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18-049 - BN Builders - Public Safety Plan: Justice Center Construction Management (Amendment P-R)
CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 013 DATE: 7/29/2020 PROJECT NO.: 91630501 PROJECT NAME: PSP — Justice Center TO: BUDGET NO.: 305.98 CONTRACT NO.: 18-049.1 ( r ) 1 8-049 (0 Council Approval N/A Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: See Attached Exhibit "A" We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEP( ED: Date 7/30/20 Contractor BNBuilders /By a: i Original Contract (without tax)* Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT Title Project Manager $ 34,049,999.00 APPROVE THE f TUKWILA $ 2,276,486.00 $ 133,403.00 $ 36,459,888.00 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) Date By 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 5r 6/ *The original contract value is construction only and does NOT include preconstruction or amendments to preconstruction. Ex ibit "A" C AN El IE CITY OF TUKWILA Project Name Project # TO CONTRACTOR: 0,- SU A V•FC AN E - PUBLIC SAFETY PLAN Justice Center CO # 13 91630501 Contract # 18-049.1 ( r ) Date 7/28/20 BNBuilders 2601 Fourth Ave, Suite 350 Seattle, WA 98121 COP/CCD # Description Reason Code Amount COP 5073 West Sidewalk Grading at North Lot (Rev 2). Revised grades for west sidewalk in north parking lot based on field conditions and revised survey information per RFI 257. UFC $8,098.00 COP 5076 Electrical Sump Pump for Fire Service Vault. Added electrical connection to the electric sump pump in Fire Service Vault required per King County Water District 125. AD $3,133.00 COP 5108 150th Street Curb Elevations. Revised grades at curb on south side of 150th based on field conditions and revised survey information. Removed curb forms, re -graded to adjusted elevations and re -installed forms per RFI 355. UFC $3,533.00 COP 5112 Revised Light Fixtures. Revised the B119 Vestibule and Canopy light fixtures per ASI-018. DC $1,435.00 COP 5127 Counter in A225 MCU Equipment (Rev 1). Added a counter on the East wall of A225 per RFI 390. DC $4,236.00 COP 5132 Shared Use Sidewalk at North Lot (Rev 1). Revised sidewalk in the west corner of the North Lot to improve connections to church parking lot OC $1,567.00 COP 5139.1 Dedication Plaque. Added the dedication plaque at the building monument sign per ASI 029.1. OC $2,826.00 COP 5169 Paving Along Adjacent Church Parking Areas (Rev 1). Added asphalt overlay at existing driveway of church running parallel with North Lot. Church issued payment directly to BNB in the amount of $2,982 for a portion of this work. OC $6,430.00 COP 5172 Wooden Sign Location (Rev 1). Relocated wood blade sign to another wall. Wall reopened, backing installed, wall closed back up and repainted. Cost also includes to change signage hardware to allow for signage movement per RFI 472. DC $5,581.00 COP 5179 Gas & Water Consumption Metering (Rev 1). Added Onicon F-4600 inline ultrasonic flow Water Meter & Onicon F-5500 thermal mass flow Gas Meter, located in Mechanical Room A119 per RFI 471. A portion of the costs were funded by MACC Contingency. OC $7,363.00 COP 5181 Additional Grinding of Polished Concrete Floors. Additional grinding of the polished concrete and re -polishing areas already completed as requested by Owner to expose additional white aggregate above and beyond the specified number of passes. OC $37,537.00 COP 5187 Contaminated Soils Found in NE Corner of South Lot. Removal of contaminated soils and import of new soils for tank encountered in the NE corner of the South Lot in March 2020. UFC $32,127.00 COP 5189 Wall Alignment in Area B. West walls of B114 and B117 did not align along GL L per the floor plans. B117 wall was furred out to correct alignment per RFI 396. DC $4,041.00 COP 5190 Angled Soffit Detail at North Wall of Break Area. Added continuous soffit on north area break wall to hide exposed beam per RFI 387 DC $3,907.00 COP 5192 Window Returns at Structural Steel at West Side of Break Area. Added framing, gypsum wall board and finish for steel concealment per RFI 399. DC $5,033.00 COP 5195 Camera Pole Relocation. Revised location of camera pole at NE corner of south site to avoid conflict with existing water line. Trench and backfill for new electrical conduit per RFI 451. UFC $3,212.00 COP 5203 AES Fire Alarm Radio Monitoring. Provide and install the AES Radio Transmitter Panel per Owner request. OC $3,344.00 Change Order No. 13 $133,403.00 BNBuilders July 23, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 257 — West Sidewalk Grading Issues on North Lot Dear Ethan, BNBuilders hereby submits our proposal (REV 2) for RFI 257 — West Sidewalk Grading Issues on North Lot. The total proposal of this subject work is Eight Thousand Ninety -Eight Dollars $8,098.00. This proposal does not include potential additional costs relating to NSS activities. BNB reserves the right to pursue additional costs at a later time for NSS related activities as it pertains to this change. 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 5073 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) BNBuilcle rs 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206382.3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 257 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE. RFI 257 - West Sidewalk grading issues on North lot COP #: 5073 DATE: 7123/2020 BP 03.01 Site Concrete BP 31.00 Iliad $3,999.19 $3,713.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $7,712.19 $385.61 $0.20 Total Change Request $8,098.00 To the best of my knowledge and belief, I certifr that all costs listed above are correct. Contractor Signature Dale BNB B NBullders TJC Project No. SUBCONTRACTOR: Subcontractor CP Breakdown Summary Iliad Change grades for west sidewalk in north DESCRIPTION OF WORK: parking lot per RFI #257 I. SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: Date: 43 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) 1,530 110 1,377 3,0 8 11. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ $ $ - $ 111 FEEBreakdown Per Contract A. Fee on Direct Work (Item E) B. Fee on Subtier Subcontractor Direct Costs (Item H) 15% 8% 452.63 IV. SUBTOTAL SUBTOTAL (Total of Parts 1, 11, III Above) 3,470 Liability Insurance 5.80% 201 Bond Costs 1% 41.64 V. TOTAL TOTAL (Total of Parts 1, 11, Ill, IV Above) VI. UNIT PRICE TOTAL TOTAL 3,713 COP Cost Breakdown Project Name: TJC Project No. Subcontractor: Iliad Work. Description: Change grades for west sidewalk: in north parking lot per RFI #257 Cost Event #: CP #: 43 Document # Date:. 10/29/2019 Spec Section Description Quantity, Unit Prod. Hours A, Labor B. Material C. Equipment D.Contract Unit Price Unit Prices. Cost $/hour Cost $/Unit Costs $/Unit Costs $ - $ - $ - operator 1 ea 8 71.46 $ 572 $ - $... - $ - laborer 1 ea 8 59.91 $ 479 $ - $ - laborer 1 ea 8 - 59.91 $ 479. $ - $ - $ - excavator 1 ea 8 $ - $ - 52.05 $ 416 $ - loader 1 ea 8 $ - $ - 44.12 $ 353 $ - tool truck 1 ea 8 $ - $ -. 8.04 $ 64. $ - 1 transfer truck. 1 ea 3 $ - $ - 150.00 $ 450 $ - 5/8- concrete base rock 5 ton $ - 22.00 $ 110 $ $ - plate compactor 1 ea 4 $ - $ - 23.40 $ 94. $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $.. - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ $ - $ - $ - $ - $ _ $ - :$ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ $ - Total Cost of Work A. Total Cost of Unit Pries Work $ 1,530 B. $ 110 C. $ 1,377 0. $ 3,018. Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 257 COP #: 5073 Contractor Name: BN Builders DATE: 6/1112020 DESCRIPTION OF CHANGE: RFI 257 • West Sidewalk Grading Issues on Noth lot. Added thickened edge of the sidewalk. Roughly 200 lineal feet. 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 $0.00 $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) $3,702.95 $296,24 Total Subcontractor Change Request $3,999.19 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 8% COP Subcontractor Breakdown Summary Project Name: Tukwila Justice Center Project No. < Document Reference: RFI, ASI, CCD, etc. Contractor: after Concrete Constrcution Description: Added Thickened Edge On Sidewalk Approx 200 LF 1. CRAFT LABOR COSTS Direct Labor Costs: a. crew (apprentices, journeymen, & laborers) $ 1,658.90 b. foreman c. lead foreman Supervision: d. direct supervision e. safety DIRECT LABOR SUBTOTAL $ 1,658.90 2. MATERIAL COSTS, a. material costs 5 1,310 85 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 255.60 5. OVERHEAD & PROFIT a. 15% on Materials (2) 157.30 b. 15% On Labor, Equipment and Small Tools ( 1, 3, & 4) $ 229.80 6. SUB-S(JBCONTRACTORS a. b. c. d. 7. OVERHEAD & PROFIT ON SUB -SUBCONTRACTORS a. NTE 6% for each sub 8. Bond a. Bond 9. B&O Tax a. B&O Tax COP: Date: 6/11/2020 Contractor Ref. No. RA 257 Itemize all costs on attached COP Cost Breakdown form. 1. CRAFT LABOR COSTS $ 1,659.00 2. MATERIAL COSTS $ 1,310.85 3. EQUIPMENT COSTS $ 256 00 4. SMALL TOOLS $ SUBTOTAL 1 thru 4 3,225.85 5. OVERHEAD & PROFIT $ 387.10 6. SUB -SUBCONTRACTORS $ 7. OVERHEAD & PROFIT ON SUB -SUBCONTRACTORS $ 0.00 % of 1-7 90.32 8. Bond $ 90.00 0.00 % of 1-8 9. B&O Tax $ Working -Subcontractor COP breakdown template i003) Page of TOTAL COST 3,702.95 Issued 6/11/2020 Breakdown 0 16. ct Name: Tuckwtla Justice C 0 12 3 a a at kO GrO tri . ..r, lr, IN ...,-- Ln CO „ 0 r-1 f 0 r4. , „ V, , „ IA V) , 14 „ ' VT , „ 40 th , Vl. VI , V. VI , „ 01. 44 „ VI V/ , 40 40 , 01 1.11 1./1. Ln (.0 Ul 41 41 VT 54 Equipment Cost I $ 1.4 40 ifY V/ 40 44 VI VI 4.4 th V. VI VT VI 40 46 VI 60. V. 4.4 1.4 VI V. Vs. V, 05 ../, ....i nn 772.. E Cost I VI 40 Ln 40 4 44 , „ VT 10 VI LI 44 , , VI 40 , , 4.1). , . , , Ill. . . 4./). try , • V> 4./1 , , -, , th V> . , 1/1. 1J). . V, ,, Ln 1,0 ci .-+ gn - 44 'E = 0 0 LA en 4.4 ill = g Labor Hrs per total hrs Cost 0 01 „ . CO 10 ‘11 VI V. 0 ID 10 trl 41 10 10. th 44 44 4.0 44 4.4 VT VI 44 .1.0 4.0 VI 40 VI 4/4 VI 40 V/ 40 40 40 V 4 VI 44 ..4/5 a 4 oN g Crr cr co 41 . 4- Ci C 0 Cl. rr= ri; 76 .,-.Z.° 0004 ..„ Concrete 8 tt. 0 u 73 ..... 0 I- Issued 6/11/2020 Working -Subcontractor COP bre Justice Center Project Name: 0 0 IL ber Concrete Constrcution c.) Contractor: 44 I ill 1 44 11 1111 1 1 t • 1 I • 0) V) 44 44 44 I 1111 • 0) 44 • 1 1 I i . 1 1111 , 11 1111 . 11 111/ I. 44 te 013 69 0) 44 Cement Mason Journoyamn CS ry ... a- 0 -.... r) .1. 18.04 0.27 $ 2.75 co '1' o w CS1 CD Z.:-:• 64 49 6, c-.1.•:' ';',--g ,-_,R .a.*-:! 0 13 a CO a CA Lin .4: en ••••• Trade & Position !Rate Schedule Date* Prevailing Wage (Incl. Benefits) 11. Hourly Wage Rate (journeyman) 2. Hourly Benefits SUBTOTAL 13. FUI % of 1 0 15. MEDICARE % of 1 6. SUI % of 1 (insert correct % to right) 7. WC (insert $ amount per hour) TOTAL (incl. payroll taxes) I <17... < (....) LT. `i 0 Issued 6/11/2020 Form Revised 6/1/2004 � m oL*Gwop X ° iii 11 0 A� m PROJECT: City of Tukwila Justice Center DATE SENT: 1028/2019 73-17158-00 suascr: TIC RF}#Z57_yVestSidewalk nr/«D� 257 Grading Issues On North Lot TYPE: RFI rpAws^o//ALID: 01426 xwsvvsn; Answered VIA: Info Exchange As shown in attached PDF and images sheetC7.O1 states tomatch existing grade atback ufwalk onthe west side ofthe north lot. After examining field conditions and survey markings, the walk will be +/- 18" above existing asphalt at the west property line. The edge of the *vo|k is upagainst the existing asphalt allowing for nuroom tomatch grades. Please advise on how tograde |nthis area. Response (unswereu) from: Brady Retzaff[mpppConsulting Engineers (nnA)} Remarks: Based on revised survey information provided 1022,recommended grading revisions and thickened edge for the western edge of the sidewalk are shown in the attached sketch. Please see NPFFresponse attached. FROM m^Me | CowpAmv EMAILSabrina Ames DLRGnuUp |sarnes@d|rgnoup.00nn TO mAws Bill Brown DESCRIPTION OF CONTENTS QTY DATED ew�z� � bjU,brmwn@ bnbu|ders.c |om pnoms r -- 2V6-461- TITLE muMucn / SCALE West' ! 1 | 10/18/2019 Sidewalk Grading Issues | l | On North Lntodf ! ' Page 1of2 � comeS: Bill Brown (GNBui|ders) BrennaChhstensen (RNBui|ders) Dillon Webster Group) EthanGernau (Shie|sOb|wtzJohnsen) GehUrbas NBuilders) Jeff Clark NBuilders) Liz Van VVieringen (BNBui|ders) Sabrina Ames (OLRGroop) Steven Schmitz (DLR Group) F1 Tra s .ttall 1O/2B/JO19 01426 Page Zof2 Request for Information RFI No: 257 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: October 18, 2019 Submitted To: Steve Schmitz Submitted By: Bill Brown DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subject. West Sidewalk Grading Issues On North Lot Discipline: Civil Document Reference: C7.1 Spec Section: Subcontractor: Iliad Inc. Subcontractor RFI No: 1 Question Date Required: 10/25/2019 As shown in attached PDF and images, sheet C7.01 states to match existing grade at back of walk on the west side of the north lot. After examining field conditions and survey markings, the walk will be +/- 18" above existing asphalt at the west property line. The edge of the walk is up against the existing asphalt allowing for no room to match grades. Please advise on how to grade in this area. Answer Based on revised survey information provided 10/22, recommended grading revisions and thickened edge for the western edge of the sidewalk are shown in the attached sketch. B Retzlaff 10/25/2019 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 1 Iliad, Inc. 1107 South Baily Street Seattle, Washington 98108 Phone: (206) 282-4200 RFI #1 Project: Tukwila Justice Center 15045 Tukwila International Blvd Tukwila , Washington 98188 North lot, west sidewalk grading issues TO: DATE INITIATED: LOCATION: PROJECT STAGE: SUB JOB: COST IMPACT: DRAWING NUMBER: LINKED DRAWINGS: RECEIVED FROM: COPIES TO: Dominic Barashkoff (IliadNW), David Dorland (IliadNW) Dominic Barashkoff (IliadNW) David Dorland (IliadNW) 10/17/2019 North Lot Yes (Unknown) C7.01 FROM: STATUS: DUE DATE: COST CODE: SCHEDULE IMPACT: SPEC SECTION: REFERENCE: Question from Dominic Barashkoff (IliadNW) at 09.12 AM on 10/17/2019 Dominic Barashkoff (IliadNW) Open 10/18/2019 Yes (Unknown) 310000 - Earthwork As shown in attached PDF and images, sheet C7.01 states to match existing grade at back of walk on the west side of the north lot. After examining field conditions and survey markings, the walk will be +/- 18" above existing asphalt at the west property line. The edge of the walk is up against the existing asphalt allowing for no room to match grades. Please advise on how to grade in this area. Attachments: c7,01 .PRADINQPLAN1 NQR3HRPV.4 wrkup_Ctipcif CDCDO8A9-5603-4A52-980E-E29C42FFA10Fjpg 6049058A-89C1-4728-995A- 711.19517jpg 0304419:-39K-4059,813.94-.385139897MFAPg Awaiting an Official Response All Replies: BY DATE COPIES TO Iliad, Inc. Page 1 of 1 Printed On: 10/17/2019 09:15 AM Lowly ...le 1.•••1.3 dnoJ9 GRADING NOTES Ermo,41,,,wra MIAMI IttIKVAS C091.1,...V MK IDE g § 8 5 g a alrgi 0 cD mall ADD Japao aoprif entvoini a 1. 2 - co 43 •••• • CO MON,ct000-t.0ii, Vme dnao flo Pla Jawao aogsnr Rawl - Shka|GC]b|etoJohnsen Attn: EthGnBerOau 1O1Y8G|8rWay Suite 5O0 Seattle, VVAS8104 RE: BNB Cost Proposal for RFI 277—Electrical Sump Pump for Fire Service Vault Dear Ethan, BNBuilders hereby submits our proposal for RFI 277 to add electrical provisions to the electric sump pump for the fire service vault. The total proposal ofthis subject work isThree Thousand One Hundred Thirty -Three dOUoro$3.133.OU. There iSa zero -day impact kJthe Project SChedU|g. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptanceVfthis proposal and reference CP 5O70inthe forthcoming change order. Jeff Clark Project Manager CC: Justine Kim 0u G5riU[UE0 nbmi|ders.QJnd Steve Schmitz (sschmitz@dlrgroup.com) GN8oi|de rs 2601 4111Avenve, Suke35V Seattle, YVA9DlZl T:ZV5382.344 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BN Builders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 277 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 277 - Electrical Sump Pump for Fire Service Vault COP #: 5076 DATE: 31512020 BP 26.00 Valle 1st -ter Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,984,00 $2,984.00 $149.20 -$0.20 Total Change Request $3,133.00 To the best of my knowledge and belief, I certify that all costs listed above are correct Contractor Signature Date 5% "The Electrical Solution"z, VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Provide dedicated circuit to sump pump in Fire Service Vault SL # DATE 2/5/2020 Addendum# VE JOB # 19146 Time Ext Rqrd (days): 5 RFI# VE CP # 016 Self Performed Work LABORCOST 23.85 hrs $96.12 $ 2,292.46 SUPERVISION 0.0% Ibr SAFETY 0.0% Ibr $ SMALL TOOLS 0.0% Ibr $ MATERIAL COST $ 302.38 EQUIPMENT COST 24' Scissor Lift Month OH & PROFIT - SELF 15.0% Subcontractor Quotes Quote Quote Quote Quote SUBTOTAL COST: SUBTOTAL DIRECT COST QUOTES: OH & PROFIT- SUBS 8.0% Bond Permit Fee BIM hrs 85.00 $ 2,594.84 389.23 TOTAL CHANGE PRICE: $ 2,984.00 NOTE: 1) Proposal valid for acceptance within 30 days. 2) While Valley Electric considers our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensation at a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric at the time of settlement on this change. 3) This construction change has been estimated using the drawings furnished; an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, has not been performed. 4) Permit costs are specifically excluded. Should this change, or it become necessary to procure/pay for an increased permit fee this would become an added cost to the change price reflected above. Our proposal amount does not include the following: - Overtime / Shift Work - Fireproofing Repairs - Concrete/OWE Repairs - Shutdown Costs - Painting and Patching Valley Electric Co. Job #19146 19146 - CP #016 - RFI-277 - Fire Service Vault Sump Pump.xls Contract # Page 2 of 2 Print. 2/5/2020 Description Qty Net Price U Labor U Total Mat($) Total Hours 3/4" CONDUIT - EMT 100 126.43 C 6.2 C $126.43 6.20 3/4" CONN SS STL - EMT 2 196.02 C 12 C $3.92 0.24 3/4" COUPLING SS STL - EMT 10 230.36 C 6 C $23.04 0.60 1/2" BUSHING GRDG INSUL 150 DEG - STEEL 2 708.13 C 0 C $14.16 0.00 3/4" 2-PC CONDUIT STRUT CLAMP 12 97.52 C 3.75 C $11.70 0.45 1/2" FLEX - LIQUIDTIGHT METALLIC - GRAY 3 237.6 C 5 C $7.13 0.15 1/2" CONN STRAIGHT - LIQUIDTIGHT DIECAST 2 334.62 C 18 C $6.69 0.36 3/4" CONDUIT - PVC40 100 35.93 C 5.6 C $35.93 5.60 #12 THHN SOLID BLACK 300 244.6 M 7.5 M $73.38 2.25 MOTOR CONNECTION - TESTING - CX 1 0 E 8 E $0.00 8.00 SUB COORDINATION (As Needed) 0 1 E $0.00 0.00 POSTING/RECORD DWGS 0 1.1925 E $0.00 0.00 CLEAN UP (.5% Lbr) 0 0.11925 E $0.00 0.00 TESTING (.75% Lbr) 0 0. 78875 E $0.00 0.00 WARRANTY (As Needed) 0 0.2385 E $0.00 0.00 Totals: $302.38 23.85 CONFIDENTIAL 0 DR Group uLR Gro�jp N% I �1 p«oJscr: City nfTukwila Justice Center DATE SENT: 11/6/3019 73-17158-00 sumeCr: TIC RFI#277_Bectroa| Sump nF//D: 277 Pump for Fire Service Vault r,ps: RFI rRxms*oT^L ID: 01404 Answered A. C1 VIA: Info Exchange The sump drain called out asItem #15 in VVD 125 standard detail 19Con C4.2Ziaahydraulic pump. Per discussion with the design team, the preference is to use an electric pump in lieu of hydro pump for the Fire Service Vault. Please provide make and model of electric sump pump and provide updated electrical pathway tnthe pump and PIV'sensor. Response (Answered) from: Michael Herseth (KPFF Consulting Engineers (WA)) PerKCVVD 125 representatives at the water main pre -construction meeting, the water district prefers an electric pump over a hydro -pump to drain water vaults. The current edition of KCyyD 125 standard detail 218includes the following note: FOR SUMP PUMP: 16"DlAMx6"DEEP SUMP WITH ZOELLERMODEL S7 SUMP PUMP. PROVIDE ELECTRICAL POWER PER ALL APPLICABLE CODES. CONSTRUCT 1-1/4^,5CH8OPVC DISCHARGE PIPING, WITH LOCATE WIRE TO NEAREST CATCH BASIN [)RAPPROVED LOCATION. Response (Answered) from: Sean Avery (oLmGroup) ncmudo: Provide dedicated ZOAdrcuit from RLpA1-69 in room 4119 for sump pump. provide connection from FACPtu PlVcontro| valve supervisory switch to monitor position ofPIV valve. For the PIV valve connection, provide liquid tight flex conduit through existing spore sleeve into MDF room. For the power tothe sump pump. The sleeve may also beused to get into the building, but direct route toroom A11Q is preferred irthere isasimple and clean way toachieve the pathway. m^ms coMpAw, EMAIL pnOme � | Sabrina Ames i0RG�up �sames@| 2Ob~461~ age P 1of2 MAns coMpxwY ozwpwm, BNBuilders DESCRIPTION opCONTENTS QTY DATED 10/31/2019 Sump Pump for Fire |Service Vault'ndf Bill Brown '* F1 Tra n: DATE: ID: s��~����l I1/6/2U1B 81494 �� EMAIL PHONE / EMAIL orn s � bi{LbrowM@bnbVUder .c TITLE (BN8u|ders) BrennaChhstonsen (BNB |d Dillon Webster (DLR EphrannHarsh (BNBui|ders) Ethan.8ernau (Shie|aOb|etzJohnsen) GehUrbas (BNBui|ders) Jeff Clark (BNBui|ders) PHONE Sabrina Ames (DLRGroup) Steven Schmitz (]LRGrnup) NUMBER SCALE 306-382-3443 Page 2of2 Request for Information RFI No: 277 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: October 31, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Electrical Sump Pump for Fire Service Vault Discipline: Civil Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor: Iliad Inc. Subcontractor RFI No: Question Date Required: 11/7/2019 The sump drain called out as Item #15 in WO 125 standard detail 19C on C4.22 is a hydraulic pump. Per discussion with the design team, the preference is to use an electric pump in lieu of a hydro pump for the Fire Service Vault. Please provide make and model of electric sump pump and provide updated electrical pathway to the pump and PIV sensor. Answer Per KCWD 125 representatives at the water main pre -construction meeting, the water district prefers an electric pump over a hydro -pump to drain water vaults. The current edition of KCWD 125 standard detail 21B includes the following note: FOR SUMP PUMP: 16" DIAM x 6" DEEP SUMP WITH ZOELLER MODEL 57 SUMP PUMP. PROVIDE ELECTRICAL POWER PER ALL APPLICABLE CODES. CONSTRUCT 1-1/4", SCH 80 PVC DISCHARGE PIPING, WITH LOCATE WIRE TO NEAREST CATCH BASIN OR APPROVED LOCATION. M Herseth [KPFF, 11/5/2019] Provide dedicated 20A circuit from RLPA1-69 in room A119 for sump pump. provide connection from FACP to PIV control valve supervisory switch to monitor position of PIV valve. For the PIV valve connection, provide liquid tight flex conduit through existing spare sleeve into MDF roorn. For the power to the sump pump. The sleeve may also be used to get into the building, but a direct route to room A119 is preferred if there is a sirrple and clean way to achieve the pathway. Sean Avery, DLR Group 11/6/2019 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 1 canoEMI ulp...er.m.o, vow:Jam-UM. dnao NIG 1711711110i j psyg 1.091 RY.W.1.41 V11.1, IMI40:61 VlIMNO1 AO ALIO Jalueo aonsnr ; ; -Gr g g9. a 0' AO - 10, GO rr BNBuilders July 22, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 355 - 150th Curb Curb Elevation Dear Ethan, In accordance with RFI 355 dated 1/10/2020, BNBuilders hereby submits our proposal to remove curb forms along the South side of 150th St., re -grade to adjusted elevations, and reinstall forms. The total proposal of this subject work is Three Thousand Five Hundred Fifty Three dollars $3,533. This proposal does not include potential additional costs relating to NSS activities. BNB reserves the right to pursue additional costs at a later time for NSS related activities as it pertains to this change. 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 5108 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@dlrgroup.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 355 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5108 DATE: 7/20/2020 DESCRIPTION OF CHANGE: remove curb forms along the South side of 150th St., re -grade to adjusted elevations, and reinstall forms. BP 03.00 BNB (Foundations/Structure/Waterproofing) $2,746.83 BP 31.00 Iliad $618.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $3,364.83 $168.24 -$0.07 Total Change Request $3,533.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Dale 5% BNB EINBuilders Subcontractor CP Breakdown Summary TJC Cost Event #: 57 Project No. CP #: 5108 SUBCONTRACTOR: Iliad Document #: Re -grade for curb staking along S 150th St. north DESCRIPTION OF WORK: of building Date: 1/16/2020 L SUBCONTRACTOR'S DIRECT WORK 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) 263 88 51 502 SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ $ - $ - $ 111 FEE Breakdown Per Contract A. Fee on Direct Work (Item E) 15% 75.28 B. Fee on Subtier Subcontractor Direct Costs (Item H) 6% IV. SUBTOTAL SUBTOTAL (Total of Parts I, II, III Above) Liability Insurance 5.80% Bond Costs 1% V. TOTAL TOTAL (Total of Parts I, II, Ill, IV Above) VI. UNIT PRICETOTAL TOTAL $ 577 33 7 618 COP Cost Breakdown Project. Name: TJC Project No. Subcontractor: Iliad Work Description: Re -grade for curb staking along S 150th Stnorth of building Cost Event #: 57 CP#: 5108 Document # Date: 1/16/2020 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 $/Unit Costs Operator 1 ea 2 71.46 $ 143 $ - $ - $ - Laborer 1 ea 2 59.91 $ 120 $ - $ - $ - Loader 1 ea 2 $. - $ 44.12 $ 88 $ - Tool Truck 1 ea 2 $ - $. - 8.04 $ 16 $ Plate Compactor 1 ea 2 $ - $ - 23.40 $ 47 $ - 5/8- baserock 4 ton $ - 22.00 $ 88 $ - $ - $ - $ - $ - $ - $ - $ - $ - $. - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ _ $: - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - .. $ $ $' $- $ - $. - $ - $ - $ - $ $ - $- -. $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ _ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Cost of Work A. Total Cost of Unit Price Work. $ 263 8. $ 88 C. $ 151 D. $ 502 Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 355 COP #: 5108 Contractor Name: BN Builders DATE: 613012020 DESCRIPTION OF CHANGE: tear down forms for civil contractor to regrade and reform per RFI 355 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractors Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Direct Costs +Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $2,543.36 $203.47 Total Subcontractor Change Request $2,746.83 To the best of my knowledge and belief,) certify that all costs listed above are correct. Contractor Signature Date 15% Caliber Concrete Construction Inc PO Box 1881 Milton WA 98354 (253) 927-0707 (253) 927-0706 BNBuilders, Inc, Description 0202 Curb & Gutter 1©" 9901 - Manhours Change Order Request COR Number: 001 Date: 9/20/2019 12'15% fee = $79.48/hr City of Tukwila Justice Center entity UO $2; 543:36 Unit Price Extend Page 2 CAL' I3 CONCRETE CONSTRUCTION INC. PROJECT N. • DATE: 309e 0 !UEST FOR :' DITIONAL WO CO CTOR N LON 42) : JOB #: L/l'/ i `i?t✓'; IGNED AG' " ES TO CO 1 f ENSATE R CON CONSTRUC nON, INC. FOR ADDITIONAL WO a ST u CON TE OVE ' "` UN 4( OT R (DES E): T1il t ERSIGNED AG ' S TO HOLD C ER CON DUE TO INADEQUATE SUBGRADE:. a FROZEN T a POOR COMPACTION AUTHO SIGNA P` E TN C r ER SIGNA SS DLR Group R]F��l� Ti oL*Govup gVesr/ow: sussssTuOw: FROM NAME Sabrina Ames 1i I City ofTukwila Justice Center DATE SENT: 1/102020 73-17158-00 TIC RB#B51S0thCurb RFI/D: 355 Elevations RFI TnAwsmz//ALID: 01838 Answered tal vm' Info Exchange During a site walk on 1/8, BNB discussed with DLR that the curbs appeared |ovv in comparison to the existing roadway on the south side of 150th. Please reference the attached survey and note the calculated elevations ofthe Movv|ineusing 'As-Bui|t'information ofthe roadway compared the design elevation shown in parenthesis. We believe the Mow|ineelevations should beadjusted tomatch what isshown. Please advise and provide an updated grading plan for these curbs. Response (Answered)from: Michael wersem(mpFFConsulting Engineers (WA)) Individual existing grade elevations are based nn the project surveyand should beused bythe contractor for reference. Design intent istomatch existing grade atthe flow line. Per Section BnnSheet CQ.2O,match existing grade atthe south flow line of NE 150th Street. See the attached markup for information on individual spots. DESCRIPTION 0pCONTENTS COMPANY EMAIL | | � DLR Group | sames@d|rgroup.com BNBuilders p*Ome 2O6-461- 6O94x73-50g4 | EMAIL p*oms ! biU�brown@fbnbu1|dens.c � / 206-382-3443 .Om DT, oxTso TITLE NQMesn SCALE szze Page lnf2 QT, oArsn � rrrLs Elevations.pdf Bill Brown (BNBui|ders) BrennaChhstensen (BNBui|ders) Dillon Webster (DLRGroup) EphrannHarsh BNBuUders) Ethan 8ernau (Shie|s Db|etc]ohnsen) Geri Urbas BNBui|ders) Jeff Clark (B0Bui|ders) Sabrina Ames (OLRGroup) Steven Schmitz (DLKGroup) ^^ Q ns,mittal 1/1O/2OZO 01828 munacR � SCALE SIZE Page 2 of BNBuilders Request for Information RFI No: 355 Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: January 09, 2020 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject 150th Curb Elevations Discipline: Civil Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor Subcontractor RFI Ncx Question Date Required: 1/16/ 2020 During a site walk on 1/8, BNB discussed with DLR that the curbs appeared low in comparrison to the existing roadway on the south side of 150th. Please reference the attached survey and note the calculated elevations of the flowline usingAs-Built information of the roadway compared the design elevation shown in parenthesisWe believe the flowline elevations should be adjusted to match what is shown Please advise and provide an updated grading plan for these curbs Answer Individual existing grade elevations are based on the project survey and should be used by the contractor for reference. Design intent is to match existing grade at the flow line. Per Section B on Sheet C9.20, match existing grade at the south flow line of NE 150th Street. See the attached markup for information on individual spots. B Retzlaff [KPFF, 01/09/2019] Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 moz e AavnNvr Sld 'aulesas, LsassaN Ebbs seS SOS d OSS SVIITI4,12;r02 ONI ti.PMEING S1011N00 3CIV80 ONIISIX3 0A1131VN011MdaNI \num' 9b091. 13.1.1\199 aolisnr VlIMNra LJL 0 u_ 0 0 0 cc z P g wo z z ff, ca 5 o w z- w BNBuilders July 9, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 018 - Revised Light Fixtures Dear Ethan, In accordance with ASI 018 dated 10/1/19, BNBuilders hereby submits our proposal to revise the B119 Vestibule and canopy light fixtures The total proposal of this subject work is One Thousand Four Hundred Thirty Five dollars $1,435. 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 5112 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@dlrgroup.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 BtiBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 018 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: revise the B119 Vestibule and canopy light fixtures COP #: 5112 DATE: 719/2020 BP 26.00 Valley 1st -tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment $1,366.00 $1,366.00 $0.00 $68.30 $0.70 Total Change Request $1,435.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date "The Electrical Solution"m VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Revise fixture types as noted in ASI-018 ASI # DATE 11/21/2019 Addendum# VE JOB # 19146 RFI# VE CP # 013 Self Performed Work LABOR COST 0.00 hrs $90.34 SUPERVISION 0.0% Ibr SAFETY 2.0% Ibr SMALL TOOLS 5.0% Ibr $ MATERIAL COST $ EQUIPMENT COST 24' Scissor Lift Month OH & PROFIT - SELF 15.0% Subcontractor Quotes Quote Quote Quote Quote Time Ext Rqrd (days): 1,188.05 1 SUBTOTAL COST: $ 1,188.05 SUBTOTAL DIRECT COST QUOTES: OH & PROFIT - SUBS 8.0% Bond Permit Fee 178.21 TOTAL CHANGE PRICE: $ 1,366.00 NOTE: 1) Proposal valid for acceptance within 30 days. 2) While Valley Electric considers our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensation at a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric at the time of settlement on this change. 3) This construction change has been estimated using the drawings furnished; an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, has not been performed. 4) Permit costs are specifically excluded. Should this change, or it become necessary to procure/pay for an increased permit fee this would become an added cost to the change price reflected above. Our proposal amount does not include the following; - Overtime / Shift Work - Fireproofing Repairs - Concrete/GWB Repairs - Shutdown Costs - Painting and Patching Date: Nov 13, 2019 Quote: GRASB19-16482-1 works to your advantage Project Tukwila Justice Center Location Quote GRASB19-16482-1 uote Page 1/2 Graybar Electric Company, Inc. 1919 6th Avenue South Seattle WA 98134 Phone: (206) 292-4848 Fax: (206) 701-2949 From: Will Hoban Quoter Ph: email: william.hoban@graybar.com To: Collin Tuthill For Valley Electric Bid Date Nov 13, 2019 1100 Merrill Creek Parkway Expires Dec 13, 2019 Everett WA 98203 Phone: (425) 405-0832 Fax: (425) 407-0578 EMail: collint@velectric.com QTY Type MFG Part -1 S4 COOPER LSR6B15D010P INCLUDES CAN AND TRIM Line Note: W/ 6LBNOH TRIM -12 E6 COOPER LSRB15D010P INCLUDES CAN AND TRIM Line Note: W/ 6LBNOLI TRIM SUBTOTAL 1 P3 12 E6 SUBTOTAL COOPER LSR6B20D010SL INCLUDES CAN AND TRIM Line Note: W/ 6LBMOH PRISM 071436 WALL MOUNT Total: Price UQ ExtPrice $288.80 ($288.80) $291.20 ($3,494.40) ($3,783.20) $411.25 $411.25 $380.00 $4,560.00 $4,971.25 $1,188.05 Graybar Electric Company, Inc. Will Hoban Page 1/2 ocu ent 71 Architect's Supplemental Instructions 1 TM 17 PROJECT: (name and address) 73-17158-00 City of Tukwila Justice Center Tukwila, WA OWNER: (name and address) City ofTukwila 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 98122 ASI INFORMATION: ASI Number: 018 Date: October 1, 2019 CONTRACTOR: (name and address) BNBuilders 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 The Contractor shall carry out the Work in accordance with the following supplemental instructions without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. (Insert a detailed description of the Architect's supplemental instructions and, if applicable, attach or reference specific exhibits.) DRAWING REVISIONS Sheet A11.1 — MILLWORK ELEVATIONS Revise evidence pass -through lockers shown on 22/A11.1 per owner request. Field verify all clearances. See A11.1. Sheet ES1.4 — SITE LIGHTING DETAILS & SCHEDULES Revise canopy light fixture per Exterior Luminaire Schedule, revised fixture is to be mounted between joists flush with canopy decking. See ES1.4. Sheet E1.1B — LIGHTING PLAN, FIRST LEVEL — AREA B Revise Vestibule B119 fixture to pendant mounted P3. Mounting height to be at minimum 8'-0" from FFE, or as high as possible without being obstructed by VRF system, to be field verified. See E1,1B SPECIFICATION REVISIONS Specification 105113 METAL LOCKERS Revise 105113.0 — Pass -Through Evidence Lockers: 1. Basis -of -Design: Evidence Lockers by Tiffin Metal Products Company. a. Configurations: 02AA, 05AA, 05AC, 08AC, 11AA, 06AA, 08AE, 12AB ISSUED BY THE ARCHITECT: DLR Group Inc. (a Washington Corporation) ARCHITECT (Firm name) SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE October 1, 2019 DATE AIA Document G710". — 2017. Copyright © 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIA0 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 17:11:08 ET on 10/01/2019 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale. User Notes: (3B9ADA3A) dnao ?fici , 5 , 6 vitivoini 40 A/10 131N30 otisnr vivvoini 45i iti E El fli i' 5 a Er 4 I 00t100110, /RY - SOUTH w w ;.g ? sr .5 _., 1 i cc 0 0 m rsi 4. gl -i hi ,s — t I •': 'IL:3 ril 6 6 COVITERMF, SF, MACE RAN., \ RIF LEIGU N CLEANING - WE = b N L, .,. p qi •9 Jiiii Le 2' • .0- CKERS COUNTEF .. .. ' 1 .11 7'. .[ '•71*?*- . . rr, Z III . r.. . 1.12 ; nviii . . '' - . .1111fflai MI . 2 81 1%1,1 j' A .KOL•L d I LI 1 g g = . (..0 _.",, , ...A' . - . < . . - . .. _ 1 1 il .0, 81 V ' 1E < 1 ,4 i q ti ga . 0§ 4 vb 1 0 w p, idli ( il!A noWiliii 18, ROUGH EVIDENCE LOCK! E0 6! 0' EU rTZTM, YAMS / CONFERENCE ROC G.£1,04.1).1.41 ;HEN idlkilifilidh1 Ti,-,, MINIMS t.., I Liu' ...... El ET,., LE'E'.- Ininft1111 c+' imi _ -'1.- '1i .r G ..0. J. , ' db, lign LIJ CC LIJ z ' _ CrilATEAr, 511 CAMEI.E PL.! RGENCY OPERATIONS CE 7.7 1111111 ; COW111131, 55.7 cmantwa.Fuux ENCE SHELVING - NORT L.-- -- , a, LT, wAntralmolmeletorfoo-aitt.,.., dnao ay.., ..elici ,rummniAo ).J.13 2131N30 9otisnr Nrum>ini it 8 gst. 2 2 Hai P 0 Lu A72 CO 5' T.- n,..-,. co 11121MHIE 4. : C1111111 . L. 11g1111 1110-AA 1 1-g A -lM.—EmEiS..I s s hh lidi .N§ .1 !w 1 m - L L_J -uh I , § FA M 2 AINAIRE SCHEDULE MD WHIM COCA A gt i 8 t g o. 9: W tgq 4 r t ! ! c g g H 1 8 11 ! ;; , s ,,,. ' . -'t- i OU i , _.., . i _ ., • - , — — 44 -Ili --,n- ,, 0 ... .., 0 . . 2 I I . i .,„, 2 cs _ ,i. _ • ...1 ., g '*- §i . g? N 1 , ------7-..---\---4 L : 1,1 4: .r, 4 z A 1 125. ' , , , y Li)- ' 2 1 ._ li 1 1: g 5, -IT POLE DETA ir °'- 0 \ / \ il ,i1 8 tt. IT BASE DE r t 1 :Lhi ? t ( . . .., n — — — . _,_ • ,...1 . E., 0 • • 5 n 4 2 I- 4 2 V...........1...31102 eall-tri-001GILI.C.V.M.Z dnoi zi�a wVniwirlAO.= 113LN303olsnrvlIM)ni Z °y m p< m 2w W a-J.IHLflHN .EGEND NOTES o L. a fri M.. o ]D �. ,NO ® o O 0 o i I b I of �y µy�@/ III&A I�< 8 i . .,s " ;[ . w " - t$7 11nn1�IIpIqq ffia ? 3a ; 8; p zIpI14oc �I o b N t` "aa u o r � a" IIII slip III�S ❑ems px tot q a 4 . Y P : $1& .t-^_mot r�2 q ^4 Y&ffi..�. '� ��'q RJ .;, ,�� WI , `gg x L A Na Cqw a�' KI,1.IM 83'v ll LLY AI Cl ` a . " ,t C. Y. i 1 n �.. 0 l 0 z0 ' a 1+.. M Or 10 M 11 H© -a, F W .t m 10 W a J in > W in Lt LT_ QQZ J p Z 0 H Y S; JB 4 BNBuilders July 23, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 390 — Counter in A225 Dear Ethan, BNBuilders hereby submits our proposal (REV 1) for adding a counter on the East wall of A225 per RFI 390. The total proposal of this subject work is Four Thousand Two Hundred Thirty Six dollars $4,236.00. This proposal does not include potential additional costs relating to NSS activities. BNB reserves the right to pursue additional costs at a later time for NSS related activities as it pertains to this change. 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 5127 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek©soseaj.com) Geri Urbas (geri.urbasbnbuilders.com) Steve Schmitz (sschmitz@dIrqroup.com) BNBuilclers 2601 41-'' Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206,382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 390 - Added Counter in A225 COP #: 5127 DATE: 7/2312020 BP 06.40 BNB (Architectural Casework) BP 09.20 Northwest Partition $3,450.49 $584.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $4,034.49 $201.72 -$0.21 Total Change Request $4,236.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Dale To: NORTHWEST PARTITIONS BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #390 - rework wall for blocking at counter per this RFI Page 1 of 1 RE UEST FO CHA GE ORDER Ref.# COR-0032 External/RCO# GC Ref# Date Feb 25, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor demo GWB install blocking Hang Interior GWB Finish Tape Stock DM/ - Onsite Clean -Up DM Material FIRETREATED 2"X6" 5/8" TYPE "X" DRYWALLI X58 Total Miscellaneous Charges Size 12' 4'X12' Quantity UOM Unit Total Rate 1.00 Hrs 1.00 72.31 2.00 Hrs 2.00 72.31 1.00 Hrs 1.00 73.76 1.50 Hrs 1.50 70.77 0.50 Hrs 0.50 72.31 0.50 Hrs 0.50 72.31 Quantity UOM 1.00 EA 1.00 SHT Total $72.31 $144.62 $73.76 $106.16 $36.16 $36.16 Total Labor Unit Price 1 052 LF 414 SQFT $469.17 Total $12.62 $19.87 Total Material $32.49 Total B&O Tax .48% GL Insurance 1% $2.41 $5.04 Total Miscellaneous Charges $7.45 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 25, 2020 5:49 AM Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: $469.17 $32.49 $0.00 $0.00 $7.45 Sub Total: Overhead 15%: Sub Overhead: $508.75 $75.25 15.00% $0.00 8.00% Total: $584.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com CUSTOMER CONTACT LOCATION CITY, STATE PHONE# AT EUS LU COMPANY, INC. EMAIL JOB PROPOSAL DATE 3e FROM KE PO# JOB# UNLOADING LIN FT. PIECES SIZE LGTH DESCRIPTION TOTAL FBM RATE PER M AMOUNT § 2 105Z- Gc;73 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 (iteCG.C) Ce- 17S QUOTE GOOD THROUGH: \ TOTAL PROPOSED QUOTE FOB: PAYMENT TERMS: NET 10TH PROX THIS AGREEMENT FOR THE SALE OF MATERIAL IS SUBJECT TO THE TERMS AND CONDITIONS SET FORTH AS FOLLOWS AND THE MATHEUS LUMBER COMPANY, INC. (SELLER) STANDARD TERMS OF SALE, WHICH ARE INCORPORATED BY REFERENCE HEREIN AND ARE SET FORTH ON THE SELLER'S CURRENT INTERNET WEBSITE (www.matheuslumber.com) 1. DOES NOT INCLUDE STATE AND LOCAL SALES TAXES OR CALIFORINA LUMBER PRODUCTS ASSESSMENT'S TAX UNLESS STATED ABOVE. 2. MATERIAL IS QUOTED AND OFFERED SUBJECT TO PROMPT ACCEPTANCE AND 15 SUBJECT TO CHANGE OR WITHDRAWAL WITHOUT NOTICE UNLESS SPECIFICALLY LEFT OPEN FOR A DESIGNATED PERIOD OF TIME ONCE ACCEPTED, THIS CHANGE ORDER BECOMES A BINDING CONTRACT ON THE SELLER'S TERMS AND CONDITIONS. 3. TYPOGRAPHICAL AND MATH ERRORS ARE SUBJECT TO CORRECTION. 4. BUYER IS RESPONSIBLE FOR CHECKING THAT GRADES,LENGTHS AND QUANTITIES ARE ACCURATE. 5. USE UNIT PRICES, NOT EXTENSIONS, WHEN CONSIDERING BID. PRICES ARE GOOD FOR THE ABOVE QUANTITIES ONLY. 6. ANY ADDITIONS WILL BE BILLED AT CURRENT MARKET PRICES, EITHER UP OR DOWN. 7. ALL SALES ARE SUBJECT TO CREDIT APPROVAL. 8. DO NOT DUPLICATE OR REDISTRIBUTE IN ANY FORM. MATHEUS LUMBER COMPANY, INC. Purchaser (Company) Dale Signature Date P.O. Box 2260 • 15800 Woodinville -Redmond Road NE • Woodinville, WA 98072-2260 (425) 489-3000 • 1-800-284-7501 • info@matheuslumber.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 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 Siud 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 Studs Track Track Studs Studs Studs Studs Studs Studs Studs Track Track Track Per 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1 EA 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF 1000 LF Unit Price 1306.8 1640.4 2065.2 1791.6 2254.8 4317.6 2008.8 2538 1135.2 1459.2 1200 1507.2 1888.8 1777.2 2104.8 3979.2 1651.2 2403.6 436.8 625.2 970.8 873.6 0.828 594 562.8 447.6 954 519.6 532.8 997.2 1296 986.4 1286.4 2580 2060.4 478.8 950.4 1226.4 CONSTRUCTION SUPPLY Where customer service 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 600S125-33 6005162-33 600T125-30 600T125-33 150A150-30 SECUR1.0-16 SECURACLP B1XW B412NB CJGWB LWAP LWTAPI N G PTAPE X58 X58H1 X58MMR X58DURO 400CH-33 400JT-33 X1SWLGLAS BULLET3 Bullet Strips 300A300-54 3-5/8" 16 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 2-1/2°" Leg 3-5/8" 16 Gauge Track w/ 2-1/2" Leg 3-5/8" 14 Gauge Track w/ 2-1/2" Leg 6" 20 Gauge Stud 6°' 20 Gauge Stud 6" 20 Ga Stud w/ 1-5/8" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 6°` 20 Gauge Track w/ 1-1/4" Leg 1-1/2" x 1-1/2" Framing Angle 20 Gauge AMICO Security Mesh 1" x 16 Gauge AMICO Secura Clip 300/Carton B1XW - Corner Bead B4 - 1/2" No Bead L Metal Control Joint for GWB #093 USG Lite Weight All Purpose Joint Compnd 3.5 gal Lite Weight Taping Joint Compnd 3.5 gal 2-1/16" Paper Tape - 500'/Roll 5/8" Type X GWB 5/8" Type X High Impact GWB 5/8°° Type X Mold & Moisture Resistant GWB 5/8" Type X Cementitious Backer Bd 4" 20 Gauge Shaftwall Stud 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 Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5127 Contractor Name: BN Builders DATE: 7123/2020 DESCRIPTION OF CHANGE: Added in -wall brackets and countertop per RFI 390 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $o.00 Total Sub -tier Subcontractor Costs Subcontractors Mark-up on Sub -tier Subcontractor(s) $3,194.90 $255.59 Total Subcontractor Change Request $3,450.49 To the best of my knowledge and belief, 1 certify that all costs listed above are correct Contractor Signature Date 15% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCDIRFI: 0 CP #: 0 Date: 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 $ - - $ - $ - - _ $ - $ - - $ - $ - $ - $ - $ - $ - $ - - $ - $ - - - $ - $ - - $ - $ - $ - $ - - $ - - - - $ - $ - - $ - $ - - - $ - - $ - $ - $ - $ - - $ - $ - $ - $ - $ - - - $ - $ - $ - $ - $ - $ - $ - - - $ - $ - - $ - $ - - - $ - $ - $ - - - - $ - - $ - $ - - Total Cost of Work A. $ - $ - $ - B. $ - C. $ - INTERIOR WOODWORKING SPECIALISTS Change ��� �.���� v�nuuer Numbec45 Rev 1 Date 02/17/2020 To: BNBU|LDER3 INC Project: 19O19TUKyV|LAJUSTICE CENTER 26O1Fourth Avenue, Suite350 1SOO1Tukwila International Blvd. Seattle, WA 98121 Tukwila, WA 98188 Office: (206)382'3443 The contractor agrees to perform and the owner agrees to pay for thechanges to this contract Add open 1O'-0" SS-2 countertop with backsplash 2'-1 " deep installed below electrical outlets with (4) in -wall bracketsfor room A225 MCU Equipment. ACnaft Labor Costs B�Material Costs C|Equipment Costs $499.20 $212.88 O ` E|Small Tools (0% of(*+t5m) FSafety (0% of A) G /Overheed& pm5 (15%mo) i� H |Sub -Subcontractors Subtotal (*+B + C) ' $712.08 $0.00 - $0.00 $186.8 $2,200.00 J' m Insurance � �of4 Subtotal (o~E+F+a+H+; [N Negative changes will lower the o��8om�o¢p�e requiring nood�bono/y�vnontby - ovnra. Requested Amount of Change: $3,194.90 The original Contract Sum `was $741,64063 Net change byprevious Change Orders �2,695.04 The Contract Sum prior tothis Change Order $774,335.67 The Contract Sum will bechanged bythis Change Order $3'194.90 The new Contract Sum including this Change Order will be $777'530.57 The impact to schedule will be changed by 7/22/20206:26:57 AM Page 1 of INTERIOR WOODWORKING SPECIALISTS Direct Labor Change Order Number: 45 Rev: 1 Date: 02/17/2020 Hours Rate Extended With/P&OH AS BUILTS Materials 4.00 $124.800 Unit Qty Unit Amount $499.20 $574.08 Extended With/P&OH BRACKETS BRKT CTR IN -WALL 2X24 BLK 4.00 $40.00 $160.00 $184.00 SHEET GOODS PLY 3/4 CAB LINER BLACK G2S 4X8 (.77) Sub -Subcontractors 28.13 $1.88 $52.88 $60.82 Amount With/P&OH SKYLINE TILE & MARBLE $1,400.00 $1,512.00 ELITE $800.00 $864.00 Signed: Title: Date: 7/22/2020 6:26:57 AM Signed: Title: Date: Page 2 of 2 Request for Information RFI No: 390 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: February 12, 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: Counter in A225 MCU Equipment Discipline: Architectural Document Reference: A1.2A Spec Section: Subcontractor: Subcontractor RFI Na Question Date Required: 2/19/2020 Please provide details, elevations, dimensions and type of material for the highlighted item on the attached. Please note that no in -wall brackets are currently installed and drywall is ongoing in this area . Answer Provide counter per 25/A11.5 Counter is 10'0" in length, 25" in depth. Mount below electrical outlets. Material is SS-2 Answered by Steve Schmitz - DLR Group Date Answered: 02/12/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 Please advise of elevation, dimensions, type of counter, etc 8' - 6" 8' - 6" trassrpo COPY/WORKROOM <A227> A227 MCU EQUIPMENT <A225> S4.1 S6.2 S6.2 S6.2 owBmuue r s ShkelS{JbhetzJohnsen Attn: Ethan 8e[n@u 101 YeS|orWay Suite GO8 Seattle, VVA8O1O4 RE: BNB Cost Proposal for RF{340-Shared Use Sidewalk mnNorth Lot Dear Ethan, In accordance with RFI 340 dated 12/30/2019, BNBuilders hereby submits our proposal to nyQn8dathe new sidewalk inthe west corner Ofthe North lot. The total proposal ofthis subject work iSOne Thousand Five Hundred Sixty Seven dollars $1567.00'There isozero day impact tDthe Project Schedule. BNB reserves the right k] pursue additional costs at a later time for NSS related activities as it pertains to this change. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledgeyour acceptance Ofthis proposal and reference 5132inthe forthcoming change order. Jeff Clark Project Manager CC: Justine Kim austinek@soseaj.com) Steve Schmitz (sschmitz@dlrgroup.com) BNEuilders 2OO14thAvenue, Suite 35O Seattle, WA 98121 T:205.382.3443 Tukwila Justice Center GCICM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI RFI 340 GENERAL CONTRACTOR BNBuilders, Inc. DESCRIPTION OF CHANGE: regrade the new sidewalk in the west corner of the North lot. COP It: 5132 DATE 7/2312020 BP 31.00 Iliad $1,492.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $1,492.00 $74.60 $0.40 Total Change Request $1,557.00 To the best of my knowledge and belief, l certify that all costs listed above are correct. Contractor Signature Date BNB BNBullders Subcontractor CP Breakdown Summary TJC Project No. SUBCONTRACTOR: Iliad Cost Event #: CP #: Document #: 51 DESCRIPTION OF WORK: Re -grade for RFI #340 Shared Use Sidewalk Date: 12/31/2019 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) 525 176 510 1,212 II. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost 1) 2) 3) 4) (Subcontractor Estimates Attached) H. Subtotal Subcontractor Costs Direct Cost Fee $ - $ $ - $ $ - $ $ - $ $ - $ III. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) 15% $ 181.79 B. Fee on Subtier Subcontractor Direct Costs (Item H) 6% IV. SUBTOTAL SUBTOTAL (Total of Parts I, II, III Above) Liability Insurance Bond Costs V. TOTAL $ 1,394 5.80% $ TOTAL (Total of Parts I, II, III, IV Above) VI. UNIT PRICE TOTAL TOTAL 81 18 1,492 COP Cost Breakdown Project Name: TJC Project No. Subcontractor: Iliad Work Description: Re -grade for RFI #340 Shared Use Sidewalk Cost Event#: 51. CP #: Document # Date: 12/31/2019 Spec Section Description Quantity. Unit Prod. Hours A. Labor 6. Material C. Equipment D. Contract Unit Price Unit Prices Cost $/hour Cost $/Unit Costs $/Unit Costs Operator 1 ea 4 71.46 $ 266 $ - $ - $ - Laborer 1 ea 4 59.91 $ 240. $ - $ - $ - Excavator 1 ea 4 $ $ - 52.05 $ 208 $ - Loader 1 ea 4 $ - $ - 44.12 $ 176 $ - Tool Truck 1 ea 4 $ - $ - 8.04 $ 32 $ - Plate Compactor 1 ea 4 $ - $ - 23.40 $ 94 $ - 5/8- baserock 8 ton $ - 22.00 $ 176 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $. - $ - $ - $ - $ - $ - $ - $ _ $... $ - $ - _ $ $.. - $- $ $ - $ $: - $ - $ - $ - $ $ - $ $ $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ . $ - $ $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ -. $ - $ - $ - $. - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - TotalCost of Work A. TotalCost ofUnit Price Work $ 525 B. $ 176 C. $ 510 D. $ 1,212 ���-��_��� �� Group oLnGmup p*o/Ecr: City ofTukwila Justice Center DATE SENT: 12/30/2019 73-17158-00 SUBJECT: l]CRB#34O_ShanedUse nFIm 340 Sidewalk onNorth Lot TYPE: RFI rnAwsmurAL ID: 01790 FROM m^ms - - Sabrina Ames TO Answered VIA: Info Exchange Prior discussion was had between BNB and DLRabout how the West sidewalk on the North Lot would tie into the neighboring church parking lot. The attached memorandum was provided by DLR. Please confirmwe are to install sidewalk and curb asshown in the following documents. Additionally, please provide elevations for the sidewalk and curb. Response (Answered) from: Steven Schmitz (mmmGroup) Remarks: Direction is confirmed, provide sidewalk connection as indicated in memorandum. Reference RF1257survey information for [A8] and (EG) elevations. Match existing grade of church parking. Reference attached layout sheet. Provide minimum 1.596cross-s|ope. Approximate slope from edge sidewalk to existing parking lot is 2.6% over 28 feet. Feather grade to slope along path. Steve Schmitz -OUlGroup 12.38.1Q COMPANY � DLR Group EMAIL �_--- | pxoms � 2O6-451- | mAme COMPANY | EMAIL pHoms ` bill. Bill Brown BNBui|ders | ' 206-382-3443 /om BrennoChristensen DNBuilders | brenna'christensenD@bn 206-382-3443 Page I of 2 mAme ' Dillon Webster CompAm, DLRGmup EphramHarsh BNBuUders - SNeLsOb|etz �tk�nBernau Johnsen ' Jeff Clark 0NBui|ders Sabrina Ames DLRGmup Steven Schmitz DLRGmup DESCRIPTION OF CONTENTS R"F1Tra"nsm~ttal DATE: 12/30/2019 zo/ 01790 sMmL dwebster@drgroup.cnrn Ephran.Harsh@bnbu|d ethanb@sojsea.cVnn onn ]eff.C|ark�)bnbuUz ders' | 206-382r3443 om PHONE | � ] 2O6-4G1' 6O45x73-GO45206-382-3443 / / 206-838-3705 206-382-3443 ��05'461- sam�@d|�mupzom 60g4x73-6O94 |' JO6-461- VTv oxTco | TITLE mumVsn � �TIC 4O_�h'nedUoeSidewalk on North Lot.pdf ! 1 } I�/��/2O1� `~^ ^~ ~ SCALE eze Page 2ofZ Request for Information RFI No: 340 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: December 19, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Shared Use Sidewalk on North Lot Discipline: Civil Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor: Subcontractor RFI Na Question Date Required: 12/26/2019 Prior discussion was had between BNB and DLR about how the West sidewalk on the North Lot would tie into the neighboring church parking lot The attached memorandum was provided by DLR Please confirm we are to install sidewalk and curb as shown in the following documents Additionally, please provide elevations for the sidewalk and curb Answer Direction is confirmed, provide sidewalk connection as indicated in memorandum. Reference RFI 257 survey information for [AB] and (EG) elevations. Match existing grade of church parking. Reference attached layout sheet. Provide minimum 1.5% cross -slope. Approximate slope from edge sidewalk to existing parking lot is 2.6% over 28 feet. Feather grade to slope along path. Answered by: Steve Schmitz - DLR Group Date Answered: 12/30/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 cm |rtr« § )!I§ _a epoini Q 0 MEMORANDUM Date: From: To: Subject: Memo: 10.23.19 [UPDATE 12.06.19] Steve Schmitz - DLR Group Rachel Bianchi - City of Tukwila Shared Use Path - Access to Church By The Side of The Road Slope not to exceed 1:20 (5%) Delete pathway to existing gate. Modify path as shown, angle and slope to Church parking lot. 5Lit R PER- 19-4' 51-0" If Crossove Crossover Portion of sidewalk over property line as requested by church. 1 CED DEO Plan View, Northwest Parking Lot Shared Use Path (.5 MEMORANDUM Date: To 10.23.19 Steve Schmitz ' DLRG0up Rachel Bianchi - City ofTukwila Shared Use Path - Access to Church By The Side of The Road Grade difference o1 property line (for info. only, not to scale) AoorDxinn8t8 location of pathway as bid. ----ng North, toward Apartment --^~~~^~~`'^Parking MEMORANDUM Date: 10.23.19 From: Steve Schmitz - DLR Group To: Rachel Bianchi - City of Tukwila Subject: Shared Use Path - Access to Church By The Side of The Road Memo: d *F-.? te&A, • • # Approximate Iocation of pathway as bid. Looking South, toward 150th Street BNBuilders July 16, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 029.1 — Dedication Plaque Revision Dear Ethan, BNBuilders hereby submits our proposal for adding the dedication plaque per ASI 029.1. The total proposal of this subject work is Two Thousand Eight Hundred Twenty -Six dollars $2,826.00. This proposal does not include potential additional costs relating to NSS activities. BNB reserves the right to pursue additional costs at a later time for NSS related activities as it pertains to this change. There is a <number> 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 5139.1 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinekRsoseaj.com) Geri Urbas (geri.urbas©bnbuilders.com) Steve Schmitz (sschmitzRdlrgroup.com) BN Builders 2601 4th Avenue, Suite 350 Seattle, WA 9812'1 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 029.1 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Dedication Plaque Revision (ASI 029.1) COP #: 5139.1 DATE: 7/1612020 BP 09.20 Northwest Partition $2,691.00 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $2,691.00 $134.55 $0.45 Total Change Request $2,826.00 To the best of my knowledge and belief, I cot.* that all costs listed above are correct. Contractor Signature Date 5.00% NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: ASI 29.1 Dedicated Plaque Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0067 External/RCO# GC Ref# Date Jul 09, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Total Other Subtrade Charges Total Sign Wizards to create a custom signage, 18" x 24" bronze plaque, tamper proof attachment $2,491.50 Total Other Subtrade Charges $2,491.50 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: July 9, 2020 9:35 AM T 425-375-2500 Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: $0.00 $0.00 $2,491.50 $0.00 $0.00 Sub Total: Overhead 15%: Overhead 8%: $2,491.68 $0.00 15.00% $199.32 8.00% Total: $2,691.00 F 425-375-2540 http://www.nwpart.com Sign Wizards 1111 SE Grand Ave Portland, OR 97214 Ph: (503) 235-6967 FAX: (503) 233-2711 Email: orders@signwizards.com Web: http://www.signwizards.com Estimate #: 30779 Page 1 of 1 Created Date: Salesperson: Email: Office Phone: Office Fax: Entered by: 6/23/2020 8:23:50AM Russel Mason Russel@signwizards.com (503) 235-6967 (503) 233-2711 Russel Mason Prepared For: Contact: Phone: Email: Address: Northwest Partitions Chris Ayers N/A Portland, OR Description: Cast Bronze Plaque, ASI 029.1 Quantity Unit Price Subtotal 1 Product: Custom Fabricated Sign 1 Description: Custom Signage, 18" x 24" bronze plaque, tamper proof attachments Quantity $2,250.00 $2,250.00 Unit Price Subtotal 2 Product: Design Description: Design • 1 Files • 0.416666666666667 hr Setup Time Per File. Quantity $31.50 $31.50 Unit Price Subtotal 3 Product: Installation of Non -Electric Signs Description: Installation using prevailing wages • 2 hr of Install Time. • Using a Crew of 1 Personnel. Payment Terms: Payment due upon completion of order. $210.00 $210.00 Estimate Total: $2,491 50 Subtotal: $2,491 50 Total: $2,491 50 Deposit Required: $1,245.75 Client Reply Request ID Estimate Accepted "As Is". Please proceed with Order. El Other: El Changes required, please contact me. SIGN: Date: / / Print Date: 7/2/2020 12:24:33PM CCB: #67127 WA: SIGNWI*032OR DBE/WBE: #1264 Jeff Clark From: Schmitz, Steve <sschmhz@DL0S0}UP.com> Sent: Thursday, July 162O2 9:18AN To: TamsYaemchuk;Jeff Clark; Bill Brown Subject: RE: Updated land acknowledgement Attachments: Tukwila Justice Center Dedication P|aquedocx See attached. Steven J.Schmitz, A&A Architect I Associate QLR Group o:20G-4#1-6OUO|d 51 University Street, Suite 600 Seattle, WA 98101 From: TamsYaremchuk<Taras.Yarenoohuk@)bnbui|dem.com» Sent: Monday, July 13^2OZU7:27AM To: Schmitz, Steve xs chmitz8pDLRGROUP.comx|]effC|ark"1effI|ark@bnbui|derszom»;BiU8roxvn <0U.Browm��bnbuik1em.com> Subject: RE: Updated land acknowledgement Steve, Is there aneditab|eversion ofthis text onthe plaque? NVVPwas asNng— Respectfully, roeyvammnhux|BwguUders 2601mxAvenue. SUite 350|Seattle, wwun121 From: Schmitz, Steve ROUPzom> Sent: Friday, July 1O,2OZO4:4OPM To: Jeff Clark ^J buUdem.com»;80Bnowm<8iU. Bruwn(@bnbulders.coo`>;TorasYaremchuk <Taras.Yaremchubkabnbui|deo'.rom> Subject: FW: Updated land acknowledgement Not sure ifSign wizards has completed oshop drawing for the plaque yet, but lwill beupdating certain language when we get to look at it. Steven J.Schmitz, AIA Architect I Associate nachmib(cDd|nqmup.cnm DLR Group 1 cx2OO4O1-6OUO | d: 1-6044 51 University Street, Suite 600 Seattle, WA 98101 From: Rachel Bianchi wRache,Bianchi aVVA.gov> To: Schmitz, Steve <sschmitz(@DLRGROUP.com>; laurenr(cDweinsteinau.com Cc: Emma NowinoN<ernman(cDhweinsteinau.com>|Julie DoDonato<idyoancorpnn|ectscom»;Ethan Bernau <erhanb@)smiseazom>>Justine Kim <iueLinekoDsoisea.com> Subject: Updated land acknowledgement With assistance from folks better versed in the subject than 1, below is the updated land acknowledgement language for the PSPplaques. "The City of Tukwila is located on the ancestral lands of the Coast Salish people. We acknowledge their continuing connections to land, waters and culture. We pay our respects to their elders past, present and emerging." 2 CITY OFTUNN|U\ JUSTICE CENTER SEPTEK8BER2D2O Allan Ekberg Mayor De'SeanDuinn Council President Verna Seal Counci|member Kathy Hougardy Cound|member KateKru||er [ounci|member Thomas McLeod Counci|member Zak|dan Councihnember Cynthia DeostrinnsJohnson [ounci|member ]oeDuffie Fnnner[ound|member Dennis Robertson FonnerCounci|member THE JUSTICE CENTER IS DEDICATED TO OUR TUKWILA COMMUNITY, WHOSE OVERWHELMING SUPPORT MADE ITS CONSTRUCTION POSSIBLE. "The City oƒTukwila is located on the ancestral lands of the Coast 3alishpeople. Weacknowledge their continuing connections toland, waters and culture. N/epay our respects totheir elders past, present and emerging." ADMINISTRATIVE STAFF David Cline, City Administrator Rachel Bianchi, Public Safety Plan Program Manager Bruce Linton, Police Chief Kimberly Walden, Municipal Court Judge DESIGN AND CONSTRUCTION SERVICES 6hie|sOb|etzJohnsen, Project Manager DLRGroup, Project Architect BNBui|ders,General Contractor/Construction Manager This slab ofwood isfrom aBig Leaf Maple tree that grew atthe Foster Golf Links site for approximately 150yeur. hiounknown ifthe Big Leaf Maple was planted orsprouted naturally, howeveras ayoung tree it started life on land that had been inhabited by the indigenous Coast Salish people for centuries. Joseph Foster, known later as the "father of Tukwila," homesteaded on the land where the Big Leaf Maple would eventually take root. The largest tree on the golf course, it was estimated to be the largest Big Leaf Maple inWashington State when itsuccumbed toold age |n2O1G. The Big Leaf Maple stood asanatural icon for the City ofTukwila for more than B0years, proving 1 cu ent 7 Architect's Supplemental Instructions 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: 029.1 Date: June 17, 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.) ASI29.1 Dedication Plaque Revision Provide bronze plaque with raised lettering, based on attached sample plaque language and layout. Provide layout shop drawing for review and confirmation. Plaque is to be attached by mechanical means onto an uneven wood finished surface. Plaque must be mounted with tamper resistant fasteners, with all voids at edges filled to prevent grasping. Dimensions are approximately 18x24, scale and layout to be reviewed. Drawing Attachments • Revised Plaque Layout ISSUED BY THE ARCHITECT: DLR Group, Inc (a Washington Corporation). ARCHITECT (Firm name) SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE June 17, 2020 DATE AIA Document G710' — 2017. Copyright© 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. The 'American Institute of Architects," "AIA," the AIA Logo, and "AIA Contract Documents" are registered trademarks and may not be used without permission. This document was produced by AIA software at 14:0738 ET on 06/17/2020 under Order No.8182007020 which expires on 04/01/2021, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documentso Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA46) -TION P i�' l"rvirtt cksc.e11 aa1t5 • CITY OF TUKWILA SEPTEMBER 2020 Allan Ekberg De'Sean Quinn Verna Seal Kathy Hougardy Kate Kruller Thomas McLeod Zak Idan Cynthia Delostrinos Johnson Loe Duffie Dennis Robertson Mayor Council President Council Member Council Member Council Member Council Member Council Member Council Member Former Council Member Former Council Member THE JUSTICE CENTER IS DEDICATED TO OUR TUKWILA COMMUNITY, WHOSE OVERWHELMING SUPPORT MADE ITS CONSTRUCTION POSSIBLE. The City of Tukwila recognizes that the Justice Center is built on the unceded land of the Coast Salish peoples, past and present. These indigenous inhabitants and their living descendants have made innumerable contributions to this community. We acknowledge and greatly appreciate the Coast Salish people's unending influences in Tukwila, the "land of the hazelnuts." ADMINISTRATIVE STAFF David Cline, City Administrator Rachel Bianchi, Deputy City Administrator, Public Safety Plan Program Manager Bruce Linton, Police Chief Kimberly Walden, Municipal Court Judge DESIGN AND CONSTRUCTION SERVICES Shiels Obletz Johnsen, Project Manager DLR Group, Project Architect BNBuilders, General Contractor/Construction Manager This slab of wood is from a Big Leaf Maple tree that grew at the Foster Golf Links site for approximately 150 years. It is unknown if the Big Leaf Maple was planted or sprouted naturally, however as a young tree it started life on land that had been inhabited by the indigenous Coast Salish people for centuries. Joseph Foster, known later as the "father of Tukwila," homesteaded on the land where the Big Leaf Maple would eventually take root. The largest tree on the golf course, it was estimated to be the largest Big Leaf Maple in Washington State when it succumbed to old age in 2016. The Big Leaf Maple stood as a natural icon for the City of Tukwila for more than 150 years, proving beautiful fall color and refreshing summertime shade. Date I 02.19.19 Project I Tukwila Justice Center Project # I 73-17158.