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Permit M08-256 - BOEING #9-95/9-101 CHILLED WAT
.,,I OEING #9- 95/9 -101 CHILLED WATER 9785 EAST MARGINAL WAY S EXPIRED 11 -30 -09 M08 -256 Parcel No.: 0003400018 Address: Suite No: CitAf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 9725 EAST MARGINAL WY S TUKW Tenant: Name: BOEING #9- 95/9 -101 CHILLED WATER Address: 9725 EAST MARGINAL WY S , TUKWILA WA Owner: Name: BOEING COMPANY THE Address: PROPERTY TAX DEPT , PO BOX 3707 M/C 20 -00 Contact Person: Name: JOHN S MURDOCH Address: PO BOX 3707 M/C 89 -14 , SEATTLE WA MECHANICAL PERMIT Contractor: Name: BOEING COMPANY, THE Address: 100 N RIVERSIDE, M/C 5003 -4027 , CHICAGO IL Contractor License No: BOEINC *294ML DESCRIPTION OF WORK: INSTALLING A 3000 LINEAR FEET OF CHILLED WATER SUPPLY AND RETURN PIPING FROM THE 9 -50 BUILDING ACROSS THE 9 -101 ROOF TO THE 9 -101 ANNEX MECHANICAL ROOM ACROSS THE UTILITY BRIDGE. BASICALLY AN UPGRADE. Value of Mechanical: 935,000.00 Type of Fire Protection: SPRINKLERS Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat /Refrig /Cooling System.... 1 Air Handling Unit <10,000 CFM 0 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial/Industrial 0 doc: IMC - 10/06 EQUIPMENT TYPE AND QUANTITY * *continued on next page ** M08 -256 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 253 773 -0444 Phone: 312 544 -2535 Expiration Date: 01/14/2009 M08 -256 12/11/2008 06/03/2009 Fees Collected: $8,258.75 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment Printed: 12 -11 -2008 Permit Center Authorized Signature: I hereby certify that I have read and e• governing this work will be complied The grantin constructior Signature: doc: IMC -10/06 • this hermit does not pre rformance 22; Print Nam! JWA i ^� • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • Permit Number: M08 -256 Issue Date: 12/11/2008 Permit Expires On: 06/03/2009 Date: 0-11,40% ed this permit and know the same to be true and correct. All provisions of law and ordinances rith, whether specified herein or not. s4ie to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this mechanical permit. /k avow( Date: L ` MI eie This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M08 -256 Printed: 12 -11 -2008 Parcel No.: 0003400018 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 9725 EAST MARGINAL WY S TUKW BOEING #9- 95/9 -101 CHILLED WATER PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M08 -256 ISSUED 10/23/2008 12/11/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: Installation of high- strength bolts shall be periodically inspected in accordance with RISC specifications. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. M08 -256 Printed: 12 -11 -2008 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction o e performance of work. Signature: Print Name: doc: Cond -10/06 S City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: dati Aipsaeft M08 -256 Printed: 12 -11 -2008 SITE LOCATION e -2 / �.� Ai/ h' / „� /� Assessor's Tax No.: 000 I2 —001 q g Site Address: ob • Suite Number: /Alb 00#1AV Tenant Name: 1 p/ ,I(/ , ✓ N Tenant: Yes K'..No Property Owners Name: ./' / /�G7 ' l"I ob �/ �Cf. itiV/e7) Mailing Address: p0.80 3Y0 Ailt.rre.. WA g8W CONTACT PERSON - Name: / h 6 Ho ' � • �G Ater ex/44 Telephone 203 Mailing Address: PO. BO/ 370 /e- g / p -� 6i 7Zt W/4 © / • 6 • / '.1 { �/� //// City ��� State tp E -Mail Address: eh � �%Q� Fax Number: Cdr ✓ ✓,> �73�'���� GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechani 4) for Pl and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF Company Name: Mailing Address: E -Mail Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us GINEER OF RECORD — Al E -Mail Address: iedA -1-a9 Q:\Applications\Porms- Applications On Line \3 -2006 - Permit Application.doe Revised: 9 -2006 bh Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** i .411" t en your permit is ready to be t stamped by Are eldfeAlAN &iffeek /2/ Fi ++ . 60 at 9a® Contact Person: / +� � C1IiZ 6OP), 4 KJ bing /G as Permit No Public Works Permit No Project No. Building Permit No. 'lum (Foro City State Day Telepho ax Number: of Rccoy City Day Telephone: Fax Number: City Day Telephone: Fax Number: Expiration Date: e State City 6 1�l'�37 Company Name: Mailing Address: Li, ff Contact Person: L M6 1 i ( ' w f State Floor: ?-3 Zip Zip Zip Page 1 of 6 BUILDING PERMIT INFORI ''TION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed inf rrpation): -0 ✓ / M L /U . 4/ ,qor Roof ro t 4 -ia , i/eX oetzy 4 "ei cry < NAYNe: - p cctc r' ,e Will there be n w rack storage? ❑.... Yes Floor__ 2° Floor r° Floor Floors thru Basement Accessory Strutur< Attach+ Detached Garage Attached Carport Detached Carpo Covered Deck Uncovered Deck Provide Al '. No uilding Areas in Squa As ition to isting PLANNING DIVISION: Single family building footprint (area of e foundation of all structures, plus any decks over ' inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide e following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation at shows that the principal owner lives in one of the dwellings as his o er primary residence. Number of Parking Stalls Pro ded: Standard: Compact: Handicap: Will there be a change in u "? p Yes No If "yes ", explain: FIRE PROTECTIO '/HAZARDOUS MATERIALS: Spri • ers ❑ Automatic Fire Alarm ❑ None Q: \Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised. 9 -2006 bh Existing Building Valuation: $ OF B66. dadearS If yes, a separate pe and plan submittal will be required. Foote low 0 Type of Construction per BC" Type of Occupancy per IBC Other (specify) Will there be storag or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes ', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safe ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: ; Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System + Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT INIATION- 206 -431 -3670 MECHANICAL CONTRACTOR OR INFORMATION Company Name: YJte tut- Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): $ GD Scope of Work (please provide detailed information): f4 (N(. L\( A U ," O ; - (_ 4 Obu 0 1 PZV'v i 6 11, 0 ( POW ` 9 1, - 1 , c /CN 1-y eG Iit, 3 M A 1, 1 VentuThr 0 tc'1f Use: Residential: New .... Replacement .... Commercial: New .... fl Replacement .... Fuel Type: Electric 0 Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q:\ApplicationsWorms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Day Telephone: Fax Number: Expiration Date: Page 4 of 6 PUBLIC WORKS PERMIT INI tRMATION — 206 - 433 - 0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ...Water Availability Provi. •d ❑... Water District #125 Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. Highline Sewer District ❑...Tukwila • ValVue ❑ .. Renton ❑ ...Sewer Use Certificate ❑ - wer Availability Provided Septic System: ❑ On -site Septic System — For on -site sept system, provide 2 copies of a cu re Submitted with Application (mark boxes whic r s I ❑ ...Civil Plans (Maximum Paper Size — 22" x 3• ') ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Eas- t ent(s) eotechnical Report .. Maintenance Agreement(s) enton ❑ ...Seattle eptic design approved by King County Health Department. Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way Ell ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Prot tion Irrigati Dom:. tic Water ❑ ...Permanent Water Meter 0. .. Temporary Water Mete , ize .. ❑ ...Water Only Meter Si ❑ ...Sewer Main Extensi • Public ❑ ...Water Main Exten on Public FINANCE INFO TION Fire Line Size at P•.perty Line ❑...Water ❑...Sewer Monthly Sery e Billing to: Name: Water Meter Refund/Billing: Name: Mailing Address: cubic yards cubic yards Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO # WO # WO # Private Private Work in Flood Zone m Drainage Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment City ❑ ... Traffic Impact Analysis 0--. Hold Harmless — (SAO) 0.. Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Wat Meter Size Day Telephone: Mailing Address: City State Zip Day Telephone: State Zip Page 3 of 6 O i Mailing Address: PO. 1W BUILDING Signature: Print Nam ;2/ RIZ A ' NT: Q:\ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh WY City PER APPLICATION NO L LS — Applicable to all permits in this application Day — Te e: Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days/ The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. l�[ eeed ? ea l Date: 2 lJ GI._ 77- noVIIV State Zip Date Application Accepted: o - 0 1 1 Date Application Expires: EiS 0 1 Staff Initials: Page 6 of 6 Fixture Type: Qty Fixture Type: • Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial ' eceptor, indirect to Clothes washer, domestic Floor drain Si s Dental unit, cuspidor Shower, single h -d trap Urin. s Dishwasher, domestic, with independent drain Lavatory Water loset Building sewer or trailer park sewer Rain water stem — per drain (ins' • e building) Water hea -r and /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair • alteration of water pipin, . d /or water treating equ• .ment Repair or alte tion of drainage or -nt piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPING 1- ERMIT INFORMATION - 206 -431 _670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (cont ctor's bid price): $ Valuation of Gas Piping work (contr• tor's bid price): $ Scope of Work (please provide detaile a 'reformation): Building Use (per Intl Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets Q:\ApplicationsWorms-Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: Expiration Date: installed and the quantity below: Page 5 of 6 Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TUKW Suite No: Applicant: BOEING #9 - 95/9 - 101 CHILLED WATER Receipt No.: Initials: User ID: Payee: doc: Receiot -06 R09 -00187 JEM 1165 TRANSACTION LIST: Type Method BOEING TRUST ACCT 000.239.103 Payment Other City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Descriptio RECEIPT Amount ACCOUNT ITEM LIST: Description Account Code 60.00 MECHANICAL - NONRES 000.322.102.00.0 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 02/04/2009 09:25 AM Balance: $0.00 Current Pmts 60.00 Total: $60.00 M08 -256 ISSUED 10/23/2008 12/11/2008 PAYMENT RECEIVED Printed: 02 -04 -2009 • City of Tukwila Receipt No.: R08 -03599 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TUKW Suite No: Applicant: BOEING #9 -95/9 -101 CHILLED WATER Initials: JEM Payment Date: 10/23/2008 03:12 PM User ID: 1165 Balance: $0.00 Payee: BOEING TRUST ACCOUNT 000.386.908.03 TRANSACTION LIST: Type Method Descriptio Amount doc: Receiot -06 Payment Other 8,258.75 ACCOUNT ITEM LIST: Description RECEIPT Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.0 PLAN CHECK - NONRES 000/345.830 Permit Number: M08 -256 Status: PENDING Applied Date: 10/23/2008 Issue Date: Payment Amount: $8,258.75 6,607.00 1,651.75 Total: $8,258.75 On) . 4,.gOs.0.� � 3N - 05 • Printed: 10 -23 -2008 Date: 11/9/2009 Distribution: Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird n09 JN T( ;Pt.,ENT A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Inspection Performed: See below On site for the following: 1. Performed Skidmore test, 125 -B, for A325 3/4x5 bolts. Average value met or exceeded required 28 kips per AISC requirements. See attached sheets for specific values. Distribute Client Distribute Engineer v/, Distribute Municipality Distribute Architect Field Report Time: Project Number: Permit #: Project Name: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other Report #: 51223 09 -138 M08 -256 Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden procedure for using Skidmore- Wilhelm 1) Attach Skidmore to flange of column, beam or other convenient object. bolt (head of bolt in back of dial) using washer configuration to 2) Insert be used on job, correct adaptor and face plate. The Skidmore will not , function without the face plate. 3) Bring bolt to snug tight condition. 4) Using method to be used by contractor, take bolt to required tension. 5) Record actual tension from device dial. 6) Using torque wrench or multiplier /torque wrench combination establish foot -]bs required to achieve recorded tension. 7) Repeat steps 2 -6 with subsequent bolts from the same lot, size, and length. 8) Average d e the FT -LBS readings, disregarding the high and law values recorded to arrive at the job inspecting torque Tension Test Data Worksheet vS - Certificate No.: z. c. Date: .$ i j r Technician Performing Tests: Grade: Diameter: 31v . : ----- Lot or Batch No.: C TORQUE VALUE FOOT -LBS AVERAGE KIPS JOB INSPECTING A490, other) ARE VALUE (KIPS) 2 ) --�i . ---- -- 3 6 FT -IBS 3 ) -- + 5% when required* 4) zy FT -LBS* ed tension plus 5 percent for Turn- * ion at time of installation -Required bolts, or . ted wrench tightening, Alternate design of -nut tightening, Calbra Direct - tension indicator tightening. Delayed verification inspection uses the actual values in Table 27 -7 -D. The Average Kip value does/ does not meet the value required by the Uniform Building Code Table 27 -7 -D. TA SUP CRmCALCONN CTIO S AND CONNECTIONS FOR SUBJECT TO DIRECT TENSION MINIMUM TENSIO$t IN 1000'5 OF POUNDS (ktpe) TORQUE NOMINAL BOLT SIZE INCHES 1 /2 s/s r/4 7 /a ( Ili 1'/• 1sh 1'h • 325 Bons 12 19 28 39 51 56 71 85 103 A 450 Bons 15 24 35 49 64 80 102 121 148 'Equal to 70 percent of specified minimum tensile strength of bolts (as specified for tests of full -size A 325 and A 490 bolts with UNC threads loaded in axial tension) rounded to the nearest kip. PACIFIC TESTING LABORATORIES • BB34IA SET LOT NO INSPECTION CERTIFICATE' Mechanical properties tested in accordance to ASTM F606/F606M, ASTM A370, ASTM E18 BB341 UNYTITE, INC. One Unytite Drive Peru, Illinois 61354 815.224 -2221 — FAX # 815- 224 -3434 Date: Oct . 0 9 , ' 06 Specification Heat Treatment -F CO IDENTIFICATION Size Chemical Composition % Quantity . ASTM ASTM ASTM F1852 Type 1 A-563 Grade DH F436 Type 1 3/4 -10 UNC X 2 -3/4 32, 0x00 pcs. Mechanical properties tested in accordance to ASTM F606/F606M, ASTM A370, ASTM E18 BB341 UNYTITE, INC. One Unytite Drive Peru, Illinois 61354 815.224 -2221 — FAX # 815- 224 -3434 Date: Oct . 0 9 , ' 06 AZ701 NO. Hardness (H RC) Mechanical Property of Full S ze Bolts Heat Treatment -F CO IDENTIFICATION Chemical Composition % Chemical Composition % Mn x 700 Tensile Strength ERA boad la (Length Method) Hardness HRC d 6 a co u) is .. TC C x 100 Si x 100 Mn x 100 P x 1000 S x 1000 Cu x 100 Ni x 100 Cr x 100 k Mo x 100 B x10,000 Load fib0 Position of fracture Quench Temper Spec Min. 40100 part of Screw Max. +1— 0.0005 In. 34 MAX _ Min. 800 30 52 15 30. Mtn. 60 Max. 40 Max. 50 _ _ _ — 46 Heat No. Average 50900 part of screw ALL PASS 31.7 1580 869 7327593 31 23 80 .9 12 .3 5 7 2 15 AZ701 NO. Hardness (H RC) Hardness After 24 hr x 1000' F HRB Proof Load (WI) Heat Treatment 'F ('C) IDENTIFICATION Chemical Composition % Mn x 700 ( 'I O I C X 100 SI X 100 Mn X 100 P X 1000 S X 1000 Cu X 100 NI X 100 Cr X 100 Quench Temper Spec. 24 - 38 Min. HRB 89 58450 - Min. 800 20 SS — . Mln. 60 Max. 40 Max. SO — — — Heat No. Mean /Spcs. 27.8 -- ALL PASS 1562 1202 M21467 46 24 . 81 ' 17 27 18 7 12 WASHER LOT NO. WB8637 Hardness (HRC) IDENTIFICATION Chemical Composition % • C x too Si x 100 Mn x 700 P x 1000 S x 1000 Cu x 100 Ni x 100 Cr x too Spec. 38 - 45 — -- — Max. 40 Max. 50 — , - — Heat No. Mean /5 Pcs. 42.0 B15520 39 19 74 7 2 – – – Material used for the bolt, nut and washer were melted & manufactured in the USA. • The product was manufactured in the USA to ASTM specifications. The bolt and nut are manufactured by Unytite. We hereby certify that the material described has been manufactured and inspected satin actory with requirement of the above specification. Fastener Tension Fastener Tension Bolt Min. Spec. Class 2A Obi.) 29000 Mean /6 sets. 34732 Standard 1176 Deviation Thread Accuracy (Bolt & Nut) Bolt ASME B1.1 Class 2A Nut ANSI B1.1 Class 2B AggiWIIE « !.4 OFFICIAL " L JEAN MARGHERIO • -Y PUBUC - STATE OF ILLINO1 OMISSION EXPIRES:1O11 - '64 ief of Quality Assurance Sectio Contact: Andrew Baird Date: 11/3/2009 Distribution: DEC 31. 2009 COMMUNt I Y DEVELOPMENT Field Report Report #: 51222 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Inspection Performed: See below On site for the following: 1. Performed Skidmore test, #125 -B for A325 5/8 x3 bolts. Average values met or exceeded 19 kips per AISC requirements. See attached sheets for specific values. V, Distribute Client Distribute Engineer 1, Distribute Municipality Distribute Architect Time: Project Number: Permit #: Project Name: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other 09 -138 M08 -256 Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden 10 5 - " -- 1 Z Z 0 7 procedure for using Skidmore Wilhelm Attach Skidmore to flange of column, beam or other convenient object. Insert bolt (head of bolt in back of dial) using washer configuration to be used on job, correct adaptor and face plate. The Skidmore will not function without the face plate. Bring bolt to snug tight condition. Using method to be used by contractor, take bolt to required tension. Record actual tension from device dial Using torque wrench or multiplier /torque wrench foot -lbs required to achieve recorded tension. Repeat steps 2 -6 with subsequent bolts from the combination establish same lot, size, and length. ing the high and low values recorded disregarding Average the FT -LAS readings, to arrive at the job inspecting torqu e Tension Test Data Worksheet 3 --- Date: i i - Certificate No.: l ,' $ f.l rJ Technician Performing Tests: �25 A490, other) �' Grade : Diameter: s7� c .9 4 Lot or Batch No.: ARE TORQUE VALUE AVERAGE JOB INSPECTING VALUE (KIPS) FOOT -LBS KIPS TORQUE 1) 2D -�2) � z FT -LBS 3) z _2.4!___ + 5% when required* 4)_1.1.____ FT - LBS * 5) z v_ — ed tension plus 5 percent for Turn * Inspection at time of installation - Required Alternate design bolts, or of -nut tightening, Carted wrench tightening, Direct - tension indicator tightening. Delayed verification inspection uses the actual values in Table 27 -7 -D. The Average Kip value does /does not meet the value requir ed by the Uniform Building Code , Table 27 -7 -D • TABLE SL P CRmCALL CONNECTIO S AND CONNECTIONS FOR SUBJECT TO DIRECT TENSION NOMINAL BOLT SQE. INCNES 42 3 /s 3 /4 ' Is Ii/s 1 MINIMUM TENSION' IN 1000'. OF POUNOS (ktpa) A 325 Bona 12 19 28 39 51 56 71 85 103 A 490 Botts 15 24 35 49 64 80 102 121 148 'Equal to 70 percent of specified minimum tensile strength of bolts (as specified for tests of MI -size A 32.5 and A 490 bolts with UNC threads loaded in axial tension) rounded to the nearest kip. PACIFIC TESTING LABORATORIES SET LOT NO MA351 • INSPECTION CERTIFICATE gib Specification Size Quantity ASTM F1852 Type 1 ASTM A563 Grade DH ASTM F436 Type 1 - 5/g -11. UNC X 2 32, 537 pes. Mechanical properties tested in accordance to ASTM F606/443i4C4 ASTM A370, ASTM El8 BOLT LOT NO. UNYTITE, INC. One Unytite Drive Peru, Illinois 61354 815 -224 -2221 — FAX # 815 -224 -3434 Date: Dec.14,' 07 • NUT LOT NO.___jC24 -3 ; ' 'Hardness :.:r -(HRC) Mechanical Property of Full Size Bolts Heat Treatment 'F rho IDENTIFICATION Chemical Composition % • Tensile Strength Proof Load. 19200 no. (L.enNhMethod) Hardness WC • ® w (0 la ., C C x 100 SI x 100 Mn x 100 P x 1000 S x1000 Cu x 100 Ni x 100 Cr x100 Mo x 100 8 x113.000 oaoaPosklon Obi) of fracture Quench Temper . Spec. Mtn. • Pan of Saew Max. ' 4.i-- tla0os In 34 MAX — Min. 800 30 S2 15 30 Min. 60 Max. 40 Max. 50 — -. — - — ' 46 Heat No. Average 27100 33050 Part of Screw ALL PASS 31.9 1580 •890 496630 31 26 78 t3 10 5 96 7 . 1 25 • NUT LOT NO.___jC24 -3 ; ' 'Hardness :.:r -(HRC) Hardness x 1000• F ” HRB . ` Proof toad, (t.bf) Heat Treatment C x too IDENTIFICATION Chemical Composition e14 Q S x 10o0 C• X 100 n SI X 100 - „F f Mrri;. X 100:- P X 1000 S ;X 1000 Cu X 100 . NI X 100 Cr X t00 Quench Temper • - 24 - 38 Min. HR 8 89 X 95 5 0 — Min. 8 00 20 55 — - Min.,+ 604,1t Max. 40 Max. SO — — — • Heat Ncm ean/sPfx.':.28.7 _ LL PASS 1562 11385 • _•a . 60 ' 46 •18 6!... 19 • 24 20 8 • 11 WASHER LOT NO • Tri�ftsl+fi2 • . :Hardness (NBC) IDENTIFICATION Chemical Composition 1 ' ASME 'B1.1-. C x too SI x too Mn x too' ... P x 10x0 S x 10o0 ° Cu x 100 . Ni x 100 ^. b Cr P.x 100 Spec. 38 - 45 — — ` — Max. 40 Maxi sod- • - . — - — Heat No. Mean/5 Pcs. 42.5 B17015 43 18 7.7 5 i 2 - - Material used for the bolt, nut and washer were melted & manufactured in the USA. The product was manufactured in the USA to ASTM specifications. The bolt and nut are manufactured by Unytite. We hereby certify that the material described has been manufactured and inspected satisfactory with requirement of the above specification. Fastener Tension • Fastener Tension - ' • Min. ASME 'B1.1-. Spec. . 010a 20000. - Mean /6 sets. 24382 Standard Deviation 1037 Ch Thread Accuracy (Bolt & Nut) r Soil ASME 'B1.1-. Class 2A. hftei ANSI. B1.1 • ': • Class 211 f Quality Assurance Se Field Report Report #: 51224 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 11/16/2009 Distribution: Time: V Distribute Client Distribute Contractor Distribute Engineer _, Distribute Owner v' Distribute Municipality Distribute Other Distribute Architect Distribute Other Project Number: 09 -138 Permit #: M08 -256 Project Name: Boeing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S. Temperature: On site for the following: 1) Inspected plate to existing tube steel welds north and south end of truss. All work completed per RFI #24 and minimum AWS D1.1 requirements. 2) Verified bolted connections completed and in snug tight condition. LeJune bolts in snapped condition. Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden NC 14 ooh oEv A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Welding Date: 10/29/2009 Time: On site for the following: 1) Performed visual inspection for pipe welds, north face of building. All work completed per detail and minimum AWS D1.1 requirements. Inspection is for surface indications only and not for sub - surface conditions. Distribution: d Distribute Client Distribute Engineer d Distribute Municipality Distribute Architect Field Report Permit #: Project Name: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other Project Number: 09 -138 Report #: 51252 M08 -256 Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden DEC 1 cann o eLOpr RECEIVED 2009 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P 0. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 8/21/2009 On site for the following: Inspected welds for pipe stanchions at high roof. All work per detail and minimum AWS D1.1 requirements. Distribution: O VELUI Distribute Client Distribute Engineer d Distribute Municipality ' Distribute Architect Field Report Time: Project Number: Permit #: Project Name:', Address: H Distribute Contractor Distribute Owner Distribute Other Distribute Other Report #: 50768 09- ats —\ M08 -256 l r Boeing 9.1 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden REC •' AUG 4 VS C0 h1 , ��►:�CR Testing Labor Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Date: 7/27/2009 Distribution: toryt, Inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Distribute Client Distribute Engineer le Distribute Municipality Distribute Architect Field Report Time: Project Number: Permit #: Project Name: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other Report #: 50310 09 -138 M08 -256 Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: On site for the following: 1. Inspected 1/4" fillet welds for pipe to beam connections #19, 20, and 21. All work completed per detail and minimum AWS D1.1 requirements. Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Contact: Andrew Baird Date: 7/28/2009 Distribution: RECE VRO 'AU9 14 2000 A.A.R. Testing Laboratory, Inc. 7128 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Inspection Performed: Structural Steel Field Report Report #: 50311 Time: On site for the following: 1. Inspected 1/4" fillet welds for pipe to beam connections #22, 23, 24, and 25. All work completed per detail and minimum AWS D1.1 requirements. ,/ Distribute Client ! Distribute Contractor Distribute Engineer _1 Distribute Owner Distribute Municipality -I Distribute Other Distribute Architect Distribute Other Project Number: 09 -138 Permit #: M08 -256 Project Name: Boeing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 7/29/2009 Distribution: Distribute Client Distribute Engineer H Distribute Municipality Architect Field Report Time: Project Number: Permit #: Project Name: Address: On site for the following: 1. Inspected 1/4" fillet welds for pipe to beam connections #26, 27, 28. All work completed per detail and minimum AWS D1.1 requirements. Distribute Contractor Distribute Owner Distribute Other Distribute Other Report #: 50312 09 -138 M08 -256 Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECE 0 14 'l o grot top a s i i A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 88052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 8/5/2009 On site for the following: 1. Inspected welds for pipe to beam connections, eight, at lower south roof. All work completed per detail and minimum AWS D1.1 requirements. 2. Inspected welds for pipe stanchions at high roof. Work in progress. All work per detail and minimum AWS D1.1 requirements. Distribution: Distribute Client Distribute Engineer Distribute Municipality Distribute Architect Field Report Time: Project Number: Permit #: Project Name: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other Report #: 50748 09 -138 M08 -256 Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECEIVED AUG 06 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 7/9/2009 Distribution: ■,/ Distribute Client Distribute Engineer v Distribute Municipality Distribute Architect Field Report Time: Report #: 50643 Address: Distribute Contractor Distribute Owner Distribute Other j Distribute Other Project Number: 09 -138' Permit #: M08 -256 Projec Name: Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: On site as requested by contracor for the following: 1. Inspected test welds for pipe to plate connections. Inspected work met detail requirements, 1/4 ", and minimum AWS D1.1 requirements. Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECEIVED AUG 0 6 2009' COMMUNIT DEVELOPMENT Field Report Report #: 50648 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA. 98052 Phone 425.881.5812 Fax 426.