuesnrcxmpamr&Contact Fax Notes Page 1of1 4 DLR Group: Build stud chase wall along this portion of wall. LOUN E <B116> kLEVAT014 ACHINE ROOM KB12'0> S6.2 S6.2 WELLNESS <B117> S6.2 4DA SHOWTO <B113> e Fp QUIET ROOM <B112> 15'-2" 6'-5'/2" . -1 ' 7'-2" S3 Y- 1'-p3/4 / I 10'-1" rS- ��S4.1 6' - 2' - /168 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #391 - added column furring to hide exposed pipe Labor Layout Frame Interior Hang Interior GWB Finish Tape Stock DNV - Onsite Clean -Up D/VV Material 3 5/8" STUD 1 1/4" FLANGE (19MILS) 20GA EQ 3 5/8" TRACK 1 1/4" LEG (19MILS) 20GA EQ 5/8" TYPE "X" DRYWALLI X58 90 DEG PAPER BEAD VVITH METAL EXTRA WIDE EVEN LEG LITE ALL PURPOSE COMPOUND Equipment 19' SCISSOR LIFT-2VVD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges B&0 Tax .48% GL Insurance 1°/0 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers 20006 - 144th Avenue NE, Woodinville, WA 98072 Run on: February 14, 2020 8:23 AM Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0031 ExternallRCO# GC Ref# Date Feb 14, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Size 136" 10' 4'X12' 10' BOX Quantity UOM Unit Total Rate 0.50 Hrs 0.50 77.57 3.00 Hrs 3.00 72.31 1.00 Hrs 1.00 73.76 2.00 Hrs 2.00 70.77 0.50 Hrs 0.50 72.31 0.50 Hrs 0.50 72.31 Total Labor Quantity UOM 5 00 PCS 1.00 PCS 1.00 SHT 1.00 EA 1 00 EA Quantity UOM 6.00 EA T 425-375-2500 Unit Price 5328 LF 4788 LF 414 SQFT 364 LF 11 82 EA Total Material Unit Price 3 41 EA Total Equipment Total Miscellaneous Charges Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Total $38.79 $216.93 $73.76 $141.54 $36.16 $36.16 $543.34 $543.34 $76.08 $0.00 $20.46 $9.50 Sub Total: Overhead 15°/0: Sub Overhead: Total $35.96 $4.79 $19.87 $3.64 $11.82 $76.08 Total $20.46 $20.46 Total $3.07 $6.43 $9.50 $649.02 $95.98 15 00% $0.00 8 00°/0 Total: $745.00 F 425-375-2540 http://www,nwpart.com Where customer service still has meaning. NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 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 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" L 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 g 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 Track 1000 LF 478,8 LF Track 1000 LF 950.4 LF Track 1000 LF 1226.4 LF Tie N SUPPLY Where customer service still has meaning. NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 362T125-54 3-5/8" 16 Gauge Track w/ 1-1/4" Leg LF Track 1000 LF 1044LF Track 1000 LF 1380 362T250-33 3-5/8" 20 Gauge Track w/ 2-1/2 Leg " LF Track 1000 LF 1651.2 362T250-54 3-5/8" 16 Gauge Track w/ 2-1/2 Leg 1000 LF 2403.6 362T250-68 3-5/8 14 Gauge Track w/ 2-1/2"LFTrack Leg LF ads 1000 LF 718.8 6005125=30 6" 20 Gauge Stud LF Studs 1000 LF 1380 6005125.33 6" 20 Gauge Stud �� LF Studs 1000 LF 1183.2 6005162-33 6" 20 Ga Stud w/ 1-5/8 Leg LF Track 1000 LF 661.2 600T125-30 6" 20 Gauge Track w/ 1-1/4" Leg LF 1000 LF 903.6 600T125-33 6" 20 Gauge Track w/ 1-1/4" Leg LF Track 1000 LF 03.6 150A150-30 1-1/2" x 1-1/2" Framing Angle 20 Gauge LF SheetsEachpiece 95.58 SECUR1.0-16 AMICO Security Mesh 1" x 16 Gauge SF es piece er SECURACLP AMICO Secura Clip 300/Carton LFEA Boxes cons100inLF 364 0 B1XW B1XW - Corner Bead364.0 B412NB B4 - 1/2" No Bead L Metal LF Boxes 1000 LF LF Boxes 1000 LF 364.0 CJGWB Control Joint for GWB #093 USG LWAP .ite Weight All Purpose Joint Compnd 3.5 gal EA Box container 11.82 LWTAPING Lite Weight Taping Joint Compnd 3.5 gal EA Box container 11.82 PTAPE 2-1/16" Paper Tape - 500'/Roil EA Rolls container 4.8 X58 /8,° Type X GWB SF Sheets 1000 SF 414 X58HI 5/8" Type X High Impact GWB SF Sheets 1000 SF 1256.4 X58MMR 5/8" Type X Mold & Moisture Resistant GWB SF Sheets 1000 SF 594 X58DURO 5/8" Type X Cementitious Backer Bd SF Sheets 1000 SF 1098 LF Studs 1000 LF 1254 400CH-33 4°' 20 GaugeShaftwallStud LF Track 1000 LF 864 400JT-33 4" 20 Gauge J Track X1SWLGLAS 1" Fiberglass Shaftwall Liner Wallboard SF Sheets 1000 SF 1038 BULLET3 Ballistic/Bullet Panel - Level 3 SF Sheets piece 769.524LF Each piece 0 Bullet Strips Level 3 strips 300A300-54 3" x 3framing angle 16 GA LF Each 1000 LF 1170 NORTHWEST PARTITIONS Sales Rep: Connor Ball Ahern Rentals Cat -Class 620-5745 620-5754 620-5755 620-5784 620-5759 620-5786 620-5798 620-5799 605-5645 605-5670 605-5675 605-5683 605-5686 615-5721 600-5799 600-5850 600-5857 600-5852 600-5797 600-5866 600-5879 Cat/Class Description SCISSORLIFT,19',32", ELECT SCISSORLIFT,26',32",ELECT SC I S SO R L I FT, 26', 4 6",ELECT SCISSORLIFT,32',46-48",ELECT SCISSORLI FT,26', 68",GA5,4X4 SCISSORLI FT, 32', 68",GAS,4X4 SCISSORLI FT,43',GA5,4X4 SCISSORLIFT,53',GAS,4X4 Account Pricing *AII Pricing is confidential* Typical Make Electric Scissor Lifts Skyjack SJ I I14632, JLG 3246E5 Skyjack SJ8243, Genie GS-4390RT Genie GS-5390RT All scissor lifts larger then 53' please call for quote yarn/Wareh0Use Forklifts FORKLI FT,3600-5000LB,15'7",YARD FORKLIFT, 5900LB,19',TELESCOP I NG FORKLIFT, 6000 LB, 3 6',TELESCOP I NG FORKLIFT,8000 LB,42',TELESCOP I NG FORKLI FT,10000LB, 54',TELESCOP I NG LIFT,PERSONNEL,12',ELECT,2 MAN LIFT,PERSONNEL,20',DRIVABLE,ELEC BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB BOOM,ARTI CULATED,40', ELECTRI C, NARROW BOOM,ARTICU LATED,45',ELECT BOOM,TELESCOP I NG,40', DSL,4X4 BOOM,TELESCOP I NG,45', DSL, W/J 18 BOOM,TELESCOP I NG,60', DSL,4X4 BOOM,TELESCOPING,66',DSL,W/JIB 4X4 Hyster H50, Yale GP050 Skytrak 6036 Xtreme XR842, Skytrak 8042 Skytrak 10054 Person JLG 1230ES, Snorkel TM12 JLG 20MVL, Genie GR20 Boom if#siElectrit,.:: JLG E300AI JLG E400AN, GenieZ40/23N JLG E450AJ, GenieZ45/251 DC Boom LI Dies ana JLG JLG400S, Genie540 SnorkelT847J, SkyjackSJ45T JLG 600S, Gen i e S60, Snorkel T860 JLG 66051, Snorkel TB66J All reach boom lifts larger then 66' please call for quote. Account#265218 Contact #: 425-241-8004 Effective Date: 9/1/18 Rates Expire: 6/30/19 Daily Weekly 4 Week $ 1,500 $ 2,500 $ 595 $ 1,595 $ 1,275$ 2,350 $ 1,095 $ 1,095 Additional:ees *AII pricing is in U.S. Dollars and does not includeSalesTax orvironm ntalRecdv rdsery Fwthin30miles ofthe servicing Ahern branch. *Delivery and pick up will be charged at $75 each way (paEnload) * 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. $ 3,250 $ 1,625 $ 1,625 $ 1,995 $ 1,995 Example: 19' scissor lift: $345/month + $150 trip fee = $495 x 10.1 o/a for tax = $545 $545/ 20 man days = $27.25 /day /8 hours = $3.41 per hour = charge rate. Ahern Initials _ Customerinitials Page 1 of 1 DMR Group su�xe�r� Tvps� pxow _ nnwE .- ---�-�--- | ' Micbe\|e]avnn m City ofTukwila Justice Center 73-17158-00 RFI 391- Exposed Piping inBlU9 RB Answered om�sswT� r! " 1, i ��1 'P,1 m: 2/13/2020 Per note 8on P1'1B the 5^SD pipe is to be and routed � to miss -gbelow. We propose furring out �hewaUasshownon the attached to conceal. Pleanote that there isOFCl heavy duty metal shelving in this room that will conflict with the pipe. Please advise. Response (Anowerem)from: Steven Schmitz (oLnGroup) Remarks: Furring out isacceptable. m«ms__- -- '— h ' Eph�nnMa� � Bill Brown BrennaChhstensen Ethan Barnau `- - QaiUrbas Jeff Clark Sabrina Ames �cmopxm, DLR Group �mjavan@d|rqrnupznm | pxUms ' � 206-461- | ! pnoms � � .HarsnVgonouxu � 206-382-3443 BNBuUders � ' ' �erszonn - -- | bill.nbuUders'c !206-382-3443 ! 8NBui\d�rs |nnn --� � ---- chr�ten n@�bn . ! brenna. oa '�2D6-382-3443 � � BNBuUders ! bui|ders,conn | | ShelsOb|etz ethanb@snjaea.com | 206-838-3705Johnsen ! ' ~ `�~� |gehurUasn�o»oux«e's^'' 206-382-3443 | BNGuUders onn |]eff.[]ark@)bnbuhderS`c |206_382-3443 � BNBuNers | � | O6-461- sannes@�d\rgornn Z j OLRGroup ---L r��p' - — �� � Steven Schmitz DLR Group sschmitz©dIrgrouP.com cfpf DA-1-7.D •E RFI #391 Exposed Piping 1 2/12/2020 — in B109.pdf 2/13/2020 01954 6094x73-6094 206-461- 6044x73-6044 Page 2 of 2 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 Date: February 12, 2020 Submitted To: Steve Schmitz Request for Information RFI No: 391 Submitted By: 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 B109 Discip/ine: Architectural Subcontractor Northwest Partitions Subcontractor RFI Ncx Question Date Required: 2/19/2020 Per note 8 on P1.113 the 6" SD pipe is to be exposed and routed to miss ftg below. We propose furring out the wall as shown on the attached to conceal . Please note that there is OFCI heavy duty metal shelving in this room that will conflict with the pipe. Please advise. Answer Furring out is acceptable. Steve Schmitz - DLR Group Date Answered: 02/12/2020 Answered by: Copies To: Company & Contact Fax Notes Page 1 of 1 LEGEND NOTES PLUMBING GENERAL NOTES KEYNOTES-M.1B KEY PLAN PLUMBING PLAN, FIRST LEVEL - AREA B CONFORMED SET 1155.555 7351715600 PLUMBING PLAN, FIRST LEVEL -AREA B Outgoing RFI NORTHWEST PARTITIONS Job Name: Tukwila Justice Center To: BNBuilders, Inc 2601 4th Ave Seattle, WA 98121 Attn: Phone: (206)382-3443 Fax: (360)398-2302 From: Harold C Ayers Reason for Request Action Requested Required Response Date Possible Effects: Cost Time RFI # RF-00029 GC # Date Feb 10, 2020 Job # 2066 Direction REFERENCE: DRAWING NO. Al 1B SUBJECT: Pipe outside of wall at room B109 INFORMATION NEEDED: Please see the attached picture showing the pipe outside of wall framing. Please provide direction. Thank you, RECOMMENDATION RESPONSE: DOCUMENTS: 20006 - 144th Avenue NE, Woodinville, WA 98072 T 425-375-2500 F 425-375-2540 http://www.nwpart.com BNeuliders May 12, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 029 - Monument Sign Dear Ethan, In accordance with ASI 029 dated 2/19/20, BNBuilders hereby submits our proposal to provide and install the TJC monument sign in the East lobby. This work includes the fabrication and installation of the painted AES steel frame and finished wood dedication plaque. Additionally, the cost to protect and final clean is also included in this proposal. The total proposal of this subject work is Fourteen Thousand Six Hundred Sixty-three dollars $14,663.00. There is no 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 5139 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206.382.3440 BNBuilders PROJECT NAME: Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY Tukwila Justice Center CCD/ASI #: ASI 029 COP #: 5139 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 511212020 DESCRIPTION OF CHANGE: provide and install the TJC monument sign in the East lobby. This work includes the fabrication and installation of the painted AES steel frame and finished wood dedication plaque. Additionally, the cost to protect and final clean is also included in this proposal. IBP 03.00 BNB (Foundations/StructureNVaterproofing) BP 06.40 BNB (Architectural Casework) BP 09.90 Northwest Complete Contracting lst-fier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment $6,621.001 $6,360.96 $686.55 $13,668.51 $297.041 $698.281 -$0.831 Total Change Request $14,663.001 To the best of my knowledge and belief I certify that all costs listed above are correct, Date Contractor Signature 5% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: Additional final clean of monument sign Description wo t...arpenter Journeymen to final clean and protect the monument sign Quantity Unit Prod. Hours A.1. Labor $/hour Cost 4 74.26 $ 297 A.1, Labor Premium $/hour Cost B. Matenal CCDIRFI: ASI 029 CP #: 5139 /Unit Costs $ $ Date: 5/12/20 C. Equipment $/Unit Costs $ $ $ $ $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Total Cost of Work A. $ 297 $ B. C. PROJECT NAME: Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION Tukwila Justice Center CCDIASI #: COP #: DATE: Contractor Name: BN DESCRIPTION OF CHANGE: Fabricate, deliver, offload, and install steel frame for monumen sign 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 Total Subcontractor Direct Costs + Mark-u + Labor Premium Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) Total Subcontractor Chan e Re uest To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Si nature Date 029 5139 511212020 1 5% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: Fabricate, deliver, offload, and install steel frame for monument sign. A.1. Labor A.1. Labor Premium Unit Quanti Unit Prod Flours i4 u $ ea $r, Cost � $lam C®� osts Des•lion111.1111111.11111 _ 150.00 $ 150 _ $ Rooham meurne man INS0111,111111111111111N =_ 130.00 $ 13ram0 _ $ ... ®-__- -:. 50.00 $ 50 = $ Roto hammer 1 __ $ --�_ 121321 _- 11111.1111111111111.11111111.1.11111EIMIIIIIIII -- - NMI _ BIM MIS$ - NMI INIIII 1111111111111111111111111111111 ®__--®11111111 $ -- MINI ® NEN ® ___11111.11111111111 MINN OM 111111111111111111131111111 -- r-F-- BNNIIIINIIINIIIINIIIINNUININ IININININI ®111111111111111111 11111•11111111111111111111111111111111111--- 11.11111.11111111111111111111111111111111111111 WMIIIIIININNIMIIIIZMIMMIIIIIIIIINIIIIIIIIIIIIINNIIIIIUIIRZMNIFI MO II II --- ®11111111111111111111111111111111110101111111111111 $ 111111111111111111111111111 NNE __-E--_-® $ irmattr__- gI, 111j888 Lt NIIMAIL -ININLIMA $ 330 -" CCD/RFI: ASI029 CP q: 5139 Date:. 5/12/20 C. E•ui•ment $/Unit Costs Quote number: 19022 CO 34 Quote date: 3/2/20 Structural. 8 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, ASI 29 Monument Sign support frame. Delay: # of Days 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 quarantee pricinq until 3-23-20. 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 ASI 029 Monument Sign Shop Labor 13 Hours @ $75,00 3 HSS 3x3x1/4, 2 Bent plates 1 3x2 angle 1 Base Plate 7 Plate washers 9 Bolts Shop Welded Detailing 7 hr @ $75.00 Freight P & 0 15% P & P Bond Exclusions Erection Finish Paint PT-11 Black Fox By Others lb Material Labor 390 $376 $975 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. ♦ uCERTIFIEDI FABRICATOR Notes: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied 5by4 General Contractor. Sub Total, $ Sales tax @, $ - $ 4,514 Total Price, Total weight estimate, $525.00 2,000 $589 $49 Deww s Arcln%bPl.d 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 CCD/ASI #: 029 COP #: 5139 Contractor Name: BN Builders DESCRIPTION OF CHANGE: Fabricate, deliver, offload, and install Dedication Plaque DATE: 511212020 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 1Total Subcontractor Direct Costs + Mark-up + Labor Premium Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) Total Subcontractor Change Request To the best of my knowledge and belief, I certify that all costs listed above are correct. Date Contactor Signature $0.00 $0.00 $0.00 I so ool so ool so ool $0.001 1 $5,889.781 1-747•17118 $6,360.961 15% 8% INTERIOR WOODWORKING SPECIALISTS To: BNBUILDERS, INC 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 Office: (206) 382-3443 Change Order Number: 46 Rev: Date: 02/21/2020 Project: 19019 TUKWILA JUSTICE CENTER 15001 Tukwila International Blvd. Tukwila, WA 98188 PM: Jami Haise The contractor agrees to perform and the owner agrees to pay for the following changes to this contract Notes: Adding Monument sign to C38 scope. Mill & finish architect specified slab for mounting to metal stand by others. Source: ASK-29.1 A Craft Labor Costs $4,299.24 $71.00 B Material Costs C Equipment Costs $0.00 Subtotal A + B ± C) $4,370.24 $0.00 E Small Tools of (A -115°M F $0.00 Safety (0°. of A) $655.54 G Overhead & Profit (15-0 of D) $800.00 H Sub -Subcontractors $64.00 $5,889.78 $0.00 $0.00 $5,889.78 I Overhead & Profit on Sub -Subcontractors ot H) J K Insurance pos J) L Bond (0°, of J) Subtotal (D + E + F 51± I) Negative changes will lower the overall contract price requiring no additional payment by owner. 2/28/2020 8.36:24 AM Grand Total (J + K ± L) Requested Amount of Change: $5,889.78 Page 1 of 2 INTERIOR WOODWORKING SpECIALISTS Direct Labor /_ -- � |DEUyERYVVraprmenue DELIVERY Load Truck DELIVERY Site Unload Truck DELIVERY Driver SUBMITTALS AS BUILTS ASSEMBLY Bench Cell ASSEMBLY Hardwood Milling ASSEMBLY Sanding FINISHING Finish SlabS/Counters Materials FINISH SUPPLIES MISC HARDWARE BUDGET HARDWARE Sub -Subcontractors ELITE Signed: Signed:� Title: 2/28/20208z6:24m* Hours Change order Number: 46 Rev Date: 02/21/2020 evtenunu wnmpmoH $249]60 $720{0 $287.04 $287.04 $1,656.00 - $828.00 " ' 80 $829.84 unnQtY Unit Amount Extended Wump&oH Page 2 of 2 PROJECT NAME: Tukwila Justice Center SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION Tukwila Justice Center Contractor Name. BNBuilders DESCRIPTION OF CHANGE: ASI 29 Prep and Painting of the Monument Frame CCD/AS I #: 29 COP #: DATE: 51.121/010_____-- 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 Total Subcontractor Direct Costs + Mark-u + Labor Premium Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) Total Subcontractor Chan e Re uest To the best of my knowledge and belief, I certify that all costs listed above are correct Oziaa gemitafedi Contractor Si,nature $548.00 $49.00 $0.00 $597.00 MEM $0.00 $68655 11111111111111 $0.00 15% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: Prep and paird monument frame $/hour Cost $ - Labor 8 68.50 $ 54 Primer 1 al $ - $ - PT-11 Paint 1 al $ - 9- DescriPlioflDuanti TotalCos o Wo Unit Prod, Hours CCD/RFI: 29 Date: 5/12/20 A.1. Labor A.1, Labor Premium B. Material C. E /hour Cost S/Unit Costs Mina Costs 22.00 922 27.00 27 $ - $ - $ - $ $ - $ $ $ - C. A. 548 B. $ 49 ocu ent 71 Architect's Supplemental Instructions 1 T 17 PROJECT: (name and address) 73-17158-00 City of Tukwila Justice Center Tukwila, WA 98188 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: 029 Date: February 19, 2020 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-029 - Addition of Monument Sign and Dedication Plaque Provide steel frame and mounting hardware as indicated, for mounting historic maple slab and display. Provide paint to match PT-11 Black Fox. For wood slab, stabilize any splits in the face, sanded flush and smooth. Scrape out small bark inclusions, filling voids with clear epoxy. Provide low VOC waterborne polyurethane wood finish seal. Drawing Attachments - ASK-29.1 - ASK 29.2 - Preliminary Plaque Layout ISSUED BY THE ARCHITECT: DLR Group, Inc (a Washington Corporation). ARCHITECT (Firm name) SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE February 19, 2020 DATE AIA Document G7IOTM — 2017. Copyright © 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIA® Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA® 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 17.52:27 ET on 02/19/2020 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale. User Notes: (3B9ADA42) Date Project Project # Page Computed by 02.19.19 ___ ----- Tukwila Justice Center 73-17158-00 ASK-29.1 SS Checked by 132 x 52 x 3" Sanded and finish sealed maple slab No fasteners in upper +/-36" 1/2" bolts; use fewer fasteners Sand all burls and knots smooth, typ. CNC route space for signage Slot bolt holes in HSS to be 1" (horiz) x 1.5" (vert) Anchor baseplate to slab with 3/8"x2.5" Simpson Titen HD 3'-6" 3/8" THICK STL BASEPLATE 3x3x1/4" HSS FRAME DLR Group Elevate the human experience through design 1/4" x 3" BENT PLATE (1) 5/8" blind bolt (by Lindapter) or (1) 5/8" self -tapping bolt (by Elco) to each bent plate 0 1 /4"x2"x2" plate washers L3x2 K5/16 long leg vert, recessed into wood, welded to HSS Datel02.19,19 Project II Tukwila Justice Center Project #1 73-17158-00 Pagel ASK-29.2 Computed by SS Monument history plaque. Bronze metal plate with b&w image, historical descriptor of tree origins max. 500 words. Checked byl Elevate the human experience through design CITY OF TUKWILA, WASHINGTON FUNDED BY THE PUBLIC SAFETY BOND AND THE CITIZENS OF TUKWILA DEDICATED SEPTEMBER 2020 MAYOR Allan Ekberg COUNCIL MEMBERS Verna Seal - Kathy Hougardy - Thomas McLeod - Cynthia Delostrinos Johnson - Zak Idan - Kate Kruller - De'Sean Quinn ARCHITECT - DLR Group PROJECT MANAGER - BN Builders We acknowledge the traditional owners of the land on which we are meeting. Who have walked upon and cared for this land, past and present, and those who may be here today. IMAGE OF MAPLE Inset Above: Description of the Foster homestead maple. Evenduntem ea volecea qui cus ut maximperro volut autas quiatiis dunt et rerum vollenda alicaborem fugitat. Abori inctatis et eatemquam reiusda nderio et everferuntio et acerspe explatur mo est experib usdaept usdam, core dolupta si ommodis debit int volore, conet omnisquas aut explaccus ut ut ex expedio et magnis untibus, omnit assedit, ipsum que exceper feriorepudam de peritat ureheni hillate si dent laut offictat re, nullandandae volore eatur mi110 blatur rehenima deliqui odi utem et ipsam que ommolutem. Nem ressi verchil loreptatenim veles apidunt lab ipis dus pra voloriorum aut labo. Nusa sed que et esed miliquia exerum, nimi, con pligeni minvelestia incit fugia sundae. Ut ius magni se as dis eatisciis nem aut est et illupidunti conecate pra venihil evendictatat volor ressequias nulparc imporendi di blabores dolorest, elent quiae voloriatis dollaut quatqui doluptur, eicid quam re nobis quatate eum elias quid eatur ad qui bla cus mod quibus similit eum aut optam verum nossurn volupti nvenis aut rae. Nem eveliqui dolluptur simetNihicur. Ad C. Sp. manurnus cenduconfex sensunt isulvit; noximus terebatem nosum, Palinverei tarbite niquemq uermandam firmis Cas hili, quod por hilii prae ina, quam te, quam tudepericae public turn, ubi intrum Patus, P. Li, que aures ena, sedo, Cupiem, nonlost pore ac intimmoverid inariam vil vivero, num qua prariam iam interavente, que nost publica steridem, factebe menatquere am guideo'intiemus; int, ne aurei se feconsu quit. Mus achum omnitam, sesta nica standemorae que pro, ocum dum tilis si con publice natures eto publicaus ore esum hora? inte inat. molude ad ignatid etreo, faci silius ex nonsil verferfex silinatum Rommoltum con videssediem de mo vernum tum mo vis. Ihicie talieme rvivastem, mihicaus cae cul comnoste tum quern re vehebatus int, cul videper mandit; non intemqu Runum obus ocaudesta, P. Ad notessul horibus haberidem o et? Ahaccis, es eritiam meneriv itifes mantiliam estrus, confiribus idemur hocte aucient. Catilis fumu constere iam oritem pra dem diorum intiliu quem iam pora vignam, quamquam nostes ves! Semihi licaed supiost eracta tanduct arivasd amendissenisi facciaci pli se comnestem int. BNBui ders March 12, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 030 — Updated Feature Wall Design Dear Ethan, BNBuilders hereby submits our proposal for ASI 030 for the updated feature wall design. The total proposal of this subject work is One Hundred Fifteen Thousand Five Hundred Forty -Nine dollars $115,549.00. The impact to the Project Schedule has yet to be determined. 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 5140 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) Bi\IBI_Hoor 260 ...vA Avenue Sue Sea ;He, \NA T. 205.362 3:1 r: 206 382 3440 BNBuilders PROJECT NAME: Tukwila Justice Center GCICM CHANGE ORDER REQUEST SUMMARY Tukwila Justice Center CCD/ASI #: ASI 030 COP #: 5140 DATE: 311212020 GENERAL CONTRACTOR BNBuilders, Inc. DESCRIPTION OF CHANGE: ASI 030 - Feature Wall (Updated Design) 1BP 06.40 BNB (Architectural Casework) BP 09.20 Northwest Partition lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $113,260.951 -$3,214.00 I $110,046.951 $5,502.351 -$0.301 'Total Change Request $115,549.00I 5% PROJECT NAME: Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION Tukwila Justice Center Contractor Name: BN Builders DESCRIPTION OF CHANGE: ASI 030 - Feature Wall CCD/ASI #: ASI 030 COP DATE: 311212020 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 Total Subcontractor Direct Costs + Mark-u + Labor Premium Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) Total Subcontractor Chan e Re uest To the best of my kno ledge and belief, certify that all costs listed above are correct. ContraLifl3i.ure 5140 $5,940.80 $1,416.80 $0.00 I $1,103.641 1 5% $0.00 $8,461.24 1_$27,(216117 $7,762.94 $113,260.95 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc Work Description: Description Plywood Backing Installation Total Cost of Work CCD/RFI: 0 CP #: 0 Date: 1/0/00 Quantity Unit Prod. Hours 80 55 EA A.1. Labor 5/hour Cost 74.26 A.1. Labor Premium Slhour Cost $ 5,941 - - - - $ - $ - - A. $ 5,941 $ - B. Material $!Unit Costs $ 1,416.80 $ $ $ $ B. $ 1,417 C. Equipment $/Unit Costs U!O1UUU I-11 14.10 11/1411LIICUZ,LUIrIueI 1116;. HEUS WM ER c. OHM.. I. A N Y N C. PO BOX 2260 15800 WOODINVILLE - REDMOND RD. NE WOODINVILLE. WA98072-2260 Ph : 425-489-3000 800-284-7501 Fax : 425-822-4028 www.matheuslumber.com Remit To: Nlatheus Lumber Company, Inc. PO BUX 2260 WOODINVILLE, WA ',)807.2 SOLD TO: IINBUI1,011200 B.N. BUILDERS, INC:. ( Wash ) 2601 4TH AVENUE, SUITE 350 sEArrr,v, WA 98121 Ph: 206-382-3443 Fax: 206-382-3440 „ )2/25/2020 1 OURTRUCK ,BEN .1431WEL DESCRIPTION XS CI)X 55 pc 700406454'60600 (200) It/. (+34 I I/ rtaye 4 01 4 Page: 1 of 1 INVOICE INVOICE NO. 1NV0JCE.1)Vf 0 . DUE DATE 22962-27 02/28/2020 04/10/2020 1 NET 10TH PROX, 25TH CUTOFF SHIP TO: 008 ITV OF CHNTIA 15045 TUKWILA INTERNATIONAL BLVD .1011 #119700.000 TuKWILA, WA 98168 DELIVER.F1) 096 VPOTA017; i*ICKtiAMMAT:. 