-00 Page ASK-29.1 Computed by 1 SS 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 3/8" THICK STL BASEPLATE 3x3x1/4" HSS FRAME Checked by L 3'-6" Elevate the human experience through design 1/4" x 3" BENT PLATE ciD (1) 5/8" blind bolt (by Lindapter) or (1) 5/8" self -tapping bolt (by Elco) to each bent plate 1/4"x2"x2" plate washers 3x2x5/16 long leg vert, recessed into wood, welded to HSS Date I 02.19.19 Project I Tukwila Justice Center Project # I 73-17158-00 Pagel ASK-29.2 Computed by 1 SS Monument history plaque. Bronze meta plate with b&w image, historical descriptor of tree origins max. 500 words. Checked by I Elevate the human experience through design BNBuilders July 16, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 033 — Improve Municipal Parking Lot Boundaries Along Adjacent Church Parking Areas Dear Ethan, BNBuilders hereby submits our proposal (REV 1) for ASI 033 to improve the North parking lot boundaries along the adjacent church parking areas. CBSR has issued payment directly to BNB in the amount of $2,982 for a portion of this work. The total proposal of this subject work is Nine Thousand Four Hundred Twelve dollars $6,430.00. 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 5169 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) BNBuilders 2601 4'h Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 5: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 033 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: ASI 033 - Shared Use Path between North lot and the church COP #: 5169 DATE: 7/1612020 Note: CBSR has issued payment in the amount of $2,982 directly to BNB BP 32.12 Paving and Striping $8,964.22 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Direct Payment from CBSR Rounding Adjustment $8,964.22 $448.21 -$2,982.00 -$0.43 Total Change Request $6,430.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date COP Cost Breakdown fh E0O N O LO El a U to 118021.100 U) 0) m Z m C. Equipment I $/Unit Costs I$ - d} fi} ER 64 64 64 64 ff3 U3 U3 64 64 U3 6.3 64 64 64 E$ U3 P. 63 63 64 U3 U3 U3 63 Ci' B. Material $/Unit Costs Is - U3 tf} 63 63 63 U3 63 63 U3 64 63 E4: Ef3 Ef3 63 63 63 63 U3 63 63 63 04 U3 ff3 U} 63 th A.1. Labor Premium I $/hour Cost 1 E4 U3 O JD J $/hour Cost $ - U3 U3 U3 U3 64 63 64 64 U3 64 64 63 63 U3 64 U3 63 63 U3 U3 03 U3 63 EA U3 63 U3 Total Cost of Work A. Quantity Unit Prod. Hours Description t Architect's Supplemental Instructions TM 17 PROJECT: (name and address) 73-17158-00 City ofTukwila 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: 033 Date: April 22, 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.) April 22, 2020 Description: Improve Municipal Parking Lot boundaries along adjacent Church parking areas. Contractor shall improve existing driveway with new asphalt overlay at existing driveway of Church running parallel with Municipal Parking Lot north boundary. Asphalt shall provide positive drainage and appropriate flow line to existing storm drainage infrastructure so as to not impact adjacent improvements. Contractor shall also remove existing chain -link private fence, including foundations, carefully saw -cutting asphalt in a uniform alignment to protect adjacent asphalt areas. Contractor shall also construct an extruded concrete curb at edge of asphalt pavement where necessary to prevent automobile intrusion into planting beds and other infrastructure along boundary. DRAWINGS ITEM NO. 1 Memo — North Lot Improvements, Accepted. A. Approximate area of improvement shown, including location of sawcut pavements, removed fencing, and added extruded curbs. ASI — 32 ATTACHMENTS Drawing Attachments: Memo — TJC_AS1-33-Shared Use Path Church 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 G710'w' - 2017. Copyright ei 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AlliA Document is protected. by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAS 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 MA software at 13:58:28 ET on 04/22/2020 under Order No. 8182007020 which expires on 04/01/2021, and is not for resale. User Notes: (3B9ADA44) Date: From: To: Subject: Memo: 02.12.20 [UPDATE 04.22.20] Steve Schmitz - DLR Group Rachel Bianchi - City of Tukwila Shared Use Path - Accessway at Church By The Side of The Road Slope not to exceed 1:20 (5%) . • • • • • • • • • y • • • • • CD STALLS @ New asphalt grind and overlay. • . • • • . • • . • • . • • . . • t . • • • • • • • • • • ... • * • • • • • • ° • C.D cJ • • . • . • . . . . . . • . • • . . • • • • . • • . • . 1 • • . . • •.••.•.. 4 Ian Vie orthwest arkin \ ,•••'`,7s• , • • . . • ,. • • • . •.... .... ........ . . . . . Lot hared se ath 02.12.20 [UPDATE 04.22.20] Steve Schmitz - DI. Group Rachel Bianchi - City of Tukwila Shared Use Path - Accesswa a Church B The Side of The Road New asphalt grind and overlay. 6" VERTICAL CURB (TY P), STA STA 2( STA 1 CURB AND ('AT C711 C CD & / ALIVONf1O8 Altl3dQHd dO dfl-NV310 epminl to' IQ - iyauei8 Ia 1 dnoJe tlia - zl!wyoS anaIS OZ'Z'40 0 ♦ -'/ om iai�irsnarca�a\aenVn�a ir�m � mi dmy w+rz r - uoz Lakeside Industries, Inc PO Box7016 BNB -Tukwila Justice Center -ROM Issaquah, WA 98027 Project Name: Tukwila Justice Center Project No: Date: 1219021 Item No.: Change Order 3/27/2020 Description of Work: Additional Patching Near Church Work by Subcontractor?: Prime Contractor: Sub -Contractor: (mark "x" if yes) LABOR LABOR DESCRIPTION STRAIGHT TIME OVERTIME EXTENDED AMOUNT HOURS WWR HOURS WWR Operator Foreman 6 $ 79.44 $ 476.64 Operator 4 $ 75.45 $ 301.80 Operator 4 $ 75.45 $ 301.80 Operator 4 $ 75.45 $ 301.80 Laborer - Asphalt Raker 4 $ 59.78 $ 239.12 Laborer - Asphalt Raker 4 $ 59.78 $ 239.12 Teamster 4 $ 68.55 $ 274.20 Teamster 4 $ 68.55 $ 274.20 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 15% LABOR TOTAL $ 2,408.68 $ 361.30 $ 2,769.98 EQUIPMENT EQUIPMENT DESCRIPTION HOURS WORKING HOURS STANDBY ADJUSTED RATE STANDBY RATE EXTENDED AMOUNT 2003 Asphalt Distributor (doesn't incl truck) 2 $ 27.95 $ 55.90 2003 Peterbuilt Distributor (Truck only) 2 $ 60.59 $ 121.18 Roller: Hamm HD 12 4 $ 32.58 $ 130.32 1 1/2 Ton Foreman's Tool Truck 2 $ 28.45 $ 56.90 1 1/2 Ton Crew Tool Truck 2 $ 80.23 $ 160.46 Peterbuilt 10-12CY Solo Dump Truck 4 $ 80.23 $ 320.92 Peterbuilt 10-12CY Solo Dump Truck 4 $ 80.23 $ 320.92 On -Hwy 2 Axle Tilt Trailer 2 $ 12.75 $ 25.50 On Hwy 2 Axle TiIt Trailer 2 $ 12.75 $ 25.50 2015 Cat 246D Skidsteer 3 $ 48.73 $ 146.19 SUBTOTAL - EQUIPMENT EQUIPMENT OVERHEAD & PROFIT @ 15% EQUIPMENT TOTAL $ 1,363.79 $ 204.57 $ 1,568.36 MATERIALS MATERIAL DESCRIPTION QUANTITY UNIT PRICE EXTENDED AMOUNT Asphalt - HMA CL. 1/2 IN. PG 64-22 (Kent) 30 TON $ 77.00 $ 2,310.00 CSS1 15 Gall $ 7.50 $ 112.50 Concrete Extruded Curb 100 LF $ 16.00 $ 1,600.00 SUBTOTAL - MATERIALS MATERIALS OVERHEAD & PROFIT © 15% MATERIALS TOTAL $ 4,022.50 $ 603.38 $ 4,625.88 Verification: TOTAL: 12% MARKUP (for prime when subcontract work) SHEET TOTAL: Prime Markup on Subcontractor: 12%: < $25,000 1000: $25,000 to $100,000 Phi: > $100,000 ■ If checked, this work is in dispute. By signing this form, agreeing to the time and effort needed to accomplish the Entitlement to be determined at a later date. $ 8,964.22 $ - Contractor's Representative Date $ parties are task. Owners Representative Date Pay Estimate Entered: Date: By: Page 1 of 1 Jeff Clark ��A4ND From Chris Smith *chris@dbsrorg> Sent: Wednesday, June 34,2O2OS:24AK4 To: Ethan 8emau>Jeff Clark Cc: Rachel Bianchi; Brandon Miles Subject: RE: Tukwila Justice Center &[8SRImprovements Hi Ethan, Thanks for detail explanation and coordinating this work event, what you have laid out below is fine. Who do we make the $2,982 check out to BNB? Chris From: EthanBermao [maUto zom] Sent: Tuesday, June 23,20JU4:O4RM To: Chris Smith; Jeff Clark (BN8) Cc: Rachel Bianchi; Brandon Miles Subject: RE: Tukwila Justice Center &[8SRImprovements Chris, I'm the project manager for the Justice Center project. I'm following uponRacheysemail below. Jeff just informed me that BNBuilders' subcontractor completed the new asphalt overlay today at the boundary between Churchand[ity property. | hope you like how 1tlooks. Toget the cost sharing arrangement squared away, I'm attaching the final costs. The total cost is $9,412 plus sales tax. The City will absorb the general contractor's markup and sales tax. So the direct construction cost is $8,964. 8,964/2=4/482 If we want to use the construction parking charges to reduce the amount due, Jeff says the open balance is $1,500. 4'482-1'500~2'382 The simplest approach would be for CBSR to write a check directly to BNBuilders for $2,982. Let meknow ifthat works for you. Thanks! Ethan ethanbCEDsojseacorn Project Manager, LEED AP, Assoc. DBIA lVlYederWay |Suite 6O6|Seattle, WAg8l04 T206.83O.3705|C2OhJ15.5558|sojsea.corn Shiels IObletzI Johnsen Project Focused. Community Driven. From: Chris Smith <chrs(@cbscorg> To: Rachel Bianchi <Rache^8ianchiptukwHawa.gox> Cc: Brandon Miles <Brandon.MiIesPtukwilawa.gov>; Ethan Bernau <ethanb(cDsoisea.com> Subject: RE: Tukwila Justice Center & CBSR Improvements Hi Rachel, Yes vveare aQo'' Chris From: Rachel Bianchi [maUto:Rache Sent: Wednesday,April 29,Z02U9:4OAR To: Chris Smith Cc: Brandon Miles; Ethan Bernau Subject: Re: Tukwila Justice Center &C8SRImprovements Chris, |wanted to check inafter our meeting last week. | know you were going to take the information back others in the church leadership. Can you please let me know if we are a go with this and whether CBSR is willing to cover half of the cost associated with this work? Thank you. Rachel Bianchi From: Chris Smith <chris— Date: Friday, April 17,2020atQ:12AK4 To: Rachel Bianchi <Rachei8ianch(cDTukmi|aWA.gov» Cc: Brandon Miles <Drandon-KAOes(cDTukw||aVVA.goY>,Ethan Bernau<ethanbVDeoisea`cono> Subject: RE: Tukwila Justice Center QC85RImprovements Hi Rachel, Yes voeare interested inproceeding. You can come over anytime next week just let meknow aday and time. Chris From: Rachel Bianchi [ma Gent: VVednesday, April 15,202011:56AM To: Chris Smith Cc: Brandon Miles; Ethan 8ennao Subject: Tukwila Justice Center &CB5RImprovements Chris, you may remember that I am the program manager for the City's Public Safety Plan projects,which includes the Justice Center. Previously you had asked about making some improvements to the asphalt area between the Justice Center's north lot and your building. | have attached adrawing and some preliminary pricing todothe improvements. This isanestimate and won't befinal until the work is complete. There will also be small mark up from our contractor, which is a part of our contract with them. We had previously discussed splitting the cost of this, and I am fine with that. Are you interested in proceeding? 2 If you would like to meet on site to discuss we could find a time to do just that —let me know your preference. Thank you, | hope you are well. Rachel Bianchi 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. BNBuilders July 23, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 472 — Wooden Sign Location Changes Dear Ethan, BNBuilders hereby submits our proposal (REV 1) for RFI 472 — Wooden Sign Location Changes. The total proposal of this subject work is Five Thousand Five Hundred Eighty -One dollars $5,581.00. 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 5172 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustinek(soseaj.com) Geri Urbas (geri.urbas@bnbuilders.com) Steve Schmitz (sschrnitz,dIrgroup.com) ENBuilders 2601 45' Avenue, Suite 350 Seattle, WA 98121 I: 206.382.3443 I': 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 472 GENERAL CONTRACTOR. BNBuilders, Inc. COP #: 5172 DATE: 7123/2020 DESCRIPTION OF CHANGE: RFI 472 changed the location of one sign to another wall. Wall will need to be reopened, backing installed, wall closed back up and repainted. Cost also includes to change signage hardware to allow for signage growth and movement BP 06.40 BNB (Architectural Casework) BP 09.20 Northwest Partition BP 09.90 Northwest Complete Contracting $4,403.40 $709.00 $202.40 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $5,314.80 $265.74 $0.46 Total Change Request $5,581.00 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: Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0054 External/RCO# GC Ref# Date May 18, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 RFI #472 - new backing into existing wall for signage new location Labor Frame Interior Hang Interior GWB Finish Tape Material 5/8" TYPE "X" DRYWALLI X58 LITE ALL PURPOSE COMPOUND Total Miscellaneous Charges Size 4'X12' BOX Quantity UOM Unit Total 1.00 Hrs 1.00 3.00 Hrs 3.00 4.00 Hrs 4.00 Quantity UOM 1.00 SHT 1.00 EA Rate 72.31 73.76 70.77 Total $72.31 $221.28 $283.08 Total Labor Unit Price 414 SQFT 11 82 EA $576.67 Total $19.87 $11.82 Total Material $31.69 Total B&O Tax .48% GL Insurance 1% $2.92 $6.11 Total Miscellaneous Charges $9.03 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: May 18, 2020 2:22 PM T 425-375-2500 Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $576.67 $31.69 $0.00 $0.00 $9.03 $617.75 $91.25 15 00% $0.00 8 00% Total: $709.00 F 425-375-2540 http://www.nwpart.com Tukwila Justice Center SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 21 Contractor Name: Northwest Complete Contracting DATE: 5/19/2020 DESCRIPTION OF CHANGE: RFI #472 Repaint wall at relocated signage 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 $137.00 $39.00 $0.00 $176.00 $26.40 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $202.40 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request $202.40 To the best of my knowledge and belief, I certify that all costs listed above are correct. Brian Biermanski 5/19/2020 Contractor Signature Date 15% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor Northwest Complete Contracting Work Description RFI #472 Repaint wall at relocated signage CCD/RFI: 472 CP #: 21 Date: 6/11/20 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs $ $ - $ -. Labor 2 68.50 $ 137 $ - $ - $ - $ $ - 1.5"Tape Each $ 6.97 $ $ - 9" Paper Each $ - 3.28 $ - $ -. Sandpaper 180 grid Pack $ - 4.47 $ - $ - Sandpaper 120,150 grid Pack $ - 4.97 $ - $ - Dust Mask Pack $. - 5.59 $ - $ - Sand Sponge Each $ - 4.87 $ - $ - Primer 1 Gallon $ - 15.00 $ 15 $ - Paint 1 Gallon $ - 24,00 $ 24 $.- Vinegar Gallon $ - 14.00 $ - $ - Spackle Qtr $ - 8.26 $ - $ - Solvent Tape 1.5" Each $ - 8.97 $. - $ - 6" Roller Cover Each $ - 9.88 $ - $ - 2" Brush Each $ - 1.34 $ - $ - Epoxy Gallon $ - 33.98 $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - Total Cost of Work A. $ 137 $ - $ - B. $ 39 C. $ - Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BNBuilders CCD/ASI #: COP #: DATE: RFI 472 5172 6/11/2020 DESCRIPTION OF CHANGE: Cost to change signage hardware to allow for signage growth and movement. 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 $o.00 $0.00 $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) $4,077.22 $326.18 Total Subcontractor Change Request $4,403.40 To the best ofmy knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Dale 15% 8% INTERIOR WOODWORKING SPECIALISTS To: BNBUILDERS, INC 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 Office: (206) 382-3443 Change Order Number: 53 Rev: Date 06/03/2020 Project: 19019 TUKWILA JUSTICE CENTER 15001 Tukwila International Blvd. Tukwila, WA 98188 PM: Jami Halse The contractor agrees to perform and the owner agrees to pay for the following changes to this contract Notes: Per submittal drawings IWS engineering has recommended and detailed 1/" steel mounting support J-Channel's - 25 small brackets assemblies - 5 Lower large brackets - Fasteners for blind holes included - Steel mill finish - Ground welds with orbital finish at weld locations Source: IWSshop drawings C-38 A Craft Labor Costs B Material Costs C Equipment Costs $250.00 $0.00 $0.00 D E Small Tools (0% of (A + 15°7)) F Safety (o% of A) G Overhead & Profit (15% of D) H Sub -Subcontractors I Overhead & Profit on Sub -Subcontractors (8% of H) Subtotal (A + e + C) $250.00 $0.00 $0.00 $37.50 $3,509.00 $280.72 J K Insurance (oer of J) L Bond (0% of J) Subtotal (D+E+F+G +H+1)' $4,077.22 $0.00 $0.00 Grand Total (J + K + L) Negative changes will lower the overall contract price requiring no additional payment by owner. $4,077.22 $4,077.22 The original Contract Sum was Net change by previous Change Orders 6/5/2020 7:09:21 AM $741,640.63 $141,193.78 Page 1 of 3 INTERIOR WOODWORKING SPECIALISTS Change Order Number: 53 Rev: Date: 06/03/2020 The Contract Sum prior to this Change Order $882,834.41 The Contract Sum will be changed by this Change Order $4,077.22 The new Contract Sum including this Change Order will be $886,911.63 The impact to schedule will be changed by 6/5/2020 7:09:21 AM Page 2 of 3 INTERIOR WOODWORKING SPECIALISTS Direct Labor Change Order Number: 53 Rev: Date: 06/03/2020 Hours Rate Extended With/P&OH PROJECT COORDINATOR 1.00 $125.000 $125.00 $143.75 AS BUILTS Materials Sub -Subcontractors 1.00 $125.000 Unit Qty Unit Amount $125.00 Extended Amount $143.75 With/P&OH With/P&OH METAL MASTERS Signed: Signed: Title: Title: Date: Date: $3,509.00 $3,789.72 6/5/2020 7:09:21 AM Page 3 of 3 From: Ryan Stave <ryans@met |mastersnwzom> Sent: Tuesday, June 2,2OZO1215PK4 To: Sage Basher Subject: Re: 19019-Tukwila C38 Brackets The brackets will run $3509. 25 small brackets assemblies SLower large brackets Fasteners for blind holes included Steel mill finish Quoted ground welds with orbital finish atweld locations ' Built toyour dimensions FOB Metal Masters NVV Lead time- 3weeks Let me know if you have any questions. Thanks, Ryan Stave � www.metalmastersnw.com 20926 63ndAve W Mon 'Thurs 6am4:30pmm OnTue,Jun 2,2UJOat9:13AMRyan Stave <nmnsCZDmeta |masteonw,com>wrote: Sage, Thanks, Ryan Stave 42S-775~4481ex206 www.meta|mastemnw.com 20926 63mdAve W Mon '7hurs 6amm-4:30pm OnTue Jun 2, 2020 at 8:37 AM Sage Basher <SBasher@interiorwoodworking.com> wrote: Craig, Have you had achance tolook atthese AsBui|ts7 Feel free toreach out tnmewith any further questions. Thank You, Sage Basher Project Coordinator Interior Woodworking Specialists From: Sage Basher Sent: Friday, May 29,ZOZ0l0/I5AK4 To:craigi(ameta1masteonw.com Cc: Ryan Stave «r ans@Dmeta|mastersnvv.com> Subject: 13019-Tukwi|aC38 Brackets Happy Friday Craig! /have attached some As-builts for BOTukwila Justice Center. Weare needing 25 "J" brackets and a few J-Mold brackets as well. Since the J-Mold bracketaregoing tosupport alive 'edge Slab, mawill not have the confirmed dimension until this venue goes into production. We will be cutting down the Slab, but there is variance based on how much the slab is cut down, and the potential bow it may have. We are expecting the inside clearancetobeanywher from 3"-5". Would you be able to quote us for the 5", and once we produce the slab we will have the confirmed dimension inorder tpput these brackets into production? Feel free to reach out to me with any further questions. Thank You, � Sage Basher � Project Coordinator 3 Interior Woodworking Specialists 425-896-7227 wwwinteriorWoodworkinqcom 4 I -DL,RGou�� w oLxo/nuv sossssTu)m: FROM NAME Michelle ]avan `j City nfTukwila Justice Center DATE SENT: 5/8/2020 73-17158-00 TIC RFI #472_VVooden Sign mF1m: 472 Updated Changes RFI TRANSMITTAL ID: 02327 Answered VIA: Info Exchange Submittal 01-064023-1 included a plan view drawing of updated sign locations. In two ofthe locations itwas noted to'en*uresign accounts for counter' |VV3wiU accommodate the counters by cutting into the signs at the elevations where the counters are. Please confirm this is acceptable along with the other notes about deletion/moving of signs. Response (Answered) from: Steven Schmitz (mLmGroup) Acceptable SteveSchmitz-OLR GmupO5.08.20 | COMPANY EMAIL DLR Group To m«Ms 'COMpxmY Bill Brown BNBui|dmry S�e|sOb�z EthanGernau Johnsen ' -- Jeff Clark BNBuilders nnjavan@dlrgroup.conn smAo' 1arasyaron?chuk@bnbu1 �Iders.com biU]brown@bmbui|ders.c onn geM.urbas@bnbuilders.c om Jeff. ]ark@bnbuilders. c nm pnome 206-4G1- p�nms - -206-382-3443 206-382-3443 ' 206-838-3705 206-382.3443 ! 206-382-3443 Page l of mAws compxwv / En*J MhcheUeJaYan DLRGroUp |mjavan@d|rgroup.cnrn Steven Schmitz DLR Group |sschnlitz@dhgroup.corn DESCRIPTION opCONTENTS 0Ty umEo TITLE muwoER ! TICRB Sign Location Changes.pdf 'r �ra rnRt �� 1 5/8/2O20 02327 PHONE | �2-46'- / 6O5Sx736O65 2n6-461- / SCALE SIZE Page 2 of Request for Information RFI No: 472 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: May 06, 2020 Submitted To: Steve Schmitz Submitted By: 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: Wooden Sign Location Changes Discipline: Architectural Subcontractor: Question Subcontractor RFI Na Date Required: 5/13/ 2020 Submittal 01-064023-1 included a plan view drawing of updated sign locations In two of the locations it was noted to'ensure sign accounts for counter'. IWS will accomodate the counters by cutting into the signs at the elevations where the counters are Please confirm this is acceptable along with the other notes about deletiopimoving of signs. Answer Acceptable. Steve Schmitz - DLR Group Answered by: Date Answered: 05/08/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 0me V 7 m_a . . TUKWILA JUSTICE CENTER 15071 ru9v1La INTERNATIONAL 516 TUKWILA. WA 98188 QCP# 19.1716 RECORDS LOBBY A100 STAFF HALLWAY A201 COURTS LOBBY C100 I SUBMITTAL PM:IWS BY: HD APPROVED:. _ s - APPROVED: AS BUILT APPROVED;.. SHEET #: C38.0 INOO'OOM +d_ . _m»* _,ww_ .. _gym __MSI. � / TS /§. ._ „ Elwn� ¥OBS , >EOMa oa ` /e631NI : / CO 7 ±3 22 C-38.0 - WOOD SIGNS / § Ol to /\ - • ) 45 0. • 0 o\ tA nl • 0- c• s //8 o • /) J / 0 I WOOD OWNER SUPPLIED SLABS § za v / f 0 CO a. FINAL SIGN DIMENSIONS TBD BASED ON AVAILABLE MATERIAL BNBuilders July 16, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 471 — Gas & Water Consumption Metering Dear Ethan, BNBuilders hereby submits our proposal (REV 1) for the added gas & water consumption meters. Per agreement with SOJ, the cost of the scope of this work is being split with MACC Contingency. Reference CP 5179.1 for the contingency proposal. The total proposal of this subject work is Seven Thousand Three Hundred Sixty -Three dollars $7,363.00. This proposal does not include potential additional costs relating to NSS activities. BNB reserves the right to pursue additional costs at a later time for NSS related activities as it pertains to this change. There is a <number> day impact to the Project Schedule. BNB has not proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptance of this proposal and reference CP 5179 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (gen.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dlrgroup.com) BNBuilclers 2601 Avenue, Suite 350 Seattle, WA 98121 T: 206382,3443 F: 206;382.344-0 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 471 • Gas & Water Consumption Metering COP #: 5179 DATE: 7/16/2020 Note: Per agreement with SOJ, this cost is to be split 50150 with MACC Contingency BP 22.00 Johanesen $7,012.76 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $7,012.76 $350.64 -$0.39 Total Change Request 57,363.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5.00% Johansen Mechanical, Inc. P*ows4zn-4o1-2ees FAX 425-486-6933 CHANGE ORDER DETAIL JQBNAME Tukwila JuoUceCenter DATE: ' BILLING CONTRACTOR BNBuilders, Inc. JK8!C[}R#: J0HA0SEWJOB # P11800 DESCRIPTION: 1Provide Onicon F-4600 inline ultrasonic flow Water Meter & Onicon F-5500 thermal mass flow Gas Weter - Located in Mechanical Room Al 19 EXCLUSIONS: B attached REFERENCE: SCHEDULE|MPACT: / |. LABOR: A. ����(�ELDFORE�A ) R8@ $1O1/� = * 2U2J� B. LABOR (FIELD JRNYMAN) 0.001HRS(cD $ 95.06 =$ - C. LABOR (SHOP JRNYMAN) R/5@ * 95.06 =$ D. LABOR (DELIVERY) R8@ $ 79.69 =* - E. LABOR (SERVICE) 0.001HRS@ $1O4.Q2 = $ F. DETAILING R8@ $ 87.78 = $ G. GHOPFOREMAN/COORD O.00HRG@ $1O1.46 = $ H. PROJECT STAFF 0.00HRG@ $ 103.73 = $ LABOR TOTAL G 202.32 |LMATERIAL AND EQUIPMENT A. MATERIALS B. EQUIPMENT C. FREIGHT D. RENTALS EyEHICLES (1ommLABOR �") MATERIAL EQUIPMENT TOTAL ^= III.SUBCONTRACTORS A. ALL SUBS C&CSolutions / Redline |$ 12,651.49] SUB SUBTOTAL $ 12/651.43 IV. OTHER DIRECT COSTS A. SAFETY @ n% OFLABOR f$ C. PERMITS OTHER DIRECT COSTS TOTAL i$ � *l. OVERHEAD &FEES A. OVERHEAD $ 30.44 B. PROFIT / $ C. SUBCONTRACTOR MARKUP $ 1.012.12 D. B&OTAX@ | 1Y61 $ 128.54 TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL VALID FOR 3qDAYS x K $ 14.025.51 This change proposal only includes costs that can beidentified atthis time This change proposal does not include any amount for changes inthe sequence cf 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 C A L Change Order Proposal 006 May Z7,2O2O Attn: Ivy LeVan0ie Johansen Mechanical Project: Tukwila Justice Center RE: Costs Associated with RF #471For Installing Flow Meter Redline Mechanical will incur additional costs in labor and material per the response included in RFI 471 for the added domestic water & natural gas flow meters provided by others. COP OO6Cost: $2,991 BID RECAP SHEET ECHAN IC AL Company: Redline Mechanical JobName: CAUsers1JBenedict1SyncedFolder1AdminIRedline EmployeelJon BenedichFastEST-Local.sitelJobsIJonkTJC COP.jc Bid Date November 20, 2019 Bid: Base Bid 5/27/2020 PLUMBING/PIPING SUMMARY FASTPI mmary Pipe Equipment Total Pipe Fixtures Total Pipe Specialties Total Pipe Other Total Equipment Fixtures General Conditions Drains Hydronic Equipment Med Gas & Lab Equipment Specialties Other Direct Project Labor Overtime Plbg/Piping Labor Materials Hours Rate Labor $ Total $545 22.1 $92.95 $2,056 $2,601 $0 w/Summary $0 $0 $0 w/Summary $0 $0 $0 w/Summary $0 $0 $0 w/Summary $0 $0 $0 0.0 $92.95 $0 $0 $0 0.0 $92.95 $0 $0 $0 $0 $0 0.0 $92.95 $0 $0 $0 0.0 $92.95 $0 $0 $0 0.0 $92.95 $0 $0 $0 0.0 $92.95 $0 $0 $0 $0 0.0 0.0 #DIV/0! $0.00 $0 $0 $0 $0 Sub Total $545 _ 22.1 $2,056 $2,601 MATERIALS SUMMARY Plumbing/Piping Materials/Equipment Rental Equipment Warranty Material Escalation Freight Sub Total Sales Tax MATERIALS TOTAL 0.0 Cost OH&P $ Total $545 $82 $626 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $545 $82 $626 $0 $0 $0 $545 $82 _ $626 OH&P % 15% 15% 15%, 15%, 15% 10.0 15% LABOR SUMMARY Plumbing/Piping Labor Sub Total Sales Tax LABOR TOTAL Hours Rate Cost OH&P $ Total I 22.11 $92.95 $2,056 $308 $2,364 $2,364. $2,056 $308 0.0 % $0 $0 $0 $2,056 $308 $2,364 OH&P % 15% 15% 0% 15% SUBCONTRACTS SUMMARY Including Sales Tax Sales Tax SUBCONTRACTS TOTAL SUB TOTAL less Sales Tax Warranty 0.0 Cost 0.0 $0 $0 $0 OH&P $ $0 $0 $0 Total $0 $0 $0 Cost OH&P $ I $2,601 1 $390 Total QUOTED PRICE $2,991 $0.00 $2,991 15% 150/0 #DIV/0! 15% -a CL 0 5 C) (3 CO (0 - ) '. 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(,43 ° 2 2 2 0 6--- i T. c (40 o c — '— 04 no 'L. 0 0 __I 0 _1 a, M eT3 m u.. ,-, •-. a) co 40 •- u) o -.... 4t * -6 a) a) ' co '''r -5 n 1-..) r•-• 2 40)) 1? l'..? .65 15 a EC 8 6 6 co -Fa ct, E -0 -C in in- in 413 413 413 413 03 4/3 1/3 4/3 04 03 03 03 i9 x CV N N CV N r- T- r- Cq r- CV T- r- r- NI- CV N CV CV r- CV CV CV 00 ‘t CV 'rt CV CI r- r- 7 4, t,__ . . o. ca. ca. a. 0. cc, .(.o .u) co u) Ea 00000 From: William Cau1cc<hU| iu1kxz .biz> Date: 5/27/202]7PM :00) To: Josh Blackburn <ioshbohansenmecb.onin>,Ivy LeVangie lIanoenrnccb.com> Cc: Gi iCuotcr ' caodcxobdiono.biz> Subject: RFI #471 - Gas and Water Metering Here our pricing for this RF|: C&CSolutions Direct Cost Description Hours/Qty Rate Cos (Engineering Labor) Update DDC[ontno| Drawings Sequence of Operations, flow diagram, wiring detail, and floor plan Z $105'00 $2I0.00 Project management and estimating 0.75 $105.00 $7875 (Pvo0ramminn)Add (1)additional graphic page and points 1.5 $135.00 $202.50 (Technician)Setup, Configuration, and Checkout 2.5 $55_00 $137.50 OnkonFlow meters per Quote from|nComtnd $7,088.00 Total Controls Labor and Materials $7,666.75 Allowable Markup 15Y6 $1,I50DI [&[ Solutions Sub -Total $8^816.76 C&C Solutions Sub -contractor Cost Description [tV Hours Rate Cos Electrical Labor l 7 $95.00 $665D0 Baooetcommunication wire I $12.00 $12.00 Low Voltage Wire 1 $22.00 $22.00 ]'boxes 2 $3-40 $6.80 Conduit 3 $3.70 $11.I0 fittings, conduit supports, unistrut l $33,40 $33.40 Total Electrical Labor and Materials $75030 Allowable Markup 8% $60.02 C&CSolutions Sub -Total $843.72 C&Solutions Total RR#471 Standard lead time is two weeks out the door, quote from InControl attached per BNB request. Thanks, Bill Bill Canter (360) 8G-6JOO bN(cDcandcsp|utions.biz C&C Suludnou,I^LC � m 0 124 Williams Ave S, Renton, WA 98057 ������~���U ��xn��t�`^ ������������ ~�n�,v�°�n� ����~._.. ���_ .�� ~ Phone (2NO)O28'OO44or(509)473'O575 ^ Fax (2O6)02V-0045 May 19.2020 Project: Center Utility Metering Quoted To: Bill Canter, C&CSolutions, LLC Phone: (360)286'8200 Email: Bill@CAndCSolutions.Biz Tag [huaxipbon Price Water FM F'4800-250-110-10. 2.5^ F'4000 Flanged |n|ine Ultrasonic Meter ^|P05enclosure/display/interface ^BACnot/N8/TPorK4odbu RTU selectable) ^ 1 Aux Pulse Input, 1 Aux Pulse Output &IAnalog output ^Input Power: 24VACyVDC ^Application: Domestic Cold Water (DCVV).2.5"Copper pipe $2.273 Gas FM F-5S13-3115-3OO8.Threaded ]n|ineStyle Thermal Mass Flow Meter ^ Integral enclosure w/LCD ^ Loop powered 4'2OmA&BACnetKdS/TPorK8odbuaqTU(field aeloctab|o). ^|n~|inosty|ew/oond0oner ^ Input Power: (1)^24VDC.25OmAmax ~AppUootion: Natural Gas (NQ) Cther, 1.25" Sloo| pipe $4.765 Total ON|CONrequires acompleted order form boprocess your purchase order. Purchase orders should beissued tn|nCon$oi Please reference this quote (ZO054OQ)Vnyour Prices are valid for G0days and exclude shipping charges/applicable sales tax. Lead time istypically two weeks, add six days for ground shipping from Florida. Installation hardware can ship in advance upon request. Lead time begins upon acknowledgment of approved PO and all calibration data. Payment terms: net 30 days with approved credit or add 3% for AMEX/VISA/MasterCard. Quote prepared byMichael Gust. Please call ifyou have any questions. Thank You for Your Business! City ofTukwila Justice Center Utility Metering Page 1of1 ����N� �_��Group DLR Group ~ PROJECT: City ofTukwila Justice Center DATE SENT: 5/19/2020 73-17158-00 sueuEcr: T]C RFl #471_Gas O'Water nr/m 471 Consumption Metering TYPE: RFI TRANSMITTAL ID: 02362 Amsvvsm Answered * � VIA: Info Exchange Please reference Detail 32&34nnSheet M4Z. Itwas discussed during the commissioning meeting that the Gas Consumption Meter and Water Consumption Meter are to be provided by the contractor. These products are only shown in the controls diagram endno1shoxvnanywhereontheplan nrspecifications. |fthese are to be provided, please provide product information and location for both meters. Response (Answered) from: Dan uuzxus(mmmGroup) Contractor shall provide and install the following meters; WaterMeter- Locate inMechanical RuomA119 OniconF-4600inUneultrasonic flow meter with backlit display and user interface, pulse output, BACnetMS/TPprotocol. Gas Meter - Locate inMechanical Room A110 Onicnn F-5500thenma| mass flow meter with display and user interface, pulse output, BACnet MS/TP protocol. Dan Luzius,DLRGroup 05/19/2020 FROM mm~e � COMPANY Michelle Javan lDLR Group TO NAME Bill Brown BNBuilders smxrL p*mve 2OS-4G1- cnmL bU.brown@bnbui|dersz nm 206-382-3443 Page 1 of 2 wxms Ethan Bernau COMPANY ShieleObletz Johnsen Jeff Clark BNBu|dero MUcheUe]aYan DLRGroUp Steven Schmitz DLRGrnup - TarasYarennd1uk BN8V|dcrs DESCRIPTION OF CONTENTS QTY | DATED R.1171 Tran,,srnittaU oArs 5/19/2020 ID: 02362 emmL � � ethanb@sojsea.com geh.urbas-bhbU1hderg.c | onn �]ef.C|ark@bnbui|ders.c om � ngavan@d|rgroup.curn sschnitz@dhgroup.cmnn taras.yararnohuk@bnbui � TITLE TJC RFI #471_Gas& 5/6/2020 Water Consumption p*omE ' 206-838-3705 206-382-3443 206-382-3443 2O6^461- 6U6�x736O65 _ ' 2O6-461- � 6044x73-6O44 206-382-3443 i ! mumeen / sc��s � � Page 2 of 2 Request for Information RFINo:471 B00wi|ders Tukwila Justice Ctr Construct. zsnoSTukwila Inter. Blvd. Tukwila, WA 98188 00B Pnojemt#110021L100 Date,, May[6, 2020 Submitted To: Steve Schmitz Sidvn��d By., Bill Brown 0LRGroup, Inc. 51 University Street 3uiteGOO Seattle, WA 98101 Te|:2O6.461.6O0O Fax:2Oh.161.6U49 Subject- Gas 8WaterConsumption Metering Discipline., Mechanical Document Reference! M4.2 Subcontractor 8N��ers, Inc, 26O14thAvenue, Suite 35U Seattle, WA 98121 Te|:(Z06)]82-3443 Spec Section., Subcontractor RF1 Ncr Question Date Required: 5/13/2020 Please reference Detail 32 & 34 on Sheet M4.2. It was discussed during the commissioning meeting that the Gas Consumption Meter and Water Consumption Meter are to be provided by the contractorThese products are only shown in the controls diagrarr and not shown anywhere on the plan or specifications If these are to be provide4 please provide product information and locatio for both meters. Answer Contractor shall provide and install the following meters; Water Meter - Locate in Mechanical Room A119 Onkzon F-4600in|ine ultrasonic flow meter with backlit display and user interface, pulse output, 8ACnwt MS/TP protocol. GasMeter- Locate in Mechanical Room A119 Qnicon F-5500 dlenna| mass flow meter with display and user interface, pulse output, BACnet MS/TP Dan Luzus, DLR Group OS/19/2U2O Answered by: Date Answered: Copies To: cmnmmnyuContact Fax Notes Page of "`11a.J 1® `3 ..� 1+11NJ1(ll JO Ally 2131N33 3OIiSfif HIIM>I(ll o s . 'v °�' a • gg zoo 4 AZ 2 g° Ll a`a 9'S"ns 3 v Sqssa 4 8 w� gI 6 15 y6y $3 g SgV 4gW �aa Yy , 3 W g 9 y s S E ry # t533 W d sz o yy o { kp gip' O J 6i 6. � e i] 8 Fe€ CO LLI pYp ,y i1 p asp yy ; a g $fig yy s } 2g@ ass N w : .gyg _ 5 3p m 1 � Y cgs Y �K s$ 5� li gY gg PJhJ ygyyag Z 8•. LL y l - § 3 3gs q38 g2S6i sz iFH&�iapg �p� G 7i3 �" § §e4 YipY}� 2 .r 4�§ 6'�3stig" gg W #3 •. O '34 2 0Lu ' P. ak 3 MIT E pg Z a art - € FY Z' J �.� Y i g5 a Y 9 U- @ .$ _ ul N gG j. 21 gE } $�d I li Z 5 3 0 g d "� pp o. ��✓�,, age � w R a. Y& Qp is4 F z F\\\x W $ & w /¢nag U3 sI ed 3 o \/ ag ' 4YX a 5 pgpgpgp €° @Y �` Z a. kp 2�v k ' S S 2 ?.I g � S F- t. E yy jj2Y U wLLI 6 rye P}3$ ; Pr¢ Pp } N w., ..ocean xi wac�i«iw�ri BNBuilders July 24, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Additional Grinding of Polished Concrete Dear Ethan, BNBuilders hereby submits our proposal for additional grinding of the polished concrete and re -polishing areas already completed as requested by the City of Tukwila to expose additional white aggregate above and beyond the specified number of passes with a grinder. The total proposal of this subject work is Thirty Seven Thousand Five Hundred Thirty Seven dollars $37,537.00. 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 5181 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (qeri.urbas@bnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) BNBuilclers 2601 4th Avenue, Suite 350 Seattle, WA 98'121 T: 206.382,3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Additional Grinding of polished concrete per Owner request CCD/ASI #: COP #: 5 DATE: 712412020 1BP 03.00 BNB Foundations/Structure/Waterproofing lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment 35,749.08 $35,749.08 $1,787.45 $0.47 Total Change Request $37,537.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5.00% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center Contractor Name: BN Builders DESCRIPTION OF CHANGE: Additional Grinding of Polished concrete per Owner request CCD/ASI #: COP #: 5181 DATE: 712412020 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $33,101.00 $2,648.08 Total Subcontractor Change Request $35,749.08 To the best of my knowledge and belief, I certi6ithat all costs listed above are correct. Contractor Sionature Dale 15% 8% Change Order Estimate #: 3195 Name / Addr s ' BN Builders 2601 4th Ave Suite #350 Seattle, WA 98121 5,090 Grinding 1,093 Repolish Tams; lea Project: CO#2 Job .oea on Tukwila Justice Center 15005 Tukwila International BLVD Tukwila, WA 98188 Descri,rt Extra step grind trough river 4 additional passes Repolish area already refined to 400 FLOOR SULU'11C)NS P.O. Box 1586 Woodinville, WA 98072 Phone # Fax # E-mail Web Site 360-805-9911 360-805-9922 Office@floorsolutions.com www.floorsolutions.com 25,450.00T 7,651.00T albtotal 00 Sales Tax (0.0%) $0.00 - Untitled - 593 SF FL it-, • • • • , FINISH h-.-d FINISH PLAN. FIRST LEVEL - AREA A .eP ' 2 • WANING PACKAGE FINISH PUN FIRST LEVEL - ARES A13.1A Floor Finish Plans.pdf (1) (23% of Scale); Takeoff in Active Area: All Areas; FS-Deep Grind; 2019FSASOnScreen; 2/18/2020 10:18 AM gig1 - Untitled -1,285 SF FINISH. PLAN. FIRST LEVEL - AREA B El TICE CENTE DRAWNG PACKAGE42 FINISH PLAN FIRST LEVEL AREA B A13.1B Floor Finish Plans.pdf (2) (23% of Scale); Takeoff in Active Area: All Areas; FS-Deep Grind; 2019FSASOnScreen; 2/18/2020 10:18 AM - Untitled - 2 119 SF FINISH PLAN, FIRST LEVEL - AREA C .;7 471.1=1. DRAWING PACKAGE FS FINISH RAN, FIRST LEVEL • AREA C A13.1C Floor Finish Plans.pdf (3) (23% of Scale); Takeoff in Active Area: All Areas; FS-Deep Grind; 2019FSASOnScreen; 2/18/2020 10:18 AM .,1 - CONC1 - 129 SF ,2 - CONC2 - 301 SE `3 - CONC3 - 671 SF K'd FINISH PLAN FIRST LEVEL - AREA A 14.42114,.. DRAWING PACKAGE 42 TTT" FINISH PLAN FIRST LEVEL • AREA A A13.1A Floor Finish Plans.pdf (1) (23% of Scale); Takeoff in Active Area: All Areas; FS-RePolish Deeper; 2019FSASOnScreen; 2/18/2020 10:19 AM EINBullders June 16, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Contaminated Soils Found in NE Corner of South Lot Dear Ethan, BNBuilders hereby submits our proposal for the removal of conatminated soils located in the NE corner of the South Lot. The total proposal of this subject work is Thirty Two Thousand One Hundred Twenty Seven dollars $32,127. 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 5187 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@dlrgroup.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 GENERAL CONTRACTOR: BNBuilders, Inc. Contaminated Soils Found in NE CCD/ASI #: Corner of South Lot COP #: 5187 DATE: 6116/2020 DESCRIPTION OF CHANGE: excavate contaminated soils and import new soils for tank found in NE corner of Sout Lot. BP 31.00 Iliad $30,597.34 1st -tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment $30,597.34 $0.00 $1,529,87 -$0.21 Total Change Request $32,127.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: Contractor Name: BN Builders DATE: 5187 6/1612020 DESCRIPTION OF CHANGE. excavate contaminated soils and import new soils for tank found in NE corner of Sout Lot Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractors Total Direct Cost Subcontractors Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $30,597.34 $30,597.34 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $30,597,34 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $0.00 [Total Subcontractor Change Request $30,597.34 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Included COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: Excavate contaminated soils and import new soils for tank found in NE corner of Sout Lot CCD/RFI: 0 CPif: 5187 Date: 6/16/20 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material. Unit Price $Poour Cost $/hour Cost $/Unit Costs $/Unit Costs Exported Soils 198,93 ton $ - $ - 122.00 $ 24,269 Import Soils 147 ton $ - $ - 43.00 $ 6,328 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ $ - $ - $ $ $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $. - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ - Total Cost of Work A. $ - $ - $ - B, $ - C. $ 30,597 Iliad # Tota I ExportCont; 198!93 ton ; @ $ 122.00 $ 24,269.46 Import 147 ton ; @ $ 43.00 $ 6,327.88' Contaminated Export Company Ticket # Quantity (Tons) Daily Total (Tons) Date Location WM 41222 15.02 49.04 3/18/2020 NE Fuel Tank WM 41243 16.68 3/18/2020 NE Fuel Tank WM 41265 17.34 3/18/2020 NE Fuel Tank WM 41293 28.56 149.89 3/19/2020 NE Fuel Tank WM 41325 31.47 3/19/2020 NE Fuel Tank WM 41344 30.38 3/19/2020 NE Fuel Tank WM 41357 29.49 3/19/2020 NE Fuel Tank WM 41370 29.99 3/19/2020 NE Fuel Tank 98.93 Tota Import Company Date Ticket # Qty. (Tons) SW Report # Location Daily total (tons) KRR 3/18/2020 172848 17.98 NE Fuel Tank 53.07 KRR 3/18/2020 172919 17.26 NE Fuel Tank KRR 3/18/2020 172989 17.83 NE Fuel Tank KRR 3/19/2020 173092 31.15 NE Fuel Tank 94.09 KRR 3/19/2020 173328 32 NE Fuel Tank KRR 3/19/2020 173207 30.94 NE Fuel Tank 147.16 Total City of Tukwila Justice Center 15045 Tukwila International BLVD Tukwila, WA 98118 Utilities, Foundations, Structure Logistics Flan Ste St k,stalt,,,4, r ",00 v§.444.41mot44[„ Notes: - "CSD" - Contaminated Soils Discovery iri 001 ,te00,0000.0° 0%"'' 00.004 NV rAkta ,10,01Q6104,4, * ,"44104 • Bill Brown From: Travis Zandi<tzaodk@spundearthnczom> Sent: Tuesday, March l0,Z02D1UlUAM To: Ethan BernacxAustin Proctor Cc: Dwayne Goddard; Ryan Bixby; Jeff Clark; Bill Brown Subject; RE: Tukwila Justice Center Tank Found 3/4 |just got an update from our subcontractor. They have rescheduled the tank removal for Friday, March 13mstarting at O:3OAM. Thank you, Travis Trev�WZmnd Associate Scientist W20643&5964 C 206.440.5551 From: Ethan Bernau <eth> Sent: Monday, March 09,2OZD4:44PN1 To: Travis Zandi<tzandl@soundearthincznmx;Austin Proctor <Austin.Prnc or@bnbui|deozom> Cc: Dwayne Goddard <Dwayne.Goddard@bnbuilders.com>; Ryan Bixby <rbixby@soundearthinc.com>; Jeff Clark `deffI|ark0pbnbui|ders.com>; Bill Brown <Bi||.8rown@bnbui|deo.com> Subject: RE: Tukwila Justice Center Tank Found 3/4 What is|nthe tank, did it test positive for hydrocarbons? Ethan ge,oaoT Project Manager LEED AP, Assnc.DB|A l0lYes|erWay ISuite 6061Seattle, WAg8lU4 Shbls I Obbto|Johnsen Project Focused. Community Driven. From: Travis Zendi^tzandk@suundearthinczom> Sent: Monday, Marzh0\20204:43PN4 To: Austin Proctor<4uodn.prVctor(@bnbui|ders,orm>; Ethan 8ennau <ethanb(cD\aoiseazom> Cc: Dwayne Goddard <DwaVne.Goddard(@bnbuilders.com>; Ryan Bixby <rbixbV(cDsoundearthinc.com>; Jeff Clark xJeffCark8@bnboi|ders.com>;Bill Brown x8i|LBrown0@bnbui|de'rs.com» Subject: RE: Tukwila Justice Center Tank Found 3/4 I just heard back from my subcontractor that we will be getting the fire department permit tomorrow and are setting up the tank pull for this Thursday, March 12 th starting at 8:30AM. I have a private utility locate scheduled for tomorrow. The exact time will depend upon the schedule of the locator,but should bearound mid'moroing. Thank you, Travis TmvisZmmd� Associate Scientist D206,436.59G4 C200.4#l5551 �� �����"� �n�� ������ ooundeamnc.00r,I Employee -Owned ( Small Business From: Austin Proctor <Ausdn`prnctmr(ED bnbuUders.com> Sent: Monday, March O9'Z02O4:19pM To: Ethan 8ernav<ethanb(EDsoiseaznm>;Travis Zandi«tzandi(@,soundexrtbinc.cpm» Cc: Dwayne Goddard <DwaVne.Goddard(@bnbuilders.com>; Ryan Bixby <rbixbv(@soundearthinc.com>; Jeff Clark <]ef[Clarh(EDbnbu||ders.coro>; Bill Brown <81D.Brown @Dbnbui|do,s.comx Subject: RE: Tukwila Justice Center Tank Found 3/4 Travis, dowehave any update towhen the tank will beremoved? Did the locates get called in? Thanks Austin Proctor] BNBuilders 206-659-2561 cell Twitter | Faoouvnx | unxeum | unuu|moo.cmm From: Ethan 8ernau<ethanb8aso| ea,com» Sent: Friday, March 6'2020 152 PM To: Travis Zandi<tzandiQDsoundeartdnccpm» Cc: Dwayne Goddard <DGudda d |d Austin Proctor <Augin,P,nctor(cDbnbui|deo,cmn>;Ryan Bixby <rbixbv@soundearthinc.com>; Jeff Clark <Jeff.CIark(cDbnbuilders.com>; Bill Brown <Bill. Brown (CD bnbuilders.com> Subject: Re: Tukwila Justice Center Tank Found 3/4 Sound Earth should schedule a utility locate. We have Shannon and Wilson on call for geotech. BNB can call them out if needed. Thanks. Ethan OnMar 6'2O2O at8:47AM, Travis Zondi<tzandk(cDsoundcarthncznn*wrote: 2 Our contractor bworking ongetting the fire department permit to pull the tank. Once wehave that, | will have more information regarding schedule for the tank pull. However, before the pull, I had a couple questions about access and nearby utilities. We were unable to viewthe length nfthe tank because utilities were suspected inthe area. Ooyou know the area where the utilities are located? If not, should we schedule a private utility locate or have these utilities already been marked? if the utilities are threatened, we may need to have a Geotech consultant come out to ensure that they are not destabilized before wepull the tank. Dnyou have aGeotechunsite (or on-ca||) orshould «veschedule that? Thank you, Travis soundeurthmo.cum\Employee-Owned | Small ammem From: Travis Zandi Sent: Thursday, March 05 202010:49AW1 To: Ethan u nn u<ernanu nex,000acoVnonou//oerscom> Cc: Austin Proctor <sdn.pcoctor(cD6nbui|ders.com>;RyanBixby<rbivbx(cDsoundearth1nc,com>;]eff Oark<]eff.C|arkpbnbui|denscorn>; Bill Brown <8iU'Brown (E36nbui|dcrszom> Subject: RE: Tukwila Justice Center Tank Found 3/4 Thank you for the confirmation. |amworking with our contractor toget this work scheduled assoon as we can. I will keep you updated. Thank you, Travis uoundeaftmwuo°|Employee-Owned |Small Business From: Ethan Bemou Sent: Thursday, Ma,dhO5 20209:15AM To: Dwayne Goddard <DwaynelGoddard(cD,nbuUderszpm» Cc: Travis Zandi <tzandipsoundearthinc.com>; Austin Proctor <austin.proctor@Dbnbuilders.com>; Ryan Bixby <rb| by(@sound hbnc.com>; Jeff Clark «Jeff'[|arkCCi)bobui|ders.cmm>; Bill Brown <Bi||. BrmmnCcn6nbu11ders.corn> Subject: Re: Tukwila Justice Center Tank Found 3/4 3 I authorize Sound Earth to move forward with LIST decommissioning and removal. OnMar 5,2O%O at9:0lAM, Dwayne Goddard <DwaYno/Goddand(@mnbui|denzom> Good morning Travis, I have added Ethan to this email. Ultimately Ethan needs to give you direction but yes wewould like you tomove forward with the decommissioning and removal. We can have our earthwork contractor help with some of this but we would want you to take the lead. Also whatever you can do to speed this up would be helpful tothe project. Thanks and if'you have any questions please call. Thanks, 'Dwayne Dwayne W. Goddard I BNBuilclers VAg812 From: Travis Zandi<ta*ndKPsoundeardlnczpm> Sent: Thursday, March 5'ZOZO8:56AM To: Austin Proctor «Austin`pnoctor4Dbnbu1|ders.znn?>;Ryan Bixby xrbixby(@smundeartbinc.conn> Cc: Dwayne Goddard <DwaYne,Goddardyobnbu||derszonn>;Jeff 'Clark ^1eff`[|a,k(cDbnbui|ders.com>; Bill Brown <BiH.Drowm(cabnbui/ders.com> Subject: RE: Tukwila Justice Center Tank Found 3/4 VVerecommend getting the LIST decommissioned and removed. Atthat point, we would collect soil samples from the sidewalls and bottom of the excavation to determine if there has been a release. Last year, your firm scheduled one UST removal and our firm scheduled the rest. Would you like ustnmove ahead with organizing the LIST decommissioning and removal orare you planning onorganizing that onyour end? Once we get the lab results back, we can start the process of getting the liquid removed, but it will likely take some time to get decommissioning and removal scheduled. | understand that utilities are suspected inthe area. |sthis tank inanarea where closure in place is an option if utilities make removal extremely difficult or will it have to beremoved nomatter what toavoid impacting development? Removal would beour first choice, but the utilities may be o complicating factor. Thank you, Travis 4 ravWZa n di Associate Scientist o2D0.436.5G64 C 200.446.5551 <iOO1 muQe 1Pg> ,oundem0mu.corn|Employee-Owned | Small Business From: Austin Proctor <Austin.Procton(@Ion bui|de, ,com> Sent: Wednesday, March O4^2D2010`l2AM To: Travis Zandi<tzandiOasoundearthinc,corn» Audrey Michniak <arnichniak(@soundearthinc.com> Cc: Dwayne Goddard xDwavne,Goddard0Dbnbm|dcrs,corn>;Jeff Clark <]ef[C|arkPbnbui|ders.com>; Bill Brown « Bill. Brmuv6@ bnbuik1erszom» Subject: Tukwila Justice Center Tank Found 3/4 See attached SoundEarthTeam— VVefound another tank atour site. Can weplease get someone from your team totake samples and give uodirection? Thanks Austin Proctor uoo*1vmAvenue, Suite a5u|Seattle, wmua121 206*59-2561.mn Twitter | pnnououx | unxoum | unummerszvm 5 KANOLEY ROCK & RECYC AC;f,otIt4IINI ul'."" IkN[tiIYVF:NNfl 'I AI""II,F� WA Rtjtft0 NO At`lVISICINOF, (IAIYMUM .INI)EahiNSifi1M`"<'r,;x0APAPJY-mod AP I C7t''A'.. INAft Ai, INSTRUCTIONS QUANTITY A PRODUC A ','„;.. T MER EL A NO A YA CUSTOMER SIGNATURE PRINT NAME REV 04.2009 09 COLLECT ON W t .0 J CASH ` CHECK *, „. ;m,6t41-4e c.i VISA MASTERC ARO E 1 DISCOVER R SCI"tIPTION 7A-468 c DR1v. SAL SURCHAFICA REMIT PAYMENT TO 9125 10th AVE. S. SEATTLE, WA 98108 TERMS ON REVERSE FAxI TO I iCS T"d DATE CUSTOM Et COPY SUS -TOTAL SALES TAX TOTAL AMOUNT MANUL= Y ROCK & RECYCLING A(:SCoLINTINc 9125 TENTH AVENUE SOUTH SEATTLE. WA 98108 • RROA{ ?6R, IOt7O A DIVISION OF GARY MERLIN() CONSTRUCTION COMPANY, INC MAP LOCATE' .,.., TLEAVE PLANT 1TE JO SEATAC SPECIAL IN OUA NTJTY 0 CUSTOMER SIGNATU PRI r+FV €14.2009 PRODUCT CODE TALC TIME GUI At AtEE Ti it T t C0M Ali: tip F FA A.A*zPF"'+r BLACK NIV R ,r 3ai r2t" 6" Aln Wu 10 f YL1 ST.xttun WAA+Artg5 LAKES FRANCISY (f'raat * 2411 (21,011 6641" f; 'Y%i :r7S It 9E L.nka Fxnrva nr� •Mp V6� Cedar Mountain Reclamation r 7017 C W-1W Ciftws fid 5E, r'rta+, v400wA Awi)ous '41xtrrE A•3O t2S+t"+i 001 __.�•.• LEA DESCRIPTION Titre COLLECT ON DELIVERY © CASH 0 CHECK It O CHARGE CARD q .. _, . , EXP. 1, 0 VISA 0 MASTERCARD © DISCOVER T0N5> REMIT PAYMENT TO 9125 itith AVE. S. SEATTLE, WA 98100 TERMS ON REVERSE CUSTOMC a COPY JNIT'P!RRCE SUB -TOTAL BALANCE FORWARD TOTAL AMOUNT AMOUNT KANGLEY ROCK & RECYCLING ACCOUNTING: 9129 TENTH AVENUE SOUTH SEATTLE, WA 98100 • (206) F68/1000 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC AP Lt7CAT 'AVE PLANT CUSTOMER -NO — 16/..V./0 " A- AC ECIAL INSTRUCT ION QUANTITY UST 61E,V0T/X01 Kan9loy Rock & f ecycfing Locations KANSLEY PIT tPfelt T 2n 32",09 SE Ke m-Kevv >e1y Rif . RAVenSCIA10, WA D0,151. FLACK RIVER IPU'afei .a 22J• (20131 Gsa- )a2 510 MArlIkW Rd" I0 nlr o WA 98053 LAKE FRANCIS WW1 23) • (2081 658'1)572 222f,i0N SE lAio Ftgfifa Rd" NIspIa Va+1y, WA 06018 Cedar Mountain Reclamation 17d'Y"Y Co,* Cif cove Rd" SE tot,Nie Vaxty, WA (14038 Kul e#20 < (KA) 1158 0©1 t1 CUSTOMER PO,. AR©q OES'CP1PTION TONS ITV* REMIT PAYMENT TO 9125 10th AVE, S. SEATTLE, WA 98108 TERMS ON REVERSE »YR�tt A IECYc" A CUSTOMER OPY y TIC L ERY TICKET O _-11,7441- .w .. .aW 0 CHARGE EXP. —j-;-� C ? AMOUNT Iv Ali': FAX SUB -TOTAL SALES TAX BALANCE FORWARD TOTAL AMOUNT ROCKKANGLEY & RECYCLING KangleyAN� (P1 21) Recycling Locations 32500 SE Kant,Kangteyy Rd., Ravenedab, WA 98051 ACCOUNTING: 9125 TENTH AVENUE SOUTH BLACK RIVER (plant 0 22). (208) 058-0912 SEATTL.E, WA 98108 06 510 Monster Rd, Renton, WA 98055 • (2 ) 768-1000 LAKE.FRANCIS (Plant # 23) -1208) 858.0872 22501 SE Lake Francis Rd, Maple Volley, WA 98038 A DMS t t31 GARY MERLIN() CONSTRUCTION COMPANY, INC. Ceder Mountain Reclamation 17877 Cedar ©rove Rd, SE, Maple Marley. WA 96038 CUSTOMER NO. 1I 9sc QUANTI 5 U.M. PRODUCT CODE ORDER NO. ARRIVE JOB DESCRIPTION GE TO Ee.. DELIVERY TICKET CUSTOMER P.O. JOB NO. coLi c ':.t H DELNERY REMIT PAYMENT TO 9125 10th AVE. S. SEATTLE, WA 98108 TERMS ON REVERSE ANAL PROPER GUSTO DER COPY : ! UNIT PRICE SUB -TOTAL SALES TAX BALANCE FORWARD TOTAL AMOUNT AMOUNT KANGLEY ROCK & RECYCLING ACCOUNT1NG: 9125 TENTH AVENUE SOUTH SEATTLE. WA 98108 • (206) 768-1000 Kangley Rock & Recycling Locations KANGLEY PR (Plant N 21) 32500 SE Keni.Kangley Rd., Ravenedale, WA 98051 BLACK RIVER (Plant 122) - (206) 658-0912 510 Monster Rd. Renton, WA 98055 LAKE FRANCtS (Planl A 23) - (206) 658-0872 22501 SE Lake Francis Rd, Maple Valley. WA 98038 A DIVISION OF GARY MERLINO CONSTRUCTION COMPANY, INC. Cedar Mountain Reclamation 17877 Cedar Gmve Rd. SE, Maple Vettey, WA 98038 Plant 120 - (206) 658-0913 PLANT ORDER NO. 5534 UANT7 FIEV Gwr-2000 OB PROJECT DESCRIPTION USTOMER P.O. tax* DELI TICKET ACCOUNTING (206) 7687 000 FAX (206) 763-2730 SALES & ORDER DESK (206) 768-1000 JOB NO. ©,VISA ( MASTERCARD El DISCOVER REMIT PAYMENT TO 912510(h AVE. S. SEATTLE, WA 98108 TERMS ON REVERSE NGLEY ROCK 8 RE YOUNG, A O(VISION TCY HI$ REAL OR PERSONAL PROPERTY CUSTOMER COPY, TOTAL UNIT PRICE SUB -TOTAL SALES TAX BALANCE FORWARD TOTAL AMOUNT AMOUNT KANGLEY Kangley Rock & Recycling Locations ROCK & RECYCLING KAMGLEY PT (Plant R 21) 32500 SE a i k y Rd„ Flawynalele, WA 98051 ACCOUNTING:9125 TENTH AVENUE SOUTH BLACK s n Rd (Plant n WA > 05t 859-09t2 510 Monster Renton, 96055 SEATTLE, WA 98108 • (206) 768-1000 LAKE FRANCS (Pl anl a 23) (2D6) 658-0072 22501 SE Lake French Rd. Maple VW kly, WA 98038 A DIVISION OF GARY MERLIN© CONSTRUCTION COMPANY, INC. Cedar Mountain Reclamation 17877 Cedar Grovat Rd. SE, Maple Valley, WA 98038 (2001858-0913 ATE USTOMER NAME AN;. OB ADDRESS CUSTOMER NO. QUANTITY i U.M. i PRCODEODUCT ©ELIVE Ti KET . ACCOUNTING (206) 78-1000 FAX (206) 763- 7$0 SALES & ORDER DESK (206)768-1000; OMER POD. ,t0B NO. DESCRIPTION 1 TONS 1 414 ttC BSE CR A 16 TYPt ENivirtoNmENYAL SUR(w A REMIT PAYMENT TO 912510th AVE. S. SEATTLE, WA - s 108 TERMS ON REVERSE TOTAL RELEAxSE Ct1Si!�R1iEEtEASESAND`AGRE TOFiC Lt,tAR LFS )CAtG1 kFCt1CK'BRECYCUNG.AD(VI I©N GAMY`_MERLIt40 CONS UCTION C OMPANY INC. _FQR''AEAL`©R PERSONAL; PR0PE RT1 CAUSED RY DELLS t3P MAT�� r'i S ABOVE. EFAILS UNIT PRICE 1 AMOUNT SUB -TOTAL SALES TAX BALANCE FORWARD TOTAL AMOUNT Comments CTI-KF 8th Ave Reload Original 7400 8th Ave S WASTE SIANASEMENT Ticket# 41222 Seattle, WA, 98108 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 03/18/2020 Vehicle# CTI433S Volume Payment Type Credit Account Container Manual Ticket# Route Driver MIKE KLINKHAMMER Check# Hauling Ticket# Billing# 0000280 Destination Grid PO# 1318-001-04/114315WAD Time Scale Operator Inbound Gross 57920 lb In 03/18/2020 11:20:31 Scale 1 kfunk2 Tare 27880 lb Out 03/18/2020 11:33:27 Scale 1 kfunk2 Net 30040 lb Tons 15.02 Product LD% Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RGCPCS-Tons-E 100 15,02 Tons KING 2 GOND TON -GONDOLA PER TON 100 15.02 Tons KING Total Tax Total Ticket Driver's Signature WASTE MANAOEMENT 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Customer Name CITY TRANSFER PROFILE Ticket Date 03/18/2020 Payment Type Credit Account Manual Ticket# Route Hauling Ticket# Destination PO# 1318-001-04/114315WAD Time Scale In 03/18/2020 1240:59 Scale 1 Out 03/18/2020 12:4059 Comments CTI-KF Product LW; Original Ticket# 41243 Ph: 206-694-0600 114315W Carrier SELF SELF Vehicle# CTI4335 Container Driver Check# Billing# 0000260 Grid Operator kfunk2 kfunk2 Qty UOM Rate 1 ENVCLEANUP RGCPCS-Tons-E 100 2 GOND TON -GONDOLA PER TON 100 Driver's Signature 16.68 Tons 16.68 Tons Volume Inbound Gross Tare Net Tons Tax Amount 61240 lb 27880 ib 33360 lb 16.68 Origin Total Tax Total Ticket KING KING WASTE AIANADEMEAIT Comments CTI-KF 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Original Ticket# 41265 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 03/18/2020 Vehicle# CTI433S Volume Payment Type Credit Account Container Manual Ticket# Route Driver MIKE KLINKHAMMER check# Hauling Ticket# Billing# 0000280 Destination Grid PO# 1318-001-04/114315WAD Time : Scale Operator Inbound Gross 62560 lb In 03/18/2020 1404:34 Scale 1 kfunk2 Out 03/18/2020 14:0434 Tare 27880 lb kfunk2 Net 34680 lb Tons 17.34 Product 1 ENVCLEANUP RGCPCS-Tons-E 100 17.34 Tons 2 GOND TON -GONDOLA PER TON 100 17.34 Tons KING KING /41Lk, j0 Driver's Signature LD% Qty UOM Rate Tax Amount Origin Total Tax Total Ticket WASTE MANAOEMEN1 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Original Ticket# 41293 Ph; 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 03/19/2020 Vehicle## CTI258 Volume Payment Type Credit Account Container Manual Ticket# Driver JASON COMNICK Route Check## Hauling Ticket1 Billing## 0000280 Destination Grid PO# 1318-001-04/114315WAD Time Scale Operator Inbound Gross 100660 lb In 03/19/2020 08:35:17 Scale 1 kfunk2 Tare 43540 lb Out 03/19/2020 '08:35:17 kfunk2 Net 57120 lb Tons 28.56 Comments CTI-KF Product LD% Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RGCPCS-Tons-E 100 28.56 Tons 2 GOND TON -GONDOLA PER TON 100 28,56 Tons Total Tax Total Ticket Drivers Signature KING KING WASTE NIMMUERIENt Bth Ave Reload Original 7400 8th Ave S Ticket# 41325 Seattle, WA, 98108 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 03/19/2020 Vehicle# CT1258 Volume Payment Type Credit Account Container Manual Ticket# Driver JASON COMNICK Route Check# Hauling Ticket# Billing# 0000280 Destination Grid PO# 1318-001-04/114315WAD Time Scale Operator Inbound Gross 106480 lb In 03/19/2020 10:36:32 Scale 1 kfunk2 Tare 43540 lb Out 03/19/2020 10:36;32 kfunk2 Net 62940 lb Tons 31.47 Comments CTI-KF Product LD% Qty DOM Rate Tax Amount Origin 1 ENVCLEANUP RGCPCS-Tons-E 100 31.47 Tons KING 2 GOND TON -GONDOLA PER TON 100 31.47 Tons KING Total Tax Total Ticket Driver's Signature (IJIDNAn't WASTE AllANAESPAENT 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108 Original Ticket# 41344 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 03/19/2020 Vehicle# CTI258 Volume Payment Type Credit Account Container Manual Ticket# Driver JASON COMNICK Route Check# Hauling Ticket# Billing# 0000280 Destination Grid PO# 1318-001-04/114315WAD Time Scale ,Operator Inbound Gross 104300 ib In 03/19/2020 12:40:50 Scale 1 kfunk2 Tare 43540 lb Out 03/19/2020 12:40:50 kfunk2 Net 60760 ib Tons 30.38 Comments CTI-KF Product LD% Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RGCPCS-Tons-E 100 30.38 Tons 2 GOND TON -GONDOLA PER TON 100 '30.38 Tons Total Tax Total Ticket Driver's Signature KING KING WA $ E MAN/WE-MENT 8th Ave Reload 7400 Bth Ave S Seattle, WA, 98108 Customer Name CITY TRANSFER PROFILE Ticket Date 03/19/2020 Payment Type Credit Account Manual Ticket# Route Hauling Ticket# Destination PO# 1318-001-04/114315WAD Time Scale In 03/19/2020 14:00:59 Scale 1 Out 03/19/2020 14:00:59 Comments CTI-KF 114315W Carrier Vehicle# Container Driver Check# Billing# Grid Product LD% Qty Operator kfunk2 kfunk2 UOM Original Ti •ket# 41357 Ph: 206-694-0600:,,:.; SELF SELF CTI258 JASON COMNICK 0000280 Volume Inbound Gross Tare Net Tons Rate Tax Amount 102520 lb 43540 lb 58980 lb 29.49 Origin 1 ENVCLEANUP RGCPCS-Tons-E 100 2 GOND TON -GONDOLA PER TON 100 Driver's Signature Jtrn-•n �i---i 29.49 Tons 29.49 Tons Total Tax Total Ticket KING KING Comments CTI-KF Product . . WASTE MANAGEMENT 8th Ave Reload 7400 8th Ave S Seattle, WA, 98108. Original Ticket# 41370 Ph: 206-694-0600 Customer Name CITY TRANSFER PROFILE 114315W Carrier SELF SELF Ticket Date 03/19/2020 Vehicle# CTI258 Volume Payment Type Credit Account Container Manual Ticket# Driver JASON COMNICK Route Check# Hauling Ticket# Billing# 0000280 Destination Grid PO# 1318-001-04/114315WAD Time Scale Operator Inbound Gross 103520 lb In 03/19/2020 15:25:08 Scale 1 kfunk2 Tare 43540 ib Out 03/19/2020 15:25:08 kfunk2 Net 59980 ib Tons 29.99 LD% Qty UOM Rate Tax Amount Origin 1 ENVCLEANUP RGCPCS-Tons-E 100 29.99 Tons 2 GOND TON -GONDOLA PER TON 100 29.99 Tons Total Tax Total Ticket Driver's Signature KING KING BNBuilders June 24, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 396 Wall Alignment along GL L in Area B Dear Ethan, BNBuilders hereby submits our proposal for RFI 396 Wall Alignment along GL L in Area B. The total proposal of this subject work is four thousand and forty-one dollars $4,041.00. 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 5189 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseai.com) Geri Urbas (cieri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrcroup.corn) BNBuilders 2601 4t11 Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME Tukwila Justice Center CCD/ASI #: RFI 396 COP #. 5189 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 6/15/2020 DESCRIPTION OF CHANGE: West walls of B114 and B117 did not align along GL L per the floor plans. This would show above the opening at level 2. B117 was furred out as a result. IBP 09.20 Northwest Partition 1st -tier Subcontractor Cost Total (Direct Construction Costs) GCICM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $3,849.001 $3,849.00 $192.45 -$0.45 Total Change Request $4,041.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5.00% NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #396 - added furred wall per RFI to match existing Page 1 of 1 RE UEST FO CHANGE ORDER Ref.# COR-0037 External/RCO# GC Ref# Date Feb 25, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Layout Frame Interior Hang Interior GWB Finish Tape Stock D/VV - Onsite Clean -Up D/W Material 6" STUD 1 5/8" FLANGE (43MILS) 18GA 6' STUD 1 5/8" FLANGE (43MILS) 18GA 6" TRACK 1 1/4" LEG (43MILS) 18GA 6" FLAT STOCK 20GA. (33MILS) 1 1/2"X1 1/2" ANGLE 20 GA. (30MILS) 5/8" TYPE "X" DRYWALLI X58 90 DEG PAPER BEAD WITH METAL EXTRA WIDE EVEN LEG LITE ALL PURPOSE COMPOUND Equipment 19' SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges Quantity UOM Unit Total Rate 1.50 Hrs 1.50 77.57 16.00 Hrs 16.00 72.31 4.00 Hrs 4.00 73.76 8.00 Hrs 8.00 70.77 2.50 Hrs 2.50 72.31 2.00 Hrs 2.00 72.31 Size Quantity UOM 19' 10 00 PCS 14' 15 00 PCS 10' 3.00 PCS 10' 6.00 PCS 10' 6.00 PCS 4'X12' 4.00 SHT 10' 3.00 EA BOX 2.00 EA Quantity UOM 28.00 EA Total $116.36 $1,156.96 $295.04 $566.16 $180.78 $144.62 Total Labor Unit Price 1.3068 LF 1.3068 LF 1.1352 LF .9708 LF .3312 LF .414 SQFT .364 LF 11.82 EA $2,459.92 Total $248.29 $274.43 $34.06 $58.25 $19.87 $79.49 $10.92 $23,64 Total Material Unit Price 3 41 EA $748.95 Total $95.48 Total Equipment $95.48 Total B&O Tax .48% GL Insurance 1% $15.86 $33.20 Total Miscellaneous Charges $49.06 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 25, 2020 8:11 AM Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $2,459.92 $748.95 $D.00 $95.48 $49.06 $3,353.35 $495.65 $0.00 15.00% 8.00% Total: $3,849.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com CONSTRUCTtON SUPPLY Where customer service still has meaning. WA 540Eam 15thGtree Tacoma, WA 98422 Telephone: (253)572-8200 Fns:(253) 572-8408 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE }vh TooWnLaJUSTICE CENTER Location: TUKWILA Bid Number: M200040500 Bid Date: 4/512019 Req. at Jobsite: 9/10/2019 Code G0O31626Q 6OOS2OO'S4 G0nS%0O-G8 6QOS2OO'97 6DO5I5O'S4 §OOS2SQ-6O GOOT125-G4 6DVT1B0'4] 6UOT15V'54 6nOT1SC-6D GOOTIOO-54 68VT1OO-68 6nOT2VV'g7 6ODTISO-S4 6OOT25V'68 15OyS0'54 Z0OA20D'4] 4V8FS'S4 CKC[L|pHVY 1G2S125-3O 162T1OO~30 lSnSI25-33 2505LT250_33 Z5OT1IS~33 363SIZ5-]O ]6ZSlJS'33 3G2S1I5-43 36lS16Z'43 36ZS16Z'54 36lI2SO'S4 36J3lSD'GQ 36lTl25'3O 26ZT2%S'33 362T1ZS-43 Description UOM Container Per Unit Price LF Studs 1000 LF 1306,8 LF Studs 1000 LF 1640.4 6^I4GaStud w/1-S/8"Leg [F G/' 1bGaJoist w/2"Leg LF 6' 14GaJoist w/2"Leg LF §" 12GaJoist w/2"Leg [F 6"1GGaJoist w/Z-1/2''Leg LF 6' 14 GaJoist w/2~1/Z"Leg LF g LF 6"1GGauge Track wl1-1/4'Leg LF 6^ l8Gauge Track w/1'1/2"Leg LF 6" 1hGauge Track w/1-1/Z"Leg LF 6"l4Gauge Track vV/1'1/2''Leg LF 6" 16Gauge Track w/3�'Leg LF 6" l4Gauge Track w/Z''Leg LF 6" 1ZGauge Track w/2"Leg LF G" l6Gauge Track w/2'I/1^Leg LF 6" I4Gauge Track \w/2'1/2'Leg LF 1-1/2"Black Iron 16Gauge LF Z''xZ"Framing Angle 18Gauge LF 4":16Ga Flat Stock Backing Clip for Cold Rolled Channel Heavy Gauge 1,5/8" 3OGauge Stud 1-5/O"ZOGauge Track w/1"Leg 2-1/2^ IUGauQeStud 2,1/2~ 2OGauge Slotted Track 2-1/2" 2OGauge Track 'w/1'1/4"Leg ]-S/g^ .ZOGauge Stud 3-5/8" ZOGauge Stud 3'5/8" 18Gauge Stud 3'5/8" l8GaStud w/1'S/Q''Leg 3'S/8''16GaStud xv/1'5/8"Leg 2'5/8" I6GaJoist w/2'1/I.'Leg 3'S/D"14GaJoist w/I'1/2^Leg 3'5/8" ZDGauge Track w/1-1/4'Leg 3'5/8" 2OGauge Track w/1-1/4^Leg 3-5/8" l8Gauge Track w/l'1/4"Leg LF EA LF B LF LF LF LF LF B LF LF LF LF B LF LF Studs 1000LF 206.2 Studs lOOOLF 1791.6 Studs 1000LF 32S4.8 Studs 1000LF 4317.6 Studs lUOULF 2008.8 Studs 1000 LF 2538 Track 1000 LF 11352 Track 1000 LF 1459.2 Track 1000LF 1200 Track 1000LF 1507.2 Track 1000LF 1888.8 Track 1000LF 1777.2 Track 1000LF 2104.8 Track 1000 LF 3979.2 Track 1000LF 1651.2 Track 1000LF 2403.6 Each 1000LF 436.8 Each 1008LF 626.2 Each 1000 LF 970.8 Each Pieces Studs Track Studs Track Track Studs Studs Studs Studs Studs Studs Studs Track Track� Truck l00OB 1EA 10UULF IOOOLF 1O00LF 1OOOLF l0OVLF 1DQ8LF 100OLF 1U0OLF 1OQ0LF 1UO0LF 1000LF l00OLp 10U0LF 10DOLF 1000LF 873.6 0.828 594 562.8 447.6 954 519.6 532.8 997.2 1296 986.4 1286.4 2580 I06D'4 47D'O 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 3-5/8" 16 Gauge Track w/ 1-1/4 Leg 362T250-33 3-5/8" 20 Gauge Track w/ 2-1/2" Leg 362T250-54 3-5/8" 16 Gauge Track w/ 2-1/2" Leg 362T250-68 3-5/8" 14 Gauge Track w/ 2-1/2" Leg 6005125-30 6" 20 Gauge Stud 6005125-33 6" 20 Gauge Stud 6005162-33 6" 20 Ga Stud w/ 1-5/8" Leg 600T125-30 6" 20 Gauge Track w/ 1-1/4" Leg 600T125-33 6" 20 Gauge Track w/ 1-1/4" Leg 150;150-30 -1/" x 1-1/2" Framing Angle 20 Gauge SECUR1.0-16 AMICO Security Mesh 1" x 16 Gauge SECURACLP AMICO Secure Clip 300/Carton B1XW B412NB CJGB LWAP LWTAPING PTAPE X58 X58H1 X58MMR X58DURO 400CH-33 400JT-33 X1SW LG LAS BULLET3 Bullet Strips 300A300-54 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 B1X - Corner Bead B4 -1/2" No Bead L Metal Control Joint for GWB #093 USG eight All Purpose Joint Compnd 3.5 ga LF LF LF LF LF LF LF LF LF LF SF EA LF LF LF EA Lite Weight Taping Joint Compnd 3.5 gal EA 2-1/16" Paper Tape - 500'/Rot( EA Rolls /8" Type X GWB SF Sheets SF Sheets SF Sheets SF Sheets LF Studs LF Track SF Sheets SF Sheets LF Each LF Each Track 1000 LF Track 1000 LF Track 1000 LF Track 1000 LF Studs 1000 LF Studs 1000 LF Studs 1000 LF Track 1000 LF Track 1000 LF Each 1000 LF Sheets Boxes Boxes Boxes piece container 1000 LF 364.0 1000 LF 364.0 Boxes 1000 LF 364.0 Box container 11. Box container container 1044 1380 1651.2 2403.6 718.8 1380 1183.2 661.2 903.6 331.2 95.58 2 11.82 4.8 1000 SF 414 1000 SF 1256.4 1000 SF 594 1000 SF 1098 1000 LF 1254 1000 LF 864 1000 SF 1038 piece 769.524 piece 0 1000 LF 1170 Account Pricing *All Pricing is confidential* NORTHWEST PARTITIONS Sales Rep: Connor Ball Ahern Rentals Account 14265218 Contact 425-241-8004 Effective Date: 9/1/18 Rates Expire:6/30/19 Cat -Class Cat/Class Description Typical Make/Model Daily Weekly 4 Week 620-5745 SCISSORLIFT,19',32",ELECT SkyjackSJlll3219 115 250 345 620-5754 SCISSORLIFT,26',32",ELECT Skyjack 511113226 165 $ 325 $ 575 620-5755 SCISSORLIFT,26',46",ELECT Skyjack S11114626 $ 165 $ 325 $ 575 620-5784 SCISSORLIFT,32',46-48",ELECT Skyjack 511114632, JLG 3246ES 185 $ 475 $ 795 All Electric Scissor Lifts larger then 32' please call for quote fuel Stissor Oft OW 620-5759 SCISSORLIFT,26',68",GAS,4X4 Skyjack SJ6826RT, Genie GS-2668RT $ 195 $ 450 $ 865 620-5786 SCISSORLIFT,32',68",GAS,4X4 Skyjack S16832RT, Genie GS-3268RT 215 $ 515 $ 990 620-5798 SCISSORLIFT,43',GAS,4X4 Skyjack S.18243, Genie GS-439ORT $ 285 $ 720 $ 1,500 620-5799 SCISSORLIFT,53',GAS,4X4 Genie GS-539ORT $ 347 $ 941 $ 2,500 All scissor lifts larger then 53' please call for quote 605-5645 jF0RKLlFT,3600-S000LB,157',YARD 605-5670 FORKLIFT,5900LB,19',TELESCOPI NG Yard/Warehouse Foridlfts Hyster H50, Yale GPOSO Reach Forkhfts Xtreme 5919 $ 140 1 $ 495 $ 195 $ 595 885 $ 1,595 605-5675 FORKLIFT,6000LB,36',TELESCOPING Skytrak 6036 $ 340 $ 1,175 1,925 605-5683 FORKLIFT,800013,42',TELESCOPING XtremeXR842, Skytrak 8042 $ 365 $ 1,275 $ 2,350 605-5686 FORKLIFT,10000LB,54',TELESCOPING Skytrak 10054 $ 485 $ 1,575 $ 3,250 615-5711 LIFT,PERSONNEL,12',ELECT,2 MAN Personnel Lifts JLG 1230ES, Snorkel TM12 $ 105 200 350 615-5721 600-5799 LIFT,PERSONNEL,20',DRIVABLE,ELEC BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB JLG 20MVL, Genie GR20 Boom Lifts Eiectric JLG E300AJ $ 125 $ 200 250 800 400 $ 1,475 600-5850 BOOM,ARTICULATED,40',ELECTRIC,NARROW JLG E400AN, Genie Z40/23N $ 325 $ 900 $ 1,575 600-5857 BOOM,ARTICULATED,45',ELECT JLG E450A1, Genie Z45/251 DC $ 325 900 $ 1,575 600-5852 BOOM,TELESCOPING,40',DS1,4X4 ntUfts,Gasittlesei/Pro JLG 400S, Genie S40 $ 350 895 $ 1,625 600-5797 BOom,TELEscoP NG,45',Dsi,w/i Snorkel TB47J, Skyjack S145T $ 350 895 1,625 600-5866 BOOM,TELESCOPING,60',DSL,4X4 JLG 6005, Genie S60, Snorkel TB60 $ 420 $ 1,095 1,995 600-5879 BOOM,TELESCOPING,66',DSL,w/1113,4X4 JLG 660SJ, Snorkel TB661 $ 420 $ 1,095 $ 1,995 All reach boom lifts larger then 66' please call for quote. Additional: * All pricing is in U.S. Dollars and does not include Sales Tax or Environmental Recovery Fees * Delivery and pick up will be charged at $75 each way (per truckload) on standard loads within 30 miles of the servicing Ahern branch. * Deliveries over 30 miles, requiring permit, oversized loads or outside of normal business hours may be subject to additional fees. Add S150 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. Page 1 of 1 Ahern Initials Customer Initials Request for Information RFI No: 396 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: February 17, 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 Alignment along GL L in Area B Mk/Nine: Architectural Document ReferenceA1.1B Spec Section: Subcontractor: Northwest Partitions Subcontractor RFI Ncr Question Date Required: 2/24/ 2020 The West Walls of B114 and B117 along GL L do not align per floor plans. This will show above the opening at Leve12. We propose furring out the B117 wall per the attached so that these two walls align. Please advise if this is acceptable. Answer Acceptable. Steve Schmitz - DLR Group Answered by: Date Answered: 02/18/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 LOUNGE <B1165 Fur this wall out so that two walls align <8114) 10'-53/4' WELLNESS (8117> s6,2E DASNO R <B113) .FD CIRCULATIO E111> T-33/4' FEC• 8higkoObletZJohnsen Attn: Ethan BgrmaV 1O1Yes(erWay Suite GO0 Seattle, WA 98104 RE: BNB Cost Proposal for RUF| 387 North Wall of Break Area Angled Soffit Detail Dear Ethan, BNBuilders hereby submits our proposal for RFI 387 North Wall of Break Area Angled Soffit OEt@ii The total proposal Ofthis subject work is three thousand nine hundred and seven dollars $3.907.00. There is8zero day impact to the Project SChedUi8. BNB has proceeded with the revised design as directed and therefore requests your prompt acceptance of this proposal. Please acknowledge your acceptanceofthis proposal and reference CP5190inthe forthcoming change order. Jeff Clark Project Manager CC: Justine Kim (ivadn ioonl) Geri []rb8S(o8ri.u[b@sCo)bObUi|d8[S.cOmA Steve Schmitz (sschmitzCcDdIrqroup.com) BNBuildbrs 2601 4111Avenue, Suite350 Seattle, VyA98l27 T:2O6382,3443 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #. RFI 387 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5190 DATE: 611512020 DESCRIPTION OF CHANGE: Continue soffit on north area break wall and furr out framing with underside of GWB soffit to be at 10%0. 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $3,721.00 $186.05 -$0.05 Total Change Request $3,907.00 To the best of my knowledge and belief, I certify that all costs listed above are correct Contractor Signature Date 5,00% NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #387 - added continued soffit per RFI Page 1 of 1 RE� UEST FOR CHANGE ORDER Ref.# COR-0038 External/RCO# GC Ref# Date Feb 25, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Layout Frame Interior Hang Interior GWB Finish Tape Stock D/W - Onsite Clean -Up D/W Material 2 1/2" STUD 1 5/8" FLANGE (33MILS) 20GA 2 1/2" TRACK 1 1/4" LEG (33MILS) 20GA 1 1/2"X1 1/2" ANGLE 20 GA. (30MILS) 6" FLAT STOCK 20GA. (33MILS) 5/8" TYPE "X" DRYWALL! X58 90 DEG PAPER BEAD WITH METAL EXTRA WIDE EVEN LEG LITE ALL PURPOSE COMPOUND Equipment 19' SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges Quantity UOM Unit Total 1.50 Hrs 1.50 16.00 Hrs 16.00 5.00 Hrs 5.00 12.00 Hrs 12.00 2.00 Hrs 2.00 1.50 Hrs 1.50 Size Quantity UOM 10' 16.00 PCS 10' 1.00 PCS 10' 2.00 PCS 10' 2.00 PCS 4X12' 6 00 SHT 10' 6 00 EA BOX 4 00 EA Quantity UOM 33 00 EA Rate 77.57 72.31 73.76 70.77 72.31 72.31 Total $116.36 $1,156.96 $368.80 $849.24 $144.62 $108.47 Total Labor Unit Price 7368 LF 5196 LF 3312 LF 9708 LF 414 SQFT 364 LF 11 82 EA $2,744.45 Total $117.89 $5.20 $6.62 $19.42 $119.23 $21.84 $47.28 Total Material Unit Price 3 41 EA 5337.48 Total $112.53 Total Equipment 5112.53 Total B&O Tax .48% GL Insurance 1% $15.33 $32.10 Total Miscellaneous Charges $47.43 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: February 25, 2020 8:30 AM Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $2,744.45 $337.48 $0.00 $112.53 $47.43 $3,241.83 $479.17 $0.00 15.00% 8.00% Total: $3,721.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com CONSTRUCTION SUPPLY Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 Code 600S162-43 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 362S162-43 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 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 Per Unit Price Studs 1000 LF 1306.8 Studs 1000 LF 1640.4 Studs 1000 LF 2065.2 Studs 1000 LF 1791.6 Studs 1000 LF 2254.8 Studs 1000 LF 4317.6 Studs 1000 LF 2008.8 Studs 1000 LF 2538 Track 1000 LF 1135.2 Track 1000 LF 1459.2 Track 1000 LF 1200 Track 1000 LF 1507.2 Track 1000 LF 1888.8 Track 1000 LF 1777.2 Track 1000 LF 2104.8 Track 1000 LF 3979.2 Track 1000 LF 1651.2 Track 1000 LF 2403.6 Each 1000 LF 436.8 Each 1000 LF 625.2 Each 1000 LF 970.8 Each 1000 LF 873.6 Pieces 1 EA 0.828 Studs 1000 LF 594 Track 1000 LF 562.8 Studs 1000 LF 447.6 Track 1000 LF 954 Track 1000 LF 519.6 Studs 1000 LF 532.8 Studs 1000 LF 997.2 Studs 1000 LF 1296 Studs 1000 LF 986.4 Studs 1000 LF 1286.4 Studs 1000 LF 2580 Studs 1000 LF 2060.4 Track 1000 LF 478.8 Track 1000 LF 950.4 Track 1000 LF 1226.4 SECUR1.0-16 SECURACLP B1XW B1XW - Corner Bead B412NB B4 - 1/2" No Bead L Metal CJGWB Control Joint far GWB #093 USG AP Lite Weight All Purpose Joint Compind 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 GB X58HI X58MMR X58DURO 400CH-33 400JT-33 4 20 Gauge J Track. X1SWLGLAS 1" Fiberglass Shaftwall Liner Wallboard BULLETS Ballistic/Bullet Panel - Level 3 Bullet Strips Level 3 strips 300A300-54 3" x 3" framing angle 16 GA ONSTRUCTION SUPPLY Where customer service still has meaning. Telephone: (25 Tacoma, WA 540 East 15th Street Tacoma, WA 98422 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 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 150A150-30 1-1/2" x 1-1/2" Framing Angle 20 Gauge LF Each AMICO Security Mesh 1" x 16 Gauge SF Sheets AMICO Secure Clip 300/Carton EA Boxes LF Track LF Track LF Track LF Track LF Studs LF Studs LF Studs LF Track LF Track LF LF LF EA Box EA Box EA Rolls SF 5/8" Type X High Impact GWB SF 5/8" Type X Mold & Moisture Resistant GWB SF 5/8" Type X Cementitious Backer Bd SF 4" 20 Gauge Shaftwall Stud LF LF SF SF LF LF Boxes Boxes Boxes Sheets Sheets Sheets Sheets Studs Track Sheets Sheets Each Each 1000 LF 1044 1000 LF 1380 1000 LF 1651.2 1000 LF 2403.6 1000 LF 718.8 1000 LF 1380 1000 LF 1183.2 1000 LF 661.2 1000 LF 903.6 1000 LF 331.2 piece 95.58 container 1000 LF 364.0 1000 LF 364.0 1000 LF 364.0 container 11.82 container 11.82 container 4,8 1000 SF 414 1000 SF 1256.4 1000 SF 594 1000 SF 1098 1000 LF 1254 1000 LF 864 1000 SF 1038 piece 769.524 piece 0 1000LF 1170 NORTHWEST PARTITIONS Account Pricing *All Pricing is confidential* ;4,4m q0.g.r.,14 ,Atirt9Aptr Sales Rep: Connor Ball Ahern Rentals Cat -Class Cat/Class Description Typical Make/Model EIectdclssorL1fts Account #265218 Contact #: 425-241-8004 Effective Date:9/1/18 Rates Expire:6/30/19 Daily Weekly 4 Week 620-5745 SCISSORLIFT,19',32",ELECT Skyjack SJII13219 115 250 345 620-5754 SCISSORLIFT,26',32",ELECT Skyjack S11113226 $ 165 $ 325 $ 575 620-5755 SCISSORLIFT,26',46",ELECT SkyjackSJlll4626 $ 165 $ 325 575 620-5784 SCISSORLIFT,32',46-48",ELECT Skyjack S11114632, .ILG 3246E5 $ 185 $ 475 $ 795 All Electric Scissor Lifts larger then 32please call for quote F011WISS.1144.(4)(44':,,,,S 620-5759 SCISSORLIFT,26',68",GAS,4X4 Skyjack S.16826RT, Genie GS-2668RT $ 195 $ 450 $ 865 620-5786 SCISSORLIFT,32',68",GAS,4X4 Skyjack S16832RT, Genie GS-3268RT $ 215 $ 515 $ 990 620-5798 SCISSORLIFT,43',GAS,4X4 Skyjack 518243, Genie GS-439ORT $ 285 720 $ 1,500 620-5799 SCISSORLIFT,53',GAS,4X4 Genie GS-539ORT $ 347 $ 941 $ 2,500 All scissor lifts larger then 53' please call for quote 605-5645 FORKLIFT,3600-5000LB,15'7",YARD 605-5670 FORKLIFT,5900LB,19',TELESCOPING Yard/Warehouse Forkiifts $ 140 I $ 495 I $ 885 J Hyster H50, Yale GP050 Reach forklifts Xtreme 5919 195 595 $ 1,595 605-5675 FORKLIFT,6000LB,36',TELESCOPING Skytrak 6036 340 $ 1,175 $ 1,925 605-5683 FORKLIFT,8000LB,42',TELESCOPING XtremeXR842, Skytrak 8042 $ 365 $ 1,275 $ 2,350 605-5686 FORKLI FT,10000LB,54',TELESCOPI NG Skytrak 10054 $ 485 $ 1,575 $ 3,250 615-5711 LIFT,PERSONNEL,12',ELECT,2 MAN Personnel Li JLG 1230E5, Snorkel TM12 105 200 $ 350 615-5721 LIFT,PERSONNEL,20',DRIVABLE,ELEC JLG 20MVL, Genie GR20 $ 125 250 $ 400 600-5799 BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB om Lifts tt JLG E300AJ 200 800 $ 1,475 600-5850 BOOM,ARTICULATED,40',ELECTRIC,NARROW JLG E400AN, Genie Z40/23N 325 900 $ 1,575 600-5857 BOOM,ARTICULATED,45',ELECT 600-5852 BOOM,TELESCOPING,40',DSL,4X4 JLG E450A1, Genie 245/251 DC $ 325 900 otIvtffttciaihtbie$eVPiottaho,' , JLG 4005, Genie S40 $ 350 895 $ 1,575 1,625 600-5797 BOOM,TELESCOPING,45',DSL,W/JIB Snorkel TB47J, Skyjack S.145T $ 350 $ 895 $ 1,625 600-5866 BOOM,TELESCOPING,60',DSL,4X4 JLG 6005, Genie S60, Snorkel TB60 $ 420 $ 1,095 1,995 600-5879 BOOM,TELESCOPING,66',DSL,W/JIB,4X4 JLG 660SJ, Snorkel TB66J $ 420 $ 1,095 $ 1,995 All reach boom lifts larger then 66' please call for quote. Additional: *All pricing is in U.S. Dollars and does not includeSales Tax or Environmental Recovery Fees * Delivery and pick up will be charged at $75 each way (per truckload) on standard loads within 30 miles of the servicing Ahern branch. * Deliveries over 30 miles, requiring permit, oversized loads or outside of normal business hours may be subject to additional fees. Add $150 roundtrip delivery/pick-up fee, Environmental Fees and WSST (10.1% 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 Request for Information RFI No: 387 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: February 10, 2020 Submitted To: Steve Schmitz Submitted By: DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: RFI 387 - North Wall of Break Area with Angled Soffit Detail Discipline: Architectural Document Reference. A1.1B Spec Section: Subcontractor: Subcontractor RFI Na Question Date Required: 2/17/ 2020 There is a single framed wall with a chase wall at the Western half of the North Break Area wall. The RCP shows an angled soffit full length of this wall 4/A6.1 shows us a section through the chase wall location but at the Eastern half. With no chase wall here the steel beam will be exposed. Please provide a detail on how this soffit will follow the full length of this North wall at the non -chase wall location. Answer Provide continuous soffit similar to 45/A7.2 in this ocation. Furr out framing with underside of GWB soffit to 10',-0" See ASK 387.1 for detail. Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 Outgoing RFI NORTHWEST PARTITIONS Job Name: Tukwila Justice Center RFI # RF-00027 GC # Date Feb 07, 2020 Job # 2066 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 REFERENCE: DRAWING NO. A1.1B SUBJECT: North wall of break area with angled soffit detail. DRAWING NO. 4/A6.1 INFORMATION NEEDED: Please see the north wall of break area, this has a single framed wall with a chase wall only at the western half. The RCP shows angled soffit full legth of this wall. 4/A6.1 shows us a section thru the chase wall location but at the eastern half with no chase wall the steel beam is exposed. Can you provide a detail on how this soffit will follow the full length of this north wall at the non -chase wall location? Thank you, RECOMMENDATION RESPONSE: DOCUMENTS: 20006 - 144th Avenue NE, Woodinville, WA 98072 T 425-375-2500 F 425-375-2540 Intp://vvww.nwpart.com 211 113' - 6" Section 35 ALIGN FACE WITH BUILT-IN BENCH :Level01 100'-0' SCALE: 3/8" = 1'-0" DLR engineering .Planning Int 387 12 ASK 387 TUKWILAJUSTICE CENTER CITY OF TUKWILA Attachment No. to Dated: The green laser light represents the interior face of the north wall. How will the above soffit transition here? BNBuilders July 9, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI #399_Window Returns at Structural Steel West Side of B Dear Ethan, BNBuilders hereby submits our proposal for RFI #399_Window Returns at Structural Steel West Side of B. The total proposal of this subject work is five thousand and thirty-three dollars $5,033.00. 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 5192 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseal.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschrnitzdIrqroup.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 PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI #399 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: Added framing, GWB and finish for steel concealment. COP #: 5192 DATE: 71912020 !BP 09.20 Northwest Partition 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $4,793.001 $4,793.00 $239.65 $0.35 Total Change Request $5,033.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5.00% NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #399 - added framing, GWB, & finish for steel concealment Page 1 of 1 E UEST FOR CHANGE ORDER Ref.# COR-0044 External/RCO# GC Ref# Date Mar 18, 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 D/W Material 5/8" TYPE "X" DRYWALLI X58 90 DEG PAPER BEAD WITH METAL EXTRA WIDE EVEN LEG LITE ALL PURPOSE COMPOUND 2 1/2" TRACK 1 1/4" LEG (33MILS) 20GA 2 1/2" STUD 1 1/4" FLANGE (33MILS) 20GA 6" TRACK 1 1/2" LEG (43MILS) 18GA 8" TRACK 1 1/4" LEG (54MILS) 16GA 1 1/2"X1 1/2" ANGLE 20 GA. (33MILS) Equipment 19' SCISSOR LIFT-2WD ELEC - JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges Quantity UOM Unit Total Rate 3.00 Hrs 3.00 77.57 20.00 Hrs 20.00 72.31 9.00 Hrs 9.00 73.76 13.00 Hrs 13.00 70.77 2.00 Hrs 2.00 72.31 3.00 Hrs 3.00 72.31 Size Quantity UOM 4'X125.00 SHT 12' 7.00 EA BOX 4.00 EA 10' 2.00 PCS 8' 5.00 PCS 10' 8.00 PCS 10' 1.00 PCS 10' 25.00 PCS Quantity UOM 26 00 EA Total $232.71 $1,446.20 $663.84 $920.01 $144.62 $216.93 Total Labor $3,624.31 Unit Price 414 SQFT 364 LF 11 82 EA 5196 LF 4476 LF 1 20 LF 1 732 LF 3312 LF Total $99.36 $30.58 $47.28 $10.39 $17.90 $96.00 $17.32 $82.80 Total Material Unit Price 3 41 EA $401.63 Total $88.66 Total Equipment $88.66 Total B&O Tax .48% GL Insurance 1% $19.75 $41.34 Total Miscellaneous Charges $61.09 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 18, 2020 2:45 PM Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $3,624.31 $401.63 $0.00 $88.66 $61.09 $4,175.81 $617.19 $0.00 15.00% 8.00% Total: $4,793.00 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 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/ "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 Per Unit Price Studs 1000 LF Studs 1000 LF Studs 1000 LF Studs 1000 LF Studs 1000 LF Studs 1000LF Studs 1000 LF Studs 1000 LF Track 1000 LF Track 1000 LF Track 1000 LF Track 1000 LF Track 1000 LF Track 1000 LF Track 1000 LF Track 1000 LF Track 1000 LF Track 1000 LF Each 1000 LF Each 1000 LF Each 1000 LF Each 1000 LF Pieces 1 EA Studs 1000 LF Track 1000 LF Studs 1000 LF 447.6 Track 1000 LF 954 1000 LF 519.6 Studs 1000 LF 532.8 Studs 1000 LF 997.2 Studs 1000 LF 1296 Studs 1000 LF 986.4 Studs 1000 LF 1286.4 Studs 1000 LF 2580 Studs 1000 LF 2060.4 Track 1000 LF 478.8 Track 1000 LF 950.4 Track 1000 LF 1226.4 Track 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 STEELER CONSTRUCTION SUPPLY Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 362T125-54 362T250-33 362T250-54 362T250-68 6005125-30 6005125-33 6005162-33 600T125-30 600T125-33 150A150-30 SECUR1.0-16 SECURACLP B1XW B412NB CJGWB LWAP LWTAPING PTAPE X58 X58H1 X58MMR X58DURO 400CH-33 400JT-33 X1SWLGLAS BULLETS Bullet Strips 300A300-54 3-5/8" 16 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 2-1/2" Leg 3-5/8" 16 Gauge Track w/ 2-1/2" Leg 3-5/8" 14 Gauge Track w/ 2-1/2" Leg 6" 20 Gauge Stud 6" 20 Gauge Stud 6" 20 Ga Stud w/ 1-5/8" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 1-1/2" x 1-1/2" Framing Angle 20 Gauge AMICO Security Mesh 1" x 16 Gauge AMICO 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 Chris Ayers From To: Chris- Here you go RevecaFranco <^ Tuesday, February 11'202U6:59AM Chris Ayers; Terry Henry RE: Tukwila Justice Center steel pricing request ASAP From: Chris Ayers [mxdto:ChhsA@nwpartzom] Sent: Tuesday, Februaryl1 20206:37AM To: Terry Henry «HenryT@htee|er.comx Cc: RevecaFranco «F,encoR@steo|e,.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. 8OOSlZ5-541Z'Zpieces Thank you, NORTH- EST PARTITIONS SENIOR PM/ESTIMATOR 2OOQ8144thAve NE, Woodinville, yVA08O72 ChrisA(a)nwp d.com �Let's go GREEN, save the planet! '(Please donot print email, unless you need it.) Click here |oreport this email ao«paim. This enlail was scanned by Bitclel'ender This email message,including any attachments, iofor sole use of the intended recipient and may contain confidential and privileged information. Any unauthorized review, use, disclosure, or distribution is prohibited. NORTHWEST PARTITIONS Sales Rep: Connor Ball Ahern Rentals Cat -Class Cat/Class Description 620-5745 SCISSORLIFT,19',32",ELECT Account Pricing *All Pricing is confidential* Typical Make/Model Account #265218 Contact it 425-241-8004 Effective Date:9/1/18 Rates Expire: 6/30/19 Daily Weekly 4 Week Electric Scissor lifts Skyjack 511113219 250 345 620-5754 SCISSORL1FT,26',32",ELECT Skyjack S.11113226 165 $ 325 $ 575 620-5755 SCISSORL1FT,26',46",ELECT Skyjack 511114626 165 $ 325 $ 575 620-5784 SCISSORLIFT,32',46-48",ELECT Skyjack SJII14632, JLG 3246E5 $ 185 475 $ 795 620-5759 SC1SSORLIFT,26',68",GAS,4X4 All Electric Scissor Lifts larger then 32' please call for quote Skyjack SJ6826RT, Genie GS-2668RT $ 195 $ 450 $ 865 620-5786 SCISSORL1FT,32',68",GAS,4X4 Skyjack 516832RT, Genie GS-3268RT 215 $ 515 $ 990 620-5798 SCISSORLIFT,43',GAS,4X4 Skyjack 5.18243, Genie GS-4390RT $ 285 $ 720 $ 1,500 620-5799 SCISSORL1FT,53',GAS,4X4 Genie GS-5390RT $ 347 $ 941 $ 2,500 All scissor lifts larger then 53' please call for quote 605-5645 IFORKLIFT,3600-5000LB,15'7",YARD 605-5670 FORKLIFT,5900LB,19',TELESCOPING Yard/Warehouse Forkiifts jHyster H50, Yale GP050 Reach Forhlifts Xtreme5919 $ 140 1 $ 495 $ 885 195 595 $ 1,595 605-5675 FORKLIFT,6000LB,36',TELESCOPING Skytrak 6036 $ 340 $ 1,175 $ 1,925 605-5683 FORKLIFT,8000LB,42',TELESCOPING XtremeXR842, Skytrak 8042 365 $ 1,275 $ 2,350 605-5686 FORKLIFT,10000LB,54',TELESCOPING Skytrak 10054 485 $ 1,575 $ 3,250 615-5711 615-5721 LIFT,PERSONNEL,12',ELECT,2 MAN LIFT,PERSONNEL,20',DRIVABLE,ELEC Persannel Lifts JLG 1230E5, Snorkel TM12 JLG 20MVL, Genie GR20 $ 105 $ 200 $ 125 $ 250 $ 350 400 600-5799 BOOM,ARTICULATED,30',NARROW,ELEC, W/JIB JLG E300A1 Eiectric $ 200 $ 800 $ 1,475 600-5850 BOOM,ARTICULATED,40',ELECTRIC,NARROW JLG E400AN, Genie 240/23N $ 325 $ 900 $ 1,575 600-5857 600-5852 BOOM,ARTICULATED,45',ELECT BOOM,TELESCOPING,40',DSL,4X4 JLG E450A1, Genie Z45/25J DC JLG 4005, Genie S40 $ 325 350 $ 900 $ 895 $ 1,575 $ 1,625 600-5797 BOOM,TELESCOPING,45',DSL,W/JIB Snorkel TB47J, Skyjack 5145T $ 350 $ 895 $ 1,625 600-5866 BOOM,TELESCOPING,60',DSL,4X4 JLG 600S, GenieS60, Snorkel T860 $ 420 $ 1,095 $ 1,995 600-5879 BOOM,TELESCOPING,66',DSL,W/118,4X4 JLG 660SJ, Snorkel TB66.1 420 $ 1,095 $ 1,995 All reach boom lifts larger then 66' please call for quote. Additional: * All pricing is in U.S. Dollars and does not includeSales Tax or Environmental Recovery Fees * Delivery and pick up will be charged at $75 each way (per truckload) on standard loads within 30 miles of the servicing Ahern branch. * Deliveries over 30 miles, requiring permit, oversized loads or outside of normal business hours may be subject to additional fees. Add $150 roundtrip delivery/pick-up fee, Environmental Fees and WSST (10.1% 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 Request for Information RFI No: 399 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: February 19, 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: Window Returns at Structural Steel West Side of B Discipline,: Architectural Document Reference A1.1B, 32/A10.1, 44/A7.3, 44/A7.2 Subcontractor: Northwest Partitions Spec Section: Subcontractor RFI Na Question Date Required: 2/26/ 2020 The soffit per wall section 44/A7.3 stops at the Break Area and there is no soffit going South per wall section 44/A7.2. No soffit here will leave some of the structural steel exposed and will provide no way to return the drywall at the window sill per32/A10.1. Please see attached and advise how we should finish this location out. Answer Conceal structural steel with furring and gwb. See attached sketch 399.1, 399.2 Steve Schmitz - DLR Group Answered by: Date Answered: 02/21 /2020 Copies To: Company & Contact Fax Notes Page 1 of 1 N H? w Y m w K x Ox ¢ul Ow xZ}J UJ 1J m, I1. UZ I-x 0OQO2.12 C'a 8 I_"wOwO3O�I-n.¢d ~w,0 o- umxoLL Sm -0a = Ja22me2zm m -0Eu lv, Ii SCALE: 3' =1'-0' IMENINNOb NMI 111111111111111 4D ASK 398.1 Furr out Hat channels 118'-0" 6" H GWB Guard Ip Guardrail 113'-6" ASK 398.2 t Furr Out Hat channels 118'-0" Guardrail Level 02 113'-6" BNBuilders June 18, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 451 - South Site Camera Pole Relocation Dear Ethan, In accordance with RFI 451 dated 4/24/2020, BNBuilders hereby submits our proposal to trench and backfill NE corner of South lot for new electrical conduit. The total proposal of this subject work is Three Thousand Two Hundred Twelve dollars $3,212. 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 5195 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 #: RFI 451 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5195 DATE: 611812020 DESCRIPTION OF CHANGE: trench and backfill NE corner of South lot for new electrical conduit. BP 31,00 Iliad $3,059.00 st-tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment $3,059.00 $0.00 $152.95 $0.05 Total Change Request $3,212.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 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% DIRECT WORK Cost Event #: CP #: Document #: Date: 81 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) 1,530 956 2,486 11. SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) H. Subtotal Subcontractor Costs Direct Cost Fee $ $ $ $ - $ - $ III FEE Breakdown Per Contract A. Fee on Direct Work (Item E) 15% 372.89 B. Fee on Subtier Subcontractor Direct Costs (Item H) 8% IV. SUBTOTAL SUBTOTAL (Total of Parts I, II, Ill Above) Liability Insurance 5.80% $ 2,859 166 Bond Costs 1% 34.31 V. TOTAL TOTAL (Total of Parts I, II, III, IV Above) VI. UNIT PRICE TOTAL TOTAL 3,059 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 $/Unit Costs D. Contract Una Price Unit Prices Cost 0/hour Cost S/Unit Costs Operator 8 71.46 $ 572 - $ - $ - Laborer 8 59.91 $ 479 $ - - Laborer 8 59.91 479 Kobelco 85 Excavator 8 5 - - 33.93 $ 271 $ - Loader 8 - 44.12 $ 353 Tool Truck 8 $ - - 8.04 0 64 - Rotary Grade laser Plate Compactor 8 9.97 $ 80 8 .. $ - 23.40 $ 187 $ - $ - $ - $ - - $ - - - - $ - - - - $ - - 0. - $ - - $ - $ - $ - - - 0 .. $ - - - $ - $ - $ - $ - $ - - $ - - - $ - 0 - $ - - - $ - $ - $ - - $ - t $ - $ - - - $ - - - - 5. - 0 - $ - $ - $ - Total Cost of Work A. Total Cost of Unit Price Work $ 1,530 B. $ - C. $ 956 D.11--274-6-r GroupDLR oI-Rsnmp sVssssTuOm: ANSwEm FROM -wxMs�_� ' Michelle lavan ro City ofTukwila Justice Center 73-17158-00 T]CRFI#4S1_SouU1Site Camera Pole Location Conflicts RFI Answered 4/24Z02O 451 02278 Info Exchange Please reference SE1.OA with utility overlay. The current placement of the camera pole is shown directly over an existing waterline. Please provide new location of camera pole. |fwemove the pole too far east into the planting area, werun the potential ofhitting the gas line. Response (Answered) from: David Valdez (mmmSystems Design, uLQ RN Response: Relocate camera pole asshown onthe attached pdfsite plan. Coordinate pole relocation and power requirements with the Division 26contractor. | compAmv !� ' |DLRGrnup NA ME Me conp»mY Bill Brown BNBuilders `Shie|s{]b1etz Johnsen Ethan Bernau | nn1 ]ethanb@scjeea.cnnn ponmE 206-461- pxomc206-382-3443 � | | 205^838-3705 Page 1of2 mAms Geri Urbas Jeff Clark Miche||e]avan Steven Schmitz - - TarasYonennchuk DESCRIPTION OF CONTENTS com - wp«mv BNBuilders BNBuildere DLRGrVup DLR Group BNBuilders o swz� !_ | geh.urb8s@bnbu|ders.c pm ]effJClark@bnbui|ders.c |om sschm|tz@dlrgmup.com � i tamchuk@hnbui OTv ' u�Tsu TITLE -- - - --�F � ��- — — Site TIC RE #*51_Gnuth B 1 / 4/16/2020 Camera Pole Location nsDlit-tai 4/24/2020 02278 pxows 206-382-3443 206-382-3443 ZO6-461- 6U6Su736V6S ZO6-461 6O44x73-6U44 � - _ _- 206-382-3443 NUMBER SCALE SIZE Page Znf2 Request for Information RFI No: 451 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: April 16, 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: South Site Camera Pole Location Conflicts Discipline: Electrical Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor: Valley Electric Co. Subcontractor RFI No: 52 Question Date Required: 4/23/2020 Please reference SE1.OA with utility overlay. The current placement of the camera pole is shown directly over an existing waterlin Please provide new location of camera pole If we move the pole too far east into the planting are we run the potential of hitting the gas line. Answer RN Response: Relocate camera pole as shown on the attached pdf site plan. Coordinate pole relocation and power requirements with the Division 26 contractor. Answered by: David V. [R&N] Date Answered: 04/22/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 VALLEY 'The Electrical Solution" REQUEST FOR INFORMATION GENERAL CONTRACTOR RFI NUMBER: TO: BNB PROJECT: Tukwila Justice Center ATTN: JOB NUMBER: ITEM: 19146 Camera Pole Location Conflict REQUEST NUMBER: SPEC SECTION: DRAWING(S): 052 SE1.0A DESCRIPTION OF REQUEST The modeled camera pole located at the NE corner of the south site is in conflict with nearby water and gas lines. Valley recommends shifting the pole 6' east to the center of the planter area. Please confirm if this is acceptable. RECOMMENDATION POSSIBLE COST IMPACT In order to maintain project schedules, we request this information within 7 days. In the event that we are not in receipt of the required information within the specified time, we cannot be responsible for delays or extra costs resulting there from. SIGNED: Collin Tuthill DATE: 4/15/20 OWNER REPRESENTATIVE'S RESPONSE RECEIVED: APPROVED: DATE: DATE: VALLEY ELECTRIC COMPANY OF MT. VERNON, INC. 1100 MERRILL CREEK PARKWAY EVERETT, WA 98203 425.407.0832 NDIS3a S6V31SAS ' 1IMW11 dO dJI aalN30 3NIlsnr V1IMNnl 0 to 0 2 cc w J w w ONBullders July 2, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for AES Fire Alarm Radio Monitoring Dear Ethan, In accordance with the email directive dated 6/25/2020, BNBuilders hereby submits our proposal to provide and install the AES fire alarm radio monitoring. Please note that this proposal does not include the cost to provide/install an additional antenna required to strengthen the AES radio signal. After the installation of the AES radio, if a stronger radio signal is needed, this additional cost will be tracked in a separate proposal. The total proposal of this subject work is Three Thousand Three Hundred Forty Four dollars $3,344. 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 5203 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 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: provide and install the AES fire alarm radio monitoring. CCD/ASI #: email directive COP #: 5203 DATE: 6/3012020 BP 26.00 Valley $3,184,70 lst-tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment $3,184.70 $0.00 $159,24 $0.06 Total Change Request $3,344.00 To the best of my knowledge and belief, certify that all costs listed above are correct Contractor Signature Date "The Electrical Solution"A, VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021 1-05 PROPOSAL DESCRIPTION: Addition of AES Radio Transmitter Panel per request. SL # DATE 6/29/2020 Addendum# VE JOB # 19146 Time Ext Rqrd (days): 1 RFI# VE CP # 033 Self Performed Work LABOR COST 8.00 hrs $96.12 $ 768.96 SUPERVISION 0.0% Ibr $ - SAFETY 0.0% Ibr $ SMALL TOOLS 0.0% Ibr $ MATERIAL COST $ EQUIPMENT COST 24Scissor Lift Month SUBTOTAL COST: OH & PROFIT- SELF 15.0% Subcontractor Quotes Siemens Quote 2,130.00 (does not include Quote 660 for antenna) Quote SUBTOTAL DIRECT COST QUOTES: OH & PROFIT - SUBS 8.0% Bond Permit Fee BIM hrs $ 85.00 $ 768.96 115.34 $ -27790700— 2,130.00 223.20 170.40 TOTAL CHANGE PRICE: $ 37898:00 NOTE: 1) Proposal valid for acceptance within 30 days. 2) While Valley Electric considers our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensation at a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric at the time of settlement on this change. 3) This construction change has been estimated using the drawings furnished; an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, has not been performed. 4) Permit costs are specifically excluded. Should this change, or it become necessary to procure/pay for an increased permit fee this would become an added cost to the change price reflected above. Our proposal amount does not include the following: - Overtime / Shift Work - Fireproofing Repairs - Concrete/GVVB Repairs - Shutdown Costs - Painting and Patching 3,184.70 Valley ElectriDs:t, ri19146 Def tied LeborNedl aierial Bredkdown Labor U Total Mat($) Total Hours INSix' ND TEST DEVICE 19" 46 - CP #03 0 lio Monitoring. E $0 00 8.00' SUB COORDINATION (As Needed) 0 1 E $0 00 0.00' POSTING/RECORD DWGS 0 0.4 E $000 0.00 CLEAN UP (.5% Lbr) 0 0.04 E $0.00 0.00 TESTING (.75% Lbr) 0 0.06 E $0.00 0.00 WARRANTY (As Needed) 0 0.08 E $0.00 0.00 Totals: $0.00 8 CONFIDENTIAL Proposal Date: 08/25/20 Project: Tukwila Justice Center Change -Order 1 Siemens Industry, Inc. is pleased to provide the following Fire Alarm System change -order proposal. Fire Alarm — Equipment Add/Alternate QUANTITY 1 DESCRIPTION ModuleRelay Dual Monitoring Module Single Input Monitor Module 4-Point Input/Output Module Horn/Strobe Strobe Only AESRadio Transmitter Panel DESIGN PM TECH Project Management Labor Fire Alarm System Design Labor Software Programming, Pre -Test ondFire Marshal Test Labor -EquNmmmnt DESCRIPTION 5dbAntenno 25' Cob|o Siemens Industry, Inc. Restricted SCOPE OFWORK: -Provide new fire alarm AE8Radio Communicator -Provide new fire alarm devices for monitoring ofRadio Status -4DDA\LT:Provide high gain antenna iyneeded for signal strength -Engineering for updated plans -Programming time included -Project management dmeinc|uded -Fees for Permit/Plan Review Re -submittal for City of Kent/Regional Fire Authority CLARIFICATIONS: -Electrical contractor shall install all wiring and conduit. -Electrical contractor shall install all field devicey, backboxon, and field terminations. -Siemens fire alarm drawings may require signature and stamping by architect, mechanical engineer of record, and electrical engineer ofrecord for the project before submittal to local AHJ.this stamping shall bafree ofcharge 'toSiemens. -Any additional signageorilluminated pointing required by local AHJshall be by others. -Working CAD files of the building backgrounds shall be provided to Siemens. -All B|K8/3DCAD shall beprovided byothers. Siemens shall present 2Odrawings for this project. ~4U work is assumed to take place under 1 single phase of construction and e single pre -test and final inspection with |nnm|AHJ. -A|| work to take place during normal business hours 8AK8 — 5PN1 K800daythm Friday. 'So|ea tax has been excluded. EXCLUSIONS: 'Conduit/wire. -Device installation. '12Qy. 'DA8. '3rdparty smoke control consultant. -PE stamping 'B|W1/3DCAD. -Insurance/bonding. 'Cnntno| Station monitoring (separate contract) -Sales Tax. Siemens Industry, Inc. proposes tufurnish the above, subject toour standard Terms & Conditions ofSale, for the sum of: FIRE ALARM CHANGE -ORDER TOTALS: Chanoe'QnderAdd/Alt (Hi-3oinAntenna): $2,130.00 Payment terms are Net 3Odays from Invoice. Any alteration ordeviation from the above involving additional costs will be performed only following acceptance bySiemens Industry, Inc. nfpurchasers' written order and will become additional cost topurchaser xdSiemens Industry, Inc. then current charges. This proposal may be withdrawn by Siemens Industry, Inc. if not accepted within 30 days from the date shown above. Siemens Industry, Inc. Building Technologies Division Restricted INSTALLATION TERMS AND CONDITIONS (REV. 10/09) These Terms and Conditions are incorporated by reference and form an integral part of each proposal or agreement between Siemens Industry, Inc., Building Technologies Division. ("SIEMENS") and the party for whom the Work is to be performed ("Customer"). The portions of each proposal or agreement relating to "Scope of Work" or "Proposed Solution" (in either case "Scope"), together with these Terms and Conditions, are collectively referred to as the "Agreement". Article 1: General 1.1 (a) The Agreement, when accepted in writing by Customer and approved by an authorized representative of SIEMENS, constitutes the entire, complete and exclusive agreement between the parties relating to the services ("Services") and the equipment ("Equipment") to be provided by SIEMENS as described in the Scope (such Services and Equipment collectively referred to as "Work") and shall supersede and cancel all prior agreements and understandings; written or oral, relating to the subject matter of the Agreement. The Agreement and any rights or obligations thereunder may not be assigned by either party without the prior written consent of the other, except that either party may assign this Agreement to its affiliates and SIEMENS may use subcontractors in the performance of the Work. (b) The terms and conditions of this Agreement shall not be modified or rescinded except in writing, signed by an authorized representative of SIEMENS. SIEMENS' performance under this Agreement is expressly conditioned on Customer's assenting to all of the terms of this Agreement, notwithstanding any different or additional terms contained in any writing at any time submitted or to be submitted to SIEMENS by Customer relating to the Work. c) The terms and conditions set forth herein shall supersede, govern and control any conflicting terms of the Proposed Solution or the Proposal. d) " Nothing contained in this Agreement shall be construed to give any rights or benefits to anyone other than the Customer and SIEMENS without the express written consent of both parties. All obligations arising prior to this Agreement and all provisions of this Agreement allocating responsibility or liability between the parties shall survive the completion of the Work and the termination of this Agreement. 1.2 This Agreement shall be governed by and enforced in accordance with the laws of the State of Illinois. All claims or disputes arising under this Agreement shall be litigated in the State, Commonwealth, or Province in which the Work is being provided to Customer hereunder. Article 2: Work by SIEMENS 2.1 SIEMENS will perform the Work expressly described in this Agreement and in any work release documents or change orders that are issued under this Agreement and signed by the parties: The Work performed by SIEMENS shall be conducted in a manner consistent with the degree of care and skill ordinarily exercised by reputable firms performing the same or similar work in the same locale acting under similar circumstances and conditions. 2.2 SIEMENS shall perform the Work during its normal working hours, Monday through Friday, excluding holidays, unless otherwise agreed herein. 2.3 SIEMENS is not required to conduct safety or other tests, install new devices or equipment or make modifications to any Equipment beyond the Scope set forth in this Agreement. Any Customer request to change the Scope or the nature of the Work must be in the form of a mutually agreed change order, effective only when executed by all parties hereto. 2.4 All reports and drawings specifically prepared for and deliverable to Customer pursuant to this Agreement ("Deliverables') shall become Customer's property upon full payment to SIEMENS. SIEMENS may retain file copies of such deliverables. All other reports, notes, calculations, data, drawings, estimates, specifications, manuals, other documents and all computer programs, codes and computerized materials prepared by or for SIEMENS are instruments of SIEMENS' work ("Instruments") and shall remain SIEMENS' property. To the extent specified in the Scope, Customer, its employees and agents ("Permitted Users") shall have a right to make and retain copies of Instruments except uncompiled code,: and to use all Instruments, provided however; the Instruments shall not be used or relied upon by any parties other than Permitted Users, and such use shall be limited to the particular Work and location for which the Instruments were provided. All Deliverables and Instruments provided to Customer are for Permitted Users' use only for the purposes disclosed to SIEMENS, and Customer shall not transfer them to others or use them or permit them to be used for any extension of the Work or any other project or purpose, without SIEMENS' express written consent. Any reuse of Deliverables or Instruments for other work or locations without the written consent of SIEMENS, or use by any party other than Permitted Users will be at Permitted Users' risk and without liability to SIEMENS; and Customer shall indemnify, defend and hold SIEMENS harmless from any claims; losses or damages arising therefrom. 2.5'Customer acknowledges that SIEMENS, in the normal conduct of its business, may use concepts and improved skills and know-how developed while performing other contracts: Customer acknowledges the benefit which may accrue to it though this practice, and accordingly agrees that anything in this Agreement notwithstanding, Siemens may continue, without payment of a royalty, this practice of using concepts and improved skills and know-how developed while performing this Agreement. 2.6 SIEMENS shall be responsible for any portion of the Work performed by any subcontractor of SIEMENS. SIEMENS shall not have any responsibility, duty or authority to direct, supervise or oversee any contractors of Customer or their work or to provide the means, methods or sequence of their work or to stop their work. SIEMENS' work and/or presence at a site shall not relieve others of their responsibility to Customer or to others. SIEMENS shall not be liable for the failure of Customer's contractors or others to fulfill their responsibilities, and Customer agrees to indemnify, hold harmless and defend SIEMENS against any claims arising out of such failures Article 3: Responsibilities of Customer 3.1 Customer, without cost to SIEMENS, shall; (a) Designate a contact person with authority to make decisions for Customer regarding the Work and provide SIEMENS with information sufficient to contact such person in an emergency. If such representative cannot be reached, any request for work received from a person located at Customer's premises will be deemed authorized by Customer, and SIEMENS will, in its discretion, act accordingly.; (b) Provide or arrange for reasonable access and make all provisions for SIEMENS to enter any site where Work is to be performed; (c) Permit SIEMENS to control and/or operate all facility controls, systems, apparatus, equipment and machinery necessary to perform the Work; (d) Furnish SIEMENS with all available information pertinent to the Work; (e) Furnish SIEMENS with all approvals, permits and consents from government authorities and others as may be required for performance of the Work except for those SIEMENS has expressly agreed in writing to obtain; (f) Notify SIEMENS promptly of any site conditions requiring special care, and provide SIEMENS with any available documents describing the quantity, nature, location and extent of such conditions; (g) Comply with all laws and provide any notices required to be given to any govemment authorities in connection with the Work, except such notices SIEMENS has expressly agreed in writing to give; (h) Provide SIEMENS with Material Safety Data Sheets that conform to OSHA requirements related to all Hazardous Materials located at the site; Siemens Industry, Inc. Restricted 3 Building Technologies Division (i) Fumish to SIEMENS any contingency plans related to the site; and (j) Furnish the specified operating environment, including without limitation, suitable, clean, stable, properly conditioned electrical power to all Equipment telephone lines, capacity and connectivity as required by such Equipment and heat, light, air conditioning and other utilities in accordance with the specifications for the Equipment. 3.2 Customer acknowledges that the technical and pricing information contained in this Agreement is Restricted and proprietary to SIEMENS and agrees not to disclose it or otherwise make it available to others without SIEMENSexpress written consent. 3.3 Customer acknowledges that it is now and shall at all times remain in control of the project site. Except as expressly provided herein, SIEMENS shall not be responsible for the adequacy of the health or safety programs or precautions related to Customer s activities or operations, Customer's other contractors, the work of any other person or entity, or Customer's site conditions. SIEMENS is not responsible for inspecting, observing, reporting or correcting health or safety conditions or deficiencies of Customer or others at Customer's site. So as not to discourage SIEMENS from voluntarily addressing health or safety issues at Customer's site, in the event SIEMENS does address such issues by making observations, reports, suggestions or otherwise, SIEMENS shall not be liable or responsible on account thereof. 3.4 Customer is solely responsible for any removal, replacement or refinishing of the building structure or finishes that may be required to gain access to the Work. 3.5 Customer shall properly dispose of all ballasts, mercury bulb thermostats, used oil, contaminated filters, contaminated absorbents, refrigerant and any other Hazardous Materials that at any time are present at Customer's premises, in accordance with all applicable federal, state, and local laws, regulations, and ordinances. Article 4. Changes; Delays; Excused Performance 4.1 As the Work is performed, conditions may change or circumstances outside SIEMENS' reasonable control (including changes of law) may develop which would require SIEMENS to expend additional costs, effort or time to complete the Work, in which case SIEMENS will notify Customer and an equitable adjustment will be made to SIEMENS' compensation and time for performance. In the event conditions or circumstances require the Work to be suspended or terminated, SIEMENS shall be compensated for Work performed and for costs reasonable incurred in connection with the suspension or termination. 4.2 SIEMENS shall not be responsible for loss, delay, injury, damage or failure of performance that may be caused by circumstances beyond its control, including but not sodocoClasPlaceholder to acts or omissions by Customer or its employees, agents or contractors, Acts of God, war, civil commotion, acts or omissions of government authorities, fire, theft, corrosion, flood, water damage, lightning, freeze -ups, strikes, lockouts, differences with workmen, riots, explosions, quarantine restrictions, delays in transportation, or shortage of vehicles, fuel, labor or materials. In the event of such delay or failure, the time for performance shall be extended by a period equal to the time lost plus a reasonable recovery period and the compensation shall be equitably adjusted for additional costs SIEMENS incurs due to such delay. Article 5: Compensation 5.1 SIEMENS shall be compensated for the Work at its prevailing rates and reimbursed for costs and expenses (plus reasonable profit and overhead)incurred in its performance of the Work All other services, including but not limited to the following, shall be separately billed or surcharged on a time and materials basis: (a) emergency work performed at Customer s request if inspection does not reveal any deficiency covered by the Agreement*, (b) work performed other than during SIEMENS' normal working hours; and, (c) work performed on equipment not covered by the Agreement. 5.2 SIEMENS may invoice Customer on a monthly or other progress billing basis. Invoices are due and payable upon receipt or as otherwise set forth in the Agreement. If any payment is not received when due, SIEMENS may deem Customer to be in breach hereof and may enforce any remedies available to it hereunder or at law, including without limitation, acceleration of payments and suspension or termination of the Work at any time and without notice and shall be entitled to compensation for the Work previously performed and for costs reasonably incurred in connection with the suspension or termination. In the event any payment due hereunder is not made when due, the Customer agrees to pay, on demand, as a late charge, one and one-half percent (1.5%) of the amount of the payment per month, limited by the maximum rate permitted by law, of each overdue amount (including accelerated balances) under the Agreement Customer shall reimburse SIEMENS for SIEMENS' costs and expenses (including reasonable attorneys' and witnesses' fees) incurred for collection under this Agreement. In the event of a dispute by Customer regarding any portion or all of an invoiced amount, it shall notify SIEMENS in writing of the amount in dispute and the reason for its disagreement within 21 days of receipt of the invoice, the undisputed portion shall be paid when due, and interest on the disputed, unpaid portion shall accrue as aforesaid, from the date due until the date of payment, to the extent that such amounts are finally determined to be payable to SIEMENS. 5.3 Except to the extent expressly agreed in writing, SIEMENS' fees do not include any taxes, excises, fees, duties or other government charges related to the Work, and Customer shall pay such amounts or reimburse SIEMENS for any amounts it pays. If Customer claims a tax exemption or direct payment permit, it shall provide SIEMENS with a valid exemption certificate or permit and indemnify, defend and hold SIEMENS harmless from any taxes, costs and penalties arising out of same. Article 6: Warranty, Insurance and Allocation of Risk 6.1 (a) Until one year from either the date the Equipment is installed or the date of first beneficial use, whichever first occurs, all Equipment manufactured by SIEMENS or bearing its nameplate will be free from defects in material and workmanship arising from normal use and service. (b) Labor for all Work under this Agreement is warranted to be free from defects for ninety (90) days after the earlier of the date the Work is substantially completed or the date of first beneficial use. 6.2 (a) The limited warranties set forth in Section 6.1 will be void as to, and shall not apply to, any Work (i) repaired, altered or improperly installed by any person other than SIEMENS or its authorized representative; (ii) subjected to unreasonable or improper use or storage, used beyond rated conditions, operated other than per SIEMENS' or the manufacturer's instructions, or otherwise subjected to improper maintenance, negligence or accident (iii) damaged because of any use of the Work after Customer has, or should have, knowledge of any defect in the Work or (iv) Equipment not manufactured, fabricated and assembled by SIEMENS or not bearing SIEMENS' nameplate. However, SIEMENS assigns to Customer, without recourse, any and all assignable warranties available from any manufacturer, supplier, or subcontractor of such Equipment and will assist Customer in enforcement of such assigned warranties. (b) Any claim under the limited warranty granted above must be made in writing to SIEMENS within thirty (30) days after discovery of the claimed defect unless discovered directly by SIEMENS. Such limited warranty only extends to Customer and not to any subsequent owner of the Equipment. Customer's sole and exclusive remedy for any Work not conforming with this limited warranty is limited to, at SIEMENS' option, (i) repair or replacement of defective components of covered Equipment, or (ii) reperformance of the defective portion of the Work (c) SIEMENS shall not be required to repair or replace more than the component(s) of the Equipment actually found to be defective. SIEMENS' warranty liability shall not exceed the purchase price of such component(s) Repaired or replaced Equipment will be warranted hereunder only for the remaining portion of the original warranty period. Siemens Industry, Inc. Restricted 4 Building Technologies Division 6.3 THE EXPRESS LIMITED WARRANTIES PROVIDED ABOVE ARE IN LIEU OF AND EXCLUDE. ALL OTHER WARRANTIES, STATUTORY, EXPRESS, OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE; WHICH ARE HEREBY EXPRESSLY DISCLAIMED: SIEMENS MAKES NO WARRANTY, EXPRESS OR IMPLIED, THAT ANY EQUIPMENT PROVIDED HEREUNDER WILL PREVENT ANY LOSS, OR WILL IN ALL CASES PROVIDE THE PROTECTION, FOR WHICH IT IS INSTALLED OR INTENDED. THE LIMITED EXPRESS WARRANTIES AND REPRESENTATIONS SET FORTH IN THIS AGREEMENT MAY ONLY BE MODIFIED OR SUPPLEMENTED IN A WRITING SIGNED BY A DULY AUTHORIZED CORPORATE OFFICER OF SIEMENS. 6.4 SIEMENS shall maintain the following insurance while performing the Work Workers' Compensation Statutory Employers' Liability $1,000,000 each accident Commercial General Liability $1,000,000 per occurrence and $5,000,000 in the aggregate Automobile Liability $1,000,000 per occurrence/aggregate 6.5 Risk of Toss of materials and Equipment furnished by SIEMENS shall pass to Customer upon delivery to Customer's premises, and Customer shall be responsible for protecting and insuring them against theft and damage. 6.6 ANYTHING HEREIN NOTWITHSTANDING, IN NO EVENT SHALL SIEMENS BE RESPONSIBLE UNDER THIS AGREEMENT FOR INCIDENTAL, CONSEQUENTIAL PUNITIVE, EXEMPLARY OR SPECIAL DAMAGES; INCLUDING WITHOUT LIMITATION LOST PROFITS, LOSS OF USE AND/OR LOST BUSINESS OPPORTUNITIES, WHETHER ARISING IN WARRANTY, LATE OR NON -DELIVERY OF ANY WORK, TORT, CONTRACT OR STRICT LIABILITY; AND REGARDLESS OF WHETHER CUSTOMERHAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES AND, IN ANY EVENT, SIEMENS' AGGREGATE LIABILITY FOR. ANY AND ALL CLAIMS; LOSSES OR EXPENSES (INCLUDING ATTORNEYS FEES) ARISING OUT OF THIS AGREEMENT, OR OUT OF ANY WORK FURNISHED UNDER THIS AGREEMENT; WHETHER BASED IN CONTRACT, NEGLIGENCE, STRICT LIABILITY, AGENCY, WARRANTY, TRESPASS, INDEMNITY OR ANY OTHER THEORY OF LIABILITY, SHALL BE LIMITED TO THE LESSER OF $1,000,000 OR THE TOTAL COMPENSATION RECEIVED BY SIEMENS FROM CUSTOMERUNDER THIS AGREEMENT. SIEMENS reserves the right to control the defense and settlement of any claim for which SIEMENS has an obligation to indemnify hereunder. The parties acknowledge that the price which SIEMENS has agreed to perform its Work and obligations under this Agreement is calculated based upon the foregoing limitations of liability, and that SIEMENS has expressly relied on, and would not have entered into this Agreement but for such limitations of liability. 6.7 It is understood and agreed by and between the parties that SIEMENS is not an insurer and this Agreement is not intended to be an insurance policy or a substitute for an insurance policy. Insurance; if any, shall be obtained by Customer: Fees are based solely upon the value of the Work, and: are unrelated to the value of Customer's property or the property of others on Customer's premises. Article 7: Hazardous Materials Provisions 7.1 The Work does not include directly or indirectly performing or arranging for the detection, monitoring, handling, storage, removal, transportation, disposal or treatment of Oil or Hazardous Materials. Except as disclosed pursuant to Section 7.3, Customer represents that there is no asbestos or any other hazardous or toxic materials, as defined in the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as amended, the regulations promulgated thereunder, and other applicable federal, state or local law ("Hazardous Materials"), present at Customer's locations where Work is performed. SIEMENS will notify Customer immediately if it discovers or suspects the presence of any Hazardous Material. All Work has been priced and agreed to by SIEMENS in reliance on Customers representations as set forth in this Section 71 The presence of Hazardous Materials constitutes a change in the Proposed Solution equivalent to a change order whose terms must be agreed to by SIEMENS before its obligations hereunder will continue. 7.2 Customer shall be solely responsible for testing, abating, encapsulating; removing, remedying or neutralizing such Hazardous Materials; and for the costs thereof. Even if an appropriate change order has been entered into pursuant to Section 7.1 above, SIEMENS will continue to have the right to stop the Work until the job site is free from Hazardous Materials. In such event, SIEMENS will receive an equitable extension of time to complete its Work, and compensation for delays caused by Hazardous Materials remediation. In no event shall SIEMENS be required or construed to take title; ownership or responsibility for such Oil or Hazardous Materials. Customer shall sign any required waste manifests in conformance with all government regulations, listing Customer as the generator of the waste. 7.3 Customer warrants that, prior to the execution of the Agreement, it has notified SIEMENS in writing of any and all Hazardous Materials present, potentially present or likely to become present at Customer's locations and has provided a copy of any jobsite safety policies, including but not limited to lock -out and tag procedures, laboratory procedures, chemical hygiene plan, material safety data sheets or other items covered or required to be disclosed or maintained by federal, state, or local laws, regulations or ordinances. 7.4 For separate consideration of $10 and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledge, Customer shall indemnify, defend and hold SIEMENS harmless from and against any damages, losses, costs, liabilities or expenses (including attorneys' fees) arising out of any Oil or Hazardous Materials or from Customer's breach of, or failure to perform its obligations under, Sections 7.1, 7.2 or 7,3. Article 8: Import / Export Indemnity 8.1 Customer acknowledges that SIEMENS is required to comply with applicable export laws and regulations relating to the sale, exportation, transfer, assignment, disposal and usage of the Work or Equipment or Services provided under the Contract, including any export license, requirements. Customer agrees that such Work or Equipment or Services shall not at any directly or indirectly be used, exported, sold, transferred, assigned or otherwise disposed of in a manner which will result in non-compliance with such applicable export laws and regulations. It shall be a condition of the continuing performance by SIEMENS of its obligations hereunder that compliance with such export laws and regulations be maintained at all times. CUSTOMERAGREES TO INDEMNIFY AND HOLD SIEMENS HARMLESS FROM ANY AND ALL COSTS', LIABILITIES, PENALTIES, SANCTIONS AND FINES RELATED TO NON-COMPLIANCE WITH APPLICABLE EXPORT LAWS AND REGULATIONS. Acceptance of Proposal - The prices, specifications and Terms & Conditions contained herein are hereby accepted. Siemens Industry, Inc. is authorized to do the work as specified. Siemens Industry, Inc. Building Technologies Division Restricted 5 Accepted by(please print): Title: Signature: Date: Company: Reference Number: Sincerely, Aaron Potter I Siemens Industry, Inc. Ce|:425.241.6530 1 Fax 1.855/417.0244 24/7 Siemens Service: 1.8OO.952.O348 aanznpVber(d)siemenn.com i |diti,4tuuhno|oaics Siemens |ndustry, Inc. Restricted Bill Brown From: EdhanBernau <ethanb@soiseacom» Sent Thursday, June 25 20207:20AM To Bill Brown Cc: Jeff Oark,-Steve Schmitz Subject: Re: Fire Alarm Monitoring Yes, please have Siemens provide a proposal. Kacy says Siemens can buy one from the Alarm Center and install Ethan From: Bill Brown <8i|iBrown@)bnbui|ders.cnm> Sent: Wednesday, June 24,20%O1O1)1AM To: Ethan 8ernmu<ethanb@sojsea.com> Cc: Jeff Clark <Jeff.Clark@bnbuilders.com>; Steve Schmitz <sschmitz@DLRGROUP.com> Subject: FVV:Fire Alarm Monitoring See below from Valley and Siemens. As we discussed in the OAC meeting, I will go ahead and start working with Valley on getting a proposal together to supply and install the AES radio. Bill Brown I BNBuilders iSeattle, wA 98121 From: Collin Tuthill <coUnt@velecthccom> Sent: Wednesday, June 24,Z02OO:48AN1 To: Bill Bruvvn<8iU.Bnuwm@)bnbuUdemzom> Cc: Tony Av|onitis<tony8pxeecthc.cnm>;Paul Berg <pau|b@mdeothczom> Subject: RN:Fire Alarm Monitoring Bill please see below Thank you, Collin Tuthill Project Manager Valley Electric (206)852-8279 Collint(c-�velectric. cam Collin Tuthill I Project Manager 18-049(q) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 012 (COVID) DATE: 7/2/2020 PROJECT NO.: 91630501 PROJECT NAME: PSP — Justice Center TO: BUDGET NO.: 305.98 CONTRACT NO.: 18-049.1 ( Q ) 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. ACCE,PTED: ate 7/6/20 Contractor BN Builders By Original Contract (without tax)* Previous Change Order $ 2,160,112.00 Date This Change Order (without tax) $ 116,374.00 - By Mayor REV. CONTRACT AMOUNT $ 36,326,485.00 Title Project Manager $ 34,049,999.00 \/ APPROVED BY THE CITY OF TUKWILA 3/i01 602-0 Original Contract Time: 546 days (December 18, 2020) dditional Contract Time for this Change Order: 0 days U dated Contract Time: 546 days (December 18, 2020) Deputy City Administrator tAra--E) 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. / 6,, X i=t i ,,A,, C AN # k' CITY OF TUKWILA Project Name Project # TO CONTRACTOR: ',; SU A Y $ F C AN - PUBLIC SAFETY PLAN Justice Center CO # 12 (COVID) 91630501 Contract # 18-049.1 (Q ) Date 7/2/20 BNBuilders 2601 Fourth Ave, Suite 350 Seattle, WA 98121 COP/CCD # Description Reason Code Amount COP 5512 COVID-19 Costs for Valley Electric for MAY. COVID-19 Mission Critical protcol impacts, including additional cleaning and labor efficiencies. COVID $35,836.00 COP 5513 COVID-19 Costs for Johansen Mechanical for MAY. COVID-19 safety responsibilities and implementation of safety protocols for JMI shop & field labor activities, including apprentice sanitizing jobshack trailer, cleaning shared tools, wiping down surfaces. COVID $15,872.00 COP 5514 COVID-19 Costs for BNB GCCM for MAY. Implementation and enforcement of BNB's Mission Critical Protocol. Includes increased sanitation (add'I wash stations, portable restrooms), swing shift supervision labor (foreman and laborer), modified site logistics (fencing and tents), check -in staffing and equipment, temperature checks, sanitizing/wiping down jobsite trailers/doors/tools. COVID $50,167.00 COP 5515 COVID-19 Costs for BNB Structures Package for MAY. Field labor inefficiencies based on inefficiency factor of 9.375% (45 min in 8 hr shift). COVID $1,989.00 COP 5516 COVID-19 Costs for BNB Doors/Frames/Hardware Package for MAY. Field labor inefficiencies based on inefficiency factor of 9.375% (45 min in 8 hr shift). Overtime to maintain schedule due to the delayed wood door delivery due to COVID. Original door delivery was scheduled to be 3/1, actual delivery was 5/20. COVID $5,522.00 COP 5517 COVID-19 Costs for Northwest Partitions for MAY. COVID-19 Mission Critical protocol impacts, including field labor inefficiencies and cleaning tools and equipment. COVID $6,988.00 Change Order No. 12 (COVID) $116,374.00 Tukwila Justice Center GCICM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center ccoIAs#: GENERAL CONTRACTOR: owBuilden.Inc. DESCRIPTION OpCHANGE: May nowuCosts 'Valley DATE: 6125/2020 BP 26.00 Valley 1 st-tier Subcontractor Cost Total Coots) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment Total Change Request �2,39% 1. Attachment A COVID -19 Protocol Impacts & Delays (May 1, 2020-May 31, 2020 - 20 Business Days) Ongoing Delay or Impact Item Jobsite Conversations, Rumors, and Chatter 6ft Separation - Social Distancing Daily Toolbox Meetings with Self Checks Paperwork Processsing for ALL Visitors BNB Daily Sign -In Sheet Added Information on Daly Pre -Task Plans No sharing of Tools Additional housekeeping & site cleaning measures %/day 4 Parameters: Crew Size Foremen Per Day on 5/40_ Average Pay Rate $ 84,07 $ 104.23 Hours Per Day (Based on 5-8 Week) Hours Lost Per Day Based on Parameter Crew Dollars Lost Per Day Based on Parameter Crew Crew Foremen PM Crew Foremen PM Crew Foremen PM 0.08 0.08 1.12 0.16 0 5 94.16 5 16.68 $ 0.32 0.32 4.48 0.64 0 $ 376.63 $ 66.71 $ O 0 0 0 0 $ - $ - $ O 0.16 0 0.32 0 $ - $ 33.35 $ O 0 0 0 0 $ - $ - $ 0,08 0.08 1.12 0.16 0 $ 94.16 $ 16.68 $ 0.08 0.08 1.12 0.16 0 $ 94.16 5 16.68 $ O 0 0 0 0 $ - $ - $ 2. Ongoing Delay or Impact Item Implementation of Masks for All Workers starting 4/20 7% 0.56 0.72 7.84 1.44 0 $ 659.11 $ 150.09 $ Total Hours Lost per Day Inefficiency Percentage Calc. 9.28 Total Dollars Lost per Day $ 809.20 7% Total Dollars Lost per Week $ 3,236.80 8 Hours Per Day (Based. on 5.8 Week) Hours Lost Per Day Based on Parameter Crew Dollars Lost Per Day Based on Parameter Crew %/day Crew Foremen PM Crew Foremen PM Crew Foremen PM 0.64 0.64 0 8.96 1.28 0 $ 753.27 $ 133.41 $ 8% 0.64 0.64 8.96 1.28 0 $ 753.27 $ 133.41 $ Total Hours Lost per Day Inefficiency Percentage Calc. 3. Dedicated Apprentice for Daily Cleaning of Break Areas, Office Space, Tools, Storage Areas, etc. (2nd Perior Apprentice @$43.53 Hourly Rate) 4. Added time for Safety Personnel Review and Site Visits8 hrs @ $65/hr 5. Added time for Labor Superintendent Safety and Labor Review 8 hrs @ $105/hr 10.24 Total Dollars Lost per Day $ 886.68 8% Total Dollars Lost per Week $ 3,546.73 Total Dollars Lost. per Day $ 348.24 Total Dollars Lost per Week $ 1,741.20 Total Dollars Lost $ 520.00 Total Dollars Lost per Day $ 840.00 Subtotal Impact Items (20 days) $ 16,184.00 Impact. Due to Masks (20 days) $ 17,733.63 Dedicated Cleaner(20 Days) $ 6,964.80 Added Safety Professional Tirne $ 520.00 Added Superintendent Tie $ 840.00 Total Direct Labor Inefficiency $ 42,242.43 Total Adjustment per discussion w/ BNB'. Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: May 2020 Covid-19 Costs for JMI CCD/ASI #: COP #: 5513 DATE: 612112020 1BP 2200,Johanesen lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $15,501.321 $15,501.32 $370.48 $0.20 Total Change Request $15,872.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2.39% 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 5.31.2020 8018 - MAY DESCRIPTION: i Labor & Materials for added safety relating to COVID 19. MAY EXCLUSIONS: REFERENCE: iCDC requirments fo added safety (OSHA & L&I) Reduced from 12.5% down to 9.375% SCHEDULE IMPACT: 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 (io% of LABOR "A") III. SUBCONTRACTORS A. ALL SUBS 4.00iHRS @ 19.00 HRS @ 46.125 61.50 HRS @ 1 44i 185.00 HRS 0.00 HRS @ 0.00HRS @ 0.00HRS @ 0.00!HRS @ 0.00 HRS @ LABOR TOTAL $ 114.19 = $ $ 101.46 = $ $ 95.06 = $ $ 64.86 = $ 125.69 = $ $ 95.06 = $ $ 79.69 = $ $ 104.92 = $ $ 103.73 = $ MATERIAL EQUIPMENT TOTAL SUB SUBTOTAL IV. OTHER DIRECT COSTS A. SAFETY @ 2% OF LABOR B. SMALL TOOLS AND CONSUMABLES @ 5% OF LABOR C PERMITS OTHER DIRECT COSTS TOTAL 456.76 1,927.74 $1,623.36 6, . $4,384.64 9,339.84 $ 10,773.03 15,347.84 $ V. TOTAL ITEMS I, II, III, AND IV VI. OVERHEAD & FEES A. OH & P B. N/A C. SUBCONTRACTOR MARKUP D. B&O TAX @ VALID FOR 30 DAYS I .............. 0% % 1 % TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL $ 10,773.03 15,347.84 $ 153.48 107.73 15,501.32 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. WEEK END Tran Date Type Job: P11960 -TUKWILA JUSTICE CENTER Phase: 008018000 Cost Type: ALL Tran. Type: AP, EQ GL, IC, JC, PR, OH Vendor: ALL Employee: ALL Inv. Item: ALL Reference Job Status: Active, Inactive, Complete Phase Status: Active, Inactive, Complete Division: ALL Customer: ALL Draw Appl. #: ALL A/P Contract Labor No Master Job? No Johansen Mechanical, Inc. TU ILA - Job Cost History Report From 05/02/20 To 05/30/20 Including A/P Invoices in Progress Job: P11960 TUKWILA JUSTICE CENTER Phase: 00-8018-000 COVID 19 Cost Type: L LABOR 05/02/20 PR BLAJO 05/02/20 PR BLAJO 05/02/20 PR BLAJO 05/02/20 PR BLAJO 05/02/20 PR GILBR 05/02/20 PR GILBR 05/02/20 PR GILBR 05/02/20 PR GILBR 05/02/20 PR GILBR 05/02/20 PR KECJA 05/02/20 PR KECJA 05/02/20 PR KECJA 05/02/20 PR KECJA 05/02/20 PR KECJA 05/02/20 PR KOWKA 05/02/20 PR KOWKA 05/02/20 PR KOWKA 05/02/20 PR KOWKA 05/02/20 PR KOWKA 05/02/20 PR PEAAA 05/02/20 PR PEAAA 05/02/20 PR PEAAA 05/02/20 PR PEAAA 05/02/20 PR PEAAA 05/02/20 PR THOEM 05/02/20 PR THOEM Description Additional Information Hours JOSHUA P BLACKBURN Check# E39412 1.40 F JOSHUA P BLACKBURN Check# E39412 1.00 F JOSHUA P BLACKBURN Check# E39412 1.00 F JOSHUA P BLACKBURN Check# E39412 1.00 F BRANDON J GILSETH Check# E39427 1.00 j BRANDON J GILSETH Check# E39427 1,00 J BRANDON J GILSETH Check# E39427 1.00 J BRANDON J GILSETH Check# E39427 1_00 J BRANDON J GILSETH Check# E39427 1.00 J JASON E KECK Check# E39436 1.00 J JASON E KECK Check# E39436 1.00 J JASON E KECK Check# E39436 1.00 J JASON E KECK Check# E39436 1.00 J JASON E KECK Check# E39436 1.00 J KAREN A KOWALSKI Check# E39438 8.00 A KAREN A KOWALSKI Check# E39438 8.00 A KAREN A KOWALSKI Check# E39438 8.00 A KAREN A KOWALSKI Check# E39438 8.00 A KAREN A KOWALSKI Check# E39438 $.00 A AARON T. PEARCE Check# 64413 1.00 J AARON T. PEARCE Check# 64413 1.00 J AARON T. PEARCE Check# 64413 1.00 J AARON T. PEARCE Check# 64413 1.00 J AARON T. PEARCE Check# 64413 1.00 J EMORY D THOMAS Check# E39461 1.00 J EMORY D THOMAS Check# E39461 1.00 J 05/02/20 PR THOEM 05/02/20 PR THOEM 05/02/20 PR THOEM 05/09/20 PR BLAJO 05/09/20 PR BLAJO 05/09/20 PR BLAJO 05/09/20 PR BLAJO 05/09/20 PR BLAJO 05/09/20 PR GILBR 05/09/20 PR GILBR 05/09/20 PR HERD! 05/09/20 PR KECJA 05/09/20 PR KECJA 05/09/20 PR KECJA 05/09/20 PR KECJA 05/09/20 PR KOWKA 05/09/20 PR KOWKA 05/09/20 PR KOWKA 05/09/20 PR KOWKA 05/09/20 PR KOWKA 05/09/20 PR PEAAA 05/09/20 PR PEAAA 05/09/20 PR PEAAA 05/09/20 PR PEAAA 05/16/20 PR BLAJO 05/16/20 PR BLAJO 05/16/20 PR BLAJO 05/16/20 PR BLAJO 05/16/20 PR BLAJO 05/16/20 PR GILBR 05/16/20 PR GILBR 05/16/20 PR GILBR 05/16/20 PR GILBR 05/16/20 PR HALDA 05/16/20 PR HALDA 05/16/20 PR HALDA 05/16/20 PR HALDA 05/16/20 PR KECJA 05/16/20 PR KECJA EMORY D THOMAS Check# E39461 EMORY D THOMAS Check# E39461 EMORY D THOMAS Check# E39461 JOSHUA P BLACKBURN Check# E39478 JOSHUA P BLACKBURN Check# E39478 JOSHUA P BLACKBURN Check# E39478 JOSHUA P BLACKBURN Check# E39478 JOSHUA P BLACKBURN Check# E39478 BRANDON J GILSETH Check# E39495 BRANDON J GILSETH Check# E39495 DIEGO G HERNANDEZ Check# E39497 JASON E KECK Check# E39507 JASON E KECK Check# E39507 JASON E KECK Check# E39507 JASON E KECK Check# E39507 KAREN A KOWALSKI Check# E39509 KAREN A KOWALSKI Check# E39509 KAREN A KOWALSKI Check# E39509 KAREN A KOWALSKI Check# E39509 KAREN A KOWALSKI Check# E39509 AARON T. PEARCE Check# 64417 AARON T. PEARCE Check# 64417 AARON T. PEARCE Check# 64417 AARON T. PEARCE Check# 64417 JOSHUA P BLACKBURN Check# E39551 JOSHUA P BLACKBURN Check# E39551 JOSHUA P BLACKBURN Check# E39551 JOSHUA P BLACKBURN Check# E39551 JOSHUA P BLACKBURN Check# E39551 BRANDON J GILSETH Check# E39566 BRANDON J GILSETH Check# E39566 BRANDON J GILSETH Check# E39566 BRANDON J GILSETH Check# E39566 DAMON D HALLAMECK Check# E39567 DAMON D HALLAMECK Check# E39567 DAMON D HALLAMECK Check# E39567 DAMON D HALLAMECK Check# E39567 JASON E KECK Check# E39579 JASON E KECK Check# E39579 1.00 J 1.00 J 1.00 J too F 1.00 F 1.00 F 1.00 F 1.00 F 1.00 J 1.00 J too A 1.00 J 1.00 J too J too J 8,00 A 8.00 A 8.00 A a.00 A 8.00 A 1.00 J too J too J too J 1.00 F 1.00 F 1.00 F 1.00 F 1.00 F 1.00 J 1.00 J 1.00 J 1.00 J 1.00 J 1.00 J 1.00 J 1.00 J 1.00 J 1.00 J 05/16/20 PR KECJA JASON E KECK Check# E39579 1.00 j 05/16/20 PR KECJA JASON E KECK Check# E39579 1.00 J 05/16/20 PR KECJA JASON E KECK Check# E39579 1.00 J 05/16/20 PR KOWKA KAREN A KOWALSKI Check# E39581 8,00 A 05/16/20 PR KOWKA KAREN A KOWALSKI Check# E39581 8.00 A 05/16/20 PR KOWKA KAREN A KOWALSKI Check# E39581 8.00 A 05/16/20 PR KOWKA KAREN A KOWALSKI Check# E39581 8.00" A 05/16/20 PR KOWKA KAREN A KOWALSKI Check# E39581 5.00 A 05/16/20 PR NOSMA MARK R. NOSBUSCH Check# E39594 1.00 S 05/16/20 PR PEAAA AARONT. PEARCE Check# 64421 1.00 J 05/16/20 PR PEAAA AARONT.,PEARCE Check#64421 1.00 J 05/16/20 PR PEAAA AARONT„PEARCE Check# 64421 1.00 J 05/16/20 PR PEAAA AARON T. PEARCE Check# 64421 1.00 j 05/16/20 PR PEAAA AARON T. PEARCE Check# 64421 1.00 j 05/23/20 PR BLAJO JOSHUA P BLACKBURN Check# E39621 1.00 F 05/23/20 PR BLAJO JOSHUA P BLACKBURN Check# E39621 1.00 F 05/23/20 PR BLAJO JOSHUA P BLACKBURN Check# E39621 0.50 F 05/23/20 PR BLAJO JOSHUA P BLACKBURN Check# E39621 1.00 F 05/23/20 PR BLAJO JOSHUA P BLACKBURN Check# E39621 1.00 F 05/23/20 PR GILBR BRANDON J GILSETH Check# E39637 1.00 J 05/23/20 PR GILBR BRANDON J GILSETH Check# E39637 1.00 J 05/23/20 PR GILBR BRANDON J GILSETH Check# E39637 1.50 j 05/23/20 PR GILBR BRANDON J GILSETH Check# E39637 1.00 j 05/23/20 PR GILBR BRANDON J GILSETH Check# E39637 1.00 j 05/23/20 PR KECJA JASON E KECK Check# E39649 1.00 J 05/23/20 PR KOWKA KAREN A KOWALSKI Check# E39651 8.00 A 05/23/20 PR KOWKA KAREN A KOWALSKI Check# E39651 8.00 A 05/23/20 PR KOWKA KAREN A KOWALSKI Check# E39651 8.00 A 05/23/20 PR KOWKA KAREN A KOWALSKI Check# E39651 8.00 A 05/23/20 PR KOWKA KAREN A KOWALSKI Check# E39651 8.00 A 05/23/20 PR NOSMA MARK R. NOSBUSCH Check# E39664 1.00 S 05/30/20 PR KOWKA KAREN A KOWALSKI Check# E39720 8.00 A 05/30/20 PR KOWKA KAREN A KOWALSKI Check# E39720 8.00 A 05/30/20 PR KOWKA KAREN A KOWALSKI Check# E39720 8.00 A 05/30/20 PR KOWKA KAREN A KOWALSKI Check# E39720 8.00 A 05/30/20 PR NOSMA MARK R. NOSBUSCH Check# E39733 1.00 S 05/30/20 PR THOEM EMORY D THOMAS Check# E39749 1.00 j 05/30/20 PR THOEM 05/30/20 PR THOEM 05/30/20 PR THOEM 05/30/20 PR TIDJA 05/30/20 PR TIDJA 05/30/20 PR TIDJA Printed by DRH as of 06/03/20 4:26PM EMORY D THOMAS EMORY D THOMAS EMORY D THOMAS JASON E TIDWELL JASON E TIDWELL JASON E TIDWELL SUB TOTALS Check# E39749 Check# E39749 Check# E39749 Check# E39750 Check# E39750 Check# E39750 1.00 1.00 1.00 1.00 1.00 1.00 HOURS Superintendent 4.00 Foreman 19.00 Journeyman 61.50 Apprentice 185.00 Page 4 OF 4 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: May Covid Costs - BNB (GCCM) Increased sanitation (Wash stations, portable restrooms) Swing shift labor (Foreman and laborer) Modified site logistics COP #: 5514 DATE: 611512020 Wiping down jobsite trailers, doors, tools GGCM Costs $48,995.54 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $48,99554 $1,17099 $0.47 Total Change Request $50,167,00 2.39°4 COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: 0 CP #: 5514 Date: 6/15/20 Description Quantity Unit Prod. Hours A.1. Labor Other B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs Jobsite Safety 480 74.26 $ 35,645 $ 5,842.39 $ 276 Sanitation $ - $ 306 $ 4,455 Forklift 32 74.26 $ 2,376 $ 95 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Cost of Work A. $ 38,021 $ - $ 5,842 B. $ 401 C. $ 4,731 BNBuilders Inc 118021.968 Tukwila Justice Ctr - COVID Date Range: Cost 04-20-2020 to 06-05-2020 Invoice it/ Period End Job Cost Journal - Detail Page 1 nya,cau sou-u.1- 3n oya sG.,aa as ocuua ty. ni ao1+1 cA Code Pay ID/Ref 1 Date Description Vendor/Employee Hours Cost 355.001203 Jobsite Safety 181941472.-001 05-20-2020 Rental Equipment. United Rentals REG 05-02-2020 PR cost Jonathan Ada 40.00 REG 05-02-2020 PR cost. Carlos Alarcon Godoy 5.00 REG 05-02-2020 PR cost Casey Drennen 3.00 REG 05-02-2020 PR: cost Charles Cantrell 3.00 REG 05-02-2020 PR. cost Wade E Hall 16.00 SWREG 05-02-2020 PR cost Dewey E McGee Jr 40.00 REG 05-09-2020 PR cost Carlos Alarcon Godoy 5.00 REG 05-09-2020 PR cost Jorge Carrillo 32.00 REG 05-09-2020 PR cost Pani Roe 16.00 REG 05-09-2020 PR cost Wade E Hall 20.00 SWREG 05-09-2020 PR cost Dewey E McGee Jr 40.00 REG 05-16-2020 PR cost Jorge Carrillo 8.00 REG 05-16-2020 PR cost John Hall 32.00 REG 05-16-2020 PR cost Pani Roe 10.00 REG 05-16-2020 PR cost Wade E Hall 12,00 REG 05-16-2020 PR cost Dewey E McGee Jr 40.00 REG 05-23-2020 PR cost Carlos Alarcon Godoy 5.00 REG 05-23-2020 PR cost Jorge Carrillo 5.00 REG 05-23-2020 PR cost John Hall 40.00 REG 05-23-2020 PR cost Wade E Hall 15.00 SWREG 05-23-2020 PR cost Dewey E McGee Jr 40.00 REG 05-30-2020 PR cost Jorge Carrillo 3.00 REG 05-30-2020 PR cost John Hall-48.00 REG 05-30-2020 PR cost John Hall 80.00 OT 05-30-2020 PR cost John Hall 1.00 REG 05-30-2020 PR cost Wade E Hall 8.00 SWREG 05-30-2020 PR cost Dewey E McGee Jr 40.00 276.00 0 INV372421 05-02-2020 COVID SAFETY SVC Medix INV374188 05-16-2020 Occupational Health Technician Medix INV375586 05-22-2020 MATERIAL SUPPLY Medix Adjustment -31 410.47 2,805.50 2,.626.42 Cost Code Total 480.00 355.001311 Sanitation 0 10397 05-11-2020 WEEKLY/EXTRA APR SVC VMSM, LLC 4,454.75 Cost Code Total 0.00 4,454.75 355.001813 Forklift REG 05-23-2020 PR cost Brian Tolley 32.00 1,936.00 Cost Code Total 32.00 Job Total 512.00 Cost Code Description Task Hours Comments Jobsite Safety Swing Shift - Foreman 160 Forman 20 days - 160hrs Jobsite Safety Day Shift - Check -in (Morning) 120 (3) workers fort hrs from 6am-8am Jobsite Safety Day Shift - sanitation 160 One worker cleaning/wiping down equipment, tools, doors - full time Jobsite Safety Daily Enforcement 40 Enforcement (2) hrs per day for 1 worker Total: Cost Code Description Task Hours Comments Forklift Swing Shift - Forklift Operation 32 Operating forklift during swing shift Total: 32 Job Site United Rentals BRANCH. 805 17700 WEST VALLEY HIG TUKWILA WA 98188 425-251-8150 425-251-6561 FAX 11111111111111111 TUKWILA REGIONAL JUSTICE CENTE 15045 TUKWILA INTERNATIONAL EL TUKWILA WA 98188-2245 IIII Hill Office: 206-382-3443 Cell: 206-406-8267 GRIZZLY RETAIL RENTALS LLC 2601 4TH AVE STE 350 SEATTLE WA 98121-1283 RENTAL RETURN INVOICE # 181941472-001 Customer # Invoice Date Rental Out Rental In UR Job Loc UR Job # Customer Job P.O. # Ordered By Reserved By Salesperson : 843317 05/20/20 05/18/20 12:00 PM 05/19/20 02:40 PM : 15045 TUKWTT.A INTERN 257 ID: 118021.000 : AUSTIN PROCTOR : STUART LIVINGSTON COLBY NICHOLSON Invoice Amount: $276.00 Terms: Due Upon Receipt. Payment options: Contact our credit office 704-916-4898 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. FILE 51122 LOS ANGELES CA 90074.1122 RENTAL ITEMS: Qty Equipment 1 10632527 Description AIR CIRCULATING FAN 48' Make: AIR MASTER Model: EMC48B Serial: 60019ED-04 1 10539765 AIR CIRCULATING FAN 48" Make: AIR MASTER Model: EMC48B Serial: 60019 1 10654446 AIR CIRCULATING FAN 42" Make: SCHAEFER Model: VKM42-2-B-0 Serial: 8082 1 10654448 AIR CIRCULATING FAN 42" Make: SCHAEFER Model: VKM42-2-B-O Serial: 8084 SALES/MISCELLANEOUS ITEMS: Oty Item 1 DELIVERY CHARGE 1 PICKUP CHARGE COMMENTS/NOTES: CONTACT: AUSTIN PROCTOR CELL#: 206-659-2561 NEED ASAP -NO RESTRICTIONS Minimum ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. Day Week 4 Week 20.00 60.00 180.00 20.00 60.00 180.00 20.00 60.00 180.00 20.00 60.00 180.00 Price Amount 20.00 20.00 20.00 20.00 Rental Subtotal: 80.00 Unit of Measure Extended Amt. 98.000 EACH 98.000 EACH Sales/Misc Subtotal: Agreement Subtotal: Total: 98.00 98.00 196.00 276.00 276.00 NOTICE: Thls Invoice Is subject to theterms and conditions of the.. Rental and Service Agreement, which are available at https://www.unitedrentals.com/legal/rental-service-terms-US and which are Incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE. AGREEMENT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. You Can Now Access Invoice History and Update Purchase Orders Online To Sign Up, contact URConfrolSupport@ur.cam Page: 1 222 S. Riverside Plaza, Suite 2120 Chicago, IL 60606 Phone 312-487-5800 Fax 312-487-5899 If you would like invoices emailed please send request to hillingaumedixteam.com. PLEASE NOTE REMITTANCE ADDRESS HAS RECENTLY CHANGED BILL TO: BNBuilders Attn: Accounts Payable 2601 Fourth Avenue Suite 350 Seattle, Washington 981 21 INVOICE #: 1NV37242 I DATE: 05/02/2020 DUE DATE: 05/17/2020 TOTAL AMOUNT: S410.47 TOTAL DUE: S410.47 Week Ending 05/02/2020 Contractor Melinda Ybarra Position (Temp) Occupational Health Technician PO/Cost Center /Tukwila Justice Center Rate 46.77 Regular Hours 8.50 OT Hours 0.00 Amount S397.55 Medix 222 S. Riverside Plaza, Suite 2120 Chicago, IL 60606 Customer ID: CST6768 Invoice #: INV372421 TO: BNBuilders Attn:Accounts Payable 2601 Fourth Avenue Suite 350 Seattle, Washington 98121 SUBTOTAL $397.55 Sales Tax $0.00 Federally Mandated Health Insurance Coverage Fee ACA) $12.92 >TAL $410.47 TOTAL DUE: S410.47 AMOUNT ENCLOSED: REMIT TO: MEDIX STAFFING SOLUTIONS, INC. 7839 SOLUTION CENTER CHICAGO, IL 60677-7008 Invoice Date: 05/02(2020 Terms: Net 15 Due Date: 05/17/2020 Page: 1 User: Melinda Ybarra (Temp) Occupational Health Technician Manager: 2736055 Period: 05/02/2020 PO/Cost Center: /Tukwila Justice Center Location/Department: Sun M T W Th F Sa OT DT Total 0.00 0.00 8.50 Hours 0.00 0.00 0,00 0.00 0.00 8.50 0.00 Rate: S46.77 OT Rate: $70.16 Total Billed S397.55 Notes: Submitted: Medix on 05/04/2020 at 38.32.141.21 I, 23.56.172.12, 23.48.94.62 Approval: Hall, Wade on 05/05/2020'at50.208.198,9, 23.36.241.95, 23.48.94.28 Melinda Ybarra Expenses: $0.00 Order Date:05/02/2020 Terms: Net 15 Ship Date: 05/17/2020 Customer Id: CST6768 Page 2 222 S. Riverside Plaza, Suite 2120 Chicago, IL 60606 Phone 312-487-5800 Fax 312-487-5899 II -you would like invoices emailed please send request to hilliniKminedixtearn.com. INVOICE #: INV374188 DATE: 05/16/2020 DUE DATE: 05/31/2020 PLEASE NOTE REMITTANCE ADDRESS HAS RECENTLY TOTAL AMOUNT: S2,805.50 CHANGED BILL TO: BNBuilders Attn: Accounts Payable 2601 Fourth Avenue Suite 350 Seattle, Washington 98121 TOTAL DUE: S2,805.50 Week Ending 05/16/2020 Contractor Melinda Ybarra Position (Temp) Occupational Health Technician PO/Cost Center /Tukwila Justice Center Rate 46.25 Regular Hours 40.00 OT 1-lours 2.50 Amount $2,717.19 Mcdix 222 S. Riverside Plaza, Suite 2120 Chicago, II, 60606 Customer ID: CST6768 Invoice #: INV374I88 FO: BNBuilders Attn:Accounts Payable 2601 Fourth Avenue Suite 350 Seattle, Washington 98121 SUBTOTAL $2,717.19 Sales Tax $0.00 Federally Mandated Health Insurance Coverage Fee (ACM $88.31 `I'OTAL $2,805.50 TOTAL DUE: S2,805.50 AMOUNT ENCLOSED: REMIT TO: MEDIA' STAFFING SOLUTIONS, INC. 7839 SOLUTION CENTER CHICAGO, IL 60677-7008 Invoice Date: 05/16/2020 Terms: Net 15 Due Date: 05/31 /2020 Page: 1 User: Melinda Ybarra (Temp) Occupational Health Technician Manager: 2736055 Period: 05/16/2020 PO/Cost Center: /Tukwila Justice Center Location/Department: Sun M T W Th F Sa OT DT Total 12.50 0.00 52.50 Hours 0.00 10.50 10.50 10.50 10.50 10.50 0.00 Rate: S46.25 OT Rate: $69.38 Total Billed S2,7I7 19 Notes: Submitted: Ybarra, Melinda on 05/15/2020 at 172.58.45.255, 23.36.3.92, 23.48,94.62 Approval: Hall, Wade on 05/18/2020 at 50.208.198.9, 23,221,236.4. 23.48.94.28 Melinda Ybarra Expenses: S0.00 Order Date: 05/16/2020 Terms: Net 15 Ship Date: 05/31/2020 Customer Id: CST6768 Page 2 222 S. Riverside Plaza, Suite 2120 Chicago, IL 60606 Phone 312-487-5800 Fax 312-487-5899 If you would like invoices cmailed please send request to billine(iremedixtearn.com. INVOICE #: 1NV375586 DATE: 05/23/2020 DUE DATE: 06/07/2020 PLEASE NOTE REMITTANCE ADDRESS HAS RECENTLY TOTAL AMOUNT: $2,626.42 CHANGED BILL TO: BNBuilders Attn: Accounts Payable 2601 Fourth Avenue Suite 350 Seattle, Washington 98121 TOTAL DUE: $2,626,42 Week Ending 05/23/2020 Contractor Melinda Ybarra Position (Temp) Occupational Health Technician PO/Cost Center /Tukwila Justice Center Rate 46.25 Regular Hours 40.00 OT Hours 10.00 Arnourit $2,543.75 Mcdix 222 S. Riverside Plaza, Suite 2120 Chicago, IL 60606 Customer ID: CST6768 Invoice #: 1NV375586 TO: BNBuilders Attn:Accounts Payable 2601 Fourth Avenue Suite 350 Seattle, Washington 98121 SUBTOTAL $2,543.75 Sales Tax $0.00 Federally Mandated Health Insurance Coverage Fee (ACA) $82.67 TOTAL $2,626.42 TOTAL DUE: S2,626.42 AMOUNT ENCLOSED: REMIT TO: MEDIX STAFFING SOLUTIONS, INC. 7839 SOLUTION CENTER CHICAGO, IL 60677-7008 Invoice Date: 05/23/2020 Terms: Net 15 Due Date: 06/07/2020 Page: 1 User: Melinda Ybarra (Temp) Occupational Health Technician Manager: 2736055 Period: 05/23/2020 PO/Cost Center: /Tukwila Justice Center Location/Department: Sun M T W Th F Sa OT DT Total 10.00 0.00 50.00 Hours 0.00 10.50 10.50 10.50 10.50 8.00 0.00 Rate: S46.25 OT Rate: $69,38 Total Billed S2,543.75 Notes: Submitted: Ybarra, Mclinda on 05/22/2020 at 172.58.47.117, 184.27.179.162, 23.48.94.28 Approval: Hall, Wade on 05/26/2020 at 50.208.198.9, 23.221.236.4, 23.48.94.62 Melinda Ybarra Expenses: S0.00 Order Date: 05/23/2020 Terms: Net 15 Ship Date: 06/07/2020 Customer Id: CST6768 Page 2 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 DATE tCTIV1�1 WEEKLY SERVICE OF UNITS DAILY EXTRA SERVICE TUES-FRI (BEGAN 4/2/20) (13 units x 17 extra services) DPI !VERY DELIVERY OF HAND -WASH UNIT - 4/2/20 INVOICE # 10397 DATE 05/11/2020 DUE DATE 06/10/2020 TERMS Net 30 .� RATE I••v°iCLN.r... 0 221 19.75 4,364.75 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 1 30 00 30 00 3 50.00 150.00 6 15.00 90.00 _5,661. 5 4,454. 5 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5515 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 6115/2020 DESCRIPTION OF CHANGE: May 2020 Covid.19 Costs for Bid Package 03.00 Foundations 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 $1,942.361 $1,942.36 $46.42 $0.22 Total Change Request $1,989.00 To the best of my knowledge and belief, 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* 5515 Contractor Name: BN Builders DATE: 611512020 DESCRIPTION OF CHANGE: Inneficiencies for May 2020. Inneficiency factor of 9.375% (45 minutes in a 8hr shift) Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractors Mark-up (Excludes Labor Premium) Labor Premium $1,942.36 $0.00 $0.00 $1,942.36 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $1,942.36 Total Sub -tier Subcontractor Costs Subcontractors Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request $1,942.36 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 0% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCDIRFI: 0 CP e: 0 Date: 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 (9,375%) 45 minutes per 8 hr shift 9.275%*279 hrs 26.16 74.26 $ 1,942 - - $ - - $ - $ - $ - - $ - - - $ - - . $ - $ - - $ . - - $ - - $ - $ - - - $ - $ - $ - $ - - $ - $ - - - $ - $ - - $ . - - $ - - - $ - _ $ - $ - - - $ - - $ - - - $ - $ - $ - . $ - - $ - $ - - $ - $ - - $ - $ - - $ - $ - $ - $ - $ - - - $ - _ - Total Cost of Work A. $ 1942, - - B. $ - C. - BNBuilders Inc Job Cost Journal - Detail 119700.000 COTJC SP BP03.00 FNDN/Strut/WP Date Range: 04-20-2020 to 06.-05-2020 Page 1 System Date: 06-05-20 System Time: 3:34 pm Record Security: Disabled Cost. Invoice #/ Period End Code Pay ID/Ref 1 Date Description Vendor/Employee Hours 110.001126 Laborer Foreman L REG 05-16-2020 PR cost Pani Roe REG 05-23-2020 PR cost Pani Roe REG 05-30-2020 PR cost Pani Roe 230.003085 Site Footings L Pr+C........ 04 1.8 2020 P-P cost RZv 04-18 REL. 20.00 20.00 16.00 Cost Code Total 56.00 clr^� Y}vlyrr 7 _00 LP1aLLeb t.00LLel RiPU REG REG REG REG REG REG a cua� t..asey ukectueu 230.003090 Site Walls L UM-LJ-GULU YK LOSC 05-16-2020 PR cost 05-16-2020 PR cost 05-23-2020 PR cost 05-23-2020 PR cost. 05-23-2020 PR cost 05-23-2020 PR cost uyrea rynlynn Casey Drennen Charles Cantrell Casey Drennen Scott Sander Charles Cantrell Wade E Hall Cost Code Total • 10.00 10.00 29.00 8.00 29.00 1.00 REG REG REG REG REG REG REG REG REG REG 05-02-2020 PR cost 05-02-2020 PR cost 05-09-2020 PR cost. 05-09-2020. PR cost 05-16-2020 PR cost. 05-16-2020 PR cost 05-30-2020 PR cost 05-30-2020 PR cost 05-30-2020. PR cost 239.000010 Set Bollards L REG 05-30-2020 PR cost Casey Drennen Charles Cantrell Casey Drennen Charles Cantrell Casey Drennen Charles Cantrell Casey Drennen Scott Sander Charles Cantrell. 10.00 9.00 30.00 30.00 5.00 5.00 19.00 2.00 21.00 Cost Code Total 202.00 Scott Sander 16.00 Cost Code Total 16.00 245.004504 Cable Railing L REG 05-23-2020 PR cost Scott Sander REG 05-30-2020 PR cost Scott Sander 3.00 2.00 Cost Code Total 5.00 87 Job Total o71.uu;279 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: May 2020 Covid-19 Costs for Doors/Frames/Hardware package COP #: 5516 DATE: 6115/2020 BP 08.10 Doors, Frames and Hardware $5,392.79 lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $5,392.79 $128.89 $0.32 Total Change Request $5,522.00 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: 5516 61512020 DESCRIPTION OF CHANGE: Inneficiencies for May 2020. lnneficiency factor of 9.375% (45 minutes in a 8hr shift) Overtime to maintain schedule due to the delayed wood delivery. Original door delivery was scheduled to be 311, actual delivery was 5120 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $3,084.11 $0.00 $0.00 $3,084.11 $0.00 $2,308.68 Total Subcontractor Direct Costs + Mark-up + Labor Premium $5,392.79 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $o.00 Total Subcontractor Change Request $5,392.79 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 0% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: CCD/RFI: 0 CP #: 0 Date: 1 /0/00 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material C. Equipment 5/hour Cost $/hour Cost $/Unit Costs S/Unit Costs Inneficiency factor (9.375%) 45 minutes per 8 hr shift 9.375%*443 hrs 41.53 74.26 $ 3,084.11 $ - - Overtime to maintain Schedule due to late delivery of Doors 99 - $ 23.32 $ 2,309 $ - - $ - $ - - $ - $ - - - - - - - - $ - - - $ - $ - - $ - $ - _ $ - - - - $ - $ - $ - _ $ . $ - _ $ - - . $ - $ - $ " $ - _ $ - _ $ - - _ $ - - _ - - _ $ - - " - - _ $ - 6 _ _ $ - - 6 _ $ - $ - _ $ - - _ $ - _ - Total Cost of Work A. $ 3,084 23 $ 2,309 B. - C. $ - BNBuilders Inc Job Cost Journal - Detail 119704.000 COTJC SP-BP08.10 Dr, Frm, Hrdw Date Range: 04-20-2020 to 06-05-2020 Page 1 System Date: 06-05-20 System Time: 12:49 pm Record Security: Disabled Cost Invoice 8/ Period End Code Pay ID/Ref 1 Date Description Vendor/Employee Hours 265.006525 Joint Sealants L OT 05-09-2020 PR cost Carlos Alarcon Godoy OT 05-09-2020 PR cost Moises Camargo-Ayala 0T 05-09-2020 PR cost Jorge Carrillo OT 05-09-2020 PR cost Pani Roe OT 05-09-2020 PR cost Wade E Hall REG 05-16-2020 PR cost Carlos Alarcon Godoy OT 05-16-2020 PR cost Carlos Alarcon Godoy REG 05-16-2020 PR cost Moises Camargo-Ayala REG 05-16-2020 PR cost Jorge Carrillo OT 05-16-2020 PR cost Jorge Carrillo REG 05-16-2020 PR cost Casey Drennen REG 05-16-2020 PR cost Travis Montoya REG 05-16-2020 PR cost Wade E Hall 288.008800 Unload Doors & Sort Hardware L 000 04 25 2020 9i REG REG REG REG 288.008821 Metal Doors L AS6 Cost Code Total 8.00 8.00 B„00 8.00 8.00 32.00 2.00 24.00 24.00 9.00 8.00 32.00 11.00 182.00 Overtime: 51 05-23-2020 PR cost 05-23-2020 PR cost 05-23-2020 PR cost 05-23-2020 PR cost Carlos Alarcon Godoy Jorge Carrillo Travis Montoya Wade E Hall Cost Code Total 2.00 2.00 2.00 2.00 IA -PO REG REG REG REG REG REG REG REG OT REG OT OT REG 05-02-2020 PR cost 05-02-2020 PR cost 05-09-2020 PR cost 05-09-2020 PR cost 05-09-2020 PR cost 05-23-2020 PR cost 05-23-2020 PR cost 05-30-2020 PR cost 05-30-2020 PR cost 05-30-2020 PR cost 05-30-2020 PR cost 05-30-2020 PR cost 05-30-2020 PR cost 288.008838 Hardware Accessories L RDG 04 i 0 Carlos Alarcon Godoy Wade E Hall Carlos Alarcon Godoy Travis Montoya Wade E Hall Carlos Alarcon Godoy Travis Montoya Carlos Alarcon Godoy Carlow Alarcon Godoy Travis Montoya Travis Montoya Wade E Hall Wade E Hall Cost Code Total 8.00 8.00 2.00 3.00 2.00 10.00 12.00 32.00 6.00 32.00 6.00 8.00 21.00 Overtime: 20 153.00 150 04 18 2020 PR w 1.1 0 REG REG REG REG REG REG REG OT OT OT uubl -allua Alniuuit tfuuuy 05-02-2020 PR cost Carlos Alarcon Godoy 05-02-2020 PR cost Travis Montoya 05-09-2020 PR cost Carlos Alarcon Godoy 05-09-2020 PR cost Travis Montoya 05-16-2020 PR cost Carlos Alarcon Godoy 05-23-2020 PR cost Carlos Alarcon Godoy 05-23-2020 PR cost Travis Montoya 05-30-2020 PR cost Carlos Alarcon Godoy 05-30-2020 PR cost Travis Montoya 05-30-2020 PR cost Wade E Hall Cost Code Total Job Total 13.00 19.00 11.00 10.00 8.00 5.00 9.00 10.00 10.00 8.00 107.00 103 Overtime: 28 443 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: May 2020 Covid-19 Costs for Northwest Partitions COP #: 5517 DATE: 615/2020 BP 09.20 Northwest Partition $6,825.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $6,825.00 $163.12 -$0.12 Total Change Request $6,988.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2.39% To: NORTHWEST PARTITIONS BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: COVID-19 impacts for May 2020 Page 1 of 1 REQUEST FOR CHANGE ORDER Ref.# COR-0059 External/RCO# GC Ref# Date May 29, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor COVID-19-DW Total Miscellaneous Charges Quantity UOM Unit Total Rate Total 93 00 Hrs 93 00 72 31 $6,724.83 Total Labor $6,724.83 Total GL Insurance 1% B&0 Tax .48% $67.25 $32.60 Total Miscellaneous Charges $99.85 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: June 4, 2020 1:18 PM T 425-375-2500 Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $6,724.83 $0.00 $0.00 $0.00 $99.85 $6,825.00 $0.00 .00% $0.00 .00% Total: $6,825.00 F 425-375-2540 http://www.nwpart.com Committed Cost Included Labor Hours Report Northwest Partitions, Inc. - Northwest Partitions, Inc. From MAY-01-2020 to MAY-31-2020 Hours Page 1 of 1 REG OT(1.5x) DT(2x) Total 15992 15992 COVID-19-DW Alejandro Ramirez 1.0 .3 1.3 Alfredo Camacho Ruiz 1.0 1.0 Anthony R Parrish 10.5 10.5 David L Wylie .5 .5 Israel E Bernal Perez 1.0 1.0 Ramon R Garcia 11.3 11.3 Ricardo Platero Miranda 17.8 17.8 Richard R Spooner 6.0 6.0 Robert Boucher 37.3 37.3 Sergio Hernandez Castro 6.8 6.8 15992 COVID-19-DW Total 93.0 .3 93.3 Report Total 93.0 .3 93.3 Run on: June 4, 2020 9:00 AM Committed Cost Included Employee Detail Date Labor Hours Report Northwest Partitions, Inc. - Northwest Partitions, Inc. From MAY-01-2020 to MAY-31-2020 Job Number Sub/Section Cost Code Hours Page 1 of 2 REG OT(1.5x) DT(2x) Total 01-MAY-2 01-MAY-20 15992 COVID-19-DW BOUR912'Robert -Boucher 05-01-20 2066 15992 COVID-19-DW Total 01-MAY-20 Total 04-MAY-2 04-MAY-20 15992 COVID-19-DW BOUR912'Robert Boucher 05-04-20 2066 15992 COVID-19-DW Total 04-MAY-20 Total 05-MAY-2 05-MAY-20 15992 COVID-19-DW BOUR912'Robert Boucher 05-05-20 2066 15992 COVID-19-DW Total 05-MAY-20 Total 06-MAY-2 06-MAY-20 15992 COVID-19-DW BOUR912'Robert Boucher 05-06-20 2066 15992 COVID-19-DW Total 06-MAY-20 Total 07-MAY-2 07-MAY-20 15992 COVID-19-DW BOUR912'Robert Boucher 05-07-20 2066 15992 COVID-19-DW Total 07-MAY-20 Total 08-MAY-2 08-MAY-20 15992 COVID-19-DW BOUR912'Robert Boucher 05-08-20 2066 15992 COVID-19-DW Total 08-MAY-20 Total 11-MAY-2 11-MAY-20 15992 COVID-19-DW BOUR912'Robert Boucher 05-11-20 2066 15992 COVID-19-DW Total 11-MAY-20 Total 12-MAY-2 12-MAY-20 15992 COVID-19-DW BOUR912Robert Boucher 05-12-20 2066 15992 COVID-19-DW Total 12-MAY-20 Total 13-MAY-2 13-MAY-20 15992 COVID-19-DW BOUR912'Robert Boucher 05-13-20 2066 15992 COVID-19-DW Total 13-MAY-20 Total 14-MAY-2 14-MAY-20 15992 COVID-19-DW BOUR912'Robert Boucher 05-14-20 2066 15992 COVID-19-DW Total 14-MAY-20 Total 15-MAY-2 15-MAY-20 Run on: June 29, 2020 1:02 PM 15992 COVID-19-DW 15992 COVID-19-DW 15992 COVID-19-DW 15992 COVID-19-DW 15992 COVID-19-DW 15992 COVID-19-DW 2.0 2.0 2.0 2.0 2.0 2.0 2,3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 15992 COVID-19-DW 2.3 2.3 2.3 2.3 2.3 2.3 15992 COVID-19-DW 2.3 2.3 2.3 2.3 2.3 2.3 15992 COVID-19-DW 2.3 2.3 2.3 2.3 2.3 2.3 15992 COVID-19-DW 2.3 2.3 2.3 2.3 2.3 2.3 Committed Cost Included Employee Detail Date Labor Hours Report Northwest Partitions, Inc. - Northwest Partitions, Inc. From MAY-01-2020 to MAY-31-2020 Job Number Sub/Section Cost Code Hours Page 2 of 2 REG OT(1.5x) DT(2x) Total 15-MAY-2 15-MAY-20 15992 COVID-19-DW BOUR912 Roberl Boucher 05-15-20 2066 15992 COVID-19-DW Total 15-MAY-20 Total 18-MAY-2 18-MAY-20 15992 COVID-19-DW BOUR912 Robert Boucher 05-18-20 2066 15992 COVID-19-DW Total 18-MAY-20 Total 19-MAY-2 19-MAY-20 15992 COVID-19-DW BOUR912 Robert Boucher 05-19-20 2066 15992 COVID-19-DW Total 19-MAY-20 Total 20-MAY-2 20-MAY-20 15992 COVID-19-DW BOUR912 Robert Boucher 05-20-20 2066 15992 COVID-19-DW Total 20-MAY-20 Total 27-MAY-2 27-MAY-20 15992 COVID-19-DW BOUR912 Robert Boucher 05-27-20 2066 15992 COVID-19-DW Total 27-MAY-20 Total 28-MAY-2 28-MAY-20 15992 COVID-19-DW BOUR912 Robert Boucher 05-28-20 2066 15992 COVID-19-DW Total 28-MAY-20 Total 29-MAY-2 29-MAY-20 15992 COVID-19-DW BOUR912 Robert Boucher 05-29-20 2066 15992 COVID-19-DW Total 29-MAY-20 Total Report Total 15992 COVID-19-DW 2.3 2.3 2.3 2.3 2.3 2.3 15992 COVID-19-DW 2.3 2.3 2.3 2.3 2.3 2.3 15992 COVID-19-DW 2.3 2.3 2.3 2.3 2.3 2.3 15992 COVID-19-DW 2.3 2.3 2.3 2.3 2.3 2.3 15992 COVID-19-DW 2.0 2.0 2.0 2.0 2.0 2.0 15992 COVID-19-DW 2.0 2.0 2.0 2.0 2.0 2.0 15992 COVID-19-DW 2.0 2.0 2.0 2.0 2.0 2.0 37.3 37.3 Since Robert was the foreman on this project, besides the typical time it has been taking for the system check -in & cleaning of tools and equipment he was also doing safety monitor patrols to make sure we and other trades were following the proper rules and distancing. Looking at above, looks like he typically spent an hour on the safety monitor while the other time is the check -in and cleaning. Run on: June 29, 2020 1:02 PM CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 011 DATE: 6130/2020 PROJECT NO.: 91630501 PROJECT NAME: PSP —Justice Center TO: BUDGET NO.: 305.98 CONTRACT NO.: 18-049.1 ( P ) 1 8-049(P) Council Approval N/A Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: See Attached Exhibit "A" We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 7/6/20 ,//By Title Project Manager Original Contract (without tax)* $ 34,049,999.00 APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 1,882,422.00 Date (9 I (-V Contractor BNBuilders This Change Order (without tax) $ 277,690.00 REV. CONTRACT AMOUNT $ 36,210,111.00 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) Deputy City Administrator SOJ Program Director ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) - -117-hp 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. cF *„.) ci2 toliN Ex il "A" C A i,! x=E CITY OF TUKWILA Project Name Project # TO CONTRACTOR: - SU` A Y $FC A - PUBLIC SAFETY PLAN Justice Center CO # 11 91630501 Contract # 18-049.1 (P ) Date 6/29/20 BNBuilders 2601 Fourth Ave, Suite 350 Seattle, WA 98121 COP/CCD # Description Reason Code Amount COP 5015 NSS Funding for Excluded Scope at GMP. Funding for Owner -added scope in Negotiated Support Services (NSS) including Builders Risk Insurance policy, site security and fencing, time lapse camera, project photos, consultant fees and jobsite parking. OC $131,571.00 COP 5035 8" Waterline Replacement (ASI 012). Costs associated with Water District 125's plans review requirement to relocate and replace the existing waterline in front of the new building. These include: traffic control, sawcut existing pavement, excavate the trench for new waterline using a vactor truck, backfill the trench. After encountering multiple unknown utilities in conflict with the location of the new waterline, it was determined that it was not feasible to relocate the waterline without moving other major utilities. The Water District and City agreed to keep the existing waterline in place. AD $109,494.00 COP 5079 Window Sill Attachment (RFI 293). Added steel plates for the Level 1 windowsill attachment per JRS comments to maintain performance of weather barrier. DC $6,722.00 COP 5089.1 Partition at Clerks Window Counter Reception (RFI 303). Added (2) partitions at Court reception counter and (1) at PD clerks counter. Custom 3Form panels needed and the standard off the shelf item was no longer applicable. Extra mounting hardware was needed along with additional material for partitions. OC $8,994.00 COP 5096 Intercom at Door B119.1 (ASI 023). Added intercom outside B119.1 and installed new partition wall in evidence lab A138. OC $3,781.00 COP 5100 RFI 351 - Duct Leakage Testing (Credit). DLR confirmed that pressure test requirement for low pressure ductwork downstream of VAV's could be eliminated without impact on quality or performance of ductwork. OC -$4,948.00 COP 5104 Additional Electrical Box Walk Items. Additional power and data receptacles for TV monitor connectivity (HDMI/USB) per City TIS request and added duress button in A105. OC $13,900.00 COP 5109 Added Steel for Area C Storefronts (RFI 250 & 252). Added steel angle to support window S2.C. and a raised curb to door C103 for structural support. DC $4,274.00 COP 5115 Relocate Duct in North Wall of C135. Relocate ductwork along the north wall of C135 Courtroom to avoid conflict with clerestory windows and provide more natural light. OC $1,732.00 COP 5135 Storefront Hardware Revisions (Credit) (RFI 298 & 393). Revised door hardware at storefront due to concerns about product availability and durability of originally specified hardware. OC -$17,538.00 COP 5158 Furring Steel Column in A208 DT Room (RFI 465). Added drywall and wall pads to cover exposed steel column in PD exercise room. OC $1,559.00 COP 5168 Relocated Gun Locker and Added Pedestal (ASI 034). Relocated PD weapons locker from interior vestibule to Sallyport and added weather resistent pedestal suitable for outdoor use. OC $4,862.00 COP 5177 PSE Gas Meter Exterior Panel (RFI 418). Cut and split the exterior panel behind the PSE gas meter into two pieces to eliminate need to shut off gas line if exterior panel must be maintained or replaced. OC $1,223.00 COP 5182 Courtroom Etched Glass Panels Revisions (RFI 238.1). Increased material and installation costs due to coordination and detailing of design and mounting method. DC $10,564.00 COP 5198 Power for North Lot Detector Assembly (RFI 473). Additional electrical pathway for Fire Service Detector Check Assembly added in ASI 012 per Water District 125. AD $1,500.00 Change Order No. 11 $277,690.00 BNBuilders June 11, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for NSS Funding for Excluded Scope at GMP Dear Ethan, BNBuilders hereby submits our proposal for NSS funding for various scopes of work that was excluded at the time of signing the GMP. This includes consultant fees, site security & fencing, time lapse cameras, parking, BRI policy and project photos. The total proposal of this subject work is One Hundred Thirty -One Thousand Five Hundred Seventy -One dollars $131,571.00. 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 5015 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@,soseaj.com) Geri Urbas (qeri.urbas@bnbuilders.com) Steve Schmitz (sschmitz@dIrqroup.com) Bu Hers• 2601 4L, AvorrJe, Su Ite 330 \AJJ:\ 98'121 ;206_82 O5.382,344O Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP 14; 5015 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 5111/2020 DESCRIPTION OF CHANGE: NSS funding excluded at GMP: Consultant Fees: $15,000 Site Security & Fencing: $9,000 Time Lapse Camera: $15,000 Parking: $10,000 BRI Policy: $72,000 Project Photos: $7,500 NSS Scope GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $128,500.00 $3,071.15 -$0.15 Total Change Request $131,571.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2.39% Tukwila Justice Center BNBuilders GMP Narrative 05/15/19 Contract Documents: 1. Project Schedule is attached 2. Project Drawing and Specifications is attached 3. Subcontracting Plan with MACC 2 Amount is attached 4. BNB Owned Equipment and Commodity Pricing List is attached 5. VE Log is attached Assumptions, Clarifications and Exclusions: Please see the following assumptions, clarifications and exclusions that our GMP is based on: 1. VE Log: The amounts reflected for value engineering reflect values based on the scope we best defined at the time of this GMP and are rough order of magnitude allowances. Actual pricing to be reconciled once detailed design is completed and a subsequent add or deduct change order to the contract shall be executed. 2. BP 31.00 — Earthwork & Utilities: Unit prices for over -excavation, structural fill and removal of contaminated soil were included as part of the bid package scope. Cost overages beyond the remaining extended cost for each item are to be addressed via Owner Change Order. 3. Consistent with the Geotech Report, the project estimate and bid is based on using native materials. We will follow the recommendations per the Geotech report and do our due diligence in protecting the material. In the event the native material becomes unsuitable during the course of the project and must be replaced with import, any cost beyond our allowance is at the Owner's expense and shall not be paid out of GCCM contingency. 4. All design fees, permitting, etc., associated with SCL Electrical Service is excluded from the GMP amount and shall not be funded out of GCCM contingency. 5. All design fees, permitting, etc. associated with PSE Gas Service Connections for the building is excluded from GMP and shall not be funded out of GCCM contingency. 6. Replacement of Existing Eight (8") Inch Waterline Along Tukwila International Blvd is specifically excluded from GMP. Final cost for this scope shall be re -visited once design is finalized. 7. BNBuilders discloses, and Owner acknowledges, the following companies as affiliate companies to BNBuilders: • Grizzly Retail Rentals, LLC • Tek Rentals • Western States Logistics The Owner hereby acknowledges the work or services provided by these affiliate companies will not be competitively bid. 8. Negotiated Site Service: The following costs are excluded from the GMP: a. Builders Risk b.Time-Lapse Camera c. Aerial Shots d. SCL Expediter (McKinney & Associates) e. Outreach Coordinator (D. Nava) f. Travel for QC Purposes g. Construction Parking h. Security Camera L Final Clean 9. Other Exclusions: a. Building, MEP Permits and Fees b. Special Inspections (conce1e,Geotech'etc.). c. Utility company connections, fees and charges d. Commissioning Agent e. BNBuilders is not responsible for Professional Liability (E&O) insurance Coverage. BNB is not providing any design services and excludes any liability for design. Bidder -designed scopes nfwork will beunder the Subcontractor's insurance. f. City, County, State, pUDand P5Erequirements g. Gas and Water Meters h. All Owner soft costs and FF&E i. Washington State Sales Tax j. Any cost associated with Owner move -in orrelocation costs k. Exterior envelope consultant fees and/or costs associated with project document or detail revisions resulting from exterior enclosure consultant review comments |. Overtime / Shift Premiums m. Lost days, downtime, or other time or cost impacts associated with archeological findings nno,impacting this project site. n. Any and all costs (above and beyond item 3 above) associated with Handling, Removal, or Disposal of Contaminated Soils, underground storage tanks (UST's) and / or Hazardous Material (e.g. Lead, Asbestos, PCB's, etc.) not specifically identified by Owner's consultant o. Unreferenceddetails, orblanket document notes without indicted quantities (i.e. as required, asnecessary, etc.) p. Unforeseen conditions orrelocation ofexisting services not identified in the project documents q. Procurement, handling, distribution, nrinstallation ofOwner Furnished and Installed (UFO|)Fixtures Furnishings &Equipment r. Additional costs from the bid sets to the Conformance Set not captured under addenda issued during the phased bidding period. 10. Clarification: Liquidated damage are tied tuSubstantial Completion, not Physical Completion (punch list work as.defined inthe Cnntrort). END OF NARRATIVE BNBuilders June 10, 2020 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 12 — Waterline Revision Dear Ethan, BNBuilders hereby submits our proposal (Rev 3) for the 8" waterline work associated with ASI 012. Due to the proximity of known utilities and placement adjacent to TIB, much of the excavation for the new waterline was done by vacuum truck in lieu of standard excavation equipment. During the excavation, multiple underground utilities were found. None of these had been previously identified in the contract documents. In light of these conflicting utilities, it was determined that the relocating the new waterline to an alternate location was not feasible. The costs associated with this proposal is for sawcutting, excavating and backfilling the trench that would have been used for the new waterline. The total proposal of this subject work is One Hundred Nine Thousand Four Hundred Ninety Four dollars $109,494.00. 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 5035 in the forthcoming change order. Sincerely, Jeff Clark Project Manager BI\IBuilders 2(.3:01 Ave Suite 330 Seattle, \IV,L\ 13123 T: 205.132.3:443 '3U 206.382,3440 BNBuilders CC: Justine Kim (justinek@soseaj.com) Geri Urbas (geri.urbas@bnbuilders.co ) Steve Schmitz (sschmitz@dIrgroup.com) B.NBuilders 2601 4thAv.enL Suite.350 Seatae, \NA 9821 T: 206.382.3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY B N B Lt liners PROJECT NAME: Tukwila Justice Center CCD/ASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: ASI 12 - Waterline Revisions. COP #: 5035 DATE: 611612020 BP 31.00 Iliad $106,938.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $106,938.00 $2,555.82 $0.18 Total Change Request $109,494.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 2.39% BNB BNBuilders Subcontractor CP Breakdown Summary TJC Project No. SUBCONTRACTOR: Iliad Demo old water main. Install new main and DESCRIPTION OF WORK: make connections per ASI 012 I. SUBCONTRACTOR'S DIRECT WORK Cost Event #: CP #: Document #: 25 25 Date: 6/10/2020 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) 29,380 25,855 8,171 63,405 II, SUBTIER SUBCONTRACTORS G. Subtier Subcontractor Cost (Subcontractor Estimates Attached) 1) 2) 3) 4) Evergreen Sawcut Pro -Vac H. Subtotal Subcontractor Costs Direct Cost 2,589 $ 22,375 $ $ $ - $ Fee 24,964 $ III. FEE Breakdown Per Contract A. Fee on Direct Work (Item E) B. Fee on Subtier Subcontractor Direct Costs (Item H) 15% 9,510.82 8% 1,997.12 IV. SUBTOTAL SUBTOTAL (Total of Parts I, 11, Ill Above) Liability Insurance Bond Costs V. TOTAL $ 99,877 5.80% 5,793 1% $ 1,268.04 TOTAL (Total of Parts I, II, III, IV Above) VI. UNIT PRICE TOTAL TOTAL 106,938 COP Cost Breakdown Protect Name: TJC Project No. Subcontractor Iliad Work Description: Demo old water main. Install new main and make connections. per ASI 012 Cost Eventp:. 25 CP N: 25 Documents Dale: 10/162019 Spec Section. Description Ouanti Unit Prod. Hours A. Labor B. M renal C. Equipment D, Contact Unit Price Unit Prices Cost E1wur Cost 5/Unit Costs 5/Un2 Costs 1 laborer(Pre<on, Traffic Control setup) 1025-10-29 1ea 10 59.91 S 599 5 - 5 - 1 - 5 Operator (Gordon) 1ea 71,46 5 2.144 1 - S - 5 - Opemtor(Scott) 1 57 71,46 5 4,073 5. $ 1 - Operator(Eric) 1e 63 71.46 1 4.502. 0 5 - 5 Engineering Apprentice (Jeremy) 1 81 6827 1 5.530 1 - S - 5 - Grading. Engineer (Chris) iea 70 68.27 S 4,779" 5 - 5 - 5 Working Foreman (Dominic Bresee) i 53 80.90 1 4.268 5 - 5 - $ " Traffic Control Supervisor 1 63 55,00 $ 3,465 5 - 1 - 5 - 5 Excavator 1 e 34 52.05 1 1,770 Excavator 1 ea 34 37.85 51287 Excavator Volvo 1 ea 33.93 1 - Loader 1ea34 44.12 51,500 Rotary Laser 1 6 997 5 60 Tool Truck 1 ors 42 804 5 338 Excavator (standby 11/13-11-15) 1ea 24 52.05 $ 1,249 Excavater (standby 11/13.11-15) 1ea 24 37.85 5 908 Loader (standby 11I1}11-/5) 1 ea 24 44.12 11,059 5 - Malarial Export (11/19) 12. yd 19.00 5 228 5l& Import(11/19,11201 108.24 ton 22.00 S 2,381 Pea Gravel Import (11/19) 1532 ton 39,00 5 597 5 - 1 1/4 Impart (11/19) 17 ton 2200 5 374 2-4" Spoils (11/4) 30.12 .ton" 3835 S 1,155 Cold Mu Asphalt (10/31:11/4;1120) 2493 ion 90,00 S 2.244 Pro Vac Tricks (11/5,: 1116, 112, 11/8,11/11, 11/12) Evergreen Sawcut (11/4, 11/5, 11/8). Barrier Wall 6 Plas1c Water Pilled 107 a LS 12.853 Barrier Pickup Charge 1 e L5 248 Pelican! Barricade Signage, A118W Board, Cones 1 ea LS 5600 Traffic Control Plan design 1 ea LS 175 fowler 25%ra5tdck tee 1: Labor for restock (1 operator and 2 laborers) 0 hr 19128 S - Lab rTotal: 5 29.380 Mal Total: $ 25.855 Eq. Total: 5 8,171 85 WATER UNE EXTENSION MATERIALS RETURNED 0 LEEVE LONG PAITERry d, AwWAC153 LESSPOCFSSOPIES (53 /50LeS1. /0 1 S 129.41 129.41 5 5 - tt586/ 0/1E T1 la.1$ LENGT11A5PHAtn1 COATED AN51/AWWAC161/A1L.S1nn6 CEMENT 1NE6A5v/AWWA 104/411A WTms33 GASKET 474.5 " $ - 23.67 11,231.42 $ - 5 - POLMILAP BAG ,6.6e'xla'10NGPIVE,:0'WIOEx,id SECTONSAn Intl foR .0 5. - 0.43 275,20 1 - 5 - COL VWRAPUCE 1omIL. 16. 5 - 5.75 92.00 1 - 5 - Ell, .01VVAc100.05.1410 8074551691851 1 5 " 127.19 127.79 1 - 9 - a- FL 17.1 OLAWWA 19/51119 LB51 S 5. - 376.27 376.27 5 - 5 - a. [nLE IRONA11x OAG GATE 06/50 AWWA C51581 11117 5741 LESS 5IEOI1861e51 4 5 -- 1,159.94 4,479.36 23. VALVE e6%BASE 4 1 - 26.68 106.72 $ - $ - VALVE B0770Paa0aSLIP 7704 4 S - 42.92 171.68 5 - 1 - LID fORB40VALVE BOX bEEPSxIRTt4200rWATER- 4 1 - 11.03 44.12 5 S - rt. CAP S93AWWACI5B000815606(10Ie51 1 5 - 58.72 58.72- MAW. Ci53,4L,1E55ACCESS 1591a51 S - 104,40 417.60 1 5 1/2 ELLOiAWWAc153c/L1ES5 ACCESS(5103) 2 " 5 - 101.69 203.30 5 5 - 6'FI IOO DI:AWW0019l.4k;1012011ES51861a5) xfL7EEDLAW 1 $ - 176.72 176,72 5 S. - 119CY7183 L05) 3 325.16 325,16 ADAPTER DI, AWwAc153, C/1LFSSACC I561B51 3 106.57 106.57 ti. WEDGE ACTON NO MT 10a CI EW/Bo1i5,WEDGE ACTION GLAND 6 GAULT(90710 WITH BLACK LETfEAIivGi 25 69.43 1,735,75 A. SLACK NUTK1ra PER 3/4-x31/2-, A 307,GRAOE 6 13,58 75.4e att.PO.T 1/B RING GASKET RED 303819.150a 6 2,94 17.64 Received 0nsia7 Yes Date Total 10/312019 Yes 10/312019 $11,231.42 Yes 10/31/2019, 11/42019 $ 275.20 Yes 10/312019, 11/4/2010 5 9200 Yes 101312019 $ 127.79 Yes 10/312019 S 37627 Yes 10/312019 $ 4,479,36 Yes 10/31/2019 $ 106.72 Yes 10/312019 5. 171.68 Yes 10/31/2019 5 44.12 No 1 Yes 10/31/2019 5 417.60 Yes 10/312019 1 203.38 Yes 10/312019 S 176:72 Yes 10/312019 $ 325.16 Yes 10212019 5 106,57 Yes Yes Yes 10/31/2019 5 1,735.75 10/31/2019 $ 75,48 10I312019 S 17,84 V.. Ilvergreen Concrete Cutting, Inc BOX 1751 Stunner, WA 08390 H00-480_1494 BILL TO E RG E CONCRETE curriNG, INC. r JOB ADDRESS Illad, Inc 1107 S Bailey St Seattle, WA 98108 Federal Tax ID (LIN) 91-1(,71410 Contractor's Registration: EV liRGCC945CP ATE it ti 1/1312019 89601 15045 Tukwila International Blvd S Tukwila Job AtTJC DATE 4/19 11/5/19 11(6/19 DESCRIPTION Ticket #189801 1) 323x 4" Concrete Slab 1) 128' x 8" Concrete Slab 1) 40 x 2" Asphalt Cutting 1) Slurry Barrel Removed Ticket #186289 Show Up Fee - Job Canceled - No Charge Ticket #186624 2) 4-1/2" Core Drill Hole, Drilled 6" Deep 1) 430' x 4" Asphalt Cutting 1) Slurry Barrel Removed ECEI E NOV 18 2019 BY: QTY/FT 323 128 40 1 2 430 1 P.O. NO, TERMS N/A Not 30 RATE/FT AMOUNT 3.00 4.80 1.00 100.00 125.00 1.20 100.00 969.00 614.40 40.00 100.00 250.00 516.00 100.00 We look forward to working with you again. Total S2,589.40 If this account is in default and is assigned to a collection agency for collection, then (Customer) shall be liable for any and all costs associated with the collection process. If legal action is commenced, then Washington law shall apply, (Merchant) may place venue in the Superior Court of Pierce County, Washington and the prevailing party shall be awarded its taxable costs and reasonable attomey fees. I F 034 kts 'se )3 Billing Address Iliad, Inc. 1107 South Bailey Street Seattle, WA 98108 USA Description of Work Invoice 58347 Invoice Date 11/8/2019 Completed Date 11/8/2019 Customer PO Job Address Iliad #TJC 15045 Tukwila International Boulevard Tukwila, WA 98188 USA 11/5 thru 11/8 Task # Description Quantity Your Price Your Total PWOP 11/8 - Truck #25 - Operator Only 5 50 $215.00 $1,182.50 PWOL 11/5 - Truck #450 - Operator & Laborer 8.00 $255.00 $2,040.00 PWOLOT Operator/Laborer - OT 3.00 $285.00 $855.00 PWOL 11/6 -Truck #25 - Operator & Laborer 8.00 $255,00 $2,040.00 PWOP 11/6 -Truck #445 - Operator Only 8.00 $215.00 31,720.00 PWOPOT Operator Only - OT 3.00 $245.00 $735.00 PWOL 11/6 - Truck #450 - Operator & Laborer 2.50 $255.00 3637.50 PWOP 11/7 - Truck #445 - Operator Only 8.00 S215.00 $1,720.00 PWOPOT Operator Only - OT 4.00 $245.00 $980.00 PWOL 11/7 - Truck #450 - Operator & Laborer 8.00 $255.00 $2,040.00 PWOLOT Operator/Laborer - OT 2.00 $285,00 $570.00 PWOL 11/8 - Truck #520 - Operator & Laborer 8.00 $255.00 $2,040.00 PWOLOT Operator/Laborer - OT 1.00 $285.00 $285.00 #400 Disposal - Loads 14.00 $395.00 $5,530.00 Sub -Total $22,375.00 Tax $0,00 Total Due $22,375.00 Balance Due $22,375.00 Thank you for choosing Pro -Vac This invoice is agreed and acknowledged. Payment is due upon receipt A service fee will be charged for any returned checks, and a financing charge of 1% per month shall be applied for overdue amounts. 11/8/2019 I have inspected all of the work done by Pro -Vac pursuant to the contract terms agreed by me at Iliad #T,IC I find that all work has been completed in a satisfactory and workmanlike manner. I have been given the opportunity to address concerns and/or discrepancies in the work provided, and I either have no such concerns or have found no discrepancies or they have been addressed by Fitzgerald, Andrew to my satisfaction, My signature here signifies my full and final acceptance of all work performed by the contractor pursuant to the contract as agreed. 11/8/2019 Billing Address Iliad, Inc, 1107 South Bailey Street Seattle, WA 98108 USA Pro -Vac PO Box 24351 Seattle, WA 98124 253-435-4328 Description of Work Invoice 58843 Invoice Date 11/12/2019 Completed Date 11/12/2019 Customer PO Job Address Iliad frTJC 15045 Tukwila International Boulevard Tukwila, WA 98188 USA 11/11 and 11/12 ET to Hydro Excavate Task # Description Quantity Your Price Your Total PWOP 11/11 - Truck /1265 - Operator Only 8.00 $215.00 51,720.00 PWOPOT Op Only - OT 2.00 $245.00 5490.00 PWOP 11/11 - Truck 4470 - Operator Only 7.00 $215.00 $1,505.00 PWOP 11/12 - Truck 420 - Operator Only 7,00 $215.00 $1,505.00 PWOP 11/12 - Truck 4450 - Operator Only 8.00 $215.00 $1,720.00 4400 Disposal - Loads 5.00 $395,00 51,975.00 Sub -Total $8,915.00 Tax 50.00 Total Due $8,915.00 Balance Due $8,915.00 Thank you for choosing Pro -Vac This invoice is agreed and acknowledged. Payment is due upon receipt. A service fee will be charged for any returned checks, and a financing charge of 1% per month shall be applied for overdue amounts. 11/12/2019 I have inspecced all of the work done by Pro -Vac pursuant to the contract terms agreed by me at Iliad #TJC . I find that all work has been completed in a satisfactory and workmanlike manner. I have been given the opportunity to address concerns and/or discrepancies in the work provided, and I either have no such concerns or have found no discrepancies or they have been addressed by Yochum, Kyle to my satisfaction. My signature here signifies my full and final acceptance of all work performed by the contractor pursuant to the contract as agreed. 11/12/2019 Iliad, Inc. 1107 South Baily Street Seattle, Washington98108 P: (206) 282-4200 Daily Log: Wednesday 11/13/2019 OBSERVED WEATHER CONDITIONS No. Weather Delay Sky 1 No EQUIPMENT LOG Temp Project: Tukwila Justice Center 15045 Tukwila International Blvd Tukwila , Washington98188 Average Precipitation Wind Ground/Sea No. Equipment Name Cost Code Hrs Operating Hrs Idle Inspected? Inspection Time Location 1 Volvo L7OH loader, DJ 664k 8.0 No 12::40PM loader, BW211D-40 Vibratory Roller, CAT 325F Excavator, Kobelco 145 Excavator, Kobelco 85 excavator, Volvo Excavator w /hoe pac Ford 750 dump truck, walk behind compactor, jumping jack, sweeper, water buffalo Notes: MANPOWER LOG No. Contact/Company Cost Code 1 IliadNW Notes: Manpower Log's Attachments: NOTES LOG No. Issue? Location Comments 6 Workers I 48.0 Man Hours Workers # Man Location Hours Hours 6 8.0 48.0 6 48.0 1 No Meeting with engineer: #1 Existing Water main. KCWD will put a window through. #2 no thrust blocks within 10". Reaching out to SCL to determine if power is high voltage or not. Will they allow restrained bend if no TB? Engineer: find out info from SCL. Iliad: find out info about cutting ex. water line from KCWD Iliad, Inc. Page 1 of 2 Printed on 11/19/2019 at 12:41PM PST NOTES LOG No. Issue? Location Comments 2 No On standby for ASI 012 waterline work. See plan revisions. Notes Log's Attachments: PLAN REVISION LOG No. Plan # 1 Notes: TCS onsite 8 hours 8 hours standby: Revision Case Excavator Kobelco Excavator Loader Traffic control signage, barriers, cones. By Title ASI 012 Waterline Tracking Category Date Copies To Iliad, Inc. Page 2 of 2 Printed on 11/19/2019 at 12:41PM PST Iliad, Inc. 1107 South Baily Street Seattle, Washington98108 P: (206) 282-4200 Daily Log: Thursday 11/14/2019 OBSERVED WEATHER CONDITIONS No. Weather Delay Sky 1 No EQUIPMENT LOG No. Equipment Name Temp Project: Tukwila Justice Center 15045 Tukwila International Blvd Tukwila , Washington98188 Average Precipitation Wind Ground/Sea Cost Code Hrs Operating Hrs Idle Inspected? Inspection Time Location 1 Volvo L7OH loader, DJ 664k 8.0 No 01:55PM loader, BW 211 D-40 Vibratory Roller, CAT 325F Excavator, Kobelco 145 Excavator, Kobelco 85 excavator, Volvo Excavator w /hoe pac , Ford 750 dump truck, walk behind compactor, jumping jack, sweeper, water buffalo Notes: MANPOWER LOG No. Contact/Company Cost Code 1 lliadNW Notes: Manpower Log's Attachments: NOTES LOG No. Issue? Location Comments 3 Workers I 24.0 Man Hours Workers # Man Location Hours Hours 8.0 24.0 3 24.0 No South lot Equipment on standby for ASI 012 waterline work. Waiting on design team for answer to RFI 2 No Site conditions at bio-infiltration swales: condition good, no construction debris, runoff, water accumulation 3 South lot Re -aligning the already installed downspout connections On t&m, 7 locations. See work order submitted 11/20 to Jeff Notes Log's Attachments: Iliad, Inc. Page 1 of 2 Printed on 11/20/2019 at 08:17AM PST 2. 3. 4F1096E9-5010-4410-9081-FEM17657911.1pq 85696973-8127-492B-893C-9C8AB2OACAA2,jpg PLAN REVISION LOG No. Plan # 1 Notes: TCS onsite 8 hours 8 hours standby: Revision Case Excavator Kobelco Excavator Loader Traffic control signage, barriers, cones. By FC771999-C389-4EDEADC2-92027CDAB14Flpg. E7670B5E-E1336-41AA-AA2F-61FE5B04FD001pg Title ASI 012 Waterline Tracking Category Date Copies To Iliad, Inc. Page 2 of 2 Printed on 11/20/2019 at 08:17AM PST Iliad, Inc. 1107 South Baily Street Seattle, Washington98108 P: (206) 282-4200 Daily Log: Friday 11/15/2019 OBSERVED WEATHER CONDITIONS No. Weather Delay Sky 1 No EQUIPMENT LOG Temp Project: Tukwila Justice Center 15045 Tukwila International Blvd Tukwila , Washington98188 Average Precipitation Wind Ground/Sea No. Equipment Name Cost Code Hrs Operating Hrs Idle Inspected? Inspection Time Location 1 Volvo L7OH loader, DJ 664k 8.0 No 12:40PM loader, BW 211D-40 Vibratory Roller, CAT 325F Excavator, Kobelco 145 Excavator, Kobelco 85 excavator, Volvo Excavator w /hoe pac , Ford 750 dump truck, walk behind compactor, jumping jack, sweeper, water buffalo Notes: MANPOWER LOG No. Contact/Company Cost Code 1 IliadNW Notes: Manpower Log's Attachments: NOTES LOG No. Issue? 1 No Location Comments 2 Workers I 16.0 Man Hours Workers # Man Location Hours Hours 2 8.0 16.0 2 16.0 South lot Continuing downspout re -alignment. See attached Work Order submitted to Jeff on 11/20 Notes Log's Attachments: PLAN REVISION LOG No. Plan # 1 Notes: 8 hours standby., Case Excavator Kobelco Excavator Revision Title ASI 012 Waterline Tracking Category Iliad, Inc. Page 1 of 2 Printed on 11/20/2019 at 08:19AM PST PLAN REVISION LOG No. Plan # Revision Title Category Loader Traffic control signage, barriers, cones. 2 Downspout adjustments Tracking Notes: 8 hours: 2 Iliad laborers Tool Truck By Date Copies To Iliad, Inc. Page 2 of 2 Printed on 11/20/2019 at 08:19AM PST BNBui ders June 12, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 293 — Level 1 Window Sill Attachment Dear Ethan, BNBuilders hereby submits our proposal for adding steel plates for the level 1 windowsill attachment per the JRS comments as identified in RFI 293. The total proposal of this subject work is Six Thousand Seven Hundred Twenty -Two dollars $6,722.00. 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 5079 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseai.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrqroup.com) 2601 4' Avenue, Suite 350 Seattle, WA 98121 T; 206 382.3443 F: 2062332.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCDIASI #: COP #: 5079 GENERAL CONTRACTOR: BNBuilders, Inc. DATE: 611212020 DESCRIPTION OF CHANGE: RFI 293 • Level 1 Window Sill Attachment. Added steel plate per JRS comments IBP 08.40 General Storefronts 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $6,402.001 $6,402.00 $320.10 -$0.10 Total Change Request $6,722.00 To the best of my knowledge and belief, I certify that all costs listed above are correct, Contractor Signature Date 5.00% (AIN ERAL STOREFRONTS, INC. COP/CHANGE ORDER SLAIN!' ProOct Name: Tukwilla Justice Center Subc.3ntractor: General Storefronts, Inc, Desci,aption: RFI 293: Add 1/4" x 8" wide primed steel plate a Date 11/129A9 COP# RI 29, sill ot mes S6A,S3C,S3B,S3A.S2,C,S2B,S2A,151A 3 'c5e,5 per ieri01 for fastening.- This is for material and ma °nal prep ory The iitiUtiun w6 ot dude i\IIATERIAL COSTS a. material costs ='raight costs (itemize) T&M Tickets voided- Nothing submitted to BNB. E.C1 iF ME:NT COSTS a, cental" equipment (per spec approved source) .3wned equipment (per invoices attached) Itemize all costs on attached COP Cost Breakdown form, 2,65420 $ JOSSIIE COSTS a. ;abor5 2.842,41 material costs oVERHE,AL) 8, PROFIT a. NTE 15% portion of 1, 2, & 3 824,40 SUB -TIER CONTRACTORS / SUPPLIERS 2iVERHEAD 8, PROFIT ON SUB -TIER CONTRACTORS NTE 5% of Line 5 for each sub -tier 1. E3 o .fir 1rrease $ $ 1. MATERIAL COSTS 5 2. EQUIPMENT COSTS $ 3. JOBSITE COSTS $ 2.842,t2t 2.654.()0 SUBTOTAL 1 thru 3 FS 5,495 00_ 4. OVERHEAD & PROFIT 5. SUB -TIER CONTRACTORS $ 6. OVERHEAD & PROFIT ON SUBCONTRACTORS $ 1.500 % oft-3 & 5 82.44 7. Bond $ TO-FAL COST 3 6,402.00 mattlta: and Prep Ordy Page of Project Name: Project No. GSi CO No. COPICCD / PR t RFI No. t01 Date: Description Quantity Unit type LeOcr Materlsll Unit 5 Equipru nt Iolal Cost Unit 5 Cost Cost Ur1il S Cn l Labor Apprentice 0 his 580.43 5 - Journeyman 15 hrs 584.94 5 1.274.08 Foreman 15 hrs $86.12 $ 1,291.81 Driver 4 hrs 569.13 276.52 Project Manager 0 hrs 577.37 5 - Project Adminslralor 0 hrs 54fi.28 $ _ Administrative 0 540.20 5 Safely Costs 1 Is 50.00 Document Reproduction 1 Is 50.00 S Small Tools 1 Is 5 �� Jobsite Subtotal 5 2,842,41 $ $ 2,842.41 Materials Steel plate 1 Is 5 $0.00 $ 1,609.20 Glass i Is 5 S0,00 a Mirrors 1 Is $ 50.00 $ Sealant 1 Is $ 50.00 $ Windows 1 Is $ 50.00 $ Automatics 1 1 Is Is 5 S0.00 S0.00 S S 545,00 Misr: Material $ Paint 1 Is S S0.00 S Travel/Parking 1 Is S0,00 S Flashing 1 Is 50.00 S Hardware 1 Is Skylights(Canopies Shop Dra,Jngs 1 1 Is Is 5500.110 50,00 .`b9 00 5 $ 500.00 $ uip�u,.�rt iNaterlal au11tc7fal S t3 5 2,6 .4.2U , 654 2t1 5 2654.20 a ; `r i t7tal Co t n Mcir rl l E uo mcntSutrlolal Request for Information RFI No: 293 B N Builders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: November 08, 2019 Submitted To: Steve Schmitz Submitted By: Ephram Harsh DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Level 1 Window Sill Attachment Discipline: Architectural Document Reference: 25/A10.1 Spec Section: Potential Cost Impact: Yes Potential Schedule Impact: Subcontractor: Northshore Exteriors Subcontractor RFI No: Question Date Required: 11/15/2019 The sill attachment shown on detail 25/A10.1 will mean penetrating the thermal break. Please see attached revised detail and confirm if acceptale. Answer - Provide fastening information on metal plate to back angle or stud framing. - Fasten through sealant as shown in mock-up. - Foil -faced SA to be provided per reviewed storefront mock-up. JRS COMMENTS (ANN; 11/15/19): JRS understands that the metal back angle is the structural attachment for the storefront. Therefore we recommend confirming requirements for the type of fasteners to be used and any location/spacing requirements for both back angle to plate and back angle to storefront frame. Answered by: Steve Schmitz DLR Group Date Answered: 11 /15/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 DLR Group: Rejected, SHIM NERE OCCUR METAL FLASHIN TRIM TO MATCH MOD. METAL PANEL SUB GIRT MODULAR METAL PANEL STARTER TRACK PER MANUF'R. BASE FLASHING SET IN SEALANT PAVING OR MOW STRIP PER CIVIL/LANDSCAPE LEVEL 0 Attachment --L gifftgl =AIME kUIiiUflfl 1 ! i 1 /4" Plate ud framing 4.1 as 4 - a , ALUM. STOr "ONT WITH SYSTEM A ERM. VERT. ULLIONS PAINTED 11/16" THK. MDF STOOL Shim as needed SEALANT & BACKER /4" ROD BOTH SIDES METAL STUDS METAL WRAP INSULATED CORE BACK UP PANEL R-21 SEALANT & ACKER ROD ER SCHED. • DLR Group: Revised detail transmitted 11.13.19 by Ephram Harsh, SHIMS WHERE OCCUR METAL FLASHING TRIM TO MATCH MOD. METAL PANEL SUB GIRT MODULAR METAL PANEL STARTER TRACK PER MANUF'R. BASE FLASHING SET IN SEALANT PAVING OR MOW STRIP PER CIVIL/LANDSCAPE LEVEL 01 \\\\\\\\\\\\\\\ Fasten through sealant as shown in mock-up, Sealant & Backer rod 2"x2"x 1/4" --_,===.7.11.1MMET ISM All.1 1 • Stud framin - / - DLR Group: Provide fastening information on metal plate to back angle or stud framing. ALUM. STOREFRONT WITH SSG SYSTEM AT INTERM. VERT. MULLIONS PAINTED 11/16" MDF STOOL /4" Plate Shim as needed SEALANT & BACKER ROD BOTH SIDES METAL STUDS METAL WRAP INSULATED CORE BACK UP PANEL R-21 SEALANT & BACKER ROD BASE PER SCHEID. 00 BNBuilders June 12, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI-303 Partition at Clerks Window Counter Reception Dear Ethan, BNBuilders hereby submits our proposal for (2) partitions at reception counter and (1) at clerks counter per RFI 303. The total proposal of this subject work is fifteen thousand eight hundred and thirty dollars $8,994.00. 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 5089.1 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustineksoseai.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrqroup.com) BNBuilders 2601 411' Avenue, Suite 350 Seattle, WA 98121 T: 206382.3443 F: 206.3823440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBtsilders PROJECT NAME: Tukwila Justice Center CCDIASI #: RFI 303 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5089 DATE: 611212020 DESCRIPTION OF CHANGE: (2) partitions at reception counter and (1) at clerks counter per RFI 303. Through submittal process the panels were grown and the standard off the shelf item was no longer applicable. Extra mounting hardware was needed along with additional material for partition. Delta between $22,588.69 - $14,657.79. IBP 06.40 BNB (Architectural Casework) 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $8,565.371 $8,565.37 $428.27 $0.36 Total Change Request $8,994.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: Contractor Name: BNBuilders DATE: RFI 303 5089.1 611212020 DESCRIPTION OF CHANGE: (2) partitions at reception counter and (1) at clerks counter per RFI 303. Through submittal process the panels were grown and the standard off the shelf item was no longer applicable. Extra mounting hardware was needed along with additional material for partition. Delta between $22,588.69 - $14,657.79. 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 $o.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractors Mark-up on Sub -tier Subcontractor(s) $7,930.90 $634.47 Total Subcontractor Change Request $8,565.37 To the best of my knowledge and belief, I certify that all costs listed above are correct, Contractor Signature Date 15% 8% INTERIOR WOODWORKING SPECIALISTS INTERIOR WOODWORKING SPECIALISTS 15337 NE 92nd Street Redmond, WA 98052 TRANSMITTAL Date: 5/12/20 Project: 19019 TUKWILA JUSTICE CENTER To: BNBUILDERS, INC 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 Office: (206) 382-3443 Attn: Jeff Clark, Project Manager From: Jam i HaIse jhalse@interionvoodworking.com (425) 559-7213 WE ARE SENDING YOU El Change Order Proposal WE ARE SENDING BECAUSE 2 For approval REMARKS Revised pricing for 09 Clerks window A110 and C28 Reception 0111 change order pricing. Pricing includes wider partitions per redlined submittal. We need to get this material on order as soon as possible due to the 25 day lead time. We cannot install the casework in these areas until we install the 3-form partitions. Please provide approval by 5/15 if possible. Page 1 of 1 INTERIOR WOODWORKING SPECIALISTS Change Order Number: 40 Rev: 4 Date: 5/12/2020 To: BNBUILDERS, INC Project: 19019 TUKWILA JUSTICE CENTER 2601 Fourth Avenue, Suite 350 15001 Tukwila International Blvd. Seattle, WA 98121 Tukwila, WA 98188 Office: (206) 382-3443 PM: Jami Halse The contractor agrees to perform and the owner agrees to pay for the following changes to this contract Notes: Addition of (2) 3form partitions at the reception side C111 per RFI-303. Pricing reflects updated sizing as requested by architect. Source: RFI-303 A Craft Labor Costs B Material Costs C Equipment Costs $895.00 $13,739.27 $0.00 D Subtotal (A + B C) $14,634.27 E Small Tools (0°. of (A + 15%)) $0.00 F Safety (oo. of A) $0.00 G Overhead & Profit (1.5° of D) $2,195.14 H Sub -Subcontractors $440.00 I Overhead & Profit on Sub -Subcontractors (so. of H) $35.20 J K Insurance (o°,, of J) L Bond (0°. of J) Subtotal (D + E + F H+ I) $17,304.61 $0.00 $0.00 M. Negative changes will lower the overall contract price requiring no additional payment by owner Grand Total (J K + LI $17,304.61 Requested Amount of Change: $17,304.61 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 The impact to schedule will be changed by $741,640.63 $9,315.35 $750,955.98 $17,304.61 $768,260.59 5/12/2020 8:25:29 AM Page 1 of 2 INTERIOR WOODWORKING SPECIALISTS Direct Labor [AS BUILTS ASSEMBLY DELIVERY Hours Change Order Number: 40 Rev: 4 Date: 5/12/2020 Rate Extended With/P&OH 1.00 $125.000I $125.00 $143.75 2.00 1.00 I SUBMITTALS Materials ACRYLIC 4.00 $90.000 $180.00 $207.00 $90.000 $90.00 $103.50 $125.000 $500.00 $575.00 Unit Qty Unit Amount Extended With/P&OH Sub -Subcontractors 1.00 $13,739.27 $13,739.271 $15,800.16 ELITE Signed: Title: Date: Signed: Title: Date: Amount With/P&OH $440.00 $475.201 5/12/2020 8.25.29 AM Page 2 of 2 INTERIOR WOODWORKING SPECIALISTS Change Order Number: 41 Rev: 4 Date: 5/12/2020 To: BNBUILDERS, INC Project: 19019 TUKWILA JUSTICE CENTER 2601 Fourth Avenue, Suite 350 15001 Tukwila International Blvd. Seattle, WA 98121 Tukwila, WA 98188 Office: (206) 382-3443 PM: Jami Halse The contractor agrees to perform and the owner agrees to pay for the following changes to this contract Notes: Addition of (1) 3form partition at the clerks window A110 per RFI-303. Pricing reflects updated sizing as requested by architect. Source: RFI-303 A Craft Labor Costs B Material Costs C Equipment Costs $635.00 $3,753.24 $0.00 Subtotal (A B C) E Small Tools (0°0 of (A + 15°0)) F Safety (0°° of A) G Overhead & Profit (15oao D) H Sub -Subcontractors I Overhead & Profit on Sub -Subcontractors -a of H) $4,388.24 $0.00 $0.00 $658.24 $220.00 $17.60 Subtotal ID E + F +G + H+ I) K Insurance (oor, ot J) L Bond (0°. of $5,284.08 $0.00 $0.00 M Negative changes will lower the overall contract price requiring no additional payment by owner. Grand Total (J ±K r_ L) $5,284.08 Requested Amount of Change: $5,284.08 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 The impact to schedule will be changed by $741,640.63 $9,315.35 $750,955.98 $5,284.08 $756,240.06 5/12/2020 8:14:07 AM Page 1 of 2 INTERIOR WOODWORKING SPECIALISTS Direct Labor AS BUILTS SUBMITTALS [ASSEMBLY Ho 11 rs Rate Change Order Number. 41 Rev: 4 Date: 5/12/2020 Extended With/P&OH 1.00 $125.000 $125.00 $143.75 $431.251 $90.00 $103.50 1DELIVERY 0.50 $90.000 $45.00 $51.751 Materials [ACRYLIC Unit Qty Unit Amount .00 Extended With/P&OH $3,627.64 $3,627.64 4,171.79 MISC HARDWARE 1.00 Sub -Subcontractors $0.00 $125.60 $144.441 Amount With/P&OH ELITE $220.00 Signed: Title: Date: Signed: Title: Date: $237.60 5/12/2020 8:14:07 AM Page 2 of 2 "vitt, SAlk'vt: kl%1 SHIP TO (Commercial) Lee Steigerwald INTERIOR WOODWORKING SPECIALISTS 15337 NE 92nd St. Redmond WA 98052, USA PHONE — 4258811328214 CARRIER: ABF W/ PRIOR NOTIFY NOTE: Hardware may ship separately SHIPPING OPTIONS Project Quote : WQ-950019 (Tukwila Justice Center — 340427) Valid Through: Jun 5, 2020 BILL TO Sage Basher INTERIOR WOODWORKING SPECIALISTS 15337 NE 92ND ST REDMOND WA 98052, USA EMAIL — SBasher(a) nte o mood working,s,o m Estimated Lead Time (in business days, shipping time excluded) NOTE: Any change in the product, quantities, or services could extend the lead time, ittAitrikh Application - Clerks Window i,,,,.,,,, REFERENCE IMAGE ONLY I V I 1 1 I Select additional shipping options: IFJ INCLUDE FREIGHT INSURANCE * D LIFT GATE ($100 ADDITIONAL FEE) ** INSIDE DELIVERY (ADDITIONAL FEE) ** * If not selected buyer accepts full responsibility for any damages incurred in transit. ** Required for all residential deliveries. SUMMARY DESCRIPTION: Frameless partition with top and bottom channels Qty (1) unit @ 47.375" w x 114" h * See the back of the quote for more details * Hardware finish is Satin Anodized Aluminum * Pricing includes cutting, polished edges, and all hardware Digitai Printing Varia Ecoresin Varia Digital Printing Pond Gradient, OP iv SO-510457.2 1/2" sandstone sandstone ALL REQUIRED 3FORM HARDWARE IS INCLUDED IN PRICE SOLUTION PRICE (USD) $3,348.44 3-form.com 1.800.726.0126 1/ Project Quote : WQ-950019 (Tukwila Justice Center) Valid Through: Jun 5, 2020 Application - Reception REFERENCE IMAGE ONLY SUMMARY DESCRIPTION: Frameless partition with top and bottom channels Qty (2) units @ 69" w x 108" h * See the back of the quote for more details * Hardware finish is Satin Anodized Aluminum * Pricing includes cutting, polished edges, and all hardware Digital. Printing Varia Ecoresin Varia Digital Printing Nautical Gradient, OP iv SO-510457,1 1/2" sandstone sandstone ALL REQUIRED 3FORM HARDWARE IS INCLUDED IN PRICE SOLUTION PRICE (USD) 3-form.com 1.800.726.0126 29.0'8 Project Quote : WQ-950019 (Tukwila Justice Center — 340427) Valid Through: Jun 5, 2020 PRICING SUMMARY SOLUTIONS (USD) [ $16,477.52 SHIPPING AND PACKAGING (USD) i $692.69 1 FREIGHT INSURANCE (USD) $123.58 1 TAFF CHARGE SUBTOTAL (USD) $73.12 $17,366.91 \" '`k7•„:" • >4;,, $17,366.91, t, ZftliatViLL: DISCLAIMER: In order for 3form to ensure this quote meets your project requirements, additional information may be required. To ensure accuracy, please review all details and contact your PM if a revision is needed. If no revision is requested, 3form assumes that the specifications in this quote are accurate and complete and the order will be produced accordingly. 77. , Estimator • Dena Vick, 801-994-8129 • dena. vick@:3-form cam Project Coordinator • Adam Cross, 801-994-8143 • aciam,cros$.@3-fornixoli Sales Rep — Maryam Taylor, 425-728-8694 3-form.com 1.800.726.0126 Project Quote : WQ-950019 (Tukwila Justice Center) Valid Through: Jun 5,2020 ma rya In „it trn&Q.In ILIMISIZEIMISMISMINCICALMICKNOMMidWIESIMISCIUSISt Specifier (ARCHITECT OR DESIGNER) — Dillon Webster I DLR Group .:00A :44 44.4.4 3-form.com 1.800.726.0126 4/5 Project Quote : WQ-950019 (Tukwila Justice Center — 340427) Valid Through: Jun 5, 2020 CONTRACT DETAILS 1. For a list of standard products that qualify for the two week lead time please go to . , 2. Orders can be expedited for an additional fee, depending on material availability and production schedule. Expedite fees range from 25% to 60% of order depending on desired lead time and the order size. For specific information go to , 3. 3form products are made to order, therefore we cannot accept returns. 4. Sheet size and gauge tolerance varies depending on product. For more information on this contact your Project Manager. 5. Payment in full is due at time of order placement on any materials/solutions with a lead time of less than 2 weeks. For longer lead time orders, 50% deposit is due upon receipt of a signed P.O., with the balance due prior to shipment. Check copies are scanned to 3form's bank for deposit. 6. Orders ship F.O.B. Salt Lake City. Freight is prepaid and billed to Customer, or Freight Collect. 7. Cancellation fee for signed P.O.s is 10% of original order value plus a fee for the work completed through the cancellation date. 8. Custom Fabrication is available in-house. Please call for details. Customer acknowledges that, to the extent any product ordered is to be fabricated, customer (a) has reviewed and agreed that all seams are visible and subject to some slight irregularities and, (b) understands that if the fabricated product is to be heat draped or molded, the surface finish of the Varia product will be subject to slight irregularities due to the fabrication process. 9. Materials are subject to 3form's limited product warranty and product specifications. Please review at . „.... ,•.. i, .,.. 10. Lead time for custom, oversize sheets, orders including fabrication or large volumes will be determined at time of order placement. Lead times are subject to change. 11. A fork lift with long tine forks is required for safely unloading the shipment. Failure to use a fork lift equipped with long tines may void your 3form warranty. Please inspect your shipment for damage prior to signing the delivery receipt. On the rare occasion that the shipment is damaged please accept the delivery and note the damage on the receipt, take pictures of the shipment prior to unpacking, document any damage to the individual pieces, and forward all pictures to 3form as soon as possible. 3form is unable to help with a shipping claim if concerns are not noted on the POD (Proof of Delivery). Glass orders are shipped with 'Shock Watch' and 'Tip and Tell' indicators on the exterior of the crate. Please inspect these prior to accepting delivery and note any damage on the POD. 12. All prices are in USD. THESE GOODS ARE SUBJECT TO 3FORM'S CONDITIONS OF SALE FOUND AT: .,a•FORi4,CLea` IDOWNi OA!z'a';'co!`Si,=S`i'ltoNSOFSAL€ ACCEPTANCE PAYMENT INFORMATION Select Payment Method ❑ CHECK* *Please include a copy of your check when faxing your order to begin production immediately. Please include the 3form quote number on all check payments (e.g. "WO-688240") CREDIT CARD INFORMATION * $ CARD NUMBER EXPIRATION DATE CCV MONTH YEAR AUTHORIZATION ❑ CREDIT CARD ❑ OTHER Please make checks payable to 3form: 3FORM 2300 SOUTH 2300 WEST SALT LAKE CITY, UT 84119, USA " I understand a 2% credit card convenience fee will be added to my INITIAL YOUR order total if the amount charged, to any number of credit cards, for ACCEPTANCE my order is $5000 or greater. • Please nfee, thatoif yourpace is under $ and you Order. like to avoid this fee, you can place your order via Click to Order. $ I'm authorizing 3form to charge my card, at the time of shipping, for the remaining balance due on this order. By completing the information below, I am requesting that this Quote be used as my Purchase Order. By signing this document, I am confirming all details including the customer contact information and shipping information as indicated on this quote are correct. NAME TITLE CUSTOMER PO NUMBER ** **Customer PO Numbers are for reference only. Details in this quote supersede any details in a P0. Please ensure this quote's accuracy prior to ordering. SIGNATURE DATE 3-form.com 1.800.726.0126 47. 7 DIglIciPlIntatig Dear er,:rlirg nw-A gigittg?rirling Printnng Digi=t Prrinting bi Printing giOnt finei DI gltgl Printing trItIrAt lint Ditri.inl Print,Ins Digitat Printing nrinrgig Digext Psnr g, rdttaE Pr rlir: 47.0"xl '11.75" jnL ois44 iains CiglIal ;antis: OlgW FrInd ng ic;l%rid rnti Dh C164./ rtinC6ts v,rtia 0;544 rti,ains cIwItrinthg DiglarlrrInlIng te,c114 01141 trini irrkt Mtn* rligirrn ['tinting VIM \\ 34.5" 34.5" \I 34 .19"xl 05.75"34.19"x105.75" • BNBuilders Request for Information RFI No: 303 Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: November 14, 2019 Submitted To: Steve Schmitz Submitted By: Ephram Harsh DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Partition at Clerks Window Counter & Reception Discipline: Architectural Document Reference A1.1A, A1.1C, 21/A11.3, Spec Section: 13/A11.3 Subcontractor Subcontractor RFI Ncr Question Date Required: 11/21/2019 Floor plans and elevations show partition divider walls at Reception CL11 and Clerks Window A110. No other details are given Please advise on material specifications for these partitions as well as details showing dimensions, attachments, etc. Answer See attached for a sketch and cut sheet for the proposed product and installation method. Dillon Webster, DLR Group 11.27.2019 Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 A11.5 '^ T124 - 9' OVERALL I 8' 3" ADA_ 7 8' 3° STANDARD ' -9' 3' STANDARD 20 1 14 A115 A i\ PARTITION "' �-"- PARTITIO.1 R - 0► �� i k 2. 0' ► 2' 0... COUNTERTOP: SS-2 CABINET FACE PLAM-1 FULL HEIGHT PARTITION COURTS RECEPTIONCASEWORK SCALE 1/4' =1'-0' CLERKS WINDOW -1 16' - 6' OVERALL RECORDS LOBBY <A100> 8' -3' STANDARD S6.2_ T NNi 1 PASS-TH• 11u / fi t _ --{PARTITION r P KI BASE ASSCHEDULED COUNTERTOP: SS-2 CABINET FACE: PLAM-1 3 CLERKS WINDOW COUNTER A11.3, SCALE: 1/4'=i'-0' 9 " N[2438 4mm] PANEL HEIGHT 981A. 42495 6mm] SECTION P SCALE 1:2 47.5" , [1206.5mm] p PANEWIDTH 48' [1219.2mm KEYED NOTES REFER TO READY TO GO DOCUMENTS FOR PART QUANTITIES, PRICING, AND KIT INFORMATION REFER TO 3forn ANCHORING SOLUTION DOCUMENT FOR ANCHORING INFORMATION AND LIMITATIONS; WWW.3- FORM.COWANCHORING ALL DIMENSION IN THIS DOCUMENT BASED ON MAX PANEL SIZE RELATIVE TO SOLUTION FOR TECHNICAL INFORMATION REFER TO VVWW.3-FORM.COM/HARDWARE FOR GAUGE COMPATABILITY INFORMATION REFER TO VIANW.3-FORM.COM/GAUGE 200.25 - READY TO GO SOLUTION NOT FOR CONSTRUCTION, DESIGN AID ONLY TOP SUPPORT 11X17 SHEET, DO NOT SCALE DRAWING LAST MODIFIED DATE: 6/19/2017 RTG - 200.25 - REV-001 DIMENSIONS WITHIN THIS SURROUND CAN BE MODIFIED WITHIN PANEL OR HARDWARE LIMITATIONS, SEE SOLUTION DOCUMENTS Page 1 of 3 1883 :41 3mmj 3-15-1 86 11 I .2asm I 291' 9:33 28,rnj 3-15-1887 • • • I14 5mm 3-15-18 ; ;88 ss 18:21:1-9, 1213 1:b2:3 0 3-15-1869-K t .. 3 .3.3,33 ' 3smsb:: 119 822ns sss- :188,13 BLE 2513mm: 3-15-1897-K 3-15-1889-K 3-15-1886 3-15-1887/ 2:/s8/:bn 132rnmj 3-15-1897-K Lb; 91111111 3-15-1498-K All Detail Views are 1:2 Scale unless specifed otherwise. 3-15-1888 3-15-1886 3-15-1897-K 3-15-1889-K/. 1/2" GAUGE CHROMA PANEL 1/2GAUGE CHROMA PANEL 81,s,1521498-K 3-15-1887 3-15-1888 200.25 - READY TO GO SOLUTION NOT FOR CONSTRUCTION, DESIGN AID ONLY TOP SUPPORT 11X17 SHEET, DO NOT SCALE DRAWING LAST MODIFIED DATE: 6/19/2017 RTG - 200.25 - REV-001 KEYED NOTES REFER TO READY TO GO DOCUMENTS FOR PART QUANTITIES, PRICING, AND KIT INFORMATION REFER TO Non, ANCHORING SOLUTION DOCUMENT FOR ANCHORING INFORMATION AND LIMITATIONS; VVWW.3- FORM.COM/ANCHORING ALL DIMENSION IN THIS DOCUMENT BASED ON MAX PANEL SIZE RELATIVE TO SOLUTION FOR TECHNICAL INFORMATION REFER TO VVWW.3-FORM.COM/HARDWARE FOR GAUGE COMPATABILITY INFORMATION REFER TO VVWW.3-FORM.COM/GAUGE DIMENSIONS WITHIN THIS SURROUND CAN BE MODIFIED WITHIN PANEL OR HARDWARE LIMITATIONS, SEE SOLUTION DOCUMENTS %' [6.4mm] SECTION B 96° .42438.4mm] 2495.6mm] -,[2438 4mm] PANEL HEIGHT B B 47.5' J1206.5mm] PANEL WIDTH ADD A PANEL CONFIGURES: A-B-A-B 200.25 - READY TO GO SOLUTION NOT FOR CONSTRUCTION, DESIGN AID ONLY I TOP SUPPORT 11X17 SHEET, DO NOT SCALE DRAWING LAST MODIFIED DATE: 6/19/2017 RTG 200.25 - REV-001 KEYED NOTES REFER TO READY TO GO DOCUMENTS FOR PART QUANTITIES, PRICING, AND KIT INFORMATION REFER TO Tom ANCHORING SOLUTION DOCUMENT FOR ANCHORING INFORMATION AND LIMITATIONS; WWW.3- FORM.COM/ANCHORING ALL DIMENSION IN THIS DOCUMENTBASEDON MAX PANEL SIZE RELATIVE TO SOLUTION FOR TECHNICAL INFORMATION REFER TO W W W.3-F OR M. C O M/HARD WA R E FOR GAUGE COMPATABILITY INFORMATION REFER TO W WW.3-FORM. C OM/GAUGE 1 DIMENSIONS WITHIN THIS SURROUND CAN BE MODIFIED WITHIN PANEL OR HARDWARE LIMITATIONS, SEE SOLUTION DOCUMENTS Page 3 of 3 11.701951207PM TOP CHANNEL PER MANUFACTURER 3FORM 1/2" THICK VARIA ECORESIN, GRADIENT PATTERN fBOTTOM CHANNEL PER MANUFACTURER SECTION RECEPTION PARTITION ELEVATION NOTE: AT CLERKS A110 GRADIENT COLOR TO BE 3FORM "NAUTICAL" B54 AT RECEPTION C111 GRADIENT COLOR TO BE 3FORM "POND" N46 \\_ Ili 0 C) U_ U- TOP CHANNEL PER MANUFACTURER 3FORM 1/2" THICK VARIA ECOR GRADIENT PATTERN BOTTOM CHANNEL PER MANUFACTURER DLR ginginagring Nanning Interiors RFI 71171.00 V32019. 303 TUKWILA JUSTICE CENTER CITY OF TUKWILA Attachment No. to Dated INTERIOR WOODWORKING SPECIALISTS Change Order Number. 40 Rev 3 Date: 12/05/2019 To: BNBUILDERS, INC Project: 19019 TUKWILA JUSTICE CENTER 2601 Fourth Avenue, Suite 350 15001 Tukwila International Blvd. Seattle, WA 98121 Tukwila, WA 98188 Office: (206) 382-3443 PM: Jami HaIse The contractor agrees to perform and the owner agrees to pay for the following changes to this contract Notes: Addition of (2) 3form partitions at the reception side C111 per RFI-303. Source: RFI-303 A Craft Labor Costs B Material Costs C Equipment Costs $895.00 $6,980.32 $0.00 Subtotal (A F C) E Small Tools (Q% oi (A -F 15%)) F Safety (o% of A) G Overhead & Profit (is% of D) H Sub -Subcontractors I Overhead & Profit on Sub -Subcontractors (8 of H) $7,875.32 $0.00 $0.00 $1,181.30 $440.00 $35.20 Subtotal (D + E F +G H+ I) K Insurance (o% of J) L Bond ((J.° of J) $9,531.82 $0.00 $0.00 Negative changes will lower the overall contract price requiring no additional payment by owner Grand Total (J + I\ + L) $9,531.82 Requested Amount of Change; $9,531.82 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 The impact to schedule will be changed by $741,640.63 $0.00 $741,640.63 $9,531.82 $751,17145 2/27/2020 6:12:51 PM Page 1 of 2 INTERIOR WOODWORKING SPECIALISTS Direct Labor AS BUILTS 'ASSEMBLY DELIVERY SUBMITTALS Materials ACRYLIC Hours Rate Change Order Number: 40 Rev: 3 Date: 12/05/2019 Extended With/P&OH 1.00 $125.000 $125.00 $143.75 1 2.00 $90.000 $180.00 $207.O0 1.00 $90.000 $90.00 $103.501 4.00 $125.000 $500.00 $575.001 Unit Qty Unit Amount Sub -Subcontractors Extended With/P&OH 1.00 $0.00 $6,980.32 $8,027.37 Amount With/P&OH ELITE Signed: Signed: Title: Title: Date: Date: 2/27/2020 6:12:51 PM $440.00 $475.20 Page 2 of 2 Project Quote : BQ-926946 (Tukwila justice Center — 340427) BILL TO Lee Steigerwald INTERIOR WOODWORKING SPECIALISTS 15337 NE 92nd St. Redmond WA 98052, USA EMAIL — lei©Interiorwoodworkingxom Estimated Lead Time (in business days, shipping time excluded) NOTE: Any change in the product, quantities, or services could extend the lead time. 'Map; \so\ 4.0*N SHIP TO (Commercial) Lee Steigerwald INTERIOR WOODWORKING SPECIALISTS 15337 NE 92nd St. Redmond WA 98052, USA PHONE — 4258811328214 CARRIER: ABF VW PRIOR NOTIFY NOTE: Hardware may ship separately SHIPPING OPTIONS Select additional shipping options: 1Z INCLUDE FREIGHT INSURANCE * ▪ LIFT GATE ($100 ADDITIONAL FEE) '1°1' ▪ INSIDE DELIVERY (ADDITIONAL FEE) ** * If not selected buyer accepts full responsibility for any damages incurred in transit. ** Required for all residential deliveries. Application - Top Support Paritions REFERENCE IMAGE ONLY k#ig SUMMARY DESCRIPTION: Frameless partition with top and bottom channels Qty (2) units @ 42" w x108" h - Nautical Gradient Qty (1) unit @ 42" w x 108" h - Pond Gradient * See the back of the quote for more details * Hardware finish is Satin Anodized Aluminum * Pricing includes cutting, polished edges, and all hardware Digital Printing Varia Ecoresin Varia Digital Printing Gradient color - Nautical SO-TBD 1/2" tbd tbd 3-form.com 1111 1.800.726.0126 Project Quote : BQ-926946 (Tukwila Justice Center) „b7 kit ikt ,val tr.,' • lAtahnt.4414,0 <1.0,044,0 on, *IN ,,R4"4,,,,,m40,14,600aShottonis 4.BINSPVintetV1004,1004-Stt --ter!,o-roWlpgtvl Printing Varia Ecoresin Varia Digital Printing Gradient color - Pond SO- TBD 1/2" tbd tbd ALL REQUIRED 3FORM HARDWARE IS INCLUDED IN PRICE SOLUTION PRICE (usD) $9,848.68 .1. o Stert is to title 3-form.com 1.800.726.0126 Project Quote : BQ-926946 (Tukwila Justice Center — 340427) PRICING SUMMARY SOLUTIONS SUBTOTAL (USD) SHIPPING AND PACKAGING............... SUBTOTAL (uSD) FREIGHT INSURANCE SUBTOTAL (USD) TARIFF CHARGE SUBTOTAL (USD) $9,845.68 $481.60* 73.84 $69.36 DISCLAIMER: In order for 3form to ensure this quote meets your project requirements, additional information may be required. To ensure accuracy, please review all details and contact your PM if a revision is needed. If no revision is requested, 3form assumes that the specifications in this quote are accurate and complete and the order will be produced accordingly. Estimator • Dena Vick, 801-994-8129 Sales Rep — Maryam Taylor, 970-405-7823 Specifier (ARCHITECT OR DESIGNER) — Dillon Webster 1 DLR Group 3form 12300 South 2300 West I Salt Lake City, UT 84119 11.800.726.0126 3-form.com 1.800.726.0126 Project Quote: BQ-926946 (Tukwila Justice Center) 3-form.corn 1.800.726.0126 Project Quote : BQ-926946 (Tukwila Justice Center — 340427) CONTRACT DETAILS 1. For a list of standard products that qualify for the two week lead time please go to 2. Orders can be expedited for an additional fee, depending on material availability and production schedule. Expedite fees range from 25% to 60% of order depending on desired lead time and the order size. For specific information go to •• 3. 3form preducts are made to order, therefore we cannot accept returns. 4. Sheet size and gauge tolerance varies depending on. product. For more information on this contact your Project Manager. 5.: Payment in full is due at time of order placement on any materials/solutions with a lead time of less than 2 weeks. For longer lead time orders, 50% deposit is due upon receipt of a signed P.O., with the balance due prior to shipment. Check copies are scanned to 3form's bank: for deposit. 6. Orders ship F.O.B. Salt Lake City. Freight is prepaid and billed to Customer, or Freight Collect. 7. Cancellation fee for signed P.O.s is 10% of original order value plus a fee for the work completed through the cancellation date. 6. Custom Fabrication is available in-house.. Please call for details. Customer acknowledges that, to the extent any product ordered into be fabricated, customer (a) has reviewed and agreed that all seams are visible and subject to some slight irregularities and, (b) understands that if the fabricated product is to be heat draped or molded, the surface finish of the Varia product will be subject to slight irregularities due to the fabrication process. 9. Materials aresubject to 3form's limited product warranty and product specifications. Please review at ,. , ,.1 ,. 10. Lead time for custom, oversize sheets, orders including fabrication or large volumes will be determined at time of order placement. Lead timesare subject to change. 11. A fork lift with long tine forks is required for safely unloading the shipment. Failure to use a fork lift equipped with long tines may void your 3form warranty. Please inspect your shipment for damage prior to signing the delivery receipt. On the rare occasion that the shipment is damaged please accept the delivery and note the damage on the receipt, take pictures of the shipment prior to unpacking, document any damage to the individual pieces, and forward all pictures to 3form as soon as possible. 3form is unable to help with a shipping claim if concerns are not noted on the POD (Proof of Delivery). Glass orders are shipped with 'Shock. Watch' and 'Tip and Tell' indicators on the exterior of the crate. Please inspect these prior to accepting delivery and note any: damage on the POD. 12. All prices are in USD. THESE GOODS ARE SUBJECT TO 3 FORM'S'CONDITIONS OF SALE POUND AT::.14 t0 3-form.com 1.800.726.0126 42.4° 42.0" 4°;:105. 5" 41.63" - n 41 ' 75 INTERIOR WOODWORKING SPECIALISTS To: BNBUILDERS, INC 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 Office: (206) 382-3443 Change Order Number: 41 Rev: 3 Date: 12/05/2019 Project: 19019 TUKWILA JUSTICE CENTER 15001 Tukwila International Blvd. Tukwila, WA 98188 PM: Jami Halse The contractor agrees to perform and the owner agrees to pay for the following changes to this contract Notes: Addition of (1) 3form partition at the clerks window A110 per RFI-303. Source: RFI-303 A Craft Labor Costs B Material Costs C Equipment Costs $635.00 $3,615.76 $0.00 D E Small Tools (O.0 of (A + 15°0)) F Safety (O°. of A) G Overhead & Profit (15.„ of D) H Sub -Subcontractors I Overhead & Profit on Sub -Subcontractors (so, of H) Subtotal (A + B + C) $4,250.76 $0.00 $0.00 $637.61 $220.00 $17.60 Subtotal (D E + F +G + H+ I) K Insurance (1[P. of J) L Bond (0°. of J) $5,125.97 $0.00 $0.00 Negative changes will lower the overall contract price requiring no additional payment by owner Grand Total (J ±I\ L) $5,125.97 Requested Amount of Change: $5,125.97 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 The impact to schedule will be changed by $741,64063 $0.00 $741,640.63 $5,125.97 $746,766.60 2/27/2020 6:15:52 PM Page 1 of 2 INTERIOR WOODWORKING SPECIALISTS Direct Labor Change Order Number: 41 Rev: 3 Date: 12/05/2019 Hours Rate Extended With/P&OH AS BUILTS SUBMITTALS ASSEMBLY DELIVERY 1.00 3.00 $125.000 $125.000 1.00 $90.000 0.50 $90.000 Unit Qty Unit Amount Materials $125.00 $375.00 $90.00 $143.75 $431.251 $71-63".-571) $45.00 $51.75 Extended With/P&OH ACRYLIC 1.00 $0.00 $3,490.16 MISC HARDWARE $4,013.68 Sub -Subcontractors ELITE 1.00 $125.60 $125.60 $144.441 Amount With/P&OH Signed: Signed: Title: Title: Date: Date: $220.00 $237.60 2/27/2020 6:15:52 PM Page 2 of 2 Project Quote : BQ-926946 (Tukwila Justice Center — 340427) BILL TO Lee Steigerwald INTERIOR WOODWORKING SPECIALISTS 15337 NE 92nd St. Redmond WA 98052, USA EMAIL — Estimated Lead Time (in business days, shipping time excluded) NOTE: Any change in the product, quantities, or services could extend the lead time. wolv;,-%*6 ,140Ntiv, NitkilktArf ttl"'1\? AV. 8888, 8 88A, .6j 4444 SHIP TO (Commercial) Lee Steigerwald INTERIOR WOODWORKING SPECIALISTS 15337 NE 92nd St. Redmond WA 98052, USA PHONE — 4258811328214 CARRIER: ABF W/ PRIOR NOTIFY NOTE: Hardware may ship separately SHIPPING OPTIONS Select additional shipping options: El INCLUDE FREIGHT INSURANCE * 0 LIFT GATE ($100 ADDITIONAL FEE) ** 0 INSIDE DELIVERY (ADDITIONAL FEE) ** * If not selected buyer accepts full responsibility for any damages incurred in transit. ** Required for all residential deliveries. PAAVAA k As'AA AA`"AWAXc 4AA'AVi. 400#1•444 ••%4 • *triAW4V,44 AAA\ A • V\z, .koll,NA AAIA *t.4 4At ARV ‘444 , Application - Top Support Paritions IREFERENCE IMAGE ONLY 81t: SUMMARY DESCRIPTION: Frameless partition with top and bottom channels Qty (2) units @ 42" w x 108" h - Nautical Gradient Qty (1) unit @ 42" w x108" h - Pond Gradient * See the back of the quote for more details * Hardware finish is Satin Anodized Aluminum * Pricing includes cutting, polished edges, and all hardware CVO A, 4•AlAttA4 4 N.§AR414,,,,Mt,,,A, 4 §A.7,1v6,71,4,17*7 ' vrr% 4,,, 'ot&kte, let ,,L igkAi t Digital Printing Varia Ecoresin Ecoresin Varia Digital Printing Gradient color - Nautical SO.TBD 1/2" tbd tbd 3-form.com 1.800.726.0126 Project Quote : BQ-926946 (Tukwila Justice Center) .44 1,t! A :14: 4;v4,..\*4.171P11,4" iliSPIAAVA '04,41,1fs 1 4,-,4plile VP 94, r fil4NAIN ''''' Digital Printing Varia Ecoresin Varia Digital Printing Gradient color - Pond SO- TEM 1/2" tbd tbd ALL REQUIRED 3FORM HARDWARE IS INCLUDED IN PRICE SOLUTION PRICE (USD) $9,845.68 3-form.com 1.800.726.0126 2/ Project Quote : BQ-926946 (Tukwila Justice Center — 340427) 4L14$ WAISISTUO PRICING SUMMARY SOLUTIONS SUBTOTAL (USD) $9,845.68 I SHIPPING AND PACKAGING ...... ............... ..... SUBTOTAL (USD) 1 $481.60 1 FREIGHT INSURANCE SUBTOTAL (USD) $73.84 i TARIFF CHARGE ................ ......... ..... . SUBTOTAL (USD) : $69.36 k\, $10 470.48s \:kottua DISCLAIMER: In order for 3form to ensure this quote meets your project requirements, additional information may be required. To ensure accuracy, please review all details and contact your PM if a revision is needed. If no revision is requested, 3form assumes that the specifications in this quote are accurate and complete and the order will be produced accordingly. 1,4 Estimator • Dena Vick, 801-994-8129 • de na k@ 3-form m Sales Rep — Maryam Taylor, 970-405-7823 rap no ril,,tpylpr@,43„40,,r,inik,(0071 Specifier (ARCHITECT OR DESIGNER) — Dillon Webster I DLR Group 3form I 2300 South 2300 West I Salt Lake City, UT 84119 I 1.800.726.0126 3-form.com 1.800.726.0126 Project Quote: BQ-926946 (Tukwila Justice Center) • :,qs :M • • • . 44101,4$4011" Nitt,-ASK:41004 VV04 *444401 3-formcom 1.800.726.0126 WPWWW4, ,-,0040§MK4 4 5 Project Quote : BQ-926946 (Tukwila Justice Center — 340427) CONTRACT DETAILS ViRkA M*f. , 1. For a list of standard products that qualify for the two week lead time please go to 2. Orders can be expedited for an additional fee, depending on material availability and production schedule. Expedite fees range from 25% to 60% of order depending on desired lead time and the order size. For specific information go to 3. 3form products are made to order, therefore we cannot accept returns. 4. Sheet size and gauge tolerance varies depending on product. For more information on this contact your Project Manager. 5. Payment in full is due at time of order placement on any materials/solutions with a lead time of less than 2 weeks. For longer lead time orders, 50% deposit is due upon receipt of a signed P.O., with the balance due prior to shipment. Check copies are scanned to 3form's bank for deposit. 6. Orders ship F.O.B. Salt Lake City. Freight is prepaid and billed to Customer, or Freight Collect. 7. Cancellation fee for signed P.O.s is 10% of original order value plus a fee for the work completed through the cancellation date. 8. Custom Fabrication is available in-house. Please call for details. Customer acknowledges that, to the extent any product ordered is to be fabricated, customer (a) has reviewed and agreed that all seams are visible and subject to some slight irregularities and, (b) understands that if the fabricated product is to be heat draped or molded, the surface finish of the Varia product will be subject to slight irregularities due to the fabrication process. 9. Materials are subject to 3form's limited product warranty and product specifications. Please review at 10. Lead time for custom, oversize sheets, orders including fabrication or large volumes will be determined at time of order placement. Lead times are subject to change. 11. A fork lift with long tine forks is required for safely unloading the shipment. Failure to use a fork lift equipped with long tines may void your 3form warranty. Please inspect your shipment for damage prior to signing the delivery receipt. On the rare occasion that the shipment is damaged please accept the delivery and note the damage on the receipt, take pictures of the shipment prior to unpacking, document any damage to the individual pieces, and forward all pictures to 3form as soon as possible. 3form is unable to help with a shipping claim if concerns are not noted on the POD (Proof of Delivery). Glass orders are shipped with 'Shock Watch' and 'Tip and Tell' indicators on the exterior of the crate. Please inspect these prior to accepting delivery and note any damage on the POD. 12. All prices are in USD. THESE GOODS ARE SUBJECT TO 3FORM'S CONDITIONS OF SALE FOUND AT: 3 FORM. ,..'0.t,-1/DOWNLOADS,CONDITONSCPri,aE 3-form.com 1.800.726.0126 5/5 42.0" 42.0" 42.0" 41.1; "x:105. r 5° 1.63"x105. 5" BNBuilders June 16, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI 23 - Intercom at Door B119.1 Dear Ethan, In accordance with ASI 23 dated 12/31/2019, BNBuilders hereby submits our proposal to install an additional intercom outside B119.1 and install a new partition wall in evidence lab A138. The total proposal of this subject work is Three Thousand Seven Hundred Eighty One dollars $3,781. 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 5096 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 PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI 23 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5096 DATE: 6116/2020 DESCRIPTION OF CHANGE: install an additional intercom outside B119.1 and install a new partition wall in evidence lab A138. BP 09.90 Northwest Complete Contracting $949.00 BP 26.00 Valley $2,652.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment $3,601.00 $0.00 $180.05 -$0.05 Total Change Request $3,781.00 To fhe best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% "The Electrical Solution "1) VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Additional Card Reader and Cat 5 cable at Door B119 SL # DATE 6/16/2020 Addendum# 023 VE JOB # 19146 Time Ext Rqrd (days): RFI# VE CP # 018 Self Performed Work LABOR COST 0.97 hrs $96.12 $ 93.24 SUPERVISION 0.0% lbr $ - SAFETY 0,0% lbr $ SMALL TOOLS 0.0% Ibr $ MATERIAL COST $ 16.11 EQUIPMENT COST 24' Scissor Lift Month OH & PROFIT- SELF 15.0% Subcontractor Quotes Johnson Controls Inc EZ Interface Quote Quote SUBTOTAL COST: SUBTOTAL DIRECT COST QUOTES: OH & PROFIT- SUBS 8.0% Bond Permit Fee BIM 0 hrs $ 85.00 $ 109,35 16.40 $ 1,925.00 414.37 $ 2,339.37 $ 187.15 TOTAL CHANGE PRICE: $ 2,652.00 NOTE: 1) Proposal valid for acceptance within 30 days. 2) While Valley Electric considers our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensation at a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric at the time of settlement on this change. 3) This construction change has been estimated using the drawings furnished; an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, has not been performed. 4) Permit costs are specifically excluded. Should this change, or it become necessary to procure/pay for an increased permit fee this would become an added cost to the change price reflected above. Our proposal amount does not include the following: - Overtime / Shift Work - Fireproofing Repairs - Concrete/GWB Repairs - Shutdown Costs - Painting and Patching Valley Electric Co. Job #19146 Contract # Detailed Labor and Material Breakdown 19146 - CP #018 - ASI 023 Intercom at Door B119.xls Page 2 of 65 Print: 2/19/2020 Description Qty Net Price U Labor U Total Mat($) Total Hours 3/4" CONDUIT- EMT 10 64.96 C 3.2 C $6.50 0.32 3/4" CONN COMP DC - EMT 1 218.63 C 13 C $2.19 0.13 3/4" COUPLING COMP DC - EMT 1 249.37 C 9 C $2.49 0.09 1/2 OR3/4"SNAP CLOSE CLIP- SIDE MNT TO MTL STUD SUPPORT 2 108.16 C 5.76 C $2.16 0.12. 4x 1 1/2" SQ BOX COMB KO W/ FLUSH MTL STUD BRKT 1 229.19 C 23 C $2.29 0.23 4" SQ 1G PLSTR RING 5/8" RISE 1 34.3 C 2.5 C $0.34 0.03 #8x 1/2 WAFER HEAD SHEET MTL SCREW 4 3.47 C 1.5 C $0.14 0.06 SUB COORDINATION (As Needed) 0 1 E $0.00 0.00 POSTING/RECORD DWGS 0 0.04851 E $0.00 0.00 CLEAN UP (5% Lbr) 0 0.004851 E $0.00 0.00 TESTING (.75% Lbr) 0 0.0072765 E $0.00 0.00 WARRANTY (As Needed) 0 0.009702 E $0.00 0.00 Totals: $16.11 0.97 CONFIDENTIAL Z725lHosmerSt. Tacoma, VyA984U9 255'444'5555 B]PxxNAME: CMN5TINALAMBOnN EZ|RNCELL: 206.604.6195 PROJECT NAME: CITY OFTUKVmLAJUSTICECENTER CUSTOMER: CITY OFTVKm/|LA ARCHITECT: DLRGROUP ENGINEER: GENERAL CONTRACTOR: BNB BUILDERS ELECTRICAL CONTRACTOR: VALLEY ELECTRIC pmomTY woxmAL PROJECT CHANGE REQUEST REF#: ASI 23 CHANGE REQUEST INITIATION oys-Z:mO E-Z JOB NUMBER: Z{TyTUKw0I E'ZCHANGE REQUEST REF#CD'n4'Rl VALLEY ELECTRIC REQUEST DATE: 6/8/20 SUBMIT TO: SUBMIT DATE: 6/15V20 CONTACT PHONE FAX couwrUTmu 206.852.8273 CHANGE REQUEST FORM E-ZMEF#CU'O4~R1AS] 23 Page 1 of I DETAILED SCOPE DESCRIPTION PROVIDE LABOR AND MATERIALS FOR 1ADDITIONAL CARD READER CABLE ROUGH |NATBII9PER ASIZ3 DETAILED MATERIAL LIST ¢r u/M ooe MFG PART NUMBER MATERIAL DESCRIPTION UNIT RESALE cxrxema | uuo Fr usLonm zosx000*z000 z4'p000soLcxroxcmxINS vsL 10s/ouxrx vo/o $39 $oxon mxrsnmLrorALS. RESALE $118.00 DETAILED .LABOR CALCULATIONS x«rs Hcx pun^ Surx wcomp Craft Labor Cost | LABOR RESALE PER HOUR $121.16| FIELD LABOR HOUR TOTALS: 2.00 xcsxLs $ z«zaz The pricing contained herein does not include tax, special `e/xxto,special fees. /w»rcnmLmLABOR TOTAL: RESALE $360.32 ox&pz5% $54.05 coGRAND TOTAL $41*.37 AUTHORIZATION TOPROCEED Classification Hourly Wage Medical Pension 401k Training Fund NEBF NECA/A MF SAP LMCC NLMCC Medicare Social Security Workers Comp WA SUTA WA FLMA Foreman Tech (06 Licensed) 42.32 6.00 3.96 2.85 0.55 1.06 0.35 0.10 0.05 0.01 0.61 2.62 0.13 1.00 0.62 Apprentice 3 26.93 6.00 3.01 2.17 0.55 0.81 0.27 0.10 0.05 0.01 0.39 1.67 0.13 0.64 0.40 LABOR RATE BREAKDOWN: Foreman Tech (06 Licensed) Wage Fringe Taxes Total/Hour $ 42.32 $19.91 $9.33 $71.56 Apprentice 3 $ 26.93 $16.20 $6.47 $49.60 TOTAL: $ 69.25 $ 36.11 $ 15.80 $121.16 Total Labor Cost Per Hour $121 16 I Notes: Date TO: PROJECT: 6-8-2020 Valley Electric Tukwila Justice Center- Door B119.1 Intercom ASI Dirt'- Aiphcine ;. (1) Interior IP Video Door Station with labor to program, commission, start up, and test. Total:, ,$1,925.00 Exclusions and Clarifications: 1) JCI pricing is for all parts listed above, programming, start up, and testing of the systems as laid out per the plans referenced. 2) JCI will provide Submittals and shop drawings per plans referenced. 3) JCI is not responsible for mounting or terminating devices listed, unless Installation pricing is accepted, please budget accordingly. 4) Any door locks, door locking hardware, or installation of are provided by others. 5) Any pedestals or bollards are not provided in this proposal. 6) Pricing is based on above BOM listed within this proposal. 7) Pricing based on normal working hours and no phased construction pricing is included in this proposal. 8) No other Permit fees are included in this proposal. 9) WSST is not included in this proposal. Proposal Submitted: Johnson Controls, Inc. Authorization to proceed: Seller Johnson Controls. Buyer By Jacob Deacy By Title Business Development- JCI Title Date 6-8-2020 Date Proposal Valid for 60 Days Taxes not included TERMS AND CONDITIONS By accepting this proposal, Purchaser agrees to be bound by the following terms and conditions: 1 SCOPE OF WORK. This proposal is based upon the use of straight time labor only. Plastering, patching and painting are excluded. "In -line" duct and piping devices, including, but not limited to, valves, dampers, humidifiers, wells, taps, flow meters, orifices. etc., if required hereunder to be furnished by Johnson, shall be distributed and installed by others under Johnson's supervision but at no additional cost to Johnson. Purchaser agrees to provide Johnson with required field utilities (electricity, toilets, drinking water, project hoist, elevator service, etc.) without charge. Johnson agrees to keep the job site clean of debris arising out of its own operations. Purchaser shall not back charge Johnson for any costs or expenses without Johnson's written consent. Unless specifically noted in the statement of the scope of work or services undertaken by JCI under this agreement, JCI's obligations under this agreement expressly exclude any work or service of any nature associated or connected with the identification. abatement, clean up, control, removal, or disposal of environment Hazards or dangerous substances, to include but not be limited to asbestos or PCBs, discovered in or on the premises. Any language or provision of the agreement elsewhere contained which may authorize or empower the Purchaser to change, modify, or alter the scope of work or services to be performed by JCI shall not operate to compel JCI to perform any work relating to Hazards without JCI's express written consent. 2. INVOICING & PAYMENTS. Johnson may invoice Purchaser monthly for all materials delivered to the job site or to an off -site storage facility and for all work performed on -site and off -site. Purchaser shall pay Johnson at the time purchaser signs this agreement an advance payment equal to 10% of the contract price, which advance payment shall be credited against the final payment (but not any progress payment) due hereunder and purchaser agrees to pay Johnson additional amounts invoiced upon receipt of the invoice. Waivers of lien will be furnished upon request, as the work progresses, to the extent payments are received. If Johnson's invoice is not paid within 30 days of its issuance, it is delinquent. 3. MATERIALS. If the materials or equipment included in this proposal become temporarily or permanently unavailable for reasons beyond the control and without the fault of Johnson, then in the case of such temporary unavailability, the time for performance of the work shall be extended to the extent thereof, and in the case of permanent unavailability, Johnson shall (a) be excused from furnishing said materials or equipment, and (b) be reimbursed for the difference between the cost of the materials or equipment permanently unavailable and the cost of a reasonably available substitute therefore. 4. WARRANTY. Johnson warrants that the equipment manufactured by it shall be free from defects in material and workmanship arising from normal usage for a period of one (1) year from delivery of said equipment, or if installed by Johnson. for a period of one (1) year from installation. Johnson warrants that for equipment fumished and or installed but not manufactured by Johnson, Johnson wit extend the same warranty terms and conditions which Johnson receives from the manufacturer of said equipment, For equipment installed by Johnson, if Purchaser provides written notice to Johnson of any such defect within thirty (30) days after the appearance or discovery of such defect, Johnson shall, at its option, repair or replace the defective equipment. For equipment not installed by Johnson, if Purchaser retums the defective equipment to Johnson within thirty (30) days after appearance or discovery of such defect, Johnson shall, at its option. repair or replace the defective equipment and return said equipment to Purchaser. All transportation charges incurred in connection with the warranty for equipment not installed by Johnson shall be borne by Purchaser. These warranties do not extend to any equipment which has been repaired by others, abused, altered or misused, or which has not been properly and reasonably maintained. THESE WARRANTIES ARE IN LIEU OF ALL OTHER WARRANTIES. EXPRESS OR IMPLIED. INCLUDING, BUT NOT LIMITED TO, THOSE OF MERCHANTABILITY AND FITNESS FOR A SPECIFIC PURPOSE. 5. LIABILITY. Johnson shall not be liable for any special, indirect or consequential damages arising in any manner from the equipment or material furnished or the work performed pursuant to this agreement. 6. TAXES. The price of this proposal does not include duties, sales. use, excise, or other similar taxes, unless required by federal, state or local law. Purchaser shall pay. in addition to the stated price, all taxes not legally required to be paid by Johnson or, alternatively, shall provide Johnson with acceptable tax exemption certificates. Johnson shall provide Purchaser with any tax payment certificate upon request and after completion and acceptance of the work. 7. DELAYS. Johnson shall not be liable for any delay in the performance of the work resulting from or attributed to acts or circumstances beyond Johnson s control, including. but not limited to, acts of God, fire, riots, labor disputes, conditions of the premises, acts or omissions of the Purchaser, Owner. or other Contractors or delays caused by suppliers or subcontractors of Johnson, etc. 8. COMPLIANCE WITH LAWS. Johnson shall comply with all applicable federal, state and local laws and regulations and shall obtain all temporary licenses and permits required for the prosecution of the work. Licenses and permits of a permanent nature shall be procured and paid for by the Purchaser. 9. DISPUTES. All disputes involving more than $15,000 shall be resolved by arbitration in accordance with the rules of the American Arbitration Association. The prevailing party shall recover all legal costs and attorney's fees incurred as a result. Nothing here shall limit any rights under construction lien laws. 1 0. INSURANCE. Insurance coverage in excess of Johnson's standard limits will be furnished when requested and required. No credit will be given or premium paid by Johnson for insurance afforded by others. 11. INDEMNITY. The Parties hereto agree to indemnify each other from any and all liabilities, claims, expenses, losses or damages, including attomeys fees, which may arise in connection with the execution of the work herein specified and which are caused, in whole or in part by the negligent act or omission of the Indemnifying Party. 1 2. OCCUPATIONAL SAFETY AND HEALTH. The Parties hereto agree to notify each other immediately upon becoming aware of an inspection under, or any alleged violation of, the Occupational Safety and Health Act relating in any way to the project or project site. 13. ENTIRE AGREEMENT. This proposal, upon acceptance. shall constitute the entire agreement between the parties and supersedes any prior representations or understandings, 14. CHANGES. No change or modification of any of the terms and conditions stated herein shall be binding upon Johnson unless accepted by Johnson in writing 4. Fall NORTHWEST PARTITIONS To: BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: Added wall per ASI #23 Page 1 of 1 REQUEST F(.01< CHANGE ORDER Ref.# COR-0018 External/RCO# GC Ref# Date Jan 03, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Layout Frame Interior Hang Interior GWB Finish Tape Stock DAN - Onsite Clean -Up D/W 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" DRYWALL! X58 90 DEG PAPER BEAD WITH METAL LITE ALL PURPOSE COMPOUND Equipment 19SCISSOR LIFT-2WD ELEC JLG 1930ES - Genie GS-1930 - SKYJACK-SJ1113219 Total Miscellaneous Charges Quantity UOM Unit Total Rate 1.00 Hrs 1.00 77.57 2.00 Hrs 2.00 72.31 1.50 Hrs 1.50 73.76 3.00 Hrs 3.00 70.77 1.00 Hrs 1.00 72.31 1.00 Hrs 1.00 72.31 Size Quantity UOM 13' 6" 4.00 PCS 10' 1.00 PCS 4X12' 2.00 SHT 10' 2.00 EA BOX 2.00 EA Quantity UOM 6 00 EA Total $77.57 $144.62 $110.64 $212.31 $72.31 $72.31 Total Labor $689.76 Unit Price 5328 LF 4788 LF 414 SQFT 364 LF 11 82 EA Total $28.77 $4.79 $39.74 $7.28 $23.64 Total Material Unit Price 3.41 EA $104.22 Total $20.46 Total Equipment $20.46 Total B&O Tax .48% GL Insurance 1% $3.91 $8.18 Total Miscellaneous Charges $12.09 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: January 3, 2020 1:54 PM Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: $689.76 $104.22 $0.00 $20.46 $12.09 $826.83 $122.17 15.00% Total: $949.00 T 425-375-2500 F 425-375-2540 http;//www.nwpart.com : t" NSTR[dGTfOSN :.ik='PLY. Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 Code 6005162-43 6005162-54 6005162-68 6005200-54 6005200-68 6005200-97 6005250-54 6005250-68 600T125-43 600T125-54 600T150-43 600T150-54 600T150-68 600T200-54 600T200-68 600T200-97 600T250-54 600T250-68 150U50-54 200A200-43 600FS-33 400FS-54 CRCCLIPHVY 1625125-30 162T100-30 2505125-33 2505LT250-33 250T125-33 3625125-30 3625125-33 3625125-43 3625162-43 3625162-54 3625250-54 3625250-68 362T125-30 362T125-33 362T125-43 Description 6" 18 Ga Stud w/ 1-5/8" Leg 6°` 16 Ga Stud w/ 1-5/8" Leg 6" 14 Ga Stud w/ 1-5/8" Leg 6" 16 Ga Joist w/ 2" Leg 6°' 14 Ga Joist w/ 2" Leg 6" 12 Ga Joist w/ 2" Leg 6°' 16 Ga Joist w/ 2-1/2" Leg 6" 14 Ga Joist w/ 2-1/2" Leg 6" 18 Gauge Track w/ 1-1/4" Leg 6" 16 Gauge Track w/ 1-1/4" Leg 6" 18 Gauge Track w/ 1-1/2" Leg 6" 16 Gauge Track w/ 1-1/2" Leg 6°` 14 Gauge Track w/ 1-1/2" Leg 6" 16 Gauge Track w/ 2°' Leg 6" 14 Gauge Track w/ 2" Leg 6" 12 Gauge Track w/ 2" Leg 6" 16 Gauge Track w/ 2-1/2" Leg 6" 14 Gauge Track w/ 2-1/2" Leg 1-1/2" Black Iron 16 Gauge 2" x 2°' Framing Angle 18 Gauge 6" x 20 Ga Flat Stock Backing 4" x 16 Ga Flat Stock Backing Clip for Cold Rolled Channel Heavy Gauge 1-5/8 20 Gauge Stud 1-5/8" 20 Gauge Track w/ 1" Leg 2-1/2" 20 Gauge Stud 2-1/2" 20 Gauge Slotted Track 2-1/2" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Stud 3-5/8" 20 Gauge Stud 3-5/8" 18 Gauge Stud 3-5/8" 18 Ga Stud w/ 1-5/8" Leg 3-5/8" 16 Ga Stud w/ 1-5/8" Leg 3-5/8" 16 Ga Joist w/ 2-1/2" Leg 3-5/8 14 Ga Joist w/ 2-1/2" Leg 3-5/8" 20 Gauge Track w/ 1-1/4" L 3-5/8" 20 Gauge Track w/ 1-1/4" Leg 3-5/8" 18 Gauge Track w/ 1-1/4" Leg eg 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 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 F Track LF LF 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 STEELER CONSTRUCTION SUPPLY Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 362T125-54 362T250-33 362T250-54 362T250-68 6005125-30 600S125-33 600S162-33 600T125-30 600T125-33 150A150-30 SECURI.0-16 SECURACLP B1XW B412 N B CJGWB LWAP LWTAPING PTAPE X58 X58H1 X58MMR X58DURO 400CH-33 400JT-33 X1SWLG 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 Secura Clip 300/Carton B1XW - Corner Bead B4 - 1/2" No Bead L Metal Control Joint for GWB #093 USG Lite Weight All Purpose Joint Compnd 3.5 gal Lite Weight Taping Joint Compnd 3.5 gal 2-1/16" Paper Tape - 500'/Roll 5/8" Type X GWB 5/8" Type X High Impact GWB 5/8" Type X Mold & Moisture Resistant GWB 5/8" Type X Cementitious Backer Bd 4" 20 Gauge Shaftwall Stud 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 Sales Rep: Connor Ball Ahern Rentals Cat -Class Cat/Class Description Account Pricing *AII Pricing is confidential* Typical Make/Model Electric Lifts Daily Account#265218 Contact #: 425-241-8004 Effective Date:9/1/18 Rates Expire:6/30/19 Weekly 4 Week 620-5745 SCISSORLIFT,19',32",ELECT SkyjackS.11113219 $ 115 $ 250 $ 345 620-5754 SCISSORLIFT,26',32",ELECT SkyjackS11113226 $ 165 $ 325 $ 575 620-5755 SCISSORLIFT,26',46",ELECT SkyjackS11114626 $ 165 $ 325 $ 575 620-5784 SCISSORLIFT,32',46-48",ELECT Skyjack 511114632,JLG3246ES $ 185 $ 475 $ 795 All Electric Scissor Lifts larger then 32' please call for quote Fuel5cissorLifts(4x4) 620-5759 SCISSORLIFT,26',68",GAS,4X4 Skyjack S16826RT,Genie GS-2668RT $ 195 $ 450 $ 865 620-5786 SCISSORLIFT,32',68",GAS,4X4 Sky jackSJ6832RT,Genie GS-3268RT $ 215 $ 515 $ 990 620-5798 SCISSORLIFT,43',GAS,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 605-5645 FORKLIFT,3600-5000LB,15'7",YARD ricifts I Hyster H50, Yale GP050 Reach t orkl $ 140 1 $ 495 $ 885 605-5670 FORKLI FT,5900 LB,19',TELESCOP I NG Xtreme 5919 195 595 $ 1,595 605-5675 FORKL I FT,6000 L8, 36',TELESCOP I NG Skytrak 6036 340 $ 1,175 $ 1,925 605-5683 FORK LI FT,8000 L8,42',TELESCOP I NG Xtreme XR842, Skytrak 8042 365 $ 1,275 $ 2,350 605-5686 FORKLIFT,10000LB,54',TELESCOP I NG Skytrak 10054 485 $ 1,575 $ 3,250 615-5711 LIFT,PERSONNEL,12',ELECT,2 MAN p JLG 1230ES, Snorkel TM12 105 200 350 615-5721 LIFT, PERSONNEL,20', DRI VABLE, ELEC JLG 20MVL, GenieGR20 125 250 400 600-5799 BOOM,ARTICULATED,30',NARROW,ELEC, W/11B om Lifts Electr JLG E300AJ 200 800 1,475 600-5850 BOOM,ARTICULATED,40',ELECTRIC,NARROW JLG E400AN, Genie240/23N 325 900 $ 1,575 600-5857 600-5852 BOOM,ARTI CU LATED,45', ELECT BOOM,TELESCOP I NG,40', DSL,4X4 JLG E450A1, Genie245/25J DC Boon"i Lifts Gas/Diesel/propane JLG 400S, Genie S40 325 350 900 895 $ 1,575 $ 1,625 600-5797 BOOM,TELESCOP I NG,45', DSL, W/J I B Snorkel TB471, SkyjackS145T $ 350 $ 895 $ 1,625 600-5866 BOOM,TELESCOP I NG,60', DSL, 4X4 JLG 600S, Genie 560, Snorkel TB60 $ 420 $ 1,095 $ 1,995 600-5879 B OOM,TE L ESCOP I N G, 66', DSL, W /J I B,4 X4 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 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 over30 miles, requiring permit, oversized loads or outside of normal business hours may be subject to additional fees. Add $150 roundtrip delivery/pick-up fee, Environmental Fees and WSST (10.1 % in most cities) to the above rates. Take monthly total, add round trip fee, add in 10.1% for taxes to come up with a total. Take the total and divide by 20 man days in a rental month to get cost per man day, divide by 8 to get hourly rate. Example: 19' scissor lift: $345/month + $150 trip fee = $495 x 10.1 % for tax = $545 $545/ 20 man days = $27.25 /day /8 hours = $3.41 per hour = charge rate. Pagel of 1 Ahern Initials Customer Initials D,R Group City of Tukwila Justice Center 73-17158-00 TJC - ASI 023 - Intercom at Door B119.1 For your use FROM NAME Sabrina Ames G Geri Urbas 2601 4th Avenue Suite 350 Seattle WA 98121 United States Bill Brown 2601 4th Avenue Suite 350 Seattle WA 98121 United States AIPANY BNBuilders BNBuilders Ethan Bernau 101 Yesler Way Suite 606 Seattle WA 98104 United States Jeff Clark 2601 4th Avenue Suite 350 Seattle WA 98121 United States Brenna Christensen 2601 4th Avenue Suite 350 Seattle WA 98121 United States Ephram Harsh 2601 4th Avenue Suite 350 Seattle WA 98121 United States Shiels Obletz Johnsen BNBuilders BNBuilders BNBuilders 12/31/2019 01796 Info Exchange sames@dlrgroup.com PHONE 206-461- 6094x73-6094 EMAIL geri.urbas@bnbuilders.com bill.brown@bnbuilders.com ethanb@sojsea.com Jeff.Clark@bnbuiiders.com brenna.christensen@bnbuild ers.com Ephram.Harsh@bnbuilders.c om PI\_ iNE 206-382-3443 206-382-3443 206-838-3705 206-382-3443 206-382-3443 206-382-3443 12/31/2019 rnxmam|rr��|� 81796 Please see the download links for A5I 023- Intercom at Door B119.1. If you have any questions, please let me know. Thank Sabrina A. Ames Project Administrator DILR Group Architecture Engineering Planning Interiors 51 University otreot, uuueouu oeanle, vva e8101 mF,Scm/rmowuroowremTs Erica Loynd Dillon Webster Steven Schmitz (�DLR Group) LRG (DLR Group) �aoezo,z ocu ent 71 Architect's Supplemental Instructions 17 PROJECT: (name and address) 73-17158-00 City ofTukwila Justice Center Tukwila, Washington 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 98122 ASI INFORMATION: ASI Number: 023 Date: December 31, 2019 CONTRACTOR: (name and address) BNBuilders 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 The Contractor shall carry out the Work in accordance with the following supplemental instructions without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgment that there will be no change in the Contract Sum or Contract Time. (Insert a detailed description of the Architect's supplemental instructions and, if applicable, attach or reference specific exhibits.) ASI 023 - Intercom at Door B119.1 Description: Added an Intercom to the Card Reader station to door B119.1. Added WOM to staff hallway C120. Added partition wall to Evidence Lab A138 SHEET A1.1A — FLOOR PLAN, FIRST LEVEL — AREA A A. Evidence Lab A138 a) Added S4.2 wall separating adjacent evidence counters. Wall to extend above dropped ceiling. SHEET A3.1A — RCP, FIRST LEVEL — AREA A A. Evidence Lab A138 a) Added S4.2 wall separating adjacent evidence counters. Wall to extend above dropped ceiling. SHEET A13.1C — FINISH PLAN, FIRST LEVEL — AREA A A. Staff Hallway C120 a) Added Walk -off mat to landing and ramp area for traction, b) Additional transition strip at bottom of ramp. SHEET SE1.1B —SEC. ELEC. PLAN, LEVEL 1 —AREA B A. Vestibule B119.1 a) Added Intercom to the card reader at door B119.1. Provide the AiPhone part# IX-DVF-P at door B119.1 b) Intercom and reader shall be installed in exterior pedestal with door actuator. ATTACHMENTS: Drawing A1,1A —FLOOR PLAN, FIRST LEVEL — AREA A Drawing A3.1A — RCP, FIRST LEVEL — AREA A Drawing A13.1C — FINISH PLAN, FIRST LEVEL — AREA A Drawing SE1.1B — SEC. ELEC. PLAN, LEVEL 1 — AREA B ISSUED BY THE ARCHITECT: DLR Group Inc. (a Washington Corporation) ARCHITECT (Firm name) AIA Document G7IOTM — 2017. Copyright © 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIM' Document is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this 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 13:29:37 ET on 12/31/2019 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale User Notes: (3B9ADA46) SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE December 31, 2019 DATE AIA Document G710T"" - 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 13:29:37 ET on 12/31/2019 under Order No. 0563223301 which expires on 04/26/2020, and is not for resale. User Notes: (389ADA46) Q 4 Q T TT Q T Q Q Q Qom LEGEND NOTES Alb �� AINAAVIM ANNA/A MIA %AAA AO IAAA DLR Group ,r.r 'T.1 "';'. AY , M ° ,r MATCNLINE-AREA S IAI.IB� ■ 1, 110.0A � I^_ 1. - Al1 •(Il en I enri ��m'eH �AI�, -. MiC- Q— _�.- v 44 �� ® s y -` ©: " A<n. 1 C�1-sy `� I IJ rk,nun[o em 1�is _ ® l 111� ,m Ili.. I� 6r ® C] N�.. . .� .,wrEss°rEQ o.o,..E;, ,�, �_Q-_- ®>MIMEi ® + r +, tit , w,. 1U pp � , ® I L ch 0 - r ,r.rto r.. yr ,a xsir van 4 .o l ®� m A I41 `�:i VVV" 1, @Dm Ge 7 Q— - �'' — .�,M�i 1 [M..........—mill" T I 1 - > - y ii - - - -' Li ji.ii co lir' elljtx re. !' �� 1 1��1aL _ ` 1.) ®� Q ON `EYwl � 1Eff, L ��L Ti- a,pn; _ !- Q. U > MD LU l`./� ® - ®_i t.. r 1 -1- r -1 -1 1—i -1- r -1 -1 r 1 r 1 -1- r 1: r 1 Y r 1 -.1- r I r 1- I- I "1 - r r -1- r -1 -1-1 r 1 1 - r 7 -I- r -1.-1- r 7 I-- + -1—f -1-1— I- I i r ® v I,. ' .I_Q @ - .y -� - _ zz __ CIN 1 I 1 1 1 l 1 1 1 1 1. 1 1 1 �. r W o Y' P. r e _ r ,r TTT ��, i L _,_ L L ,� 1 1 L 1 _I_ L _I,_ I L J _1_ L 1 1L J CD r, 1 1 1 I CONFORMED 0 L1 I s L 1_ I SET CO 7II CD I IP I Q Q KEY PLAN A�19 to - 1 ,r.l. t.. ,>.. t ,..,• 1. ,r.r -t -� I ra.,>i n:.. 1 ,>.,- ,.r 1 r rr ,. 1 m r a k _—_ ' _ _ FLOOR O O © O O FLOOR PLAN, FIRST LEVEL - AREA A FIRST AREA A1.1A 0 _ A.,� g LEGEND NOTES REFLECTED CEILING PLAN GENERAL NOTES zi l DLR Group MATCHPAVE LINE-APEAB/A'f.1@ 0 �q 035.111440 C 41,1111259146.0 OTC. DM COP C IV IDDIS1.11411NOPC1414C1 " e — — *III Sri-�ara�a - /.. ' En Lies PM. WW1 PIC DCESSNOICD011.4444 ECIDDS11414,90PECMCDPCIPDP. NIACIN. SIDS JEMMIES IENVESSIIII, Ea ,.� P ;'r' mo# I- ��® e■g ` k , w FPP use m^ IleiJj MEER _ - v ■ uN w�Fi P <+Pt7 mcm.aAnmT«..quo Emu a li sLowoomw— evi .,: w � c w�o Lil 0 Viz' TUKWILAJUST g CITY OFTUMMLA m v f 1 o i ` 1 = — —'M 1 KEY PLAN L J1 ' I I Lj- e ox.mstoto RCP, FIA iP J0 0 V AREA p� REFLECTED CEILING PLAN, FIRST LEVEL-AREAA A3.1A FILKANO WALL MS. /01011120 WWI *WO WOVE WASIF AS. 0E9M cmvtrn.re01EE400, FINISH PLAN, FIRST LEVEL - AREA C Ni z U U TUKWILA JUS 5. 1 o §� CONFORMED SET Issue Da, 2010 111715600 FINISH PLAN. FIRST LEVEL - AREA C A13.1C SECURITY ELECTRONICS PLAN, LEVEL 1 AREA B LEGEND NOTES KEY PLAN W Z W C? W to Q Y o F a DRAWING PACKAGE#2 SEC. ELEC. PLAN, LEVEL 1 AREA B SE1.1B BN Builders May 29, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 351 - Low Pressure Duct Leakage Requirements Dear Ethan, In accordance with RFI 351 dated 1/8/2020, BNBuilders hereby submits our credit to eliminate the pressure testing for low pressure ductwork. The total credit for this work is Four Thousand Nine Hundred Forty Eight dollars $4,948. 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 5100 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@dlrgroup.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 CCDIASI #: RFI 351 GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: eliminate the pressure testing for low pressure ductwork. COP #: 5100 DATE: 5/2612020 BP 22.00 Johansen 4,712.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment -$4,712.00 $0.00 -$235.60 -$0.40 Total Change Request -$4,94B.00 To the best of my knowledge and belief 1 certify that all costs listed above are correct. Contractor Signature Date 5% JOB NAME BILLING CONTRACTOR DESCRIPTION: EXCLUSIONS: REFERENCE SCHEDULE IMPACT: i LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRNYMAN) C. LABOR (SHOP JRNYMAN) D. LABOR (DELIVERY) E. LABOR (SERVICE) F. DETAILING G.SHOP FOREMAN/CQORD H. PROJECT STAFF U. MATERIAL AND EQUIPMENT A. MATERIALS B.EQU|PNENT C. FREIGHT D. RENTALS U|.SUBCONTgACTC\RS A. ALL SUBS Johansen Mechanical, Inc. PHONE *uo-4u1-2ussFAX *u5-4o6-snao CHANGE ORDER DETAIL Tukwila Justice Center BNBuilders, Inc. i 0.001HRS@ @ @ @ @ @ Ol0HRS@ 0.00 HRS@ LABOR TOTAL $1Oi.46 =$ $ 95.06 =$ $ 95.06 = $ $ 79.09 = $ $1O4.92 = $ $ 97.78 = $ $1O1.4G = $ $103.T3 = $ MATERIAL EQUIPMENT TOTAL SUB SUBTOTAL IV. OTHER DIRECT COSTS A. SAFETY @ B.SMALL TOOLS AND CONSUMABLES@ C. PERMITS OTHER DIRECT COSTS TOTAL 2% OF LABOR 5% OF LABOR DATE: JN||COR#:| 02/ | � � V\TOTAL ITEMS |.|LU|.AND K/ VI. OVERHEAD &FEES A. OVERHEAD B. PROFIT C.SUBCONTRACTOR MARKUP TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL VALID FOR 30 DAYS � 4,712.00 This change proposal only includes costs that can beidentified atthis time. This change proposal does not include any amount for changes inthe sequence nfwork, delays, disruptions, rescheduling, extended overhead, acceleration or impact costs. Johansen Mechanical expressly reserves the right to address any and all of these and related items nfcost prior tnfinal settlement ofthe contract. 11 DLR Group pxOascT� nVnrosc� sua�ssTuOm: ,VmswTm rmcm m�mE r--------- CityofTukwi|a Justice Center 73-17158-00 TIC RB#351_Duct Leakage Test Requirements for Low Pressure Ductwork o/Au sswr: xo/o� 1/8/2020 351 Answered Info Exchange The specifications (233113'3.7) call for leakage tests to be performed on low pressure ductwork nf3"w.g.and less. Johansen Mech. does not recommend testing duct systems constructed 3^ w.g. class or lower as referenced in SMACNA "HVAC Air Duct Leakage Test Manual". After discussion with DLR, it was confirmed that this testing can be Please confirm that wecan eliminate the pressure test requirement for low pressure ductwork of Yw.g. and less (downstream of VAV's). Response (Answered) from: Samuel rau,en(nmRGroup) Remarks: OLRconfirms that the pressure test requirementfor|mwpressure ductwork downstream of VAV's can be eliminated. � DLR Group �aannes@dkgroup.oVnn I 1'r 0me |2uo-4o1' � |6U94x73-6O94 � ro --���-------'— '--�----� --T- — --- -�- — -------�---- comP"INY cmmL | m�oms_____ � r ---- --- — —T----�-- �� � Bill Brown � BNBuUdens | b0'browo�YbnbuUdora'c | 206_382-3443 onn / oesc*1Pr0morccN|1-mTs uTv o�Teo | TrnLE T]C RFI#351_Duct i 1 1/7/2020 ! Leakage Test Requirements for Low mumasn Page 1 of2 Pressure Ductwork.pdf cop�es� Bill Brown ui|ders) BrennaChhatenuen (BNB|d Dillon Webster (DUlGroup) EphrarnHarsh (BN8u|b1ers) EthanBarnau (Shie|sOb|atzJohnsen) G8riUrbas (BNBui|ders) Jeff Clark (8NBui|ders) Sabrina Ames (DLR Group) Steven Schmitz (DLRGroup) 1/8/202O 01807 Page 7of2 Request for Information RFI No: 351 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: January 07, 2020 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subject: Duct Leakage Test Requirements for Low Pressure Ductwork Disdp/ine: Mechanical Document Reference: Subcontractor Johansen Construction Co., Inc Question Spec Section: 061 Subcontractor RFI Na Date Required: 1/14/ 2020 The specifications (233113-3.7) call for leakage tests to be performed on low pressure ductwork of3" w.g. and less. Johansen Mech. does not recommend testing duct systems constructed3" w.g. class or lower as referenced in SMACNA"HVAC Air Duct Leakage Test Manuar. After discussion with DLR, it was confimed that this testing can be eliminated Please confirm that we can eliminate the pressure test requirement for low pressure ductwork orw.g. and less (downstream of VAV's). Answer DLR Response: DLR confirms that the pressure test requirement for low pressure ductwork downstream of VAV's can be eliminated. Answered by: Sam Taufen Copies To: Company& Contact Date Answered:0 Fax Notes 08/2020 Page 1 of 1 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 #: 061 PHONE NUMBER: 206-492-0363 DATE: 12/16/19 FAX NUMBER: 206-382-3440 TO: BN Builders, Inc. ATTENTION: Jeff Clark 2601 4th Ave, Suite 350 FROM: Cory Slack Seattle, WA 98121 PROJECT: Tukwila Justice Center ITEM : Duct Leakage Test REF. 233113 DESCRIPTION: Spec section 233113-3.7-B calls for leakage tests to be performed in compliance with SMACNA's "HVAC Air Duct Leakage Test Manual." Section 2.1 of the SMACNA "HVAC Air Duct Leakage Test Manual" states testing is unnecessary when "proper methods of assembly and sealing" are used and visual inspection for application of such proper methods will ordinarily suffice for verification of reasonable tight construction. Section 2.5.1 of the SMACNA "HVAC Air Duct Leakage Test Manual" states "The need to verify leakage control by field testing is not present when adequate methods of assembly and sealing are used. Leakage tests are an added expense in system installation. It is not recommended that duct systems constructed to 3" w.g. class or lower be tested since it is generally recognized as not being cost effective." Per submittal 01-233113-0, duct will be constructed, installed, and sealed to SMACNA Duct Construction and Installation Standards, which are the basis for SMACNA's "proper methods of assembly and sealing." Please confirm per HVAC Air Leakage Test Manual that leakage testing is only required for medium pressure duct (4-inch w.g.) between DOAS and VAV units. Section 5.1 of the SMACNA "HVAC Air Duct Leakage Test Manual" states, "Assignment of leakage classes involves careful consideration of system size, duct location, sealing, and construction class." Due to the increased number of fittings and joints, we feel that a recalculation of the leakage classifications for the portion to be tested may be required. DATE: 16-Dec-19 SIGNED BY: COST IMPACT: Yes SCHEDULE IMPACT: TBD Cory Slack REPLY REQUIRED BY: 12/23/19 CLARIFICATION: APPROVED DISAPPROVED: VARIATION REMARKS: RECEIVED BY: DATE: APPROVAL: DATE: 1546 NW 56th St, 547 Seattle, WA 98107 (206)880-0944 I Info@pacbim,us RFI #: 48 Project: 1003 - TJC REQUEST FOR INFORMATION Potential Cost: TBD Subject: Duct Leakage Test Attention: Cory Slack Authored by: Mollie Postma Date Authored: 12/12/2019 Ref DWG: Question: Date Required: 12/19/2019 Reference Spec: 233113 Reference Other: Spec section 233113-3.7-B calls for leakage tests to be performed in compliance with SMACNA's "HVAC Air Duct Leakage Test Manual." Section 2.1 of the SMACNA "HVAC Air Duct Leakage Test Manual" states testing is unnecessary when "proper methods of assembly and sealing" are used and visual inspection for application of such proper methods will ordinarily suffice for verification of reasonable tight construction. Section 2.5.1 of the SMACNA "HVAC Air Duct Leakage Test Manual" states "The need to verify leakage control by field testing is not present when adequate methods of assembly and sealing are used. Leakage tests are an added expense in system installation. It is not recommended that duct systems constructed to 3" w.g. class or lower be tested since it is generally recognized as not being cost effective." Per submittal 01-233113-0, duct will be constructed, installed, and sealed to SMACNA Duct Construction and Installation Standards, which are the basis for SMACNA's "proper methods of assembly and sealing." Please confirm per HVAC Air Leakage Test Manual that leakage testing is only required for medium pressure duct (4-inch w.g.) between DOAS and VAV units. Section 5.1 of the SMACNA "HVAC Air Duct Leakage Test Manual" states, "Assignment of leakage classes involves careful consideration of system size, duct location, sealing, and construction class." Due to the increased number of fittings and joints, we feel that a recalculation of the leakage classifications for the portion to be tested may be required. Proposed Solution: Reply: Response by: Date: Name/Company CHAPTER 2 OVERVIEW 2.1 GENERAL APPLICATION This document identifies certain leakage limits for ducts and outlines procedures for testing ducts for con- formity with air leakage limits that are set forth in a designer's project specification. This document is not an endorsement of the routine use of testing. When proper methods of assembly and sealing are used leak- age testing can be a major redundant expense that is unnecessary. Visual inspection for application of such proper methods will ordinarily suffice for verification of reasonably tight construction. Under any circum- stances reasonable allowances for leakage must be adopted because no duct is absolutely airtight. 2.2 SEALING PROVISIONS The sealing provisions contained in the SMACNA HVAC Duct Construction Standards Metal and Flexible, 2005 3rd edition, are reproduced here for convenient understanding of use of prescriptive measures. Consult the SMACNA Fibrous Glass Duct Construction Standards, 7th ed., 2003 for fibrous glass duct assembly. Closures of joints and seams in fibrous glass ducts 'rely on taped adhesive systems to make connections. Metal ducts typically use mechanical fasteners for connection mid use sealants for supplemental leakage control. 2.3 LEAKAGE FACTORS Duet leakage reduces the air quantities at terminal points unless the total air quantity is adjusted to com- pensate. Leakage should be considered a transmission loss in duct systems. The farther air is conveyed the greater the air leakage. Key variables that affect the amount of leakage are: • Static pressure, not velocity pressure. (The higher the static pressure the more leakage will occur.) • The amount of duct (the greater the surface area of duct the more opportunity for leakage there will be). • The openings in the duct surface (the major contributors are joints, seams, access doors, and rod penetrations). • Workmanship (poor workmanship under- mines the hest construction standards). It is practical to relate leakage to duct surface area. Although rates of loss per foot of seam, per diameter of hole or per dimension of crack can be evaluated, duct surface arca is the most reliable parameter by which to accurately evaluate duct air leakage. Furthermore, research (in Europe and independently in the United States) has led to the conclusion that within acceptable tolerances, a duct surface leakage factor can be identified by the following relationship. = CLPN Where: I'. is a leak rate per unit of duct surface area (typically cfm/l 00 s.f.) CL is the leakage class and is a constant P is static pressure (typically in inches water gage) N is an exponent (inost typically it is 0.65 but in some cases it is 0.5 to 0.9) The SMACNA Leakage Classifications are based on this leakage factor relationship. Whether the designer uses thc rates identified or prefers other constants, it is practical to evaluate leakage by this method. 2.4 DUCT CONSTRUCTION AND INSTALLATION STANDARDS 1. General Requirements 2. The construction and installation specifications and illustrations herein include: a. Single -prescription -method requirements, b. Optional alternatives, and c Performance requirements for specific items that are different in detail from the general- ized illustrations, 3. This standard is not meant to exclude any prod- ucts or methods that can he demonstrated to be equivalent in performance for the application. Substitutions based on sponsor demonstrated ade- quacies and approval of the regulating authority are required. 4. These requirements presume that the designers have prepared contract drawings showing the size and location of ductwork including permissible fit- ting configurations. Where area change, direction change, divided flow or united flow fittings other than those illustrated here are shown on the eon - tract drawings, are not of proprietary manufacture and are defined with total pressure loss coefficients in either the SMACNA HViiC ,Systems Duct Design, 4th ed, 2006 manual or the ASIIRAE -NA) HVAC Air Duct Leakage Manual • Second Edition 4IIII C I I 12/1W12019 ...,,,,,. Duct Leakage Test __PB-SIC-048 I ,,,,,.. 1 of 4 .1.11116 f. Unless otherwise specified by the designer, scaling requirements do not contain provi- sions to: g i. Resist chemical attack. ii. Be dielectrically isolated. iii. Be waterproof, weatherproof or ultravio- let ray resistant. iv. Withstand temperatures higher than 120°F or lower than 40°F. v. Contain atomic radiation or serve in other safety -related construction. vi. Be electrically grounded. vii. Maintain leakage integrity at pressures in excess of the duct classification. viii. Be underground below the water table. ix. Be submerged in liquid. x. Withstand continuous vibration visible to the naked eye. xi. Be totally leak -free within all encapsulat- ing vapor barrier; and xii. Create closure in portions of the building structure used as ducts, e.g., ceiling plc- MIMS, shafts, pressurized compartments. The requirements to seal apply to both posi- tive pressure and negative pressure modes of operation. h. Externally insulated ducts located outside of buildings shall be sealed prior to being insu- lated as though they were inside. If air leak sites in ducts located on the exterior of build- ings arc exposed to weather, they shall receive exterior duct sealant. An exterior duct sealant is defined as a sealant that is marketed specifi- cally as forming a positive air and water tight seal, bonding well to the metal involved, remaining flexible with metal movement and having a service temperature range of —30°F to 175°F. If exposed to dircct sunlight it shall also be ultraviolet ray and ozone resistant or shall, after curing, be painted with a compati- ble coating that provides such resistance. The term sealant herein is not limited to materials of adhesive or mastic nature but is inclusive of tapes and combinations of open weave fabric strips and mastics. (.$ A 2.5 DUCT SEALING COMMENTARY Ducts must be sufficiently airtight to insure economical and quiet performance of the system. It must he recog- nized that air tightness in ducts as a practical matter should not and need not, be absolute (as it must be in a water piping system). Codes normally require that ducts be reasonably airtight. Concerns for energy conserva- tion, humidity control, space temperature control, room air movement, ventilation and maintenance, etc., neces- sitate regulating leakage by prescriptive measures in construction standards. Leakage is largely a fiinction of static pressure and the amount of leakage in a system is significantly related to system size. Adequate air tight- ness can normally be assured by a) selecting a static pres- sure construction class suitable for the actual operating condition, b) using duct construction methods as detailed in SMACNA's Duct Construction Standards sealing the ductwork properly. The designer is responsible for carefully determining the pressure class or classes required for duct con- struction and for evaluating the amount of sealing necessary to achieve system performance objectives. It is recommended that all duct constructed for 1 and Y2 in wg pressure class meet Seal Class C. However, in consideration of those occasions in which designers deem leakage in unsealed ducts not to have adverse effects, sealing of all ducts at I and Y2 in wg pressure class is not required by this manual. Small systems, residential occupancies, location of ducts directly in the zones they serve, short runs of ducts from volume control boxes to diffusers, certain return air ceiling plenum applications, etc., have at times been exempted by designers from sealing requirements. When Scal Class C is to apply to all 1 and 1/2 in wg pressure class duct the designer must require this in the project spec- ification. The designer should assume that unsealed rectangular ducts will have a leakage class of 48. Seven pressure classes exist for HVAC Duct, each can be positive or negative (', 1, 2, 3, 4, 6 and 10 in. wg). The designer is also reminded that if a pressure class is not designated for duct construction on the contract drawings the basis of compliance with the SMACNA IIVAC Duct Construction Standards, 3rd ed., 2005 is as follows: 2 in. wg for all duct between the supply fan and variable volume control boxes; I in. wg for all other duct of any application. 2.5.1 Leakage Tests The need to verify leakage control by field testing is not present when adequate methods of assembly and sealing arc used. Leakage tests are an added expense in system installation. Costs include the time and materials to Nit; HVAC Air Duct Leakage Manual • Second Edition AC I 12/12/2019 Duct Leakage Test 2'3 ..., ,PB-SK-048 I „.. 2 of 4 Job T1. TJC I ..„_, 1003 prepare and test the section of duct, coordinating the testing with other trades and potential delays to the over- all construction schedule. It is not required that duct sys- tems constructed to 3 in. wg class or lower he tested. For duct systems constructed to 4 in. wg class and higher, the designer must determine if any justification for testing exists. If it does, the designer must clearly designate in the contract documents the portions of the system(s) to be tested and must also specify appropriate test methods. Apparent differences of the order of ten percent between fan delivery and suin of airflow measurements at termi- nals do not necessarily mean poor sealing and excess leakage. The accuracy of flow measurements and the devices and methods used to take those measurements should be evaluated. Otherwise, open access doors, unmade connections, missing end caps or other oversights contribute to such discrepancies. When air terminals are at great distances from fans (for example, 500 to 1000 ft) more effective scaling is probably required to avoid adverse influence on system performance. Schools, shopping centers, airports and other buildings may use exposed ductwork. Selection of sealing systems for such ducks may involve more attention to the final appearance of the duct system than in concealed spaces.. Long standing industiy acceptance of so called low pressure duct systems without the addition of sealants may have left some contractors (and designers) with little or no previous experience with sealing. The con- tractor should carefully select construction detail consis- tent with sealing obligations, the direction of the air pressure and the sealing methods fainiliar to the employ- ees responsible for sealing ductwork. Costs related to restoration of systems not receiving the required sealing or of those haphazardly sealed can greatly exceed the cost of a proper initial application. Contractors must control connector length and notch depth on rectangular duct ends to facilitate sealing. Failure to do so will compromise seal effectiveness. Round duct joints are normally easier to seal than other types. However, with proper attention to joint selection, workmanship, and sealant application, almost any joint can achieve low leakage. The mere presence of sealant at a connection, however, is not an assurance of low leakage. Applying sealant in a spiral lock seam can result in poor seam closure and less satisfactory control. There is no single sealant which will be the best for all applications. The selection of the most appropriate sealant vvill depend pri- marily on the basic joint design and also on application conditions such as joint position, clearances, direction of air pressure in service, air temperature etc. — — I 12/12/2019 Sketell V. Duct Leakage Test PB-SK-048 I ,,3 of 4 TIC I Joh N , 1003 Conditions of listing of certain duct products by recog- nized test laboratories may dictate use of a particular joint sealing product. Such a component listing reflects performance only under the scope of the laboratory test and it will not necessarily mean that the closure method can routinely be successful for the contractor or that it will withstand in service operation of the system on a long term basis. 2.5.2 Liquids Many manufacturers market liquid sealants specifically for ducts. They have the consistency of heavy syrup and can be applied either by brush with a cartridge gun, lay spray equipment, or powered pump. Liquid sealants normally contain 30 to 60 percent volatile solvents by weight therefore, they shrink considerably when dry- ing. They are recommended for slip -type joints where the sealant fills a small space between the overlapping pieces of metal. Where metal clearances exceed I46 inch, several applications may be necessaiy to fill the voids caused by shrinkage or runout of the sealant. 2.5.3 Mastics Heavy mastic type sealants arc more suitable for application as a fillet, in grooves or between flanges. Mastics must have excellent adhesion and elasticity. Oil base caulking and glazing compounds should not be used. 2.5.4 Gaskets Durable materials such as soil elastomcr butyl or extruded forms of sealants should be used in flanged joints. For ease of application, gaskets should have adhe- sive backing or otherwise be tacky enough to adhere to the metal while assembling the joint. The choice of open cell or closed cell rubber gaskets depends on the amount and frequency of compression and the elastic memory. 2.5.5 Tapes Nothing herein is intended to unconditionally prohibit the use of pressure sensitive tapes. Several such closures are listed as components of systems complying with U.L. Standard 181 tests. At this time there arc no indus- try recognized performance standards that set forth peel adhesion, shear adhesion, tensile strength, temperature limits, accelerated aging, etc., quality control character- istics that are specifically correlated with metal duct construction service. However, the SMACNA Fibrous Gloss Duci Construction Standards, 7th ed., 2003 illus- trate the closure of a fibrous duct to metal duct with a tape system. The variety of products advertised in industry is very broad. Some test results for tapes are liVAC Air Duct Leakage Manual • Second Edition 1,S CHAPTER 5 LEAKAGE CLASSIFICATION 5.1 DUCT LEAKAGE CLASSIFICATIONS Leakage classification identifies a permissible leak- age rate in cfm per 100 square feet of duct surface according to the relationship CL = u.65as defined in Section 2.3. F is the leakage rate in cfm/ 100 1I2 of duct surface (It varies with static pressure). P is the static pressure. Values for P°•65 are given in Appendix E. Note that when P 1, C, = F. CL is the leakage class and is a constant. Leakage classifications 2, 4, 8, and 16 are shown in Figure 5-1 for pressures up to 10 in. wg. They are associated with duct type, seal classes, and construc- tion pressure classes in Table 5-1, Table 5-1 is the basis of evaluating duet conforming to the SMACNA duct construction standards unless a specifier gives other limits. If, at the specified test pressure, the leakage factor (F), by test, is lower than or equal to that associated with the specified leakage class, the duct is in compliance. Alternatively, if the leakage constant (CL) determined from tests is lower than or equal to the specified leak- age class, the duct is in compliance. Assignment of leakage classes involves careful con- sideration of system size, duct location, sealing, and construction class. Arbitrary assignment of an allow- able percentage of leakage with disregard to these factors can indicate unobtainable results. A V2% allow- ance, for example, on a 3900 cfin system with 1300 sf of duct or on a 39,000 cfm system with 13,000 sf of duct would mean an unrealistic leakage factor of 1.5 cfni/ 100 sf in each case. Similarly, arbitrary assign- ment of 10 in. wg class construction for a systein oper- ating at 1 in. wg in order to get leak class 4 rectangular duct would not be cost effective. Assigning a leakage class 4 to a 1 in. wg rectangular duct system may address an achievable result but the associated diffi- culty and costs will be excessive. Table 5-1 represents the leakage expected using Seal Classes A, B, and C as indicated on duct construction of the types typically selected for each pressure class. Conceivably Seal Class B or A could be applied at construction pressure classes lower than indicated in Table 5-1. Ilowever, unless joint type, seam type, duct wall thickness, and specific sealing method were already collectively prequalified by tests (or by an acceptable experience record at a higher pressure) leakage rate is less predict- able. The benefits of setting allowable leakage rates lower than shown in Table 5-1 should be carefully weighed against the costs of achieving them. A sample leakage classification analysis is given in Appendix B. No leakage tests arc required by the SMACNA duct construction standards or by this leakage test manual. When the designer has only required leakage tests to be conducted in accordance with the SMACNAHVAC Air Duel Leakage Test Manual for verification that the leakage classifications in Table 5-1 have been met (and has given no other criteria and scope), the designer is deemed to have not fulfilled the responsi- bilities outlined in Section 3.1 for providing a clear scope of work. When duct construction pressure classes are not identified in the contract drawings and the amount of leakage testing is not set forth in the contract documents, any implied obligation of the installer to fulfill the responsibilities under Section 3.2 in regard to leakage are deemed to be waived by defective specification. , b.. AC 1 12/12/2019 SmtchTkla Duct Leakage Test ..., PB-SK-048 1 ,,,..., 4 of 4 TJC I __ 1003 (SMACNA) HVAC Air Duct Leakage Manual • Second Edition ry•<-: 5.1 Bill Brown From: Schmitz, Steve <sschnlitz@DLNGRDUPzom^ Sent: Friday, January 3'2O2O1:0PM To: QU| Brown Cc: Austin Proco�Jeff Clark; Ethan Bemau Subject: FVV: RF|0G1 - Duct Leak TesL.pdf 0|L Our engineers have determined there is minimal risk to eliminating this requirement. Please provide the owner with a credit for this work. From: Ludus,Dan *dluzius@DLRGROUP.onm> Sent: Friday, January 3,20ZOlO:ZZAM' To: Schmitz, Steve <sschmitz@DLRGKOUP.00m>;Nagonathan,Surrondur<SNagonathan@pDLnGROUP.com> Subject: RE: RF|OG1 Duct Leak Test.pdf Eliminating the pressure testrequioementfor|mxpres ureductworkof3"w.g.and|es(downstreamnfVAV'o)io acceptable. The contractor shall provide a credit to the owner for the removal of testing from the project scope. Dan From: Schmitz, Steve «ocmitz@DD0GROVP.cum» Sent: Thursday, January 2,2UZ01:22PM To: Na8anathan,Surrander<SNaganathangaDLnGRQUpzom» Cc: Luzius,Dan xd|uzius0DDLRGROUPzonn 5unander, Can you confirm eliminating the requirement for testing as smaller ductwork is acceptable? They are offering a credit, and confirming they would still betesting aspart ofthe TAB report. Let me know or we can discuss. Thanks From: Bill Brown <BUiBn»wn(@ bQbui|ders.com> Sent: Thursday, January Z,2O2nI1]1PW1 To: Schmitz, Steve <sschnnitz@DLRGROUP.com> Cc: Jeff Clark ^Jef.C|arkOabnbul|den.cVm>;Austin Proctor <Austin.Proctpr(abnbui|deozom> Subject: KF|O61-Duct Leak Tost.pdf As discussed in the OAC meeting today, Johansen provided an RFI requesting that leakage testing only be required for medium pressure duct (4" w.g.) between the DOAS and VAV units. It is required per the specifications but not per SMACNA. Can you confirm if this testing is required? If rejected, can you call and talk through it with us? 1 Thank you, Bill Brown BNBuilders 260121Th ,,\venue, SliiteSeattle. WA 98121 206.382.3443 office 206382.3440 fax I 206.7192.03(33 cell 2 BNBuilders June 17, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for Additional Box Walk Items Dear Ethan, BNBuilders hereby submits our proposal to install the rough -in for the additional electrical items requested by the design team/IT department during the on -site Box Walks. The total proposal of this subject work is Thirteen Thousand Nine Hundred dollars $13,900. 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 5104 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@dlrgroup.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 #: Additional Box Walk Items GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5104 DATE: 611712020 DESCRIPTION OF CHANGE: install additional electrical items requested by the design team/IT department during Box Walk. BP 26.00 Valley $13,238.00 1st -tier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment $13,238.00 $0.00 $661.90 $0.10 Total Change Request $13,900.00 To the best of my knowledge and belief, I certify that all costs fisted above are correct. Contractor Signature Date 5°A. "The Electrical Solution"m VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Added work as directed by the owner during wall box review. SL# DATE 5/19/2020 Addendum# VE JOB # 19146 Time Ext Rqrd (days): RFI# VE CP # 026 Self Performed Work LABOR COST 48.00 hrs $5,403.52 SUPERVISION 0.0% Ibr $ - SAFETY 0.0% Ibr $ SMALL TOOLS 0.0% Ibr MATERIAL COST $ 6,10806 EQUIPMENT COST 24' Scissor Lift Month $ OH & PROFIT - SELF 15.0% Subcontractor Quotes Quote Quote Quote Quote SUBTOTAL COST: SUBTOTAL DIRECT COST QUOTES: OH & PROFIT - SUBS 8.0% Bond Permit Fee BIM hrs 85.00 $ 11,511.58 $ 1,726.74 TOTAL CHANGE PRICE: $ 13,238.00 NOTE: 1) Proposal valid for acceptance within 30 days. 2) While Valley Electric considers our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensation at a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric at the time of settlement on this change. 3) This construction change has been estimated using the drawings furnished; an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, has not been performed. 4) Permit costs are specifically excluded. Should this change, or it become necessary to procure/pay for an increased permit fee this would become an added cost to the change price reflected above. Our proposal amount does not include the following: - Overtime / Shift Work - Fireproofing Repairs -Concrete/GWB Repairs - Shutdown Costs —Painting and Patching Valley Electr0 ripc1lz#19146 Deedled Le bor Net:111'3:v- rial Brebkdown Labor U Total Mat($) Total Hours 1 1/Coti1fltii1U IT - EMT 19146 - CB0#026 233.26 c foC8ox Walk.els C $419.87 1 1/2" CONN COMP STL NSUL - EMT 72 1818.552 C 0 C $1,309.36 1 1/2" 1-H STRAP - EMT - STEEL 36 214.29 C 0 C $77.14 4 11/ 6x 1 1/2" SQ BOX COMB KO 72 2545.912 C 0 C $1,833.06 4 11/16" SQ 2G PLSTR RING 3/4" RISE 72 2669.344 C 0 C $1,921.93 BOX SUPPORT HOLD -ITS 108 506.21 C 0 C $546.71 SUB COORDINATION (As Needed) 0 1 E $0.00 0.00 POSTING/RECORD DWGS 0 0 E $0.00 0.00 CLEAN UP (.5% Lbr) 0 0 E $0.00 0.00 TESTING (75% Lbr) 0 0 E $0.00 0.00 WARRANTY (As Needed) 0 0 E $0,00 0.00 Totals: $6,108.06 0 CONFIDENTIAL Valley Electric Co. Date Job # 19146 - CP #026-R1 - Name Added Title Work for ST/OT Box Walk.xls Hours Hourly Rate $ Page 3 of 3 Print: 116fig$20 1 1/11/2020 Paul Berg GF OT 8 $ 139.81 ' $1,118.48 2 1/11/2020 Clinton Betts FM OT 8 $ 130.02 $1,040.16 3 1/11/2020 Josh Garret APP OT 8 -$ 80.40 $643.20 4 1/11/2020 Scott Jones JW OT 8 $ 117.83 $942.64 5 1/29/2020 Paul Berg GF ST 8 $ 101.18 $809.44 6 2/12/2020 Paul Berg GF ST 5 $ 106.20 $531.00 7 2/25/2020 Paul Berg GF ST 3 $ 106.20 $318.60 8 $0.00 9 $0.00 10 $0.00 11 $0.00 12 $0.00 13 $0.00 14 $0.00 15 $0.00 16 $0.00 17 $0.00 18 $0.00 19 $0.00 20 $0.00 21 $0.00 22 $0.00 23 $0.00 24 $0.00 25 $0.00 26 $0.00 27 $0.00 28 $0.00 29 $0.00 30 $0.00 Totals: 48 $5,403.52 CONFIDENTIAL 118021.100 Tukvvi|aJusticeCen / mxwla/xmomomuo"uvaru.mmw*.wwgoIgmn uooz�/oo ��K ^�� �-�«�&, mh*�K����� ~ ��� ���� ` '--'--''-- '---'' ''-n- '- -^--------- PneparedbyBiUBnown May 18.202O Description 16taSks iOthis report. Contents #ll4Additional 2Odoutlet needed in/\l4O 2 #151Additional ReCeptaC|8S/[}81G......................... ......... ........ ........................... 4 #l52Relocate Receptacle Above Casework 5 #l55Missing Conduit Rough infor TV/Monitors ........... ............ 7 #159Missing Conduit Rough iDfor TV/Monitors ........ -...................... ....... ................................. 8 #I51MisSiDg Conduit Rough jDfor TV/Monitors ......... ,-,....................................................................... 9 #285 Missing Conduit Rough infor TV/Monitors ....... ....... ................................... ......................... ....... 1O #IO0Power/Data Relocation -,'-.__-~--_----.--.-.-----'—.---------.1l #1GRRelocate Power tOEast Wall ............................................................................ ^............................. 12 #17OMissing Conduit Rough iDfor TV/Monitors . 14 #184Missing tVpower ................................................................... .............. ....... ......... ....... ............... 15 #IB8Monitor VSMarker Board iDB107..... .-.l0 #104Additional TVRough-in Conduit iD/\Il8 ' 17 #lO5Added Duress Button .19 #IOOAdditional TVRough-in Conduit iDAl47........................................................................................ 21 Prepared by Bill Brown 1 Created with PlanGrid 113021.100 - Tukwila Justice Celli uknia ilitomauorol Boulevnrcl. Fukvilla \.,Vaslimuton U8021.100 Additional 2nd outlet needed in A146 Status Created Closed Jan 15, 2020 2:55 PM bill.brown@bnbuilders.com Type Planned Work List Box Walk- Area A - Level 1 Description It was noted by the design team that 2 receptacles are required for the wire mold in A146. These are not shown in the electrical drawings. Valley to install additional rough in for this location. Comments Additional outlet has been installed Bill Brown Jan 15, 2020 Photos Closed At Mar 17, 2020 Sheet E2.1A Prepared by Bill Brown 2 Created with PlanGrid 118021.100 - Tukwila Justice Cente. Tukwila Inteniatiorral F3oulevarcl, Tukwila, Wasilicgton 118021..100 Task markup 114 Bill Brown Jan 15, 2020 2:41 PM Prepared by Bill Brown 3 Created with PlanGrid 118021,100 - Tukwila Justice Cer, Boolowirc1-Fikmda, 118021 100 #15.1..Additional Receptacles/Data Status Created Closed Jan 28, 2020 11:16 AM bill.brown@bnbuilders.com Type Issue Location Area A Level 2 List Box Walk - Area A - Level 2 - 2020-01-28 Description Power and data along this wall was removed in ASI 10.1, however it is currently installed. Owner to confirm if still needed. Comments. Rough in to remain in place Bill Brown Jan 30,. 207.0 Closed At Mar 17, 2020 Sheet E2.2 14.47 POWER POW SECO. LEPEL - PREP P. B Prepared by Bill Brown 4 Created with PlanGrid 118021.100 - Tukwila Justice Centt. -ful<vvila Internatioual Boulevard, I-ulomla. VVashing[on .L18021..100 #152 Relocate Receptacle Above Casework Status Created Closed Jan 28, 2020 11:21 AM bill.brown@bnbuilders.com Type Issue Location Area A Level 2 List Box Walk - Area A - Level 2 - 2020-01-28 Description Power and data is shown in the drawings to be located above casework. Valley to relocate above casework. Comments Receptacles have been relocated arown 2020' Photos Closed At Mar 17, 2020 Sheet E2.2 Prepared by Bill Brown 5 Created with PlanGrid 11802LI80 Tukmi|aJusbceCent m"'w vmm"`miuomSomlevav nmmu wo /ammx uS0o/.um 0�� Task markup 152 Bill Brown s2.0Photo markup Bill Brown Jan zo.z02oo:2umw Prepared byBill Brown G Created with PlanGrid 118021.100 - Tukwila Justice Cente, Tukwila International Boulevard, FLik,,P,Jila, VVaseington 119021_100 #6156 Missing Conduit Rough in for TV/Monitors Status Created Closed Jan 28, 2020 11:38 AM bill.brown@bnbuilders.com Type Issue Location Area A Level 2 List Box Walk - Area A - Level 2 - 2020-01-28 Description Missing 1.5" conduit rough in for TV. Valley to install per direction provided in original box walk/AS! Comments Conduit has been installed Bill Brown :Jan 3.1, 2020 Photos 20200131_111037_photo Bill Brown Jan 31, 2020 11:10 AM Closed At Mar 17, 2020 okrvre'vA Sheet E2.2 'esgkiiiikvil , P.= ....„.„ „ .. ., .. ..... . --- .---,,, ---, g,,,,tgaut.aleitoof tz nt"' ----*— ' •-77‘..-7,7-7,t.t.',:.: .... ...:„.„..„...... ........... U4WMWWWWWAAo0WW, E2.2 Photo markup Bill Brown Jan 28, 2020 11:41 AM Prepared by Bill Brown 7 Created with PlanGrid 118021.100 - Tukwila Justice Celli: Tukwila Internatiorral Boulevarcl, TuRvAiEl.11Vasimi[on 11E1021.100 Missing Conduit Rough in for TV/Monitors Status Created Closed Jan 28, 2020 11:48 AM bill.brown@bnbuilders.com Type Issue Location Area A Level 2 List Box Walk - Area A - Level 2 - 2020-01-28 Description Missing 1.5" conduit rough in for TV. Valley to install per direction provided in original box walk/ASI Comments Conduit has been installed Bill BrO!Pir? 31, 2020 Photos 20200131_111232_photo Bill Brown Jan 31, 2020 11:12 AM Closed At Mar 17, 2020 Sheet SE1.2A Prepared by Bill Brown 8 Created with PlanGrid 118021.100 - Tukwila Justice Cente, Tukwila International Boulevard, Tukvvila, Washington 118021.100 Missing Conduit Rough in for TV/Monitors Status Created Closed Jan 28, 2020 11:57 AM bilLbrown@bnbuilders.com Type Issue Location Area A Level 2 List Box Walk - Area A - Level 2 - 2020-01-28 Description Missing 1.5" conduit rough in for TV. Valley to install per direction provided in original box waik/ASI Comments Conduit has been installed Bill Brown Jan 31, 2020 Photos 20200131_111414_photo Bill Brown Jan 31, 2020 11:14 AM Closed At Mar 17, 2020 Sheet SE2.2A Prepared by Bill Brown 9 Created with PlanGrid 118021.100 - Tukwila Justice Cert Iniernationai BoWevM TuloNr1,71. VVasIlHgtori 118021.100 Missing Conduit Rough in for TV/Monitors Status Closed Type Issue Location Area A Level 2 List Box Walk - Area A - Level 2 - 2020-01-28 Description Missing 1.5" conduit rough in for TV. Valley to install per direction provided in original box waik/ASI Created Jan 28, 2020 12:14 PM bill.brown@bnbuilders.com Closed At Mar 17, 2020 Comments Conduit and backing has been installed OtAal jan 31, 2020 Photos 20200131_111521_photo Bill Brown Jan 31, 2020 11:15 AM Sheet SE2,2A Prepared by Bill Brown 10 Created with PlanGrid 118021.100 - Tukwila Justice Cente',. TLikvvila International Boulev,v.ircl, rJ 1 Vasnineten 118021.100 Power/Data Relocation Status Created Closed Jan 28, 2020 12:21 PM bill.brown@bnbuilders.com Type Issue Location Area A Level 2 List Box Walk - Area A - Level 2 - 2020-01-28 Description Joseph with the City IT department requested that power/data shown on South wall be relocated if possible. DLR to review furniture in room and see if it can move to another wall Comments Closed At Mar 17, 2020 Sheet E2.2 Per Steve's email on 1/30/20, "Room A219 ACT Secure Files/EQPT power/data may remain in place. This room has tall filing cabinets and is not furnished with a table or desk. That can be found in room A216 (investigations tech lab), which has proper power and data locations and furnishings." Bill Brown ..2'a,0 30, 2020 Prepared by Bill Brown 11 Created with PlanGrid 118021.100 - Tukwila Justice Cei, Futo,'Ala Internraional BoHlevarLI. Oftish[nown L[8021,100 #10.13 Relocate.Power to East all Status Created Closed Jan 28, 2020 12:23 PM bill.brown@bnbuilders.com Type Issue Location Area A Level 2 List Box Walk - Area A - Level 2 - 2020-01-28 Description Power is shown on to be on West wall per contract documents but with a note to be integrated with counter. Counter is shown on East wall. It was directed by the design team to move power to East Wall. Closed At Mar 17, 2020 Sheet E2.2 Comments Per email from Steve on 1/30/20, "Provide power on east wall above counter height". Bill Brown Jan 30. 2020 Move receptacle above 46'(42" TOC+4" Top) Sill Brown Jan .302 2020 Receptacles have been moved Bill Brown jail 31, 2020 Photos Prepared by Bill Brown 12 Created with PlanGrid 118021.100 - Tukwila Justice Cente -Tukwila International Boulevard. Tukwila. Washington 1T.8021.100 d\O#, r1,10 4e0. 01414V0 20200131_110723_photo Bill Brown Jan 31, 2020 11:07 AM Prepared by Bill Brown 13 Created with PlanGrid 118021.100 - Tukwila Justice Cen. Tukwila Interilational Uo1JcvarU Tukwila. Was1 • tor L1802.1_100 Missing Conduit Rough in for TV/Monitors Status Created Closed Jan 28, 2020 12:25 PM bill.brown@bnbuilders.com Type Issue Location Area A Level 2 List Box Walk - Area A - Level 2 - 2020-01-28 Description Missing 1.5" conduit rough in for TV. Valley to install per direction provided in original box walk/ASI Closed At Mar 17, 2020 Comments Conduit and backing has been installed BHI Brolivn ian 31, 2020 Photos 7., 0". . • 20200131_110305_photo Bill Brown Jan 31, 2020 11:03 AM • . • : ,4""'Y „ • . • "MrnZlitit • . • . . , Sheet E2.2 POWER PLAN. SECOM LEVEL -AREA Prepared by Bill Brown 14 Created with PlanGrid 118021.100 - Tukwila Justice Cent. Tukwila International Boulevard. Tukwila, Washiugton 118021.100 Missing tv power Status Assignees Closed Valley Electric Type Created Issue Feb 14, 2020 8:40 AM bill.brown@bnbuilders.com List Box Waik - Area B - 2020-02-13 Closed At Apr 1, 2020 Description Power and conduit for tv still needs to be installed. Photos RE: TJC - QC -Items 184 & 276.pdf Schmitt. Steve S:Sf 111111t.,1DIRGROUP.COM' 10 PA Erov, *MI 0,1,, 0 tar. Y,r,rnelluk Approved on both items. Thanks IR Steven J. Schmitt, Assoc. AIA Atchilect I Associate DLR Group o 20-16-1.6(100 I d' 2C6.461 6I1,1•1 SI 600 .Sea'aU,,pi, n101 Bill Brown Apr 1, 2020 1:42 PM 20200401_113102_photo Bill Brown Apr 1, 2020 10:31 AM Sheet E2.1B Prepared by Bill Brown 15 Created with PlanGrid 118021.100 - Tukwila Justice Cen 118kvvila Intemauonal Bou v u uL lo inslunwori 1180210 I00 Monitor vs Marker Board in B107 Status Closed Type Issue List Box Walk - Area B - 2020-02-13 Description It was a point of discussion that both a marker board and monitor are shown to be located in the SW corner of B107. It was confirmed by the design team that the monitor rough in is to remain in place. Design team will find new location for the White Board. Created Feb 14, 2020 9:03 AM bill.brown@bnbuilders.com Closed At Mar 17, 2020 Sheet SE1.1B Prepared by Bill Brown 16 Created with PlanGrid 118021.100 - Tukwila Justice Cente rukvvila latemauonal Boulevard, Tul<vala, Washingion 11S021.100 #104 Additional TV Rough -in: Conduit in A118 Status Closed Type Planned Work List Box Walk- Area A - Level 1 Description 1.5" conduit needs to be ran from above floor base to side of TV for large cable pass through (HDMI and 2 usb) in conference rooms and briefing rooms. Assignees paulb@velectric.com Created Jan 10, 2020 10:24 AM bill.brown@bnbuilders.com Closed At Mar 17, 2020 Comments Additional conduit has been installed Siii Brown Jan 13, 2020 Photos Sheet E2.1A Prepared by Bill Brown 17 Created with PlanGrid 118021.100 - Tukwila Justice Cell,. TiikwHa Internaucliol Boulevaicl, \JVZ1S11111cfloll 11802] 1.00 nn n Task markup 104 Bill Brown Jan 13, 2020 11:11 AM Task markup 0 Bill Brown Jan 10, 2020 10:42 AM WA-1 Prepared by Bill Brown 18 Created with PlanGrid 118021.100 - Tukwila Justice Cente Tukwila liaemacional Boulevard. rukwila. VVashiligton 1.1.8021.100 .#105 Added Duress Button. Status Closed Assignees paulb@velectric.com Type Created Issue Jan 10, 2020 10:50 AM bill.brown@bnbuilders.com List Box Walk- Area A - Level 1 Description The design team requests to add duress button on south wall of A105. Valley to install. Closed At Mar 17, 2020 Comments Rough in for duress button has been installed Boit Brown Jan 13„ 2020 Photos Sheet SE1.1A Prepared by Bill Brown 19 Created with PlanGrid 118021.100 - Tukwila Justice Cer4 lwernatiotlal Boulevxd. Tiki,\.A./ashington 11802 I.„I 00 Task markup 105 Bill Brown Jan 13, 2020 11:14 AM Task markup 105 Bill Brown Jan 13, 2020 11:14 AM Prepared by Bill Brown 20 Created with PlanGrid 118021.100 - Tukwila Justice Cente, Tukwila International Boulevard. Tulmila. WasHington 118021.100 Additional TV Rough -in Conduit in A147 Status Closed Type Issue List Box Walk- Area A - Level 1 Description 1.5" conduit needs to be ran 18" above floor base to side of both TVs rough in connection for large cable pass through (HDMI and 2 USBs) in conference rooms and briefing rooms. Comments Installed Bill Bro,dvn 13„ 2020 Photos Prepared by Bill Brown Assignees paulb@velectric.com Created Jan 10, 2020 10:53 AM bill.brown@bnbuilders.com Closed At Mar 17, 2020 21 Sheet E2.1A Created with PlanGrid 118021.100 - Tukwila Justice Cen, rukwila latered[iondl Boulevard, TLIkvvila. +iVasIliraitori 11.8021.100 "!:V3110111analtraialabletilikat NI, NAASUSW Task markup 106 Bill Brown Jan 13, 2020 10:54 AM Prepared by Bill Brown 22 Created with PlanGrid 118021.100 - Tukwila Justice Centel Tukoiila Inte.rmicional Boulevard..O.ikwila. Washington 118021.100 4108 Additional TV rough in Status Closed Assignees paulb@velectric.com Type Created Issue Jan 10, 2020 11:05 AM bill.brown@bnbuilders.com List Box Walk- Area A - Level 1 Description A third TV is being added on the North side of the existing 2 TVs. Valley to install rough in for 3rd TV equal distance from existing 2 TVs Closed At Mar 17, 2020 Comments Third rough in for monitor was installed Bill Brown 1lan 13. 2020 Photos Task markup 108 Bill Brown Jan 13, 2020 11:09 AM Sheet E2.1A Prepared by Bill Brown 23 Created with PlanGrid BNBuilders May 22, 2019 Shels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 250 & 252 Added Steel Supports for Area C Storefronts Dear Ethan, BNBuilders hereby submits our proposal for RFi 250 & 252 for the added steel supports for Area C Storefronts. The total proposal of this subject work is Four Thousand Two Hundred Seventy -Four dollars $4,274.00. 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 5109 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustineksoseai.com) Geri Urbas (geri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrqroup.com) 1345'n'104,333 2601 3i.° Avenue, Su0e 350 <1106 382 3,143 13 206 382 331-10 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 250 • Steel Supports for S2 CCD/AS! #: COP #: 510 DATE: 512212020 RFI 252 - Steel Supports for C103 BP 03.00 BNB Foundations/Structure/VVaterproofing 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $4,070.52 $4,070.52 $203.53 -$0.05 Total Change Request $4,274.00 To The best of my knowledge and belief, I certify hat all costs listed above are correct. Contractor Signature Date 5% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5109 Contractor Name: BN Builders DATE: 512212020 DESCRIPTION OF CHANGE: RFI 250 - Steel Supports for S2 RFI 252 - Steel Supports for C103 Subcontractor Direct Costs (attach all necessary substantiating documentation) Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $o.00 $0.00 $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) $3,769.00 $301.52 Total Subcontractor Change Request $4,070.52 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 8% linetataltat, 14,..,00401100,426:4:;g Quote number: 9022 CO 25R Quote date: 1/17/20 Structural & Miscellaneous Steel Fabrication — Shearing — Press Brake — Plasma 102 South 100 West — P.O. Box 59 — Franklin, Idaho 83237 — Phone: 208.646.2600 — Fax: 208.646.2700 — www.lundahlironworks.com (Customer CHANGE ORDER # BNBuilders 2601 4th Ave, Suite 350 Seattle, WA 98121 Project: Tukwila Justice Center Attn: Jeff Clark Phone: 206-550-0960 Fax: 206-382-3440 Jobsite: Tukwila WA. We are pleased to quote the following for the above referenced project, TJC RFI #250 steel support for storefront window S2.C. Added material for storefront support not called out in drawings per SEQ 11. Added material for changed material lengths per SEQ 14. NOTE: Due to extreme volatility and demand in raw material market, we are only able to guarantee pricing until 1-24-20. After this time, we will need to re-evaluate on a daily basis to check material availability and increases. Section 232 has now been signed into law, and at this time we are unaware of what impacts this will create to the raw material market. Description Lbs. Material Cost Labor Detailing $300 2 new erection drawings 3 new fabrication drawings and 4 part sheets 4 hours X $75.00 per hour Materials & Fabrication 824 $696 $525 Fabricated (1) bent plate and tube and (4) 5x5 angles with holes 1'-4" OC 7 hours x $75.00 per hour Supplied 25 expansion bolts and washers Freight $225 Deliver to the job site P & OH 4ffer 5% $4-7-8- $262 P & P bond $20 Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. Signature: Date: Please return a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company. Notes: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied by General Contractor. Sub Total, $ 1,941 Sales tax @, $ - Total Price, $ 17944- $2,028 Total weight estimate, 824 lbs. CERTIFIED FABRICATOR 1 -Defrwas Archi-baLd Dennis Archibald email: dennisagundahlironworks.com Terms: Net 30. Interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in Quote number: 9022 CO 33R Quote date: 1/20/20 Structural & Miscellaneous Steel Fabrication — Shearing — Press Brake — Plasma 102 South 100 West — P.O. Box 59 — Franklin, Idaho 83237 — Phone: 208.646.2600 — Fax: 208.646.2700 — www.lundahlironworks.com (Customer CHANGE ORDER # BNBuilders 2601 4th Ave, Suite 350 Seattle, WA 98121 Project: Tukwila Justice Center Attn: Jeff Clark Phone: 206-550-0960 Fax: 206-382-3440 Jobsite: Tukwila WA. We are pleased to quote the following for the above referenced project, TJC RFI #252 added store front support. NOTE: Due to extreme volatility and demand in raw material market, we are only able to guarantee pricing until -2-7-20. After this time, we will need to re-evaluate on a daily basis to check material availability and increases. Section 232 has now been signed into law, and at this time we are unaware of what impacts this will create to the raw material market. Description Detailing 1 new erection drawing & fabrication drawing 2 hours x $75.00 per hour Materials & fabrication Fabricate 5 x 5 angle with holes, shop weld together Freight Deliver to job site P & 0 +054-15°/0 P & P bond Lbs. Material Cost Labor $150 184 $199 $97 $200 $64 $97 $8 Lundahl Ironworks Company requires a signature binding the General Contractor for this material prior to any work being performed. The material and amount herein are accepted. Signature: Date: • uCERTIFIED <FABRICATOR Please return a copy of this signed authorization to the Project Manager at Lundahl Ironworks Company. Notes: We reserve the right to review our pricing upon receipt of new or revised information. Field verification measurements to be supplied by General Contractor. Sub Total, 718 Sales tax @,$ Total Price, --71-8 $751 r3evi,14.1.s Archi-bctl.o{ Dennis Archibald email: dennisa@lundahlironworks.com Terms: Net 30. Interest charges to be paid at 18% par on all overdue balances. No retention allowed. Qualify: Quotation subject to revision after 15 days. Back Charges must be preapproved in writing before field repair can commence. Shop Welding per E70S-X. Apex Steel, Inc. 935 Kirkland Ave Kirkland WA 98033 425-861-9520 fx 425-869-2797 To: BNBuilders 2601 4th Ave Suite 350 Seattle WA 98121 Attn: Office Fax: 206-382-3440 Site Fax: SubContractor Change Order Proposal Summary Project:1309 Justice Center(CP) 15005 Tukwila International Blvd Tukwila WA 98188 Description of Change: RFI 250 References: 019 EWO 23 Date Submitted: 11/12/2019 Apex Steel reserves the right to modify this proposal if site conditions have not been accurately represented, Cost Items Basic Hourly Cost Total Small Tools & OH Consumables % Amount $87.84 6 Hrs JIW @ $9878en`Hr 0 Hrs JIW OT @ $137.15 / Hr 0 Hrs JIW DT @ $169.83 / Hr 19SL @ $5.30/ Hr 32' SL @ $6.76/ Hr 65' AWP @ $25.45 / Hr 85' AWP @ $46.86 / Hr 10K Forklift @ $42.96 / Hr Welding Outfit @ $24.20 / Hr Fume Extractor @ $4.86 / Hr Roto Hammer & Bits @ $16.44 / Hr Torch Cart @ $6.83 Hr Hoisting - $260 / Hr Engineering Detailing - Decking - Materials - Fabrication Adjustment - 527.04 ,J45 04 32.88 13.66 0.38 0.32 $606.10 15 62C.80 15 15 15 15 15 15 15 15 15 15 37.81 15 15.71 15 15 15 15 15 15 $0.38 $660.00 Total Amount Requested: 680.00 From: 4 Todd Harris Apex Steel, Project Manager THE DESCRIBED WORK HAS BEEN PERF Apex Steel, Inc. I Apex Tower Crane, Inc. EWO NUMBER 0'23 ZONE CONTRACTOR'S NAME EXTRA WOR OR PROBLEM: c1 c EXTRA WORK AUTHORIZATION FORM JOB NUMBER GRIDS CO me DATE ELEVATION 0 JOB NAME 'Iv kw, EXTRA WORK TO BE PERFORMED AND BILLED AS: (CIRCLE) OVERTIME DOUBLE TIME PREMIUM OT/DT ciA C rtr r SOLUTION: o C LorS Z Q60 AUTHORIZATION TO PROCEED WITH THE EXTRA WORK AS DESCRIBED: GENERAL CONTRACTOR DATE EMPLOYEE NAME ST OT DT DATE p . G11Cf _ f EXTRA WORK COMPLETE ❑ YES NO RMED AS AUTHORIZED AND THE ABOVE HOURS ARE CORRECT: SIZE EQUIPMENT HOURS CRANE FOOT BOOM LIFT FOOT SCISSOR LIFT WELDING MACHINE BURNING OUTFIT IN 25 WIRE FEEDER ROTO HAMMER & BITS HI TORQUE SIGN: SIGN: GENERAL CONTRACTOR DATE DATE Apex Steel, Inc. 935 Kirkland Ave, Kirkland, WA 98033 (p) 425.861.9520 (f) 425.869.2797 Apex Steel, Inc. 935 Kirkland Ave Kirkland WA 98033 425-861-9520 fx 425-869-2797 To:BNQuilders 26014thAve Subo3SO Seattle WA 98121 Attn: Office Fax: 206-382'3440 Site Fax: SubContractor Change Order Proposal Summary Project:1308 Justice Cente 150D5Tukwila International Blvd Tukwila V&40O188 Description ofChange: RF|252 References: 020 Date Submitted: 11/12/2019 Apex Steel reserves the right to modify this proposal if site conditions have not been accurately represented, Cost Items Basic Hourly Small Tools & OH Amount Cost Total Consumables % 3MmJNw@ r 0HroJ|YV0T@ $15715/Hr 0HrsJ|VYDT@$109.03/Hr 19'GL@*5.30Hr 32'8L@ $6,76/H, 65'/8NP@ $25.45/Hr 85'/AWP@ $46.80/Hr 1OKForklift @ $42.96/Hr Welding Outfit @ $24.20/Hr Fume Extractor @ $4.86 /Hr RotoHammer & Bits @$16.44/Mr Torch Cart @ $8.83/Hr Hoisting '$2OU/Hr Engineering Detailing Oooking' Materials ' Fabrication Adjustment - 16.44 15 313.40 15 15 15 15 15 15 15 15 15 15 18.91 15 7.85 15 15 15 15 15 15 Total Amount Requested: �' 4 °9, A, - From: 4Todd Harris Apex Steel, Project Manager Apex Steel, Inc. Apex Tower Crane, Inc. EWO NUMBER 0 2:7 ZONE Ce CONTRACTOR'S NAME STRAIGHT TI EXTRA WOR OR PROBLEM: EXTRA WORK AUTHORIZATION FORM JOB NUMBER GRIDS DATE /0 r(- ELEVATION JOB NAME —1 0 e1 EXTRA WORK TO BE PERFORMED AND BILLED AS: (CIRCLE) OVERTIME Ir\sfeSj DOUBLE TIME `c- C r77-1—er^ PREMIUM OT/DT c I c -C--- 1CcCC i SOLUTION: ko1c hI0 0 u &le\ INIc too < RF a 2s2 AUTHORIZATION TO PROCEED WITH THE EXTRA WORK AS DESCRIBED: GENERAL CONTRACTOR DATE EMPLOYEE NAME ST OT DT DATE 6Ctfr Nct:k I lo ' .. gr, „,I Ca, 1 fot,„ 25 5 SIZE EQUIPMENT HOURS CRANE FOOT BOOM LIFT FOOT SCISSOR LIFT WELDING MACHINE BURNING OUTFIT LN 25 WIRE FEEDER , ROTO HAMMER & BITS HI TORQUE EXTRA WORK COMPLETE YES 0 NO THE DESCRIBED WORK HAS BEE1 PERFORMED AS AUTHORIZED AND THE ABOVE HOURS ARE CORRECT: SIGN:- SIGN: GENERAL CONTRACTOR DATE DATE Apex Steel, Inc. 935 Kirkland Ave, Kirkland, WA 98033 (p) 425.861.9520 (f) 425.869.2797 ]DQ R Gr oup pu*ross' �uecrom� sooGssTnzw: Ln*ms____ Lisa Ridley ro mAm� Bill Brown City ufTukwila Justice Center 73-17158-00 T]CRFl#250_Gtee|Support for S2 RFI Answered u�n semT� nmm Tnmvs�rnx�zo� � 10/15/2O19 250 01336 Info Exchange m Using detail 25/A10.1, the design drawings indicate that structural angles are to be used for storefront windows S2.Aand S2.8but do not indicate if any angle isneeded tosupport storefront window SJ/C.Therefore, these angles were not included in the steel submittals. Please confirm if steel is needed for G2.C. If needed, please provide elevation details of the S2.0 tocoordinate with steel. Response (Answmrou) from: Steven Schmitz (oLmGroup) Remarks: Angle is required atS2.0similar to S2.A&E2.G. See attached A9.I |DLRGmup comrxmv � BN8ui|ders BrenmaChhstensen BNBui|dera � Dillon Webster r- EthanBernau Geri Urbas |DLRGmup - - |ShielsObletz Johnsen � � 8NBuUders |sw�L r- - --------�---- cwm1 | biD.brown@bnbuilders.c |Vm � brenna.chrbtenoen@bn | dwebster@d|ngroup.conn 'ethanb@sojsea.com ' geM.Urbas@bnbuUders.c om � pxows | 206-461- � | wwnmE 206-382-3443 | 206-382-3443 ZO6-461- � 6O45x73-604S | � ! 