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Date: 7/14/2009 On site for the following: 1. Inspected pipe welds and roof elevation grids L/6 -L/10. All work per detail and minimum AWS D1.1 requirements. Visual inspection for surface indication only, not sub - surface indications. 2. Welding scheduled for clean room area cancelled. Distribution: d' Distribute Client Distribute Engineer Distribute Municipality !, Distribute Architect Time: Project Number: Permit #: Project N . me: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other nng 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECEIVED AU6 06 rig c.otoAkiNCTY Field Report Report #: 50649 otwtormetir A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 7/15/2009 On site for the following: 1. Inspected 1/4" fillet welds for pipe to beam at clean room roof elevation. Welds will be numbered from north to south inspected welds #1, 2, and 3. All work per detail and minimum AWS D1.1 requirements. 2. Received WABO license for project welders: - Charles F. Kimball, license #W04625, expiration 1/1/10 - Robert J. Shaw, license #W02366, expiration 7/1/10 Distribution: // Distribute Client Distribute Engineer h/, Distribute Municipality LI Distribute Architect Time: Project Number Permit #: M08 -256 Project Name: ing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S. Distribute Contractor Distribute Owner Distribute Other Distribute Other Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden ;DECEIVED $JG Q6 COMMENT c! Field Report Report #: 50212 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425381.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 7/16/2009 On site for the following: 1. Inspected 1/4" fillet welds for pipe to beam at clean room roof elevation welds #4, 5, and 6. All work per detail and minimum AWS D1.1 requirements. Distribution: �_ Distribute Client Distribute Engineer `j Distribute Municipality'._ Distribute Architect Time: Project N Permit #: Project Name: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other 09 -138 M08 -256 Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECEIVED AUG 0'6 2009 COMMUNITY DEVELOPMENT A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Project Number: Permit #: Project Name: Address: Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 7/17/2009 On site for the following: 1. Inspected welds for pipe to beam connections #5, 6, and 7. All work completed per detail and minimum AWS D1.1 requirements. Distribution: V Distribute Client Distribute Engineer V Distribute Municipality Distribute Architect Field Report Time: Distribute Contractor Distribute Owner Distribute Other Distribute Other Report #: 50650 Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECEIVED AUG 06 2009 COMMUNITY DEVELOPMENT A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 7/20/2009 Distribution: V Distribute Client Distribute Engineer V Distribute Municipality Distribute Architect Field Report Time: Distribute Contractor Distribute Owner Distribute Other I Distribute Other Report #: 50305 Project Num 09 -138 Permit #` M08 -256 Project Name: oeing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S. Temperature: On site for the following: 1 Inspected 1/4" fillet welds for pipe to beam connections #8, 9, and 10. All work per detail and minimum AWS D1.1 requirements. Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden D ECEIVED AUG 0 6 2009' COMMUNITY 0 e, oPMENT A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 7/22/2009 On site for the following: 1. Inspected 1/2" fillet welds for pipe to beam connections #12, 13, and 14. All work completed per detail and minimum AWS D1.1 requirements. Distribution: d'], Distribute Client Distribute Engineer `■ Distribute Municipality Distribute Architect Field Report Time: Address: Distribute Contractor Distribute Owner Distribute Other Distribute Other Report #: 50306 Project Number: 094 Permit #: fJ M08 -256 Project l e: Boeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECEIVED . U6 0 6 2009 MTV NT A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Welding Date: 7/23/2009 Distribution: Field Report Report #: 50307 Time: Project Numb . 09 -138 Permit #: M08 -256 Project Name: ing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S. Temperature: On site for the following: 1) Inspected 1/4" fillet welds for pipe to beam connections #'s, 11, 15 and 16. All were completed per detail and minimum AWS D1.1 requirements. v' Distribute Client Distribute Contractor l Distribute Engineer Distribute Owner V, Distribute Municipality ' Distribute Other Distribute Architect Distribute Other Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden RECEIVED AUG 0'6 COMMUNITY DEVELOPMENT A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 7/24/2009 Field Report Time: On site for the following: 1. Inspected 1/4" fillet welds for pipe to beam connections 16, 17 and 18. All work completed per detail and minimum AWS D1.1 requirements. Distribution: Distribute Client h Distribute Engineer Distribute Municipality Distribute Architect Distribute Contractor Distribute Owner Distribute Other Distribute Other Project Number 09 -138 Permit #: Project Name: Address: M08 -256 Report #: 50309 .101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden JUL 2009 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Welding Date: 5/26/2009 On site for the following: 1. Inspected welds for pipe support stanchions at roof elevations grid N/19 to P/19. All work per detail and minimum AWS D1.1 requirements. Distribution: Distribute Client Distribute Engineer Field Report ❑ Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other geth Av..11,P- , Park 180, 0101, %881.5312 Pim 426,85 ' ❑ Distribute Contractor ❑ Distribute Owner Report #: 50569 Project Number: 09 -138 Permit #: M08 -256 Project Name: Boeing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S. Time: 1:00:00 PM Temperature: 62 Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden A J .R. Tes Client: The Boeing Company P.O. Box 3707 MC 1W -08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 6/23/2009 Distribution: ❑ Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner ❑ Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Field Report Report #: 50634 180th Ave.N.E., Pak 180, Suite C101, Redmond, WA . 881.51112 Fes 400.081 4441 Time: Project Number: 09 -138 Permit #: M08 -256 Project Name: Boeing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S. Temperature: On site for the following: Performed visual inspection and monitored fit -up and welding for pipes at roof elevations. All work per details and minimum AWS D1.1 requirement. Visual inspection is for surface only and not for sub - surface indication. Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 6/25/2009 Distribution: Field Report Report #: 50686 ALE, Pat 183, Suite Time: On site for the following: Monitored fit -up and welding for pipe connections. Work in progress. Performed visual inspection of pipe welds, grids L /2 -L /4. Work per detail and minimum AWS D1.1 requirements. Inspection is for surface indication only and not for sub - surface indications. ❑ Distribute Client ❑ Distribute Contractor ❑ Distribute Engineer ❑ Distribute Owner ❑ Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other Project Number: 09 -138 Permit #: m08 -256 Project Name: Boeing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 6/30/2009 On site for the following: Monitored fit -up and welding for pipe connections at roof elevation grids L.4 -L.6. All work per detail and minimum AWS D1.1 requirements. Visual inspection is for surface indication only and not for sub - surface indications. Distribution: ❑ Distribute Client ❑ Distribute Engineer ❑ Distribute Municipality ❑ Distribute Architect Time: ❑ Distribute Contractor ❑ Distribute Owner ❑ Distribute Other n Distribute Other Report #: 50682 Project Number: 09 -138 Permit #: M08 -256 Project Name: Boeing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden MAY 2 0 2009 COMiu;UN= € DEVELOP': ^ = °'t A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Structural Steel Date: 4/30/2009 On site for the following: 1. Received WABO license #W01086, expiration 1/1/10, for project welder Steven H. King. 2. Inspected fillet welds for pipe stand connections at roof elevation grids 2A -2L. All work met or exceeded details 1, 2, 9/S572 and minimum AWS D1.1 requirements. Distribution: Distribute Client Distribute Engineer Distribute Municipality Distribute Architect Field Report Time: Project Number: Permit #: Project N. me: Address: Distribute Contractor _' Distribute Owner Distribute Other Distribute Other Report #: 50531 oeing 9.101 Chilled Water Consolidatio 9725 Marginal Way S. Temperature: Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden P7CE! ') MAY 2 0 2009 COMi' • DEVELOPP_ u r Field Report Report #: 50551 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Inspection Performed: Welding Date: 5/4/2009 Distribution: Distribute Client Distribute Engineer Distribute Municipality Distribute Architect Time: Distribute Contractor Distribute Owner Distribute Other Distribute Other Project Number: 09- Permit #: M08 -256 Project Na e: Boeing 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S Temperature: On site for the following: Inspected 1/4" fillet welds for pipe stands at roof elevation grids L/2 to L /9. All work per detail and minimum AWS D1.1 requirements. Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden Field Report Report #: 50181 A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client: The Boeing Company P.O. Box 3707 MC 1W-08 Seattle, WA 98124 -2207 Contact: Andrew Baird Date: 5/12/2009 R''EC.E yr MAY 2 0 2009 CONlrnUN.TI DEVELOPrt ENT Inspection Performed: Structural Steel Project Number: 09 -138 Permit #: M08 -256 Project Name: g 9.101 Chilled Water Consolidatio Address: 9725 Marginal Way S Time: 3:30:00 PM Temperature: 58 On site for the following: 1 Inspected 1/4" fillet welds for pipe support staunchions at roof elevation grids L/9 to L/15. All work per detail and minimum AWS D1.1 requirements. Distribution: Distribute Client Distribute Engineer Distribute Municipality Distribute Architect Distribute Contractor Distribute Owner Distribute Other Distribute Other Inspector: Blisserd, Dale Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden r .A K �� itwt y ►O N Ce BOEING � p ppROV TUKWILA DEC " 4 20 City �T�NISION Chilled Water Upgrad: OxolN CEI Project# 08392 Tukwila, WA Miscellaneous Structural Framing Design Calculations October, 2008 /0 -? l -0$ Prepared by: �COFFMAN 1601 Fifth Avenue, Suite 900 Westlake Center Office Tower Seattle, Washington 98101 (206) 623 -0717 Mob- 21/45k• RECEIVED OCT 2 3 2000 PERMIT CENTER � 0E1NC -1 F1P6 Sti1SM\C ➢SIC - �f�l ASC 1- 0 NON ?uit,pi ■C-1 S \M\L'A - r0 viiL,Dii\C-IS LiA11iV �� ° %a'�/�i•1� N LONC(t1 ,U2 0 122_° I S' l , l2'' VJ tiS N 1 US C S s = 1 21 0 .2521 ASSGi tv\ S\\ CLASS P �a = 1.0 [v = 1.9 C M S = ,9 s bs • DI 1,01 • O. _91 OC(ttPAN CA1 Gaya -'/ 5. COFF AN N G I N E E R S =� S MS\C N CAnC m od eDLIN 1\W- (Fli -M) location client bY date W_2.-1 o� checked date sheet no. job no. 0%M2_1L SEA-131204 \I = G in/ (Is SVC, ( 1,014 (h.29/I.0) v O = COFFM j "/' N NGINEERS AlIuV -E O Pt A'V.y S TE.�.t (DNCEITCY\(.AU \/ TPAt \S ) \ 2_" = 2.2_ X \ = 2_c/ (p in 1 C t \ ! 3 12�n J 5e-6-c)(. (02 .‘k 1\21(- I 9i GA,CIA1.A`\ED ' J \'A M€ Of \q4 - t IS (LOSE TO TA ?LE VAuvI : (` to,c13 IbF TA81.j \I A Lt1 S I DR A 1 „ \' 1 C (UC AMC.) 4 ± VVOM TAs31k PIPE we fiin `AJA1 -- YVEIE,F \V 20 \.(p \bf4k, � , = 7_0\ . (o Ib 1 . c t, X ( 0 1 4 ' t / 2 _ = (a .1 K- P2 = ? D\ , to \b / {t X (o\ -Ck 12 - to , I K project M- I N € 1 T A — 1 110E \ A 1E: ! location client by } \ t date checked date sheet no. Z job no. 0)30 4 ' Fn. A \i4 t! P1V (EX \ST11∎1 (p3, �� t 4 22.0 Q 3 I b 1-F -4, .0 • FFMAN N G I N E E R S 40 : \jf\U S V IAF31, WA11'- Wb1Ci {T P = I22. OS Ib /.Ft X (o { -f t j Z = 3,l K- = 12 1b X to -ft I 2 = 3.1 � 3 = 122.OS Ib /-Et X 2 - 1 4' 2 .°I Py = 122.02 no /ft x 1= project -,0 1N( - v \A 'AdAlE Vt1'(- I G'ADE location client by P1K date ? I z-51 053 checked date sheet no. 3 job no. OY '9Z SEA-B1204 Carbon, Alloy and Stainless Steel Pipes - ASME /ANSI B36.10/19 • Ads_by. Google• Stainless Steel Pipe Seamless Steel Tube Stainless Tubing Stainless Tubes Aluminum Tubing The Engineering ToolBox G o o b www.EngineeringToolBox.com Web The Engineering ToolBox Resources, Tools and Basic Information for Engineering and Design of Technical Applications! Carbon, Alloy and Steel Pipes • ASME /ANSI 836.10119 Pipe sizes, inside and outside diameters, wall thickness, schedules, moment of inertia, transverse area, weight of pipe filled with water - U.S. Customary Units Sponsored Links Steel Pipe Tubing Stainless Steel.Pipe Stainless Steel Tube Steel Pipes Supplier i. Steel Pipe Tubing Directory. Find The Top Industrial Resource. Find Large selection of stainless steel ISO quality authorized enterprise It Near You! Stainless Steel Pipes Quickly. tubing. 31655, 304SS, many sizes Fast service & your choice. Buy! www.usdirectory.com Industrial101.com www.ColeParrner.com /Steel - Tubinc www.jsguoqiang.en.alibaba.com vv The steel pipe data chart below can be used to find pipe sizes, diameters, wall thickness, working pressures and more The chart is based on ASME/ANSI B 36.10 Welded and Seamless Wrought Steel Pipe and ASME/ANSI B36.19 Stainless Steel Pipe. Regardless of schedule number, pipes of a particular size all have the same outside diameter (not withstanding manufacturing tolerances). As the schedule number increases, the wall thickness increases, and the actual bore is reduced. For example: • A 4 inches (100 mm) Schedule 40 pipe has an outside diameter of 4.500 inches (114.30 mm), a wall thickness of 0.237 inches (6.02 mm), giving a bore of 4.026 inches (102.26 mm) • A 4 inches (100 mm) Schedule 80 pipe has an outside diameter of 4.500 inches ( 114.30 mm), a wall thickness of 0.337 inches (8.56 mm), giving a bore of 3.826 inches (97.18 mm) Outside Diameter, Identification, Wall Thickness, Inside Diameter • Area of Metal Transverse Internal Area, Moment of Inertia, Weight Pipe Weight Water, External Surface, Elastic Section Modulus Pipe Size Outside (inches) Diameter (inches) 1/8 0.405 1/4 0.540 3/8 0.675 1/2 0.840 Identification Steel Stainless Wall Inside 1pilck en ss, Dia efe Steel f Iron Pipe Schedule Schedule (inches) (inches) Size No. No. 10S .049 .307 STD 40 40S .068 .269 XS 80 80S .095 .215 10S .065 .410 STD 40 40S .088 .364 XS 80 80S .119 .302 10S .065 .545 STD 40 40S .091 .493 XS 80 80S .126 .423 5S .065 .710 . 10S .083 .674 STD 40 40S .109 .622 XS 80 80S .147 .546 160 .187 .466 XXS .294 .252 5S .065 .920 10S .083 .884 3/4 ST D 40 40S .113 .824 1.050 XS 80 80S .154 .742 160 .219 .612 XXS .308 .434 5S .065 1.185 10S .109 1.097 STD 40 40S .133 1.049 XS 80 80S .179 .957 160 .250 .815 XXS .358 .599 5S .065 1.530 10S .109 1.442 STD 40 40S .140 1.380 XS 80 80S .191 1.278 160 .250 1.160 XXS .382 .896 1 1.315 1 1/4 1.660 5S .065 1.770 10S .109 1.682 Page 1 of 10 Search 1 Ads by Cook http:// www .engineeringtoolbox.com/steel- pipes- dimensions- d_43.htrl 8/22/2008 Carbon, Alloy and Stainless Steel Pipes - ASME/ANSI B36.10/19 Page 2 of 10 STD 40 40S .154 2.067 XS 80 80S .218 1.939 160 .344 1.687 XXS . .436 1.503 5S .083 2.709 • . 10S .120 2.635 STD 40 40S .203 2.469 XS 80 80S .276 2.323 160 .375 2.125 XXS .552 1.771 5S .083 3.334 • . 10S .120 3.260 STD 40 40S .216 3.068 XS 80 80S .300 2.900 160 .438 2.624 XXS . .600 2.300 5S .083 3.834 • 10S .120 3.760 STD 40 40S .226 3.548 XS 80 80S .318 3.364 5S .083 4.334 • . 10S .120 4.260 STD 40 40S .237 4.026 4 4.500 XS 80 80S .337 3.826 120 .438 3.624 160 .531 3.438 XXS . .674 3.152 5S .109 5.345 . . 10S .134 5.295 STD 40 40S .258 5.047 5 5.563 XS 80 80S .375 4.813 120 .500 4.563 160 .625 4.313 XXS . .750 4.063 - . - . ... . . . 5S .109 6.407 . . 10S .134 6.357 STD 40 40S .280 6.065 6 6.625 XS 80 80S .432 5.761 120 .562 5.501 160 .718 5.187 XXS .864 4.897 5S .109 8.407 . 10S .148 8.329 20 .250 8.125 30 ' .277 8.071 STD 40 40S .322 7.981 60 . .406 7.813 XS 80 80S .500 7.625 100 .594 7.437 120 .719 7.187 140 .812 7.001 XXS . .875 6.875 160 .906 6.813 5S .134 10.482 . 10S .165 10.420 20 .250 10.250 30 .307 10.136 STD 40 40S .365 10.020 10 10.750 XS 60 80S .500 9.750 80 .594 9.562 100 .719 9.312 120 .844 9.062 140 1.000 8.750 160 1.125 8.500 5S .156 12.438 10S .180 12.390 20 .250 12.250 30 .330 12.090 STD 40S .375 12.000 12.75 XS 80S .500 11.750 60 . .562 11.626 688 11 374 2 2.375 2 1/2 2.875 3 3.500 3 1/2 4.000 „.. 8 8.625 80 httn://www.encrineerinatoolbox.com/steel-nines-dimensions-d 43.html 8/22/2008 Carbon, Alloy and Stainless Steel Pipes - ASME /ANSI B36.10/19 Page 3 of 10 16.00 18.00 20 20.00 24 24.00 . 10S .188 13.624 10 .250 13.500 20 .312 13.376 STD 30 .375 13.250 40 .438 13.124 14.00 XS . .500 13.000 60 .594 12.812 80 .750 12.500 100 .938 12.124 120 1.094 11.812 140 1.250 11.500 160 1.406 11.188 5S .165 15.670 . 10S .188 15.624 10 .250 15.500 20 .312 15.376 STD 30 .375 15.250 XS 40 .500 15.000 60 .656 14.688 80 .844 14.312 100 1.031 13.938 120 1.219 13.562 140 1.438 13.124 160 1.594 12.812 STD XS 10 20 30 40 60 80 100 120 140 160 10 5S .165 10S .188 .250 .312 .375 .438 .500 .750 .938 1.156 1.375 1.562 1.781 5S .188 19.624 . 10S .218 19.564 10 .250 19.500 STD 20 .375 19.250 XS 30 .500 19.000 40 .594 18.812 60 .812 18.376 80 1.031 17.938 100 1.281 17.438 120 1.500 17.000 140 1.750 16.500 160 1.969 16.062 5S .188 21.624 . 10S .218 21.564 10 .250 21.500 STD 20 .375 21.250 XS 30 .500 21.000 22 22.00 60 .875 20.250 80 1.125 19.75 100 1.375 19.25 120 1.625 18.75 140 1.875 18.25 160 2.125 17.75 5S .218 23.564 10 10S .250 23.500 STD 20 .375 23.250 XS .500 23.000 30 .562 22.876 40 .688 22.624 60 .969 22.062 80 1.219 21.562 100 1.531 20.938 120 1.812 20.376 140 2.062 19.876 160 2.344 19.312 .312 25.376 17.670 17.624 17.500 17.376 17.250 17.124 17.000 1a ran 16.500 16.124 15.688 15.250 14.876 14.438 http:// www .engineeringtoolbox.com/steel- pipes- dimensions- d_43.html 8/22/2008 AFR''Trir'RN 61-1E_C,K k A( . • 4 2L)zotzsi- F x[2- T (9' V= &3L tiCicTir` ? p s yr R-r 4 PROJECT Fysp___J-, e..1 .L/ ) JOB NO. MADE BY - V4k DATE F PAGE OF opf I36g L.e3 " (.4) / 0 T 2: E-t•Aai.:.. T ‘ 71 \Al? o '& 1 , AE9TYLEV, 6_11R iZ e -A-p'( T ti ksso f(ii' ,JC � N� = 0.9 03-. c r x Z K-;---r 1 ✓t. t t. 3. + 0.303 4Lx PROJECT 6(,= i4.J(- T11K 4.1-0441) f- /,0 MADE BY S///Z JOB NO. 03 DATE /5 ,p' PAGE OF STi2�.sSt.)v, TF_. ›p..Js to 0.9 x ZSD " t KSt L= b60(�rst E GI =,,,EkhL Tv Z N eTAL c.on s As= D.3p6x5 =1.5 c0,000 t- X 3oa ps- I3 - 5,100 f 10, OD +. 50.06 3cD (o.oa0 As 49,3& gs1 ,e 6.3(56 S3. 7 f�i�S /r�,�. e•v dd 6A-vL ° 3 ('3.75 )t ?.7 5 t t/ +( -4 )= 41,5 16,1 IL- i).1 t J As � D•003?' vAJ AIENTFMN UU 1 (A_pA -cir vi Ac= 2-(12_yrkgNA x Z S D.Z�� 7r t l.436 - 1Fs ` Cs-t_ } Id, ea) t : 1i3, (0(7 rs X gGb C: 184. /.,7 Ks! u )4 1 kst x 12.,-) ( pb.1 0,1(IP .65xS, x).436 b oyt A"..) �gr�ttS l4 �x 6/4 61 � ( i- 5 x.JT = 2-31.& h AJ o 4/ t v 1T ic ;c) ccF xID = 2,;U I.Jr = 1.2 (fs'b0 r c () +- 1. G (2 56)= /4I2.6 . r L 46 ' 2 �'i•�" U✓ 0/ 476 PROJECT Ed u.. i ii 1/7/) 54/70 ! JOB NO. Dt3 MADE BY SMIR DATE 9 / 22 /it PAGE OF r k/t - (ZDK -ter / -,Z)= 24 k -FT 12. ZCC4.0q K -FT bjj /2 434•/.4 k-Fr At: 236 .,, � As - o.no624 At 9 FFMAN INEE C� Li c tc vt •a it , 9 - o. ?,;>Q4, CJ`s 0V, =als 2 - 7 fwd J 9‘1// 9‘1// _ Otis 44_ =20, 32 iv 6. L (8G.C3,+ l.66 /DbO r 294 PROJECT clr, JCS G-t•t l47•a () F176 JOB NO. O �l 3 92, MADE BY el 7 0 :3 Cyz)%2_ (40 gt )(Z. ZA U� Sx 2 o S � x 2q- tvv !< DATE C.K g le- t f '$ r r x I. 2 PAGE OF 6.32 k G ACOFFM N AmaNGINEERS rp.p LH akb. < 4E. MADE BY LI 2.J5,". o g"- in 11/4/14 C). tAL 3 /4 42 A32; ?.,L-TS T i3 Zoi-r A P IT T 19, Is.) ?L-AT M friA-‘A iL9 x M iStroe (Sx fu PROJECT -4,[/ft (41 I il . /) JOB NO. Z 2'7 R-- AJ DATE PAGE OF F.0 T Results for LC 2. 1.0DL+0.7E0 Coffman Engineers, Inc. SMR Oct 21, 2008 at 7:15 PM Existing Bridge.r3d Results for LC 2, 1.0DL+0.7E0 Coffman Engineers, Inc. SMR Oct 21, 2008 at 7:22 PM Existing Bridge.r3d Results for LC 2, 1.0DL+0.7EQ Coffman Engineers, Inc. SMR Oct 21, 2008 at 7:30 PM Existing Bridge.r3d 1 M80 V -6060 1.27 2 1` 80 ". ''"' o ,� M 7 "Y ° 8 : : 0 -���r 'rM 1� ,�: �. �: v •� , . -- �°.:.•�;6060�,�,. .,r1 ,:rte �a- ens r.. .,.. ��r�sr�'4�2f7�� 3 x 4 rr .: ;�. M90A r ;tea �: -.�.9 m ;, , �,..�:, � �.�..= , M drA� �s:�� ;.1,..�. - � �'� �� -,sy� .{,;.,:� � � � „ -673.3 .:a „.�..�. .�:.,= 673? 3.1 1.083 t':. ` �,'" � N083� �4g. 5 M92A v -673.3 1.083 mizi riciagazwipowAvompaaw agf4 ' , 1:. w.. ' 673 az#m ��`' �; 1Q83 1g ;,g, 7 M94A v -673.3 1.083 ,.:n .- .�8�`" �aua. Cif �' n ,. , . '�11%M96�''i"� �.n��°',� �: `..��; r`;�y.� �:�.,.� dt Y �; a ut k�'.t1��:S�a67r3�3A�`!�w!>Z. 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'' .., r M34' 4 ULV � f 2 3 Snow Load None f2 32 P.4 ` 1 .�, '` , 3 1.0DL +1.0SL x r - - -- q bT ,. n Yes , .. Yes T j Yes Yes Yes Yes Yes Yes ` { aw h II O Yes s�zv Yes tr a {., �` 1.OD +.525EQ +.7.. 1 1.ODL +1.OSL Yes - - - - -- 3 - -• 1 - -- . -. -. -. .E1 . uv.y. ✓vv . u...v. v...V . q..W$ ULV J aj.dIJI f 2 *1 OD�i +b CEO Yes W ,: r:� . f2 7 :i P.4 ` Fiji s W :;'' ; ;:; ,. . 3 1.OD +.525E... Yes 2 .525 .75 Company Designer Job Number Basic Load Cases BLC Descriot C offm an n Engineers, Inc. Load Combination Design Description Service Hot Rolled ■Cold Formed Oct 21 2008 7:27 PM Checked By: t' Load Combinations Member Distributed Loads Member Label Direction Start Maonitudeflb /ft.... End Magnitude[Ib /ft,d... Start Location[ft,%1 End Location[ft %J No Data to Print ... Joint Loads and Enforced Displacements Joint Label L,D.M Direction Magnitude[lb.lb -ft in rad Ib's ^2/ftJ No Data to Print ... Member Point Loads (BLC t : Dead Load) RISA -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] • Page 2 A cnivinl M90A y ..,,.,. r, . - 152.76 wt.a LALI) ' 06.4Ms1.A r a �� :,r' u +- i N 3 916 ,1,6 x3.9 �� M92A -152.76 3.916 '!�N 37A�:�..,,, 4 _ • -.i . ; I ;�, `: rya' r �- `.e];5 217 6 � �* ! a 3f91g6 . `�'� F '�r4:' `' M94A - 152.76 . 3.916 �;. 3._..__ -6 ` 280 7 -. ^ v 14.41 y �, "x ` 152 76 3 9,1"6 _ .1. ; Company : Coffman Engineers, Inc. Designer : SMR Job Number : Member Point Loads (BLC 1 : Dead Load) (Continued) iei ber Label Direction Ma•nitu•e b b- 25 26i 27 29 30;, 31 32 33 M96 IV197I�g M98 28 M100A M102A V'tt3M103 M104 8 ar041o50i na. +M 7r3�`3 6t -673.3 ti 6:33 -673.3 tY -673.3 ItZ . 3t»: -673.3 -673.3 '3r91'6k 3.916 `=3T9;1'6 3.916 3.916 hr's 3.916 3T9 =.i'�6 3.916 Member Point Loads (BLC 2 : Earthquake Load) -210 1.083 1.083 .M95 -t� M96 t. M100A li IVI�01A'k M 102A n Sri ltiAF:• 1.083 1.083 4,1,1 1; 083w= 1.083 1;:083 1.083 ' 1.083 E "' `•ytT4' 9 ' r� Z iraeir.+.+f��'!1S41L:' ,•. �'�siai•�" • "'ry E'Jktir,. 1.083 3.916 3.916 Z: Z -210 W 2,1� - 0� -210 -210 V 2k1.0 ; : -210 3.916 ?'9 1G: M b Label D ection M94A •`' M100A M 102A y ��re l M104 r1Y ,y M97 , try, i • M98 Z M s itude b lb-ft Member Point Loads (BLC 3 : Snow Load) Direc RISA -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Oct 21, 2008 7:27 PM Checked By: Locatio ft 0 0 Page 3 1 ' 2 ' 2 N45 A . N r r i ° , �.� .. �, '. ��..N46� �' 0 , rt r � �, : �,a�_•�0,; �� �; -.143 ,� ';e e .. 0 0 �a m . �� " �' �i 11:8 , : 0 -z'.17--'7x. wF: �0 ' , 0 " „ :. ,:0' � `� 0 '0: "'' 0 s a�„';, '" A0 - • 0 ea�v. ry , '", � CI °� �? pi.;.� >�, �•>.��2:608e.7,�,7 .002 • �- X002 "� �' 0 a ... �'0 �:�, -.004 4 r. �•' } ri ;00 �;:.�. .:��:' 3.118e-5 a+:xr. i t . . : n' 1:1 - `6e=° a 4.9e -7 1.748e-4 r�° � k� ; 829e- , -7.142e-4 r. =7r . ". � ' "� :39e 4. -4 581 a -4 ,. � ,�.- ' 2.609•. 3 3.905e -4 per '�5�4 °.5e�d -4.53e-4 •°t j.,:d2�5Mt.e -3;., 3 4.x' 5 7 ' 8 ''• 9 .. 11 e ��:,flt..3t.��� 13 �:.�1.4,': 15 1 "6' 4 17 '[Eli. 19 X20 `"� 21 X22.:. 23 , P - N47 :; „° ' 148.,: ' 2 2 :, 2 2 2 i tee, , 2 • � 2 MZ 2 2 •� � 16Y 04.4 Ail 2.375e-5 `1 207e-4 ,' 4.606e -7 x N49 1 ? ': •i 50' ..,8:1, ', : 0 ,,, , , 0 . : ,�� G 0 Ammer 0 1.67e-4 IJ:��y x7 � x, rI - ,: s 63e�...�.s -8.771e-4 .r.�• � r . 9 ^� �8..759e,,4 ; N51 ' ` e. ,. � �� . 52� . >,u.. ��n N65 4• .: " 66�'.. N67 1 a b c' . 68H�:_:�"° -.076 n9i?} ,•. ':.. �.ti.�:� ,0 -�� =•.� .032 A�:'.'031 ... , . 3.11 a -4 - F s� . �•. • _ �t. 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Designer : SMR Job Number : Member Point Loads BLC 3 : Snow Load Continued Joint Deflections X finl Mannitude[Ib Ib-ft1 Oct 21 2008 7:27 PSI Checked By: 0 RISA -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Page 4 28 `g: ` +_' ' 84* . 29 N29 .:07 ii "fi -.126 1 �.�f . �k1�29i :�.. -.116 0 107 In F -.098 k16i2'�,:t086 a2 -.075 k k062 J -.049 . ^a�' . -"r�;. °03fi�' -.023 r.,,;,,r_i �.,:�,,:z_.Oa �� ,. ' as x'`0 r1 .' .161 s -.428 ;'5 ." :54 % . .7 < -.642 !liC.gi12 ��,�f` 6. � � -.788 X 8331 -.858 i F ��+ a i s 863;,: -.847 ;. v �_ . ,..8t1 +2::....,. fit . :0.'.. ' 0 � '�.0�1�1. .023 �!• ��= ;, o c . 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Joint Deflections (Continued) Y Fine RISA -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Oct 21 2008 7:27 Pin Checked By: Page 5 Company : Coffman Engineers, Inc. Designer : SMR Job Number : Joint Deflections Continued LC Joint tabel X [i ] Y [inj Z fin) X Rotation [rad] Y Rotation [radl Z Rotation [rad] _ 85 2 N85 .005 -.433 .194 6.604e -4 - 4.103e 4 4.042e -3 ; �N86 `i "' . x 009 . h �'; '� =l28l1 M 209�� •16'461?e '4�'`.. s- r �,t o r�.. ,:-- •�t,��, 4�1;03e�.4�s �;..4�34ea3 2 N87 .012 -.118 .224 5.299e -4 -2.604e-3 0 2 S.?A= KRATe5` r 1 4M ,ft926oc N4,46466613TOR61 21741375e�3'��. 2 N89 .001 -.344 -.431 -4.15e-4 2.245e -3 -4.249e-3 027 regifN90 `:ate 0.04I' 4 ,7 4-92 ' aaIt''f 448' . ' I. ''1? 54' `6 ;a 239e { '3l9i4`4e '3 2 N91 -.009 -.626 -.45 2.944e-4 2.372e-4 - 3.516e -3 • i2 N92=, :au' 0,1 *7 e I: 74 * u`4 8454. 5 x79:1 +e.-47; MITtilfreM ° 3'0131;6 3 ' 2 N93 -.025 - 841 454 y 7.681 a -4 - 1.513e 5 -2.442e-3 .142U .1•. T4 .. 1 ... 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Joint Deflections (Continued) Joint Coordinates and Temperatures Z [Ibl -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Oct 21 2008 7:27 Pill Checked By: MZ • Page 8 Company Designer Job Number Joint Reactions Coffman Engineers, Inc. Joint Deflections (Continued) Joint Coordinates and Temperatures Z [Ibl -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Oct 21 2008 7:27 Pill Checked By: MZ • Page 8 Company Designer Job Number Joint Coordinates and Temperatures (Continued) Label X i Y Eft ratgat' � :L N80 ' ' ' " , s : -- - .19571 ` �•d ° 24 25 26E 27 29 x"030: 31 Ley 33 3'4 35 =36 37 . J38�` . 