1,760 SO 80500IM Se 1,416.80 likA- 0000 - 0.0000 00 A Service Charge of 1 .5% per Month will be applied to Past Due Balances. 1,760 27 1,416.80 Important Terms This Invoice is subject to the Terms and Conditions of Sale attached to your Credit Application and/cr set www.matheuslumber.ccrn, which terms and conditions are incorporated by reference herein. In the event on this invoice and the Terms and Conditions of Sale, the Terms and Conditions of Sale shall control. MATHEUS LUMBER COMPANY,INC. MAKES NO EXPRESS WARRANTIES, REPRESENTATIONS, WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTY PARTICULAR PURPOSE. - T 0.00 1,416.80 forth on the Matheus Company,Inc. website at of any conflict between any terms and conditions stated OR ENDORSEMENTS AND DISCLAIMS ALL OF MERCHANTABILITY OR OF FITNESS FOR ANY ORIGINAL INTERIOR WOODWORKING SpECIALISTS To: BNBU|LDERS,|N[ 2601 Fourth Avenue, Suite 3SO Seattle, WA 98121 office: (2O6)3O2-3443 Change Order Numbec49 Rev 2 Date: 02/26/2020 18O10TUKVyLAJUSTICE CENTER Project: 15001 Tukwila International Blvd. Tukwila, WA 98188 The contractor agrees to perform and the owner agrees to POY for the following changes to this contrac Notes: 4x Upanebwbheurn�y��shs��andSTAS]'R�|pk�une Feature,waUUyVS[20u�»g1^[u|umLiaeunop|ycoe / | Rrishtom�tA8~O30 ha.[N[programming and machining based oncontoueddedgnatvar�us|eve� specifications for flame s ----30 Al112 02.0.20 Site meeting'DLnmrcepLv/uw".y, A Craft Labor Costs B Material Costs C Equipment Costs D� Negative changes will lower the overall contract price requiring no additional payment by owner. The original Contract Sum was Net change by previous Change Orders The Contract Sum prior to this Change Order The Contract sum will be changed by this Change Order The new Contract Sum including this Change Order will be Subtotal (^+e^q\ $46,504.42 --8,089.98 - $n]00 $0.00 $9,632.77 $21.12DI0 _ $1,689. 60 $97,036.77 - -- �Jr7 �� Requestedaynouu'_' ' Change: 49//03_ $0.00 $741,640.63 $97O]677 $838,677.40 Page 1of* INTERIOR WOODWORKING SPECIALISTS The impact to schedule will be changed by 3/11/2020 5.53.21 AM Change Order Number: 49 Rev: 2 Date: 02/26/2020 Page 2 of 4 INTERIOR SPECIALISTS WOODWORKING Change Order Numbec49 Rev: 2 Date: 02/26/2020 Extended Wnh/puon u,�tlt L-=v". MACHINING Material Kitting 7.02 $80-000 $831.80 $726.57 K�ACH|N|NGCNC 8OOO � _ 90^000 $7.200l0 $8.280-00 � 847 � �80Q57 $781.84 $876/23 � K�ACH|N|NGBeam Saw 115 ' � �80848 $103.32 $118.821 MACHINING Contingency 559 . . �O�135 �5�3�8G $579.44 nFL|VERYVVrap/Pa|othzo 491 � $90.273 $443.24 $509.73 DELIVERY Load Truck 4.91 $90.273 $443.24 *509.73 � DEL\VERY'SheUn|oadTruok 200 . $90.200 $180.40 $207.40 DELIVERY Driver � 3401 $124.815 $4.244.95 $4.881.09 SUBMITTALS ASBU|LTS 5421 ' $124.809 $6.705.91 $7,78O7Q � 3O0 $1�53O0 � $375.90 $375.90 PROJECT MANAGEMENT 80.00 $124.800 $8.984.00 $11.481.60 PRECON | 1.00 - � $12485O S124.85 $143.58 PROJECT COORDINATOR . 844O $90.000 $7.596.00 $8.735.40 ASSEMBLY Bench Cell � 8D4O �8�'OOO $5.436.00 $8.251.40 ASSEMBLY Sanding 2.08 $90-000 s187.20 $215,28 ASSEMBLY Contingency FINISHING Finish Wall Panels � 1O5O � �OOZOO $84710 $1.089.17 105 � $��� $�.� �O8]� FINISHING Contingency 4D0 $120.000 $480.00 $552�00 FSTIMATING Materials Unit Qty Unit Amount Extended wumpao* FASTENERS MONARCH [K8FO25144"I12'CL|PPNLFRENCH CLEAT (eaoh 492.20 $1]69 FRENCH CLEAT [EB8'PC�.5] 2-1/2"CLIP PNL(par) 248.00 $131.44 $95.59 FINISH CLEAR FINISH #1 1566.9 O $0.55 MISC HARDWARE STASJ'RAiL78-3/4'SILVER PROGRAMMING CNCCODE PROGRAMMING CNCCODE PROGRAMMING SHEET GOODS 10.00 $28318 1.00 $0.00 $1,500.00 1.00 PLY 1-1/4 EURO CORE 4X10 1566.9 O $5.50 INTERIOR WOODWORKING SPECIALISTS SHIPPING SUPPLIES FOAM PACKING 24X1/4 250FT TRUCK TRIP CHARGE 580.38 TRUCK MILEAGE CHARGE SHOP SUPPLIES FINISH SUPPLIES WALL PANEL SUPPLIES 1.00 50.00 $0.15 $0.00 $0.75 Change Order Number: 49 Rev: 2 Date: 02/26/2020 $87.06 $50.00 $37.50 $100.12 $57.50 $43.13 1160.6 2 1160.6 2 $0.05 $0.30 CNC TOOLING Sub-Subcontracto s ELITE Signed: Title: Date: 1.00 $0.00 $58.03 $348.19 $66.74 $400.41 $1,120.00 $1,288.00 3/11/2020 5'53:21 AM Signed: Title: Date: Amount With/P&OH $21,120.00 $22,809.60 Page 4 of 4 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0022 External/RCO# GC Ref# Date Feb 07, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Description: Credit for the supply of plates at wood feature wall in Area B Material CUSTOM CLIP Total Other Disposal Charges Rounding Size Quantity UOM Unit Price Total 1 1.00 EA -2,127 80 EA -$2,127 80 Total Material -$2,127.80 Total -$0.20 Total Other Disposal Charges -$0.20 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers 20006 - 144th Avenue NE, Woodinville, WA 98072 Run on: February 7, 2020 5:54 AM Labor Total: $0.00 Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: -$2,127.80 $0.00 $0.00 $0.00 -$2,128.00 $0.00 .00% Total: -$2,128.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com Bill to NORTHWEST PARTITIONS Everett, WA Email: ChrisA@nwpart.com Attention: CHFUS4YERS Contact Phone: 425-375f25O0 Ship to NORTHWEST PARTITIONS Everett, VVAEmail: ChrisA@nwpert-uum Attention: OHFUSAYGRS Contact Phone: 425-375-2500 HA/44375 The Convenience stores For Metal' CUSTO ER QUOTE # 1045985 .... -_.~-nnn�n",/��O�C� /nm/xvv,o°°'~~~^``'—��- 1",mEru/ Sound Mettle, Inc., an independent fran SUPERMARKETS EVERETT 7151OOthStreet SESte C3 Everett, WA 98208 . Store#: 024803 customer Purchase Order # Valid Until: Nov-22-2Bf8 Oote:Nmv-20-2019 Terms: immediate Promise Date: mov-2O-2O1V Delivery Method: Pickup Customer Rep: Allison Farragher Qty Length 4�OUX4�OOXU�75 '—'�-- - IN 085088 Cutting Services Ho�Ro�dP��/O250 HP�5o ' Unit Unit Price Dimension 300 @ 3 IN 4 8i75000 SQFT 13.85818 4 @ 10.5x120 IN 485.04 1 3.50000 SQFT 13.85818 1@10.5x48UN 48.50 &50 Cutting Services Bonding form 44feet c49Vdegree angle 5.25 x5.25^x .25^ tobecut upinto 5^pieces Cutting Services 133.00 Cutting 5.25" angles into 51, wide Page 2 of 2 The Convenience Stores For Metal' CUSTO ER UOTE # 1045985 This is not an ORDER or INVOICE Sound Mettle, Inc, an independent franchisee dba METAL SUPERMARKETS EVERETT Bill to NORTHWEST PARTITIONS Everett, WA Email: ChrisA@nwpart.com Attention: CHRIS AYERS Contact Phone: 425-375-2500 715 100th Street SE, Ste C3 Everett, WA 98208 Phone: (425) 265 1830 Fax: (425) 265 9091 E-Mail: everett@metalsupermarkets.com Store #: 024803 Ship to NORTHWEST PARTITIONS Everett, WA Email: ChrisA@nwpart.com Attention: CHRIS AYERS Contact Phone: 425-375-2500 Customer Purchase Order # Valid Until: Nov-22-2019 Date: Nov-20-2019 Terms: Immediate Promise Date: Nov-20-2019 Delivery Method: Pickup Customer Rep: Allison Farragher Product Qty Length Unit Unit Price Dimension Total Description (Special Comments) : SUB -TOTAL 2,127.80 Sales Tax 9.8% 208.52 TOTAL 2,336.32 Partial selection is subject to requote, subject to availability at time of order. For full terms and conditions of sales please reter to http://metalsupermarkets.comiterms-of-sale/ To: NORTHWEST PARTITIONS BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Description: Delete all drywall trim around metal brackets at wood feature wall per A11.10 Fax: (360)398-2302 Labor Finish Tape Material L-SHAPED 1/2" NB PAPER FACED TAPE ON METAL LITE ALL PURPOSE COMPOUND Equipment 19SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges B&0 Tax 46% GL Insurance 1')/0 Size 10' BOX Quantity UOM Unit Total -13.00 Hrs -13.00 Quantity UOM -16 00 EA -4 00 EA Quantity UOM -13.00 EA Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0039 External/RCO# GC Ref# Date Feb 25, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Rate Total 70.77 -$920.01 Total Labor Unit Price 364 LF 11 82 EA -$920.01 Total -$58.24 -$47.28 Total Material Unit Price 3 41 EA -$105.52 Total -$44.33 Total Equipment -$44.33 Total -$5.14 -$10.75 Total Miscellaneous Charges -$15.89 AUTHORIZED BY: ON BEHALF OF: BNBuilders, PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers Run on: 20006 - 144th Avenue NE, Woodinville, WA 98072 February 25, 2020 8:53 AM T 425-375-2500 Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 1513/0: Sub Overhead: -$920.01 -$105.52 $0.00 -$44.33 -$15.89 -$1,086.00 $0.00 .00% $0.00 8.00% Total: -$1,086.00 F 425-375-2540 http://www.nwpart.com NORTHWEST PARTITIONS Sales Rep: Connor Ball Ahern Rentals Cat -Class 620-5745 620-5754 620-5755 620-5784 620-5759 620-5786 620-5798 620-5799 605-5645 605-5670 605-5675 605-5683 605-5686 Cat/Class Description SCISSORLIFT,19',32",ELECT SCISSORLIFT, 26',32",ELECT SC I SSO R L I FT, 2 6', 4 6",ELECT SCISSORLI FT, 32', 46-48",ELECT SCISSORLIFT,26',68",GAS,4X4 SCISSORU FT, 32', 68 ",GAS,4X4 SC I SSOR LI FT, 43', GA5,4X4 SCISSORLI FT,53', GA5,4X4 Account Pricing *All Pricing is confidential* Typical Make/Model Electric Scisso Skyjack511113219 SkyjackSJIII3226 Skyjack SJ 1114626 SkyjackSJIIi4632, JLG 3246ES All Electric Scissor Lifts larger then 32' please call for quote (4x4) Skyjack 516826RT, Genie GS-2668RT Skyjack5J6832RT, Genie GS-3268RT Skyjack SJ8243, Genie GS-4390RT Genie GS-5390RT All scissor lifts larger then 53' please call for quote Yard/Warehouse Forkl FORKLIFT,3600-5000LB,15'7",YARD Hyster H50, Yale GP050 heath fork ifts FORKLI FT,5900 L8,19',TELESCOP I NG FORKLIFT, 6000L8,36',TELESCOPI NG FOR KLI FT,8000LB, 42',TELESCOP I NG FORKLI FT,10000LB, 54',TELESCOP I NG ILIFT,PERSONNEL,12',ELECT,2 MAN LI FT, P ERSONN EL, 20', DRIVABL E, ELE 615-5711 615-5721 C 600-5799 600-5850 600-5857 600-5852 600-5797 600-5866 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. 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. Xtreme 5919 Skytrak 6036 Xtreme XR842, Skytrak 8042 Skytrak 10054 r5onnel L 1 J LG 1230ES, Snorkel TM12 JLG 20MVL, GenieGR20 BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB JLG E300AJ JLG E400AN, GenieZ40/23N B00M,ARTI CU LATED,40', ELECTRIC, NARROW BOOM,ARTI CULATED,45', ELECT a BOOM,TELESCOP I NG, 40', DSL, 4X4 BOOM,TELESCOP I NG,45', DSL, W/J I B BOOM,TELESCOP I NG,60', DSL,4X4 JLG E450AJ, Genie Z45/25J DC I/Propane JLG 400S, Genie S40 Snorkel TB471, SkyjackS145T JLG 600S, Genie S60, Snorkel TB60 JLG 6605J, Snorkel TB66J BOOM,TELESCOP I NG,66', DSL, W/1 I B,4X4 All reach boom lifts larger then 66' please call for quote. Account#265218 Contact #: 425-241-8004 Effective Date: 9/1/18 Rates Expire: 6/30/19 Daily Weekly 4 Week 115 165 $ 165 $ 250 325 325 345 575 575 185 $ 475 $ 795 195 215 $ 285 $ $ 450 515 $ 720 $ 865 990 $ 1,500 347 $ 941 $ 2,500 140 $ 495 I $ 195 340 365 595 $ 1,175 $ 1,275 885 $ 1,595 $ 1,925 2,350 485 $ 1,575 $ 3,250 $ 105 $ 200 $ 350 $ 125 $ 250 $ 400 I 1 200 $ 800 $ 1,475 325 $ 900 $ 1,575 325 $ 900 $ 1,575 350 350 $ 420 895 895 $ 1,095 $ 1,625 $ 1,625 $ 1,995 $ 420 $ 1,095 $ 1,995 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. Ahern Initials _ Customer Initials _ Pagel of 1 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 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 CONSTRUCT)ON 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 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 6412NB 134 - 1/2" No Bead L Metal CJGWB Control Joint for GWB #093 USG LWAP Lite Weight All Purpose Joint Cornond 3.5 gal; LWTAPING Lite Weight Taping Joint Compnd 3.5 gal PTAPE 2-1/16" Paper Tape 500'/Roll X58 5/8" Type X GWB X58H1 5/8" Type X High Impact GWB X58MMR 5/8°' Type X Mold & Moisture Resistant GWB X58DURO 5/8" Type X Cementitious Backer Bd 400CH-33 4" 20 Gauge Shaftwall Stud 400JT-33 4°' 20 Gauge J Track X1SWLGLAS 1°' Fiberglass Shaftwall Liner Wallboard BULLET3 Ballistic/Bullet Panel - Level 3 Bullet Strips Level 3 strips 300A300-54 3" x 3" framing angle 16 GA LF Track 1000 LF 1044 LF Track 1000 LF 1380 LF Track 1000 LF 1651.2 LF Track 1000 LF 2403.6 LF Studs 1000 LF 718.8 LF Studs 1000 LF 1380 LF Studs 1000 LF 1183.2 LF Track 1000 LF 661.2 LF Track 1000 LF 903.6 LF Each 1000 LF 331.2 SF Sheets piece 95.58 EA Boxes container LF Boxes 1000 LF 364.0 LF Boxes 1000 LF 364.0 LF Boxes 1000 LF 364.0 EA Box container 1 EA Box container 11.82 EA Rolls container 4.8 SF Sheets 1000 SF 414 SF Sheets 1000 SF 1256.4 SF Sheets 1000 SF 594 SF Sheets 1000 SF 1098 LF Studs 1000 LF 1254 LF Track 1000 LF 864 SF Sheets 1000 SF 1038 SF Sheets piece 769.524 LF Each piece 0 LF Each 1000 LF 1170 1.82 BNBuilders April 24, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 031 — Feature Lobby Fixture Revisions Dear Ethan, In accordance with ASI 031 dated 3/20/20, BNBuilders hereby submits our proposal for the revisions to the feature lobby light fixture revisions. The total proposal of this subject work is negative Twenty -Two Thousand One Hundred Thirty -Seven dollars -$22,137.00. 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 5147 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (qeri.urbasAbnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) BlelBuildets 2601 4° Avenue, Suite 2830 Seattle, WA 9812'1 18 206.382.3443 8: 206.3813440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 031 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: ASI 031 - Feature Lighting Revisions COP #: 5147 DATE: 412412020 IBP 26.00 Valley lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment -$21,083.001 -$21,083.001 -$1,054.151 $0.151 Total Change Request -822,137.001 To the best of my knowledge and belief, 1 certify that all costs listed above are correct. Date Contractor Signature 5% "The Electrical Solution"t VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Revision to Lobby Area Lighting Removing Feature Wall LED Lighting and Adding Track Lighting. SL # DATE 418/2020 VE JOB # 19146 Time Ext Rqrd (days): 5 Addendum# RFI# VE CP # 023 Self Performed Work LABOR COST -25.74 hrs $96.12 $ (2,474.13) SUPERVISION 0.0% Ibr $ SAFETY 0.0% Ibr $ SMALL TOOLS 0.0% Ibr $ MATERIAL COST $ (18,609.04) EQUIPMENT COST 24' Scissor Lift Month $ SUBTOTAL COST: $ (21,083.17) OH & PROFIT - SELF 0.0% Subcontractor Quotes Quote Quote Quote Quote OH & PROFIT - SUBS SUBTOTAL DIRECT COST QUOTES: $ $ Bond Permit Fee BIM hrs $ 85.00 8.0% NOTE: 1) Proposal valid for acceptance within 30 days. 2) VVhile 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 19146 - CP #023 - ASI 031 - Lobby Lighting Revision.xls Contract # Page 2 of 2 Print: 4/8/2020 Description Qty Net Price U Labor U Total Mat($) Total Hours TF1 - LOBBY TRACK 6 0 E 1 E $0.00 6.00 TRACK LIVE END CONN SURF 1 0 E 0.2 E $0.00 0.20 TRACK STRAIGHT CONN SURF 6 0 E 0.18 E $0.00 1.08 TRACK FIXTURE HEAD 6 0 E 0.03 E $0.00 0.18' LV SWITCH RTS 5 IV 1 0 E 0.1 E $0.00 0.10 F1 -4 0.01 E 0.75 E ($0.04j -3.00' FIBER OPTIC TERMINATION -202 0 E 0.15 E $0.00 -30.30 LIGHTING QUOTE 1 -18609 E 0 E ($1 ,609.00) 0.00 SUB COORDINATION (As Needed) 0 1 E $0.00 0.00 POSTING/RECORD DWGS 0 -1.287 E $0.00 0.00' CLEAN UP (.5% Lbr) 0 -0.1287 E $0.00 0.00 TESTING (75% Lbr) 0 -0.19305 E $0.00 0.00 WARRANTY (As Needed) 0 -0.2574 E $0.00 0.00 Totals: ($1 ,609.04) -25.74 CONFIDENTIAL Date: Apr 7-202Q [uOt8:GRASB2O-18245-8 works to your advantage Project Tukwila Justice Center Lighting Location Tukwila WA Quote GM8SU20'18245`3 For 10' �"V ' ""'°"^^ T"thill Bid Date Apr 1 2020 Valley Electric 1100 Merrill Creek Parkway Expires May 1.2O2O Everett WA 98203 QTY Type MFG Part F1 SPEC -1 F1 VISUAL LOT TYPE F1;FIBER OPTIC LIGHT FOR FEATURE WALL C/O: Total for: F1 SPEC F1ALT1 1 r1ALT 1 L8| NOMINAL 08'8TRA|GHT1CKTSURFACE MOUNTED TRACK C/O: Line Note: *STANDARD ELYD|MM|NG^ S p|Acr\ LS| 61230 ~12FTTRACK* BLACK FINISH 1 F1 ALT1 L8| 61220 ^OFTTRACK* BLACK FINISH 1 F1 xcr1 LG| 61200 *END FEED* BLACK FINISH 1 F1xo'1 L8| 60203 *END CAP* BLACK FINISH 4 F1 AcrI L0 61204 °GTRAlGHTJO|N|ER` 0 p/Ac[1 LG| BPM'C06-15-9030'N'00'TE'277-B PROJECTOR SERIES TRACK HEAD Total for: F1 ALT1 ADD LINEAR SPREAD LENS S5 S Ss HKLTG LOL Total for: ADD LINEAR SPREAD LENS S5 CONTROLS CHANGE ENOEL EN-WG-2B-ZB-WM WIRELESS 2BUTTON SWITCH 0 ���� �� �m�.��q�� Page 1/8 Graybar Electric Company, (pC 1919 6th Avenue South Seattle WA 98134 From: Will Hoban Quoter Ph: email: william.hoban@graybar.com $1s,1Vno0 GraybarElectric Company, Inc. Will Hoban page1/8 Date: Apr 7, 2020 Quote: GRASB20-18245-3 works to your advantage Project Tukwila Justice Center Lighting Location Tukwila WA Quote GRASB2048245-3 QTY Type MFG Part '1 ENCEL Em'vvCM'ZB WIRELESS CONTROL MODULE 1 ENCEL EN'PODM'G132 PHASE CUT DIMMING MODULE Total for: CONTROLS CHANGE 011 ���� KU�� te Page 2/8 Graybar Electric Company, Inc. 1919 6th Avenue South Seattle WA 98134 From: Will Hoban QQoter Ph: email: william.hoban@graybar.com Total: 018,609.00 Terms and conditions of sale: Terms &Conditions 1'ACCEPTANCE OFORDER; TERMINATION ' Acceptance ofany order iasubject to credit approval and acceptance oforder byGrayborElectric Company, Inc. ("Graybar") and , when applicable, Graybar's suppI iers. If credit of the buyer of the goods orservices ("B«yer")becomes �hohghttotormin�euponnoboe�oBuyera»d unoat|e�ootory1oGrayUar.uroyoorreserves without liability to Groybar. 2.PRICES AND SHIPMENTS .'Un|oaoothenwuequotod.prioeoforgoodeahaUbeth000|n effect a1time of shipment, which shall be made F.O.B. shipping po1nt, prepaid and bill. Unless otherwise indicated in the applicable quotation or statement ofwork, prices for services shall bethose \n effect a1the time ofcompletion. The contract price for goods and orservices shall be increased bythe amount ofany applicable tariff, excise, tee, aoaeoonlent. levy, charge o[duty cdany kind whetaoovnr, impqsed, oaaeaood or collected byany governmentalbod\\whctherornotrof|eu1edin1ha costs charged toGnuybor.and Graybormay increase its cost for goods and orservices appropriately totake into account such increases ln Graybar's costs. 3. RETURN OF GOODS - Credit may be allowed for goods returned with prior approval. A deduction may bemade from credits issued Vocover cost of handling. Returns will not boaccepted for services orany material which has been modified at the request oforbyBuyer. \naddition, nocustom orders may bereturned. 4.TAXES - Prices shown donot include sales orother taxouimpoeedon1heua|eofgooda or services. Taxes now orhereafter imposed upon sales, i will added Buyer agmoatoreimburse ob\pm�ntaornorxooaw be � Grayba,for any such tax orprovide Graybarwith acceptable tax exemption certificate. \ not b accountable for delays jndelivery ocoo�onod � 5,DELAY |NDELIVERY ' rayboron e byacts ofGod, failure ufits suppliers toship ordeliver on time, or other circumstances beyond Graybar's reasonable control, including, but not limited to, sourcing,shipment ordelivery issues caused by, related to, orresulting from OOVlD'19orother similar national orglobal health situations. Factory shipment nrdelivery dates are the best estimates GrayUarElectric Company, Inc. Will Hoban PoQa2m • ocu ent 71 Architect's Supplemental Instructions TM - 2017 PROJECT: (name and address) 73-17158-00 City of Tukwila Justice Center Tukwila, WA 98188 OWNER: (name and address) City of Tukwila 2600 Southcenter Blvd. Tukwila, WA 98188 CONTRACT INFORMATION: Contract For: General Construction Date: March 20,2020 ARCHITECT: (name and address) DLR Group Inc. (a Washington Corporation) 51 University Street, Suit 600 Seattle, WA 98101 ASI INFORMATION: ASI Number: 031 Date: March 20, 2020 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 31 - LOBBY LIGHT FIXTURES DRAWINGS Sheet E1.IB — LIGHTING PLAN, FIRST LEVEL — AREA B • Delete Fl fixtures and associated wireless control module. • Note L14 revised to apply to lighting track switch • Added wireless switch in vestibule to conference rooms to control lighting track TK. • Delete Section 1/E6.2 Sheet E I.2B — LIGHTING PLAN, SECOND LEVEL — AREA B • Delete Section 1/E6.2 • Added Track TK1 and (6) TFI fixtures. Circuited track to existing lighting circuit in south conference room. Added phase dim control module for track. • Added notes L15-L17. Sheet E6.2 — ELECTRICAL DETAILS • Deleted detail 1. • Added Phase Cut Dimming Module (PCDM) to lighting control to detail 4 Wireless Lighting Control Design Intent. Sheet E7.1 — LIGHTING SCHEDULES • Deleted type fl (not clouded) wiring • Added track type TK1 — note: 277V shown. Contractor may use 120V if easier to circuit given existing • Added track fixture TF1 • Added Linear spread lens for S5 fixtures. Orient lens vertically ISSUED BY THE ARCHITECT: DLR Group, Inc (a Washington Corporation). ARCHITECT (Firm name) SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE March 20, 2020 DATE AIA Document G7IOTM — 2017. Copyright © 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: Thls AIA® Document is protected by U.S. Copyright Law and international Treaties. Unauthorized reproduction or distribution of this AIA® 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 1808.09 ET on 03/20/2020 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale, User Notes: (3B9ADA3D) P L © 0 C3 PS nt, LIGHTING PLAN, FIRST LEVEL - AREA B SME UR NORTH KEYNOTE LEO KEY PLAN CONFORMED SET LIGHTING PLAN. FIRST LEVEL -AREAS 0 EI 0 0 0 0 E o 'El EI EI El ID o EN LIGHTING PLAN, SECOND LEVEL - AREA B 6 1/14 WI *OS II 0 LEGEND NOTES EMOTE LEGEND KEYNOTE ,is 1.4103,0/104 rcwuwn roMMISE 91.801,13/11.5 11 KEY PLAN CONFORMED SET m,s 711715860 LIGHTING PLAN, SECOND LEVEL AREA S E1.2B ....sm. Errts.o.. 5.05.0.845vapo.OPOATEIYONSPOO 1..001 SEP.IPS KOLIRE.5.504,01.40E cOorns 554.10101EMEM WIRELESS LER. SLx Worm. YORIEST .1511.441.1.15-841.ESAPO SER. PAT SMORT.PPLAM OVOIMPESDETER54.013.1.8544 conTROP,...401.18,04MMTESPOASPED.4 5.442411PORFAS PNIT.E5 POW. RP P.D. PMNERIPM.At LOSs OP P.. REATTOMEDEPT.Por EITOPES COROPOIPull WAS MOOPPIc POOMPTPRPEOMOMPECTED.PETOMMPER ONAVAMPAERSREOUREWOPS [TA =11:S=g8=TTEVOLLI="' cOORmaySTEIT WIRELESS LIGHTING CONTROL DESIGN INTENT UONTINO RELAYS TS1241/217 AREA: A RELAY PANEL CKT LOAD DESCRIPTION 101TERIOR WALLPACKS 1E101 OR WALLPACKS BAG 3 4 NOTES 3 MAYS AREA: B RELAY PANEL CKT LOAD DESCRIPTION ECENVOR LPACKS E/TFEEION WHLPACKS ENG NOTES 3 UGH E YS AREA: C RELAY PANEL CKT LOAD OESCRIPTION NOTES EKTEFOR WALLPACKS ENTER00WALIPACKS ESC LIGHTING CONTROL PANEL SCHEDULE NOTES 1 0101/ 81141,1118 2 SEE DRAWING FOR PHOTOCELL CONTROL ZONES 3 DAM To OuSK ouT20011PHoToCELL C0111NOL 'n. COURT SECTION RT—ITT4- SWITCH 0 COURT ELEVATION OS L1 42 L3 L4 ROOM 'VARIES "VARIES 'VARIES 'VARIES COURT ROOM C135 BUTTON 60C 8107. GONE B 2 1 1 2 FUNCTION TYPE OFF ON OFF OTTRAISE OFF&OWEO SCE ON/OFF 5 RA1SE/LOWER 2 SCENE SC EOC B107, CONE A SE 2 OFNLOWER ON/RAISE 2 OFF/LOWE 01100 CONTROL SWITCH SC000LLE CONTROLS ZONES /ENTIRE ROOM .ENTIRE ROON1 /ENTIRE 110051 .ENT1RE ROOM /ENTNIE ROOM /ENTIRE ROON1 a,13 a,b 21 22 ENGRAVING ON OF ON 2322 Z3 z3 Z5 ZS ON OFF 33% 67M WALL ALL 011/OFF ON OFF ON 001 DIRECTION ALL ZONES ON TO I TUB/. ALL ZONES OFF TURNS ZONE ON TO T00% / RAISES OUTPUT OF ZONE lU?SSZONE0N0FF!L0WE0S0P0FZ000 SETS OUTPUT OF ZONE(S) TO 3356 SETS OUTPUT OF ZONE(S) TO 67M SETS OUTPUT OF ZONE to TO 25%, TURNS ZONE a OFF TOGGLES ZONE(S)ON/OFF RAISES/LOWERS OUTPUT OF ZONEIS) TOGGLES ZONE(S) ONOFF TOGGLES ZONEIS) °GOFF TOGGLES ZONE(S) ONOFF TURNS ZONE ON TO 160% )RAISES OUTPUT OF ZONE TURNS ZONE ON OFF I LOWERS OUTPUT OF ZO TURNSTURNSZONEONTO 1004k / RAISES OUTPUTOFZONE TURNS ZONE ON OFF / LOWERS OUTPUTOFZ050 INDIVIDUAL FIXTURE CONTROL BASISSIP DESIGN EN, -28 EN-WS-28 EN-WS-SC 5-CBK-W11 EN-WSZC 7000.041 EN- -28 EN- -28 TROOP SOSSCIPEDOSE MOOR POI IAD TOT FRS FOS FPS MAIMPACIPRER VAREPPOLD VAPP04.0 WPROS310 6015 8.1104TION MI DIODE PORE 11.1.4 POPE11.5.1 OP GRADE EIMMITURE FEED WAY COM5PE03 5 1 = 51514.001011 P.YESONAMMA.COMPTARTTEHIS SOM. TIME MON FLU. GRAY TADERATEMDEMOES OS. AV DIS TYPE ORM ST. DPP. 540j, 13/210 DOM. STOP TYRE OTT 11110.0511 04 14 5 r a CONFORMED SET 11508 MO- OD po "P.P. '4:75t '4.5t; ELECTRICAL DETAILS E6.2 EMMEN ESN 111 11 �E.EvwE mum MEI Emma immaa 110 GTE011T1,1Fl. mEltEEexEnivssurvm0.se07,10w.E°11^" wmaos INTERIOR LUMINAIRE SCHEDULE rn E7.1 BNBuilders April 30, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 428 - West Notch Grading outside Bifold Door Dear Ethan, In accordance with RFI 428 dated 03/30/2020, BNBuilders hereby submits our proposal to regrade the west notch of building for sidewalk placement. The total proposal of this subject work is Four Thousand Six Hundred and Fifty dollars $4,650. There is no impact on the 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 5149 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (Iustinek@soseaj.com) Geri Urbas (qeri.urbas@bnbuilders.com) Steve Schmitz (sschrnitz@dIrgroup.com) E-3121Builders 2601 46. Avenue, SL.11r.e 350 seatficA \NA 38.121 206.36223443 [3 206 332 3,140 BNBuilders Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE Survey and Re•ctrade concretellandscaPe in west notch per KPFF drawing provided through RFI #428. CCDIASI #: RFI 428 COP #: 5159 DATE: 4130 BP 31.00 Iliad lst-tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment 'Total Change Request To the best of my knowledge and belief, I certify that all costs fisted above are correct. Date Contractor Signature 1 $3,487.001 $3,487.00I $942.241 $221.461 1----17771) $4,650.001 5% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: RFI 428 CP #: 5159 Date: 4/30 Description Quantity Unit Prod. Al. Labor A.1. Labor Premium B. Material C. Equipment Hours $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs Surveyor 8 67.78 $ 542 $ - 50.00 $ 400 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Cost of Work A. $ 542 $ - $ - B. $ - C. $ 400 BNB .N.„„ders Subcontractor CP Breakdown Summary TJC Project No. SUBCONTRACTOR: Iliad Cost Event #: CP #: Document #: 72 DESCRIPTION OF WORK: Re -grade concrete/landscape in west notch per KPFF Date: 3/31/2020 drawing provided through RFI #428. I. SUBCONTRACTOR'S DIRECT WORK 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) 1,530 390 913 2,834 II. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ $ $ $ - $ - $ II. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) B. Fee on Subtier Subcontractor Direct Costs (Item H) 15% 8% 425.05 IV. SUBTOTAL V. TOTAL VI. UNIT PRICE TOTAL SUBTOTAL (Total of Parts I, II, Ill Above) Liability Insurance Bond Costs 5.80% 1% TOTAL (Total of Parts 1, II, III, IV Above) TOTAL Is 3,259 189 39.10 3,487 l$ COP Cost Breakdown Spec Section Total C Total C Project Name:. TJC ProjectNo. Subcontractor: Iliad Work. Description: Re -grade concrete/landscape in west notch per KPFF drawing provided through RFI #428. Cost Event.#: CP #: 72 Document # Date: 3/31/2020 Unit Price Description Quantity Unit Prod. Hours A. Labor B. Material C. Equipment 5/Unit Costs D. Contract Unit Prices Cost 5/hour Cost 5/Unit Costs 1 ea 8 71.46" $ 572 $ 5 5 - operator 1 ea 8 59.91 $ 479 laborer 1 ea 8 59.91. $ 479 $- 5 $ laborer 1 ea 8 $ 5 52.05 5 416 excavator loader 1 ea. 8 5 - 5 44.12 $ 353 $ 64 5 - tool truck 1 ea 8 5 - 5 8.04 5 5 - baser rock 13 ton $ - 24.00 $ 312 9.97 g. 80 0 - splas laser ea 8 $ 5 - 78 $ - 5 - splash pad rock 21 2 yd $ -. 39.00 5 5 - 5 - 5 $ - 5 5- $ $ $ $ - 5 - 5 - 5 - 5 - $ 5 - $ 5 - $ - $ - $ - 5 - $ - 5 - - 5 - 5 - $ - $ - 5 5 - y. - 5 - $ - 5 5 - $ 5 - 5 - 5. - 5 - $ - $ - g - $ - $ - $ - 5. - 5 - 5. - $ - $ - 5 - $ - $ - 5 - 5 - 5 - $ $ - $ - 5. - $ - ostofWork A. $ 1.,530 8. 5 390 C. $ 913 D. 5 2;834 ost of Unit Price Work D�R Group City nfTukwila Justice Center 73-17158-00 TIC RB#428_West Notch Grading outside Bifold Door RFI o��ssmr: m�|o� Tnxws�n-m�zo� v�x' [nfoExchange JRPOS� Answered �ussnom: pnom _ ' m*ws --�� —� MicheUe]avan ' To mxme .— -- � Bill Brown Please reference the following drawings and photos. On the west side of area the ding plan shows as|npe decline from South to North of O -' ' 7/8"between the two mar marked d pon' i ts Following this slope along the building,this causes asignificant drop-off when exiting/enteripgthebif»|d door. Please confirm this isthe intent oradvise ifconcrete should beflush with bifn|d door. If concrete grade is to change per plan, please provide updated elevations. Response (Answered) from: Michael werseth(KPFF Consulting Engineers (WA)) Please see attached KPFFresponse. | C[mvp�m, DLR Group | ��«n^m, -- 8NBui|ders | BrennaChrstensen ! BNBuUders / EphrannHarsh ! BNBUiden; ' Shiels{}b|etz Ethan � ' Johnsen _eNiAll_-__' ----�--- swxu bill. brown @bnbuilders.c om 'ersxcom omt--__--_� 306-461- � / 6065x736O65 � 206-382-3443 206-382-3443 |206-382-3443 ethanb@mzsaa.com 206-838-3705 mmns Jeff Clark Miche|e]avan -_ - - Steven Schmitz '- - TanasYaremchuk EINTS | oTY � D*Teo co�pA BNBuilders BmBu |ders ! DLRQroup � DLRGroOp BNBuilders oxTs 3y30/2020 02134 sn�� ' pxowe |gariurbas@bnbui|ders/c | |om �- ]effl]ark@bnbuUders.c .om _ sschmitz@d|rgroup.cUm taras.yaremchuk@bnbui 206-382-3443 . |206-382-3443 2O6-461- 6065x736O65 - —- 2O6-461- 206-382-3443 sC4lE \ szzs �'II LE �- - T]CRFl #428_VVestNotch � 3/ U Grading outside Oho|d i | Page2of7 Request for Information BN0mi|ders Tukwila Justice Ct Construct. 15005Tukwila Inter. Blvd. Tukwila, WA 98188 Date., March J4,ZOZ0 �l�m��d���iU�ronvn smbnnh�dT�Steve Schm�z 8NBuilders, Inc. 26011th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 D0Grop, Inc 51 University Street Suite608 Seattle, WA 98101 Te|:2OO.461.6oOO pax:ZOb.401.6049 Subject, West Notch Grading outside8|fn|d Door D8oio&ve: Civil BNB Project#118021~100 Subcontractor RF1Aa Subcontractor Date Required: 3/31/2020 Question n u/ewostdenfanea�thegmdngp|anshmwsas\opededinefmmGou| Please reference the fnU»wingdrawings and photos O | | the buUd!ngthis causes asigniMca»td'oP»ffwhen toNo�hof87/9'hetweenthe two marked P»�t F«|!«w�9th�s»peamng « �a should e�dng/enteringthe bihddduo� Please confirm this iathe intent oradvise |fconcr Ifconcrete grade 1s0ochange per plan please provide updated elevations Answer Revise grades as shown \Othe attached sketch to eliminate drop-off @1bi-fo|ddoor threshold and maintain positive drainage in sidewalk area. [8 RetZ|aff.KPFF,O3/25/2U2U1 Answered by: Date Answered: Copies n�oom9any8Contact Fax Notes Page 1of1 Rock splash pad at '.flow entrance—+ + +/ + +-„+'-+++ r' t"+Grade swale to cs +F}' ,drain to bioretention STA. 25+10.63 242.39' RT EL=341.11 BOTTOM EL=338.09 GRADI AWAY FFE=340.00 STA. 24+42.74 182.36' RT EL=340.93 0 GRADE BREAK - HIGH POINT 0 GRADE BREAK - LOW POINT BN Builders May 4, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 032 - Police Intercom Dear Ethan, In accordance with ASI 032 dated 4/16/2020, BNBuilders hereby submits our proposal to relocate the intercom to police pedestal intercom station. Scope includes survey, excavate, install, and backfill conduit and pedestal. The total proposal of this subject work is Four Thousand Eight Hundred and Seventy-nine dollars $4,879. There is no 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 5153 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.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 032 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5153 DATE. 51412020 DESCRIPTION OF CHANGE: relocate the intercom to police pedestal intercom station. Scope includes survey, excavate, install, and backfill conduit and pedestal. BP 26.00 Valley BP 31.00 Iliad lst-tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment $1,646.00 $2,294.00 $3,940.00I $706.68 $232.331 -$0.01 'Total Change Request $4,879.00 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: ASI 032 CP #: 5153 Date: 5/4/20 Description Quantity Unit Prod. A.1. Labor A.1. Labor Premium B. Material C. Equipment $/Unit Costs Hours $/hour Cost $/hour Cost $/Unit Costs Surveyor 6 67.78 $ 407 - 50.00 $ 300 $ - $ - $ - $ - - - $ - $ - - $ - $ - - $ - - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - - $ - - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Cost of Work A. 407 $ - $ - B. - C. $ 300 "The Electrical Solution" VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: ASI 032 - Added pedestal and new location for intercom. .---- SL # DATE 5/412020 Addendum# VE JOB # 19146 Time Ext Rqrd (days): 5 ---. -----. 12F1# VE CP # 024 Self Performed Work LABOR COST 7.91 hrs $96.12 $ 760.31 SUPERVISION 0.0% Ibr $ SAFETY 0.0% Ibr $ 0.88 SMALL TOOLS 0.0% Ibr $ MATERIAL COST 67 EQUIPMENT COST 24' Scissor Lift Month $ SUBTOTAL COST: $ 1,431.19 $ 214.68 OH & PROFIT SELF 15.0% Subcontractor Quotes Quote Quote Quote Quote SUBTOTAL DIRECT COST QUOTES: OH & PROFIT - SUBS 8.0% Bond Permit Fee BIM hrs 85.00 TOTAL CHANGE PRICE: $ 1,646.00 I 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 #024 - ASI 032 Police Pedestal Intercom Station Description 1" CONDUIT - PVC40 INTERCOM CABLE PEDESTAL Qty 100 300 1 Net Price 70.47 252.5 524.66 Labor 3.68 10.77 1 Page 1 of 1 Print: 5/4/2020 Total Mat($) $70.47 $75.75 $524.66 SUB COORDINATION (As Needed) POSTING/RECORD DWGS CLEAN UP (.5% Lbr) TESTING (.75% Lbr) WARRANTY (As Needed) 0 0 0 0 0 CONFIDENTIAL 0.39555 0.039555 0.0593325 0.07911 E E E E $0.00 $0.00 Total Hours 3.68 3.23 $0.00 $0.00 $0.00 Totals: $670.88 1.00 0.00 0.00 0.00 0.00 0.00 7.91 Sales Quote S-QUO5957 May 4,202O Page 1/l Valley Electric Co 11OOMerrill Creek Parkway Everett, VVA982O3 USA Salesperson Glenn Groesbeck Payment Terms Credit Card No. Description 5V[-CSTM Custom Steel: 66TOVV~VALOOl'CRS Josh Decker/joshd@velectric.com Amount Subject to Sales Tax Amount Exempt from Sales Tax Ship -to Address Valley Electric [n Josh Decker 11OOMerrill Creek Parkway Everett, VVA98ZO3 USA Shipment Method Destination Quantity Unit l Each Pedestal PRO, LLC 947VVSOON 5TElOI Undnn,UTD4O42 Valid to June ]\ZDZ0 Unit Price Subtotal TotalTax Line Amount mpo@psocsrALpmozom BNB BNBuilders Subcontractor CP Breakdown Summary TJC Project No. SUBCONTRACTOR: DESCRIPTION OF WORK: Iliad Trench and backfill for new electrical conduit per ASI 032 SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: 80 Document #: Date: 4/23/2020 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) II. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs II . FEE Breakdown Per Contract A. Fee on Direct Work (Item E) B. Fee on Subtier Subcontractor Direct Costs (Item H) 8% IV. SUBTOTAL Liability Insurance Bond Costs V. TOTAL VI. UNIT PRICE TOTAL SUBTOTAL (Total of Parts 1, 11, Ill Above) 5.80% 1% TOTAL (Total of Parts I, IL III, IV Above) TOTAL 1,148 717 ,864 Direct Cost Fee $ $ - $ - $ 15% 279.67 1$ 2,144 I 1241 25.73 1$ 2,294 1$ COP Cost Breakdown Project Name:. TJC Project No. Subcontractor: Iliad Work Description: Trench and back ill for ne ectrical conduit per ASI 032 Cost Event#: CP #: 80 Document# Date: 4/23/2020 A. Labor B. Material C. Equipment D. Contract -Unit Price S Cost - Spec Quantity_ Unit Prod.. Unit. Prices Hours Sfhour Cost S/Unit. Costs S/Unit Section Description Operator 6 6 71.46 59.91 S 429 $ 359 S $ $Costs $ - Laborer 6 59.91 $ 359 204 $ - Laborer Excavator 6 $. - $ - 33.93 44.12 $ $ 265 Loadlco B5 6 $ - 8.04 $ 48 S Loader 6 $ - $ - $ 60 $ - Tool Truck RotaryGrade laser $. 9.97 $ 140 6 $ - $ - 23.40 $ ' $ - $ - $ - Compactor Plate6 $ - $ - $ - 5 - $ 5 - $ - $ $ - $ $ - S - $ $ $ $ - - $ - $ $ - $ - $ $ - $ $ $ - $ S - $ - $ - $ - $ - $ - $ $ _ $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ $ $ - B. $ $ - C. $ $ 717 $ - -Tar $ 1,148 r...�i Pest. A. elfWerk $ D. IT a Total Cost of Unit Price. Work. ` �I � � � A�~°=°e=°~"S=pp._..~..~~.~.~t_-__-- PROJECT: (name and address) 73'17158-00 City cfTukwila Justice Center Tukwila, VVA98l88 OWNER: (name and address) City of Tukwila Z800Soum:ente,Blvd. Tukwila, WA 98188 CONTRACT INFORMATION: Contract For: General Construction Date: `April l6,202U ARCHITECT: (name and address) DLR Group Inc. (a Washington 51 University Street, Suit 600 Seattle, WA 98101 ASI INFORMATION: Date: April 16,2020 CONTRACTOR: (name and address) BNBuxuoo 2801 Fourth Avenue, Suite 35O Seattle, WA 98121 The Contractor shall carry out the Work inaccordance with the following supplemental instructions without change in Contract Sum orContract Time. Proceeding with the Work ioaccordance with these instructions inuicmosyou, acknowledgment that there v,i||»nnochange inthe Contract Sum orContract Time, (Insert odetailed description orthe Architect's supplemental instructions and, if applicable, attach orreference specific mmmus) Description: Relocate intercom mpolice pedestal intercom station and revised Sheet 3E1.lA. DRAWINGS VOLUME 2OF2 ITEM NO. I SHEET ES1l-ELECTRICAL SITE PLAN -SOUTH A. Additional site pedestal for mounting of intercom station. Coordinate conduit connection with contractor. ITEM NO2 SHEET ` n. Provide aQuam A. Relocate intercom smtinn A8 pnmoemar/nrwo|| of Records Lobby A1U0tothe police pedestal intercom smuo CIS4/8 intercom, mounting enclosure SE7GVP, and conduit at the pedestal. Surface mount a fabricated metal back plate to attach the intercom enclosure mthe pedestal. K8ountmeintercom ut 48^AFGand incorporate ometal shroud mcover any exposed connection between the intercom housing and the pedestal. Refer to 6/SE3.1 and Electrical plans for additional details. Coordinate raceways and intercom mounting with the Electrical contractor. ITEM NO. 3 SHEET SE3J-SEC. ELEC,LARGE SCALE PLANS A.Add detail 6.Police Pedestal Intercom Station msheet. A3|-32 ATTACHMENTS Drawing Attachments Drawing SHEET ES1]-ELECTRICAL SITE PLAN -SOUTH Drawing SHEET SEl]A-SEC. ELEC. PLAN, LEVEL l-AREA A Drawing SHEET SE3J-SEC. ELEC,LARGE SCALE PLANS ISSUED BY THE ARCHITECT: DLR Group, Inc (a Washington ARCHITECT (Firm name) SIGNATURE Erica Loynd, Project Manaqer PRINTED NAME AND TITLE AIA Document G710— — 2017. Copyright (D 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIA' Docurn nt is protected by U.S. Copyright Law and Intemational Treaties. Unauthorized reproduction or distribution of this AIA" 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 18:58:38 ET on 04/16/2020 under Order No. 8182007020 which expires on 04101/2021, and is not for resale. (3139AIDA41)) User Notes: EN SECURITY ELECTRONICS PLAN, LEVEL 1 - AREA A 31033331-1 SEM {3.33331111033439 .1333111313.34g0 ka3333,03,33.31.23 __330,30031 333330333.33330, .1.3.1.31,13331.133E ©A117 CONTROL STATION VIEW NAL V33• 1303 LEGEND NOTES r=aBLE lofsc eurrtsnomoro rums. 3 13103333333.13051:E.1.4133133Ecou3.3333d.ME 3.04333333133.4.3,553333.01..M433. 311333 3.133:33 S 333.3.51313333 33F 4030.31.433314.3.31113.3330 '''''''133131''''===13.133330133, .333133.3313031 2"4'. KEY PLAN cc LLJ z w Lil (i) < 2 8 , o- - DRAWING PACKAGE V2 11331313. 131201.3 p.3333.3 5 C5 555, 71-17153-043 SEC ELEC. PLAN. LEVEL 1 - AREA A SE1.1A COURT SALLYPORT VEHICLE GATE ENTRANCE#2 VEHICLE SALLY PORT, UNLOADING AREA OVEHICLE GATE ENTRANCE #3 10.0 MAIN VEHICLE GATE ENTRANCE 5.011.1 FRONT VIEW POLICE PEDESTAL INTERCOM STATION WYE , SIDE VIEW 11 LEGEND NOTES Etr0.17101111.1=0.11iSPAL BE TIEC 5E1 CA 41117.11741.1.5171.5. rn r4.1 Q DRAWING PACKAGE #2 SEC. ELEC., LARGE SCALE PLANS SE3.1 BNBullders May 13,2U2U Shiels{}bletzJohnsen Attn: Ethan Bernou 101Yen\erWay Suite 6OO Seattle, yVA981O4 RE: BNB Cost Proposal for RFI 370 - Sally port Fence Mounting Dear Ethan, In coondmnmawith RF\J7Odated 2/G/2U2O.BNBuihjer henebyoubmdoourprnposm/no fabricate and install mounting saddles for the sally port fence posts along the South reta . ining vvoU. The totalof bectvvorkio Six Thousand Eight Hundred $6,835.00— ''-' . There ismzero day impact to the Project Schedule. BNB has proceededwith the revised design aadireotedandthernfnpe acceptance of this proposal. Please acknowledge your acceptance of this proposal reference 5154inthe forthcoming change order. Sinoerely, Jeff Clark Project Manager CC: Justine Kim oucdinek@aoea j.com) Geri Urbmo/geri.urban@bnbuiide, Steve Schmitz (oachmitz@d|rgroup.com) Thirty Five dollars requests your prompt BNBuilders 2601 4th/venue. Guitau5V Seattle, VVASa121 T:206.3828443 BNBuilders Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: fabricate and install mounting saddles for the sally port fence posts along the South retaining wall. CCD/ASI #: RFI 370 COP #: 5154 DATE: 511312020 BP 32.31 Gates & Fencing 1st -tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment 6,509.14 $6,509.141 wool $325.461 $0.401 Total Change Request $6,835.001 To the best o my knowledge and belief, I certify that all costs listed above are correct. Date Contractor Signature Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 370 COP #: 5154 Contractor Name: BN Builders DATE: 511312020 DESCRIPTION OF CHANGE: Fabricate saddles for Sallyport Fence post. Core holes though South wall for the placement of through -bolt of mounting saddle. 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 Total Subcontractor Direct Costs + Mark-up + Labor Premium Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) 'Total Subcontractor Change Request To the best of my knowledge and belief, I certify that all costs listed above are correct. Dale Contractor Signature $594.081 $0.00 $0.00 $594.081 $89.11 moo' $683.191 $5,394.401 $431,551 $6,509.141 15% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders. Inc. Work Description: CCDIRFI: RFI 370 C P p: 5154 Data:. 5/13/20 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material C. Equipment $/hour Cost. $/hour Cost $/Unit Costs $/Unit Costs Cleanup of wall from coring penetrations 8 74.26 $ 594 $ - $ - $ $ - $ $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ _ $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ $ _ $ _ $ - $ - $ - $ - $ - - $ - $ - $ - $ $ - $ _ $ - $ - $ - $ $ - $ - $ $ - $ - $ - $- $ - $ - $ - $ - $ - $ - $ - $ - $ Total Cost of Work A. $ 594 $ -. $ - B. $ - C. $ - \*0 COMMERCIAL FENCE CORPORATION (\/3 Phone: 206-767-7433 • Fax 206-767-9051 r 14420 Des Moines Memorial Drive S. • SeaTac, WA 98168 Change Order Proposal Worksheet Date 6-Mar-20 Project/ Job: Tukwilla Justice Center Contract No: Contractor: BNBuilders Requested By: Bill Brown Submitted By: Eric Duke 206-767-7433 COP/CCD/RFI: CFC CO No.: 1 Description Add 11 ea. architect designed saddled at sally port fence on wall. Materials $3,256.00 Concrete $0.00 Equipment $0.00 Direct Labor Cost $0.00 Small Tools (2% of Labor) $0.00 Subtotal $3,256.00 Overhead and Profit 15%' $488.40 Total this Change Proposal $3,744.40 'Building Success Through Commitment" iv'ARUFACT'URINC CORPORATIONN, tMC 14ETALCO PRODUCTS DNISION 1065 Sill Ave, Aurora, IL 60506 Commercial Fence Corporation 14420 Des Moines Memorial Drive S. SeaTac, WA 98168 Dan Weber QTY Date: 3/4/2020 Sales Order Nr.: MFR44912 Change Order Nr.: PROJECT Tukwila Justice Center DESCRIPTION COST TOTAL 24 Base Contract Contract amount to date before change orders Change Order 1 Add On Added base wall mounting plates to posts Slide gate, change from 24' to 28' Supply additional attachment clips w. self tapping screw Change Order 1 total 125,547.45 125,547.45 125,547.45 95t700 87.60 4,293.60 TOT L $129,841.05 Unless otherwise agreed in writing above, Buyers down payment of 50% is due with acceptance of this sales order. A signed original of this sales order and the down payment are required to proceed with this order. All deliveries are C.O.D and FOB Seller's facility in Aurora, IL. The balance is. payable C.O.D. by certified check. Sales tax, installation, pipe sleeves and anchor bolts are excluded. Seller requires approximately 6-12 weeks for delivery following Seller's receipt of approved shopdrawings from Buyer: Except otherwise provided, this order is non -cancelable. This sales order is subject to all terms and conditions set forth on the reverse hereof. Signed at Aurora, IL SELLER: Signature BUYER' Print Name Title Date Signature DATE 5/1/2020 TO: TI ATTENTION: Evergreen Concrete Cutting, Inc P.O. BOX 1751 Sumner, WA 98390 800-480-1494 BNBuilders, Inc. 2601 4th Ave, Suite 350 Seattle, WA 98121 Bill JOB ADDRESS: Tukwila Justice Center Tukwila Bill.brown@bnbuilders.com Customer Phone Customer Fax Customer Email Estimate Prepared By Admin Inttals 206-382-3443 206-382-3440 Jeff Bittner AB DESCRIPTION QTY COST TOTAL 22) 1 1/4" Core Drill Holes, Drilled 8" Deep Retaining Wall 4' High (Price is Good if Evergreen Can Anchor to Wall, and Customer to Mark Both Sides of Wall) Total Bid Price Includes Core Drilling Only. Work to be Performed in 1 Mobilization, During Normal Business Hours (Monday -Friday, 7AM- 3PM). Customer Is Responsible For All Layout, and Protecting All Vital Areas Into, Out of and Around Cutting Area from Water and Dust Damage -Prior to Evergreen's Arrival on Jobsite. Customer is Responsible to Provide Parking Near Work Location for Evergreen's Trucks and Equipment, and to Provide Any Necessary Traffic/ Pedestrian Control. Customer is Also Responsible For Clearing Work Area to Provide Machine Access, Provide Any Necessary Locating of Utilities. Price is Good For Quantities and Description of Work Listed Above Only. Any Additional Work Will Be Billed Accordingly. 1,650.00 1,650.00 If You Accept This Estimate. Please Sign Below and Fax Back to 253-826-3953. Please Call to Schedule. $1,650.00 (10.0%) $0.00 TOTAL $1,650.00 CONCRETE CUTTING INC. Total Bid Price excludes water control and layout, stand-by time will be billed per hour, per man, unless otherwise stated above. Evergreen Concrete Cutting reserves the right to increase bid price accordingly, when cutting or drilling through excessive amounts of rebar, Evergreen Concrete Cutting does not accept responsibility for cutting or drilling into anything covered by concrete or asphalt. Bid Price does NOT include USL&H Insurance, unless stated above (additional charges will apply if required) We look forward to working with you! |DLR Group oul�mup �uesTuzw: mxswsn` FROM mxuc Michelle Javan m � mmns � E0U8rown DESCRIPT10N OF |QTY oA-rau - Cityoflukwi|a]usbceCenter 73-17158-00 TIC RB#37D_SaUypnrtMounting along South Site Wall RFI o�xwswcrTx�zo� 01926 2/6/202O 370 Info Exchange CurrenUy, there isaeec�onofthe South SaUyportfence de�gnedtobe located o'"the South retaining wall. The manufacturer for this fence has concerns "^sthatthesitewa||nnaynoTcurnsndyprovdeennugh �� structural capacity "t`o support this -typeoffence. Typical ly, the manufacturer recommends a 16" footing fnrthe 4x4post and the retaining wall |sonly 8'thick. Please provide direction for the smUyport fence along the South Site Wall. Response (Answoreu)from: Ivan Fanas(KPFFConsulting Engineers (WA)) The south site retaining wall has been designed toresist the loads imposed bythe fence. For attaching the fence posts tnthe top ofthe wall, please see sketch SSK-3Z. IF-KPFF U2-O6-202O � cOwP1� mv DLR Group (-oMP�wv [- - — BNBuilders }swAl/____�__�_ � � ewxzi. � bill. brown@bnbuilders.c / onl �— �T1TcmumBsn� - -TIC `-FI#I70_SaUyport | Mounting along South Site | ^'�-,^~-- | 'i VVaU.odf | PnOme � � 206-461- pn0wc 206-382~3443 � Pagel of2 Bill Brown (8NBui|ders) BrennoChhstensen (BN8u\ders) Dillon Webster (DLRG EphnarnHarsh (8NDu/\Oers) Ethan8ernau Johnsen) (Shie\sO�|ecz GehUrbas (BN8ui|ders) Jeff Clark (BNBui|dera) Sabrina Ames (DLRGroup) Steven Schmitz (DLRGroup) zo' oz92~ PageIofZ Request for Information RFI No: 370 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: January 23, 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: Sallyport Mounting along South Site Wall Discipliner Architectural Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor Commercial Fence Corp Subcontractor RFI Nix Question Date Required: 1/30/2020 Currently, there is a section of the South Sallyport fence designed to be located on the South retaining wallThe manufacturer for this fence has stressed concerns that the site wall may not currently provide enough structural capacity to support this type of fence. Typically, the manufacturer recommends a16" footing for the 4x4 post and the retaining wall is only8" thick. Please provide direction for the sallyport fence along the South Site WaIl Answer The south site retaining wall has been designed to resist the loads imposed by the fence. For attaching the fence posts to the top of the wall, please see sketch SSK-32. IF - KPFF 02-06-2020 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 1 MATCH EXISRND GRADE At EOM CC LMNO AND OVEMAV \\ \\.s , MATCH IIRJTARY ROAD ORME AT BACK OF DOEWALN (10P) \ 110 \ 1 \1 • \ I \ 1\ 1 NARA NOTARY ROAD GRADE AT PROPWY UNE 11% NATO( 00511140 GRADE AT PROPERTY 2010 AD4ST VAULT HAM 10 It MR ENSUED GRADE 4.00 I09T01 GRADE AT USING FLOW UNE YAM USING GRACE AT EDGE M MVO AND OVERLAY 94 GRADING NOTES I. 4E DT.00 FM GEIER& ma NOTES CGAINACTOR MALL COORDINATE PROlECRON AND ADAMMENT IT ALL UTIUDES AND UllUlY STUD/RES NTH KING CORNY WATM MIAMI 125 AND VALLEY 1AEW SEVOI DISTRICT. FLAG NOTES 0 GRADE MEM - HICN PCNT 0 GRADE MEM - Low PONT GRADING LEGEND BUILONG OUTUNE 00 DAM CONTCUR 00 MN CONTOUR GRADE BREAK SPOT ELEVADX4 SURFACE SISPE FACE Ce CNS EOCE CF PMSIDIT PER PLAN KO( PONT SHORT RADII WORK POINT NTS Call 811 datemdayi KEY PLAN 09/13/2019 CONFORMED SET tssue 05 la .Is Pats „ 1 Prget,Ilmer 170.3 GRADING PLAN - SOUTH C7.00 1141.E.1 SITE RETAINING WALL SECTION O PLINTH SECTION SECTION A -A �ESNOTE` a TIES g 1=05c Own vEnrs VC POLE F 00 PER PLAN GATE FOUNDATION SECTION OSECTION SECTION A.A se g Ir«EW P. PLAN 10 SECTION AT RAMP rPL542H TYPE WAX Fs Fa SPREAD FOOTING SCHEDULE 04.14310.42 SwF trA 141.46 ELUTE. 151, Ai SW SOT lei -CLEW °OT s,. I isl ue«sm TYPE COILIALENis OSPREAD FOOTING SCHEDULE NO SOLLE DETAIL AT STOREFRONT 11 SECTION STELMUL PEP PLAN, CENTERED WALL WILE MASK CONTINUOUS FOOTING SCHEDULE 0104111 FIFILIFORCING T,lumurem.rw ag it «iwwsooT uvQi. ar°rafNSSBOr reof vex®�+�a�cranHsree .s®ir«rRANsraa. g wE« .4:1,-oC4"`craaNs ie FWIA ag,r Ocrwns*ne FAA 1 n',1`,1Oo rraranr°,s i° OCONTINUOUS FOOTING SCHEDULE NO SCALE e$ PEA TRENCH MAW SUPPLIES SECTION AT TRENCH DRAIN LE W,mm�ms mns «��" WM OF nANGLES RE52.r,� of ArEA l ..CONY Is E uvg IIg G 6 OC W 2°Fni6 .`AN MMMEO SUM, SEE ARCH 0 ELEVATOR PIT DETAIL FLO SCALE CONFORMED SET E05 10 A,s Prntelt CONCRETE DETAILS S4.2 DLR Group: Provide additional details where site fence tops site DDITION& wall at south edge of staff_garking area. INFORMATION REQUIRED \ SO.3L 3i1311 SlEEL R. 12 GO SRO- 333LOSI3 GPIC3010 PA".EL [2000i 6-3 II9333 (R 0 ) SPOCCIATO "E' FINCL PANEL OW TS 4"ri" (tIrCi 2002 (13P.) liatk ci+0\11 7-71—N TYPICAL 10'2'0" TALL GRIGLIATO "E' ELEVATION .S/s2,2 SCALE 1 12"- l'- PRESS II C4a (.1,1 HOLE (3 PEP PANEL) Panels shall cover gaps, no sight lines. SCILIO S01E11 STEEL 12 CA SPOT WELDED 10 GIROLIATO PA/4EL FURNISH AS 0a[10m10j -10LE - CORRECTED [05rrin,1 2 V1,RIC,I IATO "E" O AVflTA 4 NCI PANEL \SK2! sc At E: 0" 0.(r (c1StArwl POLE 4 1310.00 11E0 HEAD ROL't / 0EN012 AS PROUIRCD A.PER ORICLIATO PANE( -0" &PENSION 1), _PO 53D' (3,3r.) TAREADED / PRESS -NSER1 POST CAP (TRURO) _3733 -1=4-ER LENOTH AS REWIRED POST AS PEC&NED IEHAESSICN ( CRIGLIATO "E1 SPACER CONNECTION DETAIL scALE: 37=E-o" MS V.V. CC1741.1:11,1.01E PrOPERTI Cr I, FR AUNZACTUE. ...R.. ME USED i0P ANY MIAPine,11.9T5C,CVER Ontr,...14 0051,KKOFAMF,,,I r>41,11V .51 NSIXL,1134 Of CUR PRODUCTS,. CCCUMENT OP .1 PAR, StO,SE TO US VPON1.11:Cil AU ft4MS RESE11,10 0400,0 b /40 M F R 06.N000o3LSIN0001200011c1.INa 815-552-3333 info@rnfreorproorn Au,oIlloO60100 T,T,E - 10' -0" hi E110E SALLYPORT FENCE (2) 7/8" Through Bolt e f'1 r FENCE POST BY I i� OTHERS i 1 ' --PL1 i i ►►►►►►►n►►►►►►►►►►«►►►►► POST CL I�I 6" MIN 8" / i 1-1/2" MIN A -A SECTION NOTES: 1. ALL STEEL SHALL BE HOT -DIPPED GALVANIZED. 1601 Fifth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 kpff:com RFI 370 \ 1-1/2" MIN TUKWILA JUSTICE CENTER AS BUILT RET WALL to PROJECT NO. 1800576 DATE 02-06-2020 BY IF REFERENCE SHEET SKETCH NO. SSK-32 BNBuilders April 28, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 447 & 446 Dear Ethan, In accordance with RFI 447 dated 04/21/20 and RFI 466 direction dated 4/28/20, BNBuilders hereby submits our proposal for to demo and modify the South East ADA ramp along TIB and the sidewalk outside of Gun locker C102. The total proposal of this subject work is Seven Thousand Four Hundred and Four dollars $7,404.00. 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 5155 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseai.com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) BNBuilde.rs 2001 49' Avenue, Suite 3.50 S.E.,:=Ttrhiv?„ \NA- 98121 206,3823443 fT 206.382.344D Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY Tukwila Justice Center BI4Builders PROJECT NAME: CCD/ASI #: RFI 447 & 466 COP #: 5155 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 11/2812021- DESCRIPTION OF CHANGE: RFI 447 - SE ADA ramalongjlBdid not meet current ADA standards er Public Works Ins ection. Additional grading and concrete was needed. RFI 466 • Gradng outside of Gunlocker Room C109 needed to be ad'usted er the desi n documents. East side of sidewalk was lowered er KPFF direction as to not interfere with exterior sidin BP 03.01 Site Concrete BP 31.00 Iliad lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment To the best of my knowledge and belief, I certify that all costs listed above are correct. $1,028.19 $6,024.00 I $7,052.191 61 5% -$0.80 Liability Insurance Bond Costs BNB BNBullderf TJC Project No. SUBCONTRACTOR: DESCRIPTION OF WORK: Subcontractor CP Breakdown Summary Iliad ADA ramp not originally shown in demo drawings but was called out in Landscaping to be removed for placement of porous pavement I. SUBCONT CTOR'S DIRECT WORK 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) 11 SUBTIER SUBCONTRACTORS (Subcontractor Estimates Attached) G. Subtier Subcontractor Cost 1) 2) 3) 4) H. Subtotal Subcontractor Costs A. Fee on Direct Work (Item E) B. Fee on Subtier Subcontractor Direct Costs (Item H) SUBTOTAL (Total of Parts I, II, III Above) 5,80% yo TOTAL (Total of Parts I, 11, III, IV Above) TOTAL Cost Event #: CP #: 64 Document #: Date: 3/10/2020 A. $ 719 B. $ 758 C. $ 312 D. Direct Cost Fee 15% $ 268.28 2,057 119 21—C61r 2,201 Project Name: TJC Project No. Subcontractor: Iliad Work Description: Spec Section Demi lion Operator Laborer Laborer Volvo 88 Excavator Tool Truck Rotary Laser Ex. material removal (solo load) Concrete baserock (solo load) Total Cost of Work Total Cost of Unit PrIce Work $ - $ - COP Cost Breakdown Cost Event #: CP #: Document # Date: 3/10/2020 64 Demo and grade for new ADA ramp along TIB. A. Labor B. Material C. Equipment D. Contract Unit Price Quantity Unit Prod. Hours S/hour Cos /Unit Costs S/Unit Costs Unit Prices Cost 6 59.91 $ 359 $ 5 - 6 59.91 $ 359 5 - 6 5 33.93 $ 204 5- 6 5 8.04 5 48 $ - 6 $ 5 - 9.97 $ 60 5 - 12 yd 5 32.00 $ 384 5 - $ - 17 ton $ 22.00 $ 374 S - $ - $ $ - 5 - 5 - $ $ - 5 - $ - 5 5 - 5 - 5 - 5 $ - 5 - 5 - 5 $ - 5 s - s s - s $ - s - U&_R GroupGroup���� susus�T� rvp� punposs� OussTnzm: FROM w*Ms , �SobrinaAm/es m city ofTukwila justice Center 73-17158-00 TIC RFl289_}ADAPavement Reconnendotion RFI Answered oxrssswT: xp||o rn�msmoTx�Io: VIA: Info Exchange The ADAramp off TJBiscalled out onthe landscaping drawings bobe pavement.porous The�n���rn�mms�s�mt��(���oe hasah\gherpotenda\ used in lieu u/ porous pavement. P- pavement tha1isa�Ceptob|oto use of g damaged in thefut«re' Please confirm32161 O for the AOA ran1P' the site concrete approved in submittal Response (Answered) from: Shawn Stankewich Company) 5VVlFT 3019-11 11-TheADArampshou|dbepouradsitaconcrete,as recommended. This substitution is acceptable. Shawn Stankew\ch/ Swift Company 11.11.2019 COMPANY DLR Group i pnons | 2O6-461- _— ---'--nnon� _' ---- ---- rcomp»nY Cwx�/ -__�� ' mxms �--� —�--�' � b\U^brnwn@bnbuUders-c ! 206-382-3443 [ ! � | Bill Brown | BN8«Oders mnn�__ ossc�p �rrowo�cOnrewrs QTv Vx|Eo _ 1 ! Pavement � mUwuEm ! scwE ! 5czs page 1o[2 Bill Brown BnennaChhstensen Dillon Webster EphrarnHarsh Ethan8ernau GehUrbas Jeff Clark Sabrina Ames Steven Schmitz (BNRui|ders) (8NBuhder) (OLRGrnVp) NBUi|Uers) (Shie|sOb|etzJohnsen) (8N8ui|de (BNBoi|ders) (DLRGroup) (DLRGrnup) oxre11/11/2019 01525 PageZo/2 Request for Information RFI No: 289 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 Date: November 06, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 ADA Pavement Recomendation Civil Subject. Discipline: Subcontractor: BNB Project # 118021.100 Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor RFI No: Date Required: 11/13/2019 Question The ADA ramp off TIB is called out on the landscaping drawings to be porous pavement. The manufacturer recommends that site concrete be used in lieu of porous pavement. Porous pavement has a higher potential of getting damaged in the future. Please confirm that is acceptable to use the site concrete approved in submittal 02-321613-0 for the ADA ramp. Answer 11-11 "The repo en Answered by: Copies To: Company & Contact IC This substitution is acce ta ra p should e oure sit concrete, as Ie. Date Answered:201 Fax Notes Page 1 of 1 a31N33 30asnr d1uN)ni BNB 13NBullders Subcontractor CP Breakdown Summary TJC Project No, SUBCONTRACTOR: Iliad Cost Event #: CP #: Document #: 78 DESCRIPTION OF WORK: Re -grade ADA ramp along TIB per RFI #447 Date: 4/22/2020 1. SUBCONTRACTOR'S DIRECT WORK 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) 1,148 717 1,864 11. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ $ $ $ $ - $ II. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) B. Fee on Subtier Subcontractor Direct Costs (Item H) 15% 279.67 8% IV. SUBTOTAL V. TOTAL VI. UNIT PRICE TOTAL SUBTOTAL (Total of Parts I, II, III Above) Liability Insurance 5.80% Bond Costs 1% TOTAL (Total of Parts 1, II, III, IV Above) TOTAL I $ 2,144 I 124 I 25.73 I $ 2,294 I COP Cost Breakdown Project Name: TJC Project No. Subcontractor: Iliad & BNB Work Description: Re -grade ADA ramp along TIB per RFI #447 Cost Event #: CP #: 78 Document # Date: 4/22/2020 Unit Price Spec Description Quantity Unit Prod. Hours A. Labor B. Material C. Equipment D. Contract Unit Prices Cost SMour Cost S./Unit Costs 5/Unit Costs Section Iliad 6 71.46 429 - - - Operator 6 59.91 359 $ - - Laborer 6 59.91 359 - Laborer Excavator 6 - - 33.93 $ 204 Kobelco 85 6 . 44.12 $ 265 Loader 6 $ - - 8.04 $ 48 - Tool Truck Rotary Grade laser Compactor 6 - 9.97 $ 50 6 - $ - 23.40 $ 140 - P Plate - - - - $ - . - - - $ - - $ - $ - $ - - - - - - - - - $ - $ - - $ - - $ - $ - - $ - - $ - $ - - - - - - $ - - - - $ - - - - $ - • - - $ - $ - $ - $ - Total Cost of Work A. Unit Price Work $ 1,148 B. $ - C. $ 717 D.rr7-1,86-4 Total Cost of Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 447 COP #: 5155 Contractor Name: BN Builders DATE: 412812020 DESCRIPTION OF CHANGE: Frame and place additional concrete path around existing push button per RFI 447 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 'Total Subcontractor Direct Costs + Mark-up + Labor Premium Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $594.08 $300.00 $o.00 $894.081 $134.111 $0.00 $1,028.191 so.00l 'Total Subcontractor Change Request $1,028.191 To the best of my knowledge and belief, I certify that all costs listed above are correct, Date Contactor Signature 15% BOA COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc Work Description: CCDIRFI: 0 CP #: 0 Date: 1/0/00 Description Quantity Unit Prod. Al. Labor Al. Labor Premium 8. Matehal C. Equipment S/Unit Costs Hours $/hour Cost S/hour Cost $/Unit Costs to frame/place additional concrete 2 8 74.26 $ 594 150.00 $ 300 2 carpenters $ - - $ - $ - $ - - $ - - $ - - $ - $ - $ - $ - - - - - . - $ - $ - $ - $ - - $ - $ - - . - $ - $ - - ' $ . - _ $ - $ - $ - $ _ - . $ - _ _ $ _ - - $ - - . _ - . $ _ - . $ - - . $ - _ _ $ - - $ - $ - - $ - $ - $ - $ - $ - - - Total Cost of Work A. $ 594 $ - - B. $ 300 C. $ - IDU R Group Vues�om� nrom ^m� Michelle Javan TO City of Tukwila Justice Center 73-17158-00 TIC RF[#447_SEADA Ramp along TIB RFI �x�wswn-n��zo Answered Info Exchange Prior to the placement of concrete for the ADA ramp along South TIB, Eric Pritchard with the City ofTukwila made BNB aware of ADA compliance concerns around the existing rapid flash beacon push button (please reference the attached report form Eric). Currently, the push button is shown to remain in its existing location ~ North fthe ramp within the landscaping area. After talking to Eric, it is BmB'yonderstanngthat hat aclear space landing is required adjacent tnthe posh button to meet ADA compliance. Additionally, the SCLvau|t located 11' North of the ADA ramp has an elevation greater than the max 296 slope required for ADA access. Please see attached photos and elevations for reference. Please provide direction on the additional concrete landing required in front of the push button and hnm/ the sidewalk is to join to the existing SCL vault. Response (*nswe,pu)from: Michael *e,seth(mpppConsulting Engineers (mw)} Please see attached KPFF response. | sw/upn0me � compmvY 2U6-461- | � DLRGroup ! -e«a»@d|rgrOupc»m | 6065«736065 m�we Y `-- - - - b1Ubrn�nV�bnbui|ders� 2O6-382-3443 Bill Brown | BN8ui|der� �_ . __ ' _ _' ' - Ethan Bernau Geri Urbas Jeff Clark Michelle Javan Steven Schmitz Taras Yaremchuk Shiels Obletz Johnsen BNBuilders BNBuilders DLR Group DLR Group BNBuilders OM ethanb@sojsea.com geri.urbas@bnbuilders.c om Jeff.Clark@bnbuilders.c om mjavan@dlrgroup.com sschmitz@dIrgroup.com taras.yaremchuk@bnbui Iders.com TJC RFI #447 SE ADA 1 4/13/2020 — Ramp along TIB.pdf 4/21/2020 02247 206-838-3705 206-382-3443 206-382-3443 206-461- 6065x736065 206-461- 6044x73-6044 206-382-3443 .~eq~-__- for Information B N0mi|der s Tukwila Justice Ctr Construct. zsuOsTukwila Inter. Blvd. Tukwila, WA 98188 Date: Aprill3, 200 Submitted To; Steve Schmitz DLRGroup, Inc. 51University Street Su|te6OO Seattle, WA 98101 Te|:2O6/1O1.6OOU Fax:2O6.461.0049 Subject., SE ADA Ramp along TIB Discipline- Civil Subcontractor Date Required: 4/30/2020 Question �e��r�e���mpa|�gSnu�T�EhcP��a�w�hthe��ofTub�|amadeDND�m�of ph»rt»the p|aceme�ofcon idHahbeaconpushbu�n�p[ease��vencethea�achedrepo�'fnnnEhd. ADAComp|ianceconcernsarnond�heex|st|ng nap s Currently, the push button is shown to remain in its existing location North of the ramp within the landscaping areaAfter talking to Eric, it is BNBs understanding that a clear space landing is required adjacent to the push button to meet ADA compliance Additionally, the SCL vault located 11 North of the ADA ramp has an elevation greater than the max2% slope required for ADA access. Please see attached photos and elevations for reference Please provide direction on the additional concrete landing required in front of the push button and how the sidewalk is to join tc the existing SCLvault Submitted By.- Bill Brown BNBuilders, Inc. 2601 4thAvenue, Suite 350 Seattle, WA 98121 Te|:(206)382'3443 Answer NaSubcontractor RF1 button Grade ���n��p���hodo���������d��k��� � |m�/ ��— u '*'// n shall align with joint landing at push Concretebutton as shown. Blend gradeswith existing SCLvault lid. MHerseth[KPFF04/202020 Answered by: Date Answered: c»plesn,oxmpem'&Contact Fax Notes Page of en0 cpCI Li, cs r, ol f- f STA. 13+36.33, 28.75' LT CL OF CURB RAMP PER COT STD PLAN RS-12 TUKWILA JUSTICE CENTER - RFI 447 ADA RAMP GRADING SKETCH 04/20/2020 0 2.5 5 izarememestal 10 1 inch = 5 feet Bill Brown To: Subject: Wade Hall; Jeff Clark RE: Follow Report For Today From: Eric Pritchard <ErcfMtchapd6@TukeilaVVA.gov> Sent: Thursday, April g,2U2O]:04pN| To: Ben Pani-Roe <Ben.Rne@»bnbu|ders.com> Subject: RE: Follow Report For Today Myinspection nepnrtreads as follows: Eric Pritchard Concrete flat work onT|8isgoing `-- i plan. Thee question about ADA�m �nm�em�- b|nokcmooxg.Enginonrtooun�'wewiUmeet the AD8 requirementsfor the level landing olthe rapid flash beacon push button and meet slope requirements at the ramp. Specific concerns at the ADA ramp include: existing depressed curb & gutter does not provide a flush ramp entrance, and confirming that the new plans (I haven't seen them) provide a level landing within reach of the rapid flash beacon push button. Eric Pritchard Project Inspector City »fTukwila � � 53O���,��en�rB| #1 Tuk�|a.VVA9818O Pub|�mm�suepa Department | _~ ~~ . From: Ben The city of opportunity, the community of choice. Pani'Roe<Den.Roe@bnbuildcrscomp Sent: Thursday, April y^2O2O14:5G To: Eric Pritchard «Ehc.PhnchardpaTukmi|aVV4.gux> Subject: Follow Report For Today Hi Eric, Can we get your inspection report for today that also has your concerns about removing the ADA curb and gutter and the flatness cfconcrete around the signal button please. That way \ can tie itinwith myreport tnthe powers tnbe. 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. Thankyou ARP I')E. ALK T AT H GRADE VALT HATCH.: BNB BNBullders Subcontractor CP Breakdown Summary TJC Project No. SUBCONTRACTOR: DESCRIPTION OF WORK: Iliad Trench and backfill for new electrical conduit per RFI #451 I. SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: 81 Date: 4/24/2020 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) 765 478 1,243 II. SUBTIER SUBCONTRACTORS G. Subtier 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) B. Fee on Subtier Subcontractor Direct Costs (Item H) 15% 186.44 8% IV. SUBTOTAL SUBTOTAL (Total of Parts I, II, III Above) Liability Insurance 5 80°/0 Bond Costs 1% 17.15 $ 1,429 V. TOTAL TOTAL (Total of Parts I, II, III, IV Above) VI. UNIT PRICE TOTAL TOTAL 83 1,529 COP Cost Breakdown Project Name: TJC Project. No. Subcontractor: Iliad Work. Description: Trench and backfill for new electrical conduit per RFI #451 Cost Event #: CP#: 81 Document # Date: 4/24/2020 Spec. Section Description Quantity Unit Prod. Hours A. Labor B. Material C. Equipment D. Contract Unit Price Unit Prices Cost. $/hour Cost S/Unit Costs S/Unit Costs Operator 4 71.46 $ 286 $ - $ - $ - Laborer 4 59.91 $ 240 $ - $ - Laborer 4 59.91 $ 240 Kobelco85.Excavator 4 $ - $ - 33,93 $ 136 $ - Loader 4 $ - 44.12 $ 176 Tool Truck 4 $ $ - 8.04 $ 32 $. - Rotary Grade laser Plate Compactor 4 $ - 9.97 $ 40 4 $ - $ - 23,40 $ 94 $ - - $ $ - $ - $ $ - $ - $ - $ $ $ $ $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ $ - $ - $ $ $ - $ - $ - $ $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ $ Total Cost of Work A. Total Cost of Unit Price Work $ 765 B. $ C. $ 478 D. $ 1,243 Bill Brown From: Michael Heoeth^K4ichaeiHeseth@kpff.com^ Sent Tuesday, April 28,2O2O11:42AN To: Bill Brown Cc: Austin Proctor; Brady Ret |aft Dominic Banushkoff, Steve Schmitz; Ken DeCamp Subject: RE: Grading Clarification outside [1Q2 Bill — Please revise the 339f0spot i green tube339.92tomatch the cross slope at the top of the kwaY No other comments. Thanks, Michael Michael Herseth PE Associate From: Bill Brown <8iU.Brown@bnbu|derscom> Sent Tuesday, April 28,202O9:46Am1 To: Michael Hersath<NichaeiHemeth@kpff.c m> Cc: Austin Proctor ^Austin.Proctor@bnbui|dem.cnm>;Brady Retz|aff <Brody.Ret |aff@kpff.00m>;DnminicBanehkoff <Dnm1ncB@i|iadnwzom>;Steve Schmitz <*schmitz@DLRGROUPznm>;Ken DeCamp<Ken.Da[amp@bnbu1|deo.com> Subject: Grading Clarification outside [1OZ As a follow-up to our phone call, can you confirm the grades shown below are correct: 1 Bill Brown 1 BNBuilders 2601 zttli Avenue, Suite 35C Seattle, WA 98121 206,382.3/1-<113 office I 206.382..31401 I 206,492.0363 cell 2 BNBuilders April 30, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 419 - DCVA Replacement North Lot Dear Ethan, In accordance with RFI 419 dated 3/13/2020, BNBuilders hereby submits our proposal to return 6" DCVA and install the needed 8" DCVA and vault per RFI #419. The total proposal of this subject work is Four Thousand Eight Hundred and Eighty-one dollars $4,881.00. 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 5162 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek,soseaj.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) Bi\if3uilcicsfs 2C6 3:,12 3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. CCD/ASI #: COP #: DATE: DESCRIPTION OF CHANGE: Return 6" DCVA and install the needed 8" DCVA and vault per RFI #419 RFI 419 5162 413012020 BP 31.00 Iliad lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $4,649.00 $4649.00 $232.45 -$0.45 Total Change Request $4,881.00 To the best of my knowledge and belief, I certify that all costs listed above are correct Contractor Signature Dale BNB BNBuilders Subcontractor CP Breakdown Summary TJC Project No. SUBCONTRACTOR: DESCRIPTION OF WORK: Iliad Return 6" DCVA, install 8" DCVA and vault in same location per RFI #419. I. SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: Date: 70 3/19/2020 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) 3,778 3,778 II. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ $ $ - $ - $ I I. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) B. Fee on Subtier Subcontractor Direct Costs (Item H) 15% 8% 566.70 IV. SUBTOTAL SUBTOTAL (Total of Parts 1, II, III Above) Liability Insurance Bond Costs V. TOTAL VI. UNIT PRICE TOTAL 580% $ 4,345 252 1% 52.14 TOTAL (Total of Parts 1, II, III, IV Above) TOTAL 4,649 COP Cost Breakdown Project Name: TJC Project No. Subcontractor: Iliad Work Description: Return 6" DCVA, install 8" DCVA and vault in same location per RFI #419. Cost Event#: CP#: 70 Document # Date: 3/19/2020 Spec Section Description Quantity Unit Prod. Hours A. Labor 6. Material C. Equipment D. Contract Unit Price Unit. Prices Cost S/hour Cost S/Unit -I,780.58 5558.55 Costs S/Unit Costs 6". DVCA credit back 1 ea $ - $ (1,781) 8" DCVA 1 ea $ - $ 5,559 $ - $: - $ - $ - S - S - $ - $ _ $ - $ - S - $ .. - $ - $ - $ - - - $ - J $ - $ - $ - $ - $ - $ - $ - $ - $ - - `$ - $ - $ - S - Total Cost of Work A. Total Cost of Unit Price Work $ - B. 5. 3,778 C. $ - D. $ 3,778 Page I'xz FO N ER COMPANY Project: T]['8"DOUBLE CHECK DETECTOR Location: TUKWILA TO CONTRACTORS: Attached is the H. D. Fowler Company estimate of materials that may be required for t have been made without reviewing any project plans and/or specifications and is inter purposes only. |tlspossible that unforeseen project requirements have been left out ' Toaccurately bid any project, itbnecessary fortheomntractontnperformtheirownn strongly suggest that the contractor request aquotation ofthe project material from ordering material for aproject. This estimation does not make any representations, expressed orimplied, that may co Page zof 3 Bellevue Branch 13440 SE 30th St Bellevue, VVA9800S (425)746-8400or(800)487-5290 Date:03/I9/2 Estimate 'ME4lUZG9 Bid Date: O3/19/JO Estimator: ]essie0rker the above -listed project. This estimate may ndedfor general budgeting and planning of this general estimate. nateha|sand quantities toke-df We H. D. Fowler Company before bidding or )nstitmeabinding agreement between any Bid No: E410269 Page 3 of 3 Customer: Estimator: Job Name: w ������m�*�N '~ m ~~��m~�~mm COMPANY BIDDING CONTRACTORS ]essieWrker T]['O^ DOUBLE CHECK DETECTOR TUKYV|L4 Estimate: E410269 Bid Date: 3/19/2020 Line QtyUoKd Description l 1 EA 8'350xsToA STmmLeaooOBuecxscxoerscrOnvV/OS&YsxTsvxu/es AND c/FMETER yv|uqms Unit Price Extended Price Approximate Total 5,558.55 DK R Group ouxsmur nz!/EcT: City ofTukwila Justice Center 73-17158-00 TIC RFI#41g_DCVAReplacement North Lot rvvs' RFI SusossTuzm' mow 'mmve Michelle Javan To Answered o��semr� nem� 3/13/2O2O 419 02099 Info Exchange Sheet 4.O6(attached)calls out for replacement of the existing 6^fire D[\84and vault along TIBinthe north lot. Iliad and KCVVDhave observed onsite and established that the existing device is actually an 8" DCVA. If the DCVA and vault are to be replaced per plan, Iliad would like to confirm the desired sizing of the device and extent of the replacement. Another suggestion offered by KCWD was to move and replace the fire hydrant served by the DCVA to the location of the proposed vault replacement. This would eliminate the existing DCVA and the need to replace it. Please advise onthe parameters of this scope. Response (Answe,eu)from: Michael *=rmetx(mprpConsulting Engineers (WA)) Please see attached KpFFresponse. comn^wv � 'DLRGroup m*ms c�wr�mY _ _ EUU 8nzvvn BNBu|ders � � BrennaChristensen ' BNBu{der -' - - ' Ephn]nnHarsh ! BN8V|lders /s�e/ ^ ! mjavan@d|ngmup.com �4 � � bU|.brown@bnbui|dersc � Vrn / brenn8.chhstensen@bn | 'builders.com |-- —-~ -- - Ephrarn.Harsh@bnbu|k1 | rxnME � 206-46---- | i 6U65x7�60G5 pxVmE |--����—�-- |206-382-3443 206-382-3443 206-382-3443 Page 1ofZ Ethan Bernau Geri Urbas Jeff Clark Michelle Javan Sabrina Ames Steven Schmitz Taras Yaremchuk DESCRIP11.0 \I OF Cc)N aefggarf Shiels Obletz Johnsen BNBuilders BNBuilders DLR Group DLR Group DLR Group BNBuilders ethanb@sojsea.com geri.urbas@bnbuilders.c om Jeff.Clark@bnbuilders.c om mjavan@dlrgroup.com sames@dIrgroup.com sschmitz@dlrgroup.com taras.yaremchuk@bnbui Iders.com TI"FLE NUMBER SCALE TJC RF1 #419 DCVA 1 3/11/2020 -- Replacement North Lot.pdf 3/13/2020 02099 206-838-3705 206-382-3443 206-382-3443 206-461- 6065x736065 206-461- 6094x73-6094 206-461- 6044x73-6044 206-382-3443 Pag.e :7 of 2 Request for Information RFI No: 419 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: March 11, 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: DCVA Replacement North Lot Discipline: Civil BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor Iliad Inc. Subcontractor RFI Na 9 Question Date Required: 3/18/2020 Sheet 4.06 (attached) calls out for replacement of the existing6" fire DCVA and vault along TIB in the north lot Iliad and KCWD have observed onsite and established that the existing device is actually ar8" DCVA. If the DCVA and vault are to be replaced per plan Iliad would like to confirm the desired sizing of the device and extent of the replacement Another suggestion offered by KCWD was to move and replace the fire hydrant served by the DCVA to the location of the propos, vault replacement This would eliminate the existing DCVA and the need to replace it Please advise on the parameters of this scope. Answer The current device is noted as an 8" DCVA in the RFI. Confirm the existing device meets current cross connection control standards. If the existing device meets current cross connection control requirements per KCWD 125, the existing device should remain in place. If the existing device does not meet current cross connection standards, replace the existing check valve with an 8" DCVA that conforms to current requirements. The new 8" DCVA shall be placed in a new vault per per plan and KCWD 125 Std Detail 22A. Per the standard detail, 6" and 8" DCVA's require the same vault size. M Herseth [KPFF, 3/12/2020] Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 Iliad, Inc. 1107 South Baily Street Seattle, Washington 98108 Phone: (206) 282-4200 RFI #9 Project: Tukwila Justice Center 15045 Tukwila International Blvd Tukwila , Washington 98188 DCVA Replacement North Lot TO: Dominic Barashkoff (IliadNW) DATE INITIATED: 03/10/2020 LOCATION: PROJECT STAGE: SUB JOB: COST IMPACT: Yes (Unknown) DRAWING NUMBER: LINKED DRAWINGS: RECEIVED FROM: COPIES TO: Question FROM: Dominic Barashkoff (IliadNW) STATUS: Open DUE DATE: 03/23/2020 COST CODE: SCHEDULE IMPACT: Yes (Unknown) SPEC SECTION: 33 11 00 - Water REFERENCE: om Dominic Barashkoff (IliadNW) at 08:47 AM on 03/10/2020 Sheet 4.06 (attached) calls out for replacement of the existing 6" fire DCVA and vault along TIB in the north lot. Iliad and KCWD have observed onsite and established that the existing device is actually an 8" DCVA. If the DCVA and vault are to be replaced per plan, Iliad wanted to confirm the desired sizing of the device and extent of the replacement. Another suggestion offered by KCWD was to move and replace the fire hydrant served by the DCVA to the location of the proposed vault replacement which would delete the existing DCVA and the need to replace it. Please advise. Attachments: C4.06 WATER PLAN - NORTH Rev. 1 markup (1).pdf Awaiting an Official Response All Replies: BY Iliad, Inc. DATE COPIES TO Page 1 of 1 Printed On: 03/10/2020 08:48 AM dnao Zip(] 1 ViMMMAIJO Jajuao aogsnr e�iMHnl Pi $4 CO 0 0 z ¢J r,n dP.41 act, - BNBuilders May 15, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for JRS Comments: Add Drainage Mat at Perf Panels Dear Ethan, BNBuilders hereby submits our proposal for the added drainage mat at the perforated metal panels per the comments provided by JRS. The total proposal of this subject work is Three Thousand Six Hundred Seventy -Six dollars $3,676.00. 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 5105 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (qeri.urbasgbnbuilders.com) Steve Schmitz (sschmitz@dIrgroup.com) Suite 330 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc, COP #: 5105 DATE: 511512020 DESCRIPTION OF CHANGE: Adding drainage mat at the perforated metal panels per comments from JRS BP 07.40 Northshore Exterior $3,501.16 lst-tier Subcontractor Cost Total (Direct Construction Costs) $3,501.16 GC/CM Mark-up on MACC Costs 1 $175.061 5% Rounding Adjustment -$0.22 Total Change Request $3,676.00 To the best of my knowledge and belief, I certify that all costs listed above are correct, ContactorSkinatum Date COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: 0 CP #: 5105 Date: 5/15/20 Description Quantity Unit Prod. Hours Al. Labor A.1. Labor Premium B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs $ - $ - $ - $ - $ - $ - $ - - $ - $ - - $ - $ - - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - _ $ - - $ - $ - $ - $ - _ $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - - $ - Total Cost of VVork A. - $ - $ - B. $ - C. $ - S ki 7 t/ P}111y t F } t ORTF }�y Itemized Change Order Proposal Attention: Ephram Harsh pate: 2/25/2020 Project: Tukwila Justice Center NSE Ref: NSE 51 COP / RFI II: By: Krist1 Goy Work Description Supply and install drain mat at sills - work done T & M per attached work orders QUANTITIES LABOR MATERIALS EQUIPMENT No of Unit Units Description S/I-lour Total $/Unit Total Rate Total l.:ibor Shop Journeymen Per Hr $ 82.43 $ - $ - $ - Shop Foreman Per Hr $ 87.95 $ - $ - $ - Field Journeymen 15.5 Per Hr $ 79.23 $ 1,228.07 $ $ - Field Foreman 7 Per Hr $ 85.22 $ 596.54 $ - $ - Apprentice 11 Per Hr $ 59.13 $ 650,43 $ - $ - Delivery Driver Per Hr $ 43.77 $ - $ $ - lvt;rterial Drain Mat 1 LS $ - $ 40.50 $ 40.50 $ - $ $ - $ - $ - $ - $ - $ $ - Etlaripamenr 20 ft flat bed 0 Per Hr $ - $ - $ 57:00 $ - 8 ft 102 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) 1 Day $ - $ - $ 450.00 $ 450.00 65 ft Boom Manlift (Rented) Day $ - $ - $ 500.00 $ - 26 Ft Scissor Lift 1000# (rented) Day $ - $ $ 300.00 $ - $ - $ - $ Subtotals $ 2,475.04 $ 40.50 $ 450.00 Safety act expense @ 2% of direct labor Small tools expense a 3% of direct labor Transportation $4.76 per Field Foreman Hour $ 33.32 Subtotals without overhead & profit $ 2,475.04 $ 40,50 $ 483.32 Other Expense: Subtotal of all expenses (labor, materials, & equipment) Contractor liability insurance = 1.75%uoflabor, materials, & equipment Total value of work for this contract before overhead & profit 15 % overhead & profit Total Value of work for this contract including overhead & profit $ 2,998.86 $ 52.48 $ 3,051.33 $ 449.83 $ 3,501.16 Exclusions: Note: All owned equipment rates are from the National Roofing Contractors Association's, "Roofing Contractors Equipment Cost Schedule", Ninth Edition, Convrield 2003. Rented cauinntentas quoted. Contractor agrees that by ordering Norihshore 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 ass 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 Nance (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 Exteriors, Inc. T'' 0 mi . • . Budding C Project Tukwila Justice Center 11831 Beverly Park Rd, Everett WA 98204 Date 01/22/20 1 Job #I6009 NORTFISHOR Phone: 425.740,3700 Foreman Alan Porter Hrs 12.5 Fax:425-740.3701 Contractor BNBuilders Employees on Site Name Area ot Site Working / I ask Hrs Work Completed (grids) / Problems incurred / Notes / Overtime Porter, Alan F south bld A 1.5 drilled out rivets, cut and installed drain mat r Smith, Joshua F south bld A 1 drilled out rivets, cut and installed drain mat rq1 Quality Control Review 01 /23/20 Alan Porter Signature: Date: Printed Name By signing above, and/or Owner certifies that the above hours worked are accurate. Furthermore, by signing above, contractor and/or Owner agree that any overtime hours worked are above and beyond that which are required per the contract documents, and Northshore Exteriors, Inc. shall be compensated for above overtime hours for the premium which Northshore is required to pay per plus overhead and profit at 22% Equipment on Site Major Milestones Own/Rent Equipment Piece Notes 0. Fit 45Boom Lift O. R Changes Directed or Proposed OR OR Meetings / Visitors Time Attendees Topics Deliveries Accidents, Incidents, Hazards, or Safety Reprimands From Materials Included Packing Slips Northshore Exteriors, Inc. 11831 Beverly Park Rd, Building C Everett WA 98204 NORTHSHORE Phone: 425.740.3700 Fax:425-740.3701 0 ., i • Project Tukwila Justice Center Date 02/03/20 !Job #16009 Alan Porter Foreman I Hrs 19 Coritractor BNBuilders Employees on Site Name Area of Site Working / Task Hrs Work Completed (grids) / Problems incurred / Notes / Overtime Porter, Alan F West bid B 1 drilled out rivets, cut and installed drain mat r Sloan, Kyle J West bld B 2 drilled out rivets, cut and installed drain mat ;:>, Eugene Barra J West bld B 2 drilled out rivets, cut and installed drain mat reb Jake Steiner A West bld B 1 drilled out rivets, cut and installed drain mat r* Andrew Minkel A West bld B 2 drilled out rivets, cut and installed drain mat r'', Taylor Arellanes A West bld B 1 drilled out rivets, cut and installed drain mat r Quality Control Review 01 /23/20 Alan Porter Signature: Date: Printed Name By signing above, and/or Owner certifies that the above hours worked are accurate. Furthermore, by signing above, contractor and/or Owner agree that any overtime hours worked are above and beyond that which are required per the contract documents, and Northshore Exteriors, Inc. shall be compensated for above overtime hours for the pren-iium which Northshore is required to pay per plus overhead and profit at 22% Equipment on Site Major Milestones Own/Rent Equipment Piece Notes 0 iii 45Boom Lift 0 Fit 45' Boom Lift Changes Directed or Proposed O. R OR Meetings / Visitors Time Attendees Topics Deliveries Accidents, Incidents, Hazards, or Safety Reprimands From Materials Included Packing Slips Northshore Exteriors, Inc. 11831 Beverly Park Rd, Building C Everett WA 98204 NORTHSHOR Phone: 425.740.3700 Fax:425-740.3701 T • • - • Project Tukwila Justice Center Date 02/05/20 I Job #1 6009 Foreman Alan Porter I Hrs 113.5 Contractor ENBuilders Employees on Site Name Area of Site Working / I ask Hrs Work Completed (grids) / Problems incurred / Notes / Overtime Porter, Alan F East,North bld B court room on C N 1.5 drilled out rivets, cut and installed drain mat r OA Sloan, Kyle J East,North bld B court room on C Ne 4 drilled out rivets, cut and installed drain mat regg Eugene Barra J East,North bid B court room on C Nig 4 drilled out rivets, cut and installed drain mat IV Taylor Arellanes A East,North bld B court oom on C Ng 4 drilled out rivets, cut and installed drain mat rq0 Quality Control Review 02/05/20 Signature: Date: Printed Name Alan Porter By signing above, and/or Owner certifies that the above hours worked are accurate. Furthermore, by signing above, contractor and/or Owner agree that any overtime hours worked are above and beyond that which are required per the contract documents, and Northshore Exteriors, Inc. shall be compensated for above overtime hours for the premium which Northshore is required to pay per plus overhead and profit at 22% Equipment on Site Major Milestones Own/Rent Equipment Piece Notes 0,1Fiti 45' Boom Lill 0, R Changes Directed or Proposed 0, R OR Meetings / Visitors Time Attendees Topics Deliveries Accidents, Incidents, Hazards, or Safety Reprimands From Materials Included Packing Slips Northshore Exteriors, Inc. 11831 Beverly Park Rd, Building C Everett WA 98204 [O1 Tr IORE Phone: 425.740.3700 Fax:425-740.3701 T Project Tukwila Justice Center Date 02/06/20 I Job #16009 Foreman Alan Porter I Hrs I5.5 Contractor BNBullders Employees on Site Name Area of Site Working / 1 ask Hrs Work Completed (grids) / Problems incurred / Notes / Overtime Porter, Alan F East Bld A 1 drilled out rivets, cut and installed drain mat r Ryan Black J East Bid A 1.5 drilled out rivets, cut and installed drain mat re* Jake Steiner A East Bld A 1.5 drilled out rivets, cut and installed drain mat rej Andrew Minkel A East Bld A 1.5 drilled out rivets, cut and installed drain mat r Quality Control Review 02/06/20 Alan Porter Signature: Date: Printed Name By signing above, and/or Owner certifies that the above hours worked are accurate. Furthermore, by signing above, contractor and/or Owner agree that any overtime hours worked are above and beyond that which are required per the contract documents, and Northshore Exteriors, Inc. shall be compensated for above overtime hours for the premium which Northshore is required to pay per plus overhead and, profit at 22% Equipment on Site Major Milestones Own/Rent Equipment Piece Notes 0 45' Boom Lift O'Fit 45' Boom Lift Changes Directed or Proposed 0 R OR Meetings / Visitors Time Attendees Topics Deliveries Accidents, Incidents, Hazards, or Safety Reprimands From Materials Included Packing Slips Northshore Exteriors, Inc. 11831 Beverly Park Rd, Building C Everett WA 98204 Phone: 425.740.3700 Fax:425-740.3701 Project Date Tukwila Justice Center 02/21/20 I Job #16009 Foreman Alan Porter Hrs Contractor BNBuilders Employees on Site Name Area of Site Working / I ask Hrs Work Completed (grids) / Problems incurred / Notes / Overtime Porter, Alan F East bld A 1 drilled out rivets, cut and installed drain mat reti.,,$. Sloan, Kyle J East bld A 1 drilled out rivets, cut and installed drain mat rea Javier Chavez J East bld A 1 drilled out rivets, cut and installed drain mat r,) Quality Control Review all of the drain mat is installed per JRS Date: 02/2 1/20 Printed Name Alan Porter Signature: By signing above, and/or Owner certifies that the above hours worked are accurate. Furthermore, by signing above, contractor and/or Owner agree that any overtime hours worked are above and beyond that which are required per the contract documents, and Northshore Exteriors, Inc, shall be compensated for above overtime hours for the premium which Northshore is re ured to oav per plus overhead and profit at 22% . . Equipment on Site Own/Rent Equipment Piece Notes 0 1 Fif 45' Boom Lift 0, Fii 45' Boom Litt OR OR Meetings / Visitor: Time Attendees Major Milestones Changes Directed or Proposed Topics Deliveries From Materials Included Packing Slips Accidents, Incidents, Hazards, or Safety Reprimands Jeff Clark From: EphramHaoh Sent Tuesday, January 14`2O2O215PK4 To Ethan Bernau;sschmhz@W|rgroupzom Cc: Austin Proctor; Jeff Clark Subject: RE: TJC: Summary from 1/2 field review Ethan, Understood vvewill proceed. Steve — We just talked with Adam about this. Please see below for what we discussed. The one item we wanted to discuss with you was the drainage mat being installed so that 2-1/2" of it will be exposed and perforatedpanebare going inthese areas. | would not think |twould benoticeable asitis black but wanted toconfirm with you. Adam said wecan cut it1obeflush with the flashing ifyou see onissue. 11- r Thanks, sphmmHarsh |8NBvUderm 2601 «flhAvenue, SUius35n SoaNu.Vvx 98121 M208,68l,5@72 Click Here to Send MeFiles ' �`wcl�"1�=°' Pre-Finishedin Sealant * Drainage mat in-between every rivet Twitter | Facebook | Linked|n � BNBuildom.00m YA" SS Rivets Painted to Ma From: Ethan Bernau<ethanb@sniseacom> Sent: Monday, January I],202V5:0gPPN To: Ephram Haoh<[phram.Harsh@bnbui|ders.cnmx; ocbmitz@d|rgnoup.com Cc: Austin Proctor xAustin.Proctor@bnbui|dem.com>;Jeff Clark <]effI|ark@bnbui|den.com> Subject: RE: T]C:Summary from 1/2field review I would like to proceed with this work. When the envelope consultant believes there's not an adequate path for water to escape the facade system it's a long term maintenance concern. We can proceed T&M not to exceed $8,000. Please work with Steve and Adam to develop a workplan/solution that all parties agree on. cthanaenmauethanb(@sw$eazom 101YesierWay |Suite 006 1Seattle, WA9Dl04 Shiels I ObletzJohnsen Project Focused. Community Driven. From: Ephr mHaoh< Epbram]farsh0@ bnbuUde,sxom> Sent: Monday, January 13L2Q203:32PK8 To: Ethan Bernaoxethanb(aso|sea.com>; sschrnitz@d|rgroup.cnm Cc: Austin Proctor <Austin^Prp#or@»bnbu||dpo.cum>;Jeff Clark <]eff.[|ark(cDbnbui|dem.com> Subject: RE: T]C`Summary from 2/2field review Ethan/Steve, Nordshorehas provided aROM cost of$8,3UOl0tncomplete this. This seems high but they are making some worst campassumptions. Assuming re -work associated with the sill flashing being damaged during this process. Assuming taking all of the rivets out, installing drainage mat or shims, and then reinstalling the rivets. (We think wecan work with Adam toavoid this) Let usknow how you would like ustoproceed onthis. Ifwewant tomove forward with this work *eneed tndirect them tnstart, asitisholding up perforatedfinish panels inthese areas. Since there are some unknowns with this work T&M may be the way to go. Ephrarn Harsh |eNBmodem zem w»/wcnvc. 3vito 350 Sooue.vV8 98121 Click Here to Send Me Files Twitter | Fooebook | Linhodn � 8NBui|ders.cnm From: Ephram Harsh Sent: Thursday, January 9,ZO2O1:53P[W To: Adam Neugebauer <aneugebauerPirsengineering.com>; Jeff Clark <Jeff.Clark@bnbuilders.com> Cc: Austin Proctor *4ustin.Prnctor@bn6ui|derszom>; Steve Schmitz <sschmitz(d)DLRGR0UP.cpm>;]effSpeert 4sopert0a|n;enRinez,ing'cnm> Subject: RE: T]C: Summary from l/2field review Please see below pictures requested. Let me know if this issufficient asweare looking atachange order from Northshore on this if not. 3 �*^ n� Eph,mnHarsh |8NauiWers 2601 wth Avenue, Soite350 SoaNe,VVA 98121 M2OG,891�5872 Click Here to Send Me Files Twitter | Faoebonk | Unkad|n 8NBui|dem.onm From: Adam Neugebauerxaneugebaueraioemgineermg.con* Sent: Friday, January 3'ZOZU1Z:1GPyW To: Jeff Clark <]eff.Oark(@bnbui|dersznm> Cc: Austin Proctor <Austin.ProcLor(EDbnbui|denzom>;Steve Schmitz «sxchmitz(»DLRGROUP.cnmx;EphramHarsh <Ephram.HaohVobnbui|derszom>;Jeff Speert«ispeert(a|nenAineerinqzom» Subject: RE:l][: Summary from 1/2fie|d review Thanks, Jeff. Has Allan seen the gutter guard product (https://www]nwes.oum/pd/Fnost-King-P|astic'Guttep Guan1/5OU3173J)wediocusaed?|tdoesn't|istathicknessforthep|asticmesh,but|recaUthatit's|ess thanl/O" So it shouldn't create the stress nnthe rivets that one might expect ifrigid plastic shims were used instead. Otherwise, would youbeab|etosendmeaphutnofthebn1tomedQenfthe4"|ap?|didn'tspecificaUy|ookatthisdurin0myfie|dneview, so I'm interested to see what type of gap or drainage path might be created by this lap. 4 Adam Neugebauer I Building Science Conou8ant JRS ENGINEERING 113721301h Ave,m�2�F|mqSe��VAP0� ��=2Ob�2 ��58 |Mo�|= —~ 8.3267 W=6www.|oenglneering.com Calgary I Seattle [ Vancouver From: Jeff Clark builden.cmn> Sent: Friday, January 3,00l1:l84M To: 'Adam Neugebauer«aneuAebauer8o|rsunginepring.cum> Cc: Austin Proctor <Austin. Proctor(a)bnbuilders.com>; Steve Schmitz <sschmitz(@DLRGROUP.com>; Ephram Harsh <Ephrann'Harsh Qobnbui|deo,com>;Jeff Speert<isneertVDimeneinecring.cnm> Subject: RE: T]C:Summary from 1/2field review Please see my comments below in RED. Let us know if you have any questions/comments. Thanks. Jeff Clark I BNBuilders 26014t//»e^"o s"/tensn| scamo,e^ye12/ From: Austin Proctor «Austin. Proctor(a) bnbui|deo.com^ Sent: Friday, January lZO208:l7AM To: Jeff Clark .JeftC|ark@obnbuUdeozom> Subject: FVV:T]C: Summary from l/2field review fyi From: Adam Neugebauer<aneugebaue,@ieenginoe,innzom> Sent: Thursday, January 2,2Q2D5:36PM To: Austin Proctor xAusin.pnoctVrCcDbnbui|ders.com>;EphramHarsh <Eph,m,Harsh(@bnbui|deo.com> Cc: Jeff Speert«/sPeert(nioengineehogzornz\Steve Schmitz (sscbmltz(@nLRGROUP.com)<sschmltz(@DLRGROUp,cpm> Subject: T][:Summary from l/2field review Here are the items I debriefed with you about from today's site walk that require some follow-up: Drainage at window sill flashing: Similar to the concern I brought up during my field review onI2/l8(see also FRR1S),the metal sill flashing installed atthe upper level windows (such aoNVVcorner ofArea 8and NEcorner of Area A) had a vertical down leg that was being fastened to the face of the metal wall panel, potentially obstructing or restricting the drainage path at the sill. While this metal sill flashing appears to generally be installed per shop drawing 19/9.03 from submittal 02-074213-1, we recommend installing gutter guard (or, if that is not feasible, then intermittent shims) behind the vertical leg of the flashingbetween the fasteners to help promote drainage 'atthese sills. Allan( (D|R)and | discussed this condition further this morning. N5E isconcerned �with shoving any material behind the flashing between rivets asthis may put undue stresses onthe rivets and rmay cause them topull free. Alan did rmention that there |sa4"lap the flashing. This would allow for any trapped water to weep out at the1aps. Ultimately, xgEstands behind their detail, Making the revisions you had noted will result in additional costs. o Separate from this, | also noted that the foil -faced SAM at the sill extended beyond the bottom of this metal flashing (the noted shop drawing shows the SAM terminated behind the metalflashing),Asthe exterior cladding at this conditions is perforated panel, this foil -faced SAM would be exposed and potentially visible. While exposure of the SAM could cause it to deteriorate and/or lose adhesion to the substrate over time, this should not significantly affect the portion of the SAM behind the metal flashing and therefore we consider this to be more of a potential aesthetic issue for DLR to weigh in on. The foil- facedSAM will 'becovered with black 248aflashing. o Also, asa'follow uptnthe sill flashing issue discussed in FRR.15, itismyunderstanding from discussions with Alan that their resolution has been to remove the lower metal flashing piece after the window has been installed. According to Alan, this was completed on the windows on the south elevation of Area A before the metal cladding was installed. This |sbeing removed. Electrical box detailing: Another follow up to my previous field review (and KF|343), | reviewed installation progress of electrical box flashing installed in Area C. The one unit I reviewed that appeared to be generally complete had the fluid -applied flashing membrane (VaproShio|d'sVaproLiqui Flash) installed atthe top and sides of the electrical box (with the bottom open to allow any water that got in the box to drain out). The f|ashinOmembranogenera||yextendeduptntheevehoredgeoftheboxondaboutI''nntnthpadjacentmeta| wall pono|.VaprnShie|d's installation instructions call for the flashing membrane tn extend atleast 2°out beyond the penetration. As long as there isn't a reason to object to this installation, we recommend following the manufacturer's installation instructions for this product and extending the flashing membrane at least 2" onto the face of the metal wall panel. 2" lap onto the panel will be maintained as noted Let meknow ifyou have any questions. Thanks, Adam Neugebauer I Building Science Consultant JRS ENGINEERING|12721301^Ave. NE, 2mFloor, Seattle, WA98l25 1Office; 206.728.2358]Mobile:206.348.3267 Web: www.irsengineering.com Calgary I Seattle I Vancouver For planning 1will be traveling from December 23r, through January 1".|will have limited access to`email and phone during this time. 18-049(m) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 008 DATE: 412812020 PROJECT NO.: 91630501 PROJECT NAME: PSP — Justice Center TO: BUDGET NO.: 305.98 CONTRACT NO.: 18-049.1 ( 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. ACCV'TED: Date 4/29/20 By OriginalContract (without tax)* Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT Contractor BNBuilders Title Project Manager $ 34,049,999.00 APPROVED BY THE CITY OF TUKWILA $ 1,340,990.00 Date 5 /if Zort? $ 244,755.00 By $ 35,635,744.00 ' 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) 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. Ex ibit "A" C A •E CITY OF TUKWILA Project Name Project # TO CONTRACTOR: - SU A Y•FC A - PUBLIC SAFETY PLAN Justice Center CO # 08 II 91630501 Contract # 18-049,1 ( k ) Date 4/28/20 13NBuilders 2601 Fourth Ave, Suite 350 Seattle, WA 98121 COP/CCD # Description Reason Code Amount COP 5121 Revisions to Supply Registers and Return Grilles per RFI 363 and RFI 441. Changed orientation of supply registers and return grilles located behind feature wall and added transfer air grille at B119 interior vestibule. DC $1, 805.00 COP 5142 Added Wall in Area C per RFI 411. Added wall at the counter top between C116 and C109 where no wall type was called out in contract documents. DC $3,260.00 COP 5148 Added Framing and Drywall per RFI 397 and RFI 431. Added backing, drywall and sealant at perimeters of where the detention enclosures met framing in holding areas and added drywall to cover exposed column in A233. DC $3,201.00 COP 5151 Added Security Grilles/Registers/Diffusers per RFI 445. Added security grilles/registers/diffusers (GRD's) in several rooms in the detention areas instead of standard GRD's. DC $5,489.00 COP 5159 Revisions to Overhead Mechanical Systems Due to BIM Coordination. Significant revisions to and re-routing of overhead HVAC ductwork to solve for conflicts encountered during the Building Information Modeling (BIM) coordination process prior to installation. Ductwork revisions and additional modeling were necessary to provide a constructable, code -compliant and accessible (for maintenance) HVAC system. Revisions also allowed for interior ceiling heights to be retained and not lowered in several office areas. Initial costs proposed by the subcontractor were substantially reduced through negotiations with the general contractor and owner to arrive at a fair and reasonable cost. DC $231,000.00 Change Order No. 08 $244,755.00 BNB uilders April 20, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 363 & 441 Dear Ethan, In accordance with RFI 363 dated 1/28/2020, BNBuilders hereby submits our proposal to change the orientation of the supply register and return grille located behind the lobby feature wall. Additionally, our proposal for the supply/install for added grille located in interior of vestibule B119 as shown in RFI 441 is also included. The total proposal of this subject work is One Thousand Eight Hundred and Five dollars $1,805.00. 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 5121 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseai.com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) DINBuilders 2601 Avenue, SuL2, 350 SeatAle, \NA 98121 20.6383443 206,3813440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 363 & RFI 441 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5121 DATE: 412012020 DESCRIPTION OF CHANGE: RFI 363 - Change orientation of supply registers and return grilles located behind feature wall RFI 441 - Add Transfer Aire Grille at B119 Vestibule interior BP 22.00 Johanesen $1,718.79 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $1,718.79 $85.94 $0.27 Total Change Request $1,805.00 To the best of my knowledge and belief, I certi4, that all costs listed above are correct. Contractor Signature Date JOB NAME Johansen Mechanical, Inc. PHo���1-2266 FAX 425-486-6933 CHANGE ORDER DETAIL Tukwila Justice Center BILLING CONTRACTOR BNBuilders, Inc. DATE: JKO|COR moll � DESCRIPTION: Change, Orientations of S Return Grille Located Behind Feature Wall EXCLUSIONS: REFERENCE: UPT�B[ SCHEDULE IMPACT: 1Yes |. LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRN C. LABOR (SHOP JRNYMAN) D. LABOR (DELIVERY) E. LABOR (SERVICE) F. DETAILING & SHOPPOREMAN/COORD H. PROJECT STAFF U. MATERIAL AND EQUIPMENT A. MATERIALS B. EQUIPMENT C. FREIGHT D. RENTALS E. VEHICLES (1omcxLABOR 'vv) *iO1.40 = $ $ 95.06 = $ $ 95.06 = $ $ 79.69 = $ $104.92 = $ $ 97.78 =$ $ 101.46 = $ $ 103.73 = $ MATERIAL EQUIPMENT TOTAL 202.92 285.18 142.59 79.69 ' $ 710.38 54.58 � �$ - l � U|.GUBCONTRACTORS A.ALL SUBS PaoB|M(Shop Drawing & Model Update) 460.00[' SUB SUBTOTAL $ IV. OTHER DIRECT COSTS A. SAFETY @ 8.SMALL TOOLS AND CONSUMABLES@ C. PERMITS 0% QFLABOFLs OTHER DIRECT COSTS TOTAL � 54.58 ^ V.TOTAL ITEMS |.U.U|.AND K/ ViOVERHEAD &FEES A. OVERHEAD B. PROFIT C.GUBCONTRACT0RMARKUP TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL VALID FOR 30 DAYS 1,224.96 $ 114.74 � $ 36.80 This change proposal only includes costs that can boidentified okthis time. This change proposal does not include any amount for changes inthe sequence nfwork, delays, disruptions, rescheduling, extended overhead, acceleration nr impact costs. Johansen Mechanical expressly reserves the right to address any and all of these and related items D,R Group PRO FROM Sabrina Ames Bill Brown City of Tukwila Justice Center 73-17158-00 TJC RFI #363_Register and Grille Located Behind Feature Wall RFI 1/30/2020 363 01891 Answered Info Exchange Please reference ASI 27 that was issued 1/16/2020 and the attached HVAC Shop drawings. It was discussed with the design team that both a register and a grille are currently designed to be installed behind the feature wall (see attached for approximate location). Please confirm it is acceptable to have the grille and register installed behind the feature wall as planned or provide alternative location and layout dimensions for new placement. Note: If these are scheduled to remain behind the feature wall, part of the feature will need to be left out until the balancing process for the mechanical units has been a completed. Response (Answered) from: Samuel Taufen (DLR Group) Remarks: Grille and register to be installed behind the feature wall. Grille and register to be installed in the vertical orientation as to match the aesthetic of the wall. Install with the most free area exposed as possible. Ensure that the feature wall is not mounted on the air terminal, and that there is space between the feature wall and the grille/register in locations that the wall covers up the air terminal. See comments on RFI attached sheet 2, A11.10. See attached M1.1B for updated drawing. DLR Group sames@dlrgroup.com BNBuilders HHAti bill.brown@bnbuiiders.c om 206-461- 6094x73-6094 pHoNE 206-382-3443 Pact._ 1 of 2 ! [�Y � oxTso ! TroF � T]CRFl#3| / � ! 1 1/21/2�2D and | � | � FeatUreVVeU.pdf � / mumesn oupT-is� Bill Brown ui|dcrs) 8rennaChhstenoen u1|ders) Dillon Webster (DLRG Ephnann Harsh BNDU ld8rs) Ethan Bernau (5hie|s Ob|eto]ohnsen) Geri Urbas (BNBui|ders) Jeff Clark (8NBui|der) Sabrina Ames (DLRGnoup) Steven Schmitz (DLR Group) /30/3O2O 01891 Page2ofZ Request for Information RFI No: 363 BNBuilders Tukwila Justice,Ctr Construct. 15005 Tukwila Inter, Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: January 21, 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: Register and Grille Located Behind Feature Wall Discipline:: Architectural Submitted By:: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor. Johansen Construction Co., Inc Subcontractor RFI Na Question Date Required: 1/28/2020 Please reference ASI27 that was issued 1/16/2020 and the attached HVAC Shop drawings It was discussed with the design team that both a register and a grille are currently designed to be installed behind the feature wal(see attached for approximate location). Please confirm it is acceptable to have the grille and register installed behind the feature wall as planned or provide alternative location and layout dimensions for new placement Note: If these are scheduled to remain behind the feature wail part of the feature will need to be left out until the balancing process for the mechanical units has been a completed Answer DLR Response: Grille and register to be installed behind the feature wall. Grille and register to be installed in the vertical orientation as to match the aesthetic of the wall. Install with the most free area exposed as possible. Ensure that the feature wall is not mounted on the air terminal, and that there is space between the feature wall and the grille/register in locations that the wall covers up the air terminal. See comments on RFI attached sheet 2 A11.10. See attached M1.1B for updated drawing. Answered by: Sam Taufen Date Answered: 28/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 3 U5 g 9§ggga"sEEHgSgg5 sss i sg9 II II 9 3j3g999g5;s195'Sg I' ••^ i �3°����ig3333333333 -.. .._..�--_ V-�ig3��3`:a3gg Wiliiiiii a3 `3 3 �� gg?333��3 �3�ig3 1l sae. w.w." 3'� O ". r — _nn,, II o UPPER MEMBERS 3 � w.fE wrw:ra ti r- _ (L.Y. RYODERI LOWER MEMBERS er L 1, i I 0 y_ yy.yaa —,70 a7yxy7g3y_-�x �7 ya7yxa» _.a3�y�y-'-' a..y7x x�3 RI.' E.csoSEE., m. msre rEo w.Eiex 1 ' UKWILA JUSTICE CE TY OF TUKWILA , aEEM,C01,,®— PIM MI kssos NI�s.MI Ihil II — UPPER WOOD WALL MOUNT I rThi WWOOOD WALL CENTER DETAIL A E �n,a.nEEa H a x: ,rcx..om °LL5 n sc�mawnEsaaan CONFORMED SET a,s E ceawu snare.wE. 4900T TareonwaaE,�a° m o il CM CM. DE. PM —"4 Pub �u,KK. 711I15600 kgg w.°.meKn°u, WOOD WALL AREA B LOBBY fl ' WOOD WALL SECTION LOWER WOOD WALL MOUNT E WOOD WALL ATTACNEMENT O A11.10 LEGEND NOTES HVAC GENERAL NOTES KO.. TES11.1.1411.0. MEW POD 0.1 OUTS NIL WC PS LOTT:E=.400 ',—� s „s .{ 111141 ro.bm. smpmn. s,,.,,yscc,�w 1110/.51411414.1111001114 TEO 10DES01 DOW C01131 n. KEYNOTES. M1.111 0.11.04111.111.00.0.1100110100. SW. o,,,smuaar'xnmeF „0,,,,s MCP DE IS rt' m Ea O: �� .:. �Y MA COD m nra^en,mcxw Q �1�eN Aii ,rR wee � 5`l`w U na:, .., f le a.rE 9 oas �. 1/ Yevs¢t ! . .,A =n-, tens . Ia . •" _ EN 4 .90 LA mss S`n +ss ::�.�.s.z+.a®.m..:.+�s.+.s::,:.aim.+.+.:... w ' a.:J g I— u CONFORMED KEY PLAN c SET Mug M,.OSm,14 o .+ x c s » Rnnissa W 4 g' $ HVAC PLAN, FIRST LEVEL — AREA B ---- HVAC PLAN, FIRS1`LEVEL - AREA S E R .w,E „rr• r, M1.1B Johansen Mechanical, Inc~ PHONE e5-4n��FAX 425-486-6933 CHANGE ORDER DETAIL JOB NAME Tukwila Justice Center DATE: BILLING CONTRACTOR BNBuilders, Inc. JKU|COR#: JOHANSENJOB # pi1O8O DESCRIPTION: r EXCLUSIONS: EXCLUSIONS: REFERENCE: lBNB|RF[441Transfer Air GhKe at B1 19 Vestibule SCHEDULE IMPACT: iYes i LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRNYNAN) C. LABOR (SHOP JRNYMAN) 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. RENTALS UiSUBCONTRACTORS A. ALL SUBS IV. OTHER DIRECT COSTS B. SMALL TOOLS AND CONSUMABLE8@ C. PERMITS OTHER DIRECT COSTS TOTAL �§ @ @ R8@ E_LQPjHRS @ Ol0HR8@ O.0OHRS@ LABOR TOTAL G1O1.40 =$ $ 85.06 = $ $ 95.06 = $ $ 79.69 = $ $1O4.92 = $ $ 97.78 = $ $ 101A8 = * $ 103,73 = $ MATERIAL EQUIPMENT TOTAL SUB SUBTOTAL � * � k V. TOTAL ITEMS 1, 11, 111, AND IV VI. OVERHEAD &FEES A. OVERHEAD B. PROFIT C. SUBCONTRACTOR MARKUP TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL VALID FOR 30 DAYS This change proposal only includes costs that can beidentified atthis time. This change proposaldoeo notinclude any amount for changes in the sequence of work, delays, disruptions, rescheduling, extended overhead, acceleration or impact costs. Johansen Mechanical expressly reoomes the right hoaddress any and all nfthese and related items ofcost prior tofinal settlement nfthe contract. DK R Group pao/scT� susmsc�� r/pe� vVeposs� guosTxzm� Nxwe M|cheUe]avan m m111we r'-- - Bill Brown � �EthanBernau Geri Urbas Jeff Clark � MicheUe]aYan � Steven Schmitz City ofTukwila Justice Center 73-17158-00 TIC RFI #441-Transfer Air Grille at B119Vesbbu|e RFI Answered WA� Info Exchange uxrssewr` n�N�smrr�v�zo� 4/15/20Z0 441 02214 Please reference the Grille kG-3 located onthe East side ofVestibule 8l19onSheet Ml1B.Currently, only (U48"x1J"grille iscalled out tobeinstalled exterior side of the vestibule. This could potentially cause an "unfinished" look on the interior side of the vestibule. Please advise if additional grille is required on the interior side of B119aswell. Response (unswereu)from: Samuel Ta",en(oLRGroup) Provide additional grille at B119 as proposed in this RFl cowpxN DLR Group compnmv BNBui|ders BhielsObletz Johnsen - - BNBui|dera �BNBuUders |DLRGromp ! DLR Group �-smxn�___�___ � bill. brown@bnbuilders.c om � ethanb@sojsea.com geh.urbas@bn ui|ders.c om JeffI]arh@bnbuUders,c om�nn � mjavan@d|rgrVUp.conn rHoms 2O6-461- rnomc 206-382-3443 � 206-838-3705 � � 206-382-3443 206-382-3443 6065n736065 � �- --- - - --i ! 206-461- | Page 1 ofZ TarasYaremchuk BNBuUders gTv | oxrso ! em�� vHows _+ taras.yarennchuk6�bnbui | 206-382-3443 rnLs / wuwasx | � T]C0B#441-7ransferAir / | 4/6/2020 � Grille atB119 Page2o�Z Request for Information RFI No: 441 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: April 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: Transfer Air Grille at B119 Vestibule Discipline: Mechanical Document Reference: M1.1B BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Spec Section: Subcontractor Johansen Construction Co., Inc Subcontractor RFI Na 72 Question Date Required: 4/13/2020 Please reference the Grille(G-3) located on the East side of Vestibule BL19 on Sheet M1.1B. Currently, only (1) 48x12 grille is called out to be installed exterior side of the vestibule This could potentially cause an unfinished look on the interior side of the vestibule. Please advise if additional grille is required on the interior side of E119 as well. Answer rovide Answered by: T ufen rifle as su es e in this Ft. Date Answered: 2 Copies To: Company& Contact Fax Notes Page 1 of 1 Jo ansen ec anical inc. 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 #: 072 PHONE NUMBER: 206-492-0363 DATE: 04/03/20 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 : Transfer air at B119 vestibule REF. Attached markup of M1.1B DESCRIPTION: Drawing M1.1B only indicates (1) 48x12 G3 GRD, but the ceilings on either side of the wall are indicated as "OTS - Open To Structure" Please advise whether an additional grill is required on the B119 vestibule side of the wall as well. DATE: 3-Apr-20 SIGNED BY: COST IMPACT: yes SCHEDULE IMPACT: no Cory Slack REPLY REQUIRED BY: CLARIFICATION: APPROVED DISAPPROVED: VARIATION REMARKS: RECEIVED BY: DATE: APPROVAL: DATE: I i 1 LEGEND NOTES HVAC GENERAL NOTES ADDGF.110,1101ES TAT APE RACCOON Prte,141C1.1./.11 1.1.1..1/1110,n0111,1301.1,1',CO.C-1101. ......15 1 ROME .¢.C11.1.1114,1011,9fIU.1"5 4 .11.11.1[19.511,E.16,1,a1M.3.411£1,111,151120. DLR Group Pr4.1. Enpn., Rif mg Wren Of' ' „,, .. i j'. , r® ''' , WtiCKVE111151.E.51141eICEM a .4140.1.1./...35.1.110,1tSiE0.1..11.01.41,E 10,61...10ESDERWOINSPECalCA11011,4 SYSII...51.1.1,1E 11.0.1.01111.11...1410 ARV wax..mmm tossas manes Anus. to boom. carrina. NEYNOTES 44118 1 MM. VC1,11.£..A.111,10110P 3 C0.1411.1.9,11FOR.IRECaraltallIVIIITIR Mt. (11/01"....4C81.11140.42,1,11,1[4,11C191...011 1.1,1 a. C yr' ...RE/. , .....E ...,,,,....0 p,o,.,,,o,,,,,...,..... 4 11414.1.1/1111/CES1111.1"CIONPROSM.0111. 8 smIrf ommoosssovt ...mat .on, CIEVALEF11.111010.11.1%01,15.1.11'0. / Rant wawa... CAM ,11 L '1-'---4'.' ' io arCI.1.1".1.21.5..0151,11C.CP.R.1.14114 ....,— ,,, \ "'L‘'.' u ..,,,,,,,,........ pm,rijou....yinps MILZFIC'11,1ERS'""'11;11.1./I'''.01d''..51''SIFTE91,1 °lid ..... -0 R01...54.015M14/.11,11,SWEIVIC110.1 . 1,01.1)11[11"...1.11111CISIS If 1,..11.1.1111,,,10,AraREMERS ii ' 1,4/1. .A...i .,,„. y $ ., . ID 'MA R0510e.a.11.110111111111111-11 11 l'41,11.10d111.1:ES LAY. , ea .o..IPn1. .i . .G.XrS. t. Arl1,63— o"EST1t= 12.51"..1. MLLE 1,1,11.1 ll t " - — ›f .,e . , _ JUSTICE CENTER LA Cu9.r:,-,r. oi_tn:S-e ." .A. -n—inl•y— , vo vo _J '''•69S1„ 4.A. T''.' , L MA, 0 - 4 1----- _ vo --, p ...- I. D if CONFORMED Vtl 1,D KEY PLAN c SET as,. csra ts..11,0t4 1.11.mt - --- — V/17/#d... 711115800 MVU\ HAC PN. FIRST LEVEL - AREA B HVAC PLAN, FIRST LEVEL - ' ..g rroVH - M 1.1B BNBuilders April 16, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 411 Dear Ethan, BNBuilders hereby submits our proposal for RFI 411 — Wall Type Between C116 0109. The total proposal of this subject work is three thousand two hundred and sixty dollars $3,260.00. 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 5142 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustineksoseai.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitzAdIrgroup.com) BNIBuliclers 2601 48' Avenue, Suite. 350 Seattle, WA 98121 I; 206.3323443 F: 206,3823440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuittlers PROJECT NAME: Tukwila Justice Center CCDIASI #: 5142 COP #. RFI 411 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 4116/2020 DESCRIPTION OF CHANGE. Added wall per RFI 411 in between C116 and C109 IBP 09.20 Northwest Partition lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $3,105.00I $3,105.00 $155.25 -$0.25 Total Change Request $3,260.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #411 - added wall under countertop Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0042 External/RCO# GC Ref# Date Mar 16, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Layout Frame Interior Hang Interior GWB Finish Tape Stock DNV - Onsite Clean -Up DNV Material 3 5/8" STUD 1 1/4" FLANGE (33MILS) 20GA 3 5/8" TRACK 1 1/4" LEG (33MILS) 20GA 5/8" TYPE "X" DRYWALLI X58 LITE TAPING COMPOUND LITE ALL PURPOSE COMPOUND Pony Wall support 34 1/4"X2" LAG BOLT Total Miscellaneous Charges Quantity UOM Unit Total Rate 1.50 Hrs 1.50 77.57 12.00 Hrs 12.00 72.31 5.00 Hrs 5.00 73.76 9.00 Hrs 9.00 70.77 2.00 Hrs 2.00 72.31 2.00 Hrs 2.00 72.31 Size Quantity UOM 146.00 PCS 10' 6.00 PCS 4'X12 4 00 SHT BOX 1 00 EA BOX 2.00 EA EACH 3 00 EA 1 12.00 EA Total $116.36 $867.72 $368.80 $636.93 $144.62 $144.62 Total Labor $2,279.05 Unit Price .9972 LF .9504 LF .414 SQFT 11.82 EA 11.82 EA 42.00 EA .38 PCS Total $83.76 $57.02 $79.49 $11.82 $23.64 $126.00 $4.56 Total Material $386.29 Total B&O Tax 48')/0 GL Insurance 1% $12.79 $26.78 Total Miscellaneous Charges $39.57 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers 20006 - I44th Avenue NE, Woodinville, WA 98072 Run on: March 16, 2020 9:21 AM Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $2,279.05 $386.29 $0.00 $0.00 $39.57 $2,705.20 $399.80 0.00 15.00% 8.00% Total: $3,105.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com 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 GOOFS-33 400F5-54 CRCCLI PHVY 162S125-30 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 LF Studs LF Studs 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 Track 1000 LF LF Track 1000 LF LF Track 1000 LF 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 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 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 OONSTRUCTtOW 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 WAP JTAPING 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 ite Weight All Purpose Joint Compnd 3 I e 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 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 5 ga LF LF LF LF LF LF LF LF LF LF SF EA LF LF LF EA EA EA SF SF 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 Bill -To Address NORTHWEST PARTITIONS 20OOG144tbAve NE Woodinville WA 98072'4461 Standard Order 581916400 Hilti|mc. 5408Snuth 122nd East Ave. Delivery Address NORTHWEST PARTITIONS Tukwila Justice Center 15OO1TUh3NLAINTERNATIONAL BLVD SEATTLEVVA 98188'2298 Page 1(1) Order Type: Order Date: Our Contact: Standard Order 1O/29/2O1S 1U/2S/2U1O Cory Driver Customer Number: Purchase Order mu' Your Rvfe,enm" Your Main Contact: Your Main Contact Tel.: 10788103 00399 CHRGAYERS 425-375-2500 Item No. Description Ordered Quantity Net Price/Unit Net Value 4BOX of1OVEA=400 EA� Line Total 38.28 BOX 153.11 Final Total USD All transactions subject »oHUu'sTerms and Conditions available atvmww.mm.cnm. SCAFCO FLOOR ANCHOR AND PONY SUPPORTS FA - Stud Stiffening Floor Anchor Clip FA337-68 3 3/8" Floor Anchor Clip 68 mil 0,76 EA FA550.68 5 1/2" Floor Anchor Clip 68 mil 1.22 EA FA950-68 91/2"Floor Anchor Clip 68 mil 2.12 EA FA337-118 3 3/8"FLOOR ANCHOR CLIP 118 MIL 1.41 EA FAS50-118 5 1/2" FLOOR ANCHOR CLIP 118 MIL 2,29 EA FA950-118 9 1/2" FLOOR ANCHOR CLIP 8MIL 3.95 EA PW-168 PLATE WASHER 2"Xl 1/4" W/ 5/8" HOLE (7GA) 1.44 EA SCAFCO PONY WALL SUPPORTS PONYWALL PONYWALL SUPPORT 34" 42.00'EA PONYWALL36 PONYWALL SUPPORT 36" 49.00 EA PONYWALL48 PONYWALLSUPPORT 48" 51.00 EA PONYWALL60 PONYWALL SUPPORT 60" 59.00 EA SCAFCO SPLICE CLIPS ELEV -Elevator Splice Clip 362ELEV-33 3 5/8"ELEVATOR STUD SPLICE CLIP 33 MIL 4.99 EA 600ELEV-33 6" ELEVATOR STUD SPLICE CLIP 33 MIL 6.82 EA SCAFCO BACKING AND BLOCKING PRODUCTS KB - KWIK BACK CLIP KB162 15/8" Kwik-Backing Clip 33 mil 0.60 EA NT-Notched Track Backing 400NT125-162-S16-54 4" NOTCH TRACK125 15/8,FLANGE 16"OC 54MIL 1193.50 MLF 600NT125-162-516-54 6" NOTCH TRACK 125 16' OC-54MIL 1561.00 MLF 800NT125-162=516-54 8" NOTCH TRACK 125 6'' OC 3206.00 400NT150-162.516-54 4" NOTCH TRACK 150 15/8-FLANGE 16"OC 54MIL 1291.50 LF 600NT150-162-516.54 6" NT 150 16" OC'54M1L 1652.00 LF 800NT150-162-516.54 8" NOTCH TRACK 150 15/8 FLANGE 16"OC 54MIL 3360.00 NS-Notched Stud Backing 400NS050-162-516-54 4" NOTCH STUD 05016" OC 54MIL 1827.00 MLF 600NS050-162-516-54 6":NOTCH STUD 05016" OC"54MIL 2443.00 LF 800N5050-162-516.54 8" NOTCH STUD 050 162 FLANGE 16" OC 54MIL 3052,00 MLF 400NS100-162-516.54 4' NOTCH STUD 10016" OC'54MIL 2135.00 ML 600NS100-162-516-54 6" NOTCH STUD 100 16" OC 54MIL 2751.00 80ONS100-162-516-54 8" NOTCH STUD 100 162 FLANGE 16" OC 54MIL 3360.00 TB -Track Blocking TB362-162-516-54 3 5/8" TRACK BLOCKING ,1 5/8" FLANGE16"OC, 54 MIL 4.69 EA TB362-162-524-54 3 5/8" TRACK BLOCKING, 15/8" FLANGE, 24"OC, 54 MIL 6.82 EA TB400-162-516-54 4" TRACK BLOCKING 162 FLANGE 16" OC 54MIL 4.96 EA TB400-162-S24-54 4" TRACK BLOCKING 162 FLANGE 24" OC 54MIL 7.20 EA TB600-162-516-54 6" TRACK BLOCKING AT 16" O.C. 54MIL - 6.37 EA TB600-162-S24-54 6" TRACK BLOCKING 24"OC 54MIL 7.41 EA TB800-162-516-54 8" TRACK BLOCKING, 15/8" FLANGE,16"OC, 54 MIL 7.79 EA EA TB800-162-524-54 8" TRACK BLOCKING 54MIL 24" OC 11.33 TB1000-162-S16-54 10" TRACK BLOCKING 16' OC 54MIL 9.20 EA TB1000-162-S24-54 10" TRACK BLOCKING, 1 5/8" FLANGE, 24"OC, 54 MIL 13.38 EA T81200-162-S16-54 12" Track Blocking, 15/8" Flange, l6"OC, 54 mil 10.61 • T81200-162-S24-54 12" Track Blocking, 15/8" Flange, 24"OC, 54 mil 15.43 EA FTB-Fire Track Blocking FTB362-162-S16-54 3 5/8""FIRE TRK BLOCK 162 16" PC 54MIL 5.06 EA FTB362462-524-54 3 5/8" FIRE TRACK BLOCKING 24' OC 54MIL 5.75 EA FTB400.162-516-54 4" FIRE TRACK BLOCKING 162 FLANGE 16"OC 54MIL 4.27 EA FTB400-162-S24-54 4" FIRE TRACK BLOCKING 162 FLANGE"24"OC 54MIL 9.76 EA FTB600-162-516-54 6" FIRE TRK BLOCKING 16"OC 54MIL 6.87 EA FTB600-162-524.54 6" FIRE TRACK BLOCKING 1 5/8" FLANGE, 24"0C, 54 MIL 9.76 EA FTB800-162-S16-54 8" FIRE TRK BLOCKING 16" OC 54MIL 8.39 EA FTB800-162-524-54 8" FIRE TRACK BLOCK 24" OC 54MIL 11.93 EA FTB1000-162-516-54 10" Fire Track Blocking, 15/8"Flange ,16"OC,54mil 9.93 EA FTB1000-162-524.54 10" Fire Track Blocking,15/8" Flange, 24"OC, 54 mil 14.10 EA FTB1200-162-516-54 12" Fire Track Blocking 5/8" Flange,16"OC, 54 mil 11.44 EA FTB1200-162.524-54 12" Fire Track Blocking, 15/8" Flange, 24"OC, 54 mil 16.27 EA This pricelist invalid for the dates listed only. Prices, Terms and Availability are subject to change without notice. D.R Group to„SCE:: ESTICON ANSW FROM IFF Michelle Javan E City of Tukwila Justice Center 73-17158-00 RFI #411_ Wall Type Between C116 & C109 RFI Answered I A: 3/2/2020 411 02036 Info Exchange No wall type is called out at the counter top between C116 and C109. Per response to submittal 02-081113-1, this should be a wall type 54.2. Please confirm. Response (Answered) from: Steven Schmitz (DLR Group) Remarks: S4.2 is acceptable, with PLAM-1 face sheets as indicated 41-42/A11.2 Steve Schmitz - DLR Group 03.02.20 Ephram Harsh Bill Brown Brenna Christensen Ethan Bernau Geri Urbas DLR Group BNBuilders BNBuilders BNBuilders Shiels Obletz Johnsen BNBuilders mjavan@dlrgroup.com Ephram.Harsh@bnbuild ers.com bill. brown@bnbuilders.c om brenna.christensen@bn builders.com ethanb@sojsea.com geri.urbas@bnbuilders.c om 206-461- 6065x736065 206-382-3443 206-382-3443 206-838-3705 206-382-3443 m"Aws Jeff Clark ._ Sabrina Ames ' Steven Schmitz '(-TY o4T2o | BNBui|dera 'DLRGroup |DUR Group 2/25/2OZ0 coIITes: Bill Brown BrennaChhstensen EphrannHarsh EthauBernau GedUrbas Jeff Clark Sabrina Ames Steven Schmitz � � 3/2/IO2O 02036 �smm� ]eff.C|ark@bnbui|denac Vm | - | sannes@d]rgroup.con> � sschmUtz@d|rgroup.com Trre RFI #411 Wall Type Between C116{kC1O9.pdf / (BNBui|d (BNGuilders) (BNBuikjers) {5hie|sOb|etzJohnsen) (BNBui|ders) (BNBui|decs OLRGnnup) (DLRGroup) pnoms 206-382-3443 / 2O6-461- 2O6-461- � G044x73-6044 PagoZ of2 Request for Information RFI No: 411 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: February 25, 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: Wall Type Between C116 & C109 Discipline: Architectural Document Reference. A1.1C Subcontractor: Northwest Partitions Question Spec Section: Subcontractor RFI Na Date Required: 3/3/2020 No wall type is called out at the counter top between C116 and C109. Per response to submittal 02-081113-1, this should be a wall type S4.2. Please confirm. Answer S4.2 is acceptable, with PLAM-1 face sheets as indicated 41-42/A11.2 Answered by: Steve Schmitz - DLR Group Date Answered: 03/02/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 COUNTERTOP: SS-1 CABINET FACE: PIAM-1 41 ROOM C1O9 COUNTER A11.2J SCALE 1/4" = 1'-0" COUNTERTOP: SS-1 CABINET FACE: PLAM-1 42 PROBATION COUNTER SLOTS A11.2 / SCALE: 1/4' = 1'-0" PROBATION <C116> 3" X 12" BROCHURE SLOTS WITH MELAMINE INTERIOR vs, DoorA a a'aat Size Location a 3ti4 � 1 _ - m i s S j 1:11b ` r1 C118.2.. 3' 0" x 2' 8" LOBBY C109 to PROBATION C116 None LH 1 3/4" HMF 1 .� 7 3/8" Er G 3' 0" x7' 0" PROBATION C116 to COPY C117 None RH 1 3/4" HMF " 3F G .A1441 3' 0" x 7' 0" STAFF HALLWAY C120 to VESTIBULE C118A None LH 1 3/4" HMF 1 7 3/8" 3F G Rag 3' 0" x 7 0" VESTIBULE C118A from JURY C118 None RHR 1 3/4" HMF 1 8 1/2" 3F G mil 3'0"x7'0" VESTIBULEC118A to JURY WC C119 None RH 1 4" HMF 1 812" 3F G 3' 0" x 7' 0" STAFF HALLWAY C120 to COPY C121 None LH 1 3/4" HMF 1 7 3/8" 3F G 3' 0" x 7' 0" STAFF HALLWAY C120 to DIRECTOR C122 None H 1 3/4" HMF 1 7 3/8" TR G Contract Hardware, Inc 94,2 WALL TYPE, 6-1/8" JAMB BNBuilders April 13, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 397 and RFI 431 Dear Ethan, BNBuilders hereby submits our proposal for RFI's 397 - Gap between Detention Enclosure Walls and Framing and 431 - A233 Exposed Steel on North Wall. The total proposal of this subject work is Three Thousand Two Hundred and One dollars $3,201.00. 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 5148 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim austineksoseaj.com) Geri Urbas (qeri.urbas(bnbuilders.com) Steve Schmitz (sschmitz@dIrqroup.com) BNBuilders 2601 4121' Avenue, Suite 1350 Seattle, WA 98121 T: 2.06:382...3443 F: 206.382.3:440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: 5148 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: RFI 0397 & 0431 DATE: 41912020 DESCRIPTION OF CHANGE: RFI 0397 added backing!GWB and sealant at perimeters of where the detention enclosures met framing. RFI 0431 furred the north wall out when grid was already up and painted. BP 08.10 BP 09.20 BP 09.90 Doors, Frames and Hardware Northwest Partition Northwest Complete Contracting lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $1,304.31 $1,367,00 $377.42 $3,048.73 $152.44 -$0.17 Total Change Request $3,201.00 To the best of my knowledge and belief, 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 #: COP #: Contractor Name: BNBuilders DATE: DESCRIPTION OF CHANGE: Per RFI #397 provide sealant and backing. RFI #397 41912020 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 $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) $1,207.69 $96.62 Total Subcontractor Change Request $1,304.31 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 8% Quoted To Company: Attn: Address: Phone: Fax: BNBuilders Bill Brown CC: Jeff Clark 2601 4th Avenue, Suite 350 1 Seattle, WA 98121 (206) 382-3443 (206) 382-3440 CHANGE ESTIMATE #: Submitted Date: 4/3/2020 Submitted By: Kyle Struna 09 Project Name: Tukwila Justice Center Project Address: 15045 Tukwila International Blvd Tukwila, WA 98188 Client Project *I: 119704,0-01 CML Project It 1459 Documents Referenced: This quotation acknowledges the following documents and coordination efforts leading to this change estimate: Tukwila Justice Center Confirmed Architectural Set - Dated 08.16.19 Tukwila Justice Center Confirmed Specifications Set - Dated 05.10.19 Email RFP associated with GC RFI 5397 (Responded Closed) sent to CML 4/2/2020 Quotation Summary: This quotation acknowledges the following specification scope impacts per references above: Specification section 07 92 00 -Joint Sealants at locations indicated via highlights on attached document (Approx 100 LFT) (6ct) vertical locations in Area "A" (act) vertical locations in Area "C" Note: GWB, backing, dry wall work of any kind by others. Inclusions: The following are subject to cost: Furnish/install security sealant at furred/backed GWB wall locations that meet Trusswall Per specifications, CML providing Pecora Dyne. SC limestone color Tools and Freight Note: If work occurs after demobilization, additional costs and time will be required for travel. Assuming offloading equipment provided by GC. Exclusions: Exclusions include, but are not limited to: Anything not expressly outlined above, 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, SEC, 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, add mobilizations, comm systems, drywall, thermal breaks, forklift rentals, expediating, frames, extended warranties, sealants at any other location than those highlighted in the attached document Total (Pricing Valid for 30 Day* 1,207.69 Approved By (Print Name) Signature of Authorized Representative Date CORPORATE HEADQUARTERS 1 1785 WEST 16010 AVE., SUITE 700 ( BROOMFIELD, CO 80023 ( P. 720 466 3650 ( F. 720 438 7573 I www.cmisecurity.us SAN ANTONIO REGIONAL OFFICE I 16103 UNIVERSITY OAK, SUITE 200 1 SAN ANTONIO, TX 78249 1 P. 210 467 9255 CHANGE ESTIMATE #: Submitted Date: 4/3/2020 Submitted 8y: Kyle Struna ©9 TABOR INFORMATION Classification: Number of Workers: Duration (Hours): Total Hours: Wage Rate: Total: DEC Forman: 1 1 1.00 $ 121.70 $ 121.70 DECJourneyman: 1 8 8.00 $ 91.85 $ 734,80 Total N of Workers: 2 Total Hours: 9 Labor Subtotal: $ 856.50 15% Overhead & Profit: Labor Total: $ 128.48 $ 984.98 MATERIAL INFORMATION Description: Quantity: Unit Cost: Total: Dynaflex SC, limestone, 20oz sausage tube + bulk cartridge tips 2 $ 35.00 $ 78.75 Estimated Freight 1 $ 25.00 $ 25.00 $ - $ $ 103.75 O.SO% Tax: $ 0.52 15% Overhead & Profit: $ 15,64 Material Total: $ 119,91 Description: Quantity: Unit Cost: Total: Bulk Load Caulking Gun 1 75.00 75.00 $ 75.00 0.50% 15% Sales Tax: Overhead & Profit: Equipment Total: 0.38 11.31 $ 86.68 0 ARVINFOR Subcontractor Total: Labor Total: Material Total: Equipment Total: Subcontractor Total: 0,25% Insurance: Sub Total: 1,10% Bond: Grand Total: $ 984.98 $ 119.91 $ 86.68 $ 2.98 $ 1,194.55 $ 13.14 $ 1,207.69 CORPORATE HEADQUARTERS 11785 WEST 160t" AVE., SUITE 700 I BROOMFIELD, CO 80023 1 P. 720 466 3650 I F. 720 438 7573 I www.cmisecurity.us SAN ANTONIO REGIONAL OFFICE 116103 UNIVERSITY OAK, SUITE 200 I SAN ANTONIO, TX 78249 I P. 210 467 9255 2 NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #397 - Impact board at panel gaps Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0043 External/RCO# GC Ref# Date Mar 18, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Hang Interior GWB Material 5/8" VERY HIGH IMPACT DRYWALL X Total Miscellaneous Charges Size 4'X12' Quantity UOM Unit Total Rate 4.00 Hrs 4.00 73.76 Quantity UOM 100 SHT Total $295.04 Total Labor Unit Price 1 2564 SQFT $295.04 Total $60.31 Total Material $60.31 Total MO Tax .48% GL Insurance 1% $1.71 $3.57 Total Miscellaneous Charges $5.28 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%: Sub Overhead: $295.04 $60.31 $0.00 $0.00 $5.28 $360.70 $53.30 15.00% $0.00 8.00% Total: $414.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com Run on: March 18, 2020 2:16 PM Where customer service still has meaning. Tacoma, WA 540 East l5th 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 600F5-33 400FS-54 CRCCLIPHVY 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 Hat 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 IF 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 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: 4/5/1019 Req. at Jobsite: 9/10/1019 362T125-54 362T250-33 362T250-54 362T250-68 6005125-30 6005125-33 6005162-33 600T125-30 600T125-33 150A150-30 SECUR1.0-16 SECU RACLP B1XW B412NB CJGWB LWAP LWTAPING PTAPE X58 X58H1 X58MMR X58DURO 400CH-33 400JT-33 X1SW LG LAS 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 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 gal Lite Weight Taping Joint Compnd 3.5 gal 2-1/16" Paper Tape - 500'/Roil 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 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 LF LF LF LF LF LF LF LF LF LF SF EA LF LF LF EA EA EA SF SF 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 To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle,WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #431 - added 1/4" GWB layer to cover steel of north wall at room A233 Project: Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0048 External/RCO# GC Ref# Date Apr 01, 2020 Job # 2066 Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Hang Interior GWB Finish Tape Stock DM - Onsite Clean -Up D/W Material 1/4" DRYWALL LITE ALL PURPOSE COMPOUND Total Miscellaneous Charges Size 4'X8' BOX Quantity UOM Unit Total 2 50 Hrs 2 50 5.00 Hrs 2.00 Hrs 1.00 Hrs Quantity UOM 3.00 SHT 2.00 EA 5.00 2.00 1.00 Rate 73.76 70.77 72.31 72.31 Total $184.40 $353.85 $144.62 $72.31 Total Labor Unit Price 414 SQFT 11 82 EA $755.18 Total $39.74 $23.64 Total Material $63.38 Total B&O Tax .48°/0 GL Insurance 1% $3.93 $8.22 Total Miscellaneous Charges $12.15 AUTHORIZED BY: ON BEHALF OF: BNBuilders, Inc. PROJECT MANAGER: Harold C Ayers ESTIMATOR: Harold C Ayers 20006 - 144th Avenue NE, Woodinville, WA 98072 Run on: April 1, 2020 1:30 PM T 425-375-2500 Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $755.18 $63.38 $0.00 $0.00 $12.15 $830.22 $122.78 $0.00 15.00% 8.00% Total: $953.00 F 425-375-2540 http://www.nwpart.com Where customer service still has meaning. Tacoma, WA 540 East 15thi 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 600F5-33 400F5-54 CRCCLIPHVY 1625125-30 162T100-30 2505125-33 250SLT250-33 250T125-33 3625125-30 3625125-33 3625125-43 3625162-43 3625162-54 362S250-54 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 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 5tuds 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 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 X58HI X58MMR X58DURO 400CH-33 400JT-33 XISWLGLAS BU LLET3 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 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 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 LF LF LF LF LF LF LF LF LF LF SF EA LF LF LF EA EA EA SF SF 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 Tukwila Justice Center SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: Contractor Name: BNBuilders DATE: DESCRIPTION OF CHANGE: 17 41112020 RFI #431 Paint new GWB noth wall and tie in east - west walls due to furing out the column 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 $274.00 $54.19 $0.00 $328.19 $49.23 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $377.42 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request 5377.42 To the best of my knowledge and belief, I certify that all costs listed above are correct. Priavt,ierkpcapt.slei 4/1/2020 Contractor Signature Date 15°/0 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: RFI 431 north wall and tie in CCD/RFI: CP#: 17 Dated 4/1/20 Description Quantity Unit Prod. Hours A.1.Labor A.1. Labor Premium B. Material C. Equipment $/Unit Costs $/hour Cost $/hour Cost $/Unit Costs $ - $ - $ - Sandpaper 0 pack $ - 7.98 $ - $ - Vinegar 0 gal $ - 14.00 "$ - $ - Primer 1 gala $ - 1525 :$ 15.25 $ -. Finish 2 :gal _., $ - 19.47 $ 38.94 $ - Labor 4 68.50 $ 274 $ - $ - $ - $ - $ - 65ft Boom Lift 0 day $ $ - 113.10 $ - $ - $ - $ - $ -. $ - $ - $ - $ - $ - - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - $ - $ - $ - $ - $ - $ - $ $ $ - $ $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Cost. of Work A. $ 274 $ - $. - B. 54 C. $ - ��roun nuesTx7w' �mswen� City ofTukwila Justice Center 73-17158-00 Gap between Detention Enclosure VVa||s and Framing RFI Answered o�resswT� 2/J5/2020 397 02021 Info Exchange Where there is an interface between detention walls and framing/gyp there will be a gap` Please advise ifbacker rod and sealant is acceptable inthese locations and advise ofany requirements for the sealant. AtS4.1 m/a||s there is not gypsum installed on the detention side sn we would need some sort of backing for the sealant. Please advise if gypsum board would beacceptable for the backing. Response (unswereu]from: Steven Schmitz (mmmGroup) nempm,' 1) Provide pick -proof urethane sealant suitable for preventing vandalism and idle tampering. SeeU79200 JOINT SEALANTS -2.7Security Sealants, Pick -Proof Sealant 2) GW8isan acceptable backing, provide impact -rated GW8backing. Steve Schmitz -DLRGroup 022S.2O Response (answe,eu) from: Steven Schmitz (mLeGroup) (}ok)the RFloa»dvitvcenter Project Name: Project Number: From: To: CC: Subject: Purpose: City ofTukwila Justice Center 73-17158-00 Steven Schmitz (D0Group) Michelle ]aVan(DLRGroup) Gap between Detention Enclosure Walls and Framing Answered PaQe1'Of3 RFD%D: SenderID: pnOm vmws | MicheUe]avan m � mvm� [---- --�- -- — | EphrannHarsh | Bill 8rown 8r8nnaChristensen Ethan Bernau /Geri Urbaa � / Jeff Clark Sabrina Ames - � Steven Schmitz DLR Group �owpxwv i ---- | 8NBui|ders BNBuilders Oz 2/25/3O20 02021 397 397 1) Provide pick -proof urethane sealant suitable for preventing vandalism and idle tampering. See U792OOJOINT SEALANTS -27Security Sealants, Pick -Proof Sealant 2) GWB is an acceptable backing, provide impact -rated GWB backing. 8NBuUders _ She|s Db|etz Johnsen � nljauxan@d|rgroup.onnl EphranlJHarsh@bnbuUd � era.mm � bill. brown @bnbuUders/c � orn ! brenna.christenaen@)bn � bui|dens.corn ! ethanb@sojsea.com onn �Jef.C]ark@bnbu|dero.c unn � qI Y irrD� / ` ! �TIC RFl#397_Gap 1 2/17/2020 between Detention �Enclosure Walls and |pnoNs 206-461- ryomc � 205-382-3443 � 206-382-3443 / 206-382-3443 � 206_838-3705 206-38 -3443 � 206-382-3443 2O6-461- 5O94x73-6O94 | 206-461' � 6O44x73-6O44 �SLzs Framing.pdf 2/25/2020 02021 Page 3 of 3 J0 8NBwi|devu Request for Information RFI NoX397 Tukwila Justice Ctr Construct. zsm05Tukwila Inter, Blvd. Tukwila, mm98z88 BN0Projwct# 118021.100 D�� February D,200 Submitted TzSteve Schmitz Submitted BY.- EphramMaxoh DLRGroup, Inc. BNOu||deo 51 University Street 2601 4th Ave Suite 350 Suite6OO Seattle, WA 98121 Seattle, WA 98101 Te|:ZO6.461.5UOU Fax:ZOh.461.O019 Subject.- Gap between Detention Enclosure Walls and Framing D���� Architectural Document Reference A2.2 Spec Section., Subcontractor SuhcontractorRF1 Na Question Date Required: 2/24/2020 Where there is an interface between detention walls and framing Jgyp there will be a gap.Please advise i[backer rod and sealant is acceptable in these locations and advise of any requirements for the sealant. At S4.1 walls there is not gypsum installed on the detention side so we would need some sort of backing for the sealant. Please advise if gypsum board would be acceptable for the backing. Answer 1) urethane sealant suitable for preventing vandalismand idle See 079200 JOINT SEALANTS ~ 2.7 Security Sealants, Pick -Proof Sealant _, _ '--is —'_^ acceptable -__—_backing, ^provide --~--zimpact-rated —''~backing. Answered by: Steve Schmitz Date Anmwered:O2/25/2O2O DLR Group, Inc. Copies DrQxnpanyaContact Fax Notes Page 1 of 1 LEGEND NOTES mow, .s Q , am,aa Q O — Lea a��a ,,... .0[01.1.1311,n EN ..Ea,. _ � „�, �e,zsruwaa=xamea, a�seup,E,s amF,s �; a -mrxwmEv[wu �.J eio , Y I 1 ■ , � I Aisles, 4 ...No um mfJ trz rrtEaw _ I 9.[tyH4 as - _ _ _4 tl _ 1 II _ _ _ - a fr p 7a a: W urto isAA A 11 xai»¢s 4 + 4 J wurvstall �.E.cPlLh t�, p1JNN.. TIATg$ _ II 1.110111.11,11.P1.1.11.0%.1 racq cb SAq,. U nn+,<I j r - —1" T - -1- I - 1— - --1 - -1- - 1— -1 1 ' -. --I-- T - -t— I r -I - --t- - y— r -I r - —1- - ti— r F l c�1 -I11 T s,aurF l n - O wrx o aEss,FFlwaaE,laA,w+ L__I_._l 1 J 11 L i 1 J-. L 1 I 1, _I • EVIDENCE Aa, CC ,m mi MEI 0{— N— --0 ? iED- m o as g •mom I' 'i �.Ift' Cj ~. ® CO Q----._ ® -CDNIMIPOLI —CD r ,Foss CONFORMED Lo --• m I ® _. _.._ _ _ 1 I— _ _ _•-- _ - <' '... sTrt t•�j I7 — 17I i4 �� I ) ( �� �I I I nr .. rP LARGE SCALE PLANS gk A R HOLDING u i CS BOOKING bb i DLR Group rn�c 0uesuom� suusssTOw` p�0m mxws | MicheUe]avan ro City ofTukwila Justice Center 73-17158-00 3Exposed Steel on North Wall RFI om�semr� n��wsworx�zo� 3/27/302O 431 02127 Answered Info Exchange In room A333 on the north wall there is anexposed steel oukunnn. The walls were installed to the contract documents leaving this oV|urnn as shown (see attached). It is proposed to fur this vva|| out 1/4' to cover the steel column. Please confirm this solution is acceptable. Response (unawerem) from: Steven Schmitz (mLmGroup) Remarks: Acceptable. StevaSthmitz-DLRGroup 03.27.20 co�rxKn _ _ | DLR Group m4ns compxmr - -' TarasYaren1chuk BNBui|dera Bill Brown BNBuOders ! sw/uL ew,;"zL | -- —� | uk@bnbui | ]dens.cono | _ NU. brown@bnbuUders.c | on1 |bcenna.christengen@bn |builders.com i pwo"He i 2O6^461- ! 6onox/3ouoo | pn0ms � --� _- - 206-382-3443 | 206'382-3443 | ---- '— — ' l 206-382-3443 page, 1o[2 Ephram Harsh Ethan Bernau Geri Urbas Jeff Clark BNBuilders Shiels Obletz Johnsen BNBuilders BNBuilders Michelle Javan DLR Group Sabrina Ames DLR Group Steven Schmitz 1 uf CON IELEN DLR Group Ephram.Harsh@bnbuild ers.com ethanb@sojsea.com geri.urbas@bnbuilders.c om Jeff.Clark@bnbuilders.c om mjavan@dlrgroup.com sames@dlrgroup.com sschnnitz@dIrgroup.co 0 T DATED 11E TJC RFI #431 A233 1 3/26/2020 Exposed Steeron North Wall.pdf NUMBER /27/2020 02127 206-382-3443 206-838-3705 206-382-3443 206-382-3443 206-461- 6065x736065 206-461- 6094x73-6094 206-461- 6044x73-6044 SCALP Sit:t PagQ 2 of 2 Request for Information RFI No: 431 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd, Tukwila, WA 98188 BNB Project # 118021.100 Date: March 26, 2020 Submitted To: Steve Schmitz Submitted Br Taras Yaremchuk DLR Group, Inc. BNBuilders 51 University Street 2601 4th Avenue, Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: (206)382-3443 Fax: (206)382-3440 Tel: 206.461.6000 Fax: 206.461.6049 Subject: A233 Exposed Steel on North Wall Discipline: Architectural Subcontractor Subcontractor RFI Ncr Question Date Required: 4/2/ 2020 In room A233 on the north wall there is an exposed steel column The walls were installed to the contract documents leaving this column as shown . It is proposed to fur this wall out with1/4" to cover the steel column Please confirm this solution is acceptable Answer Acceptable. Answered by: Steve Schmitz - DLR Group Date Answered: 03/27/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 BNBuilders April 21, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 445 Dear Ethan, In accordance with RFI 445 dated 4/16/2020, BNBuilders hereby submits our proposal for the additional security grilles/registers/diffuser. The total proposal of this subject work is Five Thousand Four Hundred and Eighty -Nine dollars $5,489.00. 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 5151 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (cleft urbas@bnbuilders.com) Steve Schmitz (sschrnitzdIrgroup.com) 3NP,,,,Mcle;s T2t,,r; Avenuc2. 200:::aff.:3443 206 332.::',4,10 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 445 GENERAL CONTRACTORBNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 445 - Added Security GRD's in Area A & C COP #: 5151 DATE: 412212020 BP 22.00 Johansen $5,227.98 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $5,227.98 $261.40 -$0.38 Total Change Request $5,489.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% Johansen Mechanical, Inc. PHONE 4uo-4o-z26oFAX *cs-4os-6000 CHANGE ORDER DETAIL JOBNAME Tukwila Justice Center BILLING CONTRACTOR 8NBui|ders, Inc JOHANOEN JOB # P11060 DATE: JKU|CQR#: DESCRIPTION: !Several rooms inthede�endona�oma�tohaveseourKyoei�igmb`d x�veo i ----�� —���-_����_�_ called __�_ �._-~-'--_--- - EXCLUSIONS: REFERENCE: / SCHEDULE IMPACT: |. LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRNYMAN) C. LABOR (SHOP JRNYMAN) D. LABOR (DELIVERY) E LABOR (SERVICE) F. DETAILING G.SHOP FOREMANKCOORD H. PROJECT STAFF RS@ 16.001HRS RS@ RS@ 0.001HRS 0.001HRB@ O.00 HRS@ 0.00 HRS@ LABOR TOTAL $ 1 01.46 =$ $ 95]]8 = $ $ 05]]6 = $ $ 79.68 ~ $ $104.92 =$ $ 87.78 = $ $1O140 = $ $ 10373 = $ 202.92 U. MATERIAL AND EQUIPMENT A. MATERIALS 3nD'sX3ams/GocurityGrilles, 4OUF �$_ - _ -'] B. EQUIPMENT D. RENTALS . C FREIGHT A. ALL SUBS R UiGUBcONTRACTO G $ 1,520.96 142.59 79/69 ' Retaining Angle Material)2278.82 - | MATERIAL EQUIPMENT TOTAL 1,946.16 $30SUB SUBTOTAL $ 0.00 PauB|M Update Model Quote! 1 IV. OTHER DIRECT COSTS A. SAFETY @ B. SMALL TOOLS AND CDN8UMABLES@ C. PERMITS V'TOTAL ITEMS |.U.|V.AND [V N. OVERHEAD &FBS A. OVERHEAD B. PROFIT C.SUBCONTRACTOR MARKUP VALID FOR 30 DAYS OF LABOR V% OFLABOR OTHER DIRECT COSTS TOTAL TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL $ This change proposal only includes costs that can beidentified otthis 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 hoaddress any and all ofthese and related items ofcost prior 10final settlement nfthe contract. Bill Brown From: Josh Blackburn ^joohb@johensenmechzom> Sent Thursday, April Z3,2Q2O8:OOAK4 To: Bill Brown Cc: David BlKJeff Clark Subject R2T][ ]K4| COP 8021 -DetendongrU|s Please see the attached revision for COP8021as it relates response 445, Seenotesbelowmred Please provide NTPafter review Josh Blackburn HVAC Field Foreman I Johansen Mechanical, Inc. www.johansenmech.com Cell: (208) 510-O5O3|Office: (4%S)401-2286 Ener8yServ�esN' u ' From: Bill Brown [naUtn:BUL8rovvn@pbnbui|deo.com] Sent: Tuesday, April 21,202O4l4PM To: Josh Blackburn `joshb@johansenmech.cnm> Cc: .David 0y«DaveB@johansenmechzom>;Jeff Clark 'Jeff.Oark@bnbui|derszom> Josh, A few things we need clarified for this COE. Please send an updated COR at your earliest convenience: 1. Labor a. You are showing 16 hours to install. You guys were installing GRDs in these locations to begin with, they just weren't security. I agree that this is probably additional labor but we should technically see a credit back for the labor to install the commercial GRD's to offset the install of security GRD's. The original grilles shown onthe p tcactdravviogs1akeroughly Y2. hortoinstaU 13 grilles atDihour each would be a creditof6'5hours credit, Myestimate for install was based on|ebor to remove unneeded fittings and install new duct required to accommodate the entirely different size grills. My labor breaks down like this: * 4 field hours for removal of obsolete fittings between both detention areas 0 4 field hours to install new fittings to accommodate new grills 0 14 hours for field install and welding — per detail 35 on M5.1 These grilles hands to install. One person above and one person below. l Material o. Please provide aninvoice for the material asbackup. w RevisedCOP to include quotes from vendor 3. Pacbim 1 a. Can you provide backup for the Z30podbimcost * xevaedpAWmnns cost `with labor rate breakdown Thank you, Bill Brown uuut,^mA\/* ue,sou=aso|wA x21 zosumoawuzm/w |»os_1azu**ofax | ooa*ozoasoxen From: Josh Blackburn xjysh Sent: Tuesday, April 21,2UZO6:50AW1 To: Bill Brown uUder zonp n� CDav[0y^DaveBgo� - > Subject: T]C'8Nl-COP 8021—Detention grills Importance: High 8U|L Please see the attached JMl COP 8021 as it applies to RFl 445 response. These grills are at minimum 10 days out and will, as stated in our original RFI, impact the schedule. Please provide directive on how to proceed. Thanks. Josh Blackburn Il{\/ACField Foreman | Johansen Mechanical, Inc. |xwvw.|ohanannmoohzmm Cell: (206)5Y0-6583|Office: (42S) 481-2206 Energy Services"' This message (including any attachments) is intended only for the use ofthe individual orentity towhich it is addressed and may contain information that isnon'pubUc,proprietary, privileged, confidential, and exempt from disclosure under applicable law or may constitute as attorney work product. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, notify us immediately by telephone and (i) destroy this message if a facsimile or (ii) delete this message immediately if this is an electronic communication. Thank you. 2 40 L/F (2pc's 20') Retaining Angle Material (Quoted from Supplier " x 0.125" Mild Steel Angle A36 Hot Rolled - Part 9905 Dimensions Legs: 1.0" Thickness: 0.125" avaitabie in -Pe nSii ORS for this product 240.0" - $32.41 ea. 13 Security Grilles & 13 Cans (Quote from Supplier From: Marshall Nichols [mailto:rnarshalln@acimechsales.corn] Sent: Monday, April 20, 2020 2:45 PM To: Josh Blackburn <joshb@johansenmech.com> Cc: David Bly <DaveB@johansenmech.com> Subject: RE: TJC RFI #445_GRD Clarifications in Detention Rooms:INV C08021 HiJosh, $1,378.00 for the attached GRDs. 5 ).yeeks build + 1 week shipping. $2,068.00 5 days build + 1 week shipping,. $1,722.00 10 days build + 1 week shipping. Please see below pricing for the stock CANs. nuctonl iw ownal W:ndow Help Ent Addett: .1!23084 '00 tS.SSCJ .J0h{&fl0E MEC.HANIC.6.1.. IJ Jciithei: Line 4. Line T,,ce.. S—tock Net Av4o1 0.00 Cerro Avai. 1103 trIt: T,,ve, Pine Ft04,0. 0 t.tc.', QN' Q:4 rAtv Sh4, Net Nr,:e Net Avo k t Sik SRA8 122:12 SOUARE TO ROUND ADAPTORS 0 4.00 000 14.00 V-..; . CO 2 Stk. SRA4 r.C.:!:% SQUARE TO ROUND ADAPT ER 0.0) 000 10.00 00.C:07 3 '.E'..k SRAE. i)%' SOUARE TO ROUNDAD.4F"TORS 0 1.00 000 10 00 10 Co Thank you, Marshall Nichols, PE 1 p. 206.767.2600 c. 206.948.2423 Job Name: TUKWILA JUSTICE CENTER Job Location: TUKWILA Customer: JOHANSEN Date Printed: 4/20/2020 Spec Section: 15 - HVAC Contact: 6100 SIXTH AVENUE S SEATTLE, VVA 98108 Date Printed: 4/20/2020 Job Name: TUKWILA JUSTICE CENTER zm Qty 4 Model MSRRP Tag All -In -One Detailed Submittal Schedule nit Size 230 y V:\APP5\Price\Jobs\MaohaUN\TUKVV|LAJUSTICE [ENTEPLaio-projx ri Submittal Sheet MSRRP Max Security Risk Resistant Perf Grille Item Tag: RFI#445 MSRRP Maximum Security Risk Resistant Perforated Grille O 00000000000000000000c 200000000000000000000 00000000000000000000C. D00000000000000000000 00000000000000000000 )00000000000000000000 00000000000000000000 000000000000000000000 00000000000000000000 00000000C © )000000000000000000000 )00000000000000000000,G 00000000000000000000q 0 NOM. PERFORATED AREA= D — 1"(25) FACE OVERALL - D+Z"(51) TYP. WELD / SLEEVE II w 0 U Doo Z >T 00 w € Z0 LeJ vJiCj 11'L FACE PLATE THICKNESS SLEEVE LENGTH Sleeve Type: S187 3/16" (5), stitch welded Sleeve Length: 12" Fastening: CS12-SPNR Countersunk holes in face with tamperproof spanner screws (#12 x 2") Notes: • Face Plate: 3/16" (5) • Perforated Plate: 3/16" (5) with 3/16" (5) e holes staggered on 9/32" (7) centers, stitch welded to face plate • Factory tolerance ± 1/32" (1) Material: • Steel Construction • Screws: Plated Steel Finish: • B12 Standard White PROJECT: TUKWIIA JUSTICE CENTER SUBMITTAL NO: 261101 SUBMITTAL DATE: 4/20/2020 ENGINEER: CUSTOMER: JOHANSEN DESCRIPTION: Max Security Grille -Risk Resistant Perforated MS RRP//I/12.000, 6.000/12.000,6.000/////S 187/12///CS 12-SP N R/////B 12 Copyright Price Industries 2020 Marketing Release version: 2.20,4.1, All In One version: 3.20.4 All metric dimensions () are soft converted, Imperial dimensions are converted to metric and rounded to the nearest millimeter. Information within this document is subject to change without notice. Page 1 of'1 1546 NW 56th ST Suite 547 Seattle, Washington 98107 Phone: 206-880-0944 To: Johansen Mechanical Inc. 20109 144th AVE NE Woodinville, WA 98072 Change Description Date: 4/22/2020 Project: Tukwila Juctice Center RFI 445 Change Request PB-COP-005 JMI Subcontract NO. P11960 We propose to provide SM detailing services to complete review, revise duct arrangement to work with new information, updated all necessary drawing and FAB related updates, at the following rates: Sheet Metal - $ 115.00 Project Engineer $ 85.00 A schedule of values has been providsed outlining the additional work associated with this change Work Performed Description Hrs Rate Subtotal Review updated information, Modify current HVAC duct arrangement to work with new information, in a fashion which minimizes any potential rework of previously coordinated content for other trades. Update & publish any new or previously released fabrication or shop drawing files. 1.5 $ 115.00 $ 172.50 Generate new model for updated equipment. Update and publish/print revised shop drawings. 1.5 $ 85.00 $ 127.50 b $ - $ - 0 $ - $ - 0 $ - $ - 0 $ - $ - 0 $ - $ - Yuriy Kosmin Pacific'131NI Services I,LC TOTAL AMOUNT $ 300.00 DLR Gr oup 0p pnoaec�� puuposs� sussesru�m� wmns City ofTukwila Justice Center 73-17158-00 TIC RR#445_GIRD Clarifications inDetention Rooms RFI Answered u� mx� sewr� 4/1G/J02U 445 02216 Info Exchange Several rooms inthe detention areas are called to have security ceilings but appear tohave amixture ufsecurity GRD'sand standard GRD's.Please confirm the l. RommAI27 &A128 The drawings call out aTitus OMN|(D'2) and aTitus 50R(G- 4). Please confirm these are the intended gril les/diff users to be used in these Z. Room A122 ]VHolding The drawings call out for (1) 6x6/acurity register (R,3: Titus 8G~SD)and (1)lZxlZnon-security grille (G-lTitus 5OF). Please confirm this is the intent. lRoom C141and C142'The drawings indicate (4)total grilles inthese areas but only call out (1) 12x12 Non -security Grille (G-4: Titus 50R). Please confirm this is to 6panon-security grille and provide amark for the 2additional grilles. Response (mnswereu) from: Samuel raum,n(oLmGroup) 1` Provide security grilles (R-3: Titus SG -SD) inthis space. Prnvide6x6 size for the 3S/30 cfm ghUey/dfhusers. Provide 12x12 size for the 150 CFMgh||es/diffusers. These grilles shall behard ducted (no f|ex), 2. Provide 6x6 security grille (R-3: Titus SG -SD) as proposed for the 12x12 non -security grille. 3. Provide (4) 6xSsecuhtygrilles (R-3: Titus SG -SD) as proposed for these two spaces. Page luf2 Michelle Javan Bill Brown Ethan Bernau Geri Urbas Jeff Clark Michelle Javan Steven Schmitz Taras Yaremchuk DLED:DirD 0[- CON FENIS Q DATED DLR Group BNBuilders Shiels Obietz Johnsen BNBuilders BNBuilders DLR Group DLR Group BNBuilders 4/8/2020 mjavan@dIrgroup.com bill.brown@bnbuilders.c om ethanb@sojsea.com geri. urbas@bnbuiiders.c om Jeff.Clark@bnbuilders.c om mjavan@dIrgroup.com sschmitz@dIrgroup.com taras.yaremchuk@bnbui Iders.com TJC RFI #445_GRD Clarifications in Detention Rooms.pdf 206-461- 6065x736065 206-382-3443 206-838-3705 206-382-3443 206-382-3443 206-461- 6065x736065 206-461- 6044x73-6044 206-382-3443 NUNIBIER SCALE SPE Page 2 of Request for Information RFI No: 445 BNIBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 11802 00 Date: April 08, 2020 Submitted To: Steve Schmitz Subject. Discipline: DI_R Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 GRD Clarifications in Detention Rooms Mechanical Submitted By Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor. Johansen Construction Co., Inc SubcontractorRFlNcx 73 Question Date Required: 4/15/2020 Several rooms in the detention areas are called to have security ceilings but appear to have a mixture of security GRRand standard GRD's. Please confirm the following 1. Room A127 & A128 - The drawings call out a Titus OMNI(D-2) and a Titus 50R (G-4). Please confirm these are the intended grilles/diffusers to be used in these rooms 2. Room A122 JV Holding - The drawings call out for(1) 6x6 security register (R-3: Titus SG -SD) and (1) 12x12 non -security grille (G-2: Titus 50F). Please confirm this is the intent 3. Room C141 and C142 - The drawings indicate (4) total grilles in these areas but only call out(1) 12x12 Non -security Grille (G-4: Titus 50R). Please confirm this is to be a non -security grille and provide a mark for the3 additional grilles Answer 1. Provide security grilles -3: Titus SG -SD) in this space. Provide 6x6 size or the 35/30 cfmr ll s/ iff s rs. Provide 12 12 size for the 150 CFM` grilles/diffusers. These grilles shall be hard t (no flex). 2. Provide 6x6 security grille ( -3 "Titus SG -SD) as proposedfor the 122 non -security grille. 3. Provide (4) 6x6security gilie ( - e Titus SG -SD) as proposed or ihese t spaces. Answered by: Date Answered: 2 Copies To: Company & Contact Fax Notes Page 1 of 1 Jo ansen anical inc 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 #: 073 DATE: 04/08/20 TO: BN Builders, Inc. 2601 4th Ave, Suite 350 Seattle, WA 98121 PHONE NUMBER: 206-492-0363 FAX NUMBER: 206-382-3440 ATTENTION: Jeff Clark FROM: Cory Slack PROJECT: Tukwila Justice Center ITEM: Grill call outs in detention rooms REF. M3.1 / ATTACHED MARKUP DESCRIPTION: Several rooms in the detention area are indicated to have security ceilings, but do not indicate whether they require security grills. Most are not called out as security grills. Please provide clarification for the following: #1: RM A127 and A128 are indicated as having security ceiling, but calls out for Titus OMNI's and Titus 50R's. Is this correct? #2: RM A122 JV Holding is indicated to have a security ceiling, calls out for (1) 6x6 security grill, but also call out a non -security 12x12 Titus 50R. Is this correct? #3: RM C141 and C142 indicates a security ceiling, but only calls out (1) 12x12 Non -security Titus 50R, the other 3 grills between these 2 rooms are not called out. Please advise. DATE: 8-Apr-20 SIGNED BY: COST IMPACT: YES SCHEDULE IMPACT: YES Cory Slack REPLY REQUIRED BY: 04/14/20 CLARIFICATION: APPROVED DISAPPROVED: VARIATION REMARKS: RECEIVED BY: DATE: APPROVAL: DATE: KK DLR Group Mbe EyTeerq Pmsp ttleme • II®E u 111 TH. III.,III 1 t! :1343 :4r • 1 „R ♦�,, _ i y q m�zm a1Eyoj TUKWILA JUSTICE CENTER W z p:�xa' Q { CrrY OF TUKWILA —* N m cy �� re woaeffdan ... / (• WAS NOJCPXCFrtI V «. RlM a m. �LANCIJC vaW ,ternrlNS N: U49eropls. BOOKING HOLDING CA nr. w n kl. 0 —y' BNBui ders April 28, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler VVay Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Additional BIM coordination as it relates to bid package 22.00 Mechanical & Plumbing Dear Ethan, BNBuilders hereby submits our proposal for the increased scope resulting from the BIM coordination as it relates to bid package 22.00 Mechanical & Plumbing. Refer to the enclosed supporting documentation for a full description of the scope of work. The final value of JMI's proposal has been determined through negotiations between BNB and JMI. The total proposal of this subject work is Two Hundred Thirty One Thousand dollars $231,000.00. 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 5159 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitz©dIrgroup.com) 3N1Builders 06.3823443 I": 20638234,40 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY FINBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5159 DATE: 412812020 DESCRIPTION OF CHANGE: Additional BIM coordination as it relates to bid package 22.00 Mechanical & Plumbing BP 22.00 Johanesen $220,000.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $220,000.00 $11,000.00 $0.00 Total Change Request $231,000.00 JOB NAME BILLING CONTRACTOR JOHANSEN JOB # P11960 DESCRIPTION: EXCLUSIONS: REFERENCE: SCHEDULE IMPACT: Johansen Mechanical, Inc. PHONE 425-481-2266 FAX 425-486-6933 CHANGE ORDER DETAIL Tukwila Justice Center BN Builders, Inc. DATE: JMI COR #: ADDITIONAL; HVAC FITTINGS, DUCT & REFER PIPING PERENGINEER STAMPED DRAWINGS RECEIVED 10.31.2019 ENGINEERING, OVERTIME ASI20 Conformedd Drawing Set, JMI received 10,31.19 YES 1. LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRNYMAN) C. LABOR (SHOP FOREMAN) D. LABOR (SHOP MECH) E. LABOR (MATERIAL HAND) F. LABOR (PIPING) G. LABOR (SHOP GENERAL FOREMAN) H. DETAILING I. SUPERVISION J. PROJECT STAFF II. MATERIAL AND EQUIPMENT A. SHEET METAL MATERIALS B. REFER PIPING MATERIAL C. FREIGHT D. RENTALS E. VEHICLES (10% of LABOR "A") III. SUBCONTRACTORS A. PACBIM - BIM COORDINATION B. MVES - INSULATION C. REDLINE - PLUMBING IV. OTHER DIRECT COSTS A. SAFETY @ B. SMALL TOOLS AND CONSUMABLES @ C. PERMITS '--------84.46 HRS @ 844.00 HRS @ ----5e16 HRS @ ---887.06 HRS @ 70.08- HRS© ----328T7e HRS @ 1 -----"4674 HRS @ 0.00 HRS @ __0„00 HRS @ 0.00 HRS @ LABOR TOTAL $ 101.46 $ 95.06 $ 125.69 $ 117.70 $ 49 84 $ 104,92 $ 139.38 MATERIAL EQUIPMENT TOTAL SUB SUBTOTAL 2% OF LABOR 5% OF LABOR OTHER DIRECT COSTS TOTAL = $ = $ = $ = $ = $ = $ = $ = $ = $ = $ 8,563.22 80,230.64 7,000.93 65,558.90 3,491.29 34,492.45 6,469.56 S 8,162.00 _ 6,628.00 83,361,00 5,845.00 19,522.00 $_, 10,290.35 3-Mar-20 8001 $ 205,806.99 14,790.00 108,728.00 14,406.49 V. TOTAL ITEMS I, II, III, AND IV VI. OVERHEAD & FEES A. OVERHEAD & PROFIT B. N/A C. SUBCONTRACTOR MARKUP D. B&O TAX @ VALID FOR 30 DAYS I $ 343,731.48 _ — 15% ] $ 35,250.52 -15°,6 $ 8% $ 8,698.24 $ 6,874.63 TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL I , . $220.000 0 This change proposal only includes costs that can be identified at this time. This change proposal does not inc de any amount for changes in the sequence of work, delays, disruptions, rescheduling, extended overhead, accelera ion or impact costs. Johansen Mechanical expressly reserves the right to address any and all of these and related i ems of cost prior to final settlement of the contract. Revised total as a result of negotiations between BNB 8, JMI JOB NA BILLING CO JOHANSEN DESCRIPTION: EXCLUSIONS: REFERENCE: SCHEDULE IMPACT: Johansen Mechanical, Inc. PHONE 425-481-2266 FAX 425-486-6933 CHANGE ORDER DETAIL Tukwila Justice Center TRACTOR BN Builders, Inc # P11960 I. LABOR: JMI COR #: 8001 rAbbitidii-A1:11-A-CieTrr-riN-6.§,-"b1Ter-g:kt"ffik—ni5NG-i5E-R- diKEffi— §fAMint615fAWNo§ktCEIVED 10.31.2019 Conformed Drawing*t JMI received 10.31:19 ......_......._ A. LABOR (FIELD FOREMA 84.40 HRS @ ..... _......... B. LABOR (FIELD JRNYMAN) 844.00 HRS @ C. LABOR (SHOP FOREMAN) 55770 HRS @ D. LABOR (SHOP MECH) 557.00 HRS @ E. LABOR (MATERIAL HAND.,) : 70.05 HRS @ ......_ F. LABOR (PIPING) 6.00 HRS @ .......... .......... G. LABOR (SHOP SUP) ...10 0 HRS @ _....... „.. H. DETAILING I I 0) 1. SUPERVISION i oi , e m J. PROJECT STA II. MATERIAL AND EQUIPMENT A. MATERIALS HVAC B. MATERIAL PIPING C. FREIGHT D. RENTALS E. VEHICLES (10% of LABOR "A") III. SUBCONTRACTORS PACBIM BIM COORDINATION B. MVES - INSULATION C. REDLINE - PLUMBING $ 101.46 = $ $ 95.06 = $ $ 125.69 = $ $ 117.70 = $ $ 49.84 = $ $ 104.92 = $ $ 13 .38 = $ MATERIAL EQUIPMENT TOTAL SUB SUBTOTAL IV. OTHER DIRECT COSTS A. SAFETY @ B. SMALL TOOLS AND CONSUMABLES C. PERMITS OTHER DIRECT COSTS TOTA V. TOTAL ITEMS I, II, III, AND IV VI. OVERHEAD & FEES A. OVERHEAD & PROFIT B. N/A C. SUBCONTRACTOR MARKUP D. B&O TAX VALID FOR 30 DAYS 2% OF LABOR 5% OF LABOR 15% 0% 8% 2% 8,563.22 80,230.64 7,000.93 65,558.90 3,491.29 98,205.12 14,356.14 8,162.00 25,384.00 83,361.00 5,845.00 19,522.00 5 548• 12 3 870 31 $ 277,406.25 $ 33,546.00 $ 108,728.00 $ 19,418.44 439,098.69 8,698.24 81.97 TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL I $ 506,1 0 This change proposal only includes costs that can be identified at this 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 of cost prior to final settlement of the contract. Exhibit 1 Page 1 of 1 BIL JOH DESCRI EXCLUSION REFERENCE: SCHEDULE IMP" T: I. LABOR: A. LABOR (FIEL FOREMAN) B. LABOR (FIELD "NYMAN) C. LABOR (SHOP F• EMAN) D. LABOR (SHOP MEC E. LABOR (MATERIAL 1-1 D..) F. LABOR (PIPING) G. DETAILING H. SUPERVISION I PROJECT STAFF B NAME r Johansen Mechanical, Inc. PHONE 425-481-2266 FAX 425-486-6933 CHANGE ORDER DETAIL Tukwila Justice Center DING CONTRACTOR BN Builders, Inc. SEN JOB # P11960 DATE: JMI COR #:8001 i•ADDITIONAL HVAC FITTINGS, DUCTS & REFER PIPING PER ENGINEER E.STAMPED DRAWINGS RECEIVED 10.31,2019 itKaiNEEKNo, :AS120 Conformed Drawing Set, JMI received 10.31.19 :YES II. MATERIA A. MATER III. SUBCONTRACTORS A. ALL SUBS H RS @ 1,245.97:HRS @ HRS @ ....61280iHRS @ 98„,244HRS @ 184.55HRS @ 0.00 : HRS @ 0.00 HRS @ 0.00 HRS @ LT MATERIAL E 101.46 95.06 101.46 95.06 79.69 104.92 97.78 103.73 103.43 IPMENT TOTAL INSUL JON PLUMB! MEP DRAF SUB SUBTOTAL IV. OTHER DIRECT COSTS A. SAFETY @ B. SMALL TOOLS AND CONSUMABLES @ C PERMITS V. TOTAL ITEMS 1,11,111, AND IV VI. OVERHEAD & FEES A. OVERHEAD B. PROFIT C. SUBCONTRACTOR MARKUP D. B&O TAX / BOND @ VALID FOR 30 DAYS 12,640.90 118,441.91 8,246.67 77,264.77 7,828.75 19,362.99 $ 243,785.98 .........._ 8,008.24 3 786 92 $ - $ $ 26,823.00 NG $ 83,361.70 2% OF LAB@ 4,8.7512 5% OF LABOR : $ 12,189.30 OTHER DIRECT COSTS TOTAL 15% 5% 2%: TOTAL TOTAL AMOUNT FOR THIS CHANGE ORDER PROPO A 21,795.16 89,266.70 17,065.02 371,912.86 42,396.92 20,715.49 8,926.67 8,925.91 452,877.85 This change proposal only includes costs that can be identified at this time. This change proposal does 'ot include any amount for changes in the sequence of work delays, disruptions, rescheduling, extended overhead, acce ation or impact costs. Johansen Mechanical expressly reserves the right to address any and all of these and relate. ems of cost prior to final settlement of the contract. Rachel Bianchi City of 02OOSoUthcmntorBoulevard Tukwila, VVAQ8188 vla: email and registered mail RE: Johansen Mechanical Initial Notice ofClaim City ofTukwila Justice Center, City Project No81G3O5U1 8NBui|demProject No. 118O21 Dear Rachel, COT-OO2 BNBuik1emksinreceipt ofnotice ofcost impacts from Johansen Mechanical Inc. (JK4|),the Mechanical trade contractor nnthe above reference project. AS|2O.dated October 3Om,isthe triggering document Johansen is basing their cost impacts on. Johansen is claiming the mechanical drawings issued under this AS|significantly impact their costs above and beyond their subcontract sum. The amount ]M|ksclaiming kainthe amount nf$1.114.84O. ]ohensen`aletter iuattached for your reference. Per Article 1G,1'2.BNBui|der ieformally notifying the City ofthis issue. |nthe meantime, BNBui|denyiuscheduling ameeting with Johansen toreview the basis ofthis claim. VVewill keep you apprised of any further developments as we work thru this matter with JMI. Ifyou have any questions orconcerns, please don't hesitate tocontact me. mr Ethan Bernau/SOJ Steve Schmitz/DLR Rick Phillpovich/SN8 260FounxAvenue, Suite 35m Seattle, Washington ou1n r` 206.382.3443 pu06,38x3440 www.bribUilders.com VVA Contractor License #BN3Ull*990K3 Collaborative People. Progressive Builders, 20109 144th Ave NE Woodinville, WA 98072 (425) 481-2266 Bus • (425) 486-6933 Fax 11/13/19 VIA ELECTRONIC MAIL AND COURIER BNBuilders Attn: Jeff Clark 2601 4'1' Ave, Suite 350 Seattle, WA 98121 Re: Cost Impacts Caused by October 31.5' Drawing Issuance Jeff, I am writing further to JMI's letter of November 1, 2019 and in response to JMI's receipt and notification on October 31, of the final approved stamped DLR drawings for this project. As explained in our November 1 letter, putting BNB on initial notice of events that may cause JMI's Subcontract sum to increase, the issuance of the drawings on October 31 was a modification and change to JMI's work. These modifications and changes, that BNB notified us of on October 31, will cause MI to incur additional costs above and beyond its Subcontract Sum. JMI is therefore submitting this further information to BNB with as much notice as possible, prior to commencement of this changed work and pursuant to our Subcontract Agreement, Article 5 (CHANGES IN THE WORK). The persons with knowledge of the events giving rise to these changed conditions are myself, Cory Slack, Josh Blackburn, and Keith Johansen. We presume that the October 31 drawings have been reviewed and approved, as they are stamped by a licensed engineer. We have, accordingly, proceeded forward with this project in good faith to maintain BNB's mechanical installation rough in schedule, per bid documents dated 2/26/19. To date, our review of the October 31 drawings has identified that the duct fitting/piece count will be double the amount included in JMI's original scope, as contained in the contract drawings. In order to accurately price this change, we are currently in the process of doing a takeoff from the October 31 drawings (the Second Takeoff) but are not yet complete with this task. Nonetheless, we are providing this infon-nation to you in order to comply with the terms of our Subcontract and to allow BNB sufficient time to notify the Owner or these issues. We expect to have the Second Takeoff complete by next week, and will provide that further information to BNB, in supplementation of this letter, when it is available. The change to the duct fitting/piece count, as set forth in the October 31 drawing issuance, constitutes a change to the Subcontract and will cause JMI to incur additional costs. 1 inc 20109 144th Ave NE Woodinville, WA 98072 (425) 481-2266 Bus • (425) 486-6933 Fax Further complicating matters, we have discussed this issue with representatives of the specified equipment manufacturer Mitsubishi. The Mitsubishi representatives have asked that the additional fitting count be confirmed in writing to be acceptable by the engineer of record, as the additional fittings could apparently affect the external static pressure on the FCU's, which may also reduce CFM capabilities at the outlets. This review by the engineer of record is recommended to ensure that the Owner is delivered an operable system. We agree with Mitsubishi that this additional step should be taken. The Mitsubishi representatives recommended a review of the modeled and BIM coordinated drawings (issued on October 31) to measure the duct pressure drops, as compared to their original calculations that produced contract drawings. The October 31 drawings have also changed the quantity of refrigeration piping, requiring an additional 1200 extra lineal feet of refrigeration piping that will be required to connect piping to the relocated unit locations. The Second Takeoff, that is underway, will confirm this amount and provide JMI with details necessary to price this addition to JMI's scope of work. Like the duct fitting/piece count, this increase in the quantity of refrigeration piping should also be confirmed by the engineer to ensure that the additional piping lengths are acceptable to the overall system as designed. And, like the change to the duct fitting/piece count, this increase in the quantity of refrigeration piping constitutes a change to the Subcontract and will cause JMI to incur additional costs. A significant amount of re -design of the HVAC systems will be required as a result of the changes included in the October 31 drawings. This re -design will create numerous additional duet fittings to allow the specified Mitsubishi equipment to be installed. Below are a few specific changes, as included in the October 31 drawings, that created the re- design, and that will cause additional costs to the mechanical systems, requiring an adjustment to JMI's Subcontract amount: Configuration of equipment used in basis of design is not available from the manufacturer, resulting in numerous hours of coordination, including re -design of access doors and duct routing to feed intended rooms/zones, subsequently forcing the need for additional fittings to fit HVAC systems within ceiling space while achieving necessary maintenance and code required access. o Insulation requirements on duct was not taken into consideration during design. As a result, alternate routing and additional fittings were required. • Additional assemblies on equipment were not shown on the contract documents, i.e.: filter boxes and flex requirements off VRF fan coils. In many cases equipment did not fit within 2 c. 20109 144th Ave NE • Woodinville, WA 98072 (425) 481-2266 Bus • (425) 486-6933 Fax • the designed ceilings or soffits. • Structural penetrations indicated on the contract documents but not provided in construction. This required numerous meetings with the Architect/Engineer to redesign the system, adding drastic offsets to route systems under beams while staying above the ceiling. • Truss/Truss Webbing/Truss reinforcement initially modeled inaccurately, resulting in rework. • Electrical design change to cable tray, which required coordination of some spaces to allow for cable tray access, and redesign of other spaces to accommodate the offset restrictions of cable tray system. • In many cases, PacBim was forced to relocate/find alternate routing for mechanical systems located above ceilings or in soffits, as the framing elements were not taken into consideration during design. The overall cost impacts caused by the changes as set forth in the October 31 drawings are substantial. JMI will have cost impacts as result of the changes set forth in the October 31 drawings and we are providing this information to BNB with as much notice as possible, prior to commencement of our work and consistent with our contractual obligations to allow BNB sufficient time to notify the Owner of these issues, per the terms of JMI's contractual obligations. JiVII is continuing to support this project through best practice planning, pre -task planning, and early procurement of materials. We will do what we can to mitigate and reduce the additional costs we are incurring. We have ruin an initial calculation of the additional costs that will be incurred by JM1, as described above and a result ofthe October 31 drawings issuance and found this amount to be $1,114,840. This amount is based on the information available to us at this time. Again, we expect our Second Takeoff to be complete next week and will supplement this letter with that information, once complete. If necessary, we will also revise our calculation of the additional costs that will be incurred, if the Second Takeoff results in changed amounts. Sincerely, 7764 Derck Holrn VP of Operations 3