206-838 | 206-382-3443 Page 1ol2 Jeff Clark Liz Van Wieringen Sabrina Ames Steven Schmitz D[DDCRIPITOld OF" CONTENTS QTY " DATED BNBuilders BNBuilders DLR Group DLR Group Jeff.Clark@bnbuilders.c om Liz.Vanwieringen@bnbui Iders.com sames@dlrgroup.com sschmitz@dIrgroup.com TJC RFI #250 Steel 1 10/14/2019 Sup port for S2.pdf NUEDAER SCAIE 206-382-3443 206-382-3443 206-461- 6094x73-6094 206-461- 6044x73-6044 Pa g. e 2 of 2 Request for Information RFI No: 250 BN Builders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: October 14, 2019 Submitted To: Steve Schmitz Submitted By: Bill Brown DLR Group, Inc. BN Builders, Inc. 51 University Street 2601 4th Avenue, Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: (206)382-3443 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Steel Support for S2.0 Discip/ine: Structural Document Reference: See attached Spec Section: Subcontractor: Subcontractor RFI No: Question Date Required: 10/21/2019 Using detail 25/A10.1, the design drawings indicate that structural angles are to be used for storefront windows 52.A and S2.B but do not indicate if any angle is needed to support storefront window S2.C. Therefore, these angles were not included in the steel submittals. Please confirm if steel is needed for S2.C. If needed, please provide elevation details of the S2.0 to coordinate with steel. Answer Angle is required at S2.0 similar to S2.A & S2.B, See A9.3 Answered by: Steve Schmitz - DLR Group Date Answered: 10/15/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 I I (f) (f) T 5) T T LEGEND NOTES tlIffilit1111000001111t1 O. ECIERIO0.1Eitl. MEI COISCW111s11111SPACCOCIC MIND C10111. 1/1101.11,04,12 SEIM ' 0_ = i a'. - L- ' — I ''''1}6::::70. 1,11301.111.0.0121, SCIA11,141,SOLOR 1 ESDOCCSINSAATEISI MIA. 00.1t 1/11 ROOF t ‘...001..„‘" I I ® 0 0 0 ? @ SSP MCI WIS 11,111E t EC1110111Rft*P1SIOIXACCORECNS,004181,01 C tAtt000,11051C MCC CCI,C10111t 1.120 ,, rT,,,,,,,,,,,,,,,,r.,,,,cr,,,•:,,,,,, W k k ...j . I _ _ _ __ 2 '''' • . 11C,11.1.40,111.010.1 - i Al LOT. 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NORTH - C __ __„.,,,,,,, SOUTH C v, TUKWILA JUSTICE CENTER 11'2 CITY OF TUKWIIA cn 11. MOS ti/ools Her 1,14 sele T ® T 5) T T ® 410 T i 1 --.V.V4 II - ...._ _ -( ' 6 .(''. —ET -- ''' , . . . . '3 0 WEST - B/C - - - " • . - - . , ' \-(D , g' g E E n C1;:DSCAlE int0 CP ,,. _.... ...,„. ALI 1.11121.7102.1110 ,411P . 011E1.11,146.02011 / / CD- ? = ---ro-==0-1.-- IIIIIINIMIIIIIIIIMMMMTAMIII=r111 Immo L) i. !:. Alfilli Cie .k } 0 0 Ack 0 VTIF 11111 ill 11111Lej I ,ZIP 111iMliaINirliIMM 1111111101011111110 11111•11W1 ir111111110111.011110111111000111111111101111011111101.1111111110 WIirp,1 - iiMNeNiiiMiimimRu imm G..,,,,* Z li0111111111111M11/1'1.';111111 1 0 0 r , ,' i ,, .,, ,11 1 111111 %WM 16 1 26 .... 11W11111111111111111111111101%11111111 110111W/11X110111 1101111.11 11111111111•11111111111111 MIMI 51......E0 0 CU,. l'01 ,, RECORDS - EAST STOREFRONT ,, LOBBY 5 .4112.520.0 - EAST STOREFRONT ilM1 XV All VW AA WY AE1 SE,YE 2r, 00•1, 1-11, EQ 0 E0 T• vr ea ea E0 '."; '-ii-IV— 0 % % 0 % 0 0 0 0 5 / 7; 0 'Z 0 0 r', / .. u • ale ../% / % / A10 0 0' , _ , % /7- :e., 0 , x A10 alo i ' I 25 Sii101.2.E.E0 el COURT,: EAST LOBBY STOREFRONT HUBWEST STOREFRONT RX SE. 0 MA VW i%9a1-0' STICE CENTER 9 -2 24.2.2 UM CC.11 g 1 ..... 1 1 QA' .10 2 t . —01102 LE120 ANAKOP A .... CONFORMED SET lievwcat ---.,,,r ' / ',-.1- ‘ ' ' `" ' '4,7 , • ,- _''''''''''''' , - 12 i 2 71517121.0 DOOR AND FRAME ELEVATIONS WINDOW SILL AT MODULAR METAL PANEL AT G DE 0 DETAIL AT STOREFRONT A9.3 � r r r i r r i r r r i r 5 o Q ® nay __rt —I o1 r 0. v/ / / / / r d o Y,, / '' � % % % ✓ ,.a/ / %� % / % % % % F� ' sa,a,..o.GNf 011 _.,._ _ v.. �.. _..._ . RECORDS- EAST STOREFRONT „ LOBBY- EAST STOREFRONT o 0 > E •:�' O 11! a COURT- EAST LOBBY STOREFRONT <,n, auu4 no : P 111111 I 1 A JUSTICE CENTER WILA a.: DOOR I El ir w,z TUKWIL TO CITY OF TUN g ° m r ' Gz Z I k __ / l 1_ : C _ II r� -17 ICI Il. . um HUB -WEST STOREFRONT Aa, ao, P tl © FRAME D FRAME ELEVATIONS A9.3 K-�8 �� Group &��&_�� ~_�w���� o�n�mop pym*zse: �uss�ow� susossrom: xwewsn: m mAMs Bill Brown City ofTukwila Justice Center 73-17158-00 T]CRFI#2S2_Stee|Support for C1O3 RB Answered oxress��� n�m rnxmswrr"'u/�� 10/33/2O19 252 01383 Info Exchange Submittal ^05-084113-0'/Uum1nunn framed Entrance Shop Drawings" provided direction to add a raised curb to door [103. The design drawings donot indicate ifstructural support 1sneeded for this door snnnsteel was fabricated/iOsta||ed.Assuming the desired curb issupposed tu resemble detail 35/A10.1 and Detail 7/S4.2, please confirm 48" curb is required. Response (Answered) from: Steven Schmitz (mmmGroup) Remarks: Provide curb. GehUrbas Sabrina Ames Ethan8ernaU .-- �- Liz Van Wieringen compmnv DLR Group |compmvv , / BNBuUders � BNBuUderS DLR(Sroup Shie|sObletz Johnsen | - | BNBui|dens Jeff Clark BNBU|d8rs 8rennaChrstenaen BNBu[ders EM011- lridley@dlrgroup.com / bU|.brown@bnbui|dersz |om ! ger om � Pnons 206-461- | 6031x73-6O31 � pxOwe 206-382-3443 206-382-3443 _ 206-461- 6U94x73-60Q4 | 206-838-3705 206-382-3443 -3443 ' | 2O6-382-3443 -__- - Page 1(if l Dillon Webster DLR Group Steven Schmitz 1[ , DLR Group 1 10/15/2019 builders.com dwebster@dIrgroup.com sschmitz@dlrgroup.com TJC RFI #252 Steel Support for C103.pdf 206-461- 6045x73-6045 206-461- 6044x73-6044 Request for Information RFI No: 252 BN Builders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: October 15, 2019 Submitted To: Steve Schmitz DLR Group, Inc. 51 University Street Suite 600 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Steel Support for C103 Discipline: Architectural Submitted By: Bill Brown BN Builders, Inc. 2601 4th Avenue, Suite 350 Seattle, WA 98121 Tel: (206)382-3443 Subcontractor: Subcontractor RFI No: Question Date Required: 10/22/2019 Submittal "05-084113-0- Aluminum framed Entrance Shop Drawings" provided direction to add a raised curb to door C103. The design drawings do not indicate if structural support is needed for this door so no steel was fabricated/installed. Assuming the desired curb is supposed to resemble detail 25/A10.1 and Detail 7/54.2, please confirm 48" curb is required. Answer Provide cult. Answered by: Steve Schmitz - DLR Group Date Answered: 10/22/2019 Copies To: Company & Contact Fax Notes Page 1 of 1 CARD READER AND RACEWAY TO BE CONCEALED WITHIN ULLION. COORDINATE WITH CONTIRACTOR AND REFER TO SECURITY ELECTRONICS SHEETS. RAISED CURD PER ELEVATIONS Fl H 'SERIES) #LVEL 01 tf-o 3/8" iffr 3/8" R.O. 9 5/ 5/16. 1 5 IC 22 9.06 .03 06 28 2 do 9.07 48" ,i;',ER ELEVATION (47.42tIO lOPE) OAR 414 53 5/8 D. TYPE Dr1 1 EACH 36" D.O. (451 T—FG SERIES) (2" x 4-1/2') (500T DOOR SERIES) I200R NUMBERS 2" ENGINEERING STAMP T T Q Q T T LEGEND NOTES Wre. Q„ '— p„ 4D / Q 0 «ire U 0.1a« i 0g $ _ 1 Srn 4 - — _ • V wwom,mie a b u.�E rew �NCI,LIC6 a SCEE.m.„.M. .Ere: �y ^ l7' EAST - &C ^� CJ' tea. r..aEK..o. '-U_ �..ne n "` ua " "" IL t1Ni6 WALL MUM, ULICIRXRPE PLILEICMCITEDUISTIIIIITLPE "I [C00,,EMILLEO5111110,0130LIARD ° • VII-4 --- ! — G + j ,. ° 11111111111a NORTH -C Si C ®UwH - mo TUKWILA JUSTICE CENTER CITYOFTUKWILA t 3 j o ; Ar uo O 4_ _as lo2.19 — °' g� DETAIL AT STOREFRONT . i.. WINDOW SILL AT MODULAR METAL PANEL AT GRADE 0 1 J®1 1 1111 _ ! 'i : --I►. 1 21 _ _ _ _J c®s ; a ;it 0 0' 0^° 0 0 0 0 0 0 _ EXTERIOR ELEVATIONS P. aaq gd A5.1 BNBuilders May 21, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for FR-A-024-200122 - Relocate Courtroom Ductwork Dear Ethan, In accordance with Field Report FR-A-024-200122 dated 1/22/20, BNBuilders hereby submits our proposal to relocate ductwork along the North wall of 0135 Courtroom to avoid conflict with clerestory windows. The total proposal of this subject work is One Thousand Seven Hundred Thirty-two dollars $1,732. 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 5115 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 #: FR-A-024-200122 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5115 DATE: 5/21/2020 DESCRIPTION OF CHANGE: relocate ductwork along the North wall of C135 Courtroom to avoid conflict with clerestory windows. BP 22.00 Johansen 1,649.93 1st -tier Subcontractor Cost Total (Direct Construction Costs) Additional GCCM Costs GC/CM Mark-up on MACC Costs Rounding Adjustment $1,649.93 $149.66 $89.98 $0.09 Total Change Request $1,740.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc.. Work Description: BIM Coordination to review and move ductwo CCD/RFI: FR-A-024-200122 CP #: 5115 Date: 5/21/20 Description Quantity Unit Prod. Hours A.1. Labor Al. Labor Premium B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs S/Unit Costs BIM Coordination 2 74.83 $ 150 $ - $ - $ - $ - $ $ - $ - $ 5 $ - $ $ - 8 - $ - $ - $ - $ $ $ - $ $ - $ - $ - $ - $ $ - $ - $ - $ $ $ - $ $ $ $ - $ - $ - $ $ $ - $ - $ _ $ $ $ - $ - $ $ - $ $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ - $ - $ . $ - $ - $ - $ - $ $ - $ - $ - $ $ - $ - $ - $ - $. $ Total Cost of Work A. $ 150 $ - $ - B. $ - C. $ - Johansen Mechanical, Inc. PHowEoun-4o1-2uaG FAx4us-4no-6a3o CHANGE ORDER DETAIL JOB NAME Tukwila Justice Center BILLING CONTRACTOR BNBuilders, Inc. JK8|Q]R#\ JDHANSBN JOB # P11960 DESCRIPTION: IMove PreviousIv Installed 14" 0 LIPS Duct Run at North Wall C1 35 to South EXCLUSIONS:lExpediti Overtime Premium Cost REFERENCE 1pill Brown request via email on 01 -23-2020 SCHEDULE IMPACT: 1,Yes |. LABOR: A. LABOR (FIELD FOREMAN) B. LABOR (FIELD JRNYMAN) C. LABOR (SHOP JRNYNAN) D. LABOR (DELIVERY) E. LABOR (SERVICE) F. DETAILING Q. SHOP FOREMAN/COORD H. PROJECT STAFF U.MATERIAL AND EQUIPMENT A. MATERIALS B.EOUIPMENT C. FREIGHT D. RENTALS U|.SUBCONTRACTORS A.ALL SUBS $iO14U =* $ 05.00 = * $ 95,06 = $ $ 79.09 = $ $ 104.82 = $ $ 97.78 =$ $101.48 = $ $1O373 = $ MATERIAL EQUIPMENT TOTAL SUB SUBTOTAL IV. OTHER DIRECT COSTS A. SAFETY @0 B.SMALL TOOLS AND CONSUMABLES @ C. PERMITS 0% OFLABOR 0% OF LABOR OTHER DIRECT COSTS TOTAL DATE: 202.92 760.48 142.59 79.09 $ 1,185.68 � V'TOTAL ITEMS |.U.U|.AND K/ VI. OVERHEAD &FEES A. OVERHEAD B. PROFIT C. SUBCONTRACTOR MARKUP TOTAL AMOUNT FOR THIS CHANGE ORDER PROPOSAL VALID FOR 3VDAYS U $ 181.64 * � � � 1,649.93 This change proposal only includes costs that can beidentified atthis time. This change proposal does not include any amount for changes inthe sequence nfwork, 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 ofcost prior tnfinal settlement ofthe contract. Bill Brown From: Ethan Bernau <ethanb@soisea.cum^ Sent: Friday, January 24,2O203:54PK4 To: Jeff Clark; Steve Schnitz Cc: Bill Brown; Austin Proctor Subject: RE: North Duct in Area C ]ef[ Please proceed. Ethan aernau| 101 Yesier WaySuite h0h1 Seattle, VVA98lO4 Shiels I ObletzI Johnsen Project Focused. Community Driven. From: Jeff Clark `Jeff.C|ark@bnboi|ders.com> Sent Friday, January 24,Z0202:50PM To: Steve Schmitz xsschmhz@DLRGROUP.com»; Ethan Bernau^ethanb@sNsea.com> Cc: Bill Brown <BU|.Bruwm@bnboUders.cum>;Austin Proctor <Ausbn.Procur@bnbui1ders.cnm> Subject: FVV:North Duct inArea C Steve/Ethan, The ROM provided by]W1|torelocate the duct inthe courtroom is $2,000. Please provide direction ifthis change b desired. Let me know if you have any questions, thanks! Jeff Clark 2mx1wnAvenue, w""ma5m] Seattle_ vmoo121 From: Bill Brown (@/bnbui|deo'com> Sent Thursday, January 23,2n2O11:45AKH To: Cory Slack <curYs@|uhansennnechzomp;Josh Blackburn ^1oshb(CD ohansenmech.com> Cc: Jeff Clark <]effC|ark(cDbnbui|ders.cVm> Subject: North Duct hnArea C Cory/Josh, The design team is requesting that the duct along the North Wall (covering the windows)bnCl3Sberelocated south. See the attached overlay drawing indicating what they want to do. I overlaid your mechanical drawings with the shop drawings for the AP[4Ceiling tile. Please provide the cost associated to relocate this duct to the desired location. Include the cost associated with detailing aswell. Donot proceed until wehave confirmed the cost with the owner. Thank you, 1 Field Observation Report Field Report Date January 22, 2020 Field Report No. 024 Issue to: FlOwner ['Consultant OTenant UGC Project Name Tukwila Justice Center Project No. 73-17158-00 Project Location Date of Visit 01/22/20 Time of Day 11:30am Temperature 45 F Weather Raining Steve Schmitz (DLR Group) Personnel Dwayne Goddard (BN Builders) Present Austin Proctor (BN Builders) Bill Brown (BN Builders) Description of Work In Progress Observations Civil / General Site Observations: North Lot • No update South Lot ▪ Building sign supports were being pre -drilled. 150th Street • Duct bank install in progress. DLR Group Architecture Engineering Planning Interiors 51 University Street Suite 600 Seatile \NA 98101 o: 206/461-6000 f: 206/461-6049 Field Observations / Page 2 Comments and Direction Field Report by: Bui|dinA Throuqhout ° Blocking and electrical box installation observed. * Electrical fixture blocking installation in progress. ° Exterior siding observed inmultiple exterior areas, including Area Aand C. Progress photos attached. w Downspout shroud was discussed at exterior. Owner would like for an access panel added for maintainability othapdonope locations. Area ° Interior stud framing was mostly complete onlevel 1&2. � Gypsum drywall hanging and taping was inprogress unlevel 1. o Groenboordwas observed installed atwet areas. � MEP inprogress onlevel 1 &2 o Blocking was observed for wall mounted oobineta, televisions, and other equipment p Beotric8|, fire alarm, data, and low voltage boxes were observed. Abox walk occurred onFriday, 1/1O' ° Counter brackets were observed installed on level 1 ° HKOframes observed installed level 2. Area ° Interior stud framing was in progress on level 1. ° MEP in progress. o Mechanical ductwork was observed in progress. ° Glazing was observed installed adupper level ofstaff HUB. Area 0 Interior stud framing was in progress. Civil / Site North Lot 1. No Issues. Bui|dinq 1, OLRGroup was informed that the floor boxes required oopart of 48|1U1were installed undersized for the number of tel/data connections. BNB is to work with 2. OLRGroup and BNBuilders discussed amechanical duct that was closely spaced hn � courtroom clerestory windows. AnRF|will baissued confirming movement cofthis DILR Group Seattle, Washington o: 206/461-6000 Field Observations / Page 3 Photos Attached DLR Group Seattle, Washington o: 206/461-6000 Field Observations / Page 4 , A Electrical room panel progress. „ ..„ ... • Isemitmilirrff5n1.z, • tattifP: Aleoemto , I, y • I .• ^ I -• +. '• , ,..I• 'I, ....• ^ , ,, • • Building signage supports predrilled. *,,,StReiNAMAZ DLR Group Seattle, Washington o: 206/461-6000 Field Observations / Page 5 Ongoing cladding progress. Drywallhanging and taping in progress. DLR Group Seattle, Washington o: 206/461-6000 Field Observations / Page 6 Greenboard installed at wet areas. Progress in Area A level 1, looking toward staff HUB. DLR Group Seattle, Washington o: 206/461-6000 Field Observations / Page 7 , r Floor boxes undersized. Slab ' o be cut out and boxes replaced in this area. . _ •§. iluor AlstV,* MEP progress in PD training rooms. DLR Group Seattle, Washington o: 206/461-6000 Field Observations / Page 8 thatmesoemeopeu ;we e e:"e,vie4 ' „4$ ,!zedmee„eee e eeee 4Seee-S.4.frittfle4 Additional progress looking down corridor from PD training. '44rfftegeee4vevedee OVeke,.°, Window protection observed. 4Vse$01;14$eee. DLR Group Seattle, Washington o: 206/461-6000 Field Observations / Page 9 ANI; IRVT Duct and refer lines observed in progress Area A level 2. Glazing installed on upper eveI of HUB. DLR Group Seattle, Washington o: 206/461-6000 Field Observations / Page 10 Framing progress in Area C, near courtroom. 4T END REPORT DLR Group Seattle, Washington o: 206/461-6000 BNBuilders June 19, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 298 & 393 Storefront Hardware Revisions Dear Ethan, BNBuilders hereby submits our proposal for RFI 298 & 393 for the storefront hardware revisions. The total proposal of this subject work is negative Seventeen Thousand Five Hundred Thirty -Eight dollars -$17,538.00. 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 5135 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justinek@soseaj.com) Geri Urbas (qeri.urbas(@,bnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) •BNBuilders 2501 (i-tlh Avenue, Suite 350 Seattle, WA 98121 T: 20(3,382.3443 2015382.3,140 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY udders PROJECT NAME: Tukwila Justice Center CCDIASI #: GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 298 & 393 Storefront Hardware Revisions COP #: 5135 DATE: 611912020 BP 08.40 General Storefronts -$16,703.09 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment -$16,703.09 -$835.15 $0.24 Total Change Request -$17,538.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5% Jeff Clark From: BiU<b|k0@genstorefrontcum^ Sent: Thursday, June 18,2O2O4kO5RN To: Jeff Clark Cc: Krysta| Krausz/Jessica; Ryann Butcher Subject: Tukwila Justice: Hardware Credit Attachments: 20200618162133570,pdf Below is the breakdown of the credit for the panic hardware on the doors. I have also attached a copy of the quote as well as the actual invoices for the material that was ordered: Base Bid Panics: $39,748.55 O/P@1596 $5,961.53 Sub Total: $45.705.08 New Panic & Custom Pulls: $26,21922 O/P@lS% $3'78287 Sub Total: $29'001.99 Credit $16,703.09 Thank you, Bill George President GEmERS1118MB� I8931— NE, Suite (P)360.4744841D Arlington, WA 98223 Ext 304 (F) 368.474.8421 ACCESS HARDWARE SUPPLY Access Hardware Supply 14447 Griffith St. San Leandro, CA 94577 (510) 483-5000 SOLD TO: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 98223 CONFIRMTO: Bill George NUMBER: ORDER DATE: SALESPERSON: CUSTOMER NO: TEL NO: FAX NO: PAGE 111 S962102 6/5/2020 0107 00-GEN2813 (360) 474-8410 360-474-8421 SHIPTO: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 98223 11 11 CUSTOMER P.O.: SHIP VIA Tukwila UPS GROUND ORIG TERMS: Net 30 Iiigk ice CAT MLRK1-SGT w/ REX CAT CDL-AL-EXT CAT PS220 Power Supply CAT RS210 Power Supply Thank you, John Dorsch QTY 11 SHIPPED 0 0 0 0 NO MERCHANDISE RETURNED WITHOUT PRIOR NO MERCHANDISE RETURNED AFTER 90 RESTOCK FEES MAY APPLY ***Some items may be subject to a tariff APPROVAL DAYS surcharge*** Printed 6/17/2020 12:40:34PM User: JD B/O 0 0 0 PRICE 284.00 29.00 146.00 118.00 Net Order: Less Discount: Freight: Sales Tax: AMOUNT 3,124.00 319.00 730.00 118.00 4,291.00 0.00 0.00 0.00 4,291.00 Access Hardware Supply 14447 Griffith St. San Leandro, CA 94577 (510) 483-5000 Sold To: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 98223 Confirm To: Krystal Krausz Page: 1 Invoice Invoice Number: 5754248-IN Invoice Date: 5/12/2020 Order Number: S9539 Order Date Salesperson: 0107 Customer Number: 00-GEN2813 Shia To: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 982234705 Customer P.O. Ship VIA 19-021-JH AERONET F.O.B. ORIGIN Terms Net 30 Item Number Unit Ordered Shipped Back Ordered Price Amount JOB: Tukwila Justice Center EACH ROC RM3311-84 1HD US32D 78"0A / 66"CTC EACH ROC RM3311-96 1HD US32D 96"OA / 84"CTC EACH SAR 19 AD8410 F E0 US32D 84" TALL 2/LHR 2/RHR EACH SAR 19 31 AD8410 F EO US32D 84" TALL 2/IHR 2/RHR EACH SAR 19 31 AD8410 G EO US32D 117" TALL 3/LHR 2/RHR EACH SAR LC 106 US32D 8.00 8.00 0.00 243.13 5.00 5.00 0.00 2 8.98 4.00 4.00 4.00 4.00 0.00 1,190.73 0.00 1,190,73 5.00 5.00 0.00 1,215.91 2.00 EACH 5.00 SAR 31 LC 106 US32D Thank you, John Dersch SHIP COMPLETE JD01811-ROCK ESD 4/03 JD01812-SAR ESD 5/04 */*/*/*/EDDIES ORD ER*/*/*/ JD01811 RCVD PO COMPLETE 4/13/20, FRT N/C RM3311 US32D 66 78 2 Posts (Default)Door Thickness 1.75 TB 2.00 5.00 0.00 257.96 0.00 257,96 1,945.04 1,294.90 4,762.92 4,762.92 6,079.55 515.92 1,289.80 Continued Access Hardware Supply 14447 Griffith St. San Leandro, CA 94577 (510) 483-5000 Sold To: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 98223 Confirm To: Krystal Krausz Page: 2 Invoice Invoice Number: 5754248-N Invoice Date: 5/12/2020 Order Number: S9539" Order Date . Salesperson: 0107 Customer Number: 00-GEN2813 Shin To: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 982234705 Customer P.O. 19-021-JH Ship VIA F.O.B. AERONET ORIGIN Terms Net 30 Item Number Unit Ordered Shipped Back Ordered Price Amount RM3311 US32D 84 96 2 Posts (Default)Door Thicicness 1.75 TB JD01812 RCVD PO COMPLETE 5/11/20, FRT N/C 19 AD 8410 F LESS TRIM 32D LR 1.750 19 AD 8410 F LESS TRIM 32D RR 1.750 19 31 AD 8410 F LESS TRIM 32D LR 2.250 19 31 AD 8410 F LESS TRIM 32D RR 2.250 19 AD 31 8410 G LESS TRIM 32D LR 2.250 19 AD 31 8410 G LESS TRIM 32D RR 2.250 LC 106 32D 1.750 31 LC 106 320 2.250 RECEIVED MAY 1 3 2W" NO MERCHANDISE RETURNED WITHOUT PRIOR APPROVAL NO MERCHANDISE RETURNED AFTER 90 DAYS Tracking No: 000877; Net Invoice: Less Discount: Freight Sales Tax: Invoice Total: 20,651.05 0.00 0.00 0.00 20,651.05 Debit Memo Access Hardware Supply 14447 Griffith St. San Leandro, CA 94577 (510) 483-5000 Sold To: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 98223 Confirm To: Bill George Page: 1 Invoice Number: 5754782-DM Invoice Date: 5/20/2020 Order Number: Order Date Salesperson: 0107 Customer Number: 00-GEN2813 Ship To: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 98223 Customer P.O, Shin VIA 19-021-JH AERONET F.O.B. ORIG Terms Net 30 Item Number Unit Ordered Shipped Back Ordered Price Amount OUTBOUND FREIGHT NOT BILLED ON INVOICE 5754248 RECEIVED „...,, MAY 2 0 MD 06, /a/Storefronts,' q co NO MERCHANDISE RETURNED WITHOUT PRIOR APPROVAL NO MERCHANDISE RETURNED AFTER 90 DAYS Tracking No: Net Invoice: Less Discount: Freight: Sales Tax: Invoice Totat 0.00 0.00 277.07 0.00 277.07 ACCESSHARDWARESUPPLY Access Hardware. Supply 14447 Griffith St. San Leandro, CA 94577 (510) 483-5000 SOLD TO: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 98223 CONFIRM TO: Jessica Heard Quote PAGE 11 NUMBER: s9466 QUOTE DATE: 1/28/2020 SALESPERSON: CUSTOMER NO: TEL NO: FAX NO: 0107 00-GEN2813 (360) 474-8410 360-474-8421 SHIP TO: General Storefronts Inc 18931 59th Ave NE, Ste. 4 Arlington, WA 98223 11 11 CUSTOMER P.O. Tukwila: SHIP VIA GS0 PDS F.O.B. ORIG TERMS: Net 30 hiWW673 panioc * ROC PDU8500-3 US32D less strik 72" X 84" 3/LHR 3/RHR ROC PDU8500-3 US32D less strik 90" X 117" 2/LHR 2/RHR ROC PDU8500-3 0S32D less strik QTY SHIPPED BA) 6 0 0 3,372.54 20,235.24 4 0 46" X 116-1/2" Handing required when ordering Thank you, John Dersch 1 0 NO MERCHANDISE RETURNED WITHOUT PRIOR APPROVAL NO MERCHANDISE RETURNED AFTER 90 DAYS RESTOCK FEES MAY APPLY ***Some items may be subject to a tariff surcharge*, Printed 6/17/2020 2:35:52PM User: rh PRICE AMOUNT 0 3,902.24 0 3,899.35 Net Order: Less Discount: Freight: Sales Tax: 15,608.96 3,899.35 39,743.55 0.00 0.00 0.00 39,743.55 DNR Gr oup �ossTn�m� susossuow; �wsVVep: � o� City ofTukwila Justice Center o'A r ss1/24/2020 73-17158-00 TIC RFl#298- Panic Hardware ms/o, 298 Information RFI re«msw�rr �zo� 01871 Answered «D,\: Info Exchange Per discussions, Rockwood PDU8500-3 on type 8aiunninunn doorswill not be launching until January 2U2O.The doors/frames can not bereleased without the template for this hardware. Please also provide the following sothat vyecan move forward with submitting our hardware submittal and procurement. 1.Product Cut Sheets 2.Ten1p|ate info 3. Install instructions 3.Sample Warranty Please note that any delays in this product launching on time or issues with the template info received may have possible cost 8kschedule impacts. Response (Answerau)from: Steven Schmitz (mLumroun) See attachments. FROM ^mms Lisa Ridley | QLR{;nuup |hdley@d|rgroupzom To ewmL i pnums ' 2O6-461- � 6031x73-6031 mxms cowpmvY ----- - ----�-L�- �---- -- � ="°" | � Ephranl.HarshV�bnbu|d EphrannHarsh � 8NBui|dery | e��com ZDO ]82-3443 � biU.brown 0�bnbuOders.c Bill Brown � BN8ui|ders 206-382-3443 �,". | BrennaChhstensen | BNBui|decs i brenna.christensen@bn i 206'382~3443 Page 1 of 2 Dillon Webster Ethan Bernau Geri Urbas Jeff Clark Sabrina Ames Steven Schmitz DL:SUUP rION OF CON NS CITY DATED DLR Group Shiels Obletz Johnsen BNBuilders BNBuilders DLR Group DLR Group 1 11/13/2019 builders.com dvvebster@dIrgroup.com ethanb@sojsea.com geri.urbas@bnbuilders.c OM Jeff.Clark@bnbuilders.c om sames@dlrgroup.com sschmitz@dlrgroup.com ITTLE TJC RFI #298_Panic Hardware Information.pdf NUNIBER SP\ LE 206-838-3705 206-382-3443 206-382-3443 206-461- 6094x73-6094 206-461- 6044x73-6044 SIZE page ) or 2 Request for Information 8NQuiiders Tukwila Justice Ctr Construct. z5005Tukwila Inter. Blvd. Tukwi|a'wm 98188 BNB Projemt#110@21.100 Date.' November 13,ZO19 Submitted TzSteve Schmitz Jubvnitted��EphnamHarsh DLRGroup, Inc. DNDuiNeo 51 University Street 2601 4thAve Suite35O 5uite6UU Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 fidyeo� Panic Hardware Information Q���� Architectural Subcontractor General Storefronts Inc. Subcontractor 6F1/&r Question Date Required: 11/28/2019 Per discussions, Rockwood PDU8500-3 on type B aluminum doors will not be launching until January;2020. The door-5(frames can not be released without the template for this hardware.Please also provide the following so that we can move forward with submitting our hardware submittal and procurement 1. Product Cut Sheets Z.Template info 3. Install instructions 3. Sample Warranty Please note that any delays in this product launching on time or issues with the templateinfo received may have possible cost & scheudle impacts Answer See attachments. Answered by: Steve Schmitz `DLRGroup DateAnswered: 0/24/2020 Copies nronnpvm'aContact Fax Notes Page 1 of I w „„,„, „S41i4.4#0001yggiimiiiHoiia,4tOggigigaYk4,0104,e hicra)...4.14 se,kt Beautifully Protecting You Is4)V44, „ svkytiZT, siness Safeguard your store while emanating flawless design with the Rockwood Storefront Panic Device. incorporating a patent pending flat security latch, the PDU8500 will ensure your doors remain locked and secure when your business is closed. With a selection of cylinder, pull, and finish choices, no concessions are needed. Unsurpassed Craftsmanship Features Top latching panic device with flat security latch Engraved latch lines Dampener in actuator assembly Engraved push area and boundary grooves Adjustable stops on strikes include set screws Keyed and non -keyed options Dogging feature Post mount design with six standard exterior pull choices Benefits Provides additional strike engagement that inhibits doors from popping open Ensures proper installation and alignment with the strike Suppresses bounce in the door Enhances visibility and tactility for a quick and easy exit Minimizes movement of stops and secures them in place Matches existing key system if required Depresses and holds device into place, adding convenience during operating hours Suites with Rockwood architectural pulls and accessories Materials ° Stainless Steel System ° Panic Device (H]U85U0) °Funcdons 'Keyed Passage—doAQingstandavd (specify nodogging ifnot required) °Dimensions Grip Diameter: l`/.'' Vertical (crash bartmtop of tube):J8,/2"min;max per GANAQpidc|ines Horizonta|:lS9^ min; 48^max Projection: 2,/s'Panic Side 3Y4"MatngPull Side Door Specifications ° For aluminum doors 11/8"to]`6^ thick standard ' Stile Requirements ° Medium Stile Width: 3`/2"-5^ Backsc 21/4" °Wide Stile Width: Greater than 5^ Application Types -A|uminumStorefnont Handing * Right Hand Reverse (Swing 3) * Left Hand Reverse (Swing 4) Strikes ~ Single Manual , Double Manual ° Single Electric (Fo|gerAdam Series) Fail Safe/Fail Secure ° Double Electric (FolgerAdam Series) - Fail Safe/Fail Secure Cylinder Options Description Code Mortise Cylinder 01 7finSH[Housing w/ Construction Core Special Order (Keyed alike) Customer Supplied Cylinder Dummy Cylinder Housing N Function (Blank Escutcheon 06 Plate provided) 7Pin SR[Housing with Yale Core 02 03 04 05 09 Patents, Approvals and Listings* °ANSIJBHMA All 56.3-2014, Grade lCertified (3Jand 32Dfinishes only) "UL305 [AN/ULC-S7]2'07 °ADACompliant ° Patents Pending ® No Mating Pull o Full Height L-Shaped Pull (-1) 0 Half Height Straight Pull (-4) . Half Height L-Shaped Pull (-2) Short Centered . Horizontal Straight Pull (-5) o Full Height Straight Pull (-3) Straight Pull (-6) AA, 0.110.0,AAAYA A ,012-1040000,0:1,0005,00,0,0*, 04:0'MMK,00,000A, "titVAFAlOtt, V, „„,“ Finish Options • Satin Stainless Steel (US32D/630) • Bright Stainless Steel (US32/629) • Bright Stainless Steel with MicroShield® Anti microbal Coating (US32MS) • Split Finish -Satin Stainless Steel Device (US32D/630) and Bright Stainless Steel Push Area (US32/629) • Extra Dark Bronze Equivalent (314E) Black Suede Powder Coat (BSP) • White Suede Powder Coat (WSP) • Stock Powder Coats (Specify color) ' `"r7,7PFZpz A *P 00,0000,000VA=.00,0:0 Atrittik4r404,0Arrim4441•tkilV,4% • , Engraved Push Area Finish Options • Split Finish - 32D device; 32 push area • White Paint 0, 0 AAA:10,00 1.00001:00,000000,0, AA1,0001, • Black Paint (standard) Manual Strikes for Medium and Wide Stile Doors " Single Manual Double Manual (MSK-SGA (WSK'DBU ° Strike Kits - Strike, Adapter Plate, and Cover included Electric Strikes for Medium and Wide Stile Doors °The Fo|gerAdam 310-1(3W)isanindustrial grade dccthcsthkedesigned specifically for use in storefront door applications with addition of a strike plate. The stainless steel construction makes itideal for strength and corrosion resistance. Features ° Tannpe+reoistontheavy'duty stainless steel construction ° Fail Safe/Fail Secure "1/4''keeper depth °Non-handcd ° Plug-in connector * Five-year limited warranty Specifications ° Static Strength: l,5OO|be ° Dynamic Strength: 7O-ft|bs ° Endurance Rating: l.00U'0OU cycles ° Electrical: Dual Voltage 12/24 VD[(Continuous Duty) 510mAat12VD[ 250mAat24VD[ Single Electric Strike - Wide Stile (E5K'SGU Single Electric 'Medium Sd|e/ESK-MS'SGU ° Patents and Listings: UL1034,burglary-resistant listed UL2Q40GthEdition) listed AN5|/BHKJAA156.37. Grade KoHS[ompUant Double Electric Strike - Double Electric Medium Sti|c(ESK'MS-DBO °Finishes: PDU8500 Series Panic Device Experience a safer and more open world IMPORTANT: PLEASE READ BEFORE INSTALLING THE PANIC DEVICE The following instructions will decrease your chances of experiencing problems during the installation and ensure a smooth, trouble -free operation of the Panic Device. Copyright ® 2020, ASSA ABLOY Accessories and Door Controls Group, Inc. All rights reserved. Reproduction in whole or in part without the express written permission of ASSA ABROY Accessories and Door Controls Group, Inc. iSprohibited. Table of Contents 1. Introduction 3 1.1 Description.......... 3 1.2 Tools and Supplies ......... 3 1.3 Dogging Feature . :-3 2. Instructions for Storefront Doors ............ . ............................... 4 2.1 Removal from Packaging:.. ................. 4 2.1.1 Introduction.......... :..: 4 2.1.2 Remove Panic Device from Shipping Board....... 4 2.1.3 Remove Horizontal Door Mount 5 2.1.4 Remove Horizontal Door Mount (Deco End Cap Option). ............. _..... .... ......,.. .....,, 5 2.1.5 Remove Vertical Door Mount 5 2.1.6 Remove Actuator Post Assembly .........:....... 6 2.2 Panic Device Installation........................................................,,.....,.,.........................._6 2.2.1 Install Panic Device on Door ...,.............................................. 6 2.2.2 Install Alignment Bushing and Spacer 6 2.2.3 Install Mating Pull .................... 7 2.2.4 Install Actuator Post Assembly.... ........... . ...::.,7 2.2.5 Install Vertical Door Mount ................ ..............._.................... 7 2.2.6 Install Horizontal Door Mount ........, :.: 8 2.2.7 Install Horizontal Door Mount (Deco End Cap Option) .... 8 2.2.8 install Panic Device on Door. .... ........... ........ ..................................... 9 2.2.9 Horizontal End Threadlocker and Lube Application 9 2.2.10 Align Actuator Gauge 10 3. Latch / Door Stop Adjustment :.10 3.1 Installation and Adjustment of Door Stop -Strike.... .................. 10-11 3.2 Latch Adjustment for Proper Engagement with the Strike ............................................. ..............12-13 4. Cleaning and Maintenance ..................... ......, .........14 4.1 General Maintenance Instructions ................ 14 4.2 Finish Cleaning Instructions ............,... ,. 14 4.3 Mechanical Maintenance 15 Experience a safer 2 and more open world Copyright ID 2020, A55A AOLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission ofASSA ABLOY Inc. is prohibited.. Introduction 1.1 Description • The PDU8500 Series Panic Device offers superior functionality for egress and security needs. • Please read the Installation Instructions in this manual carefully before installing the Panic Device. • If you have questions, please contact us at (800)458-2424. 1.2 Tools and Supplies • The tools and supplies listed below are necessary to complete the installation of the Panic Device. Tools Allen wrenches: 5/64", 5/32", 1 /8", 3/16", 1/4 • Threadlocker Latch and Actuator Gauge • Synthetic Multi -Purpose Grease Spanner Wrench • Latch and Actuator Gauge Wrench: 7/16" • Extra Door Bushings 1.3 Dogging Feature • The Dogging Feature is located on the bottom of the Panic Device Assembly vertical tube, directly under the Actuator Post Assembly. • Engage the Horizontal Crash Bar and slide the Dog Button to the up position. • The Panic Device Assembly is dogged when the Dog Button is in the up position. Refer to Figure 1-1. • The Panic Device Assembly is un-dogged when the Dog Button is in the down position. Refer to Figure 1-2. Copyright ® 2020, ASSA ABLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission of ASSA ABLOY Inc. is prohibited. Supplies included in kit Supplies Needed (not included in kit) • Soft Cloth Figure 1-1 Dogged Position Figure 1-2 Un-dogged Position Experience a safer and more open world Z• Instructions for Storefront Doors 2.1 Removal from Packaging 2.1.1 Introduction • The Panic Device Assembly comes mounted on a Shipping Board inside a shipping crate. • Before removing from the Shipping Board, make sure that the device is in the un-dogged position. Refer to Introduction, page 3. • Most of the hardware will be reused. Do not discard any parts at this time. • Remove the Shipping Board from the shipping crate. • Make sure that the Vertical Door Mount Assembly, Actuator Post -Cylinder Housing Assembly, and Horizontal Door Mount Assembly are still attached to the Shipping Board when removing from the crate. 2.1.2 Remove Panic Device from Shipping Board • Remove the Set Screw Pin from the Panic Device Assembly. • Loosen the two Set Screws (114" -20) on the free end. The Set Screws (1 /4"-20) are not removed in this step. • Pull the Panic Device away from the Shipping Board by tilting the device. 4 Experience a safer and more open world Actuator Post -Cylinder — Housing Assembly A Vertical Door Mount Assembly Shipping Board Horizontal Door Mount Assembly —Shipping Board B Copyright © 2020, ASSA ABLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission ASSA ABLOY Inds prohibited. 2.1.3 Remove Horizontal Door Mount • Unscrew and remove the Conehead Union (5/16"-18). • Remove the Metal Washer, and Alignment Bushing and Spacer. Metal Washer 2.1.4 Remove Horizontal Door Mount (Deco End Cap Option) • Unscrew and remove the Conehead Union (5/16"-18). • Remove the Deco End Cap. • Remove the Metal Washer, Alignment Bushing and Spacer. Metal Washer 2.1.5 Remove Vertical Door Mount • Remove 1/4"20 Set Screws on Interior Pivot Bracket Post. • Unscrew and remove Conehead Union (5016"-18). • Remove Metal Washer, Alignment Bushing and Spacer. Copyright ® 2020, ASSA ABLOY Inc. All rights reserved: Reproduction in whole or in partwithout the -express written permission of ASSAABLOY Inc. is prohibited. Conehead Union Shipping Board Conehead Union Alignment Bushing and Spacer Alignment Bushing and Spacer Shipping Board Mating Pull Shipping Board Interior Pivot Bracket, Post r` Panic Device Y Experience a safer and more open world 5 2.1.6 Remove Actuator Post Assembly • Remove the Flat Head Socket Cap Screw (1 /4"-20). • Remove the Actuator Post Assembly, Push Rod, and Spring Tube -Spring from the Shipping Board. • Hold the Mating Pull in place while removing the Actuator Post Assembly. • Remove the Mating Pull from the Shipping Board. • Remove the Door Bushing. CAUTION: Make sure to contain the Spring inside the SpringTube-Spring. 2.2 Panic Device Installation 2.2.1 Install Panic Device on Door Flat Head Socket Cap Screw Push Rod __ Spring Tube -Spring Lay the door flat with the exterior side facing down on a pair of saw horses. 2.2.2 Install Alignment Bushing and Spacer Vertical Door Mount Assembly Actuator Post -Cylinder Housing Assembly • You can adjust the Alignment Bushing and Spacer by rotating it. • Make the necessary adjustment to get equal spacing between the sides of the Actuator Post Assembly and the tube opening. 6 Experience a safer and more open world Holes in Door Actuator Post Assembly Mating Pull Assembly Horizontal Door Mount Assembly Copyright ® 2020, ASSAABLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission of ASSA ABLOY Inc. is prohibited. 2.2.3 Install Mating Pull • Place the Mating Pull Assembly on the Door. • Installthe Mating Pull -Cylinder Housing Assembly with the Door Gasket through the holes in the Door. • Make sure that the posts that are sticking out from the Mating Pull -Cylinder Housing Assembly go through the holes in the door. 2.2.4 Install Actuator Post Assembly • Install the Actuator Post Assembly on top of the opening in the Door to attach to the Cylinder Housing. • Make sure that the Push Rod goes through the bottom hole. • Apply a small drop ofThreadlocker to the threads of the Flat Head SocketCap Screw (1 /4"-20). • Install the Flat Head Socket Cap Screw (1 /4-20) and secure until tight. CAUTION: Make sure that the Spring Tube -Spring and the Push Rod are inserted into the Actuator Post Assembly. 2.2.5 Install Vertical Door Mount • Place one side of Alignment Bushing and Spacer in the hole of the door. • When placing the other side of the Alignment Bushing in the hole of the door, orient the pin and push into other side of spacer. • Position the Mating Pull Assembly against the exterior side of the Door. • Apply a small drop of Threadlocker to the threads of the Stud (5/16"-18). • Slide the Metal Washer onto the Stud (5/16-18) until it sits against the Conehead Union (5/16"-18) on the interior side of the Door. • Slide the Conehead Union (5]16"-18) with the Metal Washer through the Alignment Bushing in the hole in the Door. Screw the Conehead Union (5/16-18)and the Stud (5(16-18) into the Mating Pull Assembly Post until tight. CAUTION: Depending on weatherstripping, extra metal washers provided may be required. Copyright ® 2020,.ASSA ABLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission of ASSA ABLOY Inc. Is prohibited. Mating Pull -Cylinder Housing Assembly\ Door Holes, in Door, ActuatorPost Assembly -.., Flat Head SocketCap Screw Push Rod Spring Tube -Spring Door Gasket Cylinder Housing Mating Pull Assembly Door Mating Pull Assembly Mating Pull Assembly Interior Side of Door Alignment Bushing and Spacer Metal Washer Conehead -- Union Experience a safer and more open world 7 2.2.6 Install Horizontal Door Mount • Place one side of Alignment Bushing and Spacer in the hole of the door. • When placing the other side of the Alignment Bushing in the hole of the door, orient the pin and push into other side of spacer. • Position the Mating Pull Assembly against the exterior side of the Door. • Apply a small drop of Threadlocker to the threads of the 5tud (5/16"-18). • Slide the Metal Washer onto the Stud (5/16"-18) until it sits against the Conehead Union (5/16"-18) on the interior side of the Door. • Slide the Conehead Union (5/16"-18) with the Metal Washer through the Alignment Bushing in the hole in the Door. Conehead • Screw the Conehead Union (5/16"-18) and the Stud (5/16"-18) Union into the Mating Pull Assembly Post until tight. CAUTION: Depending on weatherstripping, extra metal washers provided may be required. 2.2.7 Install Horizontal Door Mount (Deco End Cap Option) • Place one side of Alignment Bushing and Spacer in the hole of the door. • When placing the other side of the Alignment Bushing in the hole of the door, orient the pin and push into other side of spacer. • Apply a small drop of Threadlocker to the threads of the Stud (5/16 18). • Insert the Stud (5/16"-18) into the Deco End Cap, • Slide the Stud (5/16"-18) with the Deco End Cap through the Alignment Bushing in the hole in the Door on the exterior side of the door. • Place the Metal Washer onto the Stud (5(16"-18) on the interior side of the Door. • Apply a small drop of Threadlocker to the threads of the Stud (5/16"-18). • Screw the Conehead Union (5/16 -18) onto the Stud (5/16"-18) on the interior side of the Door. CAUTION: Depending on weatherstripping, extra metal washers provided may be required. Y 8 Experience a safer and more open world Metal Washer Alignment Stud Bushing and Spacer Door., Deco End Cap Metal Washer Alignment Bushing Stud and Spacer Conehead Union Mating Pull Assembly __Door Copyright o 2020, ASSA ABLOY Inc. All rights reserved. Reproduction in whole or In part without the express written permission of ASSA ABLOY inc. is prohibited. 2.2.8 Install Panic Device on Door A • Use the tilt method to install the Panic Device Assembly on the Door. A Door. Panic Device Assembly Attach the Panic DeviceAssemblyto the Conehead Union (5/16"-18). Apply a small drop of Threadlockerto the threads of the Set Screws (114 -20). Install the Set Screws (1 /4"-20) and secure until tight. — Mating Pull Assembly Set Screw Pin B Alignment Bushing and Spacer Set Set Screw I Mating Pull Assembly Screw Pin el Set Screw' Conehead Union 2.2.9 Horizontal End Threadlocker and Lube Application Remove the Set Screw Pin and move the Panic Device Assembly to the side to allow access to the Interior Horizontal Post hole. • Apply Synthetic Multi -Purpose Grease (pea size) to the inside of the hole of the Interior Horizontal Post. Install the Panic Device Assembly Handle back on the Panic Device Assembly. Apply a small drop of Threadlocker to the threads of the Set Screw Pin. Install the Set Screw Pin. Copyright ® 2020, ASSA ABLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission of ASSA ABLOY Inc. is prohibited. Synthetic Multi -Purpose Grease Set Screw Pin Panic Device Assembly Door Interior Horizontal Post Door Set Screw Pin "— Panic Device Assembly B Interior Horizontal Post Door Experience a safer and more open world 9 2.2.10 Align Actuator Gauge • Install the Latch and Actuator Gauge in the bottom of the Actuator Post Assembly. • If the Latch and Actuator Gauge cannot be installed, the alignment must be adjusted. • Realign the Panic Device Assembly as necessary. Refer to Section 2.2.2, Install Alignment Bushing and Spacer. • Do not operate the Panic Device if the Latch and Actuator Gauge does not fit. 3. Latch / Door Stop Adjustment 3.1 Installation and Adjustment of Door Stop -Strike INSTALLATION • Attach the strike to the header using the Socket Cap Screws (5/16'-18). • Close the door. The door should come to rest on the rubber stop pads. • There should be approximately 1 /16" play between the latch face and the strike face. • The retractable latch should automatically move upward and engage in the strike. • If the retractable latch does not engage in the strike, move the door stops in, • If the retractable latch is loose inside the strike (door is rattling), move the door stops out. • Tighten 8-32 screws to lock down adjustment door stops. ADJUSTMENT • To adjust the stop, loosen the 8-32 set screws and remove the rubber end pieces. • Use an Allen Wrench (1 /4") to rotate in or out as needed. Y 1 0 Experience a safer and more open world Actuator Post Assembly Latch and Actuator Gauge Door Strike 8-32 Set _ Screws Door Mount Actuator Post Assembly Latch and Actuator Gauge Adjustable Stops Door Gap Figure 3-1 Copyright ® 2020, ASSA ABLOY Inc. All rights reserved, Reproduction in whole or in part without the express written permission o(ASSA ABLOY Inc is prohibited. 3.1 Installation and Adjustment of Door Stop -Strike (Continued) USING THE LATCH AND ACTUATOR GAUGE • If the Gauge has any play, adjust the Strike by adding shims. Refer to Figure 3-2 for the minimum engagement. • If the Gauge has no play, adjust the Strike by removing shims. Refer to Figure 3-3 for the maximum engagement. Latch & Actuator Gauge Figure 3-2 Copyright © 2020, ASSA ABLOY Inc. All rights reserved.Reproduction in whole or in part without the express written permission ofASSAABLOY Inc is prohibited. Figure 3-3 Experience a safer and more open world 11 3.2 Latch Adjustment for Proper Engagement with the Strike • The Latch can be adjusted up and down. Figures 3-5 and 3-6 show the maximum and the minimum dimensions for the Strike location. Remove the Flat Head Screw (6-32) at the top of the Panic Device Assembly Handle with a 5/64" Hex Tool. Rotate the Latch a fuII 360 degrees turn in the left or right direction to get the height adjustment required. Turn in the counter clockwise direction to increase the height. Turn in the clockwise, direction to decrease the height. • Make sure that both of the holes are aligned. • ApplyThreadlocker to the screw before it is replaced. • After the height adjustment is made, replace the Flat Head Screw (6-32). • CAUTION: If the screw is not replaced, the latch may rotate. This may cause the Latch to disengage. • CAUTION: Do not remove the Pan Head Machine Screw (4-40). Frame Bottom Latch 1Experience a safer and more open world Figure 3-4 1/8"to 1/4" Ceiling Clearance Flat Head Screw (6-32) CAUTION — - Do not Remove the Screw Copyright o 2020, ASSA ABLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission of ASSA ABLOY Inc. is prohibited. 3.2 Latch Adjustment for Proper Engagement with the Strike (Continued) • Figure 3-5 is for the maximum height from the top of the Tube to the, bottom of the Strike. • Figure 3-6 is for the minimum height from the top of the Tube to the bottom of the Strike. • One turn of the Latch equals approximately0.042 inches. Figure 3-5 Figure 3-7 Copyright 02020, ASSA ABLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission ofASSAABLOYinc is prohibited. Figure 3-6 Gauge lines on Latch Experience a safer and more open world 13 4. Cleaning and Maintenance 4.1 General Maintenance Instructions Periodically check the fasteners. The fasteners must not be loose. If the fasteners are loose, reapply threadlocker and tighten as necessary. 4.2 Finish Cleaning Instructions CAUTION: Before you clean the entire Panic Device Assembly, clean a small test area to make sure that you are satisfied with the results. Frequent cleaning extends the life of all finishes. Finish Code Finish Cleaning Instructions US32 Polished Stainless Steel Use a soft cloth and a good metal cleaner. We recommend Mr. Metal by S.C.Johnson Company. US32D Satin Stainless Steel Use a soft cloth and a good metal cleaner. We recommend Mr. Metal by S.C. Johnson Company. US32DMS Satin MicroShield Coated Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. U532M5 Polished MicroShield Coated Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. 106E Oxidized & Oiled Bronze Powder Coat Equivalent Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. BSP Black Suede Powder Coat Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. WSP White Suede Powder Coat Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. RPC Red Powder Coat Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. WPC White Powder Coat Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. BPC Black Powder Coat Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. FBPC Flat Black Powder Coat Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product: CUSTOM PC Custom Powder Coat Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. 314E Powder Coat Equivalent of 314 Extra Dark Bronze Anodized Use a soft cloth and mild soap and water. Never use brass polish or an abrasive cleaner unless you intend to remove all clear coat and totally refinish the product. 14 Experience a safer and more open world Copyright® 2020, ASSA ABLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission ofASSA ABLOY Inc. is prohibited. 4.3 Mechanical Maintenance • CAUTION: Make sure the following maintenance steps are completed before operating the Panic Device. • Refer to the appropriate sections of this Panic Device manual for Threadlocker and Lube applications and their locations. Threadlocker is applied to the following parts Part Description Configuration Set Screw Pins (1/4"-20) All 2x Cup Point Set Screw (1/4"-20 x 5/16") for Post Base Section All Deco End Cap (threads) All FHSCS (1 /4"-20) for Actuator Post All FHSCS (6-32) for Latch Assembly All 2x SHCS (5/16"-18) for Manual Strike All Single Manual Strike 3x SHCS (5/16"-18) for Double Manual Strike All Double Manual Strike 2x SHCS (5/16"-18) for Electric Strike All Single Electric Strike 4x SHCS (5/16"-18) for Double Electric Strike All Double Electric Strike Lubricant is applied to the following parts Part Description Configuration Post Base Section All Latch All Torque Values for different Thread Types Thread Type Torque Requirement - in-Ibs (N-m) 6-32 9.6 in -lb (1 N-m) 8-32 19.8 in -lb (2.5 N-m) 12-24 55 in -lb (6 N-m) 1/4-20 75.2 in -lb (9 N-m) 5/16-18 132 in -lb (16 N-m) • Periodically, re -lubricate the above components of the device. Copyright ® 2020, ASSA ABLOY Inc. All rights reserved. Reproduction in whole or in part without the express written permission of ASSA ABLOY Inc. is prohibited. Experience a safer and more open world 15 The ASSA ABLOY Group is the global leads, in access solutions. Every day we help people feel safe, secure and experience a more open world. www.assaabloyglass.us USA: Canada: ASSA ABLOY ASSA ABLOY Door Security Solutions Glass Solutions Vaughan, ON L4K 4T9 Rockwood, PA 15557 Phone: 800.461.3007 Phone: 855.594.6989 Copyright © 2020,ASSA ABLOY Inc. All rights reserved. Reproduction in whole or in part. without the expresswritten permission ofASSA .ABLOY Inc. is. prohibited. 30072 01120 Architectural Door Accessories Rockwood Panic Device PDU8500-3 (Full Height Straight Pull) Specifications: MATERIAL: Stainless Steel FUNCTIONS: • Keyed • Passage (dogging standard) OPTIONS: • 10" of clearance available to reduce interference with mobility devices ASSA ABLOY Opening Solutions Experience a safer and more open world ASSA ABLOY Opening Solutions Architectural Accessories Group Rockwood, PA Phone: (800) 458-2424 • Fax: (800)922-9212 www.assaabloydooraccessories.us Copyright 0 2019, ASSA ABLOY Accessories and Door Controls Group, Inc. All rights reserved. Reproduction in whole or in part without the express written permission of ASSA ABLOY Accessories and Door Controls Group, Inc. is prohibited. CS-PDU8500-3 — 1/20 ASSA ABLOY PANIC DEVICE • r• • uc pecl Ica tons Product # Door Width Door Height Door Bottom to Horizontal CrashBar Door Marking Stile Width Frame Type & Jamb Depth Quantity Order Entry Finish PDU8500.3 36.000 84.000 42.000 A100.1, B119.1, C100 5.000 3 US32 Horizontal CTC Vertical CTC 27.750 40.875 Handing Door Type Rail Profile Door Thickness SWING 4 - LEFT HAND REVERSE STOREFRONT SP - STANDARD PROFILE (DEFAULT) 2.25 Cylinder type Strike Finish 04- CUSTOMER SENDING CYLINDER US32 Strike Type LCBMA F - SEC DOUBLE ELECTRIC 24VDC NO Infill Color LESS PAINT Drawing Number V200004 Dogging Option Branding Option YES YES Bottom Mounting Location Mating Pull Vertical OA Rail 83.000 Fabrication Information For ASSA ASLOY Shop Use Panic •evice Validation Tube Diameter X 250 Drawin Information General Storefront Template Only il'L'L1dLh For Mounting Board, no shin required. 84.000 1.125- 0.625 4.125 4.125 27.750 40.87 000 42.000 0.625 31.875 36.000 0.625 1.125 42.000 2X 0.56 DETAIL A SCALE 1 : 4 .625 LEFT HAND REVERSE SWING 4 SHOWN ASSA ABLOY Please approve drawing prior to fabrication. Complete information an right and This drawing is the property of ASSA ABLOY and cannot be used or copied without the express written consent of ASSA ABLOY for any purpose. ASSA ABLOY PANIC DEVICE Product#J PDU8500-3 Door Width 46.000 Door Height Door Bottom to Horizontal CrashBar 117,000 42.000 Door Marking Stile Width B100.1, B100.2 6.000 Frame Type & Jamb Depth Quantity order Entry Finish 3 US32 Horizontal CTC 36.750 Vertical CTC 73.875 Handing Door Typo Rail Profile Door Thickness SWING 4 - LEFT HAND REVERSE STOREFRONT SP-STANDARD PROFILE (DEFAULT) 2.25 Cylinder type Strike Finish 04- CUSTOMER SENDING CYLINDER US32 Strike Type LCBMA F - SEC DOUBLE ELECTRIC 24VDC NO Infill Color LESS PAINT Drawing Number Dogging Option Branding Option V200006 YES YES Bottom Mounting Location a Pull Vertical OA Fabrication Inl Validation Tube Diameter Rail 116.000 ation For ASSA ABLOY Shop Use Panic emce X 1.250 Drawin. Information General Storefront Template Only 1111101.11111.1111111111.11.1111114011011111111.1111111 ASSA ABLOY 11 For Mounting Board. no shift required. 1.125 .625 73.875 66.000 4.125 4.125 - 75.0 ( 8A 36.750 7.00 0.625 40.875 42.000 45.000 - 1.625 1.125 � V Please approve dr DETAIL A SCALE 1 :4 o fabrication. Gompiet return. .625 0 LEFT HAND REVERSE SWING 4 SHOWN 1111111111111111111111111111171110111111111111111111 to on right and This drawing is the property of ASSA ABLOY and cannot be used or copied without the express written consent of ASSA ABLOY for any purpose, ro ucf pact maions Product PDU 500-3 ASSA ABLOY PANIC DEVICE Door Width 46.000 Door Height 116.500 Door Bottom to Horizontal CrashBar 42.000 Door Marking A100.2 Stile Width 5.000 Frame Type & Jamb Depth Quantity 1 Order Entry Finish US32 Horizontal CTC 37.750 Vertical CTC 73.375 Handing SWING 4 - LEFT HAND REVERSE Door Type STOREFRONT Rail Profile SP -STANDARD PROFILE (DEFAULT) Door Thickness 2.26 Cylinder type 04- CUSTOMER SENDING CYLINDER Strike Finish US32 Strike Type D -SEC SINGLE ELECTRIC 24VDC LCBMA NO Infill Color LESS PAINT Drawing Number V200008 Dogging Option YES Branding Option YES Bottom Mounting Location Rail Mating Pull Vertical OA Fabrication Information 115.500 For ASSA ABLOY Shop Use Validation' X Tube Diameter Drawin . Information .250 General Storefron Template Only For Mounting Board. no shrift required. 116.50 1.125- 0.625 4.125 4.125 37.750 73.375 65.500 74.500 0.625 41.875 46.000 0.625 1.125 42.000 2X 0.56 DETAIL A SCALE 1 : 4 .625 LEFT HAND REVERSE SWING 4 SHOWN ASSA ABLOY Please approve drawing prior 10 fabrication. Complete Information on right and return. This drawing is the property of ASSA ABLOY and cannot be used or copied without the express written consent of ASSA ABLOY for any purpose. ASSA ABLOY PANIC DEVICE • r.. uc pact ica ions Product # Door Width Door Height Door Bottom to Horizontal CrashBar Door Marking Stile Width Frame Type & Jamb Depth Quantity Finish Horizontal CTC Vortical CTC Handing Door Type Rail Profile Door Thickness Cylinder type Strike Finish Strike Typo LCBMA lnfill Color Drawing Number Dogging Option Branding Option Bottom Mounting Location Mating Pull Vertical OA Order Entry PDU8500.3 36.000 84.000 42.000 A100,1, B119.1, C100 5.000 3 US32 27.750 40.875 SWING 3 - RIGHT HAND REVERSE STOREFRONT SP - STANDARD PROFILE (DEFAULT} 2.26 04- CUSTOMER SENDING CYLINDER NONE S - LESS STRIKE NO LESS PAINT V200005 YES YES Rail 83.000 GoneralStorofr'ont Template Only For Mounting required, tl, no shin 40.875 33.000 42.000 L1.125 0.625 4.125 4.12 27.750 42.000 31.875 36.000 0.625 i 1.125 0.625 84.000 RIGHT HAND REVERSE } .625 DETAIL A SCALE I : d ASSA ABLOY Please approve drawing prior to fabrication. Complete information on right and return. This drawing is the property of ASSA ABLOY and cannot be used or copied without the express written consent of ASSA ABLOY for any purpose. ASSA .,,...roan ........ ... .........x._.. .. .,.,.,, .. ,.� Product # ., ....A...�, . „...�..„.,... ... M„ isouo peer tons tuns PDU8500.3 Door Width 45,000 Door Height 117.000 Door Bottom to Horizontal CrashBar 42,000 Door Marking B100.1, B100.2 Stile Width 5.000 Frame Type & Jamb Depth Quantity 3 Order Entry Finish US32 Horizontal CTC 36.750 Vertical CTC 73.875 Handing SWING 3 - RIGHT HAND REVERSE Door Type STOREFRONT Rail Profile SP - STANDARD PROFILE (DEFAULT) Door Thickness 2.25 Cylinder type 04- CUSTOMER SENDING CYLINDER Strike Finish NONE Strike Type S - LESS STRIKE LCBMA NO Infill Color LESS PAINT Drawing Number V200007 Dogging Option YES Branding Option YES Bottom Mounting Location Rail Mating Pull Vertical OA Fabrication Information 116.000 For ASSA ABLOY Shop Use Panic revrce Validation X Tube Diameter 1.250 Drawin. Information General Storefr Template Only BLOY PANIC DEVICE For Mounting Bo required. hi 73,875 66.000 75.000 1.125 0.625 4.125 4.125 36.750 42.000 0.625 0.625 40.875 45.000 u 1.125 117.00 RIGHT HAND REVERSE .625� DETAIL A SCALE 1 : 4 2X0.56 ASSA ABLOY Please approve drawing prior to fabrication. Complete Information on right and retum. This drawing is the property of ASSA ABLOY and cannot be used or copied wilhou the express written consent of ASSA ABLOY for any purpose. DLR Group puoMsc�' sun»ccr� /�mswsn: City ofTukwila Justice Center 73-17158-00 RFI 393 - Panic Hardware at Exterior Glass Doors RFI Answered o'\n ssmr� np�m` �n�mswrr|��zn� mx� 2/17/2020 393 01962 Info Exchange Per discussions during our OAC, we are proceeding with releasing the aluminum glass doors for fabrication prep'ed for the below hardware. Cut sheets are also attached. - Exit Device - SargentAD84O8 Exit Only OR Night|atch - Door Pull (exterior)- Rockwood MegaTekFull Height Please advise which ofthe below doors should be Exit Only and which should be Night|atch A1OO.1 A1UO.2 B10O.1 B1OO.2 B119.1 C1OO Response (mnower=m)from: Steven Schmitz (oLeGroup) On paired doors, furnish AD8400 with (1) exit only and (1) night|atch. On single doors, furnish AD8400 with nightlatch only. Furnish RM3311 full height option. Response (Answered) from: Steven Schmitz [oLmGroup) Go to the RFIs activity center Project Name: Project City ofTukwila Justice Center 73'17158-00 From: Steven Schmitz (DLR Group) Page lof3 ���� -��""i I J^���� o2/17/2020 To: Michelle ]exan(DLRGroup) CC: Subject: RFI 393 - Panic Hardware at Exterior Glass Doors Purpose: Answered RFDID: 393 SemderDD: 393 Remarks: On paired doors, furnishAD840U with (1) exit only and (1)nighdatch' On single doors, furnish AD8400 with night|atchon|y. Furnish RM3311 full height option. Response («nsw=reu) from: Steven Schmitz (mLeGroup) Go to the RFIs activity center Project Name: Project Number: City ofTukwila Justice Center 73-17158-00 From: Steven Schmitz (DLRGroup) To: Michelle ]avan(DLRGroup) CC: Subject: RF[393 Panic Hardware atExterior Glass Doors Purpose: Answered RFIDDk ]93 SenderID: 393 Remarks: Onpaired doors, furnish AD84OUwith (1) exit only and (1) night|atch. On single doors, furnish 4O8400 with night|atch only. Furnish RM3311 full height option. Page 2of] N Michelle Javan Ephram Harsh Bill Brown Brenna Christensen Ethan Bernau Geri Urbas Jeff Clark Sabrina Ames Steven Schmitz DESCRIVFION OF CONTENTS. Ofsl" DA I CD corAIDANy DLR Group compANy BNBuilders BNBuilders BNBuilders Shiels Obletz Johnsen BNBuilders BNBuilders DLR Group DLR Group 2/13/2020 ILE RFI #393 Panic Hardware at Exterior Glass Doors.pdf 13,..FE nsm tta BATE; 2/17/2020 01962 ['DIAL! 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 Jeff.Clark@bnbuilders.c om sames@dlrgroup.com sschmitz@dIrgroup.com 206-461- 6065x736065 206-382-3443 206-382-3443 206-382-3443 206-838-3705 NUMBER SCALE 206-382-3443 206-382-3443 206-461- 6094x73-6094 206-461- 6044x73-6044 SIZE Page 3 of 3 Request for Information RFI No: 393 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: February 13, 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: RFI 393 - Panic Hardware at Exterior Glass Doors Discipline: Architectural Subcontractor Subcontractor RFI Ncr Question Date Required: 2/20/ 2020 Per discussions during our OAC, we are proceeding with releasing the aluminum glass doors for fabrication prepared for the below hardware. Cut sheets are also attached. - Exit Device - Sargent AD8400 Exit Only OR Nightlatch - Door Pull (exterior) - Rockwood MegaTek Full Height Please advise which of the below doors should be Exit Only and which should be Nightlatch A100.1 A100.2 B100.1 B100.2 B119.1 C100 Add A133 Answer On paired doors, furnish AD8400 with (1) exit only and (1) nightlatch. On single doors, furnish AD8400 with nightlatch only. Furnish R 3311 full height option. Answered by: Steve Schmitz - DLR Group Date Answered: 02/17/2020 Copies To; Company & Contact Fax Notes Page 1 of 1 in 0 AD8400 and N ' -A._. .rro. Stile Concealed Vertical'od Exit Device for Aluminum Doors 80 Series AD8400 Series Concealed Vertical Rod Exit Device for Aluminum Doors Specifications for AD8400 & NB-AD8400 Exit AD8400 & NB-AD8400 Features • Designed for narrow stile aluminum door applications (e.g., full glass doors) • Concealed rods for security and aesthetics • UL10C(Fire) and UL305 (Panic) listed • Specify NB- for less bottom rod • NB- device allows free access for wheelchairs and carts. No bottom strike eliminates tripping potential • All functions determined by outside trim • Devices are ANSI/BHMA A156.3 - Grade 1 Door Type Hollow or extruded aluminum doors Door Thickness 1-3/4" (44mm) minimum thickness. For doors over 1-3/4" to 2-1/4" thick, specify thickness and order as 31- Stile 1-3/4" (44mm) minimum stile width required. Stile must be hollow with inside dimension of at least1-3/8" (35mm) square Rail sizes as determined by door width Rails are available in 4 sizes, use door width to determine size needed. Rails will be factory cut to size, if door width is supplied • E Rail for 24" to 32" door widths • F Rail for 33" to 36" door widths • j Rail for37" to 42" door widths • G Rail for43" to 48" door widths Strike 640 Strike for Top & Bottom Dogging Feature Hex key dogging standard on non fired rated devices; specify 16- for cylinder dogging (#41 cylinder supplied) Electric Options AL- Alarm PL- SARGuideTM Photoluminescent Coated TL- SARGuideTM Illuminated Touchpad 53- LX Latchbolt Monitor 54- Outside Lever Monitoring 55- Request -to -Exit Signal - Rail Monitoring 56- Remote Latch Retraction 57- Delay Egress & Electromagnets 58- Electric Dogging 59- Electroguard — Self Contained Delayed Egress Mounting Fasteners Supplied standard with machine screws Top Bolt Stainless steel Device Centerline from Finished Floor 41" 1041mm))for Standard Applications 38"(965mm) for elementary schools Door/Opening Height Must be specified -120" (3048mm) Max Door Opening Center Case Dimensions 8-3/8" (213mm) x 2-5/8" (67mm) Projection Pushbar Neutral(76mm) Pushbar Depressed — 2-1 /8" (54mm) Fire Exit Hardware Not Available Note: AD8400 can be used as NB- Device by simply not installing the bottom rod/bolt 100 Series Aux Control • Available as an 06 or 13 function • Supplied with a SARGENT#41 Mortise Cylinder • Can be used with any SARGENT Mortise Key System 639/640 Strike Kits • Steel with Black Nylon Coating • Machine Screws Supplied • 640 Kit contains 2 strikes (Top & Bottom) • 639 Kit contains 1 strike (Top Only) 32 1-800-727-5477 • www.sargentlock.com .25" (6.35mm) AD8400 NB-AD8400 ASSAABLOY, the global leader in door opening solutions AD8400 and NB( _D8400 Functions and Trims for Aluminum Doors 80 Series SARGENT ASSA ABLOY How to order: Options Series Function Rail Lgth Trim Hand Outside Finish Inside Finish 55- AD84 13 F ETL RHR 26D 32D 700 Series ET Trim Exits with ET Trim, specify lever design after the ET designation (e.g., ETL) Lever Designs for ET Controls A, B, E, F, J, L, P, W Also available with Coastal Series & Studio Collection Levers ET Designation with Suffix (Used to order ET without device) 8400 & NB-8400 Series: 706-4, 710-4, 713-4, 715-4, 740-4, 743-4,746-4, 773-4, & 774-4 Freewheeling Trim The lever rotates when the door is locked preventing excessive force from being applied to the horizontal lever Electrified ET Trim Voltage must be specified for the following functions: 73 and 74. Specify: 12VDC or 24VDC SARGENT ANSI Function Function Numbers Numbers 06 09 10 01 10 02 13 08 15 14 40 02 43 08 46 09 73 74 Door Width Door Height AFF 36" 84" 41" Description & Cylinder Info (1-3/4" Door) Key unlocks Trim, Trim retracts latch/ Trim relocks when key is removed #41 Cylinder Supplied No outside operation (No Cylinder)* No outside operation (No Cylinder)* ET Control is used as Pull Only Key Outside Unlocks/locks Trim #41 Cylinder Supplied Passage Only (No cylinder) Freewheeling Trim - No outside operation (No Cylinder)* Dummy Trim Freewheeling Trim - Key Outside Unlocks/locks Trim #41 Cylinder Supplied Freewheeling Trim - Key unlocks Trim, Trim retracts latch/ Trim relocks when key is removed #41 Cylinder Supplied Electrified ET Trim - Fail Safe Power Off, Unlocks Lever (No Cylinder)* Specify:12VDC or 24VDC Electrified ET Trim - Fail Secure Power Off, Locks Lever (No Cylinder)* Specify: 12VDC or 24VDC ANSI Type 6 AD8400 Panic AD8406 x ET_ AD8410 AD8410 x ET AD8413 x ET_ AD8415 x ET_ AD8440 x ET_ AD8443 x ET_ AD8446 x ET_ AD8473 x ET_ AD8474 x ET_ Note: Exit devices are available in all standard finishes, except 14,15,26 & 26D. With these finishes, exit devices are supplied in 32 or 32D to match accordingly. 32 or 32D is automatically supplied when 26 or 260 is specified. For nickel finishes, specify 14/32 or 15132D to receive nickel finished trims and stainless exit devices. Note: AFF means Above Finished Floor, center line of rail Above Finished Floor "'Cylinder Override is available with a 106 Aux Control Example Order: AD8473F 12V x ETMG x 106 x RHR x 32D x 36"w x 84"h SARGENT ANSI 100 Series Auxiliary Control* Function Function AD8400 & 862 Pull Numbers Numbers Panic i 4 I i Key unlocks Turn, Turn retracts latch/ 06 12 i Turn relocks when key is removed AD8410 x 106 #41 Cylinder Supplied , ! 1 10 , 02 862 Pull Only (Optional Pulls:863 & 864) AD8410 x 862 Pull 100 Series Aux. , I i , 862 Pull Key Outside Unlocksilocks Turn 13 11 ! AD8410 x 113 I Control , , #41 Cylinder Supplied Note: When ordering 8400 Series Exit Device x 100 Series Aux. Control, specify 10 Function for the exit. Example: AD8410E x 106 x RHR x 320 x 42" x 90" AS5AABLOY, the global leader in door opening solutions 1-800-727-5477 • vvwvv.sargentlock.com Options AD8400 Mechanical Options: 16- 19- 31- 36- 37- 43- 53- 54- 55- 56- 56-H K- 57- 58- 59- SCH- BC-59- 76- 85- 86- 87- AL- BT- CPC- LD- NB- PL- • SG- TI- Cylinder Options: 10- 10-21- 10-63- 11- 11-21- 11-60- 11-63- 11-64- 11.70-7P- 11-72-7P- 11-73-7P- 11-65-73-7P- 21- 22- 51- 52- 60- 63- 64. 70- 72- 73- 65-73- 65-73-7P- 73-7P- 81- 82- F1-82- 83- F1-83- 84- BR- LC- SC- SE- Only available with 15, 26D and 32D finishes Available Finishes SARGENT BHMA Finishes Finishes 03 605 04 606 09 611 10 612 10B 613 10BE 613E 10BL 614 14 618 15 619 20D 624 26 625 26D 626 32 629 32D 630 BSP WSP 33 DLR to advise which Long door pulls are ar We offer both straight OPtiOn height, these pulls are LAIMAAJI4 1-4 LAI ully 5 from 3 feet to over 8 feet long; see price list f r more informatio Specify a mid -post on full height pulls to provi e the most rigid g This one. where heavy doors or high wind loads are pre n . egaTek- Straight Pulls . Square Ends Pull No. Diameter CTC Straight Pulls • Round Ends Pull No. Diameter CTC RM3320 1" RM3321 1%" RM3322 1%" Straight NIIIS - Bent Ends Pull No. Diameter CTC Base etals: lluminu i (excep offset odels), •rass, ronz- tainle steel number with "MP" (example: RM3301MP). • Over 96" available on select finishes. Offset Pulls • Square Pull No. Diamet RM3310 1" RM3311 1%" RM3312 1%" Offset Pulls - Round Pull No. Diameter RM3330 1" RM3331 1%." RM3332 1%" CTC 6" to 96" 36" to 96" 6" to 96" TC 6" to 96" 36" to 96" 6" to 96" Concur. 01 Rockwood Manufacturing Compan BNBuilders June 12, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler VVay Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 465 — Furring Steel Column in A208 DT Room Dear Ethan, BNBuilders hereby submits our proposal for RFI 465 — Furring Steel Column in A208 DT Room. The total proposal of this subject work is one thousand five hundred and fifty-nine dollars $1,559.00. 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 5158 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseai.com) Geri Urbas (qeri.urbasbnbuilders.com) Steve Schmitz (sschmitz@dIrqroup.com) BNBuilders 2601 4'1Avenue, Suite 350 Seattle, WA 98121 T: 206.382.3443 F: 206 382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 465 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5158 DATE: 611512020 DESCRIPTION OF CHANGE: Furr out and paint HSS column in the south east corner of A208 DT room. BP 09.20 BP 09.90 BP 10.00 Northwest Partition Northwest Complete Contracting Misc. Specialties / Equipment lst-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $896.001 $291.53 $297.00 $1,484.53 $74.23 $0.24 Total Change Request $1,559.00 To the best of my knowledge and belief I certify that all costs listed above are correct. Contractor Signature Date 5% To: NORTHWEST PARTITIONS BNBuilders, Inc. 2601 4th Ave Suite 350 Seattle, WA 98121 Phone: (206)382-3443 Fax: (360)398-2302 Description: RFI #465 - adding furring wall around column Page 1 of 1 REQUEST FLg( CHANGE ORDER Ref.# COR-0053 External/RCO# GC Ref# Date Apr 30, 2020 Job # 2066 Project: Tukwila Justice Center 15001 Tukwila International Blvd Tukwila, WA 98188 Labor Layout Frame Interior Hang Interior GWB Finish Tape Stock D/W - Onsite Clean -Up D/W Material 1 5/8" STUD 1 1/4" FLANGE (30MILS) 20GA 1 5/8" TRACK 1 1/4" LEG (30MILS) 20GA 5/8" TYPE "X" DRYWALLI X58 L-SHAPED 1/2" NB PAPER FACED TAPE ON METAL 90 DEG PAPER BEAD WITH METAL EXTRA WIDE EVEN LEG LITE TAPING COMPOUND LITE ALL PURPOSE COMPOUND Total Miscellaneous Charges Quantity UOM Unit Total Rate 1.00 Hrs 1.00 77.57 2.00 Hrs 2.00 72.31 1.00 Hrs 1.00 73.76 3.00 Hrs 3.00 70.77 1.50 Hrs 1.50 72.31 1.00 Hrs 1.00 72.31 Size Quantity UOM 104.00 PCS 10' 1.00 PCS 4'X12' 1.00 SHT 10' 1.00 EA 10' 1.00 EA BOX 1.00 EA BOX 1.00 EA Total $77.57 $144.62 $73,76 $212.31 $108.47 $72.31 Total Labor Unit Price 594 LF 5628 LF 414 SQFT 364 LF 364 LF 11 82 EA 11 82 EA $689.04 Total $23.76 $5.63 $19.87 $3.64 $3 64 $11.82 $11.82 Total Material $80.18 Total B&0 Tax .48% GL Insurance 1% $3.69 $7.73 Total Miscellaneous Charges $11.42 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 30, 2020 1:12 PM Labor Total: Material Total: Sub Trade Total: Equipment Total: Misc. Total: Sub Total: Overhead 15%: Sub Overhead: $689.04 $80.18 $0.00 $0.00 $11.42 $780.62 $115.38 $0.00 15.00% 8.00% Total: $896.00 T 425-375-2500 F 425-375-2540 http://www.nwpart.com vsTrrz J.c.y. av suPPt_ Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 Code 6005162-43 6005162-54 6005162-68 6005200-54 6005200-68 6005200-97 6005250-54 6005250-68 600T125-43 600T125-54 600T150-43 600T150-54 600T150-68 600T200-54 600T200-68 600T200-97 600T250-54 600T250-68 150U50-54 200A200-43 600FS-33 400FS-54 CRCCLIPHVY 1625125.30 162T100-30 2505125-33 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 /8" 20 Gauge Stud /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 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 000 LF 000 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 !STRUcT.IO SUPPLY Where customer service still has meaning. Tacoma, WA 540 East 15th Street Tacoma, WA 98422 Telephone: (253) 572-8200 Fax:(253) 572-8400 NORTHWEST PARTITIONS (12) 20006 144TH AVE NE Job: TUKWILA JUSTICE CENTER Location: TUKWILA Bid Number: M20190405002 Bid Date: 4/5/2019 Req. at Jobsite: 9/10/2019 362T125-54 362T250-33 362T250-54 362T250-68 6005125-30 6005125-33 6005162-33 600T125-30 600T125-33 150A150-30 SECUR1.0-16 SECURACLP B1XW B412NB CJGWB LWAP LWTAPING PTAPE X58 X58H1 X58MMR X58DURO 400CH-33 4001T-33 X1SWLGLAS BULLETS Bullet Strips 300A300-54 3-5/8" 16 Gauge Track w/ 1-1/4" Leg 3-5/8" 20 Gauge Track w/ 2-1/2" Leg 3-5/8" 16 Gauge Track w/ 2-1/2 Leg 3-5/8" 14 Gauge Track w/ 2-1/2 Leg 6" 20 Gauge Stud 6" 20 Gauge Stud 6" 20 Ga Stud w/ 1-5/8 Leg 6" 20 Gauge Track w/ 1-1/4" Leg 6" 20 Gauge Track w/ 1-1/4" Leg 1-1/2" x 1-1/2" Framing Angle 20 Gauge AMICO Security Mesh 1" x 16 Gauge AMICO Secure Clip 300/Carton B1XW - Corner Bead B4 - 1/2" No Bead L Meta Control Joint for GWB #093 USG .e Weight All Purpose Joint Compnd 3 e Weight Taping Joint Compnd 3.5 ga 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 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 -FI F 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 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'I 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 64.0 364.0 1.82 .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: Northwest Complete Contracting DATE: DESCRIPTION OF CHANGE: Paint furred column room A208 RFI 465 28 611112020 Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractors Mark-up (Excludes Labor Premium) Labor Premium $205.50 $48.00 $0.00 $253.50 $38.03 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $291.53 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request $291.53 To the best of my knowledge and belief, certify that all costs listed above are correct. Brian Biermanski 6/11/2020 Contractor Signature Date 15% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor Northwest Complete Contractinc Work Description: RFI 465 Painting furred column CCDIRFI: 465 CP #: 28 Date: 6/11/20 Desciiption Quantity Unit Prod, Hours A.1. Labor A.1. Labor Premium B. Material C. Eq ipment $/hour Cost 5/hour Cost $/Unit Costs S/Unit Costs $ - $ - - Labor 3 68.50 $ 206 $ - $ - $ - .. 5- Paint 2 Gallon - 24.00 $ 48 $ - $ - - - $ . . _ $ - - . $ - _ $ - $ - $ - $ - $ - - . . _ _ . _ $ - $ - 5 _ $ - $ - - _ . -$- $ - $ - _ $ - - . $ - - _ $ - -$- $ - $ - - $ - - - $ - - . $ - - $ - $ - - . - $ - $ - $ - - . $ - - $ - Total Cost of Work A. $ 206 - - B. $ 48 C. - Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 465 COP#: 5158 Contractor Name: Barclay Dean DATE: 611212020 DESCRIPTION OF CHANGE: No additional material needed. Utilizing the two extra pads, Barclay Dean will cut the extra pads to fit onto wall and remount. Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $275.00 $22.00 Total Subcontractor Change Request $297.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 8% Architectural Products, L.L.C. 22029 23rd DR SE, Bothell WA 98021 Phone (425) 368-2020 • Fax (425) 368-0465 NJPA VENDOR CONTRACT #082114 - PTA WA License: BARCLDA022BE OR CCB License: 193941 BID PROPOSAL PROJECT: Tukwila Justice Center DATE: 06/03/2020 DIVISION: 116623 — Athletic Equipment We are pleased to quote the following materials furnished and installed as noted: APPROVED MANUFACTURER: Porter Athletic Equipment Price for customizing (2) pads onsite to fit column INSTALLED $275.00 Price for ordering (1) wall pad and custom fitting to column INSTALLED................................. ...... ....... $525.00 CLARIFICATION: • Prices are based upon quantities within this proposal. • Porter's standard manufacturer warranty included any extended warranties are excluded from this bid. EXCLUSIONS: • All conduit, wiring (including controls), electric boxes etc. For hook up of winches, motors and Powr-touch® control system as well as all electrical and data cables for scoreboards and/or shot clocks by GC or "others". • Any UL field testing costs by GC or Owner. • Volleyball floor sleeves and cover plates to be installed by GC or others. • Receiving, unloading, storing, placing and protecting (covered to protect from paint, dirt, drywall, dust, etc.) Of Porter equipment in gym by GC or "others". • All structural support above and through ceiling by GC or "others." Proposal includes direct attachment of backstops to exposed level trusses without interference from ductwork/light fixtures or other structure. • All backing and blocking in walls required for wall mounted backstops and wall padding by GC or "others". Prices quoted are valid if an order is received within 30 days. Terms: Net, 30 days CONDITIONS 1. The above proposal is subject to withdrawal or revision of not accepted within 30 days. Quotations are subjectto stenographic 2. Cost for primary additional insured and/or noncontributing insurance requirementsare not included. 3. If retentions are withheld, we require formal notification of completion and acceptance by owner of said job. 4. When required, shop drawings will be furnished and, when approved by the purchaser or architect, they shall be deemed tobacorrect interpretation and design and dimensions. 5. The customer agrees toprovide `adequate storage facilities for the materials delivered tpthe job and tofurnish necessary light and power, and elevator service, if available, when contract calls for installation. G. Noback charges will beaccepted byuaunless specifically agreed inwriting. 7. We will not be responsible for loss or damage arising from delays caused by lack of correct or complete data; by charges orrevisions; by late approval of drawings; byfire, floods, strikes, lockouts, riots. By accidents in plants of those furnishing us with moteho|ei by inability to obtain material or skilled labor; by delays of transportation carriers or by any other causes beyond our control. D, Should the purchaser tender his own purchase order urcontract, all terms and conditions ofthe proposal shall by this reference, be incorporated therein. S. Interest at the rate of 1 1/2% per month will be charged on account balances after 60 days. 10. Washington State Sales Tax not included. 11. Color/Finish other than standard not included. 12. Cut/modify/paint of any wall treatment, including acoustic panels not included. 13. Vertical movement ofmaterials todesignated installation site. 14. Any outsourced UL rating required to complete electrical assemblies will be additional fee to General Contractor. 15. All materials quoted herein ehoU be of standard manufacture according hothe |etoot printed specifications attime ofshipment unless otherwise mentioned. 16. If quantities are decreased or items deleted, or catalog number and description changed, this quotation becomes invalid. 17.All contracts and purchase orders are subject tothe approval and acceptance bythe home office ofthis corporation. Once accepted, orders are not subject to cancellation except as to agree to damages, not less than 1U9&mfthe purchase price. 18. The material as quoted is based on our interpretation of your specifications. Drawings and specifications will be furnished upon return. 19. Add $2,500for Professional Engineering stamp ifrequired, per Gymnasium. 20. Add $1,000 if floor conditions require scaffolding for wall mounted items. (Requires set-up and moving time) 21. Price does not include Performance Bond and Payment Bond. 22. All materials listed must bm'shipped inasingle shipment. |fmultiple shipments are required, additional freight charges i|| apply per actual rot*. 23. Unloading ofmaterials and provision nfclean, dry storage byGeneral Contractor. 24. Wall blocking and bolting excluded. 25. Porter supplies black primer finish onbackstops. Any additional powder coating iocustom and subject cost increase. Field painting not included. 26. Liquidated damages excluded. 27. Standard Barclay Dean Architectural Products sales/credit terms apply. 28. Insurance endorsement requests other than "CG8810 109" and "CG8583 1009" will incur additional charge, if available. 29. Restocking fee will apply if any part of the order is sent back to the factory. 30. Custom fabricated items are not able tobe returned or credited. Accepted By *Im Todd Wylie pnoJecr: City of Tukwila Justice [enter oxrs ssmr: 4/28/2020 73-17158-00 susoec7: T][RFl ng Steel 465 Column inA2O8DTRoom PUROOSE: Answered Info Exchange QuesrIow/ suoGEsruzw: |nthe southwest corner ofthe DTRoom A20Othere isasteel column. The drawings donot call out toinstall the padding nnthe outside ofthis column leaving it exposed. Per discussion with the architect it was requested to fur this column out and cover with wall padding. Please confirm this steel column is to be furred out, wall pads installed and provide any details/dimensions or information needed to furr the wall out. Response [answ=,=u]from: Steven Schmitz (maaGroup) Confirmed. Furrout column up to height ofwall pads beyond. FVrrout only the column/structural plates asminimally aspossible to reduce impacts to adjacent finishes and wall pad arrangement. pnOw mxws cowpx ewnx r--------- —��--�--�� ' Michd|e]avan DLR<Sroup i njavan@d|rgroup.cOnn TO w� w�ws__�___ Bill Brown !EthanBernau rGeri Urbao Jeff Clark 8N8uildens | BN8ui|ders Johnsen � 8N8ui|ders bill. brown @bnbuilders. c om | ethmnb@sojsea.cono 206-030-8705 geriurbas��bnbui|densc � ' � 206-382-3443 �om 0 � | voomE / |3O6-461- |6U65x736O6S � ns 206-382-3443 206-382-3443 Page lnf2 wmvs '�—��------- � MkJ1e||eJavan Steven Schmitz ! Qiy oAFED 1 |0m11/',mr � DLR Group ! DLR Group �� 4/27/2020 Steel Column inA2O8 DT | | Ro�nn.odf | � i J� 4/2D/2O2O 02302 � pnoms �O�-461- � � nitsvenV�d|rgroupzonn i � ! 6065x/36065 20G-461- � sschnhtz��d|nQroup'cnn? ! | � | 6044x73-6044 | � wu���n scA Ls Page 2 of �0 BNBui|de,$ Request for Information Tukwila Justice Ctr Construct. 1500Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project# 110021.100 Date: Aph|27,2OZU Submitted To: Steve Schmitz Submitted BzTacasYnremchuk DLKGroup, Inc. BNBui|decs 51 University Street 2601 4th Avenue, Suite 350 5u|be5OO Seattle, WA 98121 Seattle, WA 98101 Tel: (205)382-3143 Fax:(20Q]82_344O Te|:ZU6.451.hOOO Fax:2O0.461.§O49 fuh$yct' Furring Steel Column inAZO8 QTRuom Diacip8ne' Architectural Subcontractor Subcontractor RF1Acr Question Date Required: 5/4/2020 In the southwest corner of the DT Room A208 there is a steel column The drawings do not call out to install the padding on the outside of this column leaving it exposed Per discussion with the architect it was requested to fur this column out and cover with wall padding. Please confirm this steel column istobefurred out and wall pads installed Please also provide any det Usdimensionso, information to furr the wall out Answer Confirmed. Furr out column up to height of wall pads beyond. Furr out only the column/structural plates as minimally as possible to reduce impacts to adjacent finishes and wall pad arrangement. Answered by: Steve Date Answered: 04/27/2020 [4olesTo: [onPa«,aContact Fax Notes Page 1of1 11 FURR TO TOP OF PADS BNBuilders May 28, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for ASI-034 Dear Ethan, hereby submits our proposal for ASI-034 — Relocated Gun Locker and Added Pedestal. The total proposal of this subject work is four thousand eight hundred and sixty-two dollars $4,862.00. 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 5168 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim austinek(soseai.com) Geri Urbas (peri.urbasbnbuilders.com) Steve Schmitz (sschmitzdIrgroup.com) BNBuilclers 2601 4LF Avenue, Suite 350 Seattle, WA 98121 206.382.3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BYN8ui|de r s PROJECT NAME: GENERAL CONTRACTOR: awevilderm Inc. DATE: 5/1512020 DESCRIPTION opCHANGE: Relocate zcompartment ounlocke from inside mthe building, build hood movover locker and provide pedestal for lockerihood. BP 03.00 BNB |BPm.40 NorthshoreExterim 1st-tierSubcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up onMACCCosts Rounding Adjustment Total Change Request To the best of my knowledge and belief, I certify that aft costs listed above are correct, Contractor S� nature Date nm Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: ASI-034 Contractor Name: BNBuilders DESCRIPTION OF CHANGE: Dig footing, set form, pour footing, drill & epoxy, set pedestal COP #: 5166 DATE: 511512020 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 $1,336.68 $1,500.00 $250.00 $3,086.68 $463.00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $3,549.68, Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $0.00 Total Subcontractor Change Request $3,549.68 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 15% 8% COP Cost Breakdown Project Name: Tukwila Justice Center Project No. 118021.100 Contractor BNBuilders, Inc. Work Description: .Dig footing, set form, pour footing, drill & epoxy, set pedestal CCD/RFI::ASI-034 CP #: 5168 Date: 5/15/20 Description Quantity Unit Prod. Hours A.1. Labor A.1. Labor Premium B. Material C. Equipment $/hour Cost $/hour Cost $/Unit Costs $/Unit Costs Labor 2 18 74.26 $ 1,337- $ - $ - Material $ - 1.00 $ 500 $ - Vac Truck $ - 1.00 $ 1,000. 5 - Tool Rental $ - $ - 1.00 $ 250 $ - $ - $- $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - - $ - $ - - $ - $ - $ - $ - $ - - $ - $ - Total Cost of Work — A. $ 1,337 $ $ - _ 6. $ 1,500 C. $ 250 1 ORT S OR k.r t S I j Itemized Change Order Proposal Attention: Jeff Clark Date: NSE Ref By: 5/22/2020 Project: Tukwila Justice Center NSE 55 COP /RFI#: ASI 34 • Kristi Gouy Work Description ASI 34 - Supply and install gun locker hood - to be 14 GA stainless steel 2b natural finish. QUANTITIES LABOR MATERIALS EQUIPMENT No of Unit Units Description $/Hour Total S/Unit Total Rate Total Labor Shop Journeymen 4 Per Hr $ 82.43 $ 329.71 $ - $ - Shop Foreman Per Hr $ 87,95 $ - $ - $ - Field Journeymen 4 Per Hr $ 79.23 $ 316.92 $ - $ - Field Foreman Per Hr $ 85.22 $ - $ - $ - Apprentice Per Hr $ 59.13 $ - $ - $ - Delivery Driver Per Hr $ 43.77 $ - $ - $ - Material 14 GA Stainless Steel 1 Sheet $ - $ 205.00 $ 205.00 $ - $ - $ $ - $ $ $ - $ - $ $- Equipment. 20 ft flat bed 0 Per Hr $ - $ - $ 57.00 $ - 8 ft 1/2 ton Per Hr $ - $ - $ 32.29 $ - Finn Power Shear Genius Per Hr $ $ - $ 396,14 $ - RAS 90 Break 1 Per Hr $ $ - $ 74.28 $ 74.28 CNC Router Per Hr $ - $ - $ 89.51 $ - Salvagnini Per Hr $ - $ - $ 342.57 $ 45 ft boo Manlift (Rented) Day $ - $ - $- 450.00 $ - 65 ft Boom Manlift (Rented) Day $ - $ - $ 500.00 $ - 26 Ft Scissor Lift 1000# (rented) Month $ - $ - $ 3,000.00 $ - $ - $ - $ - Subtotals Safety act expenses 2% of direct labor Small tools. expense @ 3% of direct labor Transportation $4.76 per Field Foreman Hour Subtotals without overhead & profit Other Expense: Conti Total Value of work for $ 646,63 $ 205.00 $ 74.28 $ - $ 646.63 $ 205.00 $ 74.28 Subtotal of all expenses (labor, materials, actor liability insurance —l.75%oflabor, .materials,.&equipment Total value of work for this contract before 15 % overhead this contract including overhead & equipment) overhead & profit & profit & profit $ 925.91 $ 16.20 $ 942.11 $ 138.89 $ 1,081.00 Exclusions: Note: All owned equipment rates are from the National Roofing Contractors Association's, "Roofing Contractors Equipment Cost Schedule", Ninth Edition, -Copyright 2003. Rented equipment as quoted. Contractor agrees that by ordering Northshore to proceed on such above mentioned work, contractor agrees that such work is above and beyond the scope of the original contract, and accepts this itemized breakdown in its entirety as fair compensation for such work. Contractor further agrees that by ordering such extra work, it shall issue a change order as soon as possible, regardless of whether or not owner approves such changes. CONTRACTOR APPROVAL The Contractor/Owner by signing below hereby orders Northshore Exteriors, Inc. to proceed with the above mentioned extra work, and will issue a formal Change Order as soon as possible. Signature Date Name (printed) Title NORTHSHORE EXTERIORS. INC. 11831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 • 425.740.3700 * Fax 425.740.3701 www.northshoreext.com 1 c et Architect's Supplemental Instructions - 2 1 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: 034 Date: April 22, 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.) May 5, 2020 Addition of Police Weapons Locker Pedestal Due to operational security requirements and access control, current weapons locker in PD holding vestibule A126 is to be relocated to a freestanding pedestal housing within PD Sallyport. Provide slab -mounted pedestal including mounting hardware. Pedestal is to be powder -coated, black or mfr standard integral color for highest weather -resistant and tamper -proof finish. Pedestal shall provide flat mounting plate for weapons locker as well as weather protecting hood. BOD pedestal is Pedestal Pro HD-DK-Straight 53" heavy-duty pedestal w/ large face plate, Provide attachment plate/hood that allows for support of Tiffin 'Sentinel' law enforcement locker 2-door configuration. Provide hood with minimum 20" width, 16" height, and 12" depth for protection of locker. Hood and support plate to match pedestal finish, or provide stainless steel. Verify pedestal location and clear dimensions within PD sal Iyport with Architect prior to installation. Reference Documents Tiffin Weapons Locker submittal ISSUED BY THE ARCHITECT: DLR Group, Inc (a Washington Corporation). ARCHITECT (Firm name) SIGNATURE Erica Loynd, Project Manager PRINTED NAME AND TITLE May 5, 2020 DATE AIA Document G710" - 2017. Copyright 0 1979, 1992 and 2017 by The American Institute of Architects. All rights reserved. The "American Institute of Architects," "AlA," the AIA Logo, and 'MA Contract Documentsare registered trademarks and may not be used without permission. This document was produced by AIA software at 13:36:36 ET on 05/05/2020 under Order No.8182007020 which expires on 04/01/2021, is not for resale, is licensed for one-time use only, and may only be used in accordance with the AIA Contract Documents' Terms of Service. To report copyright violations, e-mail copyright@aia.org. User Notes: (3B9ADA41) D ENTRYWAY FLOOR PLAN VIEW ENTRYWAY ELEVATION VIEW THIS DRAWING IS THE PROPERTY OF TIFFIN METAL PRODUCTS AND IS DISCLOSED IN CONFIDENCE TO THE EXTENT IT'S SUBJECT MATTER IS ORIGINAL WITH TIFFIN METAL PRODUCTS. ANY COMPANY RECEIVING THIS DRAWING FROM TIFFIN METAL PRODUCTS SHALL HOLD AND USE THIS DRAWING FOR THE SOLE BENEFIT OF TIFFIN METAL PRODUCTS AND SHALL NOT DISCLOSE IT TO, OR USE OR REPRODUCE IT FOR ANY THIRD PARTY, OR PERFORM ANY ACT ADVERSE TO THE INTEREST OF TIFFIN METAL PRODUCTS WITH RESPECT TO THIS DRAWING WITHOUT THE EXPRESS WRITTEN PERMISSION OF TIFFIN METAL PRODUCTS. 2 3 REVIEWES CUSTOMER APPROVAL - APPROVED AS DRAWN - DISAPPROVED (SEE NOTES) PRINTED NAME SIGNATURE: DATE: DRAWING PROVIDED FOR DIMENSIONAL AND CONCEPTUAL APPROVAL ONLY. IMAGE NOT REPRESENTATIVE OF ACTUAL MANUFACTURED PRODUCT. DESIGN ELEMENTS SUBJECT TO CHANGE AT TIME OF ENGINEERING, INDIVIDUAL PARTS WILL BE DESIGNED ACCORDING TO OUR MANUFACTURING EQUIPMENT'S CAPABILITIES. E A INITIAL SUBMITTAL RELEASE 02/22/19 ahull REV DESCRIPTION / ECN # TOLERANCES UNLESS OTHERWISE SPECIFIED (Not to be Cumulative) FORM ±0.039. or mm ANGLES: 41. ASSY/WELD:40.079° or 2mm ASSEMBLY PER GI SECTION: x0.157. or 4mm SUBMITTAL DRAFTS FOR -WORKEPOINTE- TUKWILA JUSTICE CENTER- DATE P/Jit 5IAKAP TO BY SHE. NUNAEll 45 OF 57 SHEET ri.E 130 ENTRYWAY WSL 0019454 REV A BN Builders June 4, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 418_PSE Gas Meter Exterior Panel Dear Ethan, BNBuilders hereby submits our proposal for RFI 418PSE Gas Meter Exterior Panel. The total proposal of this subject work is one thousand two hundred and twenty-three dollars $1,223.00. 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 5177 in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (justineksoseai.com) Geri Urbas (qeri.urbasbnbuilders.corn) Steve Schmitz (sschmitzdIrgroup.com) BNBuilclers 2601 4°.` Avenue, Suite 350 Seattle, WA 98121 206 382 3443 F: 206.382.3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 418 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5177 DATE: 6/4/2020 DESCRIPTION OF CHANGE: During the installation of the Gas Meter by PSE, an oil based product was sprayed onto the panels, thus discoloring it. It was suggested cutting the panel in two to facilitate future replacement and maintenance. IBP 07.40 Northshore Exterior 1st -tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs Rounding Adjustment $1,164.801 $1,164.80 $58.24 -$0.04 Total Change Request $1,223.00 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date Itemized Change Order Proposal Attention: Jeff Clark Date: NSE Ref: By 6/4/2020 Project: Tukwila Justice Center NSE 56 COP / RFI #: RFI 418 Kristi Gouy Work Description RFI 418 - Replace Equitone panel for gas meter QUANTITIES LABOR MATERIALS EQUIPMENT No of Unit Units Description S/Hour Total SfUnit Total Rate Total Labor Shop Journeymen 0.5 PerHr $ 82.43 $ 41.21 $ - $ - Shop Foreman Per Hr $ 87.95 $ - $ - $ - Field Journeymen 2 Per Hr $ 79.23 $ 158.46 $ $ - Field Foreman Per Hr $ 85.22 $ - $ - $ - Apprentice 2 PerHr $ 59.13 $ 118.26 $ - $ - DeliveryDriver Per Hr $ 43.77 $ - $ - $ - Material Equitone 1 Sheet $ - $ 635.00 $ 635.00 $ - $ $ - $ - $ - $ - $ - $ - $ - $ - Equipment 20 ft flat bed 0 Per Hr $ - $ - $ 57.00 $ - 8 ft 1/2 ton Per Hr $ - $ - $ 32.29 $ - Finn Power Shear Genius Per Hr $ - $ - $ 396.14 $ - RAS 90 Break Per Hr $ - $ - $ 74.28 $ - CNC Router 0.5 Per Hr $ - $ - $ 89.51 $ 44.76 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) Month $ - $ - $ 3,000.00 $ - - $ - $ - Subtotals Safety act expense @ 2% of direct labor Small tools expense @ 3% ofdirect labor Transportation $4.76 per Field Foreman Hour Subtotals without overhead & profit Other Expense: Total Value of work $ 317.93 $ 635.00 $ 44.76 $ - $ 317.93 $ 635.00 $ 44.76 Subtotal of all expenses (labor, materials, & equipment) Contractor liability insurance = 1.75% oflabor, materials, & equipment Total value of work for this contract before overhead & profit 15 % overhead & profit for this contract including overhead & profit S 997.69 $ 17;46 $ 1,015.15 $ 149.65 $ 1,164.80 Exclusions: Note: All owned equipment rates are from the National Roofing Contractors Association's, "Roofing Contractors Equipment Cost Schedule',Ninth. Edition. Copyright 2003. Rented equipment as quoted. Contractor agrees that by ordering Northshore to proceed on such above mentioned work, contractor agrees that such work is above and beyond the scope of the original contract, and accepts this itemized breakdown in its entirety as fair compensation for such work. Contractor further agrees that by ordering such extra work, it shall issue a change order as soon as possible, regardless of whether or not owner approves such changes, CONTRACTOR APPROVAL The Contractor/Owner by signing below hereby orders Northshore Exteriors, Inc. to proceed with the above mentioned extra work, and will issue a formal Change Order as soon as possible. Signature Date Name (printed) Title NORTHSHORE EXTERIORS, INC. 11831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 * 425.740.3700 * Fax 425.740.3701 www.northshoreext.com BNBuilders Request for Information RFI No: 418 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: 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: PSE Gas Meter Exterior Panel Discipline: Architectural Document Reference' A0.2 Spec Section: Subcontractor: Subcontractor RFI Ncx Question Date Required: 3/18/2020 At the south end of the building there is a PSE gas meter installed with a gas line running into the buildingCurrently the metal panel on the building where the gas line goes in is all one piece To replace the panel the gas line would need to be shut down fc the whole building. It is proposed to cut the exterior metal panel into two pieces right at the gas lint5 point of entry. This will eliminate the need to shut the gas line down and will be able to remove the metal panel from above and below Please confirm it is acceptable to cut and split the metal panel behind the PSE gas meter in two right where gas line goes into th building. Answer It is acceptable to split the hiqh-performance concrete panel behind the PSE gas meter (not the metal substrate panel) in line with the gas penetration, to facilitate future replacement and maintenance. Answered by: Steve Schmitz - DLR Group Date Answered:03/12/2020 Copies To: Company & Contact Fax Notes Page 1 of 1 BNBuilders June 11, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 238.1 Mounting Clarifications Dear Ethan, BNBuilders hereby submits our proposal for RFI 238.1 to modify the mounting configuration of the 3-form panels in the courtroom. The total proposal of this subject work is Ten Thousand Five Hundred Sixty -Four dollars $10,564.00. 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 500X in the forthcoming change order. Sincerely, Jeff Clark Project Manager CC: Justine Kim (iustineksoseai.com) Geri Urbas (qeri.urbasRbnbuilders.com) Steve Schmitz (sschmitz(dIrqroup.com) BNBuilders 2601 4th Avenue, Suite 350 Seattle, WA 98121 I 206 382 3443 F 206 382 3440 Tukwila Justice Center GC/CM CHANGE ORDER REQUEST SUMMARY BNBuilders PROJECT NAME: Tukwila Justice Center GENERAL CONTRACTOR: BNBuilders, Inc. DESCRIPTION OF CHANGE: RFI 238.1 - WP-1 Mounting Clarification CCD/ASI #: COP #: 5182 DATE: 611112020 BP 07.40 Northshore Exterior $10,060.58 1 st-tier Subcontractor Cost Total (Direct Construction Costs) GC/CM Mark-up on MACC Costs ( Insurance, B&O and Bond ONLY) Rounding Adjustment $10,060.58 $503.03 $0.39 Total Change Request $10,564.001 To the best of my knowledge and belief, I certify that all costs listed above are correct. Contractor Signature Date 5.00% Tukwila Justice Cenber SUBCONTRACTOR CHANGE ORDER REQUEST SUMMARY CALCULATION PROJECT NAME: Tukwila Justice Center CCD/ASI #: COP #: 5182 Contractor Name: BN Builders DATE: 6111/2020 DESCRIPTION OF CHANGE: WP-1 Mounting Clarifications Subcontractor Direct Costs (attach all necessary substantiating documentation) Labor (Excluding Labor Premium) Material Equipment Subcontractor's Total Direct Cost Subcontractor's Mark-up (Excludes Labor Premium) Labor Premium $0.00 $0.00 $0.00 $0,00 $0,00 $0.00 Total Subcontractor Direct Costs + Mark-up + Labor Premium $0.00 Total Sub -tier Subcontractor Costs Subcontractor's Mark-up on Sub -tier Subcontractor(s) $9,315.35 $745.23 Total Subcontractor Change Request $10,060.58 To the best of my knowledge and belief,! certify that all costs listed above are correct: Contractor Signature Date 15% 8% INTERIOR WOODWORKING SPECIALISTS To: BNBUILDERS, INC 2601 Fourth Avenue, Suite 350 Seattle, WA 98121 Office: (206) 382-3443 Change Order Number: 5 Rev: 3 Date: 10/25/2019 Project: 19019 TUKWILA JUSTICE CENTER 15001 Tukwila International Blvd. Tukwila, WA 98188 PM: Jami Halse The contractor agrees to perform and the owner agrees to pay for the following changes to this contract Notes: Updated pricing from original budget on 3form glass at C-37 based on RFI-238.1 Source: 238.1 A Craft Labor Costs B Material Costs C Equipment Costs $1,000.00 $7,100.30 $0.00 Subtotal (A f-B ± C) E Small Tools (o.0 of (A + 15)) F Safety (o% of A) G Overhead & Profit (15°0 of D) H Sub -Subcontractors I Overhead & Profit on Sub -Subcontractors (8% of H) $8,100.30 $0.00 $0.00 $1,215.05 $0.00 $0.00 J K Insurance (O.0 of J) L Bond (o.. of J) Subtotal (D + E F +G + H+ $9,315.35 M Grand Total (J 4 lc L ) Negative changes will lower the overall contract price Requested Amount of• Change. requiring no additional payment by owner. $9,315.35 9,315.35 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 The impact to schedule will be changed by $741,640.63 $0.00 $741,640.63 $9,315.35 $750,955.98 2/27/2020 5:07:18 PM Page 1 of 2 INTERIOR WOODWORKING SPECIALISTS Direct Labor Hours Rate Change Order Number: 5 Rev: 3 Date: 10/25/2019 Extended With/P&OH SUBMITTALS 5.00 $125.000 $625.00 $718.75 AS BUILTS 3.00 $125.000 $375.00 $431.25 Materials Unit Qty Unit Amount Extended With/P&OH ACRYLIC 1.00 $0.00 ($23,703.20) ($27,258.68) Sub -Subcontractors Signed: Title: Date: Signed: Title: Date: 1.00 $30,803.50 $30,803.50 $35,424.03 Amount 1Nith/P&OH 2/27/2020 5:07:18 PM Page 2 of 2 Project Quote : WQ-927486 (Tukwila Justice Center - Glass Wall — 323307) Valid Through: Jan 9, 2020 BILL TO Teresa Chinault INTERIOR WOODWORKING SPECIALISTS 15337 NE 92nd St. Redmond WA 98052, USA EMAIL — Terese@interiorwoodwoficin,com Estimated Lead Time (in business days, shipping time excluded) 30 NOTE: Any change in the product, quantities, or services could extend the lead time. SHIP TO (Commercial) Teresa Chinault Interior Woodworking Specialists 15337 NE 92nd St. Redmond WA 98052, USA PHONE — 425.881.1328 CARRIER: ABF I FEDEX W/ PRIOR NOTIFY & LIFT GATE NOTE: Hardware may ship separately SHIPPING OPTIONS Select additional shipping options: [8] INCLUDE FREIGHT INSURANCE * [8] LIFT GATE ($100 ADDITIONAL FEE) ** ▪ INSIDE DELIVERY (ADDITIONAL FEE) ** * If not selected buyer accepts full responsibility for any damages incurred in transit.** Required for all residential deliveries. k4:414** ",110*N's kk" \ 14,-SZAtt, "'aY 44011 tZtjt '14 Application - Etched Pressed Glass with Point Supports LREFERENCE IMAGE ONLY SUMMARY DESCRIPTION: Stand-off wall feature with 1" barrels: Qty (3) pieces @ 47.88" w x 120" h, with 8 standoffs ea. Qty (2) Shape Cut pieces @ 47.94" w x 120" h, with 8 standoffs ea. * Hardware finish is Stainless Steel. * Pricing includes drilling holes, polished edges, and all hardware. "4' •4t: 444' 1 44, * ,. A ' ,, , ". 4,,,4 , :,4t4 4. .i. 4A 4 A : Pressed Glass Branch Etch (D) Pressed (etch on front of panel) 9/16" Tempered Clear Float Lite 0.2362 Tempered Clear Float Satin Lite 0.2362 Safety Bug: Yes ALL REQUIRED 3FORM HARDWARE IS INCLUDED IN PRICE 3-form.com 1.800.726.0126 /5 Project Quote: WQ-927486 (Tukwila Justice Center - Glass Wall) Valid Through: Jan 9, 2020 4,44.4N. SOLUTION PRICE (USD) 3-form.com 1.800.726.0126 $27 897.65 2/ Project Quote : WQ-927486 (Tukwila Justice Center - Glass Wall — 323307) Valid Through: Jan 9, 2020 PRICING SUMMARY SOLUTIONS SUBTOTAL (USD) i $27,897.65 SHIPPING AND PACKAGING SUBTOTAL (usa) 1 $2,379.72 FREIGHT INSURANCE SUBTOTAL (USD) I $209.23 L._ TARIFF CHARGE SUBTOTAL (USD) I- $316.24 1 44 • " 4000 *it *41.14V "004C '' • $30,802.84' '..Vot,d,i'tdAviz!dddilANZekk4.14*. DISCLAIMER: 3form will fulfill this order solely according to the specifications printed herein. If revisions are required please contact a member of your 3form team to provide you with an updated order. Estimator • Tori Riddell, 801-649-2593 • to rL r dd e 11.@3 oie rod c o m Project Coordinator • Emily Ross, 801-649-2630 • emily,rose@3-form c o m Sales Rep — Maryam Taylor, 970-405-7823 m a rya m tay o r@ 3-fo rm o m MitliniAlUMENNINVIIMErmowssemasitetr „ 3-form.com 1.800.726.0126 Project Quote : WQ-927486 (Tukwila Justice Center - Glass Wall) Valid Through: Jan 9, 2020 Specifier (ARCHITECT OR DESIGNER) — Erica Loynd 1 DLR Group ir•onr 3-form.com 1.800.726.0126 4/5 Project Quote : WQ-927486 (Tukwila Justice Center - Glass Wall — 323307) Valid Through: Jan 9, 2020 CONTRACT DETAILS 1. For a list of standard products that qualify for the two week lead time please go to v 2. Orders can be expedited for an additional fee, depending on material availability and production schedule. Expedite fees range from 25% to 60% of order depending on desired lead time and the order size. For specific information go to 3. 3form products are made to order, therefore we cannot accept returns. 4. Sheet size and gauge tolerance varies depending on product. For more information on this contact your Project Manager. 5. Payment in full is due at time of order placement on any materials/solutions with a lead time of less than 2 weeks, For longer lead time orders, 50% deposit is due upon receipt of a signed P.O., with the balance due prior to shipment. Check copies are scanned to 3form's bank for deposit. 6. Orders ship F.O.B. Salt Lake City. Freight is prepaid and billed to Customer, or Freight Collect. 7. Cancellation fee for signed P.O.s is 10% of original order value plus a fee for the work completed through the cancellation date. 8. Custom Fabrication is available in-house. Please call For details, Customer acknowledges that, to the extent any product ordered is to be fabricated, customer (a) has reviewed and agreed that all seams are visible and subject to some slight irregularities and, (b) understands that if the fabricated product is to be heat draped or molded, the surface finish of the Varia product will be subject to slight irregularities due to the fabrication process. 9. Materials are subject to 3form's limited product warranty and product specifications. Please review at 10. Lead time for custom, oversize sheets, orders including fabrication or large volumes will be determined at time of order placement. Lead times are subject to change. 11. A Fork lift with long tine forks is required for safely unloading the shipment. Failure to use a fork lift equipped with long tines may void your 3form warranty. Please inspect your shipment for damage prior to signing the delivery receipt. On the rare occasion that the shipment is damaged please accept the delivery and note the damage on the receipt, take pictures of the shipment prior to unpacking, document any damage to the individual pieces, and forward all pictures to 3form as soon as possible. 3form is unable to help with a shipping claim if concerns are not noted on the POD (Proof of Delivery). Glass orders are shipped with 'Shock Watch' and 'Tip and Tell' indicators on the exterior of the crate. Please inspect these prior to accepting delivery and note any damage on the POD. 12. All prices are in USD. THESE GOODS ARE SUBJECT TO 3FORM'S CONDITIONS OF SALE FOUND AT: 34011M,COMTDOWNLOADSiCONDITiONSOFSALE ACCEPTANCE PAYMENT INFORMATION Select Payment Method D CHECK* CI CREDIT CARD 0 OTHER *Please include a copy of your check when faxing your order to begin production immediately. Please include the 3form quote number on all check payments (e.g. "WO-6882401 EXPIRATION DATE CCV AUTHORIZATION Please make checks payable to 3form: 3FORM 2300 SOUTH 2300 WEST SALT LAKE CITY, UT 84119, USA * I understand a 2% credit card convenience fee will be added to my INITIAL YOUR order total if the amount charged, to any number of credit cards, for ACCEPTANCE my order is $5000 or greater. " Please note that if your order is uncle' $201( and you would like to avoid this fee, you can place your order via Click to Order. I'm authorizing 3form to charge my card, at the time of shipping, for the remaining balance due on this order. By completing the information below, I am requesting that this Quote be used as my Purchase Order. By signing this document, I am confirming all details including the customer contact information and shipping information as indicated on this quote are correct. NAME TITLE CUSTOMER PO NUMBER ** **Customer PO Numbers are for reference only. Details in this quote supersede any details in a PO. Please ensure this quote's accuracy prior to ordering. SIGNATURE DATE 3-form.com 1.800.726.0126 �_�� �� Group U�� 0���� =� ~ �~��_K�. � Uo ���u�� ma^m oL*smuv QussTnm: sussssoow: wxws Lisa Ridley TO City CitynfTukwila Justice Center 73-17158-00 TIC RFI#238.1_VVP-1Mounting Clarifications KB Answered 10/23/2O19 238.1 01391 Info Exchange The 3Fonnglass panels are recommended tnbemounted with nogreater than 1''stand off from the wall for this application with nuoverlapping of glass panels. Also using asilicone tofill the gaps between the panels tn prevent light bleed is recommended. Please confirm the 1" Stand off distance and silicone between glass panel gaps is acceptable. Response (Answe,ed) from: Dillon Webster (nceGroup) Remarks: THIS IS ACCEPTABLE. PLEASE PROVIDE SHOP DRAWINGS, SILICONE DATA, AND ATTACHMENT DETAILS PER UPDATE. � DLR0rnup sI'll /o/ om pnowe 2O6-461- mDwe 206-382-3443 | 206-382-3443 � bremna.chhstenson@bn i 206-382-3443 ,)»r,-»r,i� �dwebsterg�dngroupzonn | | � � | 6045x73-6045 | | ethanb@sojsea.conn 206-838-3705 ---�--�------- � �-- 1 Page lof2 NNA E CO M PA i\IY Jeff Clark BNBuilders Sabrina Ames DLR Group Steven Schmitz DLR Group Ft 11.ran 5 i tt a 10/23/2019 ID: 01391 om Jeff.Clark@bnbuilders.c om sames@dlrgroup.com sschmitz@dIrgroup.com DESCrUPTION OF CONTENTS QTY DATED NUMBER SCALE TJC RFI #238.1_WP-1 1 10/21/2019 Mounting Clarifications.pdf 206-382-3443 206-461- 6094x73-6094 206-461- 6044x73-6044 SIZE Page 2 of 2 BNBuilders Request for Information RFI No: 238.1 Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: October 21, 2019 Submitted To: Steve Schmitz Submitted By: Liz Van Wieringen DLR Group, Inc. BNBuilders 51 University Street 2601 4th Ave Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: 206.461.6000 Fax: 206.461.6049 Subject: WP-1 Mounting Clarifications Discipline: Architectural Document Reference: 31/Al2.2 Spec Section: Subcontractor: Interior Woodworking Specialis Subcontractor RFI No: 104 Question Date Required: 10/28/2019 The 3Form glass panels are recommended to be mounted with no greater than 1" stand off from the wall for this application with no overlapping of glass panels. Also using a silicone to fill the gaps between the panels to prevent light bleed is recommended . Please confirm the 1" stand off distance and silicone between glass gaps is acceptable . Answer THIS IS ACCEPTABLE. PLEASE PROVIDE SHOP DRA INGS, SILICONE DATA, AND ATTACHMENT DETAILS PER UPDATE. Answered by: DILLON WEBSTER, DLR GROUP Date Answered: 10.23.2019 Copies To: Company & Contact Fax Notes Page 1 of 1 INTERIOR WOODWORKING SPECIALISTS INTERIOR WOODWORKING SPECIALISTS 15337 NE 92nd Street Redmond, WA 98052 F1 #104 Project: 19019 TUKWILA JUSTICE CENTER 15001 Tukwila International Blvd. Tukwila, WA 98188 WP-1 3form - Confirmation of design / C-37 To: Bill Brown - BNBUILDERS, INC Liz Van Wieringen - BNBUILDERS, INC Jeff Clark - BNBUILDERS, INC Date Initiated 10/15/2019 From: Teresa Chinault INTERIOR WOODWORKING SPECIALISTS 15337 NE 92nd Street Redmond, WA 98052 Due Date: 10/18/2019 Date Sent: 10/15/2019 Cost Impact: None Schedule Impac Reference: 31/Al2.2 Suggestion: Delay Notice: Conclusion: Closed: Scope: C-37 Question/Issue: Liz, 3form included the statement below associated with the design layout of the WP-1 glass in the courtroom. ***Customer to be aware that glass panels will NOT overlap as 3form does not recommend standing off a distance greater than 1" from wall when glass is used. To avoid light bleed in between panels, 3form recommends using silicone to fill space. Please confirm that this design change is okay with DLR and that IWS can move forward with the new panel layout and installation. 10/15/2019 7:49:58 AM Page 1 of 1 FINBuilders June 17, 2020 Shiels Obletz Johnsen Attn: Ethan Bernau 101 Yesler Way Suite 606 Seattle, WA 98104 RE: BNB Cost Proposal for RFI 473 - Power for North Lot Detector Assembly Dear Ethan, In accordance with RFI 473 dated 5/15/2020, BNBuilders hereby submits our proposal to install the additional pathway required to power the Fire Service Detector Check Assembly added in ASI 012. The total proposal of this subject work is One Thousand Five Hundred dollars ,500. 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 5198 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@dlrgroup.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 PROJECT NAME: Tukwila Justice Center CCD/ASI #: RFI 473 GENERAL CONTRACTOR: BNBuilders, Inc. COP #: 5198 DATE: 512012020 DESCRIPTION OF CHANGE: install additional pathway required to power for the Fire Service Detector Check Assembly added in ASI 012. BP 26.00 Valley $1,429.00 lst-fier Subcontractor Cost Total (Direct Construction Costs) Additional NSS GC/CM Mark-up on MACC Costs Rounding Adjustment $1,429.00 $0.00 $71.45 -$0.45 Total Change Request $1,500.00 To the best of my knowledge and belief I certify that all costs listed above are correct. Contractor Signature Date 5% "The Electrical Solution". VALLEY ELECTRIC CHANGE ORDER PROPOSAL Tukwila Justice Center Contract: 118021.1-05 PROPOSAL DESCRIPTION: Bringing 120v circuit to the Fire Service Detector Check Assembly. All trenching is excluded. SL # DATE 5/18/2020 Addendum# VE JOB # 19146 Time Ext Rqrd (days): RFI# 473 VE CP # 028 Self Performed Work LABOR COST SUPERVISION SAFETY SMALL TOOLS MATERIAL COST EQUIPMENT COST 24' Scissor Lift 11.16 hrs $96.12 0.0% Ibr 0.0% Ibr 0.0% Ibr OH & PROFIT - SELF 15.0% Subcontractor Quotes Quote Quote Quote Quote Month $ 1,072.70 169.90 SUBTOTAL COST: $ 1,242.60 SUBTOTAL DIRECT COST QUOTES: OH & PROFIT - SUBS 8.0% Bond Permit Fee BIM hrs $ 85.00 $ 186.39 TOTAL CHANGE PRICE: $ 1,429.00 NOTE: 1) Proposal valid for acceptance within 30 days. 2) While Valley Electric considers our proposal amount full compensation for this change, we expressly reserve the right to seek additional time and compensation at a later date for the impact of multiple changes, if any, or for indirect costs that were not reasonably foreseen by Valley Electric at the time of settlement on this change. 3) This construction change has been estimated using the drawings furnished; an engineering evaluation of the drawings, for function and compatibility with the vendor furnished equipment, has not been performed. 4) Permit costs are specifically excluded. Should this change, or it become necessary to procure/pay for an increased permit fee this would become an added cost to the change price reflected above. Our proposal amount does not include the following: —Overtime / Shift Work - Fireproofing Repairs —Concrete/GWB Repairs —Shutdown Costs - Painting and Patching Valley Electric Co. Job #19146 Detailed Labor and Material Breakdown Contract # 19146 - CP #028 - RFI 473 Power For North Lot Detector Assembly Page 1 of 1 Print: 5/18/2020 Description Qty Net Price U Labor U Total Mat($) Total Hours 1" CONDUIT - PVC40 70 30.06 C 5.25 C $21.04 3.68 1" COUPLING - PVC 2 18.05 C 0.01 C $036 0,00 #10 THHN BLACK 1000 148.5 M 7 M $14850 7,00 #10 WIRE POWER TERM 3 0 E 0.16 E $000 0.48 SUB COORDINATION (As Needed) 0 1 E $0.00 0,00 POSTING/RECORD DWGS 0 0.55776 E $0.00 0.00 CLEAN UP (5% Lbr) 0 0.055776 E $0.00 0.00 TESTING (75% Lbr) 0 0.083664 E $0,00 0.00 WARRANTY (As Needed) 0 0.111552 E $0.00 0,00 Totals: $169.90 11.16 CONFIDENTIAL DLR Group �)ussTuWj: Sussssl/uw: xwSwen: , � � City ofTukwila Justice Center b I VEsi� Nr: 5/15/2020 73-17158-00 T]CRFI#473_Power for North Lot �pz/o� 473 Detector Assembly Answered Info Exchange Please reference C4.06 & ES1.2. The Fire Service Detector Check Assembly added in ASI OlZrequires additional l2Ovpower. Currently, nnpathway for power isshown on the Electrical Site Plans. We propose running from the light pole shown. Please confirm this isacceptable oradvise. There are potential cost implications associated with additional work. Response (Answe,ed)from: Sean Avery (oLeGroup) Remarks: The proposed solution is acceptable. rnnw 'wxme ------�--�coHpxw, !� ---- - ---- - | Michd|e]avan | DLR Group To r-- --�-� - - Bill Brown BNBuilders Johnsen Jeff Clark BNBui|ders ! M1che|e]avan | DLR Group | njavan@d|rgroVp.cnm � ewxzL p*omc 6-461- smmL pnons [----' ------�T-------�-' | Zv0-u04-.5y*y orn np� nr��pxnbn�nimpr�r . "_._---~_-~___- -_ Jeff -Clark .~_-_~__- .~ -' --- - `- um � � 206-461- Page I of 2 NAHE commily Steven Schmitz DLR Group Taras Yaremchuk BNBuilders UESCRIP um Or- CON FEN IS QTY p•ATEE? R FT r S111 DA FE: 5/15/2020 02355 i-moNE EmAtL 206-461- sschmitz@dIrgroup.com 6044x73-6044 taras.yaremchuk@bnbui 206-382-3443 Iders.com TITLE TJC RFI #473_Power for 5/7/2020 North Lot Detector Assembly. pdf NUMBER SCALE Page 2 of 2 Request for Information RFI No: 473 BNBuilders Tukwila Justice Ctr Construct. 15005 Tukwila Inter. Blvd. Tukwila, WA 98188 BNB Project # 118021.100 Date: May 07, 2020 Submitted To: Steve Schmitz Submitted By: Bill Brown DLR Group, Inc. BN Builders, Inc. 51 University Street 2601 4th Avenue, Suite 350 Suite 600 Seattle, WA 98121 Seattle, WA 98101 Tel: (206)382-3443 Tel: 206.461.6000 Fax: 206.461.6049 Subject: Power for North Lot Detector Assembly Discipline: Electrical Document Reference. C4.06 & ES1.2 Spec Section: Subcontractor Valley Electric Co. Subcontractor RFI Na Question Date Required: 5/14/ 2020 Please reference C4.06 & ES1.2. The Fire Service Detector Check Assembly added in ASI012 requires additional 120v power. Currently, no pathway for power is shown on the Electrical Site Plans We propose running from the light pole shown Please confirm this is acceptable or advise There are potential cost implications associated with additional work Answer Response (Answered) from: Sean Avery (DLR Group) Remarks: The proposed solution is acceptable. Answered by: Date Answered: Copies To: Company & Contact Fax Notes Page 1 of 1 LEGEND NOTES DLR Group r, KEYNOTE LEGEND j ✓st. ur vuve .uttw,. nar CI 4 MGM CF MO tkairFaLEMK Hr. FWD ift01. ¢> ni Tay ewe ,,, , ew �_, ro a. WW1. PROADE CP." �ao-�errwsxrra„a G • m aop m Am12 0 TUKWILAJUSTICECENTER =V y CITY OF TUKWILA a a a ° / sovy ELECTRICAL SITE PLAN - NORTH RSME $A t£R LJ , mV IRRIGATION SERRCE LANOSCVE ti2)4404GONNICATION STA 35+41.84. 33351 LT 1 1/7' ITCVA-FESCO MODEL 850 CR APPROVED KCAL 24*+36. RAM BOX STA 34+76.03 11191LT CONNECT TO Er WATER MAW PER KCVO 125 51000728.9 (1) 815° TAPPING TEE (R3.11) (1) 6' CV (FL RR ) ,TRIUST 84.00( Id IR 6° DI GI 52 (RA) " 384 —777 eglawargai 'wow git. Ativ 'A 0 4fer , 4- AS" 111 II 011 tito \\rf , yr I 0 li • 0 1110 I, • i k- c 411,4 v TALL ME MIGRANT PER STA 38+69.15 18.99' LT 125 STD OCTAL r. GT TO r WATER I.LARI KM 175 STD DELA 9 k 3040.88. 12.5T LVA' C1AD 3 I) 6' GV (FLTR) 1) 8'15S' TAPPING TEE (RIR 14-11515010 BLOC% 57+00 00. 2 00 MONT / TO,/ 10-100T 1110C,KM025 A/ T L.12 STA. 17406.83. 93.11LT REPLACE EX 6' FIRE SERNCE DOUBLE DETECTER THEM ASSEMBLY PER HMO 125 St KT& 19 WATER NOTES 1. SEE 01.01 FOR KCIKI 125 STANDARD NOES. 2. ALL %MR 42404440400 TRENCHNC AND BACKHLL SHALL BE PER MC EWAN WATER DLSDKCI" NO. 125 STANOARO PLAN 150. HORIZONTN. AND VER11CA1BLOC1OND SHALL BE PER IONC CCONTY HADA OSUMI NO 125 SIMARD PLANS 5 & 6. 4. CONTRACTOR SliALL CCCRONME PROTECHON IM) ADJUSDIENT OF ALL UTZUDES AAT) 00015 STRUCTURES NTH RING MUNN WATER DISTRICT 125 AND WIT NEW SEILER DISTRICT. 5. CONTRACTOR %AU. ADJUST ALL IDDSDNC UMW C0VD75 TO FINISH GRADE AT PROICT 0:47PIEDON. 6. STARCH% 84414015, ALB ciumais 5110AN HEREIN ARE 10 FACE OF CURB, EDCE TV PATO SANACE, DR CENTER OF STRUCNRE UNLESS NO117.0 01HERIMSE. 7. PRNMELY TIMED WATER SERVICES SHAD. cRass BENEATH 0151410T 011NED WATER MARTS. LEGEND DOMESTIC WATER SOME A FIRE HYDRANT • FIRE DEPARDIENT CONNECHCH 14-40— FIRE SERViCE 81 PN 1179 NETER VAULT • CATE VALVE f : 100 THRUST BLOCK 577 VAULT ASPHALT PAVEMENT WHICUTAR CONCRETE PAVEMENT PEDATRIAN CONCRETE PAVEMENT ASPHALT CR1010 AND OLERLAT APPRO.. CONSTRUCMN MC COUNTY MA. CYPRIOT NO SC:NATURE SUBJECT ID APPAYNAL Or ALL PERMITS PAM ACMCICS HAMM) 22MSOCTION. IT TS NE DMOPERY RESPONSMAY TO PRAM MAT ARE NYDRANT LOCATONS AND ALL 0111011 P. PROTECTION MLA. 2444,6109444206641&14499 MARSNK/FOIE DEPARTMENT REOLMMEN13. 10 20 1 20 feet 811 Call 811 kerma*. 289931989 KEY PLAN cL ce CONFORMED SET MOAN .06.122131A Rays rgly"tyn P11.1.1.1111.1C 17P1:663 WATER PLAN - NORTH C4.06