39 4 41 43 45 FialM 47 F48 49 51 53 54W 55 656 57 fr58r 59 60 61 62 63 65 6' 67 W6 69 470 71 73 75 E476 77 k.178 79 Z fill Temp 1F1 Detach From Diap.., N81 0 -14.5 2.75 0 �N82 VA i i tt= - ER'1 iV6M14 314:012U510015 t M Q � i A: `d ' n, N83 59.95714 -14.5 2.75 N84 - se,R° '��, s59' 9571:4;: �•;.0 r it014 s ',r �`; . ;7 i'75 : 4= "' �'" SP F4,1 -lab ` " N29 " �� 3 - 0 0 ,' PAN30 i44 6[0'44'6 "� AM- 3 i 0 i !:: " 0<: 44 : i N31 9.0832 -3 0 0 " " 13Z nt '. 9, ,, , 2 124 1 " = u�'' K MUNainali g'" 04; . ' ' is .tC m N33 15.1664 -3 0 0 N35 21.2496 -3 0 1 '4 : w ' , :.:.. ? ' �'+!Xal!`t O.is��t.,§� N37 27.3328 -3 �,x; - r :.Ns$�:;� :>•a;. a k' ..�. 30'.374,4Y 4:4K t,.s41.3r;0�:� � � • ;.�:.ii4.10 };"�"ei i•.e:. N39 33.416 -3 0 Wk' " N40tra : ` ` 36T4'576riiw '. ;00'3 a O 4" V: N41 39.4992 -3 0 0 Ni2 A 42Y5468S. ° 3 Nig. 0 fa 1 N43 45.5824 -3 0 0 (V4Y4 " a A 487624..8 i 7. r`3 , 1 � j14 rt, �, U Al N45A 51.6656 1V4∎at` i.7;ZSi•S 545.072i ,' gvawl '. ::za,A0 ; `,` ' .,,.�. titi.4's. A'..t.1 VIMPAISOki N47A 57.7488 -3 0 0 N49A 6.0416 0 0 XIN50`ANK I' .51,M616682 ,1 a u, '0lO vial er.`0 ; . r 0oraa, n , N66 Coffman Engineers, Inc. SMR N79A u N80W 'leis 0 -3 0 0 0 0 Oct 21, 2008 7:27 PM Checked By: 0 N51 A 12.1248 0 0 0 N524 0 Pa 1,664 i t',.. . 0;0;1 0M. . 5. 0 ' r x;"0.4. „UA Nalrawarm N53 18.208 0 0 0 F154?t'v��':z1tf3D tr 2illN96Z0 :,:ali0Ma-'•; :`. '%� `�.:' `u'�l�:00ai r V Sn;',l- N N55 24.2912 0 0 0 rzlN5g6ge } on -8-28 ' O a 0 -. ; , F N57 30.3744 0 0 0 68 ' ";a ar"33141r6 143 0. ' Orri rn4° 0'.' 1 -M maise N59 36.4576 0 0 , NfiO :. ..:Iri ea;: 439 4992;1-14: *I6114 = ,srf++oATO . ite 1 �r. x. a q u ;-m W tl N61 42.5408 0 0 0 t y ;�.r •+�.5i°"� a'-� r.re' .,, WN+wt dr:. 4. •. «a u•3 f�� oG'. d 4 n,i".• �r�. . � , .,p �„�. , �,r...,nc.., ..141._ MM � : �. rL•, m - 4' 45 5824; ..s n �..,t °; : �0 c ; ,.* : , ,� �0 :; erg 4,11 r u t N63 48.624 0 0 0 64 `F N64e " ` is ikt6656 '. thea070.01U tetikatiNglz ;,,; , -a: N65A 54.7072 0 0 0 F57 7488 R 0 "f" ' kV d tnita :WYCZO .. rr N67A 0 0 5.16666 0 iN68 1 AVM X59 957�1'4j, W.SIVOltaM .: '5f1166 p N69A 3 $ -3 5.16666 0 4.14 t/OA" . °` e . ;'" 6904 ;6et >-� ; :m. y 41:11D16 ?': Y, RISA -3D Version 7.0.0 [J : \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Page 9 N71A 9.0832 -3 5.16666 0 1 0' , M• .1�2 1'248 i .a�,-.�3. �: r r tea r �.: n .f.. �• . 51.6666"� N73A 15.1664 -3 5.16666 0 4 .. 18:208 81 ",ab' '51x68- 6 0 _ WSZSISSIMEJ N75A 21.2496 -3 5.16666 0 4N76A 6" tr24N1`2 :'g- 85Ws e, 1611r6666a' t.AVIZTOURati merixamsal N77A 27.3328 • -3 5.16666 44+ >' .44N78`A x04:' 4 3i-Z 30137 *A ii dill. :' t K 646 33.416 -3 36 i 0 5.16666 0 'ilENZOIWA.10M5,71311M .1 Company Designer Job Number Joint Coordinates and Tem 81 X82 83 0134 85 87 X88 93 95 97 Pig * 8R 99 101 Kitt2l` 103 1004! 105 �1'06f 107 °,;1r08�3 111T21 113 �1�1y4n 115 �,br6F 117 119 f20k, 121 ?i1 >22L 123 f1T2TO 125 ��26r 127 128 129 301. 131 3 133 1314 135 137 N85 � N � 8 7 7 N89 H N91 N93 4:671'310 ONVERalie!N N95 N97 N99 N101 N103 N105 N107 owaS Coffman Engineers, Inc. SMR Label N81A NI82A�c"' ` N83A X [ft] 39.4992 $ 414'245'40$E 45.5824 p. W l K .6k1 cr3D 48 621N, -W 51.6656 L7, 754 70721' 57.7488 °wh rn A•Y. ,k' :10. 7. 6.0416 12.1248 ;....- i,5:466 18.208 21{2 4961' 24.2912 7:1277.3 30.3744 36.4576 tr3t5: R' 42.5408 45:58241: 48.624 54.7072 9.3746 wra 9"3746 ` ' 12.7076 11217076 ii 16.0406 p1T6br4'©6 19.3736 :aN1I9t -37i-g6k-iI 22.7066 ::'740221 26.0396 R: 26(i396 ' ii 29.3726 »n 729f3726; .:;.:7 32.7056 ri... 32170661:VA 36.0386 ,36'0386G ? 39.3716 M 39 31...A601 42.7046 t , ' 42 70'46Elit 46.0376 ` 4610371 v,) ;.;rdf 49.3706 52.7036 gag2M3CAN. 56.0366 56036 0 -3 -3 -3 -3 0 0 0 0 i,' aam 0 0 0 tYL tiA:tXM �l�ln .!1 0 0 Y(J 0 0 • -r �1drs,��6w) 0 4 15=4°' , 0 0 0 0 0 F - rry' 0 0 0 0 0 0 0 a;, 3wi•a x• .; tie ;:R.f;:.xs; 0 5.16666 EA 5.16666 ZCASAr66.661 5.16666 0 5 p1C6fifi6i3: ' 5.16666 g5t666fi;,= 5.16666 5.16666 5.16666 i�lt66i66�'��• 5.16666 .51.16666. n 5.16666 ;i‘.15.41 5.16666 51 6fi66tT :° 5.16666 iii; Z1514 54.98 . 5.16666 5.16666 5k J5St6666 a; 0 0 0 4T'2151v1 0 b 0 "5'§1x6666 0 : :W5 :1s666We 0 • 5cf,6666:sue 0 sY51 fi666Y 0 ? ,4518 661 0 0 516666'-x; 0 0 7 5r-i1;6666i 0 72: 5516666'1.1 0 x5c1;6666 2.58366 MD IF1 0 0 0 0 0 0 ZAN 0 0 0 0 0 0 0 MAkaldailndi 0 07, 3 ".fix, 5 0 0 0 0 0 0 0 I • � r '.ritA(a� +101 wSWt.Y.ir�. l g PrIt 0 0 0 Leszrai1 0 Fria. 0 0 lama lamanttag Bonsuomal 0 0 N109 iMattaNWOViataMg N111 N113 N115 rfalt6.. :e;;t' N117 N119 N121 MAW firf22Ii N123 N1kex. N125 y� N 3127yt !u' v :eer Y Ni ralt sue' t � N129 N131 N133 N135 eszimerrast N137 eratures Continued Y fftl Z Iftl Te RISA -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Oct 21 2008 7:27 Pin Checked By: Detach From Diap... Page 10 Company Designer Job Number Joint Coordinates and Temperatures (Continued) YrKjaitk 16613 KIMMV.1 N�1:38 i° `59 957cr14't d �2; 58366 �' ' ir, s0 sr 139 N139 5.25 0 2.58366 0 2+' �'{1 =�" N x i� d 1;40: :' N 1f40 � � 2 . f Z:: M =rbit � �u r 06 '2 58366 ' ' u o3 g 8. 5 .07 t �•,..::, r 141 N141 11.25 0 2.58366 0 i'4 1;f ' IDN f42E24001 # r` .as:1.4t25f � I Vett iS,AfR Lz3;� ` " 2?583. " 66 143 N143 17.25 0 2.58366 0 ' i144 IV 144 a _i 2`0 *25 .1e "w, W, i 0 ; I ` , 2 583` : � 66 . z 0� '' 145 147 V1%11= 149 151 171 7x2 173 �147'4� 175 177 179 1r86 ` 181 0 187 15881 189 Z1(9©x 191 193 N145 n N1` ON -µµ N147 N187 t aIEVii:�` �iN 88`x" - N189 N1 N191 Coffman Engineers, Inc. SMR Label X (tt1 Y fft Z Ift) Temp Fl Detach From Diap... N149 35.25 -;1�1 51 0 u fal Fr 38:25 r`, N151 41.25 .+If� �x+Ivtff4Y• 2.58366 0 fw{ . �t • 258366 t • :rK , r. '0tM " ' . � z .>x w ,,:, _., . a f:.;:�i 153 N153 47.25 2.58366 0 i 5 } nti'5 *4a • irg5d 25 ;�. i�� ss>L 1 2 ,563"6"61 rte, t' d: 155 N155 53.25 0 2.58366 0 4 156 i`' a• ,r.�aN15fi te a' tii , 56:25,; ?. `0 °-� " &i ;i2t58a66 t 0 157 N157 5.25 -3 2.58366 0 lr1`58ia llaMa'58 8 ii 3 x"`2756366 r? ''f0 159 N159 11.25 .1r6.6`,; ` Nb166 161 N 161 17.25 _ _ � •°,� s..6 t 162 % - r::~� .; t. �..: 2 � �:25 ; 163 N163 23.25 165 N165 29.25 1`66 >�s" da ''N166.6." '' �.32�25:: 167 N167 35.25 168 ' 'O '. Na1�fi8. "�,;�'38 25>? ; _ 169 N169 41.25 X170`_3 3��:° N4 (i tl '44 25 ' N171 47.25 -3 2.58366 0 " �N1:72• r 50Q25 ' w� . 3i`k f � 2"58166: .`� N173 53.25 -3 2.58366 0 :0. : N117741 ,�.: .' x+56 2M7 C.W7:°3; i�`" #2 5836fi: ' '_ .LO N175 6.0416 0 2.58366 `f'tl`� wR•IF :3°- � d' n$ - 4t �:'f 7 f '•fi a•'.+)P >!.� I. °:°�Fi A '" I, rx1TeTiin4 N11�76 .V: , ":0:9:3746 :l'., _..'° )ib',Z ,::.a %2158366. �"L.Z h, N177 12.7076 0 2.58366 i'Zalr KNN 1:7 " 8 ' ";�1`6ti0�406', �:m: , c @., � '' 0 .. ! r.?, 2 i � 58 3 6 , 6 %), 04 N179 19.3736 0 2.58366 0 N 80� w �',..,. 22:7066' 0 � ',': 2158366'';: a _ 0�. 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Jw...i14 ah "d4 0 0 2.58366 0 M 2'58 r 366 0 2.58366 0 An1 0 0 2.58366 0 leaM WARR 0 StitatollgRO 0 46.0376 0 2.58366 0 .49x3706 ' 0 g; 2h58366 Mi0 M; 0 2.58366 4583 0w 66,`. 4 " ' 119 " •4 m i "u1L14' 040887. .Aay.: 0..:8'la. 0588 n a Nt 02} N_ 193 14.374313 0 2.58366 0 �"� �+ #, �1f7, 7.06887�z en oman 2 5 - 6 666': TA$ W€.04710MM1 RISA -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Oct 21, 2008 7:27 PM Checked By: 4 fS``.' c. V • t •: 4 T - Page 11 fIZXIISIVOM VirgrAMM 195 N195 21.040313 0 2.58366 0 .e Column Co `'uni Column 00IL111p Column "column Column € Column? Column „Columnt Column VBrace VBrace VBrage VBrace ofumii Column VBrace V•B"race VBrace VBrace4'Single/Ang Column FCo u mn Column `Be:" :_ Beam :ace VBrace MB race VBrace UB ar a VBrace VBrace VBrace �`c UBr"aee VBrace �"/,BraCe� VBrace UBeaCe VBrace UBrace ♦xSingle,pingle ir96; ' : � t b ?.,zi;.TN 19.6. , : ",- ."Vt 24':372887 " {:. u - `,. '0;" n" •% r 2): 836 ..,-V N `;�40Aiii Atgagimerom. 197 N197 27.706313 0 2.58366 0 7 x1:981 2r:NUi198`° . ' U " r X310888 z•i .w;;; 0 relt, ", 258366 .. -2430111.4; s; 4lr' 199 N199 34.372313 0 2.58366 0 N132 M33 MA'AM M35 • M36f��:a� M37 `- 41V138f M39 1i 31V140 M41 220'01, `��' .:<"';1N200t,:I. `� ' ' X37 / 70488/Ze 20, ;k 0 a; :. �"':.. 2 58366; v • x0 _ - .` M ` . 201 N201 41.038313 0 2.58366 �.�5 2©2'1 _ _ \"°' rir p k °. ' 1fi.,.0 WI �`���:7't -`•. N2.02+�, , . -�:�.� ^E.ri`�': . ! , v i4-; . X44 3708$7��.::,��.. . ��0�,�,.:� :_��, -• : Af j A";-, i741068•38 p 0 „ r ! ,' (.Sr. iT Ate` �w�n0��n:.� � Pnl ��.,,�•.�A 203 N203 47.704313 0 2.58366 0 4 '...".�.f-` F ;�204� 11, N - � k .l-�Y 't 1-�:�:: r �� 01afit ..g? , 1 t" t�f , .� tti 51hn036887.a it • � r - :.:k , O .0 . r. 'Or' :: �• . p ; ( , s2:58366 ., ? ey_ v �'. 1r , +,. b0. = rM �,{.n ' , � , 205 N205 54.370313 0 2.58366 0 Label I Joint N47 ti. i.4 ` 46 .' N45 � . 4:8 N49 N73 4;:;;: -t N70 : etN72).W N72 e.ti N65 . N67 ;j N68 . rf:1 J J. in N51 iiM5ti ° N46 i'' , •' : N50 ° NS N71 `1N6o N72 t7': " 74%0 N71 :N 687a N66 :X70'{ N69 1 . 6•8n% N66 N78 `'76' N80 Pa,0 "' N78 ": s 76r".: N80 't;51'N : N47A I - gOn N47A Is N66A .. _ N48A ; 50YA\ N52A li5434 N56 ► 581 N60 s ��:�N62'`.`� N64 N 49'A i N31 M ` Joilt , .y � -- ' .: �" Rotat- d- . r - • ', V %a?, : - Krn: f: t" .'� .i F1 i G, q1.- ', ` , f ,: -;Y , �� :� �. ,.. 180 =ZEE ,a.�,, } � ' `���; M ''` � 1 1 I.��:.�:� . :.`fkot. :. 1w¢,...4. Section /Sias: HSS5X5X6 I •S5X5f(6 Existing Tube . ' .e Column Co `'uni Column 00IL111p Column "column Column € Column? 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P• �:, T` iFen A8 . - G r.36� �.� y A36 Gr.36 • :;'M63'' 36 o . ` : A36 Gr.36 � � "�A�36�Grr:3.:;x,Ta o'ical: A36 Gr.36 • • '4A. 6t X73 • :, `k• A36 Gr.36 • W: ‘86'740 06 Ts 1 A36 Gr.36 �. . ;. "::iA36t' r:36 WCT� "" "o.icalr- A36 Gr.3• �J. '1• �:- a ` <, • .r•�: 'A36�Gr�3 • ..,; ;'.'..N lea ` A36 Gr.36 iL` , >A36 ' r. 3 • .: ` ? ;.Ts .- ical A36 Gr.36 � ;�:T�vpical 23 ',�24;� 25 26[ 27 278/ 29 301 31 M92 �;.,: •p M93 M94 ati3`?N126A`xR M27 'k IKA 8t M29 VAI�II30'6- M31 324 33 N3 35 06� 37 38 39 X40 41 N132 M33 MA'AM M35 • M36f��:a� M37 `- 41V138f M39 1i 31V140 M41 ir N33 N37 � '�� ' 39:1 ` a N41 `: - -!, N4 x .;. 3 N45A L N49A lails �"'^ ��� '� `'4N t. Company Designer Job Number Joint Coordinates and Temperatures (Continued) Member Primary Data Coffman Engineers, Inc. SMR Z FM RISA -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Oct 21 2008 7:27 Pill Checked By: Page 12 43 M43 N51A N33 Web2 VBrace Single Angle A36 Gr.36 Typical ° 44 is ` M44� ' :' ' r dy.-., � "i1. 3 :4`, - 1 N53`: PP` T ,.��:: s, _,. �'- .`:� . }.: a .� U � � r +� ,� r ;Web2•.; ..VBrace';Single.Angle, o .Y:,,,.. - .,r,. � .k A36 Grw36! t role; S0�pical: ; 45 M45 N53 N35 Web2 VBrace Single Angle A36 Gr.36 Typical a�x,� , iv 6(� ;�u 46: +,�..rj " 2 " -t rN35 .�- �a1�55(,.��t.:�.r��:��.r� , 1 ,�. d R P .. .xl' :�;:afl.�/.e't2�. ,r Single: Ai 9l8°, r ti 'Y- rt �; ;s'�A36i,G'r..36� Typical 47 M47 N55 N37 Web2 VBrace Single Angle A36 Gr 36 e t , 48�n€M.4$� =� >� a ,r •,�.N37 >�. N57 y }t i��: N57�� .:.f�,�,.�.r`�.:- N39 a , a , y � +. ,., .�3 . ` wi Ni ;., ,e6 Web2 c " V�r ace VBrace -t single;; 4ngle• � Single Angle a • .� \ k ;, „g36;�G�.36�_ A36 Gr.36 n - u k�T,�pical`. nowt Typical 49 M49 X --G r c SOS:. ..,Jia itgi j '£i ':N39th • N59 , a• • .+ r; N56$71 N41 � . n: >�&gN:. m s .. t t <�, v1 -. w ✓ _�57 ^•_7 ' UVei 2g Web2 VBrace VBrace 0.1iigle,Angle Single Angle era,„-N" 12.`1;A36iGr1S6 A36 Gr.36 "ia7�ypin raging Typical 51 M51 .. � - u52 :- 3'"x':5 7 #, M� ' 4(1::4 �.` '4 <' N i110r Nr 9 Ci,II;i"Y :.. ` w:. } ar gl : ... Y ' ti. ♦, F ire �W,eb2 .2 i..,_.,..t,v VBrace i Sin Angle', •• ; y �, s ' i:1 - �' , '.b, s ; Tjif ical 53 M53 N61 N43 Web2 VBrace Single Angle A36 Gr.36 Typical MIEKs 4.Ttp 7 167.!:P(43 ' '..';•;.: 63IWM�'��, • :, ',�;�:� ' S };7 ..R UBraC6 s?SingleA►gle,. .I'rA36x01:36r..: 5 T0ical =` 55 M55 N63 N45A Web2 Single Angle A36 Gr.36 Typical dRt z -� uc 561:: 5fii t' z it • 45A), r {,:: N65A.::-5 , t + � -*{ r . A.� bSV.. , .K.,ya.- n - :4., ,.', a, )F .. , ,, ,. Weli2 ,;. t . �� VBrace- :'Single Angle . r r ...�, , ;: A.36:G`r�r36w -":; % wTypieal" 57 M57 N65A N47A Web2 VBrace Single Angle A36 Gr.36 Typical Typibit1 Typical -58i ; i " 58t �.4j: 'rN67i4 04 Top Beams - .Tee .ii .•.rA36VG'i 36k 59 M59 N69A N87 180 Bot Chord Beam W Tee A36 Gr.36 WO ° tiai3u - 9 = F tV6 i t69TAZ.; ttlf A' y :. ' . ' VUebi L. , UBeace iEoubie1AhY f,:41) - Settit -36 t Typical 61 M61 N68A N87 Web1 VBrace Double Angle A36 Gr.36 Tv ical X62:..' +,' 7 6 -.- li i ' fi187� } l L. µM f ..�;� � N�1i06;a.� r f. �. +��:�:< ° , . a . T �,;.�,:��' t ra, � �SA4Vert�1'::+�� r e VBrace n •.Single -Angle � �_ ����4�36�`G'��36�,� i r Y :. g Typical 63 M63 N69A N88 Vert1 VBrace Single Angle A36 Gr.36 Typical 6. - A l i N71A, -fV90 Asa laymen traini Uert1&:Lil VBrace. Single Ar?gl "e,: (;,fA361G6 36`Typlcal 65 M65 N73A N92 Vert1 VBrace Single Angle A36 Gr.36 Typical 66% W. (u166 . ,. N75A N94 iE BIZAkilfi , .,,,.. , ,J..!'JM :: Vert:1 t X%BraCe Single Ai filet „4 Ag36�Gr 36u - 'Tryp cal 67 M67 N77A N96 Vert1 VBrace Single Angle A36 Gr.36 Typical G8 atIVI68s ; fN•79 -l. --- ' x'` . ks r = n .:. ' - •" 7.:�V'e`rt1 r'i ` U8raCe SiingleAngle O ,i A36iGn 36'• r" Typical 69 M69 N81A N100 Vert1 VBrace Single Angle A36 Gr.36 Typical l7 0 t(..,•1v170k; !N83 °' A =:l ' V1.02�~ I, �"'� " . 5..-' °:..:n r:'F �° :f i ' ` :.Vertkj °� z i U� � race le' 9.. _ ' 1' r; � w �,, • A�36 5'Gr a6 z.t 0 :e-. � �Tvplcarta 71 M71 N85 N104 Vert1 VBrace Single Angle A36 Gr.36 Typical 67 Tu7 %4 Mil - 69A 4 4N89? .iiK ,s"VA tR" 1,. UV;eb2:, V,filegeat..i file".Angle;, ;,;A3fiG ,.t `. Q Typical 73 M73 N89 N71A Web2 VBrace Single Angle A36 Gr.36 Typical °7' " 74� I mm .slip► t N91 ; „ "°?; d e K s��s,::a . n �;�;'�;-��; ta n 4 �Wi1 eb2�.`. \%Brace ii �Single,Angle qr.. � A36tC''a`r;36�' �;�� Typlcaln 75 M75 N91 N73A Web2 VBrace Single Angle A36 Gr.36 Typical : 7.66- Y�11II76Atk fir„- N�73A4:�g�`- 5 .��N93�`� ,, : � f . ��,. �; r.= w r , ,: r. �llVaefi2�; �^ yµ v .,...�,, r .V.Braee �Sirgle�Aig �e,�t: -;`,4 i='� � . A 6 Gfr.'36' �.��z•: --"" T�ypieat 77 M77A N93 N75A Web2 VBrace Single Angle A36 Gr.36 Typical 781 etar is F N75A tiTM& l ;< t 't ` e lti24'a ,VBrace aSin g, Aisle ii a cgarGi 36g' fgTrPre l 79 M79A N95 N77A Web2 VBrace Single Angle A36 Gr.36 Typical 810 NI80AT : N-f y A.4t. ` 61gi u . a .47„::.k145 VBfa'Ce iriSingle;Ang "le,; ': At36f:606 ". nirPleIlit 81 M81 A N97 N79A Web2 VBrace Single Angle A36 Gr.36 Typical 82 YM An t 7.9A . � 99P'P.g: aff �` w. L':' :"; ;' M . Wii 2i' ' V: EtiaGe "Singleftle. "'xA36166S - ' , Typicail 83 M83A N99 N81A Web2 VBrace Single Angle A36 Gr.36 Typical 18'4 Wt' 484 °A? : Nr81YAA. re-N1iati { C.S.CAS ` q l r,: Web2 Z!: ::Si!1gle :Angle � ,Q,q <36 Gr4=3fi,t= :� iteiicalt 85 M85A N101 N83A Web2 VBrace Single Angle A36 Gr.36 Typical "86 a4M86; iiN83A NA1iO3�.�>v i- `f ; :M ` Web`"2 :r VBface' , SitglerArigl'eT. 'g361Grf35 tITypicals 87 M87A N103 N85 Web2 VBrace Single Angle A36 Gr.36 Typical 1$18 _ Pfir $8A N8 5 f;;0, 5 t e' iE ` z..'V1!<' "eb2 Vi3race E.Single% TO r A-861G 3 x316 89 M89A N105 N87 Web2 VBrace Single Angle A36 Gr.36 Typical 103 , ''' . A OWN NM - TAM N89 fit430 kliN.W '04X6r7 ibea Charinei `,, Ay36 Grt:�36 �f115ical•'., 91 M91A N107 N108 C5X6.7 Beam Channel A36 Gr.36 . Typical l92 ,1 MAW 92A S NIT09';i l at<INFOM MUM 1 i C5X6 7: 4Beam"t i°'Chcar nelk.? AfiAl36fG 36a PiTnicgia 93 M93A N111 N112 C5X6.7 Beam Channel A36 Gr.36 Typical ATM , : • r -" 9`A €ATP'. Ra010 VN - dif4 " : R1,0S 6 7, ' $Beam's =fChaiiKa :tA36TG1 36 t'• Tyt-"icalR 95 M95 N115 N116 C5X6.7 Beam Channel A36 Gr.36 Typical 19'6 r` tU196=h `9N MAW: " , .'j;} :4`'k 105X6 7 ': i:Beam `':•Channel..: f;^ . +A36oGii 6 iri 5401 97 M97 N119 N120 C5X6.7 Beam Channel A36 Gr.36 Typical zi98 as ;t .i 9r 4N7121 "' t1N 1}22 wr ; Q " =<C5X6 7; 4 48eam0 ('fChari el" itii'4 86 Gr:36) i T plcal 99 M99A N123 N124 C5X6.7 Beam Channel A36 Gr.36 Typical Company : Coffman Engineers, Inc. Designer : SMR Job Number : Member Primary Data (Continued) Oct 21, 2008 7:27 PM Checked By: Design Rules RISA -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Page 13 Company Designer Job Number Member Primary Data (Continued) Labe 101 • . �1 i0 2: 103 40: 105 r06 107 1i08n 109 11700 111 1121 113 !;15.1I,C 115 11'6t 117 119 121 123 125 127 PEREI 129 131) 131 u 133 Mag 135 RIM w , 137 X1138 139 40'1; 141 '1.421 143 1.44 145 c1 6 147 TIME 149 150% 151 RTMI 153 EIRM 155 456; Of IMENEE y1' M147 Mgr M149 XR M151 M&50 M153 M 153 Mi154' M155 'i&IV111561 M115 M 2 M125 NIi:28 M127 �IVI:1�'8 M131 532'. M133 M1343 M135 -361 f Q..i N127 N135 L'Aela ti N157 °N1157�� N157 y 'NV139 N158 f;N140' ::? N159 N160 N ;1:42 N161 N162 a - ,44` N163 N164 N165 "iN1�74s°' N174 N173 N171 DIEM N170 N169 e Nii 50 N167 raN1?49 N166 N:1'48 N89 - N`1'08 N108 N112 N1x1r3° N116 N120 QN 1r21 °', ro N124 F N1'25- r`'N ;11;58 �i .rte" rk firar Web3 Web3: Web3 :Web3mx` ` &Bea earn Bea ,VBrace VBr ce V./Br; . ce VBrace ;.' �Ciiarin ° el Channel Channel Ghgiriel ? Channel 1104516,10 ;D0ubie;An9les Double Angle F�;aA36.Gr 6€ 4.r.p A36 Gr.36 A36> 'r 6k;). A36 Gr.36 A500 Gr.42 A36 Gr.36 r43670.. A36 Gr.36 A36 Gr. 6 A36 Gr. 6 `A36PGr`r '6° A36 Gr.36 ��T • IcaI�K XaTt' oicahg FG pica Tk : ical T o c Is H. r ...n n.acggl • T o ical ` ;11126 N128 ? N;1'3OL N132 N136 N174 !1137` N139 N140 N141 N 142 W =1t6�1.� a N143 e'; rSti .2 N144 ICS3i ` N145 N146 N147 nN� ;38'r N156 rAiii7.3141 N155 L10 66* N172 ,154r; ,_ F••FZ�:rt'I `- �'IVi17,•214 N154 N153 TI1l70t# N152 �1`s9s N151 ;5f N168 . 16 N150 1:111;1r67;,' •' N149 N =1x66.4 Web3 TOVA Web3 L2X2X4 ' L2X2x7et vBreee u5 ace' VBrace FMBrace" VBrace VBrace` HBrace RIB" ee HBrac Bid: ce H Brace HBrace HBrace HBrace c ou_aeAngle Double Angle Qoyble`,Ang e Double Angle Moub`te'Angfel Single Angle 4 SingleAngle Single Angle SllglerAngle` Single Angle Siijgle `Angle Single Angle ,�Single�Angle Single Angle ..� ::A36..G�r:3 • ` �� A36 Gr.3 aA` -36�Gr 3: A36 Gr.36 ;436r6036 A36 Gr.36 A36 Gr.36 A361' r.3 ,7 A36 Gr.36 A36'GrV36 A36 Gr.3 r ica T • ical • ` T"aical • Ta ':lca r • ' ; :•fu T� .Ica OMEN ioal% *P§36 'r 3:. o A36 Gr.3 • [♦ T. ocal N148 l; 65 ", N107 Vast" VAIN N109 N113 N125 M kt WiWeti3 # Web3 ^° iWeb'3w:a Web3 VBrace VBrace VB ace VBrace VBr ce lDout%IefAngle'' Double Angle 'Double>'Anglet Double Angle 'Double�AngleA Double Angle Double> Angle} Doutile�Angle;�! Double Angle tDouble;Ang "tez 6115leFAngle Double Angle f �AL36x rr� 67 A36 Gr.36 A3 Gr 36 *: :467A3 A36 Gr.36 iAs A36> r36' A36 Gr.36 A36 Gr.36 ..A36 1.36r A36 Gr.36 1 W40.::■36f 636:: A36 Gr.36 64436ar:3. A36 Gr.36 A36J;G"r,3 A36 Gr.36 A36 Gr.36 , LA36f`G r3•::':zt A36 Gr.36 T • ical ic'er4 T • ical MEM T" ical i o cal • c F:. r 4 'N'1 Y t� n .r: L { M hnlil:`7w: , S MIRTA mss=:" C5X6.7 C5X6.7 �n,4G5X6ts7 >'��' C5X6.7 New Tr'GssTis'a HSS3X3X5 Web3 Web3 s= `:V11`eb3+ Web3 Web3 VUeb3 Web3 `+Web3' Web3 Web3 n;,�IIUeb3�.�c Web3 Web3 Web3 Fx Web3. Web3 Web3 Web3 L2X2X4 L L2X2X4 i L2X L2X2X4 �""L2X2X4 L2X2X4 L2X2X4 ::�L2X2X Beam Beam Beam Beam VBrace VBrace VBrace V.B .a`ce VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace VBrace HBrace HBrace HBrace HBrace Tube Double Angle `DoubleAngle�+ Double Angle ).15u1316Angle„ Double Angle 1,6u5.1e i4riglee Double Angle rpoublerA tfe Double Angle iDouliA AngleA Double Angle 0.6u5.1e1AngfeJ; Double Angle Double Angle Double Angle xD'ouble:Angl,'ek Double Angle wSingle�A'rigle;�; Single Angle h;SiiiglesAngle . a A36` A36 G r. 6 raTA. 8T.Giaa36 _ : >AA36( rr36 ;e,7 A36 Gr.36 A36 Gr.36 • • EMMEN • I ; T, araal T • ical • • • • M101/ K41',02 M103 1:04 M105 ° MX06 M107 �M =1:08 M109 M111 A11'1,2 M113 11Af 1f6- »Y`:s M117 alivrtis M119 M121 MEN ;�haa Mtls22 M123 M129 Mit -30 M137 M139 a Mi :440' M141 NI;1142 M143 rAtT4 M145 Coffman Engineers, Inc. SMR I Joi J Joi t K Joint Rotate de.. Section S a • e T •e Desi•n List Mat rial RISA -3D Version 7.0.0 [J: \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Oct 21 2008 7:27 Pin Checked By: Desi•n Rules Page 14 k 157 M157 N128 ',N L2X2X4 HBrace Single Angle A36 Gr.36 Typical GM GSM1T5E, N 1F29 3 i - . i. � - 0 2X4 ;.�. HBrace Siingt Angie :, iii 36 G'r:361at Oiea' I' 159 M159 N132 L2X2X4 HBrace Single Angle A36 Gr.36 Typical i60 :'i ` =1 P f 1F33 ' n'' , ' E : L 2X2�X4 HB aCe ,'Single Aiigle4 'A3 - 6:07-). 1 16M f ;,T4ypica k 161 M161 N135 �� � 34 L2X2X4 HBrace Single Angle A36 Gr 36 Typical T ' '' 162 EINi11'3r4T: (1'3;1 % a v ' x�. ; f r % L2X2- rr4 1Sin le n Ie '.-�� SKr:2013165461 HBrace g, iP "i3 , .�;A3fibGr.36,.,�;,. 163 M163 N131 N130 L2X2X4 HBrace Single Angle A36 Gr. y $ . 6 Typical 1464' it6 S..0r N1'30r .4. N127. ° :ci,a,_ r" =`1 aL2 2X43n` H B race SingteAngle. �' A'. 6�Gra36�P , KT.ypcalr'° 165 M165 N127 N126 L2X2X4 HBrace Single Angle A36 Gr.36 Typical 'G Mraib � �_ p. Y .�_ , ,^ 1 •r.;' A ..+... � N . s• r:.:. K Y 7 h a -._ e„r ti1'66u f:,z 41M:1.66 'a J 26 :': Nf1t23: A: rrak' °;b :aLl2X2�X4�-k HBrace Single`�Angle... 4::A36i;Gc 36E �,� T1ypical;ir 167 M167 N123 N122 L2X2X4 HBrace Single Angle A36 Gr.36 Typical .: Milf6g „t 0020 �..,N °1tT9 1 a a 4' L2X2 ff3- fB' race lSingle;i4ngl : , A36'4G'r:36 tr, �y �irea � T Ical`_„ 169 M169 N119 N118 L2X2X4 HBrace Single Angle A36 Gr.36 Typical iVx. 0 ' n" N 1 f8 s1 AN 115,x' , " "_ :• ; ; ;L2 ` ` 'Sin Ieri I ;• :' 1..' " t pi cal X2X4, �, HBrace a 9 s e. , n �A36zGr:36_ °��1�'V i 171 M171 N115 N114 L2X2X4 HBrace Single Angle A36 Gr.36 Typical 4. - 'a' r - " °, r , ` M La -' :• HBr 8(a `-W610: ,; 4AS6 t r� ^t � n�lf .,. � � � Lt .._n. • A 1 '�' tr t 1bR t' yT .f. C� -.. Y a �a!IUI1�72 �u�.: � �1 1t1�4� �. �.� N;1�1.1.:�� �1.� ����:..�:. M, F � � ra Grr36� , T Ical�. 173 M173 N111 N110 L2X2X4 Q HBrace Single Angle A36 Gr.36 Typical rf=7�4144,0 47'4' "A€ 1.. 0 t ;N1 ?07:4 k L2 »2X'4 HBrace $irf le An ee� .'36' ' "" mom 91 �A :Gr. 36Typlcal LC Member Label Sec Axialfibl v Shearflb z Shea lb] Toraueflb -ftl y -y Momentflb..z -z Moment[lb 2 M25 1 0 - 173.032 12.145 - 40.385 0 0 ['� ;, �'� s ueS: t� 2r P& . 98 2941• ;T 294 583 t 5 ...54 ;1603 (4'5 .:5 ?AIM 3 3 0 69.401 - 294.583 - 40.385 - 708.097 - 169.788 h 4 • 'r . ;T• -w: i i P tot "0. � I F: 75:t'4 #4r9 n293L0�`48 i ' ".. 0 p ' 4 *.367 , , ,, �4 2.942'�� X83.878 : 5 5 0 46.556 293.048 - 40.385 0 0 p,6i . , irr ' ": WI26 :�ri 14" WAr0i "' '6 � ;:=L "63F1i�. `�9 253. :s ` C] i I". > r0' 7 2 0 1956.687 -.127 -9.253 .047 - 4156.099 :.� fad b x{., as tQ ssy `.• i i' _':t3 :vt ' di :: 1:�' &11927.: ' c' f :;1 77 -, r ;. " �t Y 4Or • 1' Q` ' '� 8 6T68 794.; ,� n: = 9.253�:r - -' �:128'� : -6 2 , 9 4 0 - 2671.947 -.029 -9.253 .04 - 3693.79 . d 1W '7 f' , li61 ° 0"t; �. il =24.66 '.x=:'+029' °" 9:253 ?' � �` Ori . ; ; 4 0 a 11 2 M99 1 13017.698 53.511 -3.649 0 0 0 1 ,2 ' • �' ., ':;:., ' " .- .'� .,. : , ',t, f! MIT 11288111 139 535 =1 „ . ,6 ;: n �_,. r + 2 ;�� -F M- 3:649+' ,�0�' ' ��= 23:71'8 wage: - 13 3 11308.515 53.702 -3.579 - 171 - 47.087 - 696.087 4 : ` l '' V ;: �; PA 625510 :62 .T i X2731€ 7 3 . t n .: ,. �t r , rT. r36 #88':23f1 -.... ;�''6�1a76fi�e ==� ��70t .573�t.�_- .1.8472'85 15 5 _ 6327.12 _ 5 - 2061.2 - 48.239 0 0 f �y 9.25 s')lPri6 i2 'Sr�n i t."!$�,. 1 % , 3f..i . r . . >. 3 > r n e 1 .:. 1i;:. :w i2''r wn')'s.w' 1 Y'. ri 0,�11 .'��.1 f u ; �M100'. �. - r ,. �� i �a'� i ;3�79`259?•'b p :1�2-:g1��51`�,� , �� :01:2.x'.` s�� '�i.0. a s s� k0� • ` �` . 't r 17 2 242.674 -12.185 .012 0 .081 79 203 8 .7 q 'sue° . t7 ` . ii1 23 6`05'. :='9 22 • i" 033 v?063 i 4'0:;° . =:`0:6 '. % 47 19 4 - 193.17 -9.964 .098 056 308 22.314 20 l , a .. , a 5 :4277/632 12!1 �= 1�38 i 0 � 0 . . - u40 X385 � • 21 2 �+,� M101 1 14991.079 52.919 2.282 0 0 0 �",i22 r '�;. • :i;Am'"'�i' k" 2 1 14854 49�4'i ; 52 91 "9 =2 282 muffin ' =' t1f4 ' 35 s 343 9Zi 23 3 13274.778 52.718 -7.186 .056 - 54.187 - 687.276 2"' , 10 dta ' g ,% r < ti y r Y, '' ''' - , 069 i 4. `'�`I824�031f2s�' �2705�JP1�3" �;5�'42:�751 r �6.5 7 2'' �� e..�74.623 i�.`1;8 25 5 7477.088 - 2033.548 - 52.492 -.497 .586 9.253 i'126? - t` = �M 1.02 `? 1 4 '� `.'380l88i�; "°�1 >2? . 1, �, X028 0 ` t . ;,�,' -, r' A. IRVAR 27 2 244.295 12 185 028 0 182 79.203 1,28 � ! �8 a19459� 9 22 ,• - '04A 1 Mc 9 , 017 ° +r 3 °4 426 "• 29 4 - 191.746 9. 964 .019 .223 .019 -22.27 30�'' ,. :', 4• -{ 1 .: Vi a:, , = �426:at 1"" 121 OZ Ai AK 2 "- ��' �` a7� 40 31 M76 1 7158.514 380.154 -2.917 21 3 0.55 1825.917 i : „ rr.+ ..: " 2, � X71`: 0. "1 c' 36 .1a 7' 8 N c SaFr :9x1t7�: w+ +� . 2 � '26 ?�9`r " i1 : 13: 33 3 7121.742 343.381 -2.917 23.332 930.587 (!? 't : = ^r� + ft.eY r °ka Ui'1 n r'r i T .F R' Y' a' � V,d v - fir- + --r•. 34a. s - 1 ' . s, t -asi4' : 7e1�03t355 -, x 324 995e„ `, iii- l4i0 ,7. :, ' i�1f 22� ... 5�17�.05i1 35 5 7084.969 306.608 -2.917 16.113 126.267 Company : Coffman Engineers, Inc. Designer : SMR Job Number : Member Primary Data Lied) Member Section Forces Type Oct 21 2008 7:27 PM Checked By: rIcteinn R oleo RISA -3D Version 7.0.0 [J : \... \... \... \STRUCTURAL CALCULATIONS \Existing Bridge.r3d] Page 15 r Company : Coffman Engineers, Inc. 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Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/30/2009. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/30/2009, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 18, 2009 John S. Murdoch Code Compliance and Permitting The Boeing Company PO Box 3707 M/C 89 -14 Seattle., WA 98124 -2207 RE: Request for Extension Mechanical Permit No M08 -256 Boeing #9-95/9-101 — 9725 East Maringal Wy S Dear Mr. Murdoch, This letter is in response to your written request for an extension to Permit Number M08 -256. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through November 30, 2009. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician File: Permit No. M08 -256 Ciz of Tukwila Department of Community Development Jack Pace, Director W:\Permit Center\Extension Letters\Permits\2008%408 -256 Permit Extension.doc jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 6 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 © Fax: 206 - 431 -3665 12 May 2009 Mr. Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite # 100 Tukwila, WA. 98188 RE: Permit # M08 -256 The Boeing Company 9725 East Marginal Way So. Dear Bill, I received a notification letter yesterday concerning the above mentioned permit. Due to funding and long lead items we have been unable to start as soon as we would have wished. The job is planned to start soon. Due to the circumstances I would like to request an extension to Permit # M08 -256. Thank you for providing me this update and ability to extend this permit under the guidelines of 2006 I.C.C. Chapter 1 Section 105.3.1 Si rely, The Boeing Company P.O. Box 3707 Seattle, WA 98124 -2207 Jo n S. Murdoch Code Compliance and Permitting The Boeing Company P.O. Box 3707 M/C 89 -14 Seattle, WA. 98124 -2207 (253) 773 -0444 RECEIVED CITY OF TUKWILA MAY 12 2009 .,c ia,t . r'FNTEP Se A d o 6 i6 i e � rps 10-3- Q f v,tAk 11177010i 05 -04 -2009 JOHN S MURDOCH PO BOX 3707 M/C 89 -14 SEATTLE WA 98124 RE: Permit` No. M08 -256 9725 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/03/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, o D Bill Rambo Permit Technician xc: Permit File No. M08 -256 City of Tu la Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • 1601 Fifth AVM! Sore 900 Slade, Washington 98101.1620 l06 623 0717 • fat 106 624 3175 ww.coffman,com November 17, 2(X)8 Mr. Ralph Squires The Boeing Company P.O. Box 3717. MS 46 -87 Seattle, Washington 98124 -2207 Project: Chilled Water Upgrade The Boeing Company Tukwila, Washington CEI Job No. 08392 Dear Ralph: Subject: Structural Plan Comments Letter Response This letter is the response to the November 4, 2008, "Correction Letter #1" by Jennifer Marshall, and the November 3, 2008, Building Division Review Memo by Dave Larson of the City Tukwila. Plan Review Correction List Items: The numbering on the items below corresponds to the numbering in the correction list. 1. A note has been added indicating that Sheet A0 shows the location. 2. Special inspection items are on Sheet S2 under the heading of Special Inspection. Please let me know if you have any other concerns or questions. Sincerely, eso:ccs a, S. al, Structural Engineering CV.7rn•ulnent+ anti Settuzg.s\ anjord.0 UhbMAMI -oval Setttng \temporary Internet Ff1rN11,18( \7irkniln Permit Conunents111708 dnc -.dur Antfnora ;e 41311ta 907 276 6664 to, Algthi fahfum e 818 185 1650 Sytl.,ne,'Nst ungran 509 128 2994 COFF N G I N E E R S Strum al Medial-cal E'ec!r cai Cur- ;onlr:a i November 4, 2008 John Murdoch PO Box 3707 M/C 89 -14 Seattle WA 98124 RE: CORRECTION LETTER #1 Mechanical Application Number M08 -256 Boeing #9- 95/9 -101 Chilled Water Dear Mr. Murdoch, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted throu2h the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 1 er Ma all Technician Encl xc: File No. M08 -256 Cizy of f Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters\2008\M08 -256 Correction Ltr #1.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • Date: November 03 , 2008 Project Name: Boeing 9- 95/9/101 Permit #: M08 -256 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. On page S -570 a third truss is added to an existing pair of trusses. I could not find a site plan or building floor plan to show where this structure is. Please add one or point out where I've missed it. 2. Please provide a list of items to be special inspected per chapter 17 IBC. Tukwila Building Division Dave Larson, Senior Plan Examiner Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: M08 -256 DATE: 01 -21 -09 PROJECT NAME: BOEING #9- 95/9 -101 CHILLED WATER SITE ADDRESS: 9725 EAST MARGINAL WAY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 1 0 1 - I Building Division Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/TIHURS ROUTING: Please Route Documents/routing slip.doc 2.28 -02 %MI (WORD if • PLAN REVIEW /ROUTING SLIP -oq Incomplete APPROVALS R CORRECTIONS: Approved I Approved with Conditions Notation: NIA" 0 1 Fire Prevention n REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: Planning Division ❑ Permit Coordinator DUE DATE: 01-22 -09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required 1 No further Review Required DUE DATE: 02 -19 -09 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: r� n 0 PERMIT COORD COPY r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M08 -256 DATE: 11 -19 -08 PROJECT NAME: BOEING #9 -95/9 -101 CHILLED WATER SITE ADDRESS: 9725 EAST MARGINAL WY S Complete Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued IDEPARTMENTS: Bu Iding IN/Mon e Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Structural Approved ❑ Approved with Conditions Notation: REVIEW ER'S INITIALS: Documents/routing slip.doc 2 -28-02 Fire Prevention Planning Division ❑ Permit Coordinator ❑ DUE DATE: 11 -20 -08 Incomplete n Not Applicable ❑ Permit'Celltef`Use Orily . .. •. .•• • • • ►' 1 r ' ,� �� .`� ,'. n4 'rR Ski' : S. � ti r µ: ,' ..:: INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -18-08 Not Approved (attach comments) ❑ DATE: Permit Center•Use Only r" . • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M08 -256 DATE: 10 -23 -08 PROJECT NAME: BOEING #9 -95/9 -101 CHILLED WATER SITE ADDRESS: 9725 EAST MARGINAL WAY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building l l ision Public Works •• Complete: Comments: 1) 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-28-08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESJTHURS ROUTING: Please Route Documents/routing slip.doc 2.28-02 PER Y` IT COORD COPY • PLAN REVIEW /ROUTING SLIP 611 niti 10-// Fire Prevention Structural Incomplete Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: • C Planning Division ❑ Permit Coordinator Not Applicable ❑ No further Review Required Not Ap proved (attach comments) DATE: Permit Center Use•Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 11 -25 -08 n REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS red,�t'e Scope o - V Wok.. 2-- 1 — (f� e 1 2 rt(oc , . S ummary of Revision: he lt-e4 Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS red,�t'e Scope o - V Wok.. 2-- 1 — (f� e 1 2 rt(oc , . S ummary of Revision: he lt-e4 Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS red,�t'e Scope o - V Wok.. 2-- 1 — (f� e 1 2 rt(oc , . S ummary of Revision: he lt-e4 Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INI� TLALS red,�t'e Scope o - V Wok.. 2-- 1 — (f� e 1 2 rt(oc , . ( 2) e he lt-e4 Summary of Revision: Received by: Off . jilaIe De REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S umm• of R vision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: e to c115 " to I PERMIT NO: O B' el SITE ADDRESS: (11)-S Svb4 WcAi S ORIGINAL ISSUE DATE: b1-- tI -Cie REVISION LOG (please print) (please print) (please print) (please print) (please print) �r • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:alciaw V t \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: ,V� s Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Nt Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: DC Chilled Water Piping Consolidation Project Address: glob aw ofMfti, 50. Contact Pierson: Ai 4, N Phone Number: ( 3 ) OV 4 Summary of Revision: Change in scope for the DC Chilled Water Piping Consolidation is the deleting a portion of the job to reduce funding current requirements. The remaining project remains the same with no other changes in scope. The deleted scope is as follows: Delete requirements to relocate (2) 100 HP secondary chilled water pumps and associated VFD drive cabinets from the 9 -101 Annex Uhilfer doom tloor to the mezzanine above. 1 his will be done on a future project at a later date. Delete requirements to remove and surplus existing Busch vacuum pump. This will be done on a future project at a later date. Sheet Number(s): 9- 101 -M1M94 Rev "B ", 9- 101 -M500 Rev "B ", 9- 101- M1M94R Rev "B" "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ttr Entered in Permits Plus on \—,3 O APB' ZS 40. • iG "rl�. -Irk r.¢i � � .: RECEIVED C1TV OF MAMMA JAN 2 1 2009' City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /9 Ativa fiv Plan Check/Permit Number: /408 ❑ Response to Incomplete Letter # 0 , Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: /tag& l'15/ /D/ Ottale0 � Project Address: / er' jw' 44.0 w Contact Person: (/l//// /11 O'i Phone Number: Z63 Summary of Revision: e' F ?e ,z L °i ( Pitel2 /9/01/24113 CL 7)12awm16 S ° map sir r,7ze Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Created: 8 -13 -2004 Revised: Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Capplications\forms- applications on Iine\revision submittal 64P- Steven M. Mullet, Mayor Steve Lancaster, Director env OF ruic NOV 1 9 2008 PERMIT CENTER n11a Name Role Effective Date Expiration Date SHRONTZ, F A Cancel Date 01/01/1980 Bond Amount CONDIT, P M 5 01/01/1980 81312466 GIVAN, B E Until Cancelled 01/01/1980 WOODARD, R B 01/14/2002 01/01/1980 FEDERAL INS C CRUZE, D D 01/01/1998 01/01/1980 KING, C G $6,000.00 01/01/1980 BEIGHLE, D P 01/01/1980 COLLINS, T J 01/01/1980 BUDINICH, T M 01/01/1980 READ, PAUL SECRETARY 01/01/2001 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 FEDERAL INS CO 81312466 01/01/2002 Until Cancelled $12,000.00 01/14/2002 4 FEDERAL INS C 81312466 01/01/1998 01/01/2002 $6,000.00 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work w ithin the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address BOEING COMPANY, THE 3125442535 100 N RIVERSIDE Suite /Apt. M/C 5003 -4027 City State Zip County Business Type Parent Company CHICAGO IL 606061596 OUT OF STATE CORPORATION Business Owner Information Bond Information fil UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 GENERAL UNUSED http s : // fortress. wa. gov /lni/bbip/Detail. aspx ?License =B OEINC * 294ML • 178005030 ACTIVE BOEINC*294ML CONSTRUCTION CONTRACTOR 7/13/1971 1/14/2009 Page 1 of 3 12/11/2008 SYM A B C D E BRIDGE WORK, SEE STRUCTURAL DWG. S570 PROJECT WORK LOCATION RELOCATE BXT71 GROUP 9 -120 LIGHTING UPGRADE REVISION CHILLED WATER UPGRADE ADDENDUM #2 DC S VICINITY MAP 7 -251 DEVELOPMENTAL CENTER REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 586464 -00 577587 -00 DC SITE CHILLED WATER CONSOLIDATION DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 DCA -9 -08 -021 BY TWH ESBROOK' COFFMAN COFFMAN COFFMAN OXBOW PARKING LOT APPROVED M. SOTURA M. SOTURA M. SOTURA THE SUPPORT SERVICES GROUP TE CHILLED WATER CONSOLIDATION NO SCALE DATE 08.04.08 08.13.08 10.22.08 11.17.08 01.07.09 BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 SYM TYPE OF APPLICATION: NEI ALTERA❑OI N AD❑rION TENANT IMPR PROJECT DESCRIPTION: INSTALL APPROXIMATELY "3000" LINEAR FEET OF CHILLED WATER SUPPLY AND RETURN PIPING FROM THE 9 -50 BUILDING ACROSS THE 9 -101 ROOF TO THE 9 -101 ANNEX MECHANICAL ROOM CODES: 2006 INTERNATIONAL BUILDING CODE & WAC 51 -50 2006 INTERNATIONAL MECHANICAL CODE '& WAC-5I-52 2006 INTERNATIONAL FIRE CODE & WAC 51 -54 2006 UNIFORM PLUMBING CODE & WAC 51-56 2006 UNIFORM PLUMBING CODE AMENDMENTS A, B & I & WAC 51 -57 2005 ELECTRIC CODE, AMENDMENTS A B & C & WAC 296 -46B -010 2006 WASHINGTON STATE ENERGY CODE WAC 51 -11 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER: THE BOEING CO, BOEINC* 294ML(OV2009) BOEING PROJECT ENGINEER: RALPH SQUIRES BOEING CONTACT: RALPH SQUIRES FAX NUMBER 655 -7492 E —MAIL: raIph.w.squires @boeinq , com OCCUPANCY GROUP: GROUP B & GROUP F — BUSINESS & MANUFACTURING CONSTRUCTION TYPE:TYPE II —B ZONING :ALLOWABLE AREA INCREASE :SPRINKLERED & 60' SET -BACK (NO CHANGES) REVISION CODE SUMMARY OCCUPANT LOAD: (ALLOWABLE) NO CHANGE OFFICES OCC, STORAGF OCC LABORATORY OCC CANOPY OCC, OTHER OCC BUILDING HEIGHT: (ACTUAI)111 FT STORIES 2 MEZZANINE FIRE PROTECTION: SPRINKLERED SEISMIC DESIGN: ZONE D DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) BY (TABLE 10 —A) 9 APPROVED PHONE 206- 947 -4706 FLOOR AREA: (ACTUAL) NO CHANGE (YES) ❑ (NO) SQ FT 28,679 SF THROUGHOUT PER NFPA I DATE % ' (YES) ❑ (N0) HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING (PSF) (PSF) (PSF) (PSF) COMPANY MENT BLDG GROSS 1,089,878 SFSQ FT TUNNEL 50,910 SF SQ FT FIRST FLOOR 713 829 SF SQ FT 1ST FLR MEZZ 28,401 SF SQ FT 2ND FLOOR 296,460 SF SQ FT 2ND FLOOR MEZZ 278 SF SQ FT PROJECT AREAIST FLR 30,000 SFSQ FT SEPARATION EXTERIOR WALL (NON— BEARING) EXTTERIOR WALL (BEARING) INTERIOR WALL (NON— BEARINE) INTERIOR WALL (BEARING) DEMOUNTABLE PARTITIONS STRUCTURAL FRAMF FLOOR /CEILINGS ROOF CONSTRUCTION FLOOR: OFFICE MECH /STOR STAIRS CONCENTRATED: WIND: EXPOSURE 80 MPH, EXPOSURE C TITLE SHEET INCLUDING INDEX NOV 3` 0 2009 DRAWING NUMBER DRAWING INDEX ARCHITECTURAL - CIVIL REV of ACCEPTAB LITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE Permit (( 2- ..s. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violatio 1 f an dopted code or ordinance. Receipt MINKIMIt rov d STRUCTURAL REFERENCE ONLY DRAWINGS DRAWN CHECKED INEER CHECKED APPROVED APPROVED tilttilItu Wit CODE MPANCE PPR VIED F B 0 4 2finq City f ILDIN RUE CO ''y d City Of lbkwlla BUILDING DIVISION • Yfr 09- 101 —S2 09- 101 —S570 09- 101 -S571 09- 101 -S572 09- 101 —S573 B GENERAL NOTES B TRUSS PLAN AND ELEVATION B TRUSS DETAILS DETAILS DETAILS A i` i1111111■ , ice► fie DRAWING TITLE 0 ROOF STRUCTURAL FRAMING PLAN SUPPORT BLDG - 2ND FLR & ROOF DATE con ITLE u 'Vi/` 'wila TITLE ON itiojs is acknowledged: SUBTITLE PERMIT MASTER 09 09 PROJECT TITLE: DC SITE CHILLED WATER CONSOLIDATION JOB NUMBER: DCA- 9- 08 -02I QUANTITY SUBMITTED: 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT ❑ 4 SETS: TENANT IMPROVEMENT (NON — STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION /SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: El *TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON— RESIDENTIAL COMPLIANCE OPTION PRESCRIPTIVE ❑ LPA ❑ 09 -50 BUILDING ❑ GRADING PLUMBING ❑ LANDSCAPE MECHANICAL SPECIAL INSPECTIONS REQUIRED: ❑ WELD ❑ REBAR ❑ STRUCTURAL BOLTING ❑ OTHER CALCULATIONS TYPE. N/A AIL 09= 50- 1M520R 09- 50- 1M521R 09 -50- RFM1OR 09- 101 -1M81R 09- 101 =M1R 09 -101 —M 1 M94R 09- 101 -REM 1 OR 1M520 50-1M521 50 —RFM10 09- 101 -1 M81 09 -101 —M 1 M94 09- 101 —M1 M500 09- 101 —M536 09- 101 —RFM4 09- 101- RFM4AA 09- 101 -RFM10 09- 101 -RFM 11 09 09 -101 09 09 09 09 101—RFM12 101 —RFM24 101 —RFM30 101 —RFM31 101 —RFM94 DRAWING NUMBER RFM18 NOV 3 0 2009 SEPARATE PEMIT REQUIRED FOR: 0 Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION BUILDING 09 -101 CODES AND PERMITS DRAWING INDEX F F E D B B F E E D B B B E B D C E G G B REV DEV. CENTER, WA ATTACHED DEMOLITION STRUCTURAL ENERGY CODE— APPROACHES ANALYSIS % N/A MECHANICAL ❑ CONCRETE ANCHOR BOLTS ❑ STRUCTURAL OBSERVATION (YES) (NO) CHILLED PIPING DETAILS — REMOVAL CHILLED WATER FLOW DIAGRAM — REMOVAL ROOF PLAN— REMOVAL PIPING FIRST FLOOR PLAN — REMOVAL UTILITY BRIDGE PLANS— REMOVAL MEZZANINE SUPPORT AREA PIPING PLAN — REMOVAL ROOF PLAN HVAC AND PIPING- REMOVAL CHILLED PIPING DETAILS CHILLED WATER FLOW DIAGRAM ROOF PLAN PIPING FIRST FLOOR PLAN IMPROVEMENT ELECTRICAL ❑ FIRE PROTECTION* ❑ CANTILEVER RACKS • MEZZANINE SUPPORT AREA PIPING PLAN MEZZANINE SUPPORT AREA PIPING PLAN MECHANICAL DETAILS OVERALL CHILLED WATER OVERVIEW ROOF PLAN ROOF PLAN - HVAC AND PIPING ROOF PLAN - HVAC AND PIPING ROOF PLAN — HVAC AND PIPING ROOF PLAN — HVAC AND PIPING ROOF PLAN - HVAC AND PIPING ROOF PLAN — HVAC AND PIPING ROOF PLAN — HVAC AND PIPING ROOF PLAN - HVAC AND PIPING ELECTRICAL DRAWI TITLE PROJECT T I TLE : DC Site Chilled Water Consolidation DCA -9 -08 -021 CURRENT REVISION SYMBOL - DATE COVER SHEET DCA -9 -08 -021 = 01.07.09 SHEET JOB NO. DWG NO. AO DCA -9 -08 -021 09- 101 —AO ECEI1/ED COMP NO. JAN-2 1 2003 - EtiiVli i UI VIER • 2" FILTER BACKWASH DRj '2 3" FILTER OUTLET SYM A B at 10' 2" D INSTALL SIDESTREAM FILTER SIDE STREAM FILTER REVISION REV. BRIDGE LEG & ; MISC. CORRECTIONS CHILLED WATER UPGRADE PHASE 2B CHILLED WATER UPGRADE PHASE 2C 2'-8" 2" FILTER BACKWASH SUPPLY 24" CHWR 702416-003 522589-01 522589-03 577749-00 1M520 2 ' CHWP-5001 (CHWP-5002 & CHWP-5003 SAME) LFi 4" CHWR —4— 3" FLTR INLET SI al111* 41 . .4r 12" BRIDGE L B&G RL-20 AIR SEPARATOR 3/4" TO IL. • A MUMWMIMIN • M ; ONIP ei- 11" WAS to IN 11 10" CHWS 10" CHWR SUCTION DIFFUSER PRESSUR: GAUGE 1' CAPPED DRAIN VALVE FLOOR DRAIN FD-1, SEE DWG. W/HOSE THREAD CONNECTOR UGM-111 FOR DETAILS & LOCATION BY 01.23.02 06.24.02 DLD RWS RWS CFP APPROVED RWS RWS RWS MANUAL AIR VENT (TYP LOCATION) 24" CHWS BEYOND SECTION SCALE: 1 /4" = 1 DATE SYM 11.22.02 E CHILLED WATER UPGRADE DCA-9-08-021 COFFMAN M. SOTURA 10.22.08 REFER TO DETAILS ON DRAWINGS (TYPICAL — SEE STRUCTURAL DRAWINGS 20" CHWR F ft 1M520 -- c FLOW METER 12" BRIDGE LEG BEYOND 10"CWS 10"CWR CHWP —5001 LOW-POINT DRAIN (TYP LOCATION) B 1M453 1M520 REVISION SECTION SCALE: 1 /4" = 1'-0" CHILLED WATER UPGRADE. ADDENDUM #2 DCA-9-08-021 1-1/2" ANGLE BRACE TO TRUCTURE - SHOWN ROTATED 0• FROM ACTUAL ORIENTATION 2 EACH AT THIS SUPPORT NLY) REFRIGERANT RELIEF VENT " " " - 4" STEEL PIPE & 4X4X3TEE FITTINGS 3"x 9" FLEXIBLE STAINLESS STEEL HOSE ASSEMBLY REFRIGERANT RUPTURE DISC (FURNISHED W/ CHILLER) VIC-CHEJCK VALVE TEST P RT (TYP) VIBRATIO \I ISOLATOR (TYP) LOW-POINT DRAIN MP LOCATION) CHILLER CH-5001 (CH-5002 & CH-5003 A 1M453 1M520 BY VICTAULIC SERIES 300 BUTTERFLY VALVE (TYP) COFFMAN APPROVED M. SOTURA c 1/2" HANGER ROD SUPPORT FROM OVERHEAD STRUCTURE (TYP) VICTAULIC SYLE 730 BASKET STRAINER 1" CONTROL VALVE BYPASS 10" MOTORIZED VALVE TEST PORT (TYP) DATE 01.07.09 10"CWS 1 6'—O" 6" PIPE SLEEVE 4" GALV. STEEL PIPE & ELBOW ON EXTERIOR SECTIO SCALE: 1/4" = 1'— 10"CWR C 1M453 1M520 RAILING (REF) PARAPET (REF) ROOF SURFACE (REF) VICTAULIC SERIES 377 VIC-PLUG BALANCING VALVE (TYP) 10" CHWS 10" CHWR THERMOMETER (TYP) PRESSURE GAUGE (TYP) CHILLER CH-5001 (CH 5007 & CH-5003 S MILAR) REFER TO DETAILS ON DRAWINGS (TYPICAL — SEE STRUCTURAL DRAWINGS VICTAULIC SYLE 730 BASKET STRAINER 10"CWS 1" CONTROL VALVE BYPASS 10" MOTORIZED VALVE NOV 30 2009 REVISIONNO. 110er)S0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY TEST PORT (TYP) v-7 DEPT. DATE MANUAL AIR VENT (TYP LOCATION) 18" CHWS SEE STRUCTURAL DESIGN FOR PIPE SJPPORT EXIST. CHILLED WATER PIPING (REF) SCALE: 1/4" = DRAWN D DOERING CHECKED R.W.S. ENGINEER D.L.D. CHECKED APPROVED M.D.M. APPROVED SECTION E M OVAL DATE SUBTITLE 12.21.01 12.21.01 12.21.01 12.21.01 10"CWR D 1 M471 1y 520 GRINNELL FIG. 260 PIPE HANGER VICTAULIC SERIES 377 VIC-PLUG BALANCING VALVE ('TYP) 10" CHWS 10" CHWR THERMOMETER (TYP) PRESSURE GAUGE (TYP) CHILLER CH-5003 (CH-5001 CH-5002 SIMILAR) CHILLER PIPING DETAILS CO \ STR , CTI 0 \ OTES REMOVE 14" CHILLED WATER PIPE (TYP) REMOVE 14" VALVES (6 TYP) REMOVE 18"x14" PIPE REDUCER (2 TYP) 43) TITLE MECHANICAL MASTER BUILDING 9-50 COL. F—J/1-2 D.C. roictucvvtu mitt CODE COMPLIANCE COM Tukwila B ILD NG DIVI$IQL1 CURRENT REVISION SHEET 1 M52OR JOB NO. DWG NO. PP VE FEB 04 ?oft BLDG. 9-50 C NGINEeRS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 —1 625 206 623 0717 Fax 206 624 3775 SYMBOL 9-50-1M520R COMP NO. I L CEIVED JAN 2 1 2009 PERMIT CENTER DATE 01.07.09 c c c c c c LI SYM A B. C D OUTSIDE BUILDING SEE DWG 9- 50 -RFM10 INSIDE REFRIGERATION RM SEE DWG 9 -50 -1 M457 INITIAL RELEASE REVISION PHASE 2B: INSTALL THIRD CHILLER 9 -50 CHILLED WATER UPGRADE PH 2C ADDED CONTROL VALVE BYPASS CHILLED WATER UPGRADE ROOF BOILER ROOM SOUTH WALL REF. DWG 9 -50 -1 M450 FROM MAKE UP WATER SYSTEM SEE SHEET 1 M457 2 "0 PRV SET AT 45 PSIG NO 1 " 0 702416 -003 522589 -001 522589 -03 522589 -03 DCA -9 -08 -021 FLOW METER 1" SCH 80 PVC BYPASS CHEM FEEDER I 1 1 BY DLD DLD RWS RWS COFFMAN CHWS Art 10 "0 Tot c STRAINER 2"0 QUICK FILL APPROVED RWS RWS RWS M. SOTURA - NO NC I (p SET AT 90 PSIG DATE 01.23.02 05.30.02 10.28.02 04.16.03 10.22.08 CHWR. 24"0 5011 ROUTE TO FFD WATER 7- 3/4"� MAKEUP METER SYM E COUPON RACK W/ 3 COUPONS 24"o 1" CHEMICAL FEED PUMP BALANCING VALVE 2 "0 NO NO cp die• -- BFP F1 REVISION 18"0 CHWR 1 5013/ \5014 'e-NO 2 "0 2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY W/ AIR GAP DRAIN FITTING 24"0 CHWS CHILLED WATER SYSTE CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 BY COFFMAN 12 "0 BRIDGE 1 EXIST. BI- DIRECTIONA FLOW METER APPROVED M. SOTURA 24 "0 DATE 01.07.09 20 "0 / As 5001 V FLOW DIAGRAV 10"0 1800 GPM 1 " CONTROL VALVE BYPASS CHWS (44° F) 3/4"0 MANUAL DRAIN VALVE Q�BOE /NG� c� 14"0 CHWR 14"0 CHWS ROOF- BOILER ROOM WEST WALL FIN. FLR. - , 10 10 "0 1800 GPM 1" CONTROL 1 ,, 1" CONTROL VALVE BYPASS VALVE BYPASS te- ?---- se. 1 /4 "CA CHWR (54° F) 24 "0 APPROVED BY 10 "0 1800 GPM /cH\ 5004 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. 24"0 i 20"0 DATE CH 5003 DRAWN D.L.D. CHECKED R.W.S. ENGINEER D.L.D. CHECKED RWS APPROVED APPROVED 1 'V 14"0 CHWS & CHWR BELOW GRADE TO BLDG 9 -98 10 "0 1800 GPM 1" CONTROL L VALVE BYPASS DATE 01.23.02 01.23.02 01.23.02 01.23.02 1/4 CA 16 "0 f A VISION N0: F MO6 zs b REMOVAL SUBTITLE TITLE 16 "0 12 "0 10 "0 6" MECHANICAL MASTER 10"0 1800 GPM P.O.C. 10 "0 1800 GPM. 750 TON 750 TON /cH\ 5002 1" CONTROL VALVE BYPASS 1 /4 "CA NOV 30 2009 12"0 Zt 10 "0 5003 1" CONTROL VALVE BYPASS (TYPICAL) CHILLED WATER FLOW DIAGRAM 9 -50 CHILLED WATER UPGRADE PH 2C BUILDING 9 -50 CO \STRKTIO\ \OT I REMOVE 14" CHILLED WATER PIPE REMOVE 14" VALVES (6 TYP) REMOVE 18 "x14" PIPE REDUCER 4 REMOVE 14" CHILLED WATER PIPING AND PATCH WALL OPENING. ©► REMOVE 2" CHILLED WATER PIPE AND VALVE. REMOVE 1" DRAIN PIPE AND VALVE. DEV. CENTER. WA GE\ 1. OLD CHILLERS CH -3, CH -4, AND CH -5 HAVE BEEN RENUMBERED TO CHILLERS CH -5006 CH- 5005,. AND CH -5004 RESPECTIVELY. I CUl :Uv'ttJ rum CODE COMPLIANCE APPROVE FEB 0 4 7rll'4 City Of Tukwila BUILDING DIVISION CURRENT REVISION SHEET 1M521R JOB NO. DWG NO. ERAL \OTIS: RECEIVED JAN 212009 ACOFFMAN PERMIT CENTER 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL E 9 -50 -1 M521 R DATE COMP NO. 01.07.09 Vi •• i C : C NEW 14" CHWR 48" BOILER STA K (4 TYP) SEE DWG. 09- 050 —S403 FOR PIPE SUPPORTS (TYP) TEMP. TRAN MITTER CENTERLINE ELEV. ABOVE ROOF SURFACE - 18" CHWS 18" CHWR RISE 0 45 ANGLE CENTERLINE ELEV. 5' -7 1/2" ABOVE R OF SURFACE 24" CHWS 24" CHWR RV 0 4" V 0 2" V 0 a IST. 16' DUCT CAPPED 0 12" AFR 4" V--. 1 -1/4" V- EXIST. RD 2" VTR UP THROUGH EXIST. 6" PIPE PENETRATION. EXIST. CAPPED SLEATE THROUGH ROOF APPROX. 12" OFFSET ION VERTICAL NEW 14" CHWS EMERGENCY e N EXH C O \ \ REMOVE 14" CHILLED WATER PIPE (TYP) REMOVE 14" VALVES (6 TYP) REMOVE 18 "x14" PIPE REDUCER IN VERTICAL PIPING, SEE 1 M520R (2 TYP). REMOVE 14" CHILLED WATER PIPING AND PATCH WALL OPENING. 14" CHWS 14" CHWR SYM J B B+ 9 4' 3" DS "R FO f CONTINUATION BELOW SEEI DWG 09- YRD -M501 REPLACEMENT PARTS 9 -50 TOWERS CONVERSION FROM MYLAR TO CAD PH 1 CHILLED WTR UPGRADE UPGRADE CHILLER PLANT MISC. MINOR CORRECTIONS 2" V 4" V REVISION J #790082 702416 -01 702416 -03 702416 -003 BY SLB CCSI RWS DLD DLD APPROVED RWJ RWS RWS DATE 2.17.99 12.10.00 03/22/01 12.21.01 01.23.02 SYM C D REVISION 9 -50 CHILLED WATER UPGRADE PH 2C CHILLED WATER UPGRADE N6" HIGH COVERED ELEC CHASE (REF) RFM 1 OR 1 M520R 522589 -03 DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 24" CHWS & CHWR DOWN INTO CHILLER ROOM, SEE DWG 9- 50 -1M457 FOR CONTINUATION 14" CHWR r� 14" CHWS LJ LEI BY RWS COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA DATE 11.27.02 10.22.08 01.07.09 18"0 CHWS 18"95 CHWR REDUCER, 18 "x14" (2 TYP) 14" VICTAULIC VALVE (6 TYP.) g G° ROOF PLA\ SCALE: 1/8" = 1' -0" ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN H: G. CHECKED E NCINEER B. C. REA CHECKED APPROVED J. JOHNSTONE APPROVED DATE 1.14.86 1.22.86 1.22.86 REMOVAL SUBTITLE TITLE MECHANICAL MASTER ROOF PLAN BUILDING 9 -50 A TO M / —1 TO 3 RD 5 D.0 L 0 GE \ERAL \ REF -R - \C- DRAWI \GS nipitvvtu rUK CODE COMPLIANCE PPROVE FEB 0 4 7nng City Of Tukwila BUILDING DIVISION CURRENT REVISION SHEET RFM10R JOB NO. DWG NO. IGE\D DS RD NOV ao ZN9 DOWN SPOUT ROOF DRAIN SCALE: NONE SYMBOL OTES KEY PLAN AFP,F,F1VRI 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206624 3775 9- 50— RFM1OR RECEIVED JAN 212009 PERMIT CENTER DATE 01.07.09 COMP NO. wAc' inn ncn AF1l1 !d1 c c c u c c c c ti/ v T T T Q - 1 1M65 1M60 1M61 1M62 1M63 1M64 1M66 1M67 1M68 1M69 1M70 1M71 1M72 1M73 1M74 1M75 1M76 1M77 1M78 1M79 1M80 1M81 1M82 1M83 1M84 1M85 1M86 1M87 .1M88 i j 1M89 1M90 1M90 1M92 1M93 1 94 1M95 1M96,. REDRAWN EXTRS: WET CUT RELOCATION REMOVE FREEZER CHILLED WATER UPGRADE REVISION CHILLED WATER UPGRADE ADDENDUM #2 6" J #190106 -12 J #140627 -04 DCA -9 -08 -021 DCA -9 -08 -021 U C = C) _ U BY KB /CH CH M.WONG COFFMAN COFFMAN -," I m!'rrr i � 1 C-) 1 I i I — -I— — 1 — --L- APPROVED CHWS CHWR K . _I RWS M. SOTURA M. SOTURA DATE 9.10.99 10.16.00 09.14.04 10.22.08 01.07.09 SYM 1/4" CHWS REVISION CHWR f 1 ! II 1 1 11 11 1 i(' 11 i 1/ 1 IIL :EsIII:: 11 I i r r C AHU - Etv 1 1/4' ERGENCY El WASH ---- I 34f . FIRST FLOOR PLA\ SCALE: 1/8=1 -0 BY t ( APPROVED r I --- - ---T~ �T T I I I \ , I rr-1 I 1 ! 11 1 1 I 1 i 1 1 i I INI8A/ 1 01 ! ! ' il ! - IL__ - - -- ! I I r r " II rr I I I 1 I I I I I1 3,4„0-0 WATEf ,IET I1 '' 11 II DATE ICI 1 ! I 1 If: —r:- - -I— I 1 11 I . -T\1 ✓ -1 , ' I I 1 1\1 I J I 1<1 I i ‘I U 1C1 ! J J - ----- - - - - -- -1!1-1_---1-- -- L--1-= �--- f---- --J -� H. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CI ECKED ENGINEER CHECKED APPROVED APPROVED DATE NOV 3 2 REVISION NtoS )s4 REMOVAL � TITLE MECHANICAL MASTER PIPING FIRST FLOOR PLAN BUILDING 9 -101.1 COL. N— S/15 -19 LEGE \J HPC HPS STM H HWR CHWR CHWS COND — P COND GE \ERAL REFERE \CE DRAWI \GS MltUdw rUk COD COMPLIANCE PPR!VE FEB 04 ?nnq \OTES City Of Tukwila BUILDING DIVISION_ CO \STRLCTIO\ NOT -S REMOVE CHILLED WATER PUMP & ASSOCIATED PIPING. REMOVE 6" CHILLED WATER PIPING FROM MAIN PIPING TO PUMP. REMOVE CHILLED WATER BYPASS. REMOVE CHECK VALVE AND BUTTERFLY VALVES. CONDENSATE STEAM (HIGH PRESSURE) STEAM SUPPLY (HIGH PRESSURE 125, 250 PSIG) STEAM SUPPLY HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER RETURN CHILLED WATER SUPPLY CONDENSATE . PUMPED CONDENSATE '. D.C. SHEET JOB NO. DWG NO. KEY PLAN SCALE: NONE 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL. IM8IR. ID DATE 09- 101 -1M81R COMP NO. 11 20 21 22 ECEIVED JAN 21 2009 PERMIT CENTER 01.07.08 N c c c < i C 5 i CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 COFFMAN S'Eg 406:X044 5' 5 40iz rvaiIL 4 ' W" 4WW''.. ?ats (4)P• s' sf.e s mei ere 7'D. . c*©e5. r4,) r' 5,-/ ' - 4 ,r,rz- REVISION. CHILLED WATER UPGRADE DCA -9 -08 -021 : 4 I /0 ('.) per° 'r'f°"7,vr/S/,.3 J /,,°S' %/ s7; . orcore Gs EE /si;X 4/ d s .4/e- .0 . 9160 BY COFFMAN APPROVED M. SOTURA M. SOTURA oo.73_/# ' Are-6 ac ¢,5 t/ ,f/vc /mil sisree 4 /i''.',,4, 45acp5; (E) DATE 10.22.08 01.07.09 . C / old0 - 50.. = '4 . 55e5; e 4/1 0, rvivev 75.. /-cr' REVISION 4' o BY (2) - /C '64 5'P4X/ ./aPS.Pc e 444 Cs #' ..�'' 70y.' $"moo; (2) S / ..c7,7.aie/T . .)e,.3.)<- '/4 " .o`xe,a e,E e °. Kr e; O c _. ( ') 3i' 110 7 araoltir X:414/ ..leys.r5 gee 4 ciP,404 meS swee 7 APPROVED 1 6 4.# 6.3) pees 4 ( 4) 5 ")( 4 '; /Ziaa sp'. 7G)./4 c - ©Vs: /3O77O4 i► a ,vi DATE 4 *ieRWT (4) re' C°Fs /// //,'" (2>,r 6s ; : l i r a ' some t' ? /4 4 C- 5.4 t (3) A 77,‹"W' F'6. ,,;/ 7,w - sor .. ;0)(35/( ,.5' /x5 , ;, , _lt' s 4 ea /6, -r"r fee) eetzW, " Z 'L/ ' e'.. ,el . , .' L= Afeezezwa o, 6-/.W... CT /044 ,'/' , ' ,, ,4 // (226,4 ./. 6: e e, owe' AHH'M NOV SO 2009 / a 4/1.S &s7,,/ so 4 crvP) REVISI 2 I 1 S e eeriewt'rz A e eve, are:ore/4 /eke e.oreff Erzemws® ,' ,r /ST /314/ oW .'*? • 4 4" fr;e4eArxe., 566 :.ate r. Sac 4r/G /E fl4' /SG' ,'-0', 4 -'47/ .. ., 5 - see ovorize .060.) 65 A 7? r S4V :O'r S E CT/ CD Al E er "e. `° 'fi /4/4ze rr1. ' eVe• °/4 t I ; yr k ,F,,fs7, Piet- ,(1 -- irtontocu rU$ CODS COMPLIANCE PPROVE FEB 0 4 ?1111q aty Of Tukwila TWIN DMS_ION APPROVED BY v CONSTRUCTION NOTES: REMOVE 14" CHILLED WATER PIPING c' E'd 4 /O sw'OT ,,o87,34 IA./ I.4, f ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED 6" co / /!e AP 9 Bacig. eityw 0446 E..r/sT /✓.? // cm /Vali 4:e 4i,k, .4'04 #5 ,c ' eAft exAme 2° `do7T '. C,244E # DATE SC .44 SUBTITLE TITLE MECHANICAL MASTER X 94 a,4, Z rs4 47, N0?E r'07 447;4 e decve 5/4~ fr OVal cee6) aces. .5" t• 5" 3 4i iv, s7Z 76 G' r* "4 C ra c ®ZU/-•v GUT'S/46 'Wee c zo 3 t" -6,0 L (6) PC$. /30770.0 qJ x a4' X fP � W. it Fad RAM 5 O ise (' /S) / 70,0 e".4/1,b s 416 64. 6'2N �� •, 3 r_ 4 '' (V) 1.110 6e SC o, e.e5 :5 sc- 9 ( rr -3 C 6,© t") /4 «8 UTILITY BRIDGE A.1 RECEIVED JAN 212009 PERMIT CENTER - rm/n/Eez?‘ RI M1 ,9.4va' - ,4h'c 3 00' 4 . e ov S7,41 t 2 t;45. / s ° ' 'e1S Af. r " c Ax/c5'I' ' N /mg 46 v s) 9/»' sez,iv - 04Wrg."6- s ,: - ue ,;f7 4' Z g / / / - �r .� � ,e r � r , , � . o y C .. / V4 6 m� s .d ,r."/ 5 QAs �+'S'! �I'1r for �C.� .''Y +6w.� r+ e k::1// 7-0°7' 4'' 5r,7 'd i' ',-r �"' . '/4 = . 4/40 (') C 4, " eve' _J4e p9/,4e7 "WON �" i 'c 5 ' 4. eay.60e o /r r;�," e 5C fit SI /. 6 ' r' 5 r e szgliz Azo.470,06 e , 1 D.0 e/ DWG NO. 4 5745e, re, 4'�r,4 1 5 4 e'a '//O „, # F'T /WO7, / sc'o ,d ff"s MOVAL ACOFFM i 9# . / d. cr N 6 I N E V1 1601 Fifth Avenue Suite 900 Seattle, Washington 98 01 -1625 206 623 0717 Fax 206 624 3775 SYM CURRENT REVISION SYMBOL JOB NO. DCA -9 -08 -021 Z4 CA le a�x>Z 1/. .a7 0 o e� ,o0c7,4 4 os . B SHEET 9-50-M1 R 9 -50 -M 1 R DATE COMP NO. 01.07.08 / - W TT T T --I --( ---( ____ .i ? mimp4 SYM A B REVISION CHILLED WATER UPGRADE CHILLED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 DCA-9-08-021 DATE 10.22.08 01.07.09 SYM REVISION 10" CHWS, FOR CONTINUATION SEE 1ST FLOOR PIPING PLAN 109 -101-1M94R M1M94R M1M500R C 1"CA CONTINUED • ON SHT. 1M94 (TYP) 1"HWR'' FROM UH-4 AIR SEPARATOR M1M94R M1M500R M1M94R M1M500R R.25 BY "CA TO. SPRINKLER CONTROLS, SEE DETAIL M1M94 1M511 1" pc 8 RADIATOR i ft 1" CHWR 10" CHWS 4- APPROVED 1"CA 0 7 a) 1" CHWS - inCA MEZZANINE ( --1/2"cp 4" HWR P-8A SUCT. SUCT. DISCH. e l 1 4-14.-1 DRAIN (TYP) 4 HWS 10 CHWR TO UH 2 SEE DWG 9-101-M1M44 DATE - e CI P-8 1" CHWR 1" CHWS .4C • VI — FcZHI CHWR T T M1M94R M1M500R PRV ( -4" HWS PRV STATION- E vM1M94R M1 o s 2 fx 0 Ct EZZA\ \ E SUPPORT AR R.6 1"HW Sc CW 1 T t M1M9414/11M5OOR 500R STAIRWELL —1A VP-2A I VP-1A 11 VP-2B L VPL1B AHU-216 SEE DWG 9-101—M1M44 1 i" HWR i"HWR i" CHWR 7 ei pwozzeirzAir.G) VAC 1 S i"HWS A PIPING PLA\ 1 0- P3" L PRV 1 PRV VENT! - -- PRESS. GAGE 0 N DN H M1M94R M1M501R '11 SURGE TANK —22.25 22.3 APPROVED BY M1M94R M1M500R M1M94R M1M501R PARTIAL PLAN VACUUM SYSTEM 2 M1M94R M1M501R ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. 22.35 11" COMP. AIR 1i" PC FROM CRU-2 10" CHWS (68'-6" AFF) 14" PC FROM AIR SEPARATOR 4" HWR (68'-6" AFF) 4" HWS (68'-6" AFF) 3" LPS UP TO HUMIDIFIER SERVICE (70'-o AFF) 22.75 24 CU FT C.A. TANK DRYER, FILTER & PRV ASS'Y 22.9 • BY COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA 10" CHWR (68'-6" AFF) DRAWN S.RUDELL CHECKED ENGINEER CHECKED REVISION MOBes DATE 05.30.07 REMOVAL SUBTITLE TITLE MECHANICAL MASTER NOV 30 NO9 age() v itfiG u N k CE APPROVE FEB 04 ?nog City Of Tukwila ' UILDIN DIVISIQN_ MEZZANINE SUPPORT AREA PIPING PLAN BUILDING 9-101 COLA—V/22-22.5 LEGE\ D CHWS CHWR HWS HWR PC A V PW LPS HPS IRAL \OTES CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY. HOT WATER RETURN PUMPED CONDENSATE COMP RESSED AIR VENT PROCESS WATER LOW PRESSURE STEAM HIGH PRESURE STEAM EXISTING TO BE REMOVED 1. EVERPURE INSURICE WATER FILTER EV9324-01 W/ EV9612-21 CO \ST \OTES REMOVE SECTION OF 10"CHWR FOR FUTURE CONNECTION, SEE NEW PLAN, M1M94. REMOVE VACUUM PIPING IF NECESSARY TO INSTALL CHILLED WATER PIPING. RECEIVED JAN 21 2009 PERMIT CENTER DEV. CENTER, WA REFERE\ 109-101-M312 109-101-1M94 109-101-M1M500 109-101-M1M501 109-101-M1M44 CURRENT REVISION SHEET JOB NO, DWG NO. CE DRAWI \GS SUPPORT AREA FLOW DIAGRAM 1ST FLOOR PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS & DETAILS PIPING PLAN, SECTIONS & DETAILS MEZZANINE SUPPORT AREA HVAC PLAN KEY PLAN SCALE NONE FF AFOMAN N6I EERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL M1M94R DATE COMP NO. 109-101—M1M94R 01.07.09 c 0 c l. u u RECORD DRAWING A I INSTALL PAINT BOOTH MU AHU B 1 PAINT BOOTH EXHAUST FAN C CHILLED WATER UPGRADE REVISION 566282. -01. 577653 -01 DCA -9 -08 -021 D CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 COFFMAN COFFMAN APPROVED CHWS CHWR M. SOTURA M. SOTURA 05.28.93 08.03.06 03.10.08 10.22.08 01.07.09 EXISTING ROOF STRUCTURAL SUPPORT BEAMS. SEE STRUCTURAL DRAWINGS AIR HANDLING UNIT AH2B2A OUTSIDE AIR PENTHOUSE, EXTEND PER DETAIL PIPE SUPPORT 2" GAS CONNECTION TO AHU FM COMPLIANT REGULATOR AND GAS TRAIN. PROVIDE ISOLATION VALVE AND STRAINER AHEAD OF REGULATOR (5 PSI) RPM IQ�M5I1 CONCRETE PAVERS, PERIMETER OF STR. DT TOPPING, P MATCH LINE — FOR CONTINUATION SEE RFM16 REVISION 3" DOWN TO AHWB5A —� PENTHOUSE (SERVES AH2B5A) AIR HANDLING UNIT AH2C5A OUTSIDE AIR PENTHOUSE, EXTEND PER DETAIL RFMIOIM511 -2 1 /2 "CHWS & R DN TO AH2B2A 111111 11IIIIII 11111111 APPROVED 1 1111 11 11 11 X1111111 = ME MI INN M M MI M 1M MI Mil in ME C M MI MI MI WM MI M ME 1M M M MI MI ME MEN MI Wil Mil M MI M MI M MI MEN MI MI MI — M MIN MI MI - — MI M M Mt — — MIN MI WM 111/11111/ - 1 CHWS 111111111 CAPPED OPENING DATE 011111111110 PENTHOUSE (SERVES AH2C2A) EFRCI CHWS CHWR . -3" DOWN TO AH2C5A p 11 111111111111111111111111111111111111111 MN I MI MI 1 _RFM10 1M534 CHWS I" DRY SPRINKLER FIRST FLOOR, SEE IM260A -------2" --- -- 2 " GAS UP �HWS CHWR OVERFLOW DRAIN 60/42 MAKE —UP AIR DUCT DOWN TO PAINT SPRAY ROOM, SEE DWG IMIO FLEX CONNECTION 286 DEGREE F DRY PENDENT SPRINKLER HEAD WITH SPRINKLER GU�RD. PROVIDE SEAL D FLANGE AT PIPE PENETRA ION. ROOF DRAIN -0" DIRT LEG LIOTTOMOF RISER -- INSPECTION & ACCESS PANEL HINGED ACCESS DOOR (BOTH SIDES) SEE STRUCTURAL DRAWINGS FOR DETAILS OF AHU SUPPORT AND MAINTENANCE PLATFORM UP FROM DWG FROM FIRST ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY —CHWS -CHWR CHWS CHWR DEPT. - _ LennIl E h / E - 1 - CI — :1111111111 MII DRAWN CHECKED S.ROSSE ENGINEER S.ROSSE CHECKED D.KLOTZ APPROVED K.RAMSEY APPROVED P.WOLD 8.23.91 SUBTITLE SCALE: 1/8":---I '-0" PARTIAL ROOF PLAN KCV1 VVE u rut. CODE COMPLIANCE APPROVED FEB 0 4 ?Anti Cif T ukwila B ILD N DIVISION ROOF PLAN HVAC AND PIPING LEGEND: VTR — CHWS — — CHWR — — D4 — — 1.44 EXISTING TO BE REMOVED GENERAL NOTES: JOB NO. VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER BUTTERFLY VALVE NO SCALE CURRENT REVISION <EYPLAN SYMBOL CONSTRUCTION NOTES: REMOVE 14 "CHWS /R & INSULATION. FOR FUTURE 18 "CHWS /R. SEE NEW PLAN (RFMI,0) FOR POINT OF CONNECTION TO EXISTING 14 "CHWS /R. REMOVE SHEET METAL PLENUM WALL FOR REMOVAL OF 14 "CHWS /R. REMOVE EXISTING PIPE SUPPORT & MODIFY AS NECESSARY TO SUPPORT FUTURE 18 CHWS /R. REMOVE ANCHOR SUPPORT, AFP.F,FIVIN 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 COMP NO. o Q� /� �RFMII �RFM12) (RFMI I IRFMI7 IRFM23 IRFM29 J 01.07.09 TITLE (DISCIPLINE) MASTER BUILDING 9 -101 COL. A —E/1 -6 DEV. CENTER, WA DWG NO. 9- 101— RFM1OR r r c c c c. r c c 3" FILTER OUTLET SYM A E 10' 2" io M • A 2 " CHWR FLTR INLET NM 01=1 11.• • 4 .. 12" BRIDGE L Alb I► •11 411101=alt AUTO AIR • —�— 20 B &G RL -20 AIR SEPARATOR 1 l 3/4" TO ! 10" CHWS `10" CHWR SUCTION DIFFUSER a 2" FILTER BACKWASH DR - 1 2" FILTER BACKWASH SUPPLY SIDE STREAM FILTER 24" CHWR 1' CAPPED DRAIN VALVE W /HOSE THREAD CONNECTOR REVISION REV. BRIDGE LEG & MISC. CORRECTIONS 702416 -003 CHILLED WATER UPGRADE PHASE 2B 522589 -01 CHILLED WATER UPGRADE PHASE 2C 522589 -03 INSTALL SIDESTREAM FILTER 577749 -00 CHILLED WATER UPGRADE 1M520 7 9 "_ 2' 8 "-- 1- 1'- 9 "—r-- i CHWP -5001 (CHWP -5002 & CHWP -5003 SAME) BY DLD RWS RWS CFP ' FLOOR DRAIN FD -1, SEE DWG. UGM -111 FOR DETAILS & LOCATION APPROVED RWS RWS RWS MANUAL AIR VENT (TYP LOCATION) FLOW METER 24" CHWS BEYOND 12" BRIDGE LEG BEYOND 10 "CWS 10 "CWR SECTION SCALE: 1 /4" = DATE 01.23.02 06.24.02 11.22.02 DCA -9 -08 -021 COFFMAN M. SOTURA 10.22.08 !_1/2» ANGLE BRACE TO TRUCTURE — SHOWN ROTATED REFER TO DETAILS ON DRAWINGS 0' FROM ACTUAL ORIENTATION 2 EACH AT THIS SUPPORT (TYPICAL — SEE . STRUCTURAL DRAWINGS NLY) 20" CHWR SYM F 1 -0" 1M520 Irf3 1M45311M520 SECTION ( A SCALE: 1 /4" = 1 ' -0" 1 M453 1 M520 CHWP -5001 LOW —POINT DRAIN (TYP LOCATION) REFRIGERANT RELIEF VENT 4 — 4" STEEL PIPE & X4 X3 TEE „ FITTINGS 3"x 9" FLEXIBLE STAINLESS STEEL HOSE ASSEMBLY REFRIGERANT RUPTURE DISC (FURNISHED W/ CHILLER) LOW —POINT DRAIN (TYP LOCATION) PRESSURE GAUGE VIC —CHECK VALVE TEST P RT (TYP) VIBRATIO V ISOLATOR (TYP) REVISION CHILLED WATER UPGRADE ADDENDUM #2 DCA - 9 - 08 - 021 BY COFFMAN CHILLER CH -5001 (CH -5002 & CH -5003 APPROVED M. SOTURA 1/2" HANGER ROD SUPPORT FROM OVERHEAD STRUCTURE (TYP) r.. VICTAULIC SERIES 300 BUTTERFLY VALVE (TYP) VICTAULIC SYLE 730 BASKET STRAINER 1" CONTROL VALVE BYPASS 10" MOTORIZED VALVE TEST PORT (TYP) DATE 01.07.09 10 "CWS SECTION SCALE: 1/4" = 1'- 6" PIPE SLEEVE 4" GALV. STEEL PIPE Sc ELBOW ON EXTERIOR 16' -0" 10 "CWR Q1BOE /NG o' PRESSURE GAUGE (TYP) CHILLER CH -5001 (CH 5002 & CH -5003 SIMILAR) 1 1 M520 RAILING (REF) PARAPET (REF) ROOF ' FA (R VICTAULIC SERIES 377 VIC —PLUG BALANCING VALVE (TYP) 10" CHWS 10" CHWR THERMOMETER (TYP) SECTION SCALE: 1 /4" = REFER TO DETAILS ON DRAWINGS (TYPICAL — SEE STRUCTURAL DRAWINGS VICTAULIC SYLE 730 BASKET STRAINER 1" CONTROL VALVE BYPASS 10" MOTORIZED VALVE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY TEST PORT (TYP) DEPT. DATE APPROVED RFM10 1M520 SECTION SCALE: 1 /4" = 1' -0" D DOERING CHECKED R.W.S. ENGINEER D.L.D. CHECKED APPROVED M.D.M. DATE 12.21.01 12.21.01 12.21.01 12.21.01 MANUAL AIR VENT (TYP LOCATION) 18" CHWS SEE STRUCTURAL DESIGN FOR PIPE SJPPORT EXIST. CHILLED WATER PIPING (REF) TITLE Komi= ruR CODE COMPLIANCE APPROVED FEB 0 4 7nnq City Of Tukwila _BUILDING DIVISION VICTAULIC SERIES 377 VIC —PLUG BALANCING VALVE (TYP) CHWS 10" CHWR THERMOMETER (TYP) PRESSURE GAUGE (TYP) r CHILLER CH -5003 �; y a CH-5002 ;NOV ,Q Z009 SIMILAR) D MECHANICAL MASTER GRINNELL FIG. 260 PIPE HANGER co 1 2. SUPPORT ALL NEW PIPING FROM FLOOR SLAB WITH SUPPORTS AND BRACING AT APPROXIMATE LOCATIONS INDICATED. SEE STRUCTURAL DESIGN FOR SUPPORT DETAILS. 3. NEW CHILLED WATER AND COOLING WATER PIPING TO BE GROOVED END, VICTAULIC FITTINGS. SEE SPECIFICATIONS. 4. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. BUILDING 9 -50 COL. F -J/1 -2 1. FIELD VERIFY DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION *Ni C 5. PROVIDE 1 /2" MANUAL BALL VALVES WITH AUTOMATIC AIR VENTS AT ALL HIGH SPOTS FOR AIR VENTING AND 3/4" MANUAL BALL VALVES WITH THREADED BRASS PLUGS IN DISCHARGE PORTS AT LOW SPOTS FOR DRAINAGE. 6. SEE TYPICAL PIPE SUPPORT AND INSULATION DETAILS. CHILLED WATER PIPING IS TO BE ISOLATED FROM DIRECT CONTACT WITH METAL SUPPORTS. 7. THERMOMETERS TO BE WEISS INSTRUMENTS DVU35 DIGITAL VARI —ANGLE THERMOMETER, —40' TO 300' RANGE, GLASS PASSIVATED THERMISTER, 1% ACCURACY, SOLAR POWERED, 3.5" STEM W /E35 -75BS 3/4 "x3.5" SOCKET. AVAILABLE FROM C M HOSKINS CO. INSTALL THERMOMETER IN POSITION READILY READABLE FROM THE FLOOR. 8. PROVIDE ADDITIONAL TEMPERATURE SENSOR WELL ADJACENT TO EACH THERMOMETER FOR INSTALLATION OF CMCS TEMPERATURE TRANSMITTER. COORDINATE EXACT SIZE AND CONFIGURATION WITH CONTROLS CONTRACTOR. TEMPERATURE TRANSMITTERS TO BE PROVIDED BY CONTROLS CONTRACTOR. 9. PRESSURE GAUGES TO BE INDUSTRIAL GRADE 4.5 "0 DIAL FACE, MULTI —PLY PLASTIC OR DOUBLE LAMINATED SAFETY GLASS COVER, 1/4" OR 1/2" BRASS BOTTOM STEM, 0 -100 PSI RANGE, 1% ACCURACY, INSTALLED WITH SNUBBER AND DUAL 1/2" ISOLATION BALL VALVES AS SHOWN. WEISS 4CTS -1, TRERICE 450 OR EQUIVALENT OF ASHCROFT OR WEKSLER. INSTALL GAUGE IN A POSITION READILY READABLE FROM THE FLOOR. 10. TEST PORTS TO BE PETE'S PLUG MODEL 100 1/4 "x 1.5" LONG, BRASS BODY W /NEOPRENE SEAL FOR NON— INSULATED PIPING. USE MODEL. 100XL, SAME AS ABOVE EXCEPT 3" LONG, FOR INSULATED PIPING. CONSTRUCTION NOTES INSTALL NEW 18" CHILLED WATER PIPE (GROOVED TYPE VICTAULIC). INSTALL NEW 18" VICTAULIC ELBOW. SEE STRUCTURAL DWGS FOR SUPPORTS. 10.145]�11A510 REVISION M (to LEGEND POINT OF CONNECTION GE \ERAL S 'U 10 SUBTITLE CHILLER PIPING DETAILS SIDE - STREAM FILTER: ONDEA NALCO MODEL TSA -130, 69 GPM CAPACITY, 25 MICRON FILTRATION, 2.0 HP 460V 3 PH CIRCULATING PUMP, 50 PSI FILTRATION PRESSURE, 35 GPM BACKWASH, 60 PSI BACKWASH PRESSURE CONNECTS TO BOTTOM OF 24" CHWR MAIN RECEIVED JAN 21 2009 PERMIT CENTER CURRENT REVISION SHEET 1M520 JOB NO. DWG N0. D.C. OTES KEY PLAN SCALE: NONE ACRF F N IVI M 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL F 9- 50 -1M520 DATE 01.07.09 COMP NO. c c c c c c u OUTSIDE BUILDING SEE DWG 9- 50 —RFM 10 1 INSIDE REFRIGERATION RMI SEE DWG { 9- 50 —iM457 + INITIAL RELEASE REVISION PHASE 2B: INSTALL THIRD CHILLER 9 -50 CHILLED WATER UPGRADE PH 2C ADDED CONTROL VALVE BYPASS CHILLED WATER UPGRADE ‘---- ROOF BOILER ROOM SOUTH WALL REF. DWG 9-50-1M450 2"0 702416 -003 522589 -001 522589 -03 522589 -03 DCA -9 -08 -021 FLOW METER BYPASS CHEM FEEDER I FROM MAKE UP %.(___ WATER SYSTEM SEE SHEET 1M457 PRV SET AT 45 PSIG 1" SCH 80 PVC 2"0 QUICK FILL BY DLD DLD RWS RWS COFFMAN CHWS 10"0 ..— ,.-12" 0 X12 "0 ,„--12"0 _�-- r . 17k 't STRAINER APPROVED RWS RWS RWS M. SOTURA NO I$ 1 SET AT 90 PSIG WATER 7- 3/4"� MAKEUP METER DATE 10.28.02 10.22.08 CHWR 01.23.02 05.30.02 04.16.03 24 " Y SYM E ROUTE TO FFD 24 "0 COUPON RACK W/ 3 COUPONS CHEMICAL FEED PUMP BALANCING VALVE Y 2 "0 NO NO 1— BFP H REVISION MV 501 CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 24"0 CHWS 12 "0 12"0 BRIDGE —\ EXIST. BI— DIRECTIONA FLOW METER 2 "0 3/4 DRAIN ROUTE TO FFD - 2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY W/ AIR GAP DRAIN FITTING BY COFFMAN APPROVED M. SOTURA T DATE 24 0 20"O 01.07.09 $1 IP 1 /4 "CA [ — L a 10 " / As 5 00, CHILLED WATER SYSTEM FLOW DIAGRAM 10"95 1800 GPM 750 TON 1" CONTROL VALVE BYPASS MV CHWS (44° F) 12 3/ 4"0 2 0 "0 24 "0 MANUAL DRAIN VALVE Qi BOE /NG - 14"0 CHWR 14"0 CHWS ROOF- BOILER ROOM WEST WALL FIN. FLR. 16 "0 750 TON 10 "o 1800 GPM ( CH 5�� 5005 16 "0 1 / 4 "CA CHWR (54° F) 24"95 e- 750 TON APPROVED BY 10 "0 1800 GPM /cH\ 5004 1" CONTROL 1 1 CONTROL VALVE BYPASS VALVE BYPASS 10 "95 re- 20 "0 24 "0 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. 24"0 20"0 1 /4 "CA DATE 750 TON IV 14' 1 0 CHWS & CHWR BELOW GRADE TO BLDG 9 -98 CHWP 5003 DRAWN D.L.D. CHECKED R.W.S. ENGINEER D.L.D. CHECKED APPROVED RWS APPROVED 10 "0 1800 GPM CH CH (5001 1" CONTROL L VALVE BYPASS 20 "0 ,-16 "0 i16 "0 DATE 01.23.02 01.23.02 01.23.02 01.23.02 1 /4 "CA SUBTITLE TITLE 16 "0 MECHANICAL MASTER 10 "0 1800 GPM 750 TON /cH\ 5002 1" CONTROL VALVE BYPASS 1 /4 "CA 12"O P.O.C. 10 "o 1800 GPM 750 TON 12 "0 10"0 CH 5003 EXPI NOV 3.0 2009 1" CONTROL VALVE BYPASS (TYPICAL) REVISIOM Mob - zs(0 CHILLED WATER FLOW DIAGRAM 9 -50 CHILLED WATER UPGRADE PH 2C BUILDING 9 -50 LEGE\ POINT OF CONNECTION GENERAL \OTES: . 1. OLD CHILLERS CH -3, CH -4, AND CH -5 HAVE BEEN RENUMBERED TO CHILLERS CH -5006, CH -5005, AND CH -5004 RESPECTIVELY. 2. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CO \STRUCTIO\ \OTES: INSTALL NEW 18" CHILLED WATER PIPE (GROOVED TYPE VICTAULIC). INSTALL NEW 18" VICTAULIC ELBOW. DEV CENTER, WA CODS tut rug MPLIANCE APPROVED FEB 0 4 Tnn9 City Of Tukwila B ILD N DIVISION CURRENT REVISION SHEET JOB NO. DWG NO. D AFOFFIVIAN 1601 Fifth Avenue Suite 900 Seattle. Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL E 1M521 9- 50 -1M521 RECEIVE[ JAN 2 1 2009 PERMIT CENTEF DATE 01.07.09 COMP NO. r r r C c i c c c 14" CHWS 14" CHWR FOF CONTINUATION BELOW SEE DWG 09— YRD —M501 REVISION CONVERSION FROM MYLAR TO CAD APPROX. 12 OFFSET N VERTICAL NEW 14" CHWS J REPLACEMENT PARTS 9 -50 TOWERS J #790082 PH 1 CHILLED WTR UPGRADE 702416 -01 B UPGRADE CHILLER PLANT 702416 -03 APPROVED 2.17.99 C 9 -50 CHILLED WATER UPGRADE PH 2C 522589 -03 12.10.00 03/22/01 12.21.01 D CHILLED WATER UPGRADE SECTION RFM10 I 7' -6" EMERGENCY GEN EXH 13' - 3" REVISION "'6" HIGH COVERED ELEC CHASE (REF) RFM10 1M520 DCA -9 -08 -021 E CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 124" CHWS & CHWR DOWN INTO CHILLER ROOM, SEE DWG 9-50-1M457 FOR CONTINUATION NEW 14" CHWR COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA IST. 16" DUCT ST CAPPED 0 12 AFR EXIST. 32" DUCT STU CAPPED 0 14" AFR PARAPET 4" V 1 -1/4" v-0 EXIST. RD 8 V 18" CHWR 18" CHWS DATE 11.27.02 10.22.08 01.07.09 18"0 CHWS 18"0 CHWR 4" REFRIGERANT 4" REFRIGERANT VENT 4" REFRI ERANT VENT ROOF PLA\ SCALE: 1 /8" = 1 ' -0" EXIST. CAPPED SLEA EXIST. CAPPED SLEA EXIST. CAPPED SLEAVE THROUGH ROOF ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY 2" VTR UIP THROUGH EXIST. 6" PIPE PENETRATION. DEPT. E THROUGH ROOF E THROUGH ROOF DRAWN H. G. CHECKED ENGINEER B. C. REA CHECKED APPROVED J. JOHNSTONE APPROVED DATE 1.14.86 1.22.86 1.22.86 SUBTITLE MECHANICAL MASTER BUILDING 9 -50 ATOM / -1 T03 D.0 JOB NO. DWG NO. RIFERE\C qFFMAN 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION - - STORM SEWER DS DOWN SPOUT RD ROOF DRAIN 4- POINT OF CONNECTION 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CO\STRUCTIO\ \OTES INSTALL NEW 18" CHILLED WATER PIPE (GROOVED TYPE VICTAULIC), SEE 1M520 FOR ADDITIONAL INFORMATION. PROVIDE FLEXIBLE COUPLING AT EVERY PIPING CONNECTION ACROSS BRIDGE. KEY PLAN SCALE: NONE SYMBOL DRAW\CS 9 -50 -RFM10 RECEIVED JAN 212009 PERMIT CENTER COMP NO. 01.07.09 B+ MISC. MINOR CORRECTIONS 702416 -003 DLD RWS 01.23.02 c u c ti r v T 1M60 1M61 1M62 1M63 1M64 1M65 1M66 1M67 1M68 1M69 1M70 1M71 1M72 1M73 1M74 1M75 1M76 1M77 1M78 1M79 1M80 '1M8 1�i 1M82 1M83 1 1M84 1M85 1M86 1M87 1M88 1 -1 1M89 1M90 1M90 1M92 1M93 1M94 1M95 1M96 SYM A B REVISION + , n REDRAWN EXTRS: WET CUT RELOCATION J #190106 -12 REMOVE FREEZER J #140627 -04 CHILLED WATER UPGRADE DCA -9 -08 -021 " U 0) CX U BY KB /CH CH M.WONG COFFMAN U APPROVED CHWS CHWR RWS M. SOTURA DATE CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 COFFMAN M. SOTURA 01.07.09 r r r r 9.10.99 10.16.00 09.14.04 10.22.08 SYM 1 1/4" CHWS REVISION CHWR SCALE: 1/8 =1 -0" r r r r r AHU 1 1/4-' EKIERGENCY - I EY1 WASH FIRST FLOOR PLA\ BY - I I I 3/4" ITC4 WATEF tiET i i ii I I I 1 Ir -...i - ___J rr i ! ! I r !1 — - I) —� j -) I\I I ✓ 1 1 1 1\1 1 - —^ 1 \1 i ✓ 1 � � I 1, 1 \1 i J I. 1 APPROVED DATE MAR E /NG ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE TITLE CODs COMPLIANCE APPROVE FEB 0 4 ?NO CityOf Tukwila ° BUILDING DIVISION NOV 3 0 2009 MECHANICAL MASTER ,.a t1,08--25(p PIPING FIRST FLOOR PLAN BUILDING 9 -101.1 COL N— S/15 -19 L RECEIVE JAN 212009 PERMIT CENTE 4 q I FMANN E E S CE\D HPC HPS STM HWS HWR CHWR CHWS COND — P COND PUMPED CONDENSATE POINT OF CONNECTION 1. PIPE INSULATION SHALL BE FOAM . GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. GE \ERAL \OT REER DWG NO, D.C. C C O \ S T RLCT I O\ INSTALL NEW SECTION OF 6" CHILLED WATER PIPE 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 205 624 3775 CURRENT REVISION CONDENSATE STEAM (HIGH PRESSURE) STEAM SUPPLY (HIGH PRESSURE 125, 250 PSIG) STEAM SUPPLY HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER RETURN CHILLED WATER SUPPLY CONDENSATE SYMBOL DRAW\GS SHEET 1M81 JOB NO. 09- 101 -1M81 DATE 2 01.07.09 COMP NO. 7 iv 4 M1M94 SYM A B CHILLED WATER UPGRADE REVISION DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 BY COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA DATE 10.22.08 01.07.09 SYM REVISION 10 CHWS, FOR CONTINUATION SEE 1ST FLOOR PIPING PLAN 109-101-1M94 - C4 M1M94 M1M500 1 "CA CONTINUED ON SHT. 1M94 MP) AIR SEPARATOR M1M94 M1M500 M1M94 M1M500 1 "HWR -4- FROM UH -4 "CA D R.25 QI BY i "CA TO SPRINKLER CONTROLS, SEE DETAIL- �� 2" VENT - 0 J CAP M1M94 1 M511 1i" PC 8 RADIATOR • n 10" CHWS 1 /2 " CD 0 ,r- -1 "CA �--� 4" HWR P -8A SUCT. SUCT. DISCH. t q+� DRAIN (r'P) 1" CHWR 1" CHWS 1" CHW M1M94 M1M P -8 ARNO 11 rs" C 12 "CHWR UP PRV _T HWS APPROVED MIZZA\\ DATE 10" CHWR TO UH 2 SEE DWG 9- 101 -M1M44 �-1" CHWR TT E M1M94 M1 PRV STATION -- 1 0 CC U rr U 0 R.6 500 1 B M1M94N STAIRWELL ! l VP -2A I 11l 1 I II VP -1A it it it ip VP -2B t VP -1B 1 12 "CHWS SUP AHU -216 SEE DWG 9- 101 —M1M44 1- i" HWR i "HWR-' I " CHWR A10 WM PRV 1 /2 "CD- SLPPORT AREA PIPI \G PLA\ eLt evarEszAw® VAC 1 ii DN 1 "H &CW ■ s 3 LPS - " '�- PRV VENT --C t- - I PRESS. GAGE M1M94 WH -1 DN ■ VAC 11 M1M501 C t) IMO J -SURG TANK 4" HPS APPROVED BY —22.25 22.3 22.35 DEPT. 22.5 M1M94 M1M500 M1M94 M1M501 PARTIAL PLAN VACUUM SYSTEM 22.75 2 M1M94 M 1 M501 22.9 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DATE i COMP. AIR 10" CHWR (68' -6" AFF) �.- 3" LPS UP TO HUMIDIFIER SERVICE (70' -0" AFF) 24 CU FT C.A. TANK DRYER, FILTER & PRV ASS'Y 11" PC FROM CRU -2 10" CHWS (68' -6" AFF) 1i" PC FROM AIR SEPARATOR 4" HWR (68' -6" AFF) 4" HWS (68' -6" AFF) DRAWN S.RUDELL CHECKED ENGIN CHECKED APPROVED APPROVED DATE 05.30.07 SUBTITLE TITLE MECHANICAL MASTER CODS COMPLIANCE APPROVED FEB 0 4 2009 City Of Tukwila BUILDIN :_DIVISIQN NOV 3 © 2001 REVk fri O325(' MEZZANINE SUPPORT AREA PIPING PLAN BUILDING 9 -101 COL.R -S'/22 -22.5 LEG G \ D CHWS CHWR HWS HWR PC A V PW =FERAL \OTES 1. EVERPURE INSURICE WATER FILTER EV9324 -01 W/ EV9612 -21 2. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. B INSTALL NEW 12" CHILLED WATER PIPE UP THROUGH ROOF. TRANSITION TO 10" BELOW ROOF OPENING & INSTALL NEW 10" VALVE AND CONNECT TO EXISTING 10" CHILLED WATER PIPE, SEE M1M500. INSTALL NEW 10" CHILLED WATER BYPASS AND CONNECT TO EXISTING 10" CHILLED WATER SUPPLY. INSTALL NEW 10" VALVE & BYPASS AS CLOSE TO ROOF AS POSSIBLE. INSTALL NEW 10" VALVE. PROVIDE DRAIN CONNECTION IN BYPASS PIPING. DEV. CENTER, WA CO \STRUCTI REFERE 109 -101 -M312 109 - 101 -1M94 109-101-M1M500 109-101-M1M501 109 - 101 -M1M44 4ECIE1V ED JAN 2 1 2009 PERMIT CENTER SHEET JOB NO. DWG NO. C CURRENT REVISION KEY PLAN AFOPIAN F 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SCALE: NONE M1M94 CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT PROCESS WATER LPS LOW PRESSURE STEAM HPS HIGH PRESURE STEAM \OT is DRAWN`GS SUPPORT AREA FLOW DIAGRAM 1ST FLOOR PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS & DETAILS PIPING PLAN, SECTIONS & DETAILS MEZZANINE SUPPORT AREA HVAC PLAN ( SYMBOL B DATE 109-101-M1M94 COMP NO. 01.07.09 c c c c c h u u C ,..J.J1 " 2 MAKE-UP I HKU HOOF ROOF -- i "'HWR \ , \ 1 \ 1 ‘ / \ / /__, \ , , , r C I / \ / \ / \ / \ / \ / \ / \ / . / . / . . / . / \ / . / . / \ / . / \ / `/ / . / . / / \ \ / \ / \ . / \ / . \ / \ / . / / . / / —el / \ 1 / \ / \ . / . / . / W—*94) C-- HWR PA It) L ,...-- II 4= 4, 1 i"cw...... DRIP . " 0 ••• Irlei 0 • . .. • ),,,iii III - --HWS "DRAIN 4" HWR I' 4"HWS 4 HWR < MEZZANINE 4" HWR = ei II WC-2 i'10 II • HPS 10 CHWR ! i 1111 =1 m . (/) = ..:. iil UN 4I " 11 --1-- , A R SWC-3 4»HWS SWC-2 I...II 40 SWC-3 „1 2 CD SEP • " % " ' II + '''''''. II' ID 2 RAP 11 . , Q fj:111- P-8 ll 1 1 1...,_ ir 1 ' 4 ,==, fio- 6''VAC -,-- ' k J-J 4 ,- 1 10" CHWR lt i - MEZZANINE 1 11 a Ille 1 l er i"DRAIN DISCH THROTTLING VALVE (TYP. 2 3" FLG. . 3 ,..J.J1 " 2 MAKE-UP I HKU HOOF " PR ROOF ROOF " 2"PC 2"PC XCW Th i "'HWR \ , \ 1 \ 1 ‘ / \ / /__, \ , , , r C I \ / \ 1 \ \ // \ /, \\ / ,.„ / \ / \\ `,/ / \,/ \ ,1 \ ,, \ / / , I Is s, \ , ,_, \ , \ 7 . 7 \ 7 / " 4 „,,, 4= 4, HWR-1-7 " e" 4" HWR SWC 2 4"HWS 4 HWR < MEZZANINE - miiii NI 4"PSV SWC- 1 ill = ei II WC-2 -- - = 4" HPS ' A Of 10" CHWR „., , or 10" CHWR 1111 "I" II iil UN 4I " 11 --1-- 111 II MOO SWC-3 4»HWS I I...II 40 SWC-3 „1 2 CD i =7= n , I " i + MEZZANINE . , i ll . A titi ' ,==, fio- 6''VAC ' 41= 4 ,..J.J1 -t- " 10 CH WR - - 1i" PC ----i L MANt.—ur ROOF " 2"PC 2"PC XCW Th i "'HWR + • + 1/" PR 4" HWR 4"HWS • 3 2" CHILLED WATER PIPE " XHAUST VENT \ THRU ROOF ' i • -......., " 4 „,,, 4= 4, II 1,1 ROOF II r„1 SWC 2 4"HWS 4 HWR < MEZZANINE - miiii NI 4"PSV SWC- 1 ill = ei II WC-2 -- - = 4" HPS ' A Of 10" CHWR P 1111 "I" II iil UN 4I " 11 --1-- 111 II MOO 7 4»HWS I 2"CD 40 SWC-3 „1 2 CD 11 i + MEZZANINE . , i ll . A titi ' 3''VAC fio- 6''VAC ' 41= 4 ,..J.J1 -t- " 10 CH WR - - 1i" PC ----i " 2"PC 2"PC XCW Th i "'HWR + • + 1/" PR 4" HWR 4"HWS • 3 2" CHILLED WATER PIPE " XHAUST VENT \ THRU ROOF ' i • -......., ■___, 1"CA 117__PC 1i" PC - -- - I -.- - ----- -I 4 „,,, II I WC-1 I ril 1 ROOF CHWR) SWC 2 PC : - iil UN 4I " % S • 4»HWS . q____VENT___ 4" VAC ___+.. an a % =.:. n = Illiii MEZZANINE . , i ll . A titi ' 3''VAC fio- 6''VAC ' 41= 4 J-J 4 ,- 10" CHWR INSTALL NEW 12" CHILLED WATER PIPE UP THROUGH ROOF. TRANSITION TO 10" BELOW ROOF OPENING AND CONNECT TO EXISTING 10" CHILLED WATER PIPE WITH BYPASS, SEE M1M94. INSTALL NEW 12" CHILLED WATER PIPE UP THROUGH ROOF. TRANSITION TO 10" BELOW ROOF OPENING AND CONNECT TO EXISTING 10" CHILLED WATER PIPE. INSTALL NEW 10" VALVE & BYPASS AS CLOSE TO ROOF AS POSSIBLE. INSTALL NEW 10" VALVE. PROVIDE FLANGE CONNECTION HERE. 4 SYM A B BLIND FLG DRIP LEG BLIND FLG. COMP. AIR CONN.'S CHILLED WATER UPGRADE 22.9 4"PSV VENT TO ATMOS. R 4"PSV VENT TO ATMOS. SECTIO SCALE: 1/4' = r-0" 2" VENT THRU ROOF / CONTROL VALV A REVISION SECTIO SCALE: 1/4' = 1'-0" GAGE I" CHWS OP ICTIO SCALE: 1 /4' = 1 '-0" DCA-9-08-021 CHILLED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 4 (4" VAC VACUUM GAGE & TRANSDUCER (TYP. 2 M1M500 NOTE 1 BY COFFMAN COFFMAN APPROVED M1M94 M1M500 M1M94 M1M500 M. SOTURA M. SOTURA DATE 10.22.08 01.07.09 22.75 4" HWS 4" HPS \ 4" HWR 10" CHWR 1ff v 3" FLG. FLEX CONN. (TYP. 2) SYM M1M9 REVISION COOLER SE TIO\ SCALE: 1/4' = 1 '-0" PRESS. GAGE EXTERNAL OIL DETAIL SCALE: 1/4' = 1'-0" 4" HWS 4 4" HPS D 4 .4" HWR 10" CHWR THERMOMETER TYPICAL & SIMILAR (FOR 2 COOLERS) (TYPICAL 2 PLACES) BY M1M94 M1M500 M1M500 APPROVED 22.9 R.25 2" COND. DATE SE710\ SCALE: 1 /4' = 1 '-0" Air 2" VENT M1M94 DRAIN-- atrAElar, 41'" 22.75 B 1"HW SURGE TANK M1M500 1/" PC , 11"CA-40 3"LPSTh. EWH -1 i" CHWS d CW 2" CW 4"x2"RED. ELBOW 2"FLEX •-4" VTR 1" CHWS & CHWR 3/4" WASTE OIL (TYP) =CTIO APPROVED BY SECTIO\ SCALE: 1/4' = 1'-0" 4" .VA INTAKE FILTER SCALE: 1/4' = DEPT. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DATE 1" CHWS & CHWR 4" HWR 10" CHWR DRAWN S.RUDELL CHECKED ENGINEER CHECKED APPROVED APPROVED BLIND FLG. M1M94 r•-• cTJ SCALE: 1/4' = 1 '-0" E 14"PCTh, M1M94INI1M500 M1M500 4"CA DATE 06.05.07 -SEE DWG. 9-101-M1M94 FOR CONTINUATION. COND. BY-PASS SUBTITLE TITLE 0" CHWS RADIATOR ROOF MEZZANINE MECHANICAL MASTER R.25 2" COND. VENT 4" DRAIN MEZZANINE DETAIL PARTIAL LOWER PLA\ R.6 M1M94 FEB 0 4 ?ring 22.75 1 M1M500 ricvitvvicu rUK COD COMPLIANCE APPROVED City Of Tukwila BUILDINGDIVISIOL MEZZANINE SUPPORT AREA PIPING PLAN, SECTIONS & DETAILS BUILDING 9-101 COL.R-S'/22-22.5 t■ut. L R NOV 3p Z009 2. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. C \STRUCTI O 109-101-M1M94 MEZZANINE PIPING PLAN 109-101-M1M501 MEZZANINE PLAN, SECTIONS & DETAILS EVISI 1\11\100. MOS DEV. CENTER. WA vow.114.kr \D ERAL . EXTERNAL OIL COOLER, BUSCH MODEL # OCM-2 (TYP. 2) TERE\CE DRAWI\GS RECEIVED JAN 21 2009 PERMIT CENTER JOB NO. DWG Na \OT - s ACOFFMAN NGINEENS 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101-1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL SHEET M1M500 DATE COMP NO. 109-101-M1M500 01.07.09 -t- " 10 CH WR - - 1i" PC ----i 1 ------- - [---- Y ---------- li PC HWR - Z. L Ti • 3 2" CHILLED WATER PIPE " XHAUST VENT \ THRU ROOF ■___, 1"CA 117__PC 1i" PC - -- - I -.- - ----- -I ROOF 11" ------- PC iil UN 4I " i . q____VENT___ 4" VAC ___+.. gl 4444' 4 i ll . A titi ' 3''VAC fio- 6''VAC ' 41= 4 J-J 4 ,- 10" CHWR 1 +- - - ------------- - - 11 a Ille 1 l er THROTTLING VALVE (TYP. 2 3" FLG. STAIRWELL 31 -- ------------ - . li=== ' ='1°' INTAKE FILTER (TYP. 2 ) N h ABANDONED OIL FILTE V _ 4' 1"CHWS ` 1"CHWR Ak .... 11/ -. - A I 0 FLEX . .- (TYP) 49- • 111 1 . . CONN. > 1.- • -1 (TYP. 2) 3/4" WASTE 11 • e" 6 MIMI OIL DRAIN • " 1111 (1 1) MEZZANINE ili o REMOVED'/ ,. 1 .(vp-1B , VP-1A THERMOMETERS VP-2A VP-2B , (TYP. 4) DRAIN INSTALL NEW 12" CHILLED WATER PIPE UP THROUGH ROOF. TRANSITION TO 10" BELOW ROOF OPENING AND CONNECT TO EXISTING 10" CHILLED WATER PIPE WITH BYPASS, SEE M1M94. INSTALL NEW 12" CHILLED WATER PIPE UP THROUGH ROOF. TRANSITION TO 10" BELOW ROOF OPENING AND CONNECT TO EXISTING 10" CHILLED WATER PIPE. INSTALL NEW 10" VALVE & BYPASS AS CLOSE TO ROOF AS POSSIBLE. INSTALL NEW 10" VALVE. PROVIDE FLANGE CONNECTION HERE. 4 SYM A B BLIND FLG DRIP LEG BLIND FLG. COMP. AIR CONN.'S CHILLED WATER UPGRADE 22.9 4"PSV VENT TO ATMOS. R 4"PSV VENT TO ATMOS. SECTIO SCALE: 1/4' = r-0" 2" VENT THRU ROOF / CONTROL VALV A REVISION SECTIO SCALE: 1/4' = 1'-0" GAGE I" CHWS OP ICTIO SCALE: 1 /4' = 1 '-0" DCA-9-08-021 CHILLED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 4 (4" VAC VACUUM GAGE & TRANSDUCER (TYP. 2 M1M500 NOTE 1 BY COFFMAN COFFMAN APPROVED M1M94 M1M500 M1M94 M1M500 M. SOTURA M. SOTURA DATE 10.22.08 01.07.09 22.75 4" HWS 4" HPS \ 4" HWR 10" CHWR 1ff v 3" FLG. FLEX CONN. (TYP. 2) SYM M1M9 REVISION COOLER SE TIO\ SCALE: 1/4' = 1 '-0" PRESS. GAGE EXTERNAL OIL DETAIL SCALE: 1/4' = 1'-0" 4" HWS 4 4" HPS D 4 .4" HWR 10" CHWR THERMOMETER TYPICAL & SIMILAR (FOR 2 COOLERS) (TYPICAL 2 PLACES) BY M1M94 M1M500 M1M500 APPROVED 22.9 R.25 2" COND. DATE SE710\ SCALE: 1 /4' = 1 '-0" Air 2" VENT M1M94 DRAIN-- atrAElar, 41'" 22.75 B 1"HW SURGE TANK M1M500 1/" PC , 11"CA-40 3"LPSTh. EWH -1 i" CHWS d CW 2" CW 4"x2"RED. ELBOW 2"FLEX •-4" VTR 1" CHWS & CHWR 3/4" WASTE OIL (TYP) =CTIO APPROVED BY SECTIO\ SCALE: 1/4' = 1'-0" 4" .VA INTAKE FILTER SCALE: 1/4' = DEPT. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DATE 1" CHWS & CHWR 4" HWR 10" CHWR DRAWN S.RUDELL CHECKED ENGINEER CHECKED APPROVED APPROVED BLIND FLG. M1M94 r•-• cTJ SCALE: 1/4' = 1 '-0" E 14"PCTh, M1M94INI1M500 M1M500 4"CA DATE 06.05.07 -SEE DWG. 9-101-M1M94 FOR CONTINUATION. COND. BY-PASS SUBTITLE TITLE 0" CHWS RADIATOR ROOF MEZZANINE MECHANICAL MASTER R.25 2" COND. VENT 4" DRAIN MEZZANINE DETAIL PARTIAL LOWER PLA\ R.6 M1M94 FEB 0 4 ?ring 22.75 1 M1M500 ricvitvvicu rUK COD COMPLIANCE APPROVED City Of Tukwila BUILDINGDIVISIOL MEZZANINE SUPPORT AREA PIPING PLAN, SECTIONS & DETAILS BUILDING 9-101 COL.R-S'/22-22.5 t■ut. L R NOV 3p Z009 2. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. C \STRUCTI O 109-101-M1M94 MEZZANINE PIPING PLAN 109-101-M1M501 MEZZANINE PLAN, SECTIONS & DETAILS EVISI 1\11\100. MOS DEV. CENTER. WA vow.114.kr \D ERAL . EXTERNAL OIL COOLER, BUSCH MODEL # OCM-2 (TYP. 2) TERE\CE DRAWI\GS RECEIVED JAN 21 2009 PERMIT CENTER JOB NO. DWG Na \OT - s ACOFFMAN NGINEENS 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101-1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL SHEET M1M500 DATE COMP NO. 109-101-M1M500 01.07.09 DIMENSIO\S INSULATION LENGTH 10" TO 12" 14" TO 24" ,' 12" 14" SHIELD LENGTH g" 12" SHIELD STEEL GAUGE 14 ga. 14 ga.. PLATE THICKNESS/LENGTH 1 /4"x6" 1/4"x10" SYM A B OVERLAPPING GALVANIZED SHEET METAL PROTECTION SHIELD PIPE HA\ SCALE: NONE REVISION HANGER ROD W/ JAM NUT CLEVIS HANGER PIPE INSULATION - UPPER HALF OF PIPE HIGH DENSITY INSULATION INSERT - LOWER HALF OF PIPE GERS-I\SULATED PIPE DETAIL ( BY COFFMAN COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA M. SOTURA EACH SIDE DATE 10.22.08 M536 SYM CHILLED WATER UPGRADE CHILLED WATER UPGRADE ADDENDUM #1 CHILLED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 DCA-9-08-021 DCA-9-08-021 L 1 -1/4x1-1 4 1/4 crapIcA 1/4 1/2" 0 EXP. ANCHOR WITH 3" MIN. EMBED. (TYPICAL) PIPE' SUPPORT AT HEIGHT TO SUIT PIPING (SEE STRUCTURAL DRAWINGS) -ROOF REVISION ALL-SERVICE VAPOR BARRIER ALUMINUM JACKET ADJUSTABLE PIPE ROLL & BASE. 3/8" THICK STEEL PLATE. WELD ALL AROUND TO PIPE. METAL - CLAD INSULATION PIPE 4 PIPE SUPP a 4 . ‘..P ROOF . • 4: . . W4 X 13, LENGTH TO SUIT PIPE SUPPORT WITH A\CHOR ST 4 x 11.5 W4 x 13, LENGTH TO SUIT 1/2"0 EXP. ANCHOR W/3" MIN. EMBED (TYPICAL) dLH"-- PIPE SUPPORT AT HEIGHT TYP. TO SUIT PIPING (SEE STRUCTURAL DRAWINGS) BY NOTE: SEE SPECIFICATIONS FOR MATERIALS APPROVED 4"X 4" L PIPE SJPPORT A\CHOR DETAILS DATE 11.17.08 01.07.09 METAL - CLAD INSULATION PIPE ST4X11.5 fl M536 - HEAVY GAUGE G-90 SHIELD WEIGHT DISTRIBUTION PLATE SELF-SEALING LAP BOLT SUPPORT BASE TO STEEL PLATE And FOUR 3/8" DIA. BOLTS RT ROLLER DETAIL (3 1/4 1-1/2" - It M536 BUIL FLAS 900 PSI STRUCTURAL INSERT FULL LENGTH-16" PIPE AND LARGER 135 PSI CALCIUM SILICATE DI\G 9-101 A\\ \G @ ROOF PEN ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN da PPROVE FEB 0 a 7firill ITRATIO\ DETAIL CHECKED ENGINEER CHECKED APPROVED APPROVED City Of Tukwila JDING DIVISION. NEW WATERTIGHT DRAW BAND WITH SCREW CLAMP, NEW BATT INSULATION PACK BETWEEN PIPE AND TERMINATION RING, 24 GA GALV.METAL ROOFING TERMINATION RING. ADJUST RING TO SIZE AND CLEARANCES REQUIRED PER DETAIL SECURE TO STRUCTURAL TOPPING. REMOVE AS REQUIRED AND REINSULATE EXISTING PIPE FOR INSTALLATION OF ROOF MEMBRANE. EX I ST TOPPING WATERPROOFING SHEET MEMBRANE EXIST,ROOF DECK DATE DATE MEMBRANE ROOFING. SUBTITLE TITLE MECHANICAL MASTER EQUIPMENT STR,SUPPORT PIPE OR TUBE STEEL COL, ,BASE PLATE WATER TIGHT UMBRELLA w/ SCREW CLAMP EXISTING ROOF DECK SEE STRUCT,DWG, WELDING FLASHI\G @ PIPE SLPPORT NOV 3O 2009 ISI N EQUIPMENT STR.SUPPORT PIPE OR TUBE STEEL COL. ,BASE PLATE WATER T I GHT UMBRELLA W/ SCREW CLAMP EXIST NG CONCRETE ROOF DECK EXIST CONC. POUR STRIP, TYP EXIST ROOF BEAM, TYP BUILDING • 9-101 MECHANICAL DETAILS D.C. SEALANT WATERTIGHT DRW BAND W/ SCREW CLAMP NOTE: FINAL FLASHING APPROVAL TO BE GIVEN BY PSM. PROVIDE MOCK UP TO BE APPROVED BY PSM FOR EACH TYPE OF PENETRATION PRIOR TO INSTALLATION. MEMBRANE ROOFING WATERPROOF I NG SHEET MEMBRANE STEEL ETAIL M536 IFLASHI\G @ PIPE SUPPORT DETAIL ( r\ M08. .15 0 SHEET JOB NO. DWG NO. SEALANT WATERTIGHT DRW BAND W/ SCREW CLAMP NOTE: FINAL FLASHING APPROVAL TO BE GIVEN BY PSM. PROVIDE . MOCK UP TO BE APPROVED' BY PSM FOR EACH TYPE OF PENETRATION PRIOR TO INSTALLATION. WATERPROOF I NG - SHEET MEMBRANE 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL M536 MEMBRANE ROOF I NG - ` 1 EXIST PRECAST CONC ROOF PANEL, TYP SUPPORT ATTACHMENT. SEE STRUCTURAL DRAWINGS 9-101-M536 - M536 RECEIVED JAN 2 1 2009 PERMIT CENTER DATE COMP NO. 01.07.09 e OR m'1sr FLOOR �. .� ' IIILIIII ._._._...____._._._ __....__ __._._...._..__ _._..- ..._._.___. „_..._.________,.-__ .. ._._ . — .._...___._ _• __.._ .. —__.. - _.._..______- :— _- --.___ ._.- ____.._ _ _ __._____ — .—._ -- ._ _-_. OIRIIE OF �1. atMR ` 't " r4, PARAPET RAM, �1r r 1. MEIN Afft MUM' UM' M2C5A OUTSIDE . PO,IFRFD V. J 4 RR PENTHOUSE. WIND PDT DLT ili■ F _ — ____ . ---- .._ __ ___..--- - - -_ —__ -- ---_ ____ __— -- — .._. — _ _.___ .. --- __. ■ _ if. I OUTSVE AR ® M 16 "CHWS /R Rie ar., nr � roar „ 1 ABOVE ROOF 1,1 j _ j r — r ` e ELEVATION: 51 FT , ROOFING: BUILT = P YOUNIm DN FACTOR/ CURB __..________ _ __. ___ _____ —_. _-- -SUB-D E CK :------- 1- - -R-I G I v . -A NON-- - -__.._ ___ ____.—.._ ___ � : ___ � _________.____.__ -__. _._— __— _-._.�____-_-- ._____ - -- 1 •4' ROOF DRAM ....... ._.. .. _. 1( — :: PRECA`T CONCRETE PamaBSE sums .. ■ ■ rWAR ON IAA TO AMA . OM $ 1 k1 • , AI�aoGltm . 0...... � L LEVATIO /D f EL EVATfiON 1 MHNS� � ROOFING: - � - --._ . 117 uumo CESS STAR _ .- - -- _ • COOLING . BULL UP ROOFING: ; MIMI MAIMED C51=1 MEI _ n.11 ,6 "CHWS�R SUBDECK: 2" TECTUM ON SUBDECK: Sft .. -� - MAIM/ M 'fe► 1/2' AIYFS -.,... .__ — ___....._.___________....___... ._._____._____..__....— .._._._ ____..__.._...___...._.___.._ _....- __ ._. _ _ ELM � ' rm •I anAl s s'A,uvE I �� I,�� 2 t / Y Ill I ANI ( -, OG -'• t 41 .. .. • 2 1/2 P II • r • ® FE8 n. nn III'luI 11..II ., e Dael m _ 4 VAL _____._ .—_ _.�__ _.._�..._.— __,_._ .—_ _ _._._— _. nR 4-- {--- ...___.._._ r_ 1 1021/r TL `� _ __ — ,�- __EL- EVA -TI- N;- -_ -5_• - .FT_.._.�._. _�__ _.�__ - - - - -- _____ ____ —__�� �.__.______ _.__..__.._.�.�.. ____�. .�_______ ____________�.__________ _�____. _. ._______..__. ________._._._.. ROOFING: BUIL —UP E w.- > „ SUBDEC ' 2 TE■TUM 0■, • __ tt r vAl II � � - a ,�a tfb• r, `FA2fffi 3-5/8" U► INS 11. r _._._ —_ ___________- ___ - _ -- - _ - — --- . .-------- ____ - - -- ___.__.___.__ L _ _____ � -- . ________.__._. _�_ _.-- -___ - - - __.. NOV 3 ® 2000 ___ __ � _ ________ REF 4381-111 . — __ _ _�— ___ �.____ ___ —_ _ I.0 Vl1E A• + � 2 m 1ST Fat t _ _____ __._ __._.._.___ -- • rq +,� CH Alms l�mmmmm. �mmmmmr.. NOR 4. 4 . e 1 r I' I t... vM CRS • WAl NCH BAY WALL I REV! I u 1 2 i ,C I� m _________ __ ___ _ _____ ___. _ _.._ ____ .. _ ________________ .._____________ mum M 0 8 en- 205 _1‘,70 _ .... __ ___ _ _______ _______ __________ _______ _ 12"0- WS/R FOR 07MMUAmN ' HRH BAY RAU. & urn 4 ON FRoU 2t*ms&R 1HtU FJT FLOOR T 4' hIN „C i COQ & ( //"' HCFI DAY WAIL. 61Y Wit 7 / _._.._._ ______.___.__ . 1 • AT 4eEC - �. 1 01 ravel g SEE RFM4AA FOR cPADEm tw CONTINUATION GE\ =RAC SOT- ... &Y Ne1Ex ARFh CO\STRU TIC\ � � 1. PIPE INSULAT ON SHALL BE FOAM GLASS WITH ALU 4INUM / / /�� `pip- INSTALL NEW 18" CHILLED WATER R . 1 , . PLA\ .�`�� JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR /ii SCALE: 1/32 " =1' -0" 0 INTERIOR SPACES. COFFMAN �► INSTALL NEW 16" CHILLED WATER — _ . . T T � _. � ../ � THRU RCN 450Y, sr Ig10R i I 1 r j f i t j I l s _ f r rm 9 -103 aoc , r as % 4 - - . ir tz VN > \ R _ _11 — %ODE - . O —� a FOR ♦ , , �] _ CHAS g 1 . - WWII aINS pfRit -- ��q, CHAR = a aMH - aiY1R F 4 4 _ d CF4WS • ■ _ —_ _ dIM6 M - 1 B CHNI I I. 4 - U 1 Al @O __._..____._._._...._____..___. ° AIM MOM 1111 L I' : . cf � � il� ' CMS 4 / I ( aMfR I gNfR V VOW 1 1 F !! t i� c Miter W tI�S�/ C ■� p GMm mmm�r a Gant l��+ a aAYS IG• VAl . • • • _ . _ t / 4 2 t /2' W F J1 . , • ROO DRAW ' 1 r m x 9-90 WD ( ._ ____ _ I 0 g r\ 0 -• R _ __.___ _ . _.. _ _ _ —.__ _ __._ , ` . i f NE I ►� � @i i _ I i I 1 - . f 1 1 ! z w 1 j I r< Li o m 1 (= I I Ij? 1 I 1 1 1' I ' I fl f 1 I � 1 sin aaw 1 ,.t_ swo avc tc lad - 1 ! o, SYM A B OFFICE RENOVATION RECORD DRAWING 9 -120 RENOVATION RECORD DRAWING CHILLED WATER UPGRADE REVISION J #160530 -00 J #160530 -00 J #16054201 -02 J #16054201 -02 DCA -9 -08 -021 1) BY COFFMAN COFFMAN COFFMAN COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA M. SOTURA M. SOTURA M. SOTURA DATE 12.20.06 05.04.07 07.12.07 06.16.08 10.22.08 SYM D E REVISION CHILLED WATER UPGRADE ADDENDUM # 1 DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENUM #2 DCA -9 -08 -021 BY COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA DATE 11.17.08 01.07.09 APPROVED BY DEPT. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DATE DRAWN S.L. BEROSIK CHECKED S.L. BEROSIK ENGINEER CHECKED APPROVED APPROVED DATE 08.01.00 08.01.00 SUBTITLE TITLE (\I MECHANICAL MASTER OFFICE RENOVATION ��N6I 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CHILLED WATER SYSTEMS OVERVIEW BUILDING 9 -101 COL. A— Z/1 -19 DEV. CENTER, WA SHEET JOB NO. DWG NO. L CHWS CHWR CHWS CHWR RFM4 -G - \J INSTALL NEW 12" CHILLED WATER PIPE 9- 101 —RFM4 CHILLED WATER SUPPLY & RETURN AT /ABOVE CEILING CHILLED WATER SUPPLY & RETURN BELOW RAISED FLOOR COOLING WATER SUPPLY & RETURN RECEIVEr JAN 21 2009 PERMIT GENIE, COMP NO. 01.07.09 r c c c CHILLED WATER UPGRADE REVISION DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 BY COFFMAN COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA M. SOTURA DATE 10.22.08 11.17.08 01.07.09 SYM REVISION BY APPROVED DATE ROOF PLA\ SCALE: 1/16 '=1'-0" B/NG o- SEE RFM31 FOR CONTINUATION -.) 0 0 CC Cf) _ _ U U CHWS CHWR F'1 12 HWS /R PIPE (WELDED) n ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED C� 12" 12" DATE SUBTITLE TITLE 0 0 12 "CHWS /R DN APPROtX. 50' -0" SEE RFM94 F CONTI(JUATION MECHANICAL MASTER CODS COMPLIANCE APPROVE FEB 0 4 ?Ong . BUILDING GILDING DIVISION NOV 3 2,009 V V1O825@ ROOF PLAN BUILDING 9 -101 ANNEX BLDG COL. D- S/19 -22 L GE\ R = GE \D 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. -FER CO \STR CTIO\ \OT ES INSTALL NEW 12 CHILLED. WATER PIPE (WELDED), INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS,(SEE STRUCT, DWG 4/S572 & MECH. DWG 3/M536) 10'OR 20' O.C. (TYP). • CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, NOT USED, D.0 ERAL \OTES CURRENT REVISION \CE DRAWI \GS INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS, (SEE STRUCT, DWG 10/5572 & MECH, DWG. 4 /M536)..CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE,, INSTALL NEW PIPE SUPPORT BRACKET AT THE MID POINT OF VERTICAL 12 CHWS /R PIPING, SEE STRUCT, DWG 6/572. INSTALL STRUCTURAL BRACING BETWEEN 10' 0,C. PIPE SUPPORTS,(SEE STRUCT, DWG 8/S573) INSTALL NEW PIPE SUPPORT BRACING WITH SADDLES, (SEE STRUCT. DWG 3/S573 & MECH DWG. 2/M536), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, PROVIDE AUTOMATIC AIR VENTS IN CHWS /R . AT HIGH POINT. INSTALL BRACING PER 7/S573. ID> INSTALL NEW PIPE SUPPORT BRACING WITH SADDLES, (SEE STRUCT. DWG, 3/S573, 4/S572 & MECH. DWG. 4/M536), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, AFFF O �VIA� 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL B SHEET RFM4AA JOB NO. DWG NO. DCA -9 -08 -02 RFM4AA RECEIVED JAN 21.2009 PERMIT CENTER DATE COMP NO. 01.07.09 u u C . c u u ( 00 ® fp _ ® gpma to 0 r RFMIO / _ IRFM12I ::: flagli 6o/42 MAKE-UP AIR DUCT SUPPORT BEAMS. SEE ' STRUCTURAL DRAWINGS ,, Z — IL , IRFM16I VII ..... . SPRAY ROOM. SEE DWG IMIO ,i / I ....... _= i 0 i■ eh...41..... fIM- iill IRFM23 B.4:--_-E, • . . 0 1 IRFM29 — J 11 0 10 60/42 . II, 2 XI - DIRT LEG - III AT LOTTOM OF RISER • mum 1.1111 2 r O rAgliw F C L ONN ECTION ELECT. CONDUIT ...... 11111 , 4 11111 FM10 MI1111111 2 . 1 INE im ■ m El 11111 11111111 10111 2 2 - - 1M .... 9 u U . II INSPECTION & ACCESS PANEL h 1111 P I P E SUPPORT (: w M = c) c) , III IL — AHRDI HINGED ACCESS DOOR (BOTH SIDES) -4111■-rm■ ;:o . VigrOlftel . Ism '"co r==.11 Ir4••■•■•■■ . MM. . __ fr 16"CHWS/R PIPE (WELDED) Mi lir . 2" GAS CONNECTION TO AHU FM COMPLIANT REGUL TOR AND GAS TRAIN, PROVIDE ISOLATION VALVE AND AIM STRAINER AHEAD OF REGULATOR, (5 PSI), NI 16" i 6 . tam . �' iii El • CHWS 2 ' mom ' ' 16" 1 11111 y odyr CHWR 2 , 6w 1 6 , I k ik Arb. 11111 . . . c 10 ' Mr ” v , , -... t . 10 -...- -...- 2 1/2"CHWS & R DN TO AH2B2A li • CHWR ( 0- :, X — —15711 CHWR 6" CHWS \p DRY PENDENT WITH RD, D FLANGE AT ION, 286 DEGREE F 4—+0 -1 y 8 " . CHWS 8" CHWR w 1: MUM . . l'i-V1-1 . . . E 2 If . . . . L I = HIUMMIE / N z_________ ... . . ai. 1 r , PENTHOUSE SPRINKLER HEAD (SERVES AH2C2A) SPRINKLER GU PROVIDE SEAL 2 1/2"CHWS & R PIPE PENETRA ' . DN TO AH2C2A = s..c, 1 . m 0 - ri‘j „Z I lr% V / \ 6" ---VI CHWR . 1 "annumia muumuus -VI- 1 0 „ 8 " I f . CHWS -----.0--- 10" CHWR --o- 1› 8" CHWS IfiI A. . ' //CR —1> CHWR ' IA y A. 0 0 0 0 6:<. s), • • AIR HANDLING UNIT AH2B2A OUTSIDE AIR PENTHOUSE, EXTEND PER DETAIL I 1111111111111111111 1111 111111111111111111111111 _ * , • , g itttlItIlVtu rui . CODE RFMIO . , M51 1 . . CONCRETE PAVERS, PERIMETER OF STR. TYP ROOF DRAIN COMPLIAN w w APPROVE ' = o • FEB 0 4 Ng P "c . 111111111 ra 1.1 2 . in . in - - - - - _ - - - - . - - - - - - - - - - - - - I. 2 . . . OVERFLOW x = ----15 kiai5iii - DRAIN t 0 0 AP N DIVISIOI ■ . .. - - - - - - I I I I TOPPING, . mu= Ex • = 0 . • c7 = cp 3 . • ” - CHWR CHWS .1; - - - - - - - - - - - - - - - - - :.. 00 = CD . 1 w = § ii mmo. • CAPPED OPENING = CD r. 00 . ''''. : s--',- - , II - - • P NOV EVISI tip 11 • 1 "‘' 30 2009 ' , • . , _ ENIUMMINI E\ . in in E . ii / / 71 \ // \i — I in i . ll 0 8 im S -. „ 3" AH2DOWN TO C5A . . - = . . . . . ■ . 3" DOWN TO AHWB5A PENTHOUSE. AH2B5A) (SERVES • AIR HANDLING UNIT AH2C5A OUTSIDE AIR PENTHOUSE, EXTEND PER DETAIL •sumumm - - li 1 11 1 i 1 - mum= . . . . . . . LI ■ . . •IiIiiiill- 17:1 PARTIAL ROOF PLA _ . . . . . . . . . . CHILLED WATER -CHILLED 7 , \ \ , . SCALE: 1/8"=C-0" . , -II HIM- ,... =WI . . . . . . mm -I — — — .• RFNmom5H 9 00 ® fp ® 0 fb 0 r RFMIO / IRFM12I 0 IRFMI I Z IRFM16I 0 IRFMI7 0 IRFM23 0 1 IRFM29 — J 0 SYM A B OUTLINE OF PARAPET WALL RECORD DRAWING INSTALL PAINT BOOTH MU AHU PAINT BOOTH EXHAUST FAN CHILLED WATER UPGRADE REVISION CHILLED WATER UPGRADE ADDENDUM #2 566282-01 577653-01 DCA-9-08-021 DCA-9-08-021 BY SR RWS RWS COFFMAN COFFMAN APPROVED GS KR RWS M. SOTURA M. SOTURA DATE 05.28.93 08.03.06 03.10.08 10.22.08 01.07.09 MATCH UNE - FOR CONTINUATION SEE RFM16 SYM REVISION MAINTENANCE PLATFORM SEE STRUCTURAL DRAWINGS BY APPROVED DATE ! Fr' EFRCI —I ,, DRY SPRINKLER UP FROM FIRST FLOOR, SEE DWG 1M260A 2" GAS UP FROM FIRST ----- FLOOR. SEE DWG IM260 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K.BUN CHECKED S.ROSSE ENGINEER S.ROSSE CHECKED D.KLOTZ APPROVED K.RAMSEY APPROVED P.WOLD DATE 8.23.91 SUBTITLE TITLE (DISCIPLINE) MASTER CE 25 to • ROOF PLAN - HVAC AND PIPING BUILDING 9-101 COL. A-E/1-6 LEGEND: --- VTR CHWS — CHWR -11#40- VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN/CLOSED LIFT CHECK VALVE PIPE REDUCER BUTTERFLY VALVE - 32.> EXISTING BRIDGE STAIRS TO BE REVISED TO ENABLE WALKING ABOVE PIPE. NOT USED. ]1> INSTALL 18" VICTAULIC ELBOW (2 TYP). '112>. INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS, (SEE STRUCT, DWG 10/S572 & MECH. DWG 4/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, GENERAL NOTES: 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW 18"CHWS/R (GROOVED TYPE VICTAUL1C). INSTALL NEW 16"CHWS/R PIPING (WELDED). , REBUILD METAL PARAPET WALL TO FIT AROUND 18"CHWS/R. EXISTING PIPE SUPPORT TO BE RAISED TO ALLOW SUFFICIENT AREA FOR BRACING OF NEW 18"CHWS/R. INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS, (SEE STRUCT. DWG 2/S572 & MECH. DWG 3/M536), SPACED 10' O.C. (TYP). ATTACH NEW SUPPORT TO EXISTING, CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. INSTALL NEW 10 VICTAULIC VALVE, PROVIDE AUTOMATIC AIR VENTS IN CHWS/R AT HIGH POINT. PROVIDE 16" VICTAULIC VALVE,. 2 TYP, INSTALL VERTICAL PIPE SUPPORT BRACKET, (SEE STRUCT DWG. 7/S572), DEV. CENTER. WA CURRENT REVISION SHEET RFM10 JOB NO. DWG NO. KEYPLAN NO SCALE RECEIVED iOGFFRIf JAN 2 1 2009 AcN 1601 Fifth Avenue Suite 900 PERMIT CENTER Seattle, Washing on 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL 9-101-RFM10 DATE 01.07.09 COMP NO. - E c r . r c c 1' T T T TT- T T T T RFM10 , // RFMI 7 A RFM12 RFM13 RFM14 RFM15 1 ---( ----( RFM RFM17 RFM18 RFM19 RFM20 RFM211 RFM221RFM215 RFM24 RFM25 RFM26 I RFM2I RFM2 RFM21 RFM30 RFM31 RFM32 RFM34 1 -- RFMR RFM36 'RFM37 RFM38 RFM39H H RFM40 RFM41 RFM42 RFM43 RFM44 J FM45 RFM46 RFM471 -I .1 1 SYM A B ELECT. CONDUIT CHWS CHWR OUTSIDE AIR PENTHOUSE EXTEND P DETAIL R F M I I M 5 1 1 ELECT. CONDUIT CHWS CHWR 1 1 IMI1 1 IH1 1 IHIII1 1 IHIII1 1 1HI1 1 1 1HI1 1 I 1 CHWS CHWR 2 1/2"CHWS & R DN TO AH2 G3A 6 CHWS 6"CHWR CHWS CHWR CHWR -1- CHWS 3''CHWS & R DN TO 2ND FLOOR PIPING LOOP OUTSIDE AIR PENTHOUSE EXTEND P DETAIL R F M I I M 5 1 1 RFM I I M586 REVISION RECORD DRAWING MDL RELOCATION 41000824)0/01 CHILLED WATER UPGRADE • -DCA-9-08-021 CHILLED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 BY SR DLR COFFMAN COFFMAN APPROVED GS KR M. SOTURA M. SOTURA DATE SYM .5.28.93 10.22.08 01.07.09 REVISION BY APPROVED DATE MATCH LINE - FOR CONTINUATION SEE RFM17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. PAULSON w LU 0 w CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED RFM 11N/1586 PARTIAL ROOF PLAN SCALE: 1/8"W-0" DATE 01.05.01 01.05.01 5 9 SUBTITLE TITLE 110 * MECHANICAL MASTER littVICINCU rUit COD COMPLIANCE APPROVE FEB 0 4 MN �fT ujIa ' B ILD N DIVISION NOV SP 2009 MDL RELOCATION ROOF PLAN - HVAC AND PIPING BUILDING 9-101 COL 14-19/L-R LEGEND: --- VTR CHWS CHWR VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN/CLOSED LIFT CHECK VALVE PIPE REDUCER 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. GENERAL NOTES: CONSTRUCTION NOTES: INSTALL NEW 16" CHILLED WATER PIPE (WELDED). . INSTALL NEW PIPE SUPPORT BRACING WITH. ROLLERS,(SEE STRUCT. DWG 2/S572 & MECH, DWG, 3/M536) SPACED 10' 0,C,(TYP), ATTACH NEW SUPPORT TO EXISTING, CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. EXISTING BRIDGE STAIRS TO BE REVISED TO ENABLE WALKING ABOVE PIPE. INSTALL NEW 6"CHWS/R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION; INSTALL NEW 16 VICTAULIC ELBOW WITH FLEXIBLE COUPLING W77, INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG .I/S572 & MECH: DWG, 3/M536), CONTRACTOR TQ COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. ROOF KEY PLAN 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101-1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBO SHEET RFM1 1 JOB NO, DWG NO. D.C. 9-101-RFM11 DATE 01.07.09 FCEIVED JAN 21 2009 PERMIT CENTEF M6A COMP NO. c IJ FOR CONTINUATION S 1 4 4 4 ram^ SYM A D AIR FRAME CONF. ROOM MDL RELOCATION RFM12 M586 CHILLED WATER UPGRADE 1e911111111111111111111111111111111111111111 d munnuiE bum II MI1111111: ECTURA OR R0( OPENING 3"CHWS REVISION CHILLED WATER UPGRADE ADDENDUM #1 CHILLED WATER UPGRADE ADDENDUM #2 0 RFM12 M586 CHWR Ewa J#147024-02 4100082-00/01 DCA-9-08-021 DCA-9-08-021 DCA-9-08-021 z•rn 3 „ BY KGP DLR COFFMAN COFFMAN COFFMAN 111111111111111111111111111 INTAKE FOR CHWR CHWS 0 0 APPROVED M. SOTURA M. SOTURA M. SOTURA LC) 01.05.01 10.22.08 DATE 11.17.08 01.07.09 ROOF VENT (11)?) SYM 16" CHWS 16 CHWR 3 =1111111111111:4 MI •III ME MI MI MI •III Ell MI MN MI MI MI MI MO NM MN NM MI Ell MIll MI MN MI MI MN MI Ell MI MIll MI MI MI MI •III MI NE MN MI MI NO NM NM MI Ell IM MI MO MI MI MI MI Ell all NIB MN NM MN •III MI NM NM MI MI MI MN MI NI NM MI MI MIII MI NM MOM= — 1 1 1 1 1 1 1 1 1 — 111111111 FAN SEE ARC DRAWINGS 0 CAP OVE OUTSIDE AIR INTAKE FOR \J 4A/ PARAPET WALL T INTAKE FOR AH2K2A • RFM12 M586 RFM12 M586 REVISION 0 0 El>1-1-3) BY RFM12 M586 . CHWS CHWS 411111 CHWR CHWR Immo APPROVED 1 6"CHWS/R PIPE (WELDED) DATE 0 2 RFM12 M586 T.O.P @ 46" 3 RFM12 M586 ® 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT, DATE DRAWN K. PAULSON CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED DATE 01.05.01 01.05.01 SUBTITLE TITLE MECHANICAL MASTER NOV 3p 2009 C61 APPROVE FEB 04 7nnq City Of Tukwila AVILDING DIVISION EVI I N PARTIAL ROOF PLAN SCALE: I /8"= I -0" ROOF PLAN - HVAC AND PIPING MDL RELOCATION BUILDING 9-101 COL. J-N/1 -6 LEGEND: - VTR CHWS -- CHWR —DO— —0.1-- GEN ERAL NOTES: 0 ' /, .M 1 . PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW 16" CHILLED WATER PIPE (WELDED). INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG, 9/SS572 & • MECH. DWG. 3/M536) SPACED 10' OR 20'0.0,(TYP). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, INSTALL NEW 6"CHWS/R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION, INSTALL 16" VICTAULIC ELBOW WITH FLEXIBLE COUPLING W77, INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS, (SEE STRUCT, DWG 10/S572 AND MECH. DWG 4/M536),CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, 2.22> PROVIDE AUTOMATIC AIR VENTS IN CHWS/R AT HIGH POINT. INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG I/S572 & MECH. DWG 3/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, CONTRACTOR TO COORDINATE,LENGTH AND LOCATION OF SUPPORT WITH EXISTING SUPPORTS IN THIS LOCATION. ROOF KEY PLAN D.0 CURRENT REVISION SHEET JOB NO. DWG NO. VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN/CLOSED LIFT CHECK VALVE PIPE REDUCER ASOFF.MAN i16111Ek 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL 9-101-RFM12 DATE a RECEIVED • JAN 2 1 2009 PERMIT CENTER COMP NO. 01.07.08 RFM12 M6B c ret c tJ — — ....:r — — ..... ]: RFM10 RFM11 1 RFM14 RFM15 f,RFM12RFM13 / RFM13 RFM1f RFM18 RFM19. RFM20 RFM21 ' 1 ---H RFM27 . ----I RFM22 RFM215 RFM24 RFM25 RFM26 RFM28 1RFM2d 1 RFM30 RFM31 RFM32 RFM34 L- RFM35 RFM36 RFM37 RFM38 RFM39 ---( RFM40 •RFM41 RFM42 RFM43 RFM44 RFM45 J ....___ RFM46 RFM47 ----( SYM A D AIR FRAME CONF. ROOM MDL RELOCATION RFM12 M586 CHILLED WATER UPGRADE 1e911111111111111111111111111111111111111111 d munnuiE bum II MI1111111: ECTURA OR R0( OPENING 3"CHWS REVISION CHILLED WATER UPGRADE ADDENDUM #1 CHILLED WATER UPGRADE ADDENDUM #2 0 RFM12 M586 CHWR Ewa J#147024-02 4100082-00/01 DCA-9-08-021 DCA-9-08-021 DCA-9-08-021 z•rn 3 „ BY KGP DLR COFFMAN COFFMAN COFFMAN 111111111111111111111111111 INTAKE FOR CHWR CHWS 0 0 APPROVED M. SOTURA M. SOTURA M. SOTURA LC) 01.05.01 10.22.08 DATE 11.17.08 01.07.09 ROOF VENT (11)?) SYM 16" CHWS 16 CHWR 3 =1111111111111:4 MI •III ME MI MI MI •III Ell MI MN MI MI MI MI MO NM MN NM MI Ell MIll MI MN MI MI MN MI Ell MI MIll MI MI MI MI •III MI NE MN MI MI NO NM NM MI Ell IM MI MO MI MI MI MI Ell all NIB MN NM MN •III MI NM NM MI MI MI MN MI NI NM MI MI MIII MI NM MOM= — 1 1 1 1 1 1 1 1 1 — 111111111 FAN SEE ARC DRAWINGS 0 CAP OVE OUTSIDE AIR INTAKE FOR \J 4A/ PARAPET WALL T INTAKE FOR AH2K2A • RFM12 M586 RFM12 M586 REVISION 0 0 El>1-1-3) BY RFM12 M586 . CHWS CHWS 411111 CHWR CHWR Immo APPROVED 1 6"CHWS/R PIPE (WELDED) DATE 0 2 RFM12 M586 T.O.P @ 46" 3 RFM12 M586 ® 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT, DATE DRAWN K. PAULSON CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED DATE 01.05.01 01.05.01 SUBTITLE TITLE MECHANICAL MASTER NOV 3p 2009 C61 APPROVE FEB 04 7nnq City Of Tukwila AVILDING DIVISION EVI I N PARTIAL ROOF PLAN SCALE: I /8"= I -0" ROOF PLAN - HVAC AND PIPING MDL RELOCATION BUILDING 9-101 COL. J-N/1 -6 LEGEND: - VTR CHWS -- CHWR —DO— —0.1-- GEN ERAL NOTES: 0 ' /, .M 1 . PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW 16" CHILLED WATER PIPE (WELDED). INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG, 9/SS572 & • MECH. DWG. 3/M536) SPACED 10' OR 20'0.0,(TYP). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, INSTALL NEW 6"CHWS/R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION, INSTALL 16" VICTAULIC ELBOW WITH FLEXIBLE COUPLING W77, INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS, (SEE STRUCT, DWG 10/S572 AND MECH. DWG 4/M536),CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, 2.22> PROVIDE AUTOMATIC AIR VENTS IN CHWS/R AT HIGH POINT. INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG I/S572 & MECH. DWG 3/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, CONTRACTOR TO COORDINATE,LENGTH AND LOCATION OF SUPPORT WITH EXISTING SUPPORTS IN THIS LOCATION. ROOF KEY PLAN D.0 CURRENT REVISION SHEET JOB NO. DWG NO. VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN/CLOSED LIFT CHECK VALVE PIPE REDUCER ASOFF.MAN i16111Ek 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL 9-101-RFM12 DATE a RECEIVED • JAN 2 1 2009 PERMIT CENTER COMP NO. 01.07.08 RFM12 M6B c ret c tJ T I i i T T T Y Y RFM110 R RFM11 R RFM12 R RFM13 R RFM14. R RFM15 j RFM1 R RFM1T R / / / / // I RFM19 R RFM20 R I — —I RFM18 / R 74/'i ! RFM22 R RFM213 R RFM24 R RFM25 R RFM26 R RFM27j RFM28 R RFM2q R RFM30 R RFM31 R RFM32 . R RFM34 'RFM35 R RFM36 R RFM37 R RFM38 R RFM39 SYM A B C D E REL. F -22 SYS /INSTR j #180373 -00 MDL RELOCATION J #1000082 -00/01 CHILLED WATER. UPGRADE =111111111111111 IIIIIIIIIIIII(1I II H1111 rAIIMMM _ _ _ _ _ _ _ _ - MO 110 MB MI MI MIll Mil MI ME 011l MI MI M MI MI M MI MI MI 1111 MI MR MN MIll MI MIll MI MN MI MI MIll NM MI MI MI OM MI MI NM MI NM MI M MI MI _ MI MII NM MI m 1111111111 11111111 RFM18 M586 REVISION DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 BY KGP DLR 0 COFFMAN COFFMAN COFFMAN APPROVED RWS /DOT M. SOTURA M. SOTURA M. SOTURA c— c— DATE 4/30/99 01.05.01 10.22.08 11.17.08 01.07.09 SYM 0 REVISION BY APPROVED 11111 111II- 11111 11111- DATE RFM18 M586 6" CHWS . L RFM18 M586 1 1 1 I RFM18 M586 6" CHWR 6" CHWR RFM18 M586 RFM18 M586 RFM18 4560 —M7 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. BUN CHECKED ENGINEER CHECKED R.SQUIRES APPROVED E.CARRIGAN APPROVED PARTIAL ROOF PLAN SCALE: i /s ° =r —o DATE 11/4/97 Greenheck Model #TCBRU— I —I2 -10 inline centrifugal upblast roof fan rated to 1600 cfm @0,75" we esp, with 1 hp 460 v 3 motor mounted on factory curb SUBTITLE .TITLE MECHANICAL MASTER C COM "APPROVE FEB 0 4 70f9 CityOfTukwila B�GPMSION NOV 3,Q 2009 MO6S ia ROOF PLAN i HVAC AND PIPING . BUILDING 9 -101 COL J— N/6 -11 LEGEND: VTR — CHWS - - CHWR - -pd-- _H- GENERAL NOTES: VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW 16" CHILLED WATER PIPE (WELDED), INSTALL NEW PIPE SUPPORT BRACING.WITH ROLLERS (SEE STRUCT, DWG 9/S572 MECH. DWG 3/M536) SPACED 10' OR.20' O,C,(TYP). CONTRACTOR TO COORDINATE LENGTH AND LOCATION. OF SUPPORTS WITH EXISTING ROOF STRUCTURE, INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION, INSTALL I6xI2 PIPE REDUCER. INSTALL 12 CHILLED WATER PIPE (WELDED), INSTALL NEW 12" VICTAULIC ISOLATION, VALVES, ROOF KEY PLAN D.0 CURRENT REVISION SHEET JOB NO. DWG NO. Ac0F E ,1 s 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL E RFM18 9- 101 — RFM18 DATE COMP NO. RECEIVED JAN 21 2009 PERMIT CENTER 01.07.09 M6D c a. c u c T - -,,- - - _ I RFM10 1 RFM11 RFM12 RFM13 RFM14 i RFM151 --( --( RFM1 1 RFM1 1 \RFM18 RFM19 RFM20 RFm211 RFM22 RFM2B 17 1 RFM26 RFM27 Itrizto RFM25 RFM28 RFM2d RFM30 RFM31 RFM32 RFM34 RFM39 -- RFMY. RFM36 RFM37 RFM38 1 RFM40 RFM41 RFM42 RFM43 RFM44 J FM45 RFM46 RFM47 CHILLED WATER UPGRADE 1 MDL RELOCATION — PERMIT IIIIMIIIIIMMUIMMINIUM11111011111111111 IM1111111 MUIR MIIIM111111111111 REVISION 0 MDL RELOCATION — PROGRESS SET ACCESS STAIR # 4100082-00/01 4100082-00/01 MDL RELOCATION — CONSTRUCTION ISSUE J# 100082-00 / 01 MDL RELOCATION — POST—CONSTRUCTION ISS4 DCA-9 —08-021 BY DLR DLR DLR DLR COFFMAN APPROVED RP RP RP M. SOTURA ACCESS ilIlIlIll L \ 111111111 DATE 11.10.00 11.30.00 12.08.00 01.05.01 10.22.08 STAIR #I, 111111111 — COOLED DENSER SYM F G "Cs .3 (r) 3: 3: REVISION 12"CHWS/R PIPE (WELDED) — 111 CHILLED WATER UPGRADE ADDENDUM #1 DCA-9-08-021 CHILLED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 OVERFLOW DRAIN—S. ROOF VENT BY COFFMAN COFFMAN 111 APPROVED M. SOTURA M. SOTURA 5 RFM24 M586 ROOF DRAIN — 11111111111111111 DATE EXPANSION JOINT 11.17.08 6" CHWR - r —1' 1— — - r- - 4— A IN NOM MINIM r 4 — 1 — — I" •■•• 411111... PARTIAL ROOF HVAC PLA\ SCALE: 1/8"=1' —0" 01.07.09 0 6" CHWR AN:VEZAW® 5 RFM24 M586 2 RFM24 M586 CONT. ON RFM30 cJ OA APPROVED BY 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED RTU—N1 4A UNIT HEATERS (PROVIDED WITH UNIT) REVISI MOS DATE 12.08.00 12.08.00 SUBTITLE TITLE MECHANICAL MASTER I 0 , 9 Atiritvimu run, CODE COMPLIANCE APPROVED FEB 0 4 2 B ILDING DIVISION NOV 30 Z00 MDL RELOCATION ROOF PLAN - HVAC AND PIPING BUILDING 9-101 COL. 1 1 - 1 5/J- N LEGEND: VTR— VENT THROUGH ROOF CHWS — CHILLED WATER SUPPLY CHWR — CHILLED WATER RETURN VALVE, OPEN/CLOSED LIFT CHECK VALVE PIPE REDUCER —110411-- 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR PACES. GENERAL NOTES: ROOF CURB DETAIL ..,,,.:„.,.....,,.... . .../..73,../.2,,,..,.. , CONSTRUCTION NOTES: INSTALL NEW 12" CHILLED WATER PIPE, (WELDED). INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG 9/S572 & MECH. DWG. 3/M536) SPACED 10' OR, 20' 0.0,(TYP). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. INSTALL NEW 6"CHWS/R PIPING & VICTAULfC VALVES FOR FUTURE CONNECTION, ROOF KEY PLAN D.0 CURRENT REVISION SHEET JOB NO. DyiG NO. Asp,Fw 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL RFM24 9-101—RFM24 COMP NO, RECEIVEr JAN 211 PERMIT CENTE DATE 01.07.09 M7 SYM A B C D E CHWS /CHWR DWG. 109 =101- 4954 -M -1 FOR CONTINUATION CHILLED WATER UPGRADE REVISION MDL LAB RELOCATION — PERMIT SET MDL LAB RELOCATION — REVISION MDL RELOCATION — POST —BID ISSUE CHUA 2 J #100082 -00/01 J # 100082 - 00/01 MDL LAB RELOCATION — CONSTRUCTION ISSUEJ #100082 -00/01 J #100082 -00/01 DCA -9 -08 -021 BY DLR DLR DLR DLR 1 ISTING ROOF -TOP UVERED PENTHOUSE COFFMAN 4" HWS 4" HWR —I I I /SA ICJ 17A COOING COIL H EATfNG COL L _a F SCHWR - - ti I / \ 1 1 1 /AH ICJ 18A APPROVED RP RP RP M. SOTURA r 3/30 SOU S PPLY AIR D WN THRO 1 1 L___J 11111K — — MI MB IIM MI _ MI MI MN —I \ i I— MN M - MN — MI — I= MI .111111111 DATE 11.10.00 11.30.00 12.08.00 01.05.01 10.22.08 SYM F G -1111111111- NI me — 11 LINED �hlii111i►�;1L1,1i� • 1U ran mi 1 1 1 IIIM11111111= 1 1 1 1 F- -- 4" HWS HWR EXISTING RO LOUVERED P FILTER AND PULL SPACE - OUTSIDE AIR - - REVISION HOUSE r I I L CAL CHILLED WATER UPGRADE ADDENDUM #1 CHILLED WATER UPGRADE ADDENDUM #2 RFM30 M586 F r it DCA -9 -08 -021 DCA -9 -08 -021 BY COFFMAN COFFMAN J J ■1111 NO WA .. KV —. WA IM In — — - - R R j - I U 11 I II K11 NM 11: 11/111 ILM WI NM MK WI WI - - ■ 1 28 "x36" DN PARTIAL HVAC ROOF PLA\ SCALE: p Pr= , -o APPROVED M. SOTURA M. SOTURA DATE 11.17.08 01.07.09 1 RFM30 M586 T,O.P @ 33' RFM30 M586 CHWS CHWR O RFM30 M585 .01.1:4 ® 12" 12" CONT ON RFM24 6" CHWR V) APPROVED BY d 4 "' HWR 'W\ t iv RFM24 M586 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. 6" CHWR - 6" CHWS f 4 " HWS -T 1 DATE CHECKED APPROVED APPROVED 0 DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER MA DUCTS OVE SA DUCT DATE 12.08.00 12.08.00 SUBTITLE TITLE 84 "x84" 72 "x42" CONT'D DN ON M2M30 CONT'D ON RFM30 REVISI MOB MECHANICAL MASTER 2 •CHWS & R DN EX. OPENING FEB 0 4 2009 01 Tu„wjfa ILDING.DIVISION NOV 30 2009 MDL RELOCATION ROOF PLAN - HVAC AND PIPING BUILDING 9 -101 COL J- N/15 -19 LEGEND: VTR – CHWS - - CHWR 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW 12" CHILLED WATER PIPE (WELDED), INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG 9/S572 &MECH. DWG, 3/M536) SPACED 10' OR 20' 0.C,(TYP), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION, INSTALL NEW PIPE SUPPORT BRACING WITH SADDLES, (SEE STRUCT, DWG 9/S572 & MECH, DWG 2/M536), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, GENERAL NOTES: 2 -1/2 HWS HWR DOWN THROUGH ROOF. SEE DRAWING 109 - 101 -207 FOR CONTINUATION. CONNECT 2-1/2" HWS /HWR TO AH-RJ18A HEATING COIL. SEE DETAIL RFM30 M529 3" CHWS /CHWR, CONNECT TO AH -RJ18A COOLING COIL. SEE DETAIL RFM30 M529 ROOF KEY PLAN D.0 SHEET JOB NO. DWG NO. VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL RFM30 9- 101 -RFM30 RECEIVED JAN 2 1 2009 �COFF�VIA�1 PERMIT CENTER DATE 01.07.09 NAB COMP NO RFM1 r RFM11 r RFM12 RFM13 RFM14 r RFM15 r RFM13 1 RFM1i RFM18 RFM19 RFM20 RFM21I --I RFM•2 RFM2 RFM24 RFM25 RFM26 RFM27 RFM28 RFM2I RFM32 RFM34 RFM31 / / / / //, RFM3t RFM36 RFM37 RFM38 RFM39 —c --c RFM40 RFM41 RFM42 RFM43 RFM44 R RFM46 RFM47 SYM A B C D E CHWS /CHWR DWG. 109 =101- 4954 -M -1 FOR CONTINUATION CHILLED WATER UPGRADE REVISION MDL LAB RELOCATION — PERMIT SET MDL LAB RELOCATION — REVISION MDL RELOCATION — POST —BID ISSUE CHUA 2 J #100082 -00/01 J # 100082 - 00/01 MDL LAB RELOCATION — CONSTRUCTION ISSUEJ #100082 -00/01 J #100082 -00/01 DCA -9 -08 -021 BY DLR DLR DLR DLR 1 ISTING ROOF -TOP UVERED PENTHOUSE COFFMAN 4" HWS 4" HWR —I I I /SA ICJ 17A COOING COIL H EATfNG COL L _a F SCHWR - - ti I / \ 1 1 1 /AH ICJ 18A APPROVED RP RP RP M. SOTURA r 3/30 SOU S PPLY AIR D WN THRO 1 1 L___J 11111K — — MI MB IIM MI _ MI MI MN —I \ i I— MN M - MN — MI — I= MI .111111111 DATE 11.10.00 11.30.00 12.08.00 01.05.01 10.22.08 SYM F G -1111111111- NI me — 11 LINED �hlii111i►�;1L1,1i� • 1U ran mi 1 1 1 IIIM11111111= 1 1 1 1 F- -- 4" HWS HWR EXISTING RO LOUVERED P FILTER AND PULL SPACE - OUTSIDE AIR - - REVISION HOUSE r I I L CAL CHILLED WATER UPGRADE ADDENDUM #1 CHILLED WATER UPGRADE ADDENDUM #2 RFM30 M586 F r it DCA -9 -08 -021 DCA -9 -08 -021 BY COFFMAN COFFMAN J J ■1111 NO WA .. KV —. WA IM In — — - - R R j - I U 11 I II K11 NM 11: 11/111 ILM WI NM MK WI WI - - ■ 1 28 "x36" DN PARTIAL HVAC ROOF PLA\ SCALE: p Pr= , -o APPROVED M. SOTURA M. SOTURA DATE 11.17.08 01.07.09 1 RFM30 M586 T,O.P @ 33' RFM30 M586 CHWS CHWR O RFM30 M585 .01.1:4 ® 12" 12" CONT ON RFM24 6" CHWR V) APPROVED BY d 4 "' HWR 'W\ t iv RFM24 M586 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. 6" CHWR - 6" CHWS f 4 " HWS -T 1 DATE CHECKED APPROVED APPROVED 0 DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER MA DUCTS OVE SA DUCT DATE 12.08.00 12.08.00 SUBTITLE TITLE 84 "x84" 72 "x42" CONT'D DN ON M2M30 CONT'D ON RFM30 REVISI MOB MECHANICAL MASTER 2 •CHWS & R DN EX. OPENING FEB 0 4 2009 01 Tu„wjfa ILDING.DIVISION NOV 30 2009 MDL RELOCATION ROOF PLAN - HVAC AND PIPING BUILDING 9 -101 COL J- N/15 -19 LEGEND: VTR – CHWS - - CHWR 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW 12" CHILLED WATER PIPE (WELDED), INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG 9/S572 &MECH. DWG, 3/M536) SPACED 10' OR 20' 0.C,(TYP), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION, INSTALL NEW PIPE SUPPORT BRACING WITH SADDLES, (SEE STRUCT, DWG 9/S572 & MECH, DWG 2/M536), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, GENERAL NOTES: 2 -1/2 HWS HWR DOWN THROUGH ROOF. SEE DRAWING 109 - 101 -207 FOR CONTINUATION. CONNECT 2-1/2" HWS /HWR TO AH-RJ18A HEATING COIL. SEE DETAIL RFM30 M529 3" CHWS /CHWR, CONNECT TO AH -RJ18A COOLING COIL. SEE DETAIL RFM30 M529 ROOF KEY PLAN D.0 SHEET JOB NO. DWG NO. VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL RFM30 9- 101 -RFM30 RECEIVED JAN 2 1 2009 �COFF�VIA�1 PERMIT CENTER DATE 01.07.09 NAB COMP NO SYM A B D p–N15A ( 12" CHWS/R DN ._. APPROX. 13'-0" (TYP 2) ,_. SEE RFM4AA FOR CONTINUATION 111111101 11111 1 6 1 111111111111111111111111111111111111111111111111 1 , a■ RFM31 M586 hill 111mmuirAt: 0 =1 I =SO EWA HWS 8c R DN EX. OP RFM31 1 11 I I I I I 12"CHWS/R PI E (WELDED) 1 I 1 11111 RFM31 M585 mn, „,, IIIIMOWIAVA1 EWR, INIMINNIIMIMI 1111111111MIPAIftindlliaM1111111111limulIMMOMUMIIIIIMIIIIIIIMME111111tati – 1 0 " 27"x27" DN (2 TYP) (EXIST. ROOF OPENING l o'-o" 27"X27" CONT ON RFM30 180 GOOSENECK TOP © 2'-6" A.F.F. REVISION MDL RELOCATION - PERMIT 4100082-00/01 MDL RELOCATION - REVISION 4100082-00/01 MDL RELOCATION - CONSTRUCTION ISSUE 4100082-00/01 MDL RELOCATION - POST-CONSTRUCTION ISSUV100082-00/01 4" TUBESTEEL SUPPORT UCTURE SIMILAR TO DETAIL M586 WITHOUT PIPE LLERS. PENTHOUSE UVER, 'X4" TUBESTEEL SUPPORT LDED TO 4" TS AT ENDS. P–N15B BY DLR DLR DLR DLR M586 0 APPROVED RP RP RP 0 0 DATE 1 1.1 o.00 11.30.00 12.08.00 01.05.01 CHILLED WATER UPGRADE DCA-9-08-021 COFFMAN M. SOTURA 10.22.08 AS I #1 3 CCESS LADDER SYM F G ACCESS STAIR #1, 20"0 STACK. EF–P14A PARTIAL ROOF SCALE: 1/8"=1'-0" 4 VAC 4 PLA\ REVISION CHILLED WATER UPGRADE ADDENDUM #1 DCA-9-08-021 CHILLED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 ASI#5 BY COFFMAN COFFMAN 18"0 DUCT THROUGH EXIST. 24"X24" OPENING IN ROOF. ACCESS PLATFORM Rn#136 LOUVERS REQUIRED IN CENTER (2) SECTIONS OF THIS MECHANICAL PENTHOUSE. RFM31 M585 APPROVED M. SOTURA M.SOTU RA ASI#29 EF–R18A DATE 11.17.08 01.07.09 RFM31 M585 DO NOT BLOCK OFF LOUVERS ON WEST SIDE OF THIS EXIST. MECHANICAL PENTHOUSE. RFI#136 AM:ME" ® (16 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED NOV 3,0 2009 Icv1:vUt;u rut. COD CONPLIANCE APPROVE FEB 0 4 ?Pug Th�fTujIa JR_____DING DIVISION REV1 :1IIIN - .25 DATE 12.08.00 12.08.00 SUBTITLE TITLE MECHANICAL MASTER MDL RELOCATION BUILDING 9-101 COL. N–S/15-19 ROOF PLAN - HVAC AND PIPING . PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. LEGEND: VTR CHWS CHWR — —I><1-- —101— GENERAL NOTES: CONT. DN ON M2M31 CONT. ON RFM30 CONSTRUCTION NOTES: INSTALL NEW 12" CHILLED WATER PIPE (WELDED). INSTALL NEW P I PE SUPPORT BRACING W I T H ROLLERS (SEE STRUCT, DWG 9/S572 & MECH. DWG. 3/M536) SPACED I 0 ' OR 20' 0 C ( TYP ) CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH E X I S T I N G ROOF STRUCTURE . INSTALL NEW 6"CHWS/R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION. INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS (SEE STRUCT. DWG 10/S572 AND MECH. DWG 4/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS W I TH E X I S T I N G ROOF STRUCTURE. PROVIDE NEW PRESSURE TRANSMITTER AND CONNECT TO ROBERT SHAW/INVENSYS PANEL AT RTUN14A. SEE CONTROLS SPECIFICATIONS FOR ADDITIONAL INFORMATION. ROOF KEY PLAN VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN/CLOSED LIFT CHECK VALVE PIPE REDUCER CURRENT REVISION SYMBOL AFFIFF 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SHEET RFM31 JOB NO. D.C. DWG NO. 9-101–RFM31 RECEIVED JAN ?1 Z009 PERMIT CENTER DATE 01.07.09 M9 COMP NO. TT T- T T T T RFM10 RFMI1 RFM12 RFM13 RFM14 RFM15 ---1 --I ---1 ----( RFm RFmil RFM18 RFM19 RFM20 RFm21 RFM221RFM2S RFM24 RFM25 RFM26 RFM27I RFM28 RFM2 RFM30 v / RFM34 RFM31 RFM32 77Z/ / -- IRFMa RFM36 RFM37 RFM38 RFM39 \---1 \--1 RFM40 RFM41 RFM42 RFM43 RFM44 . -1 RFM45 J RFM46 RFM47 -■ SYM A B D p–N15A ( 12" CHWS/R DN ._. APPROX. 13'-0" (TYP 2) ,_. SEE RFM4AA FOR CONTINUATION 111111101 11111 1 6 1 111111111111111111111111111111111111111111111111 1 , a■ RFM31 M586 hill 111mmuirAt: 0 =1 I =SO EWA HWS 8c R DN EX. OP RFM31 1 11 I I I I I 12"CHWS/R PI E (WELDED) 1 I 1 11111 RFM31 M585 mn, „,, IIIIMOWIAVA1 EWR, INIMINNIIMIMI 1111111111MIPAIftindlliaM1111111111limulIMMOMUMIIIIIMIIIIIIIMME111111tati – 1 0 " 27"x27" DN (2 TYP) (EXIST. ROOF OPENING l o'-o" 27"X27" CONT ON RFM30 180 GOOSENECK TOP © 2'-6" A.F.F. REVISION MDL RELOCATION - PERMIT 4100082-00/01 MDL RELOCATION - REVISION 4100082-00/01 MDL RELOCATION - CONSTRUCTION ISSUE 4100082-00/01 MDL RELOCATION - POST-CONSTRUCTION ISSUV100082-00/01 4" TUBESTEEL SUPPORT UCTURE SIMILAR TO DETAIL M586 WITHOUT PIPE LLERS. PENTHOUSE UVER, 'X4" TUBESTEEL SUPPORT LDED TO 4" TS AT ENDS. P–N15B BY DLR DLR DLR DLR M586 0 APPROVED RP RP RP 0 0 DATE 1 1.1 o.00 11.30.00 12.08.00 01.05.01 CHILLED WATER UPGRADE DCA-9-08-021 COFFMAN M. SOTURA 10.22.08 AS I #1 3 CCESS LADDER SYM F G ACCESS STAIR #1, 20"0 STACK. EF–P14A PARTIAL ROOF SCALE: 1/8"=1'-0" 4 VAC 4 PLA\ REVISION CHILLED WATER UPGRADE ADDENDUM #1 DCA-9-08-021 CHILLED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 ASI#5 BY COFFMAN COFFMAN 18"0 DUCT THROUGH EXIST. 24"X24" OPENING IN ROOF. ACCESS PLATFORM Rn#136 LOUVERS REQUIRED IN CENTER (2) SECTIONS OF THIS MECHANICAL PENTHOUSE. RFM31 M585 APPROVED M. SOTURA M.SOTU RA ASI#29 EF–R18A DATE 11.17.08 01.07.09 RFM31 M585 DO NOT BLOCK OFF LOUVERS ON WEST SIDE OF THIS EXIST. MECHANICAL PENTHOUSE. RFI#136 AM:ME" ® (16 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED NOV 3,0 2009 Icv1:vUt;u rut. COD CONPLIANCE APPROVE FEB 0 4 ?Pug Th�fTujIa JR_____DING DIVISION REV1 :1IIIN - .25 DATE 12.08.00 12.08.00 SUBTITLE TITLE MECHANICAL MASTER MDL RELOCATION BUILDING 9-101 COL. N–S/15-19 ROOF PLAN - HVAC AND PIPING . PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. LEGEND: VTR CHWS CHWR — —I><1-- —101— GENERAL NOTES: CONT. DN ON M2M31 CONT. ON RFM30 CONSTRUCTION NOTES: INSTALL NEW 12" CHILLED WATER PIPE (WELDED). INSTALL NEW P I PE SUPPORT BRACING W I T H ROLLERS (SEE STRUCT, DWG 9/S572 & MECH. DWG. 3/M536) SPACED I 0 ' OR 20' 0 C ( TYP ) CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH E X I S T I N G ROOF STRUCTURE . INSTALL NEW 6"CHWS/R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION. INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS (SEE STRUCT. DWG 10/S572 AND MECH. DWG 4/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS W I TH E X I S T I N G ROOF STRUCTURE. PROVIDE NEW PRESSURE TRANSMITTER AND CONNECT TO ROBERT SHAW/INVENSYS PANEL AT RTUN14A. SEE CONTROLS SPECIFICATIONS FOR ADDITIONAL INFORMATION. ROOF KEY PLAN VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN/CLOSED LIFT CHECK VALVE PIPE REDUCER CURRENT REVISION SYMBOL AFFIFF 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SHEET RFM31 JOB NO. D.C. DWG NO. 9-101–RFM31 RECEIVED JAN ?1 Z009 PERMIT CENTER DATE 01.07.09 M9 COMP NO. / �~\/ T T T T / `` / T T / 1M60 1M61 1M62 1M63 1M64 1M65 _+ _-( __-( ~~_� `~_� ---< 1M66 1M67 1M68 1N69 1M70 1M71 1M72 1M75 1M74 1M75 1M76 1M77 1M78 1M79 1M80 1M81 1M82 1M83 U 1M84 1M85 1M86 1W07 1M88 1M89 U 1M90 1M91 1M92 1�8J HO 1M95 1M86 < SYM A B CHILLED WATER UPGRADE REVISION DCA-9-08-021 CHILLED WATER UPGRADE ADDENDUM #1 DCA-9-08-021 CHILLED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 BY COFFMAN COFFMAN COFFMAN APPROVED E. OJALA E. OJALA E. OJALA DATE 10.22.08 11.17.08 01.07.09 SYM REVISION BY APPROVED DATE GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP •SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION, AS AMENDED BY THE CITY OF TUKWILA, WA. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. A FIELD SURVEY SHALL BE CONDUCTED BY THE CONTRACTOR TO ESTABLISH LOCATION OF ALL EXISTING STRUCTURE, IN ORDER TO COORDINATE NEW WORK AND REQUIRED DEMOLITION. 3. IF ANY ERRORS OR OMISSIONS APPEAR IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK. 4. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. 5. ALL STRUCTURAL SYSTEMS THAT ARE TO BE COMPOSED OF MANUFACTURED COMPONENTS TO BE FIELD ERECTED SHALL BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR USE AND SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 6. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED POINT OR MEMBERS. 7 SEE ARCHITECTURAL AND EXISTING DRAWINGS, PROJECT SPECIFICATIONS FOR THE FOLLOWING: A. SIZE AND LOCATION OF DEPRESSED AREAS, CHANGES IN ELEVATION, FLOOR AND ROOF DRAINS, SLOPES, CONCRETE CURBS, LEDGES, PADS AND ISLANDS, CHAMFERS, GROOVES, INSERTS, ETC. B. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. C. EXTERIOR WALL SYSTEMS. 8. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC. 10. SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 11. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED riCVICIHILIJ rum CODE COMPLIANCE IN ACCORDANCE WITH THE PLANS. DESIGN CRITERIA LIVE LOADS ROOF ANCHORAGE 1. EXPANSION ANCHORS SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633, AND CONFORM WITH FS FF-S-325, GROUP II, TYPE 4, CLASS 1. 2. ADHESIVE ANCHORS SHALL CONSIST OF A-615 GR-60 REINFORCING BARS OR ALL-THREAD ANCHOR ROD, NUT, WASHER, DRILLED & EPDXY GROUTED WITH HILTI HIT HY-150 ADHESIVE, INSTALLED IN ACCORDANCE WITH ICC-ES REPORT ER-5193. THREADED ANCHOR RODS SHALL BE MANUFACTURED FROM A-36 MATERIAL, ZINC PLATED IN ACCORDANCE WITH ASTM B633, UON 3. ALL RELATED PRODUCTS, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE , WITH THE MANUFACTURER'S RECOMMENDATIONS, AND ALL APPLICABLE ICC-ES REPORT. 4. NOTATIONS ON DRAWINGS RELATING TO EXPANSION, SLEEVE, FLUSH, OR ADHESIVE ANCHORS AND OTHER CONNECTING DEVICES REFER TO CONNECTORS MANUFACTURED BY HILTI CORPORATION. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THAT THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND ARE REVIEWED BY THE STRUCTURAL ENGINEER. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. REVI DATE *.• ENGINEER CHECKED CHECKED APPROVED APPROVED 25 PSF APPROVE FEB 0 4 7nnq ______ City Of Tukwila BL ILD NG DIVISION NOV 30 2009 TITLE t* STRUCTURAL MASTER STRUCTURAL STEEL, MISC. METAL 1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE BASED ON THE LATEST EDITION AND SUPPLEMENTS OF THE AISC "STEEL CONSTRUCTION MANUAL 13TH EDITION. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. DEMOLITION TYPE OF MEMBER WIDE FLANGE SHAPES PLATES, SHAPES, ANGLES (UON) HOLLOW STRUCTURAL SECTIONS (SQUARE OR RECTANGLE) ANCHOR RODS (EMBEDDED IN CONCRETE) CONNECTION BOLTS SPECIAL INSPECTION GENERAL NOTES cs B s BUILDING 9-101 ASTM SPECIFICATION A992 A36 HOLLOW STRUCTURAL SECTIONS (ROUND) A53 (GRADE B) 35 KSI A500 (GRADE .B) 46 . KSI F1554 (UON) A325N (UON) 2. HEADED STEEL STUD CONNECTORS SHALL BE NELSON GRANULAR FLUX-FILLED HEADED ANCHOR STUDS OR AN APPROVED EQUAL AND BE MADE FROM COLD ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM SPECIFICATION A-108, GRADE 1015 OR 1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1. 3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION. 4. ALL WELDS SHALL BE PREQUALIFIED IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED. BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK. USE E70XX ELECTRODES. 5. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UNLESS OTHERWISE NOTED. 6. WELDING OF SHEET METAL AND LIGHT GAGE STUDS SHALL BE IN ACCORDANCE WITH AWS D1.3. 1. SPECIAL INSPECTION BY AN APPROVED TESTING/INSPECTION AGENCY, APPROVED BY THE ARCHITECT AND THE CHECKING AGENCY SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK. SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CONCRETE DESIGN: STRENGTHS GREATER THAN 2000 PSI, PLACING OF REINFORCING. STEEL WELDING: STRUCTURAL STEEL, REINFORCING STEEL, COLD FORMED STEEL, STEEL DECKING, SHEAR CONNECTORS, ANCHOR STUDS HIGH STRENGTH BOLTING, EXPANSION TYPE ANCHOR BOLTS/EPDXY ANCHOR BOLTS, STRUCTURAL .STEEL FABRICATION AND ERECTION 2. EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE CHECKING AGENCY FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 3. THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL TEST RESULTS. 1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO REDUCE SUCH DAMAGE TO A MINIMUM. 3. • ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST, FINISH OF EXPOSED STRUCTURE 1. ALL STEEL MEMBERS TO BE GALVANIZED. PROVIDE OWNER WITH PAINTED OPTION. 2. SANDBLAST AND RE-PAINT EXISTING BRIDGE STRUCTURE WHERE CORROSION IS EVIDENT, AND WHERE NEW WORK ATTACHES TO EXISTING, EQUIPMENT PAD 1. USE CONCRETE WITH Fc = 4000 PSI CONFORM TO ACI 318. D.0 CURRENT REVISION SHEET JOB NO. DWG NO. AF0FTIAN NG! Et R) 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 S2 SYMBOL Fy 50 KSI 36 KSI 9-101--S2 DATE COMP NO. 01.07.09 RECEIIIIEV JAN 21 2009 PERMIT CENTE P. N N) CHILLED WATER UPGRADE EXIST PRECAST WALL Z -101 BUILDING 5' —3" -EXIST PRECAST WALL 9 -101 BUILDING 1 - -- - te -- . , NI S57 EXISTING JOIST EXISTING C5, TYP 1 COORDINATE SPLICE TO CLEAR EXISTING CHANNEL / Li TRUSS PLA\ SCALE: 1 /2 " =1' -0" REVISION CHILLED WATER UPGRADE ADDENDUM # CHILLED WATER UPGRADE ADDENDUM # A\ D ELEVATIO\ DCA -9 -08 -021 DCA -9 -08 -021 DCA -9 -08 -021 BY COFFMAN COFFMAN COFFMAN EXISTING HSS5x5 APPROVED E. OJALA E. OJALA E. OJALA DATE 10.22.08 11.17.08 01.07.09 SYM REVISION �:..._,.,���- ..,�•�mm�. �..x�_:, ._��,�;, �.�., to— ry,-.au ;�.,:�.,��. -�: v:��.F nA �:.- ,- �ru,....,.E.�..x.�:��- .,. -.' .A JL2x2xY VERT 8c DIAG WEB TYP UON —0" BY APPROVED DATE CONTRACTOR NOTE: DO NOT MOVE, DAMAGE OR DISTURB EXISTING CONDUITS. TYP I PLA\ 60' -7" FIELD VERIFY (17) SPCS © 3' -0" = 51' -0" HSS4x6xY2 LSH TOP CHORD SEE DRAWING AO FOR LOCATION HSS3%x3%x4 BOT CHORD IrM" ® L2x2xYq. BRACING REQUIRED, FIELD VERIFY AND INSTALL WHERE MISSING EXISTING C5 TYP ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. / / - A \ YA Tf 5 — S571 DATE COORDINATE SPLICE TO CLEAR EXISTING CHANNEL — \i DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED NEW TRUSS IS TO BE FULLY GALVANIZED DATE NEW TRUSS !f SUBTITLE TITLE NOV 3 0 2009 STRUCTURAL MASTER S571 S571 REVISI1IN. • waylav rum CODE COMPLIANCE PPROVE FEB 0 4 Mg City Of Tukwila BUILDING DIVISION M a 8 TRUSS PLAN AND ELEVATION BUILDING 9 -101 EXIST PRECAST WALL 4, -4" EXIST PRECAST WALL —\ D.0 SHEET JOB NO. DWG NO. AFOFFMAN 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL B S570 9- 101 —S570 1 RECEIVED JAN 21 2009 PERMIT CENTER DATE S570 COMP NO. r . 01.07.09 SYM . BY APPROVED I H REVISION i APPROVED DATE gi .' ® - CHILLED WATER UPGRADE DCA -9 -08 -021 COFFMAN E. OJALA . 10.22.08 A CHILLED WATER UPGRADE ADDENDUM # DCA -9 -08 -021 COFFMAN E. OJALA 11.17.08 B CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 110111 E. OJALA 01.07.09 — — j,,. �� 2)2) N CN , 11%. 1 -� L "t /4 WP SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE gi .' ® - CHILLED WATER UPGRADE DCA -9 -08 -021 COFFMAN E. OJALA . 10.22.08 A CHILLED WATER UPGRADE ADDENDUM # DCA -9 -08 -021 COFFMAN E. OJALA 11.17.08 B CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 COFFMAN E. OJALA 01.07.09 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE TRUSS DETAILS TITLE STRUCTURAL MASTER BUILDING 9 -101 D.C. CURRENT REVISION SHEET DWG NO. SYMBOL S571 JOB NO. 9- 101 -557 DATE 01.07.09. COMP NO. S573 cD S573 BOTH COL FIELD MEASURE " /6 TOP 2Y" %6 TYP 4 • 4 TRUSS CO\ SCALE: 1"=1'-0" TRLSS SPLIC SCALE: 1"=1'-0" EXIST PRECAST WALL 9-101 BUILDING 2 Y / S573 3 /6 \2/" \ DETAIL STIFF PL EXIST. HSS5x5 BEYOND 3" CO \\ J SECTION A —A EITAIL EXISTING CHANNEL PL %x6x0' -10" TYP UON HSS CHORD SEE 1/5570 MIN TYP S570 1 5570 LS571 HSS CHORD SEE 1/S570 (4) 3 /4"0 A325 BOLTS 4 S571 HSS4x6 TYP PLY2x5x13Y" TYP UON & BOT HSS3Y2x3Y TYP EXISTING CHANNEL TRJSS CO SCALE: 1 " =1' -0" W -B SPLIC SCALE: 1"=1'-0" \ DETAIL 0\ DITAIL HSS CHORD SEE 1/S570 HSS3Yx3Y2 TYP (4) %"0 A325 BOLTS FIELD INSTALL EXISTING L2x2 ( 17 ) S570 S571 SS4x6 TYP NOV 3,® 2009 EXISTING CHANNEL EXISTING L2x2 vl 8-- 2.5 L2x2 BRACING EXISTING JOIST HSS3Yx3Y2 TYP TRJSS S570 S571 SCALE: 1"=1'-0" SCALE: 1"=1'-0" EXISTING ANGLE WITH STIFFENERS. TRIM AND GRIND NOTCH TO ALLOW NEW TRUSS BEARING TRUSS SECTION HSS4x6 TYP SEAL I <WELD TYP CO \\ DETAIL 3 NEW TRUSS EXIST PRECAST WALL BUILDING END PLy, TYP ALL ENDS OF HSS EXIST HSS5x5 BEYOND 5' -6" �t da��d�u rUtK CODE COMPLIANCE APPROVE FEB 0 4 2009 City Of Tukwila ' J ILDING'DIVISION S570 4 . 4. a. 4 : 4 4 .4 5571 EXISTING CHANNEL S570 5571 AWMFIPELf%N 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 5 S57I S572 BOTH COL EXISTING JOIST ECEIVE0 JA ! 2 i 200 ��tHlwiT CENTER HSS6x4x LLV END PIA" THICK COL TO BM/ Y4. V HSS4.00x0.226 PIPE 4" STD A . H SS 8x 8xY" END PLY4" THICK COL TO PL/ Y4V HSS4.00x0.226 PIPE 4" STD 4 EXISTING TRUSS WEB, TYP HSS8x8xiq." END PLY4" THICK COL TO PL/ Y4V HSS4.00x0.226 PIPE 4" STD EXISTING BEAM WEB CL w Kf D C C w • • SCALE: 1/2" = 1 -0" CL r J O I LLID SCALE: 1/2" = w - w w w Y4" STIFF PL E2 W y" STIFF PL /PL TO % \BM `/s WAT o' PL TO \BM 10' -0" TYP Y STIFF PL /SEAL WELD 3 %6 V ROUND TO PIPE SLEEVE HSS INTO STD PIPE TYP CNTR ON ROOF BEAMS PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT f ^ C•� : ` a J D , A • , • A PLY2x8 "x0' -10" W/ (2) 3 /4"0 THREADED ROD W/ RE500 -SD ADHESIVE (8" EMBED, MIN) ILLID WAER PIPE SUPPORT SEAL WELD % ROUND TO PIPE C-LLi7, WATIR PIP SCALE: 1/2" = 1' -0" SEAL WELD 3 % ROUND TO PIPE 22' -6" MAX CNTR ON ROOF BEAMS PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT • r � SLPPORT PIPE SUPPORT PER MECH SEE 3/S573. FOR ALT SADDLE SUPPORT v 0 W N6 6' -0" X N PIPE SUPPORT CL FIELD • ADJUST 2' -0" MAX • D .A EXISTING PRECAST CONC, ROOF PANEL TYP BU ROOF BU ROOF Y 2. • COL TO PL/ SLEEVE HSS INTO STD PIPE TYP SLEEVE HSS INTO STD PIPE TYP ff COL \TO BM % � Y4 COL TO PL/ YV NEW CHILLED H2O PIPE /SEAL WELD 11 �IYP BU ROOF EXISTING ROOF BEAM PARALLEL WHERE OCCURS, TYP 1 AS572 CL NEW CHILLED1 H2O PIPE ( 1 S.572 NEW CHILLED H2O PIPE ( � 1 S572 Y 4 Y4 /COL Y4 V \ PL PL6x6x %" y SEAL WELD TYP PIPE SUPPORT PER MECH PL%4" THICK SEAL WELD \ II TYP EXISTING PRECAST CONC, ROOF PANEL TYP /COL \TO PL PIPE 4" STD HSS4x4xY4" END P" THICK L8x4x /s LLV PL/x5 "x12" W/ (2) Y2"0 TZ KWIK BOLT L8x4x%6 LLV SCALE: NONE COL . TO BM� Y4 HSS4.00x0.226 PIPE 4" STD A CHILLED WAT SCALE: 1 /2" = 1' -0" C CL ILL SCALE: NONE PLYx8 "x0' -10" W/ (2) %4" 0 THREADED ROD W/ RE500 —SD ADHESIVE (8" EMBED, MIN) 11 PLAN VIEW CL 10' -0" TYP CNTR ON ROOF BEAMS NEW CHILLED H2O PIPE IR PIPE SUPPORT EXISTING HSS5x5 COL � Y4 EACH / /4 SIDE PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT . . r HSS4x4xY4" PL A" THICK . • 2 HSS5x5xY4 EXISTING HSS5x5 COL HSS5x5xY 10' -0" TYP l • i •r •• 4 : t • .t , �4 • ELEVATION VIEW LAT -RAL BRACE SUPPORT n ` 15572 CNTR ON ROOF BEAMS PLY "x0' -10" W/ (2) 3 /" c THREADED ROD W/ RE500 —SD ADHESIVE (8" EMBED, MIN) J WATER PIPE SUPPORT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN C ECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE DETAILS TITLE STRUCTURAL MASTER BUILDING 9 -101 D.0 CURRENT REVISION SHEET JOB NO DWG NO. SYMBOL S572 9- 101 —S572 DATE 01.07.09 COMP NO. CL /3 SIDE �Y V \ TYP -!' . r L . • * • -• ".• r . 2 w.L r n•4. I .A r• K�• .2 • ` •,ter w � 1 � 1 —1S572 EXISTING SHEATHING CL BU ROOF EXISTING ROOF BEAM, TYP PIPE SUPPORT PER MECH L4x4xY4 3 /16 EXISTING PIPE SUPPORT W 0 NEW CHILLED H2O PIPE ELEVATION V EW A \\.LX SIDEWALL PIPE BRACI \G SCALE: 1 /2" = 1' -0" • EXISTING ROOF BEAM PARALLEL WHERE OCCURS, TYP L3x3x4 TYP � 1 — S572 NOTE: CONTRACTOR TO VERIFY ALL NEW PIPE SUPPORTS ARE CENTERED OVER EXISTING BEAMS. CONTRACTOR TO FIELD LOCATE EXISTING BEAMS. SEE SHEET M536 FOR ROOFING DETAILS COL TO BM SEAL WELD TYP BU ROOF REVI EXISTING WIND . PIPE CLAMP GIRT SEE MECH Y4 PLAN VIEW 4' — NOV 3,0 2009 PL /x6x6 W/ (2) Y2" SELF— TAPPING SCREWS PIPE PER MECH -H v) cc X _ C L4x4xY City Of Tukwila BUILDING DIVISION L4x4xY --�� 6 #4 © 12" OC EA WAY CTR IN SLAB RE 500 ADHESIVE #5 DOWEL W/ 3" EMBED, © EA CORNER TYP I'4�C!l1CUvIGkJ ruin CODS COMPLIANCE APPROVED FEB 04 MN S572 CL EQUIPMENT BASE OR LEG 5" ANCHOR BOLT EMBEDMENT DEPTH QUIPJ SCALE: NONE EXISTING SHEATHING PIPE SUPPORT PER MECH \4 I0I 11■ III • 4 E \T CO \ - r W NEW L3x3xY4 TYP 9 -101 SORT SCALE: 1 /2" = 1' -0" BEAM OR. TRUSS WHERE OCCURS M08 -.3.5 10' -0" TYP Q CHILLED WATER PIPE SUPPORT — scue NONE -T 4„ . •4 . a 4 4 - EXISTING PRECAST WALL 4' 4 .4 O 4 • 3 /4"0 ANCHOR BOLT OR EXPANSION BOLT WASHER C CL CONCRETE PAD OR CURB 12" EDGE DISTANCER / 1" ALL SIDES 4 W z O c.) 0 CO (0 U t 0 SIDEWALL PIP A \ICAL PAD PL / W/ (4) Y "o TZ KWIK BOLTS f PIPE PER MECH 1 as A PIPE ANCHOR PER MECH CNTR ON ROOF BEAMS SUPPORTS SEE OTHER DETAILS r •i 1 NEW CHILLED H2O PIPE S572 S573 0 J W SLEEVE HSS INTO STD PIPE TYP A\CHOR io - S572 �cNoFF��l� 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 FLOOR OR ROOF SLAB SPACE NEW FRAMES © 4' -0" OC VERT FULL HEIGHT OF WALL EXISTING OUTER FRAME TO REMAIN BRACT \G n 1 � 1 — S572 L572 RECEIVE JAN 21 20( I PERMIT CENT 4, u c c u c SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE . g li18.--- - CHILLED WATER UPGRADE DCA -9 -08 -021 COFFMAN E. OJALA 10.22.08 A CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 COFFMAN E. OJALA 11,.17.08 CHILLED WATER UPGRADE ADDENDUM #2 DCA -9 -08 -021 COFFMAN E. OJALA 01.07.09 HSS6x4x LLV END PIA" THICK COL TO BM/ Y4. V HSS4.00x0.226 PIPE 4" STD A . H SS 8x 8xY" END PLY4" THICK COL TO PL/ Y4V HSS4.00x0.226 PIPE 4" STD 4 EXISTING TRUSS WEB, TYP HSS8x8xiq." END PLY4" THICK COL TO PL/ Y4V HSS4.00x0.226 PIPE 4" STD EXISTING BEAM WEB CL w Kf D C C w • • SCALE: 1/2" = 1 -0" CL r J O I LLID SCALE: 1/2" = w - w w w Y4" STIFF PL E2 W y" STIFF PL /PL TO % \BM `/s WAT o' PL TO \BM 10' -0" TYP Y STIFF PL /SEAL WELD 3 %6 V ROUND TO PIPE SLEEVE HSS INTO STD PIPE TYP CNTR ON ROOF BEAMS PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT f ^ C•� : ` a J D , A • , • A PLY2x8 "x0' -10" W/ (2) 3 /4"0 THREADED ROD W/ RE500 -SD ADHESIVE (8" EMBED, MIN) ILLID WAER PIPE SUPPORT SEAL WELD % ROUND TO PIPE C-LLi7, WATIR PIP SCALE: 1/2" = 1' -0" SEAL WELD 3 % ROUND TO PIPE 22' -6" MAX CNTR ON ROOF BEAMS PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT • r � SLPPORT PIPE SUPPORT PER MECH SEE 3/S573. FOR ALT SADDLE SUPPORT v 0 W N6 6' -0" X N PIPE SUPPORT CL FIELD • ADJUST 2' -0" MAX • D .A EXISTING PRECAST CONC, ROOF PANEL TYP BU ROOF BU ROOF Y 2. • COL TO PL/ SLEEVE HSS INTO STD PIPE TYP SLEEVE HSS INTO STD PIPE TYP ff COL \TO BM % � Y4 COL TO PL/ YV NEW CHILLED H2O PIPE /SEAL WELD 11 �IYP BU ROOF EXISTING ROOF BEAM PARALLEL WHERE OCCURS, TYP 1 AS572 CL NEW CHILLED1 H2O PIPE ( 1 S.572 NEW CHILLED H2O PIPE ( � 1 S572 Y 4 Y4 /COL Y4 V \ PL PL6x6x %" y SEAL WELD TYP PIPE SUPPORT PER MECH PL%4" THICK SEAL WELD \ II TYP EXISTING PRECAST CONC, ROOF PANEL TYP /COL \TO PL PIPE 4" STD HSS4x4xY4" END P" THICK L8x4x /s LLV PL/x5 "x12" W/ (2) Y2"0 TZ KWIK BOLT L8x4x%6 LLV SCALE: NONE COL . TO BM� Y4 HSS4.00x0.226 PIPE 4" STD A CHILLED WAT SCALE: 1 /2" = 1' -0" C CL ILL SCALE: NONE PLYx8 "x0' -10" W/ (2) %4" 0 THREADED ROD W/ RE500 —SD ADHESIVE (8" EMBED, MIN) 11 PLAN VIEW CL 10' -0" TYP CNTR ON ROOF BEAMS NEW CHILLED H2O PIPE IR PIPE SUPPORT EXISTING HSS5x5 COL � Y4 EACH / /4 SIDE PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT . . r HSS4x4xY4" PL A" THICK . • 2 HSS5x5xY4 EXISTING HSS5x5 COL HSS5x5xY 10' -0" TYP l • i •r •• 4 : t • .t , �4 • ELEVATION VIEW LAT -RAL BRACE SUPPORT n ` 15572 CNTR ON ROOF BEAMS PLY "x0' -10" W/ (2) 3 /" c THREADED ROD W/ RE500 —SD ADHESIVE (8" EMBED, MIN) J WATER PIPE SUPPORT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN C ECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE DETAILS TITLE STRUCTURAL MASTER BUILDING 9 -101 D.0 CURRENT REVISION SHEET JOB NO DWG NO. SYMBOL S572 9- 101 —S572 DATE 01.07.09 COMP NO. CL /3 SIDE �Y V \ TYP -!' . r L . • * • -• ".• r . 2 w.L r n•4. I .A r• K�• .2 • ` •,ter w � 1 � 1 —1S572 EXISTING SHEATHING CL BU ROOF EXISTING ROOF BEAM, TYP PIPE SUPPORT PER MECH L4x4xY4 3 /16 EXISTING PIPE SUPPORT W 0 NEW CHILLED H2O PIPE ELEVATION V EW A \\.LX SIDEWALL PIPE BRACI \G SCALE: 1 /2" = 1' -0" • EXISTING ROOF BEAM PARALLEL WHERE OCCURS, TYP L3x3x4 TYP � 1 — S572 NOTE: CONTRACTOR TO VERIFY ALL NEW PIPE SUPPORTS ARE CENTERED OVER EXISTING BEAMS. CONTRACTOR TO FIELD LOCATE EXISTING BEAMS. SEE SHEET M536 FOR ROOFING DETAILS COL TO BM SEAL WELD TYP BU ROOF REVI EXISTING WIND . PIPE CLAMP GIRT SEE MECH Y4 PLAN VIEW 4' — NOV 3,0 2009 PL /x6x6 W/ (2) Y2" SELF— TAPPING SCREWS PIPE PER MECH -H v) cc X _ C L4x4xY City Of Tukwila BUILDING DIVISION L4x4xY --�� 6 #4 © 12" OC EA WAY CTR IN SLAB RE 500 ADHESIVE #5 DOWEL W/ 3" EMBED, © EA CORNER TYP I'4�C!l1CUvIGkJ ruin CODS COMPLIANCE APPROVED FEB 04 MN S572 CL EQUIPMENT BASE OR LEG 5" ANCHOR BOLT EMBEDMENT DEPTH QUIPJ SCALE: NONE EXISTING SHEATHING PIPE SUPPORT PER MECH \4 I0I 11■ III • 4 E \T CO \ - r W NEW L3x3xY4 TYP 9 -101 SORT SCALE: 1 /2" = 1' -0" BEAM OR. TRUSS WHERE OCCURS M08 -.3.5 10' -0" TYP Q CHILLED WATER PIPE SUPPORT — scue NONE -T 4„ . •4 . a 4 4 - EXISTING PRECAST WALL 4' 4 .4 O 4 • 3 /4"0 ANCHOR BOLT OR EXPANSION BOLT WASHER C CL CONCRETE PAD OR CURB 12" EDGE DISTANCER / 1" ALL SIDES 4 W z O c.) 0 CO (0 U t 0 SIDEWALL PIP A \ICAL PAD PL / W/ (4) Y "o TZ KWIK BOLTS f PIPE PER MECH 1 as A PIPE ANCHOR PER MECH CNTR ON ROOF BEAMS SUPPORTS SEE OTHER DETAILS r •i 1 NEW CHILLED H2O PIPE S572 S573 0 J W SLEEVE HSS INTO STD PIPE TYP A\CHOR io - S572 �cNoFF��l� 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 FLOOR OR ROOF SLAB SPACE NEW FRAMES © 4' -0" OC VERT FULL HEIGHT OF WALL EXISTING OUTER FRAME TO REMAIN BRACT \G n 1 � 1 — S572 L572 RECEIVE JAN 21 20( I PERMIT CENT 4, u c c u c SYM REVISION BY APPROVED DATE SYM • REVISION BY APPROVED DATE ® AMate ir . 1 A W e lm- ( - CHILLED WATER UPGRADE DCA-9-08-021 COFFMAN E. OJALA 10.22.08 A CHILLED WATER UPGRADE ADDENDUM #1 DCA-9-08-021 COFFMAN E. OJALA 11.17.08 B CHIL LED WATER UPGRADE ADDENDUM #2 DCA-9-08-021 COFFMAN E. OJALA 01.07.09 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE DETAILS TITLE STRUCTURAL MASTER BUILDING 9-101 D.C. CURRENT REVISION SYMBOL SHEET S573 JOB NO. DATE 01.07.09 COMP NO. DWG NO. 9-101-5573 EXISTING PRECAST WALL SEAL WELD ROUND TO PIPE TRUSS CO\ SCALE: NO SCALE TRUSS A\GLE CO\\ SCALE: 1 1/2" = 1'-0" HSS6x4x3/4. LSV HSS4.00x0.226 346 PIPE 4" STD TRUSS CHORD 4 • HSS6x4 ILL SCALE: NO SCALE SLEEVE HSS INTO STD PIPE TV WAT Y4 V 3 /4"0 THREADED STUD Y4 EXISTING CHANNEL ETAIL EXISTING HSS5x5 'JAIL E\LARGE L2x2 HSS6x4x4 LSV STUD TO HSS Q v L2x2 E\T - SUPPORT LAT TRUSS TOP CHORD SEE PLAN I/ y S57 ., S573 16 I SEE 8/S572 OR 10/S572 FOR SUPPORT CONDITIONS, PIPE AND WELD SIZES S571 S573 4 H2O r NEW CHILLED PIPE I-IRAL BRACE S5725573 TYP 3 y4 STIFF PL HSS6x4xY4 LSV • 4 . 4 4 •• • • . • 4 .• • 4'. • SCALE: NO SCALE 4 V 4 c TRUSS CO\ L4x3x LLV SUPPORT PER SLOT IN TRUSS CHORD DETAIL ENLARGEV 1) TRUSS TOP CHORD CHILLED WATER PIPE SADDLE SUPPORT SCALE: 1 1/2" = 1'- PIPE ROLLER PER MECH HSS PER DETAIL HSS4.00x0.226 S 5 7 2 Y4 I/ PIPE 4" STD TRUSS CHORD S I M 346 SLEEVE HSS INTO STD PIPE TYP NOTE: GREASE CONNECTION DO NOT OVERTIGHTEN 0 NUTS. CONNECTION MUST BE FREE TO MOVE. SEAL WELD ROUND TO PIPE 10'-0" HSS PER DETAIL CHILLED WATER PIPE HSS8x8xY4 HSS4.00x0.226 Y4" STIFF PL TYP - S573 S571 S573 20' 0" FIELD VERIFY IC SCALE: NO SCALE ALTERNATE SADDLE PIPE SUPPORT HSS BEAM PIPE SADDLE SEE MECH S 5 7 2 HSS6x4 LSV BEYOND HSS4.00x0.226 346 AT A\\ (N) L4x4x W/ (2) 3 /4"� EXP BOLTS x 4" EMBED EX 20' CHILLED WATER PIPE SAD SCALE: 1 1/2" = l'-O" COLJV\ CO\RECTI SCALE: 1 1/2" = 1' -0 NEW CHILLED H20 PIPE SPA\ NEW CHILLED H20 PIPE L EXISTING COL C\0 DETAIL HSS8x8xY4. 8 - S573 SUPPORT (-3- S572 S573 EXISTING PRECAST CONC WALL S571 S573 HSS6x4 LSV BEYOND BUILT UP ROOF 20'-0" FIELD VERIFY SEE MECH FOR SADDLE 10'-0" HSS4.00x0.226 ; : . NOV 2004 • 3 46 REVISI M08-- 2.50 rtztammu rue, CODE COMPLIANCE PPROVE FEB 04 200.9 JADING DIVISION NOTE: CONTRACTOR TO VERIFY ALL NEW PIPE SUPPORTS ARE CENTERED OVER EXISTING BEAMS. CONTRACTOR TO FIELD LOCATE EXISTING BEAMS. SEE SHEET M536 FOR ROOFING DETAILS END PLY4" \ THICK TYP 3/ AFORMAN NGI.EERS 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101-1625 206 623 0717 Fax 206 624 3775 PIPE ROLLER PER MECH X SEAL < WELD TYP RECEIVED JAN 21 2009 PERMIT CENTER c 0 c <• 17. I DATE • • • • • • • .••••••■•••■•■-.. • • • • • • • • • • • • • • • • (at ci p/& • 13 Co Pia. zit , 6 I REVISION • / BY • CHICDO APPR. DATE mar 7 a) 40'.-0 =280-0 ot Ix c. PI a r3 P/ cat 0 eJ R E S I 0 N NE 4,13-910 4 eo k2 MI 4 -4) J ISSUED FOR, AS But ur • ug, • Di01 ES 5‘ • - ,eDDrt> e/rA Al•■•■•■•■•■•• ( 11 2. a`l • • a bl 0 0 1 ▪ C/1 P/ PI a a 4 c# \o C18 ck P ip is BY s CHIco APPR. EN DATE sJ c d Pia, o a 0 5 ix cf. (.1 P2atz v a c P2 at. eti 12 a t o( CI REVISION 3g7 P2 P2 P2 P2 1 jr;../, :91/0 ..ff • !Co. g t • e • - i • • • MI '14 c1-9‘00 g -ADD cot. C47 'TA iR id C Oi NMI P ADD COL5 C35 THIN C.44 to • • g-C)-51.• F-gevtstoNC.TE P O. P'24.12 o c; (.C' a iNN "Q. kti P 2=0 Expansion 39 '- 4 4 ec ( )..t Pt P2. 1 • EHs• 1131 - ,40 • J".tii. • • V,,'4E. • • ' '. • (V T C1 0 a 61 A rt (2) - c., 2 ca..e. PJ o. air • BY is CHKD APPR. tgigssig 6 C- ADD COL, C31,C32.,C.33 CB4 •papc,/ 1■1 6.-8-76• 5- ADD COL C29 e C30 fllL • 5 200 4 P 'Etc, D c, P/ a. ("` P/ a_ J3 1 kt ;1. APPROVED BY ti a CI 11111011Mr PI a, a • a GI • DATE • 1-2iY-i6- ci 0 •0 a C" t( ta • G p/Q. c ,bi Pi c2., • O 5. ()c a. - a ct 6 D C1) a L -50 a P 1 a i\J P / c/ • fat c ' 0 g CO' ti Na7 - /41/ pool(' 6cai 41-a• p/ w,/ c 5 s MC/WI SO /774 t-,eca! 5,'- Pict, Pg'44 k ,&"/175 it; /e Piac2 7 oui at' e/c19., ENGINEERS SEATTLE DATE -rcpY CHECKED , DATE .41■11 • • o 2009 VI AUSTIN ASSOCIATES SCALE TITLE OF DRAWING NAME OF OWNER LOCATION OF JOB • r /11 • I. . /0. 25 250% R.o0 7 c...7t7-) Give Load Roai' ( /0,0 ( i0.0' /0,0' /0.‘3 C•4an Load j, Ai...0 0 40 - ,S/J1 Le /0,0 2Goi It //,C)"' Eoe./ afrcicr Livc 4/2..4."--2/APS" .0 2 A dei 1 016.0VCS Azac.///19-. mormal 57 ■ _. are /101 1 Ciecchzd vbove gishry0/4: tropne-rr.v, i2 e'REA/ce Aicm ber • ci, c3, C4 C5, CG El, Z2 A3 P/, P2 CIG-Clq Ind C :0 C26 /Pc/. OR AW /MI5 elverl Ale /01- c 3 /0/ C/ /a/. C/2 /0/. C/4 /ol-CG 101- C7 Go :.c." /0.0 /et: c, RECEIVED JAN 21 2009 PERMIT CENTEF ROOF FRAMING PLAN BOEING AIRPLANE COMPANY o i� . APPRAVED FEB 04 20I19 CONTRACT •6130 DEVELOPMENTAL CENTER SEATTLE i01 : dititORPLIACE City Of Tukwila UILDING DIVISION Mernbe.r Shee.4 c.31-C34. C44. c4 ro/- c9 C 35 - ! . 0 C43 1%4, C4 C54 IcL. /0/-C15 C44 4 C-55 4 CS8 Ihcl, 101- C/6 V.% " R ) .0 .41 (11 /Ai fi- G aming /5 de d e/ dead /oad p/os /oaci oi 25 /a6s/e9,,r/ &0440 Gee al:ove loaci/49 c. PA c. t, N =ea v "ro •24.c.t) Pvr% oto.6.1... ot.-2C..k.E. R.c.oc' Feta. - 101 - 14zUE-rolz.A‘....tiP6. , P,AIDe., 4.2- 4 . 114. GeniekAe. A/ore6 / 1. Co/.7c ho// have Me ii Oh/Pile/a C S.S" / </e. Stren9v% a/ 28 clays Y...Pkss other wise, naidoi L /94fW/5'ht Co c. - 4 0oo asis9. Pra CIO 5/ Cat7CPent Poo/Peg<5/ - 7 6000 / 2. A/I re/;71Grcin9 $7eac/ (57 show') 9/14// be Aie,r. AIL/red /) //cacce coacroM 3000 f„ /;?, mcreii, gracia 5/e/ da•for,r9ed 4acco-donc ca° 44// 57/4 5'pecil'ic.7M:sn 305. "al/0144/19 wor&ng 97‘i-oe a,-o. 41d' 7,,ons. s - 7 2. 20, o 0.0 • / Nigh / 0,7514 57‘ce/ $/wl/ s 5he in spee.:/ca - Cornppesuor; IS= /6,000 s /f/e.drnZerc 13 - 5pli in reinforcing '/ where ecple eed 81u ;4 /6P 41 hci/ h /015 7 /22 4 Corici-cle cover- of 7Ge--ch-;9 vte2/, kehciln? 4/7e1 de/ailing 6/7a// 6e in accordance w)M 4C; Coao 195/ utiles9 otiherwi'se mo7 4--For roof s/o6 24/9 .lePl-C21, C2 Co/ no/ o are. poured ploce see /a/- C 3.3 C 30 BLDG. NO. 9 DRAWING R■ ISSUE E.X.ISTI 044 60 LUMP* • 0 •■•■••■•■••■■••••••• DATE • REVISION - 0 • =ipls: onstamansamms.wAs. Tye. PURLIMS 10 33 15 If. 110■ e Cta.... ROWS D To 5 INCL. TLi 0 © s■t 40 '6 IS t 0 ROOF FRAM I N6 PLAN - (Do LIVIE LoA.so T' TT^ TT `. . DOTTED t1.13,1c4TCS s'eAND *AIL BOO. e • • • Tyr. Hosts*. sosAcie.1,4 1 1 1 4. FROM .ro to U.N. 7T-2. TT-3 .10.111. TS.I• '3 0 T' BY • CHM) • ARP R. 111111 DATE • aT-7 • • 0 , 3 TT- 3 0 2.5 rsc) •yp, HoRm. 2.*/keso.a4s• L F b ro 5 t‘l Ist i (TYPICAL. U. I 143 I Id I 4 • 4 I- IF IL I4 Lt . •• i • . ., 20 2.0- 0 20'..0 , . I sT 54g to.5. SIa.vi. .../aimamIMMOMM/0 0 ••••••••••••••,•••■•• Tyr. PUL4Nb • 10 it>15 * 10Y.F2.1, e - ii ;9 ; .i i _ j TT-4 ty, IT-3 TT-2 REVISION 0 TOP CHORD c.) - - / 0 It \- 1 _1 4 S T- TT 5 av 0 t I '• • 0 ROOF FRAMING PLAN - BOTTOM. CHORD • • • ztrj \ 0 o 7 7 \ 1 \\ • /t-01 : TE ctu - - 4M - - F I 1 " JT-2 7T-3 / - r P464• 7"="1 - 1it • 71r"" s.t (- No* Ix. v L Is; • -TYP. veitt ZRA.0 N6 S \., L EvAT IeP •o.P OF STEEL + 9 (t-1. /•-.1) -10 IM I c.o..TES g +781311 CHKD M APPR. EN DATE gi 0 fr 0 Ot sat '6 atkys € 40°- z4e- 0 ST-2. I TT-3 3T-2. •••-• REVISION FoR GIRT TIES ROW E T02, :SEK SW: A 1 7%•`. TT-2 il l TT-3 el 0 STSVF105 l's(Plc.AL") STRUT- c ® ® I 1T-3* 1 T e,m/sacaos* • el 0 7 Tr-R. 0 • • • 0 0 TTE0 INDICATES cot.;; Cur ,DFF e5eLow •TOP C140110 • (ToP 010o0 PLAN Ofit.Y1 7T-2- 111..TT-3 BY g CHICO IIII Amt. e • • IN to so a • • • so WI to so so • • • • NM - a * 6$ • - _ • • so NI • to so • • • gg ...04.1 1 7 5 . "fruk itairroffsgesaffammansargis , Ilk ., . Ay, 1. • . - . eteallaNIMEN T (.4 OTTER • 11.o•c.A..-yrs sArsNst• •coLumovS (tor cvsoarl PLAN • / 1 1 1 7777 SEE Asa.coeis 12E-ANVINEIS PoR. SECTioHS. ROOF CID 4E 4mo...env 61 *wreath 6 *. GMT FIR.AI■AING, T- Jr- (o (.1 1- • ".." t sEr EL.E •-s t '5 -S s -4. . FOR CRANE RAIL. LocAriONS. se DWG. 5 FOR zwoie Adeotrie DETAILS E.A.SL.AP;.GEO PLAN FoFe Tles -s.e.e. ssv..te.a s(-4 4 A - APPROVED BY , DATE \ SEE ri.'1.1t..A1E44100 1 'PLAN FOR HoRrr..• Roc, .E.R.P.c.ii•46. •6. I • AUSTIN ASSOCIATES PROCESS DIVISION DRAWN BY -C y i4 f gript i DATE3,-3.-1 SCALE 32- NOV 3 0 2009 REVISI mo8--25(0 BUILDING 9-101 ANNEX ALTERATIONS THE BOEING COMPANY. DEVELOPMENTAL CENTER SEATTLE, WA. idl 3 5:4) - e, 5A4 ROD 4 -•• ett' 13 chsy RoD SY PLAN 4.T HOR I Z. 'ROD SRAC I hsl BST '/N. Sex 4r K ^ t) ir 4. si4OP *LIST s I S •&& soissE tOvF2.1 mcyinvcu rUK CODE COMPLIANCE APPROVED FEB 04 70119 City Of Tukwila BUILDING DIVISION srcors- HoTIES t Foe. C 24-7,44 e.e. \Nest- . Co 1. ALL STRucTuRAL. STEEL. SHALL. i.E IP4 A.ctoRDAHCE seisT•4 THE LATEST AST M SrEc. A- 3 (e• z. MAIN co1•4 NEC:I „SHALL E /4. -Il 5TREP4016T14 AST M - A. 4 4-50 EDe1-Ts 1.-4O• E-0 CA-4 G1e-.445- 3 " , 3. SEcos.roARy oo..s S 210C ST C0. 14.01ACI•41 •••■ 4: SHOP cowsKIEcTle...ais SHALL 2SE: Sos-TELs vvEL.11>ET,,, rba wet.o. S. ALL zsgetkc 1 P4 5 Hot:WE A MA I /%1 kot OF R. 3Los..T. Ces0404EcTicso4 6.11.11.-ESS 01 PAIss4T" 1tat ONE CO/AT o•P' IHNIEIAdrivE PA, w.131 : „zEiTe2 Va" VERT/CAL .5 WAY BROKE 4.3 x3 XI 4- i4/ HER MARKED LoAct•IP461 Fort. LiVE. LOADS, MANE LOAD AND WIMP SZE r,,7skte.r. C '1 . RECEIVED JAN 21 2009 • PERMIT CENTEI THE AUSTIN e:S COMPANY • DIESIONOCIRS • ENGINNIMI • 'BUILDERS Taltr.F. ROOF STRUCTURAL FRAMING PLAN =7 BOEING COMPANY AEROSPACE DIVISION OI DEVELDPMENT CENTER SEATTLE. WASHINGTON DRAWING CONTRACT S-1 P \ • ,..• 1/ • te'r • AVM 1111 ISSUE 1•1111111I•1 I 0 1 I - LI 2 ?.w W OrS Y SYM Irsma waraull lasmaussom 22.5 22 .75 22 0 0 EXI 51 9-101 ANNEX T0,5 EL. 41'- 1" 00 0000 4075 R EV, 7/83 ,_ts (n HANDRAIL tn 1 Q .) i O r eA 2 1_ 6 11 1=3 8 4 ' J LADDER TOP OF 'GRA 3 /4.'' GR T I N (3/4' X 3 1 SEARING 6 AR@ 13 ilo ADDED VACUUM PUMP PADS OPNC1 15 - .0 5-22. Co'- 5 P.6 15' 1 Act WM 11 EXIST, 1-101 ANNEX (WO N2 82 -5278) r11_6�211 4 SPACESS@ 61, 3"= 25 5-11-66 1 0" n H SKPGI , PAX W7 *4 r' @12' EW, DOWEL TO co SLAB V17* 4 % J 10 @CORNERS LEAVE 51A8 ROUGH UNDER FAO S21 SCALE :I /2 =1' -0' in m es c9T1 REVISION SECT I ON NOTES . 1, TOP OF 5TEE L (T0,5.) EL. 25-10V THIS PLAN UNO SECOND FLOOR FRAMING PLAN SCALE:: 1 /8j 1 - -U" p - IQ) KEMOVAFSLE L / / WALL PANEL (EXIST.) 5 SPACES Co G G" = 32 -Co" or 0029 n POOF 'rce1. X2 6" LEI 8 -7 8 -6 a 'I PA � . 5 -21 5 - 21 BY B 4" GONG. SLAB W7 1 LAYER GxG -W1,4 x W 1.4 W.W,P. ON -22 GA COMfWOSITE PA1) F LOOR DECK • 1 1 Id 11 1=L. X3 - 'I' 1 = r �tV To5EL.41 - -1 APPROVED 4--1K-52.4 K G' 0 (0 4. ' BLaCI. ° i - 101 EAST ANNEX ADDITION DATE SEE DETAIL I,25 0 v4 1- I'-2!' 6 1_ ® 1I 2 r .... r• 5ECTION.J 5GALt : i /2' fLo --- C 8x 11.5 GONT G5x 11.5 @ 4 STI 11? ,G, 2x 2s .e 1 '4 F'T5 WT61413 l /4. pTJ. SAG RD D 2 691 - 0 0 cv BlJ'E //VG FACILITIES DEPARTMENT TO.5. EL 41' -q2`' 1% -20 GA MTL, OK, TYPE 13, ALV, G -90 S -22 T.0,5 1. t 41' -1" 1 5-21 TO.S. E 1.. . EL. 4- l'L \\ NOTE: COORDINATE CO9UI '.l(oIZ-r D1MEN510N5 WITH MECH. CMGS TO,S, EL, 41' -j TO,S, EL, 4 W-cite T0.5.EL.41 1� 120 1540 . B -17 ., 5ECTJON 5LALE : 1/ .1 P. 6O 1 lo' cc) [-J AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ■ SEATTLE, WA.. 98124 EX151; ° I-IOI ANNEX TO,S,EL. . B -18 1 4 • C am) 8 -22 c� ye vi 15'- 0 B -22 6 -17 Co 51'ACl 7 6!) (, L ,, _ e A A 4111 AI ele da AL la a C8.11,5 CONT. . Cex11.5 @4'- 0 " O,C, TOP CHORD EXTEN51ON 1 r ';tn n AIL 0 D 21 23 R) ( R.25 1 01- NOV 3,0 ZOO 11 WO TQS L. ; 0 T H , T05, EL, TO,S. EL, TOS ^ FI., 41' -2" r4I'4,�'• APPROVED BY N 82 -5278) 1.0.5. El TO.S. EL /40 Io1' 1�1 !D TOS. EL. 4I' -4: ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 16 APPROVED DEPT. 2i' N & IG' 1 Al 6t (A )) I°L.G (MIN) B -i7 5 SPACE @ Cc, - G "- 32 e,'' ROOF FRAMING PLAN SCALE: v 1L011 DATE DRAWN BY K L M CHECKED ENGR. 32' - �, "' E3 -1I 13 -13 B -11 APPROVED APPROVED _ CHECKED rf<A 1 A. 41 5Z f 53 ' DATE 5 -21 •- 5,0,5 El- , • 4 4.444 nl T.05. E L. 'i" 70 5, 411.111 i 1 SECTION 5C-At. E. I / ILO" - 5-21 SUBTITLE K \TO.5. EL. 41 B 5 -21 T0.5. EL. fJ '1 fI'� -fl �LB>/ - I 1 -cp NDA-1, k frr - 12/KLJ1 -1 BECTON @ SUPPORT BLDG, PLATFORM J 5Cf\L. • , 1 /' -. 11 -O" 22.3 1 TO,S, EL, T.0,5. EL: 21 34 ,1 1'IEw S�Xt2,•q► w,' LJ R... • (U fc..N ISHet7 Ho ls`T -; mou.e.Y, SSE FUf<. NO'P'.G, SECTION e SUF 'ORT 5LDG, 5c .A1 c : 1/2'. 1.-0" B LPG, '1-101 EA5T ANNEX ADP I T oN REFERENCE ,DINGS: 6-1 GENER NOTES � STEEL SCHEDULE SUPPORT B BLDG. 9 -101 EAST ANNEX ADDI 2 HAND RAIL I I; 1/45( 4''CoK117 KICK IL 3 4 1 GRAT.I.NG CS / 1 / 4 !'x 4" CANT KICK ft. GRAT ING wio 2 1 011 *4 GI2'O,C. TYP. -. 5 0 \ t.1�.: I I c�11 4 "G0NG, SLAB ON i!2" MTL. DK --� L4 x4 .P4 CON'1' TAB. .L.23'- Io'z FLOOR 6M , 15M 2 1 O n GRID J FROM it t3M 22, B-234 R,25 22.3 Co @22.9 134 @ 22,05 SIDING, ' (SES ARCH) SECTION SCALE ; Ij = - 1' - 0" THE AUSTIN COMPANY Gn 1 °NF • ENC 1 PEERS, • el-11 LDER: L)G. - '1 NU FLK I UUr STRUCTURAL MASTER DC SHEET JOB NO. DWG NO. PLAT ORM .. 34" CLR. Ltu►dtu rr, CODE COMPLIAN APPROVED r ,. ' '1H114 City Of Tukwila BUILDING DIVISION SECTION @FLOOR BM. 51M 5-21 1 5 -21 1.1 RECEIVED JAN 212009 PERMIT CENTER F -21 5 -21 w.,. M. 135 -5353 LAST REVISION ISYMBOL I DATE OF O 1_ VICINITY MAP BRIDGE WORK, SEE STRUCTURAL DWG. S570 PROJECT WORK LOCATION OXBOW PARKING LOT DEVELOPMENTAL CENTER SYM DC REVISION RELOCATE BXT71 GROUP 586464 -00 9 -120 LIGHTING UPGRADE 577587 -00 DC SITE CHILLED WATER CONSOLIDATION DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 BY TWH ESBROOK COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA DATE 08.04.08 08.13.08 10.22.08 11.17.08 SYM THE SUPPORT SE R SITE CHILLED WA BOEING DEVELQ 9725 EAST MARG TUKWILA, WAS TYPE OF APPLICATION: N❑1 ' ALTERA❑DN AD PROJECT DESCRIPTION: INSTALL APPROXIMATELY "3000" LINEAR FEET OF CHILLED W SUPPLY AND RETURN PIPING FROM THE 9 -50 BUILDING ACR THE 9 -101 ROOF TO THE 9 -101 ANNEX MECHANICAL ROOM CODES: 2006 INTERNATIONAL BUILDING CODE & WAC 51-50 2006 INTERNATIONAL MECHANICAL CODE & WAC 51 - 2006 INTERNATIONAL FIRE CODE & WAC 51 -54 2006 UNIFORM PLUMBING CODE & WAC 51 -56 2006 UNIFORM PLUMBING CODE AMENDMENTS A, B & I & 2005 NATIONAL ELECTRIC CODE, AMENDMENTS A, B & C 2006 WASHINGTON STATE ENERGY CODE WAC 51-1 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER. THE BOEING CO. BOEINC * BOEING PROJECT ENGINEER. RALPH SQUIRES BOEING CONTACT: RALPH SQUIRES FAX NUMBER 206 -655 -7492 E -MAIL' ralph.w.squires @boeinq.com OCCUPANCY GROUP GROUP B & GROUP F — BUSINES CONSTRUCTION TYPE TYPE II —B ZONING:ALLOWABLE AREA INCREASE' SPRINKLERED & 60' SET OCCUPANT LOAD: (ALLOWABLE) NO CHANGE FLOOR AR (TABLE 10 —A) OFFICES OCC. BLDG GR STORAGF OCC TUNNEL LABORATORY OCC FIRST F CANOPY OCC 1ST FLR OTHER OCC 2ND FLO 2ND FLO PROJECT BUILDING HEIGHT: (ACTUAI FT STORIES: 2 MEZZANINE ? FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NFP SEPARATION' EXTERIOR WALL (NON — BEARING) EXTTERIOR WALL (BEARING) INTERIOR WALL (NON- BEARINW INTERIOR WALL (BEARING) DEMOUNTABLE PARTITIONS STRUCTURAL FRAMF FLOOR /CEILINGS ROOF CONSTRUCTION SEISMIC DESIGN: ZONE D DESIGN LOADS: (CHAPTER 1.6) ROOF: LIVE (SNOW) FLOOR: OFFICF MECH /STOR STAIRS CONCENTRATED: WIND: EXPOSURF 80 MPH, EXPOSURE C REVISION BY APPROVED PHONE' (YES) ❑ ( DATE CODE SUMMARY TER OSS COMPANY .VICES GROUP TER CONSOLIDATION FILE, n'r Permit Na ' MENTAL CENTER INAL WAY SOUTH HINGTON 98108 ❑I r 1 ON TENANT IMPR WAC 51 -57 & WAC 296 -46B -010 294ML(0V2009) 206 - 947 -4706 S & MANUFACTURING —BACK (NO CHANGES) EA: (ACTUAL) NO CHANGE 1,089,878 SF SQ FT 50,910 SF SQ FT LOOR 713,829 SF SQ FT MEZZ 28,401 SF SQ FT OR 296,460 SF SQ FT OR MEZZ 278 SF SQ FT AREAIST FLR 30,000 SFSQ FT OSS NO) SQ FT 28,679 SF (YES) ❑ (NO) HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING HOUR RATING (PSF) (PSF) (PSF) (PSF) MENT p itWAFFAr.G' S1 S -21 DRAWING NUMBER 09 101 AO NOV 56 z DRAWING NUMBER 09- 101 -S2 09- 101 —S570 09- 101 —S571 09- 101 —S572 09- 101 —S573 101 —C1 DRAWING INDEX ARCHITECTURAL - CIVIL APPROVED BY REV D , " 4 .1.. /1 REV A A A ACCEPTAB LITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED STRUCTURAL DEPT. TITLE SHEET INCLUDING '!INDEX SEPARATE PERMIT REQUIRED FOR: GENERAL NOTES TRUSS PLAN AND ELEVATION TRUSS DETAILS DETAILS DETAILS REFERENCE ONLY DRAWINGS ROOF FRAMING PLAN ROOF STRUCTURAL FRAMING PLAN SUPPORT BLDG — 2ND FLR & ROOF DATE REVISIONS No changes shall be made to the scope U f work w i th out prior app of Tukwila Rnilriing Division. NOTE: Revisions will require a new plan submittal and may include additional plan review tees. ��tll ebhanical t1Li t_I n ;rat If Plumbing 5 Gas Piping Plar review approval is subject to errors end omissions. Approval of onstruction documents does not authorize the violets off =' y adopted code or ordinance. Receipt o+ approv = ! - ; co ditions is acknowleducd: of B /6; DRAWING DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED City of Ttihrig1a E : ILDiNG D f Sa TITLE DRAWING TITLE DATE TITLE SUBTITLE PERMIT MASTER PROJECT TITLE: DC SITE CHILLED WATER CONSOLIDATION JOB NUMBER: DCA -9 -08 -021 QUANTITY SUBMITTED: 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT IMPROVEMENT ❑ 4 SETS: TENANT IMPROVEMENT (NON— STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION /SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: ❑ BUILDING ❑ GRADING % ELECTRICAL ