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TIS 2022-08-29 Item 2C - Contract Change Order #17 - Public Safety Plan: Public Works Fleet and Facilities Building Improvements with Lincoln Construction
INFORMATIONAL MEMORANDUM TO: Transportation & Infrastructure Services Committee FROM: Hari Ponnekanti, PW Director/City Engineer BY: Justine Kim, Program Manager, Shiels Obletz Johnsen CC: Allan Ekberg, Mayor DATE: August 26, 2022 SUBJECT: Public Works Fleet & Facilities Building Improvements Project Project Number 91630601, Contract 21-046 (Q) Construction Contract Change Order No. 17 ISSUE Approve Change Order No.17 to Contract No. 21-046 with Lincoln Construction, Inc. to complete the roof improvements and exterior envelope on the Public Works Fleet & Facilities Building. BACKGROUND The City Council adopted a Combined Public Works Shop Capital Project as part of the City’s Public Safety Plan. This project was most recently updated in the 2021-2022 Adopted Budget. The City chose a site in 2017, purchased properties in 2018 and began Phase 1 design and construction in 2019. The Public Works Fleet and Facilities Tenant Improvement Project scope includes seis mic upgrades, plumbing and electrical, fire protection, HVAC upgrades, and interior offices, locker rooms, and showers. The Fleet s and Facilities division moved in July of 2022. At the April 11, 2022 Committee of the Whole meeting, Council provided their consensus to add an additional $1 Million of funding to this project to complete exterior work (roofing work, exterior envelope, and covered storage), as was discussed at Transporta tion and Infrastructure Services Committee on April 4, 2022. This Change Order is one of the steps in proceeding with the funding plan, specifically related to the roofing work. In June of 2022, Council approved Change Order No. 15 for pre-ordering the necessary roofing material in anticipation of the long lead time associated with supply chain issues. Change Order No. 17, seen below, will allow the City to complete the roof improvements and exterior envelope on the Fleet & Facilities Building. Exterior storage scope of work has been removed from this phase and is included in Phase Two test-to-fit. ANALYSIS Change Order No. 17 includes five change order proposals for the Public Works Fleet & Facilities project: - COP 046: Roof Envelope - COP 046A1: Roof Envelope Alternate 1 - Added Nailer - COP 046A2: Roof Envelope Alternate 2 - Gutters and Downspouts - COP 046A: Roof Envelope – Mechanical - COP 046A3R1: Exterior Envelope Siding and Painting FISCAL IMPACT This Change Order is within the $10.75 million project budget authorized by the Council, with $572,441.00 budget remaining to reserve for Change Orders during the installation phase and other unforeseen project related costs. Lincoln’s Change Order No. 17 is in the amount of $1,667,894.00. This amount is within the project’s overall budget that Council approved in April of 2022. The total contract amount will now be $7,336,513. 81 Total Phase One Budget Total Project Budget (June 2022) $10,750,000.00 Current Lincoln Contract including Change Orders (1 to 16) $5,668,619.00 Change Order #17 for Roofing Enhancement & Exterior Envelope $1,667,894.00 Total Lincoln Construction Contract Amount (without sales tax) $7,336,513.00 Other Project Costs expended and expected $2,841,046.00 Total Current Costs obligated for this project $10,177,559.00 Remaining Project Budget $572,441.00 The newly appointed Project Management Quality Assurance (PMQA), John Palewicz, has reviewed these documents and provided his concurrence. RECOMMENDATION Approve Change Order No. 17 to Contract No. 21-046 with Lincoln Construction and consider this item on the Consent Agenda at the September 12, 2022 Special Council Meeting. Attachments: 2021 CIP, pg 56 Lincoln Construction Change Order No.17. 82 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 2021 to 2026 PROJECT:Public Works Shops Project No.91630601 DESCRIPTION: JUSTIFICATION: STATUS: MAINT. IMPACT: COMMENT: FINANCIAL Through Estimated (in $000's)2019 2020 2021 2022 2023 2024 2025 2026 BEYOND TOTAL EXPENSES Design/PM 722 300 500 1,522 Land (R/W)25,462 25,462 Const. Mgmt.11 1,050 1,061 Construction 14 624 7,517 20,000 20,000 48,155 TOTAL EXPENSES 26,209 924 8,567 0 500 20,000 20,000 0 0 76,200 FUND SOURCES Enterprise Funds 8,572 462 4,284 250 20,000 33,568 Councilmatic Bond 5,572 20,000 25,572 REET/ Funds 3,000 3,000 6,000 General Fund 462 1,283 250 1,995 306 Fund Balance 9,065 0 0 0 0 (20,000)20,000 0 0 9,065 TOTAL SOURCES 26,209 924 8,567 0 500 20,000 20,000 0 0 76,200 Based on usage and benefits, it is estimated that the Water, Sewer, and Surface water enterprise funds will fund 50% of the Public Works Shops with the other 50% funded by Streets, Facilities, & Equipment Rental. Construct a new City Public Works maintenance and operations center, combining all operational functions at one location. Facility may also include a City Clerk & Police Records Center and Police evidence storage. Existing Public Works operations and maintenance areas are inadequate structurally and seismically. Current land for staging dirt and vactor materials is only temporary. Project includes selling dirt/vactor land, Minkler Shops, and George Long Shops to acquire the real estate to build an equipment operations center that meets current Separate from the Public Safety Plan. Was formerly known as City Maintenance Facility. Improves safety and efficiency for First Responders and maintenance operations. 2021 - 2026 Capital Improvement Program 56 83 *The original contract value is construction only and does NOT include preconstruction or amendments to preconstruction. Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 17 DATE: 8/18/2022 BUDGET NO.: 306.98 PROJECT NO.: 91630601 CONTRACT NO.: 21-046 ( Q ) PROJECT NAME: PW Fleet & Facilities TO: 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 _________________________ Contractor ______________________ By _______________________________________ Title __________________________ Original Contract (without tax)*$ 4,427,221.00 APPROVED BY THE CITY OF TUKWILA Previous Change Order $ 1,241,398.00 Date _______________________________________ This Change Order (without tax) $ 1,667,894.00 By _________________________________________ Mayor REV. CONTRACT AMOUNT $ 7,336,513.00 Public Works Director ___________________________ Original Contract Time: 242 days (December 3, 2021)SOJ Program Director ___________________________ Additional Contract Time from previous Change Orders: 129 days Additional Contract Time for this Change Order: 0 days Updated Contract Time: 371 days (April 11, 2022) ------------------------------------------------------------------------------------------------------------------------- ORIGINAL: City Clerk (1 of 2) cc: Finance Department (w/encumbrance) Contractor (2 of 2)Project Management File PW Project Finance File 84 Exhibit "A" CHANGE ORDER - SUMMARY OF CHANGE CITY OF TUKWILA - Public Works (PW) Fleet & Facilities Project Name PW Fleet & Facilities CO #017 Project #91630601 Contract #21-046 (Q) Date 8/18/22 TO CONTRACTOR:Lincoln Construction, Inc 11803 101st Ave Ct E, Suite 201 Puyallup, WA 98373 COP/CCD #Description Reason Code Amount COP 046 Per COPR 002 Roof Envelope. The cost for Roof Envelope scope labor and equipment, excluding mechanical and electrical work. OC $1,039,722.00 COP 046A Roof Envelope (Mechanical/Electrical) Allowance. The estimated allowance for the mechanical and electrical scope tied to the Roof Re-work. OC $200,000.00 COP 046A1 Per COPR 002 Roof Envelope - Alternate 1. The cost for alternate one, added nailer with SA (self-adhered) waterproofing strip in. OC $30,097.00 COP 046A2 Per COPR 002 Roof Envelope - Alternate 2. The cost for alternate two, which includes gutters, drip edge, spacer, downspouts, and demo of existing downspouts and gutters. OC $102,678.00 COP 046A3R1 Exterior Envelope Siding and Painting. Alternate 3 Exterior Siding and Painting. The cost of wall pannel demo/replacement and to clean, prime as needed, and paint exterior of building. OC $295,397.00 Change Order No.017 $1,667,894.00 85 CHANGE PROPOSAL REQUEST Lincoln Construction Public Works Fleet and Facilities To:COP NO:046R4 CCD/PR No.: COPR 002 Date: Project: Attn.: LCI Project No.: 1239 A.TOTAL MATERIAL/EQ BASE COST 83,275.00$ B.TOTAL LABOR COST 184,974.80$ SUBTOTAL 268,249.80$ C.OVERHEAD AND PROFIT (13%)34,872.47$ SUBTOTAL 34,872.47$ D.SUBCONTRACT COST 666,336.00$ E.OVERHEAD AND PROFIT ON SUBCONTRACT COST (6%)39,980.16$ SUBTOTAL 706,316.16$ H.BOND (GC ONLY)30,283.15$ SUBTOTAL 30,283.15$ TOTAL CHANGE PROPOSAL COST 1,039,722$ CONTRACT TIME ADJUSTMENT (DAYS)TBD Thomas Romberg 0 CONTRACTOR Tom Romberg DATE 7/15/2022 7/15/2022 City of Tukwila Tukwila Public Works Fleet & Facilities Building Lincoln Construction, Inc. 01114.00 g3.3 (2)86 Lincoln Construction Change Order Request To:Date: COP #:046R4 Owner COP/CCD/PR #:COPR 002 Re:Public Works Fleet and Facilities Please provide a change order for the following work: Total price per attached breakdown: State and local sales tax:include X not included Extension of time: We have proceeded with the work Work will not proceed without formal authorization This price is good for 5 days from the above date, after which this request is subject to revision. Sincerely,Thomas Romberg-Project Manager 7/15/2022 $1,039,722 TBD City of Tukwila Roof re-work per COPR 002 Excludes weather protection, unforseen elements, removal and replacement of existing roof units, electrical and mechanical work of any kind, any new metal or steel framing and raiing of existing roof curbs and vents. This excludes any other exterior improvemnts including exterior painting, patching and caulking. This work would not be able to take place during the time frame of the current contractual completion dates. 87 Lincoln Construction CHANGE ORDER REQUEST SUMMARY Public Works Fleet and Facilities COP:046 REV:002 ATE:7/15/2022 DESCRIPTION:Owner COP/CCD/PR #:COPR 002 LABOR HOURS RATE TOTAL PROJECT MANAGER 110 X 95.00 =10,450.00$ SUPERINTENDENT 180 X 88.95 =16,011.00$ ASSISTANT SUPERINTENDENT X 77.15 =-$ CARPENTER 1572 X 75.85 =119,236.20$ LABORER 580 X 67.72 =39,277.60$ X =-$ X =-$ SUBTOTAL 184,974.80$ SMALL TOOL ALLOWANCE @ 0.0%-$ SUBTOTAL 184,974.80$ MARK-UP @ 13.0%24,046.72$ TOTAL LABOR 209,021.52$ MATERIALS/EQUIPMENT PHASE CODE UNITS RATE Plywood (3200 sq ft)1 X 6,500.00 =6,500.00$ 2x lumber (6865 lnft) and fasteners 1 X 35,000.00 =35,000.00$ Metal Panels-Screws-Caulking 1 X 9,775.00 =9,775.00$ Dumpsters and Lifts 1 X 32,000.00 =32,000.00$ SUBTOTAL 83,275.00$ USE TAX ON MATERIALS AND EQUIPMENT 0.0%-$ MARK-UP @ 13.0%10,825.75$ TOTAL MATERIAL/EQUIPMENT 94,100.75$ SUBCONTRACTS PHASE CODE UNITS RATE 1 X =-$ Northshore Exteriors 1 X 89,545.00 =89,545.00$ Wayne's Roofing 1 X 566,273.00 =566,273.00$ PNW Enviromental 1 X 10,518.00 =10,518.00$ 1 X 0.00 =-$ 1 X 0.00 =-$ 1 X 0.00 =-$ X =-$ SUBTOTAL 666,336.00$ MARK-UP @ Sub Direct Cost 89,545 6.0%Less Sub Fee 39,980.16$ TOTAL SUBCONTRACTS 706,316.16$ PROPOSAL SUBTOTAL 1,009,438.43$ BONDS/Liability/Builders Risk/B&O Tax 3.000%30,283.15$ PROPOSAL TOTAL 1,039,721.59$ Updated: 9/30/2011 Page 4 of 6 88 Attention:Date: Project:NSE Ref: COP / RFI #:By: Work Description 122 Per Hr 113.33$ 13,826.50$ -$ -$ 50 Per Hr 170.29$ 8,514.60$ -$ -$ 161 Per Hr 103.86$ 16,720.93$ -$ -$ 89 Per Hr 115.90$ 10,315.31$ -$ -$ 4 Per Hr 59.64$ 238.56$ -$ -$ 156 ea 76.60$ 11,949.60$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 4 Per Hr -$ -$ 57.00$ 228.00$ Per Hr -$ -$ 32.29$ -$ 19 Per Hr -$ -$ 396.14$ 7,526.66$ 9 Per Hr -$ -$ 74.28$ 668.52$ Per Hr -$ -$ 89.51$ -$ Per Hr -$ -$ 342.57$ -$ 8 Day -$ -$ 530.00$ 4,240.00$ Day -$ -$ 655.00$ -$ Day -$ -$ 300.00$ -$ 1 EA -$ -$ 150.00$ 150.00$ 13 Exclusions: Note: Signature Name (printed) Date Title 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. Itemized Change Order Proposal NSE-003 Total value of work for this contract before overhead & profit 79,243.51$ % overhead & profit 10,301.66$ Total Value of work for this contract including overhead & profit 89,545.16$ Other Expense: Subtotal of all expenses (labor, materials, & equipment)77,880.59$ Contractor liability insurance = 1.75% of labor, materials, & equipment 1,362.91$ Transportation $4.76 per Field Foreman Hour 423.64$ Subtotals without overhead & profit 64,643.77$ -$ 13,236.82$ Safety act expense @ 2% of direct labor 1,231.31$ Small tools expense @ 3% of direct labor 1,846.96$ 26 Ft Scissor Lift 1000# (rented) Lift Delivery Fee Subtotals 61,565.50$ -$ 12,813.18$ Finn Power Shear Genius RAS 90 Break CNC Router Salvagnini 45 ft boom Manlift (Rented) 65 ft Boom Manlift (Rented) Equipment 20 ft flat bed 8 ft 1/2 ton Field Journeymen Field Foreman Delivery Driver Material 24ga; Kynar Flatsheet Total Rate Total Labor Shop Journeymen Shop Foreman Roof related flashing for both East and West re- roofing scopes including demo of selected wall panel.No of Units Unit Description $/Hour Total $/Unit per request Jeremy Hughes QUANTITIES LABOR MATERIALS EQUIPMENT Tom Romberg 7/6/2022 Tukwila Public Works n/a NORTHSHORE EXTERIORS, INC. 11831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 * 425.740.3700 * Fax 425.740.3701 www.northshoreext.com 89 Northshore Labor Rate Breakdown 90 Tukwial Public Works Fleet & Facilities Building DATE 7/13/2022 PVC Roof Installation Labor JOB NO 22-039 QTY UNIT DESCRIPTION ITEM COST TOTAL 421.00 SQ 20 Year Warranty Fee $13.00 $5,473.00 20.00 TN Disposal $200.00 $4,000.00 421.00 SQ Consumables (Visquuen, Shrink Wrap, Rags)$5.00 $2,105.00 4,678.00 HR ROOFER STANDARD LABOR RATE $82.72 $386,964.16 HR ROOFER OVERTIME LABOR RATE $114.04 3.00 MONTH CREW CAB CREW TRUCK (PER MONTH)$4,285.19 $12,855.57 3.00 MONTH CREW CAB CREW TRUCK (PER MONTH)$4,285.19 $12,855.57 1.00 MONTH 2 TON FLATBED/DUMP TRUCK 2GVWR (PER MONTH)$9,874.91 $9,874.91 10.00 DAY 23 TON BOOM TRUCK (PER DAY)$1,785.27 $17,852.70 3.00 MONTH 8K REACH FORKLFIT (PER MONTH)$9,539.06 $28,617.18 3.00 MONTH 10K GENERATOR $566.22 $1,698.66 3.00 MONTH MOBILE FALL PROTECTION CART $501.10 $1,503.30 3.00 MONTH MOBILE FALL PROTECTION CART $501.10 $1,503.30 3.00 MONTH HOT AIR WELDER AUTOMATIC $769.57 $2,308.71 3.00 MONTH HOT AIR WELDER AUTOMATIC $769.57 $2,308.71 3.00 MONTH CONTAINER, 20 FEET $297.62 $892.86 1.00 LS Signature Safety - Inspection/Audit $500.00 $500.00 TOTAL MATERIALS $11,578.00 TOTAL LABOR $386,964.16 TOTAL EQUIPMENT $92,271.47 SUBTOTAL $490,813.63 13.00 % OH / PROFIT 13%$63,805.77 TOTAL MATERIAL LABOR & EQUIP.$554,619 TOTAL SUBCONTRACTOR $500.00 10.00 % OH / PROFIT 10%$50.00 TOTAL SUBCONTRACTOR $550 2.00 % INSURANCE 2.0%$11,103.39 % BONDING TOTAL PRICE $566,273 002 WRI PM AARON LEONARD JOB NAME CR DESCRIPTION: N/A WRI CR # GC COP # Labor for the Installation of the PVC Roof Membrane recover system at metal roof areas and PVC roof system at lower low slope roof area. COUNTY KING WAYNE'S ROOFING,INC. PO Box 2287 Sumner, WA 98390 MA T E R I A L S LA B O R EQ U I P SU B BREAKDOWN OF COST CR Job #(1-25)2022 7/13/2022, 5:19 PM91 WAYNE' S ROOFING, INC BREAKDOWN OF HOURLY CHARGES EFFECTIVE DATE:02/01/2022 EXPIRES:12/31/2022 ITEM DESCRIPTION SEATTLE AREA Regular Time + 1/2 Double Time ROOFER BASIC WAGE 43.09 64.64 86.18 FRINGE BENEFITS 16.25 16.25 16.25 FICA 3.30 4.94 6.59 SUTA/FUTA 5.53%2.38 3.57 4.77 STATE INDUSTRIAL INSURANCE 2.92 2.47 2.47 GENERAL LIABILITY INSURANCE 4.05 6.08 8.10 SICK LEAVE 2.50%1.08 1.62 2.15 PFML 0.40%0.17 0.26 0.34 SUPERVISION 6.46 9.70 12.93 SMALL TOOLS 2.15 3.23 4.31 WISHA 0.86 1.29 1.72 TOTAL HOURLY RATE - DAYS 82.72 114.04 145.82SHIFT DIFFERENTIAL 8.56 11.56 14.56 OT Premium Portion Only 31.32 63.10 TOTAL HOURLY RATE - NIGHTS 91.28 125.60 160.38 NOTES:Updated 1/28/2022 SEATTLE =King, Kitsap, Mason, Snohomish, Clallam, & Jefferson Counties 92 ROOFING CONTRACTORS EQUIPMENT COST SCHEDULE NATIONAL ROOFING CONTRACTORS ASSOCIATION © N R C A R e p r i n t p e r m i s s i o n g r a n t e d t o D o n G u t h r i e a t W a y n e ' s R o o f i n g , I n c . . No f u r t h e r r e p r o d u c t i o n s a u t h o r i z e d . A u g 0 1 , 2 0 1 8 . 93 6 CRANES, TRUCK-MOUNTED (ALL CONFIGURED WITH JIB) DESCRIPTON COST Month Week Day Hour 8-ton, 65-foot extension, single-axle $179,300.00 $9,525.31 $3,333.86 $1,238.29 $152.41 12-ton, 118-foot extension, tandem-axle, 10,000-pound front, 38,000-pound rear $220,000.00 $11,687.50 $4,090.63 $1,519.38 $187.00 17-ton, 140-foot extension, tandem-axle $220,000.00 $11,687.50 $4,090.63 $1,519.38 $187.00 23 tons, 95 feet $258,500.00 $13,732.81 $4,806.48 $1,785.27 $219.73 371⁄2 ton, 100-foot extendable boom $544,500.00 $28,926.56 $10,124.30 $3,760.45 $462.83 *Add for hydraulic reel package which includes reel, clam, hopper, and tear-off box $22,000.00 $1,168.75 $409.06 $151.94 $18.70 CUT-OFF SAWS DESCRIPTON COST Month Week Day Hour Electric, 12 inches $867.90 $143.75 $50.31 $18.69 $2.30 Gas, 12 inches $1,021.90 $169.25 $59.24 $22.00 $2.71 Gas, 14 inches $1,375.00 $227.73 $79.71 $29.61 $3.64 © N R C A R e p r i n t p e r m i s s i o n g r a n t e d t o D o n G u t h r i e a t W a y n e ' s R o o f i n g , I n c . . No f u r t h e r r e p r o d u c t i o n s a u t h o r i z e d . A u g 0 1 , 2 0 1 8 . 94 8 FELT SLITTERS DESCRIPTON COST Month Week Day Hour Electric, 40 inches $4,392.30 $425.50 $148.93 $55.32 $6.81 Hand-operated, 40 inches $1,424.50 $138.00 $48.30 $17.94 $2.21 FORKLIFTS, STRAIGHT-MAST DESCRIPTON COST Month Week Day Hour Four-wheeled, 20 feet, 6,000-pound capacity $40,425.00 $2,804.48 $981.57 $364.58 $44.87 Four-wheeled, 30 feet, 8,000-pound capacity $53,515.00 $3,712.60 $1,299.41 $482.64 $59.40 FRONT-END LOADERS DESCRIPTON COST Month Week Day Hour Deck-top, four-wheel drive, riding unite with front-end loader attachment $19,249.99 $1,022.66 $357.93 $132.95 $16.36 Ground skid-steer loader, riding unit $18,150.00 $964.22 $337.48 $125.35 $15.43 FORKLIFTS AND HIGHTLIFTS, REACH-TYPE DESCRIPTON COST Month Week Day Hour Four-wheeled, diesel, 20-foot forklift 5,000- pound capacity $82,500.00 $5,723.44 $2,003.20 $744.05 $91.58 Four-wheeled, diesel, 36-foot forklift 6,000- pound capacity $97,900.00 $6,791.81 $2,377.13 $882.94 $108.67 Four-wheeled, diesel, 42-foot forklift 8,000- pound capacity $137,500.00 $9,539.06 $3,338.67 $1,240.08 $152.63 Four-wheeled, diesel, 54-foot forklift 10,000- pound capacity $163,900.00 $11,370.56 $3,979.70 $1,478.17 $181.93 Manlift, 40 feet $37,514.40 $2,602.56 $910.90 $338.33 $41.64 © N R C A R e p r i n t p e r m i s s i o n g r a n t e d t o D o n G u t h r i e a t W a y n e ' s R o o f i n g , I n c . . No f u r t h e r r e p r o d u c t i o n s a u t h o r i z e d . A u g 0 1 , 2 0 1 8 . 95 9 GENERATORS, PORTABLE DESCRIPTON COST Month Week Day Hour 2,500 watts $1,089.00 $112.30 $39.31 $14.60 $1.80 4,000 watts $2,090.00 $215.53 $75.44 $28.02 $3.45 8,000 watts $3,245.00 $334.64 $117.12 $43.50 $5.35 9,000 watts $2,935.90 $302.76 $105.97 $39.36 $4.84 10,000 watts $5,494.50 $566.62 $198.32 $73.66 $9.07 15,000 watts $6,154.50 $634.68 $222.14 $82.51 $10.15 GRAVEL SCRAPERS DESCRIPTON COST Month Week Day Hour Rotary with 8-inch cutting tool $2,194.50 $308.60 $108.01 $40.12 $4.94 Rotary with 12-inch cutting tool $3,646.50 $512.79 $179.48 $66.66 $8.20 Scratcher with 12- to 12-inch cutting tool $3,955.60 $556.26 $194.69 $72.31 $8.90 © N R C A R e p r i n t p e r m i s s i o n g r a n t e d t o D o n G u t h r i e a t W a y n e ' s R o o f i n g , I n c . . No f u r t h e r r e p r o d u c t i o n s a u t h o r i z e d . A u g 0 1 , 2 0 1 8 . 96 24 SAFETY EQUIPMENT DESCRIPTON COST Month Week Day Hour 50-foot fall-protection kit, includes harness, anchor rope grab, lanyard and lifeline $109.95 $16.84 $5.89 $2.19 $0.27 Fall-arrest system, mobile $4,524.30 $692.78 $242.47 $90.06 $11.08 Fire extinguisher, 10 pounds, 4A-60BC $150.48 $23.04 $8.06 $3.00 $0.37 Guardrail with base, 10 feet for low-slope $423.50 $64.85 $22.70 $8.43 $1.04 Guardrail system for steep-slope, 16 feet (two corners and one regular post) $91.25 $13.97 $4.89 $1.82 $0.22 Horizontal lifeline roof system and kits $3,392.42 $519.46 $181.81 $67.53 $8.31 Lifelines, retractable, 50-foot cable $621.45 $95.16 $33.31 $12.37 $1.52 Mobile fall-protection system, four-wheel cart $2,722.50 $416.88 $145.91 $54.19 $6.67 Mobile fall-protection system, four-wheel cart, 4-person capacity $3,272.50 $501.10 $175.39 $65.14 $8.02 Mounting bracket with retractable system, 50 feet $1,492.70 $228.57 $80.00 $29.71 $3.66 Respirator with cartridge, half mask $11.39 $1.74 $0.61 $0.23 $0.03 Respirator, Dust/Mist NIOSH/MSHA-approved for dusts and mists with a PEL not less than .05 mg/m3 $25.30 $3.87 $1.36 $0.50 $0.06 Respirator with cartridge, full maks $112.81 $17.27 $6.05 $2.25 $0.28 Scaffolding, 11 foot tall rolling tower, 5 feet by 10 feet $1,788.60 $273.88 $95.86 $35.60 $4.38 Scaffolding system, mobile $3,678.40 $563.26 $197.14 $73.22 $9.01 Skylight screen (4'x8')$399.30 $61.14 $21.40 $7.95 $0.98 Warning lines, perimeter $434.50 $66.53 $23.29 $8.65 $1.06 © N R C A R e p r i n t p e r m i s s i o n g r a n t e d t o D o n G u t h r i e a t W a y n e ' s R o o f i n g , I n c . . No f u r t h e r r e p r o d u c t i o n s a u t h o r i z e d . A u g 0 1 , 2 0 1 8 . 97 28 SINGLE-PLY TOOLS DESCRIPTON COST Month Week Day Hour Adhesive spreader, manual, 14 inches $506.00 $83.81 $29.33 $10.89 $1.34 Advesive super spreader, 40 inches $598.40 $99.11 $34.69 $12.88 $1.59 Caulking dispenser, bulk $660.00 $109.31 $38.26 $14.21 $1.75 Caulking gun, battery powered $275.00 $45.55 $15.94 $5.92 $0.73 Seam-finishing tool, drill attachment $88.32 $14.63 $5.12 $1.90 $0.23 SINGLE-PLY EQUIPMENT DESCRIPTON COST Month Week Day Hour Induction welding portable bonding unit and magnetic heat sinks, with carrying cases $6,484.50 $1,074.00 $375.90 $139.62 $17.18 Heat sink magnets—6PK $1,610.13 $266.68 $93.34 $34.67 $4.27 Powered adhesive roller $6,160.00 $465.85 $163.05 $60.56 $7.45 Powered seam hand roller, gas or electric $2,785.15 $210.63 $73.72 $27.38 $3.37 Welder, detail (tri-ac)$302.50 $22.88 $8.01 $2.97 $0.37 Welder, hot air, automatic $10,176.10 $769.57 $269.35 $100.04 $12.31 Welder, hot air, handheld $302.50 $22.88 $8.01 $2.97 $0.37 © N R C A R e p r i n t p e r m i s s i o n g r a n t e d t o D o n G u t h r i e a t W a y n e ' s R o o f i n g , I n c . . No f u r t h e r r e p r o d u c t i o n s a u t h o r i z e d . A u g 0 1 , 2 0 1 8 . 98 STORAGE UNITS DESCRIPTON COST Month Week Day Hour Container, 20 feet $4,290.00 $297.62 $104.17 $38.69 $4.76 Container, 40 feet $5,830.00 $404.46 $141.56 $52.58 $6.47 Dump trailer/tear-off trailer $22,550.00 $1,564.41 $547.54 $203.37 $25.03 Flatbed, 40-foot trailer $19,250.00 $1,335.47 $467.41 $173.61 $21.37 Office-type, 8 feet by 32 feet $22,572.00 $1,565.93 $548.08 $203.57 $25.05 Office-type, 10 feet by 40 feet $28,589.00 $1,983.36 $694.18 $257.84 $31.73 Office-type, 12 feet by 56 feet $41,101.50 $2,851.42 $998.00 $370.68 $45.62 Portable toilet $1,483.46 $102.92 $36.02 $13.38 $1.65 Van (pup), 20 feet $49,500.00 $3,434.06 $1,201.92 $446.43 $54.95 Van, 40 feet $35,090.00 $2,434.37 $852.03 $316.47 $38.95 30 © N R C A R e p r i n t p e r m i s s i o n g r a n t e d t o D o n G u t h r i e a t W a y n e ' s R o o f i n g , I n c . . No f u r t h e r r e p r o d u c t i o n s a u t h o r i z e d . A u g 0 1 , 2 0 1 8 . 99 34 TRUCKS (AUTO TRANSMISSION, A/C, AM/FM RADIO) DESCRIPTON COST Month Week Day Hour 1⁄2-ton pickup, extended cab, V8 gasoline, 6,400 GVWR $39,319.50 $2,826.09 $989.13 $367.39 $45.22 3/4-ton pickup, extended cab diesel, 9,200 GVWR $46,101.00 $3,313.51 $1,159.73 $430.76 $53.02 1-ton pickup, extended cab diesel, 9,200 GVWR $54,725.00 $3,933.36 $1,376.68 $511.34 $62.93 1-ton pickup, crew cab diesel, single rear wheels, 9,200 GVWR $47,300.00 $3,399.69 $1,189.89 $441.96 $54.40 1-ton pickup, crew cab diesel, dual rear wheels, 11,400 GVWR $59,620.00 $4,285.19 $1,499.82 $557.07 $68.56 1-ton service van, V8 gasoline, 155-inch wheel base, 9,600 GVWR $39,968.50 $2,872.74 $1,005.46 $373.46 $45.96 1-ton stake bed (12 feet), single cab diesel, dual rear wheels, 11,400 GVWR $37,508.90 $2,695.95 $943.58 $350.47 $43.14 1-ton stake bed (9 feet), crew cab diesel, sin- gle rear wheels, 9,200 GVWR $36,074.50 $2,592.85 $907.50 $337.07 $41.49 1-ton stake bed (9 feet), crew cab diesel, dual rear wheels, 11,400 GVWR $58,297.80 $4,190.15 $1,466.55 $544.72 $67.04 1 1⁄2-ton stake bed (16 feet), single cab diesel, dual rear wheels, 18,000 GVWR $63,630.60 $4,573.45 $1,600.71 $594.55 $73.18 2-ton stake bed (20 feet), single cab diesel, dual rear wheels, 25,950 GVWR $58,103.10 $4,176.16 $1,461.66 $542.90 $66.82 © N R C A R e p r i n t p e r m i s s i o n g r a n t e d t o D o n G u t h r i e a t W a y n e ' s R o o f i n g , I n c . . No f u r t h e r r e p r o d u c t i o n s a u t h o r i z e d . A u g 0 1 , 2 0 1 8 . 100 VACUUMS AND BLOWERS DESCRIPTON COST Month Week Day Hour Back-pack blower $906.95 $150.21 $52.57 $19.53 $2.40 Roof blower, 5 h.p.$825.00 $136.64 $47.82 $17.76 $2.19 Roof dryer, 5 h.p(LPG)$1,496.00 $247.78 $86.72 $32.21 $3.96 35 TRUCKS (AUTO TRANSMISSION, A/C, AM/FM RADIO) (continued) 1 1⁄2-ton dump bed (16 feet) diesel, enclosed sides, dual rear wheels, 18,000 GVWR $60,467.00 $4,346.07 $1,521.12 $564.99 $69.54 2-ton dump bed (20 feet), diesel, enclosed sides, dual rear wheels, 25,950 GVWR $137,390.00 $9,874.91 $3,456.22 $1,283.74 $158.00 2-ton scissor-lift truck, 16 foot bed, 25, 950 GVWR $138,413.00 $9,948.43 $3,481.95 $1,293.30 $159.17 Tractor, road (nonsleeper), 350-h. pengine, tandem axle $147,400.00 $10,594.38 $3,708.03 $1,377.27 $169.51 Tractor, yard/spotter, tandem axle $115,390.00 $8,293.66 $2,902.78 $1,078.18 $132.70 Vacuum loader, trailer- mounted, industrial $111,980.00 $18,546.69 $6,491.34 $2,411.07 $296.75 TRUCK ACCESSORIES DESCRIPTON COST Month Week Day Hour Ladder/equipment rack $1,095.60 $78.75 $27.56 $10.24 $1.26 © N R C A R e p r i n t p e r m i s s i o n g r a n t e d t o D o n G u t h r i e a t W a y n e ' s R o o f i n g , I n c . . No f u r t h e r r e p r o d u c t i o n s a u t h o r i z e d . A u g 0 1 , 2 0 1 8 . 101 WAYNE' S ROOFING, INC BREAKDOWN OF HOURLY CHARGES EFFECTIVE DATE:02/01/2022 EXPIRES:12/31/2022 ITEM DESCRIPTION SEATTLE AREA Regular Time + 1/2 Double Time ROOFER BASIC WAGE 43.09 64.64 86.18 FRINGE BENEFITS 16.25 16.25 16.25 FICA 3.30 4.94 6.59 SUTA/FUTA 5.53%2.38 3.57 4.77 STATE INDUSTRIAL INSURANCE 2.92 2.47 2.47 GENERAL LIABILITY INSURANCE 4.05 6.08 8.10 SICK LEAVE 2.50%1.08 1.62 2.15 PFML 0.40%0.17 0.26 0.34 SUPERVISION 6.46 9.70 12.93 SMALL TOOLS 2.15 3.23 4.31 WISHA 0.86 1.29 1.72 TOTAL HOURLY RATE - DAYS 82.72 114.04 145.82SHIFT DIFFERENTIAL 8.56 11.56 14.56 OT Premium Portion Only 31.32 63.10 TOTAL HOURLY RATE - NIGHTS 91.28 125.60 160.38 NOTES:Updated 1/28/2022 SEATTLE =King, Kitsap, Mason, Snohomish, Clallam, & Jefferson Counties 102 Project No.10-21-2010 COR ID Extra ID Date Approved Date 0.DIRECT PROJECT MANAGEMENT a.Project Manager -$ b.Assistant Project Manager -$ c.Project Engineer -$ d.Project Safety Manager -$ e.Mobilization 539$ Subtotal Project Management 539$ 1.DIRECT TRADE LABOR a.Journeyman and Apprentice 3,415$ b.Foreman -$ c.Superintendent -$ d.Direct Supervision @15% of 1.a 0%-$ e.Safety 0%-$ Subtotal Labor 3,415$ 2.DIRECT MATERIAL COST 4,270 3.EQUIPMENT COST 1,420 4.SMALL TOOLS 0%- Subtotal 2-4 5,690$ 5.Overhead and Profit a. Overhead on first $50,000.00 8%772 b.Overhead on excess of $50,000 8%- c.Profit on lines 1-4 4%386 1,157$ 6.Subcontractors a. b. c. d. Subtotal Subcontractors -$ 7.Overhead and Profit on Subcontractors a. Overhead on first $50,000.00 4%- b.Overhead on excess of $50,000 4%- c.Profit on lines 1-4 2%- -$ 7.Insurance and Bonds GL Insurance 1.95%of Total 205 B&O Tax 0.484%of Total 51 256$ Total COP Price 10,518$ Project Change Order Request Summary Project Name Tukwila Public Works Fleet Status COR Description Extra Description Scope of Work 103 Pacific Northwest Environmantal LLC COR Details Project Name:Tukwila Public Works Fleet | COR - Project No.:10-21-2010 | Total Description Hours Rate Cost Quantity Units Unit Cost Cost Quantity Units Unit Cost Cost Cost General Conditions 539.44$ 4,270.00$ 1,420.00$ 6,229.44$ EMP ID Direct Project Management 539.44$ -$ -$ 539.44$ Mobilization / Eq and Supply Delivery and Pic 2.00 Ea 8.00 67.43 539.44 - - 539.44 01-200 Site Supplies and Equipment -$ 970.00$ 1,320.00$ 2,290.00$ PPE - - - 25 Sets 15.00 375.00 - 375.00 Waste Packaging - Drop Box Liners - - - 2 ea 150.00 300.00 Waste Packaging - 6 mil Poly - - - 1 roll 95.00 95.00 - 95.00 - - - - - - Reach Forklift - - - 1 Ea 200.00 200.00 1 Ea 1,100.00 1,100.00 1,300.00 Lift Pick-up/Delivery - - - - 2 Ea 110.00 220.00 220.00 01-800 Waste Disposal and Handling -$ 3,300.00$ -$ 3,300.00$ 01-800 Waste Transport - - - 3 Loads 300 900.00 - 900.00 Waste Disposal - - 12 Tons 200 2,400.00 - 2,400.00 - - - - - 10-700 Inspections Testing and Design -$ -$ 100.00$ 100.00$ Personal Air Monitoring - - - 4 Ea 25 100.00 100.00 Hazardous Materials Abatement 3,414.76$ -$ -$ 3,414.76$ 20-AAA Asbestos Abatement 3,414.76$ -$ -$ 3,414.76$ Roof Removal 1,800.00 SF 50.00 68.30 3,414.76 - - 3,414.76 Totals 3,954.20$ 4,270.00$ 1,420.00$ 9,644.20$ Labor Materials Equipment Quantity Page 2 of 2 J:\PNE LLC\Projects\2021 - WA\10-21-2010 Tukwila Public Works Fleet\Contract Management\Contract\COs and CORs\COR 10 Roof\21-1010 COR 10.xlsx21-1010 COR 10.xlsx 104 CHANGE PROPOSAL REQUEST Lincoln Construction Public Works Fleet and Facilities To:COP NO:046A1 CCD/PR No.: COPR 002 Date: Project: Attn.: LCI Project No.: 1239 A.TOTAL MATERIAL/EQ BASE COST -$ B.TOTAL LABOR COST -$ SUBTOTAL -$ C.OVERHEAD AND PROFIT (13%)-$ SUBTOTAL -$ D.SUBCONTRACT COST 27,566.00$ E.OVERHEAD AND PROFIT ON SUBCONTRACT COST (6%)1,653.96$ SUBTOTAL 29,219.96$ H.BOND (GC ONLY)876.60$ SUBTOTAL 876.60$ TOTAL CHANGE PROPOSAL COST 30,097$ CONTRACT TIME ADJUSTMENT (DAYS)TBD Thomas Romberg 0 CONTRACTOR Tom Romberg DATE 7/15/2022 7/15/2022 City of Tukwila Tukwila Public Works Fleet & Facilities Building Lincoln Construction, Inc. 01114.00 g3.3 (2)105 Lincoln Construction Change Order Request To:Date: COP #:046A1 Owner COP/CCD/PR #:COPR 002 Re:Public Works Fleet and Facilities Please provide a change order for the following work: Total price per attached breakdown: State and local sales tax:include X not included Extension of time: We have proceeded with the work Work will not proceed without formal authorization This price is good for 5 days from the above date, after which this request is subject to revision. Sincerely,Thomas Romberg-Project Manager 7/15/2022 $30,097 TBD City of Tukwila Roof envelope per COPR 002 Alternate 1 added nailer 106 Lincoln Construction CHANGE ORDER REQUEST SUMMARY Public Works Fleet and Facilities COP:046A1 REV:000 ATE:7/15/2022 DESCRIPTION:Owner COP/CCD/PR #:COPR 002 LABOR HOURS RATE TOTAL PROJECT MANAGER X 95.00 =-$ SUPERINTENDENT X 88.95 =-$ ASSISTANT SUPERINTENDENT X 77.15 =-$ CARPENTER X 75.85 =-$ LABORER X 67.72 =-$ X =-$ X =-$ SUBTOTAL -$ SMALL TOOL ALLOWANCE @ 0.0%-$ SUBTOTAL -$ MARK-UP @ 13.0%-$ TOTAL LABOR -$ MATERIALS/EQUIPMENT PHASE CODE UNITS RATE 1 X =-$ 1 X =-$ 1 X =-$ 1 X =-$ SUBTOTAL -$ USE TAX ON MATERIALS AND EQUIPMENT 0.0%-$ MARK-UP @ 13.0%-$ TOTAL MATERIAL/EQUIPMENT -$ SUBCONTRACTS PHASE CODE UNITS RATE 1 X =-$ Northshore Exteriors 1 X 27,566.00 =27,566.00$ 1 X 0.00 =-$ 1 X 0.00 =-$ 1 X 0.00 =-$ 1 X 0.00 =-$ 1 X 0.00 =-$ X =-$ SUBTOTAL 27,566.00$ MARK-UP @ Sub Direct Cost 27,566 6.0%Less Sub Fee 1,653.96$ TOTAL SUBCONTRACTS 29,219.96$ PROPOSAL SUBTOTAL 29,219.96$ BONDS/Liability/Builders Risk/B&O Tax 3.000%876.60$ PROPOSAL TOTAL 30,096.56$ Updated: 9/30/2011 Page 4 of 6 107 Attention:Date: Project:NSE Ref: COP / RFI #:By: Work Description 0 Per Hr 113.33$ -$ -$ -$ 0 Per Hr 170.29$ -$ -$ -$ 64 Per Hr 103.86$ 6,646.83$ -$ -$ 64 Per Hr 115.90$ 7,417.75$ -$ -$ 2 Per Hr 59.64$ 119.28$ -$ -$ 250 ea 16.39$ 4,097.50$ -$ -$ 5 ea 225.00$ 1,125.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 2 Per Hr -$ -$ 57.00$ 114.00$ Per Hr -$ -$ 32.29$ -$ 0 Per Hr -$ -$ 396.14$ -$ 0 Per Hr -$ -$ 74.28$ -$ Per Hr -$ -$ 89.51$ -$ Per Hr -$ -$ 342.57$ -$ 6 Day -$ -$ 530.00$ 3,180.00$ Day -$ -$ 655.00$ -$ Day -$ -$ 300.00$ -$ 0 EA -$ -$ 150.00$ -$ 13 Exclusions: Note: Signature Name (printed) Date Title 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. Itemized Change Order Proposal NSE-004 Total value of work for this contract before overhead & profit 24,394.89$ % overhead & profit 3,171.34$ Total Value of work for this contract including overhead & profit 27,566.22$ Other Expense: Subtotal of all expenses (labor, materials, & equipment)23,975.32$ Contractor liability insurance = 1.75% of labor, materials, & equipment 419.57$ Transportation $4.76 per Field Foreman Hour 304.64$ Subtotals without overhead & profit 20,376.68$ -$ 3,598.64$ Safety act expense @ 2% of direct labor 388.13$ Small tools expense @ 3% of direct labor 582.19$ 26 Ft Scissor Lift 1000# (rented) Lift Delivery Fee Subtotals 19,406.36$ -$ 3,294.00$ Finn Power Shear Genius RAS 90 Break CNC Router Salvagnini 45 ft boom Manlift (Rented) 65 ft Boom Manlift (Rented) Equipment 20 ft flat bed 8 ft 1/2 ton Field Journeymen Field Foreman Delivery Driver Material 2x4x12 HT i/w shield Total Rate Total Labor Shop Journeymen Shop Foreman Alt #1 including 2x nailer (x2) with SA waterproofing strip in. No of Units Unit Description $/Hour Total $/Unit per request Jeremy Hughes QUANTITIES LABOR MATERIALS EQUIPMENT Tom Romberg 7/6/2022 Tukwila Public Works n/a NORTHSHORE EXTERIORS, INC. 11831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 * 425.740.3700 * Fax 425.740.3701 www.northshoreext.com 108 CHANGE PROPOSAL REQUEST Lincoln Construction Public Works Fleet and Facilities To:COP NO:046A2 CCD/PR No.: COPR 002 Date: Project: Attn.: LCI Project No.: 1239 A.TOTAL MATERIAL/EQ BASE COST 6,600.00$ B.TOTAL LABOR COST -$ SUBTOTAL 6,600.00$ C.OVERHEAD AND PROFIT (13%)858.00$ SUBTOTAL 858.00$ D.SUBCONTRACT COST 87,009.00$ E.OVERHEAD AND PROFIT ON SUBCONTRACT COST (6%)5,220.54$ SUBTOTAL 92,229.54$ H.BOND (GC ONLY)2,990.63$ SUBTOTAL 2,990.63$ TOTAL CHANGE PROPOSAL COST 102,678$ CONTRACT TIME ADJUSTMENT (DAYS)TBD Thomas Romberg 0 CONTRACTOR Tom Romberg DATE 7/15/2022 7/15/2022 City of Tukwila Tukwila Public Works Fleet & Facilities Building Lincoln Construction, Inc. 01114.00 g3.3 (2)109 Lincoln Construction Change Order Request To:Date: COP #:046A2 Owner COP/CCD/PR #:COPR 002 Re:Public Works Fleet and Facilities Please provide a change order for the following work: Total price per attached breakdown: State and local sales tax:include X not included Extension of time: We have proceeded with the work Work will not proceed without formal authorization This price is good for 5 days from the above date, after which this request is subject to revision. Sincerely,Thomas Romberg-Project Manager 7/15/2022 $102,678 TBD City of Tukwila Roof envelope per COPR 002 Alternate 2 Gutters and Downspouts 110 Lincoln Construction CHANGE ORDER REQUEST SUMMARY Public Works Fleet and Facilities COP:046A2 REV:000 ATE:7/15/2022 DESCRIPTION:Owner COP/CCD/PR #:COPR 002 LABOR HOURS RATE TOTAL PROJECT MANAGER X 95.00 =-$ SUPERINTENDENT X 88.95 =-$ ASSISTANT SUPERINTENDENT X 77.15 =-$ CARPENTER X 75.85 =-$ LABORER X 67.72 =-$ X =-$ X =-$ SUBTOTAL -$ SMALL TOOL ALLOWANCE @ 0.0%-$ SUBTOTAL -$ MARK-UP @ 13.0%-$ TOTAL LABOR -$ MATERIALS/EQUIPMENT PHASE CODE UNITS RATE 1 X =-$ Dumpster 3 X 2,200.00 =6,600.00$ 1 X =-$ 1 X =-$ SUBTOTAL 6,600.00$ USE TAX ON MATERIALS AND EQUIPMENT 0.0%-$ MARK-UP @ 13.0%858.00$ TOTAL MATERIAL/EQUIPMENT 7,458.00$ SUBCONTRACTS PHASE CODE UNITS RATE 1 X =-$ Northshore Exteriors 1 X 87,009.00 =87,009.00$ 1 X 0.00 =-$ 1 X 0.00 =-$ 1 X 0.00 =-$ 1 X 0.00 =-$ 1 X 0.00 =-$ X =-$ SUBTOTAL 87,009.00$ MARK-UP @ Sub Direct Cost 87,009 6.0%Less Sub Fee 5,220.54$ TOTAL SUBCONTRACTS 92,229.54$ PROPOSAL SUBTOTAL 99,687.54$ BONDS/Liability/Builders Risk/B&O Tax 3.000%2,990.63$ PROPOSAL TOTAL 102,678.17$ Updated: 9/30/2011 Page 4 of 6 111 Attention:Date: Project:NSE Ref: COP / RFI #:By: Work Description 103 Per Hr 113.33$ 11,673.19$ -$ -$ 43 Per Hr 170.29$ 7,322.55$ -$ -$ 148 Per Hr 103.86$ 15,370.80$ -$ -$ 98 Per Hr 115.90$ 11,358.43$ -$ -$ 2 Per Hr 59.64$ 119.28$ -$ -$ 65 ea 76.60$ 4,979.00$ -$ -$ 30 ea 60.00$ 1,800.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 2 Per Hr -$ -$ 57.00$ 114.00$ Per Hr -$ -$ 32.29$ -$ 30 Per Hr -$ -$ 396.14$ 11,884.20$ 48 Per Hr -$ -$ 74.28$ 3,565.44$ Per Hr -$ -$ 89.51$ -$ Per Hr -$ -$ 342.57$ -$ 8 Day -$ -$ 530.00$ 4,240.00$ Day -$ -$ 655.00$ -$ Day -$ -$ 300.00$ -$ 1 EA -$ -$ 150.00$ 150.00$ 13 Exclusions: Note: Signature Name (printed) Date Title 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. Itemized Change Order Proposal NSE-005 Total value of work for this contract before overhead & profit 76,998.84$ % overhead & profit 10,009.85$ Total Value of work for this contract including overhead & profit 87,008.69$ Other Expense: Subtotal of all expenses (labor, materials, & equipment)75,674.53$ Contractor liability insurance = 1.75% of labor, materials, & equipment 1,324.30$ Transportation $4.76 per Field Foreman Hour 466.48$ Subtotals without overhead & profit 55,254.41$ -$ 20,420.12$ Safety act expense @ 2% of direct labor 1,052.47$ Small tools expense @ 3% of direct labor 1,578.70$ 26 Ft Scissor Lift 1000# (rented) Lift Delivery Fee Subtotals 52,623.25$ -$ 19,953.64$ Finn Power Shear Genius RAS 90 Break CNC Router Salvagnini 45 ft boom Manlift (Rented) 65 ft Boom Manlift (Rented) Equipment 20 ft flat bed 8 ft 1/2 ton Field Journeymen Field Foreman Delivery Driver Material 24ga; Kynar Flatsheet 24ga; Galvalume flatsheet Total Rate Total Labor Shop Journeymen Shop Foreman ADD ALTERNATE #2; Includes gutters, drip edge, spacer, downspouts, and demo of existing downspouts and gutters (disposal fees not included). No of Units Unit Description $/Hour Total $/Unit per request Jeremy Hughes QUANTITIES LABOR MATERIALS EQUIPMENT Tom Romberg 7/6/2022 Tukwila Public Works n/a NORTHSHORE EXTERIORS, INC. 11831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 * 425.740.3700 * Fax 425.740.3701 www.northshoreext.com 112 CHANGE PROPOSAL REQUEST Lincoln Construction Public Works Fleet and Facilities To:COP NO:046A3R1 CCD/PR No.: COPR 002 Date: Project: Attn.: LCI Project No.: 1239 A.TOTAL MATERIAL/EQ BASE COST 11,100.00$ B.TOTAL LABOR COST 4,269.60$ SUBTOTAL 15,369.60$ C.OVERHEAD AND PROFIT (13%)1,998.05$ SUBTOTAL 1,998.05$ D.SUBCONTRACT COST 254,175.00$ E.OVERHEAD AND PROFIT ON SUBCONTRACT COST (6%)15,250.50$ SUBTOTAL 269,425.50$ H.BOND (GC ONLY)8,603.79$ SUBTOTAL 8,603.79$ TOTAL CHANGE PROPOSAL COST 295,397$ CONTRACT TIME ADJUSTMENT (DAYS)TBD Thomas Romberg 0 CONTRACTOR Tom Romberg DATE 8/10/2022 8/10/2022 City of Tukwila Tukwila Public Works Fleet & Facilities Building Lincoln Construction, Inc. 01114.00 g3.3 (2)113 Lincoln Construction Change Order Request To:Date: COP #:046A3R1 Owner COP/CCD/PR #:COPR 002 Re:Public Works Fleet and Facilities Please provide a change order for the following work: Total price per attached breakdown: State and local sales tax:include X not included Extension of time: We have proceeded with the work Work will not proceed without formal authorization This price is good for 5 days from the above date, after which this request is subject to revision. Sincerely, Thomas Romberg-Project Manager 8/10/2022 $ 295,397 TBD City of Tukwila Roof envelope per COPR 002 Alternate 3 Exterior Siding and Painting. Lead times on siding are assumed to be 8 to 12 weeks. Painting cannot take place until spring of 2023. Excludes any additional framing, mechanical, electrical, caulking, structural work, gutters and downspouts. 114 Lincoln Construction CHANGE ORDER REQUEST SUMMARY Public Works Fleet and Facilities COP:046A3 REV:001 ATE:8/10/2022 DESCRIPTION:Owner COP/CCD/PR #:COPR 002 A3 LABOR HOURS RATE TOTAL PROJECT MANAGER X 95.00 =-$ SUPERINTENDENT 48 X 88.95 =4,269.60$ ASSISTANT SUPERINTENDENT X 77.15 =-$ CARPENTER X 75.85 =-$ LABORER X 67.72 =-$ X =-$ X =-$ SUBTOTAL 4,269.60$ SMALL TOOL ALLOWANCE @ 0.0%-$ SUBTOTAL 4,269.60$ MARK-UP @ 13.0%555.05$ TOTAL LABOR 4,824.65$ MATERIALS/EQUIPMENT PHASE CODE UNITS RATE 1 X =-$ Dumpster 6 X 1,600.00 =9,600.00$ Sweeper 1 X 1,500.00 =1,500.00$ 1 X =-$ SUBTOTAL 11,100.00$ USE TAX ON MATERIALS AND EQUIPMENT 0.0%-$ MARK-UP @ 13.0%1,443.00$ TOTAL MATERIAL/EQUIPMENT 12,543.00$ SUBCONTRACTS PHASE CODE UNITS RATE 1 X =-$ Northshore Exteriors 1 X 183,755.00 =183,755.00$ Todd Robinson 1 X 70,420.00 =70,420.00$ 1 X 0.00 =-$ 1 X 0.00 =-$ 1 X 0.00 =-$ 1 X 0.00 =-$ X =-$ SUBTOTAL 254,175.00$ MARK-UP @ Sub Direct Cost 183,755 6.0%Less Sub Fee 15,250.50$ TOTAL SUBCONTRACTS 269,425.50$ PROPOSAL SUBTOTAL 286,793.15$ BONDS/Liability/Builders Risk/B&O Tax 3.000%8,603.79$ PROPOSAL TOTAL 295,396.94$ Updated: 9/30/2011 Page 5 of 7 115 Attention:Date: Project:NSE Ref: COP / RFI #:By: Work Description 160 Per Hr 105.70$ 16,911.45$ -$ -$ 110 Per Hr 138.65$ 15,251.16$ -$ -$ 280 Per Hr 98.18$ 27,491.41$ -$ -$ 280 Per Hr 105.99$ 29,676.61$ -$ -$ 62 Per Hr 138.65$ 8,596.30$ -$ -$ 12 Per Hr 52.07$ 624.83$ -$ -$ 5352 sf 3.50$ 18,732.00$ -$ 56 sheets 78.75$ 4,410.11$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 12 Per Hr -$ -$ 57.00$ 684.00$ Per Hr -$ -$ 32.29$ -$ 72 Per Hr -$ -$ 396.14$ 28,522.08$ 90 Per Hr -$ -$ 74.28$ 6,685.20$ Per Hr -$ -$ 89.51$ -$ Per Hr -$ -$ 342.57$ -$ Day -$ -$ 530.00$ -$ Day -$ -$ 655.00$ -$ 3 Day -$ -$ 300.00$ 900.00$ EA -$ -$ 150.00$ -$ 13 Exclusions: Note: Signature Name (printed) Date Title Custom colors, any framing, wood and or wood working, lead and or pipe flashings, any exposed caulking, any Demo, liquid applied flashings, saw cutting, any insulation / scrim work, any interior work, any hoisting, and any work at downspouts. 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. Total value of work for this contract before overhead & profit 162,614.77$ % overhead & profit 21,139.92$ Total Value of work for this contract including overhead & profit 183,754.69$ Other Expense: Subtotal of all expenses (labor, materials, & equipment)159,817.95$ Contractor liability insurance = 1.75% of labor, materials, & equipment 2,796.81$ Transportation $4.76 per Field Foreman Hour 1,332.80$ Subtotals without overhead & profit 121,693.87$ -$ 38,124.08$ 36,791.28$ Safety act expense @ 0% of direct labor -$ Small tools expense @ 0% of direct labor -$ 65 ft Boom Manlift (Rented) Forklift (rented) Lift Delivery Fee Subtotals 121,693.87$ -$ 8 ft 1/2 ton Finn Power Shear Genius RAS 90 Break CNC Router Salvagnini 45 ft boom Manlift (Rented) Flat sheet Equipment 20 ft flat bed Field Journeymen Field Foreman Project Admin (drawings, PM) Delivery Driver Material Metal Wall Panel Total Rate Total Labor Shop Journeymen Shop Foreman ALT 3 request to price wall panel replacement per drawings provided. Revision to add cut and demo of old panels.No of Units Unit Description $/Hour Total $/Unit Request for Alt 3 Pricing - Wall Panel Jeremy Hughes QUANTITIES LABOR MATERIALS EQUIPMENT Itemized Change Order Proposal Tom Romberg 7/28/2022 Tukwila Public Works 6233-006 Rev.2 NORTHSHORE EXTERIORS, INC. 11831 BEVERLY PARK ROAD, BLDG C * EVERETT, WA 98204 * 425.740.3700 * Fax 425.740.3701 www.northshoreext.com 116 PROJECT:Tukwila Public Works Fleet & Facilities Building - Exterior Painting DATE:7/19/2022 DESCRIPTION: Clean, prime as needed, and paint exterior of building as shown on sheet A3.4 of plans dated 07.15.2022. Work to be done Spring of 2023. Exclusions/Notes:Caulking/sealants, painting at Pre-Manufactured Steel Stairs, interior side of doors/frames/overhead doors/track, auto gates/fencing, electrical equipment, traffic/pavement markings, interior work, WSST. LABOR MATERIAL SUB TIER EQUIPMENT LABOR $MATERIAL $SUB TIER $EQUIPMENT DESCRIPTION QTY UNIT $/UNIT $/UNIT $/UNIT $/UNIT EXTENSION EXTENSION EXTENSION EXTENSION TOTAL Labor - Forman 147.0 hr $67.67 $9,947.49 $0.00 $0.00 $0.00 $9,947.49 Labor - Regular 147.0 hr $66.17 $9,726.99 $0.00 $0.00 $0.00 $9,726.99 Pro Industrial Heavy Duty Block Filler 30.0 gal $19.09 $0.00 $572.70 $0.00 $0.00 $572.70 Bond-Plex Waterbased Acrylic Coating 146.0 gal $96.32 $0.00 $14,062.72 $0.00 $0.00 $14,062.72 Performance Acryic Semi- Gloss 338.0 week $47.82 $0.00 $16,163.16 $0.00 $0.00 $16,163.16 Lift - 45' articulating 4WD 2.0 week $1,892.00 $0.00 $0.00 $0.00 $3,784.00 $3,784.00 Lift - 60' stick boom lift 4WD 2.0 gal $1,648.00 $0.00 $0.00 $0.00 $3,296.00 $3,296.00 Lift Fuel 195.0 gal $5.32 $0.00 $0.00 $0.00 $1,037.40 $1,037.40 Extra Muscle Cleaner & Paint Deglosser 4.0 rolls $30.49 $0.00 $121.96 $0.00 $0.00 $121.96 Floor Masking Paper Rolls 4.0 rolls $53.83 $0.00 $215.32 $0.00 $0.00 $215.32 12" Hand Masker Paper 16.0 rolls $3.62 $0.00 $57.92 $0.00 $0.00 $57.92 99" Masking Film 6.0 rolls $21.57 $0.00 $129.42 $0.00 $0.00 $129.42 Masking tape 27.0 rolls $4.49 $0.00 $121.23 $0.00 $0.00 $121.23 Ductape 7.0 rolls $11.18 $0.00 $78.26 $0.00 $0.00 $78.26 Travel Time 22.0 Trips $35.00 $770.00 $0.00 $0.00 $0.00 $770.00 Fuel Surcharge 172.0 gal $5.16 $0.00 $0.00 $0.00 $887.52 $887.52 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 DIRECT COST TOTALS $20,444.48 $31,522.69 $0.00 $9,004.92 $60,972.09 Paint Recyle Fee - $0.95 per gallon $488.30 Paint Supply Chain Charge - 4% of Direct Material Cost Sales Tax on Rental Equipment SUBTOTAL DIRECT COSTS $488.30 COST TOTALS $60,972.09 SUB TIER SUBTOTAL $0.00 $0.00 SUBCONTRACTOR OVERHEAD AND PROFIT 13%$7,926.37 SUBCONTRACTOR FEE ON LOWER TIER 8%$0.00 SUBCONTRACTOR FEE ON DIRECT COSTS $488.30 SUBTOTAL - SUB $69,386.76 INSURANCE 1.0000%$693.87 BOND 1.200%N.A. B&O TAX 0.4840%$339.19 TOTAL COST $70,419.82 Tukwila Public W orks Fleet & Facilities Building Exterior W ork REVISED8/10/20221:49 PM 117 35.95$ per hour 5.93$ Employment Security 2.06$ FICA 1.45$ Medicare 4.73$ L&I 7.40$ Health & Welfare 0.18$ SUTA 1.04$ Training Fund 0.03$ Painter Progression 0.27$ FUTA 4.35$ WW Pension 2.73$ WWSPE 0.05$ IUPAT -$ Small Tools & Consumable -$ Safety -$ Direct Supervision -$ Fuel 66.17$ Add $1.50 Foreman 67.67$ Add $0.50 Industrial 66.67$ Travel Time:35.00$ LABOR RATE 118 E M A R G I N A L W A Y S S 112TH ST T U K W I L A I N T L B L V D H I G H W A Y 9 9 11210 TUKWILA INTERNATIONAL BLVD N 1 A101 SIM 1 A101 SIM 1i 101101 WALL SECTION BLDG SECTION EXTERIOR ELEVATION INTERIOR ELEVATION DETAIL NORTH ARROW WINDOW TAG ELEVATION NOTE CENTERLINE REVISION BREAKLINE PROPERTY LINE DIMENSION POINT DETAIL BORDER DOOR TAG PL 1 DESCRIPTION FLOOR TRANSITION NAME ELEVATION TYP ? XXX XXX XXX T.O. XXX ROOM TAG SPOT ELEVATION GRID HEAD KEY NOTE1 A101 1 1 1 1 A101 1 1 1 1 ROOM NAME 101 0 A101 1 SIM CL 1i WALL TAG EARTH BATT INSULATION CONCRETE GRAVEL MASONRY PLYWOOD RIGID INSULATION STEEL WOOD Date: Revisions: Drawn by: Checked: Scale: No. Date Remarks N O T F O R C O N S T R U C T I O N As indicated 7/ 1 5 / 2 0 2 2 1 0 : 0 6 : 5 6 A M A 0.0 TUKWILA PUBLIC WORKS 07/15/2022 ES AH FLEET AND FACILITIES BUILDING BID DOCUMENTS 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 COVER SHEET TUKWILA PUBLIC WORKS FLEET & FACILITIES BUILDING QT R or RAD RB RCP RD REF REFR REINF RELOC REQ'D RES RF RM RO RV RL S SA SC SCHED SECT SG SHT SIM SPEC SQ S.S. STA STD STL STN STOR STRUCT SOG SUSP SYM T, TMP T&G TEL TER THK T.O. TS TV TYP UL UNO VCT VERT VEST VIF VTR W W/ WC WD WF W/O WOM WM WP WR WSCT WT ABBREVIATIONS AND ANGLE AT DIAMETER POUND OR NUMBER EXISTING CENTERLINE ANCHOR BOLT ABOVE AIR CONDITIONING ACOUSTIC CEILING TILE AIR CONDITION UNIT ADJUSTABLE ABOVE FINISHED FLOOR ALTERNATE ALUMINUM APPROXIMATELY BUILDING BELOW BOTTOM OF CATCH BASIN CEMENT BACKER BOARD CEMENT CONTROL JOINT CENTERLINE CEILING CLEAR CLEAN OUT COLUMN CONCRETE CONDITION CONTINUOUS CARPET CERAMIC TILE DOUBLE DEMOLISH DRINKING FOUNTAIN DIAMETER DIFFUSER DIMENSION DISPENSER DOWN DOOR DOWNSPOUT DETAIL DISHWASHER EAST EACH EXTERIOR COMPOSITE SIDING EXHAUST FAN EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY EQUAL EXPANSION FIBER BOARD PANEL FLOOR DRAIN FIRE EXTINGUISHER FINISH FLOOR FIRE HYDRANT FINISH FLOOR FACE OF FURNISHED BY OWNER, INSTALL BY CONTRACTOR FURNISHED BY OWNER INSTALL BY OWNER FIRE RESISTANT FLOOR SINK GAUGE GALVANIZED GRAB BAR GLASS GLU-LAM BEAM GROUND GRADE GROUTED GYPSUM WALL BOARD HOSE BIBB HANDICAP HOLLOW CLAY MASONRY UNIT HARDWOOD HARDWARE HEIGHT HOLLOW METAL HOUR HORIZONTAL INSIDE DIAMETER INTEGRAL COVE BASE INSULATION INTERIOR JANITOR JOINT KITCHEN LABORATORY LAMINATE LAVATORY LOCKER LOCATE LIGHT LAMINATED VENEER LUMBER MEN'S MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE MANUFACTURER MINIMUM MIRROR MISCELLANEOUS MANHOLE MASONRY OPENING MOUNTED METAL MULLION NORTH NOT APPLICABLE NOT IN CONTRACT NOMINAL NOT TO SCALE NOT RATED OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE OPEN TO STRUCTURE PRECAST CONCRETE PLATE PLASTER PLYWOOD PLASTIC LAMINATE PAINT POINT OF CONNECTION PAIR PARALLEL STRAND LUMBER PRESSURE TREATED PARTITION QUARRY TILE RADIUS RESILIENT BASE REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REFRIGERATOR REINFORCED RELOCATE REQUIRED RESINOUS FLOORING RESILIENT FLOORING ROOM ROUGH OPENING ROOF VENT RAIN WATER LEADER SOUTH SMOKE ALARM SOLID CORE SCHEDULE SECTION SAFETY GLASS SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STATION STANDARD STEEL STAIN STORAGE STRUCTURE SLAB ON GRADE SUSPENDED SYMMETRICAL TEMPERED TONGUE & GROOVE TELEPHONE TERRAZZO THICK TOP OF TUBE STEEL TELEVISION TYPICAL UNDERWRITERS' LABORATORIES UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VENT THRU ROOF WEST WITH WATER CLOSET WOOD WIDE FLANGE WITHOUT WALK OFF MAT WOMEN'S WATERPROOFING WATER RESISTANT WAINSCOT WEIGHT & L @ ∅ # (E) CL A.B. ABV AC ACT ACU ADJ AFF ALT ALUM APPROX BLDG BLW B.O. CB CBB CEM CJ CL CLG CLR CO COL CONC COND CONT CPT CT DBL DEMO DF DIA DIFF DIM DISP DN DR DS DTL DW E EA ECS EF EJ EL ELEC ELEV EMERG EQ EXP FBP FD FE FF FH FIN FLR F.O. FOIC FOIO FR FS GA GALV GB GL GLB GND GR GRT'D GWB HB HC HCMU HDWD HDWE HT HM HR HORIZ I.D. ICB INSUL INT JAN JT KIT LAB LAM LAV LKR LOC LT LVL M MATL MAX MC MECH MEMB MFR MIN MIR MISC MH MO MTD MTL MULL N NA NIC NOM NTS NR OA OBS O.C. O.D. OFF OPNG OPP OTS PC PL PLAS PLY P.LAM PNT POC PR PSL PT PTN GENERAL NOTES PROJECT INFORMATION DESIGN TEAM 1. REFER TO CIVIL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS. 2. MATERIALS, ASSEMBLIES AND NOTED ITEMS ARE NEW UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY CONDITIONS. NOTIFY THE ARCHITECT OF ANY CONDITIONS INCONSISTENT WITH THE INTENT OF THE DRAWINGS PRIOR TO STARTING OR CONTINUING WORK IN THE AREA CONCERNED. CODE: 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES AND LOCAL BUILDING REQUIREMENTS, WHICH INCLUDE THE MOST CURRENT EDITIONS OF THE INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS, INTERNATIONAL MECHANICAL CODE (IMC), NATIONAL ELECTRICAL CODE (NEC), INTERNATIONAL FIRE CODE (IFC), AND WASHINGTON STATE ENERGY CODE (WEC). 2. REFER TO WINDOW SCHEDULE FOR WINDOW SIZES AND TYPES. ALL GLAZING WITHIN 18” OF INTERIOR FLOOR, EXTERIOR WALKING SURFACE OR WITHIN 24” OF A DOOR IN ANY POSITION TO BE TEMPERED GLASS UNLESS INDICATED OTHERWISE. 3. RACKING STORAGE, MECHANICAL, ELECTRICAL, PLUMBING AND FUEL TANK PERMITS TO BE APPLIED FOR UNDER SEPARATE APPLICATION BY CONTRACTOR. 4. PROVIDE FIREBLOCKS AND DRAFTSTOPS PER IBC. 5. PROVIDE CLOSURE MEETING THE REQUIREMENT OF GOVERNING FIRE AUTHORITIES BETWEEN FIRE RATED FLOORS, SHAFTS AND BUILDING PARTITIONS AND PENETRATING DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS. 6. RECESSES LOCATED WITHIN FIRE RATED PARTITIONS SHALL BE CONSTRUCTED TO MAINTAIN THE REQUIRED FIRE RATING OF THE PARTITION. 7. EXISTING FIRE EXTINGUISHERS AND CABINETS ARE NOT SHOWN ON PLANS. PROTECT EXISTING FIRE EXTINGUISHERS AND CABINETS (RECESSED OR SURFACE MOUNTED) FROM DAMAGE. HAZMAT: 1. HAZARDOUS MATERIAL REMOVAL & DISPOSAL: BEFORE BEGINNING ANY DEMOLITION OR OTHER WORK, COMPLY WITH DOCUMENTS PREPARED BY THE OWNER’S HAZARDOUS MATERIALS CONSULTANT. THIS APPLIES TO DEMOLITION, DISPOSAL AND CONSTRUCTION OPERATIONS ASSOCIATED WITH THE PROJECT. THE CONTRACTOR WILL SUSPEND WORK IMMEDIATELY AND NOTIFY THE OWNER IF MATERIALS SUSPECTED OF BEING HAZARDOUS, AND NOT PREVIOUSLY IDENTIFIED, ARE ENCOUNTERED IN THE COURSE OF THE CONTRACTOR’S WORK. DEMOLITION: 1. WHERE ITEMS ARE INDICATED ON PLANS TO BE DEMOLISHED, IT SHALL MEAN THE COMPLETE REMOVAL AND DISPOSAL OF THE ITEM INDICATED UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE HAZARDOUS MATERIALS ABATEMENT, ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR CUTTING AND PATCHING WORK. DIMENSIONS: 1. DO NOT SCALE DRAWINGS. 2. VERIFY DIMENSIONS SHOWN ON DRAWINGS. USE ONLY DIMENSIONS INDICATED. PRIOR TO STARTING OR CONTINUING WORK, NOTIFY ARCHITECT OF DISCREPANCIES OR CONDITIONS INCONSISTENT WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. 3. DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY, OR FACE OF STUD, UNLESS OTHERWISE NOTED. 4. FINISHED SURFACE OF INFILL OR EXTENSIONS OF EXISTING PARTITIONS SHALL ALIGN WITH ADJACENT EXISTING SURFACES UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE MEASURED FROM STRUCTURAL SLAB, TOP OF STEEL OR TOP OF SHEATHING, UNLESS NOTED OTHERWISE. 6. DOORS NOT LOCATED BY DIMENSION ON PLANS SHALL BE SIX INCHES FROM FACE OF ADJOINING PARTITION TO HINGE EDGE OF DOOR OPENING. PROVIDE MINIMUM 18” CLEAR FROM FACE OF ADJOINING PARTITION OR OTHER OBSTRUCTION TO JAMB EDGE OF DOOR OPENING, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IF REQUIRED CLEARANCES ARE NOT AVAILABLE. COORDINATION: 1. COORDINATE ALL OPERATIONS WITH OWNER, SUCH AS AREAS USED FOR MATERIAL STORAGE, ACCESS TO AND FROM THE SITE, TIMING OF WORK AND REQUIREMENTS OF NOISE ORDINANCE. INSTALL DUST AND NOISE BARRIERS AS REQUIRED TO PROTECT EXISTING ADJACENT BUILDINGS AND OCCUPANTS AND TO MAINTAIN AN ENVIRONMENT SUITABLE TO PERMIT CONTINUED OCCUPANCY OF SUBJECT AND ADJACENT BUILDINGS. 2. REVIEW DEMOLITION DRAWINGS. PATCH AND REPAIR ALL EXISTING SURFACES AFFECTED BY DEMOLITION WORK. 3. VERIFY LOCATIONS OF EXISTING UTILITIES. CAP, MARK AND PROTECT AS NECESSARY TO COMPLETE THE WORK. 4. REVIEW ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND PROVIDE ROUGH-INS THROUGH SLABS, BEAMS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUITS, JUNCTION BOXES, CABINETS AND EQUIPMENT. VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK. COORDINATE WITH INSTALLATION REQUIREMENTS. PATCH AND REPAIR EXISTING SURFACES AS NECESSARY TO COMPLETE WORK. 5. COORDINATE AND PROVIDE REQUIRED PENETRATIONS AND PATCHING WITH INDIVIDUAL SUBCONTRACTORS TO SUIT NEW WORK. 6. CONTRACTOR TO OBTAIN AND VERIFY ROUGH-IN DIMENSION REQUIREMENTS FOR CABINETRY, EQUIPMENT, ACCESSORIES AND THE LIKE INCLUDING THOSE DESIGNATED FOIC AND FOIO. CONTRACTOR TO PROVIDE BACKING, BLOCKING, SUPPORT AS REQUIRED FOR INSTALLATION. CONTRACTOR TO COORDINATE POWER, DATA, COMMUNICATIONS AND SECURITY REQUIREMENTS FOR FOIC AND FOIO EQUIPMENT WHERE SERVICES ARE REQUIRED. INCLUDE STUB OUTS AND CONNECTIONS. VERIFY AND COORDINATE DIMENSIONS OF FOIC AND FOIO ITEMS PRIOR TO PROCEEDING WITH WORK. INCLUDE STUB OUTS FOR FUTURE WORK. 7. PIPING, CONDUITS, DUCTS, ETC. SHALL BE CONCEALED IN WALLS, CHASES, ABOVE SUSPENDED CEILINGS, BELOW FLOORS OR BE FURRED-IN IN ROOMS WITH EXISTING CEILINGS, UNLESS OTHERWISE NOTED. DO NOT CONCEAL PIPING, CONDUITS, DUCTS, ETC. IN ELECTRICAL, MECHANICAL, AND COMMUNICATION ROOMS. 8. CAREFULLY COORDINATE MECHANICAL, ELECTRICAL, AND BUILDING SYSTEM INSTALLATIONS WITH EXISTING STRUCTURE AND BUILDING SYSTEMS. 9. “REMOVE” MEANS TO COMPLETELY AND PERMANENTLY REMOVE FROM THE PROJECT. 10. REFER TO LIGHTING PLAN AND ELECTRICAL DRAWINGS FOR ELECTRICAL DEVICES AND LOCATIONS. COORDINATE AND REVIEW DEVICE LOCATIONS WITH ARCHITECT IN FIELD PRIOR TO ROUGH-IN. PROJECT OWNER: CITY OF TUKWILA PROJECT ADDRESS: 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 SCOPE DESCRIPTION: RECOVERING OF THE EXISTING ROOF EXTERIOR ENVELOPE REPAIR GENERATOR PLATFORM 1. PROJECT ADDRESS: 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 2. PARCEL NUMBER: 092304-9152 3. LEGAL DESCRIPTION: N 435 FT OF GL 2 LY E OF STATE RD # 1 LESS C OF S TRANS LN LESS W 110 FT OF S 230 FT MEAS PLW S & W LNS THOF 4. LOT AREA: 148,100 SF (3.4 ACRES) 5. ZONE: MIC/H 6. CURRENT USE: VEHICLE STORAGE / MAINTENANCE / OFFICE; NO CHANGE 7. YEAR BUILT: 1974 8. (E) BLDG AREA: 40,500 SF, NO CHANGE 9. HT LIMIT: 125 FT, NO CHANGE PROPOSED 10. PARKING QUANTITY: (E) 51 SPACES, NO CHANGE PROPOSED 11. REQUIRED SETBACKS: NO CHANGE PROPOSED 2018 INTERNATIONAL BUILDING CODE W/ WA STATE AMENDMENTS 2018 INTERNATIONAL EXISTING BUILDING CODE W/ WA STATE AMENDMENTS 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FUEL GAS CODE THE WASHINGTON CITIES ELECTRICAL CODE 2018 INTERNATIONAL FIRE CODE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 2018 WASHINGTON STATE ENERGY CODE MATERIAL SYMBOLS ZONING ANALYSIS DRAFTING SYMBOLS APPLICABLE CODES VICINITY MAP ARCHITECT: SHKS ARCHITECTS 1050 NORTH 38TH ST SEATTLE, WA 98103 TEL: 206.675.9151 CONTACT: MATT FRANTZ EMAIL: mattf@shksarchitects.com STRUCTURAL ENGINEER: LUND OPSAHL 1201 1ST AVE S #310 SEATTLE, WA 98134 TEL: 206.402.5156 CONTACT: TONY MASON EMAIL: tmason@lundopsahl.com ENVELOPE CONSULTANT: WETHERHOLT AND ASSOCIATES, INC 14715 NE 95TH ST, STE 100 REDMOND, WA 98052 TEL: 425-822-8397 CONTACT: DON DAVIS EMAIL: dond@wetherholt.com SHEET INDEX A 0.0 COVER SHEET A 1.0 SITE PLAN A2.3.3 ROOF PLAN WEST - ROOF RECOVERING A2.3.4 ROOF PLAN EAST - ROOF RECOVERING 119 PROPERTY LINE S56° 12' 30" E 253.68' PROPERTY LINE S89° 18' 35" E 141.74' P R O P E R T Y L I N E N 2 0 ° 1 2 ' 2 0 " E 4 6 1 .5 1 ' PROPERTY LINE N89° 18' 35" W 502.95' PR O P E R T Y L I N E MAIN ENTRANCE S 112TH ST CL CL T U K W I L A I N T E R N A T I O N A L B L V D 10' COMM EASEMENT STREET LIGHT EASEMENT 10' WATER EASEMENT 15' WATER EASEMENT (E) BUILDING: ±40,500 SF ADDRESS: 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 PARCEL NUMBER: 092304-9152 1 0 ' - 0 " 10' - 0" 318' - 5" +/- 8 4 ' - 0 " +/- 64' - 7" +/- 156' - 8" +/- 82' - 2" +/-15' - 0" +/- (E) GAS METER (E) BOLLARDS, TYP (E) ELECTRICAL EQUIPMENT(E) WATER METER, TYP 68' - 5" +/- 26' - 0" +/- 7 0 ' - 3 " +/- 19' - 4" +/- 63' - 1" +/- 76' - 5" +/- 3 6 ' - 8 " +/- SITE ACCESS SITE ACCESS (E) GATE, MANUAL (E) GATE, MANUAL (E) GATE, AUTO (E) GATE, AUTO 1 1 7 ' - 6 " +/- AREA OF WORK ROOF RECOVERING AREA OF WORK ROOF RECOVERING AREA OF WORK REROOF REPLACEMENT A2.3.4 1 A2.3.3 1 PROPERTY LINE SITE PLAN LEGEND: BUILDING EDGE EASEMENTS EAVE EDGE BUILDING ENTRANCE VEHICLE ACCESS CHAINLINK FENCING AREA OF WORK ROOF RECOVERING Date: Revisions: Drawn by: Checked: Scale: No. Date Remarks N O T F O R C O N S T R U C T I O N As indicated 7/ 1 5 / 2 0 2 2 1 0 : 0 6 : 5 7 A M A 1.0 TUKWILA PUBLIC WORKS 07/15/2022 ES AH FLEET AND FACILITIES BUILDING BID DOCUMENTS 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 SITE PLAN 1" = 30'-0"1 SITE PLAN - ROOF RECOVERING 0 30'60'15'5' 10' TRUE NORTH PROJECT NORTH 120 13121110987654321 J G C A E 8.1 7' - 8" +/-20' - 2" +/-20' - 0" +/-20' - 0" +/-20' - 1" +/-20' - 1" +/-20' - 1" +/-30' - 3" +/-3' - 8" +/- 18' - 9" +/-20' - 1" +/-18' - 11" +/-2' - 2" +/- 221' - 10" +/- 2" / 1 2 " 2" / 1 2 " (E ) R O O F S L O P E +/ - (E ) R O O F S L O P E +/ - (E) RIDGE VENT. TYP RIDGE (E) ROOFTOP EXHAUST VENT, TYP 1" / 1 2 " R1 (E ) R O O F S L O P E 38 ' - 2 " 21' - 2" 1/ 2 : 1 2 S LO P E 1 /2:1 2 SLOP E 1 /2 :1 2 SLOPE 1 /2 :1 2 SLOP E 1/ 2 : 1 2 S LO P E 1/ 2 : 1 2 S LO P E 1 /2 :1 2 SLOP E TYP 9.4 TYP 9.4 TYP D55 TYP 9.5 R2 R2 R3 52 ' - 1 " ( + / - ) 6 9' - 3 " ( + / - ) 12 1 ' - 4 " ( + / - ) 4' - 0 " 4' - 0 " TYP D54 TYP D34 TYP D54 TYP D55 TYP D34 TYP 5.17 TYP 5.17 2 A2.3.3 (E) PIPE PENETRATION (E) MECH ROOFTOP EQUIPMENT (E) MECH ROOFTOP EQUIPMENT 50 ' - 2 " 214' - 1 3/4" TYP 1.31 TYP 1.30 TYP 1.31 TYP 1.31 TYP 1.31 TYP 1.31 TYP 1.31 TYP 1.30 TYP 1.31 TYP 1.31 DEMOLISH PLAN LEGEND: (E) WALL WALL ROOF MEMBRANE ROOF COATING WALKWAY (E) PIPE PENETRATION WALKWAY PAD R2 (E) MTL FRAMING (E) WD SHEATHING (E) WD FRAMING R3 VAPOR BARRIER RIGID INSULATION - R-38 MIN, TAPER/SLOPE PER PLAN 1/4" COVERBOARD, ADHERE TO INSUL THERMOPLASTIC ROOFING MEMBRANE, ADHERE TO COVERBOARD TEXTURED 60 MIL PVC MEMBRANE, ADHERED RIBS HEAT WELDED @ 24' OC 1 LAYER OF .5" HIGH DENSITY POLY ISO INSULATION (R-2.5) 1 LAYER OF 1 3/8" 1 PCF EPS INSULATION (E) BATT INSULATION WITH POLY FACER (E) 24 GAUGE EXPOSED FASTNER MTL ROOF SCREW FASTNERS & 3" DIA PLATE. PULL TESTING REQ'D. FASTENING PATTERN TO BE VERIFIED BY ROOF MFR BASED ON RESULTS OF PULL TEST. FASTENING DIRECTLY TO PURLINS MAY BE NECESSARY. R1 (E) FRAMING PER STRUCT CL CL PER STRUCT (E) MTL DECKING PER STRUCT (E) MTL ROOF PANEL (E) ROOF UNDERLAYMENT 4 " 4 " (E) MTL FRAMING TEXTURED 60 MIL PVC MEMBRANE, ADHERED RIBS HEAT WELDED @ 24' OC 1 LAYER OF .5" HIGH DENSITY POLY ISO INSULATION (R-2.5) 1 LAYER OF 1 3/8" 1 PCF EPS INSULATION (E) BATT INSULATION WITH POLY FACER (E) 24 GAUGE EXPOSED FASTNER MTL ROOF SCREW FASTNERS & 3" DIA PLATE. PULL TESTING REQ'D. FASTENING PATTERN TO BE VERIFIED BY ROOF MFR BASED ON RESULTS OF PULL TEST. FASTENING DIRECTLY TO PURLINS MAY BE NECESSARY. METAL PANEL TO MATCH (E), FASTEN TO (E) MTL FRAMING Date: Revisions: Drawn by: Checked: Scale: No.Date Remarks N O T F O R C O N S T R U C T I O N As indicated 7/ 1 5 / 2 0 2 2 1 0 : 0 6 : 5 3 A M A2.3.3 TUKWILA PUBLIC WORKS 07/15/2022 ES AH FLEET AND FACILITIES BUILDING BID DOCUMENTS 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 ROOF PLAN WEST - REPAIR 3/32" = 1'-0"1 ROOF PLAN WEST - REROOF 0 16'8'1' 4'2' KEYNOTE LEGEND MARK KEYNOTE TEXT 1.30 ALT 2: DEMO AND REPLACE (E) GUTTER TO MATCH (E) 1.31 ALT 2: DEMO AND REPLACE (E) DOWNSPOUT TO MATCH (E) 5.17 INFILL W/ METAL PANEL TO MATCH (E), TYP 9.4 PVC ROOF MEMBRANE 9.5 ROOF MEMBRANE WALKWAY PAD D34 DEMO (E) FIBERGLASS ROOF PANEL, TYP D54 DEMO (E) MECH VENT, INFILL (E) MTL ROOF D55 DEMO (E) ROOF MEMBRANE, COVERBOARD, TAPERED INSULATION, (E) PLY SHEATHING TO REMAIN 1 1/2" = 1'-0" ROOF TYPE LEGEND 1 1/2" = 1'-0"2 TYPICAL ROOFING INFILL - SECTION_REPAIR 121 N M 13 14 15 16 17 1812 J G C A E L K I H F D B 18' - 6" +/-19' - 6" +/-20' - 6" +/-26' - 6" +/-12' - 0" +/- 1" / 12" (E) MECH ROOFTOP EQUIPMENT (E) ROOF SLOPE +/- 23' - 8"2' - 10" +/- R2 TYP 9.4 TYP 9.4 (E) MECH ROOFTOP EQUIPMENT 9' - 6 " + / - 25 ' - 2 " + / - 2 5' - 0 " + / - 25 ' - 0 " + / - 25 ' - 0 " + / - 25 ' - 0 " + / - 25 ' - 0 " + / - 25 ' - 0 " + / - 25 ' - 0 " + / - 1' - 7 " 2 3' - 7 " 1' - 0 " 52 ' - 8 " + / - 51 ' - 4 3 / 4 " + / - 12' - 3 3/4" +/- 15' - 7 3/4" +/- TYP 1.31 TYP 1.30 TYP 1.30 TYP 1.31 TYP 1.31 TYP 1.30 TYP 1.31 TYP 1.31 TYP 1.31 TYP 1.31 TYP 1.31 TYP 1.31 TYP 1.31 TYP 1.30 TYP 1.31 TYP 2.7 TYP 1.31 DEMOLISH PLAN LEGEND: (E) WALL WALL ROOF MEMBRANE ROOF COATING WALKWAY (E) PIPE PENETRATION WALKWAY PAD Date: Revisions: Drawn by: Checked: Scale: No. Date Remarks N O T F O R C O N S T R U C T I O N As indicated 7/ 1 5 / 2 0 2 2 1 0 : 0 6 : 5 3 A M A2.3.4 TUKWILA PUBLIC WORKS 07/15/2022 ES AH FLEET AND FACILITIES BUILDING BID DOCUMENTS 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 ROOF PLAN EAST - REPAIR 3/32" = 1'-0"1 ROOF PLAN EAST - REROOF 0 16'8'1' 4'2' KEYNOTE LEGEND MARK KEYNOTE TEXT 1.30 ALT 2: DEMO AND REPLACE (E) GUTTER TO MATCH (E) 1.31 ALT 2: DEMO AND REPLACE (E) DOWNSPOUT TO MATCH (E) 2.7 EXISTING ROOF ACCESS LADDER 9.4 PVC ROOF MEMBRANE 122 FIRST FLOOR - EAST 1' - 6" ROOF PLAN 33' - 1 3/4" NMJGCAELKIHFDB 8' - 0 " (E) MAINTENANCE BAY, NO CHANGES PNT-5 PNT-5 PNT-5 PNT-5 RIDGE - WEST 32' - 4" SECOND FLOOR PLAN 11' - 2 1/4" FIRST FLOOR - WEST A 0" (E) MTL SIDING PNT-5 PNT-5PNT-5PNT-5 PNT-5 PNT-7 FIRST FLOOR - EAST 1' - 6" RIDGE - WEST 32' - 4" N M L K I H F D B (E) ROOF ACCESS LADDER PNT-5 PNT-5 PNT-5 8' - 0 " TYP 10.7 TYP 10.8 FIRST FLOOR - EAST 1' - 6" RIDGE - WEST 32' - 4" SECOND FLOOR PLAN 11' - 2 1/4" FIRST FLOOR - WEST A 0" 131415161718 12 11 10 9 8 7 6 5 4 3 2 18.1 FIRST FLOOR - WEST B 4" (E) WINDOW, TYP (E) OVERHEAD DOOR, TYP (E) DOOR, TYP (E) RIDGE VENT, TYP (E) STOREFRONT SYSTEM, TYP PNT-5 A3.5 9 PNT-5 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 FIRST FLOOR - EAST 1' - 6" RIDGE - WEST 32' - 4" SECOND FLOOR PLAN 11' - 2 1/4" FIRST FLOOR - WEST A 0" 13 14 15 16 17 181211109876543218.1 FIRST FLOOR - WEST B 4" PNT-5 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-6 PNT-5 4 A3.4 3 A3.4 1 A3.4 2 A3.4 5 A3.4 TPW FLEET & FACILITIES ±40,500 SF PAINT SCHEDULE: PNT-5 - EXTERIOR MTL TRIM, SIDING & CMU: a. BENJAMIN MOORE - GRAY: 2121-10 PNT-6 - EXTERIOR BAY DOOR: a. BENJAMIN MOORE - COVENTRY GRAY: HC-169 NEW METAL SIDING MATERIAL LEGEND: Date: Revisions: Drawn by: Checked: Scale: No. Date Remarks N O T F O R C O N S T R U C T I O N As indicated 7/ 1 5 / 2 0 2 2 1 0 : 0 6 : 5 5 A M A3.4 TUKWILA PUBLIC WORKS 07/15/2022 ES AH FLEET AND FACILITIES BUILDING BID DOCUMENTS 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 EXTERIOR ELEVATIONS- ENVELOPE REPAIR 1/16" = 1'-0"1 WEST ELEVATION - PAINT SHOP - EXTERIOR ENVELOPE 1/16" = 1'-0"2 WEST ELEVATION - EXTERIOR ENVELOPE 1/16" = 1'-0"3 EAST ELEVATION - EXTERIOR ENVELOPE 1/16" = 1'-0"4 NORTH ELEVATION - EXTERIOR ENVELOPE 1/16" = 1'-0"5 SOUTH ELEVATION - EXTERIOR ENVELOPE 1" = 60'-0"6 KEY PLAN KEYNOTE LEGEND MARK KEYNOTE TEXT 10.7 REMOVE AND REINSTALL (E) SHIP LADDER AS NEEDED FOR NEW MTL SIDING INSTALL 10.8 PAINT (E) SHIP LADDER, TO MATCH MTL SIDING 123 RIDGE - WEST 32' - 4" SECOND FLOOR PLAN 11' - 2 1/4" 12 11 10 FIRST FLOOR - WEST B 4" 8 A3.5 1 A3.5 3 A3.5 7 A3.5 5 A3.5 2 A3.5 4 A3.5 8' - 0 " 6 A3.5 PNT-5 PNT-5 2 A2.3.3 PNT -6 PNT -5 PAINT SCHEDULE: PNT-5 - EXTERIOR MTL TRIM, SIDING & CMU: a. BENJAMIN MOORE - GRAY: 2121-10 PNT-6 - EXTERIOR BAY DOOR: a. BENJAMIN MOORE - COVENTRY GRAY: HC-169 (E) WALL ASSEMBLY 4" SHINGLE LAP MTL WALL PANEL BEHIND (E) MTL WALL PANEL (E) MTL C STUD (E) WALL ASSEMBLY LAP MTL WALL BEHIND (E) MTL WALL PANEL DEMO PORTION OF (E) MTL WALL PANEL FOR PROPER LAP OF MTL WALL PANEL SEALANT, TYP (E) MTL STUD (E) INSULATION (E) MTL FRAMING, TYP (E) HM DOOR FRAME, TYP (E) DOOR, TYP MTL FLASHING MTL WALL PANEL HEAD TRIM MTL PANEL (E) DOOR PER SCHED (E) HM DOOR FRAME (E) STRUCT FRAMING, TYP (E) WALL INSULATION JAMB TRIM (E) WALL CLOSURE FLASHING NEW SEALANT PE R M F R ROLL UP DOOR HOOD ROLL UP DOOR FRAMING TO MATCH (E) ROLLUP DOOR GUIDE TRACK (E) BRIDGE CRANE RAIL (E) WALL ASSEMBLY (E) INSULATION (E) MTL FRAMING (E) ROLLUP DOOR GUIDE RAIL ASSEMBLY (E) ROLLUP DOOR MTL WALL PANEL, TYP MTL FLASHING, TYP (E) WALL ASSEMBLY (E) WALL PER PLAN MTL BASE FLASHING1/ 4 " 6" 1/ 2 " (E) CONC CURB (E) WATERSTOP MATCH (E) FRAMING (E) CONC SLAB MTL WALL PLAN TO MATCH (E), TYP HEAVY GUAGE STAINLESS BASE FLASHING, TYP WATERSTOP (E) CONC SLAB (E) ASPHALT (E) WALL ASSEMBLY MTL WALL PANEL STANDARD FLASHING PROFILES, TYP OR SIM: FP-1 -GABLE: 4 1 / 4 " 3" 1 3/4 " 5/8" FP-2 -EAVE: 4 7/8" 5/8" 3" P L A N P E R FP-3 -JAMB/J TRIM: 1" 1 3 / 8 " 3 1/8" FP-4 -BASE: 1 3/8" 3 1 / 4 " 5/8" FP-5 -INSIDE CORNER: 4" 4" 1 3 / 4 " 1" 1 3 / 4 " 1" FP-5 -OUTSIDE CORNER: 4"1" 1 3/4 " 1 3 /4 " 4" 1" PAINTED SIDE PAINTED SIDE PAINTED SIDE PAINTED SIDE PAINTED SIDEPAINTED SIDE Date: Revisions: Drawn by: Checked: Scale: No. Date Remarks N O T F O R C O N S T R U C T I O N As indicated 7/ 1 5 / 2 0 2 2 1 0 : 0 6 : 5 5 A M A3.5 TUKWILA PUBLIC WORKS 07/15/2022 ES AH FLEET AND FACILITIES BUILDING BID DOCUMENTS 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 ENLARGED EXTERIOR ELEVATION - EXT DETAILS 1/4" = 1'-0"9 NORTH ELEVATION - TYP WALL INFILL & ROLLUP DOOR_Repair 1 1/2" = 1'-0"1 TYPICAL EXTERIOR WALL INFILL - HEAD 1 1/2" = 1'-0"2 TYPICAL EXTERIOR WALL INFILL - JAMB 1 1/2" = 1'-0"3 TYPICAL EXTERIOR DOOR - HEAD 1 1/2" = 1'-0"4 TYPICAL EXTERIOR DOOR - JAMB 1 1/2" = 1'-0"8 ROLLUP DOOR HEAD - SECTION 1 1/2" = 1'-0"5 ROLLUP DOOR JAMB - PLAN 1 1/2" = 1'-0"7 TYPICAL EXTERIOR WALL INFILL - BASE 1 1/2" = 1'-0"6 TYPICAL EXTERIOR WALL - BASE 3" = 1'-0" STANDARD FLASHING LEGEND 124 ROOF ASSEMBLY PIPE PENETRATION SS CLAMP TPO FLASHING BOOT CONT SEALANT HEAT-WELDED LAP (E) MTL ROOF PANEL, TYP (E) MTL RAKE TRIM, TYP (E) MTL SIDING FLASHING STRIP, HOT AIR WELDED, TYP PVC ROOFING, TYP. REF ROOF ASSEMBLIES A2.6 MTL FLASHING W/ CONT CLEAT, TYP DEMO (E) GUTTER AND REPLACE W/ 22 GA CONTINUOUS GUTTER (E) MTL ROOF PANEL RIB BEYOND, TYP (E) EXPOSED FASTENER, TYP FLASHING STRIP, HOT AIR WELDED, TYP PVC ROOFING, TYP. TURN DOWN ROOF EDGE. REF ROOF ASSEMBLIES A2.6 PVC CLAD MTL FLASHING, TYP ROOF RETROFIT SUB FRAMING, TYP (E) ROOF PURLIN, TYP L METAL OVER COVER BOARD 8" M I N MIN 4" (E) CONC WALL GASKETED FASTNERS, TYP MTL FLASHING CONT, TYP SEALANT, TYP SEALANT, TYP FP-4 FLASHING STRIP BASE, ADHERED, TYP HOT AIR WELD ROOF PER PLAN TERMINATION BAR ATTACHED @ 12" OC, SEALANT ALONG TOP EDGE, TYP ROOF ASSEMBLY, REF A2.6 REMOVE AND REINSTALL (E) MTL SIDING PANEL TO ALLOW FOR INSTALL OF ROOF MEMEBRANE BEHIND, REPLACE FASTNERS WITH GASKETED SCREWS IN LARGE ⌀ THAN REMOVED ROOF MEMBRANE HEAT-WELDED LAP,MIN 6" OVERLAP DEMO (E) MTL PANEL SIDING BOTTOM TRIM, CUT BOTTOM (E) MTL PANEL TO BE 8" MIN ABV FINISHED ROOF MEMBRANE (E) WD FRAMING (E) MTL Z GIRT (E) WD SHEATHING MTL PANEL SIDING BOTTOM TRIM 8" M I N TERMINATION BAR, TYP 16 GA MTL PANEL M I N 6 " TEMP ROOF/VAPOR BARRIER, TYP CONT CLEAT 1-1/2" SS NAILS @ 6" O.C. MEMBRANE FLASHING STRIP, WELD TO ROOF MEMBRANE MTL COPING (E) WD FRAMING 2X PT WD FRAMING HEAT-WELDED LAPS, MIN 6" OVERLAP GASKETED SCREWS @ 18" OC ROOF ASSEMBLY, REF A2.6 (E) SHT MTL FASCIA PLY SHEATHING, TYP BEVELED CEDAR SHIM SLOPE 6" M I N 3 " CONT CLEAT MTL COPING TEMP ROOF/VAPOR BARRIER, TYP BATT INSULATION, KEEP SPACE DRY DURING CONSTRUCTION. 5 " M I N 1 '-0 " +/- WRB DUCT PENETRATION PER MECH COUNTERFLASHING PER DUCT SHT MTL CURB FLASHING (E) ROOF ASSEMBLY • (E) MTL ROOF PANEL • (E) 8" DEEP Z-GIRT PURLIN 8" Z-GIRT BLOCKING AROUND OPENING AS REQ'D (E) MTL ROOF PANEL 4 " M I N 4 " 8 " FLASHING STRIP, HOT AIR WELDED, TYP PVC ROOFING & PVC RIB, TYP. REF ROOF ASSEMBLIES A2.6 MTL FLASHING, TYP NOTE: EXTEND HEIGHT OF CURB TO MAINTAIN 8" MIN ABOVE FINISHED ROOF SURFACE. REVISE DECT FLASHING TO ACCOMODATE NEW CURB. SS CLAMP CONT SEALANT, TYP PIPE PENETRATION M I N 8 " FLASHING STRIP, HOT AIR WELDED, TYP PVC ROOFING, TYP. REF ROOF ASSEMBLIES A2.6 ROOF ASSEMBLY REPLACEMENT DRAIN: • ONE-PIECE SPUN ALUMINUM BODY W/ FLANGE AND STEM • 7" HIGH CAST ALUMINUM DOME • CAST ALUMINUM CLAMPING RING SEALANT ROOF MEMBRANE, CLAMP IN REPLACEMENT DRAIN ASSEMBLY AND HEAT-WELD LAP W/ ROOF COMPSITION (E) ROOF DRAIN FLASHING STRIP, HOT AIR WELDED, TYP PVC ROOFING, TYP. REF ROOF ASSEMBLIES A2.6 ROOF RETROFIT SUB FRAMING, TYP (E) ROOF PURLINS TYP DETAIL SIM TO 3/A4.3 ALTERNATE 2: REMOVE (E) GUTTER AND REPLACE WITH NEW 22 OR 25 GUAGE CONTINUOUS GUTTERS AND DOWNSPOUTS. NOTE: (N) GUTTER TO BE SIM TO NORTHCLAD GS 700. FRONT EDGE TO BE LOWER THAN BACK FOR OVERFLOW. 4" DOWNSPOUTS NEEDED PER CALCULATION. ALTERNATE 1: RAISED RAKE EDGE COPING. SOLDERED STAINLESS TRANSITION FLASHING NEEDED WHERE COPING MEETS COPING. L METAL OVER COVERBOARD L METAL OVER SUBFRAME, ATTACH TO (E) STL PURLIN STANDARD FLASHING PROFILES, TYP OR SIM: FP-1 -GABLE: 4 1 /4 " 3" 1 3/4 " 5/8" FP-2 -EAVE: 4 7/8" 5/8" 3 " P L A N P E R FP-3 -JAMB/J TRIM: 1" 1 3 /8 " 3 1/8" FP-4 -BASE: 1 3/8" 3 1 /4 " 5/8" FP-5 -INSIDE CORNER: 4" 4 " 1 3 / 4 " 1 " 1 3 / 4 " 1" FP-5 -OUTSIDE CORNER: 4"1" 1 3/4 " 1 3 /4 " 4 " 1 " PAINTED SIDE PAINTED SIDE PAINTED SIDE PAINTED SIDE PAINTED SIDEPAINTED SIDE (E) MTL ROOF PANEL, TYP (E) MTL RAKE TRIM, TYP (E) MTL SIDING (2) 2X6 NAILERS AT RAKE EDGE. FASTEN 2X NAILER TO DECK FLUTE W/ SELF TAPPING SCREWS PVC ROOFING, TYP. REF ROOF ASSEMBLIES A2.6 COPING METAL W/ GASKETED SCREWS @ 18" 0.C. CONTINUOUS CLEAT AT OUTBOARD EDGE 2x BLOCKING Date: Revisions: Drawn by: Checked: Scale: No. Date Remarks N O T F O R C O N S T R U C T I O N As indicated 7/ 1 5 / 2 0 2 2 1 0 : 0 6 : 5 5 A M A4.3 TUKWILA PUBLIC WORKS 07/15/2022 ES AH FLEET AND FACILITIES BUILDING BID DOCUMENTS 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 EXTERIOR DETAILS - ROOF RECOVERING/REPAIR 3" = 1'-0"8 MEMBRANE ROOFING @ PIPE PENETRATION - SECTION_REPAIR 3" = 1'-0"2 PVC ROOFING @ ROOF RAKE - SECTION_REPAIR 3" = 1'-0"3 PVC ROOING @ ROOF GUTTER- SECTION_REPAIR 1 1/2" = 1'-0"4 PVC ROOFING @ WALL TRANSITION_REPAIR 3" = 1'-0"5 MEMBRANE ROOFING @ METAL SIDING - SECTION_REPAIR 3" = 1'-0"6 MEMBRANE ROOFING @ ROOF EDGE - SECTION_REPAIR 1 1/2" = 1'-0"7 TYPICAL MECHANICAL PENETRATION THROUGH PVC ROOFING - SECTION_REPAIR 1 1/2" = 1'-0"1 PVC ROOFING AT PIPE PENETRATION_REPAIR 3" = 1'-0"9 MEMBRANE ROOFING @ ROOF DRAIN - SECTION_REPAIR 1 1/2" = 1'-0"10 PVC ROOFING RIDGE SECTION_REPAIR 3" = 1'-0"3A PVC ROOING @ ROOF GUTTER- SECTION_REPAIR - ALTERNATE 2 53 ALTERNATES 53 06/30/22 ALTERNATES 11 EXTERIOR ENVELOPE - STANDARD FLASHING PROFILES 3" = 1'-0"2A PVC ROOFING @ ROOF RAKE - SECTION_ALTERNATE 1 DRAFT 125 8 8.1 T Y P 6 ' - 0 " M A X (E) EXTERIOR LIGHT STANCHION (E) CIRCUIT BREAKERS PANEL PRE-MANUFACTURED STEEL PLATFORM, TYP. BY OTHERS (TOP OF PLATFORM 21" ABV SOG) UP 21' - 0" 9 ' - 0 " (E) GENERATOR (E) CONCRETE SLAB ON GRADE (E) METAL BOLLARD 4 ' - 0 " AREA OF WORK 2 A4.4 __________ 3 A4.4 __________ PRE-MANUFACTURED STEEL STAIR, TYP BY OTHERS 2R @ 7 3/4" MAX 2T @ 10" MIN + 1" NOSE 3 ' - 0 " 3 A4.4 __________ 3 ' - 6 " 1 ' - 9 " 3' - 0" (E) GENERATOR FIRST FLOOR - WEST A 0" 2 A4.4 __________ 1 ' - 9 " 3 ' - 6 " 1' - 0" (E) GENERATOR 3 6 "-3 8 " M I N MIN 1' - 0" MIN 1' - 0" M A X 7 " MIN 11" Date: Revisions: Drawn by: Checked: Scale: No. Date Remarks N O T F O R C O N S T R U C T I O N As indicated 7/ 1 5 / 2 0 2 2 1 0 : 0 6 : 5 5 A M A4.4 TUKWILA PUBLIC WORKS 07/15/2022 ES AH FLEET AND FACILITIES BUILDING BID DOCUMENTS 11210 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 GENERATOR PLATFORM 1/4" = 1'-0"1 ENLARGED SITE PLAN - GENERATOR YARD Copy 1 1/4" = 1'-0"2 Section 2 1/4" = 1'-0"3 Section 3 1/2" = 1'-0" HANDRAIL AND STAIR LEGEND 126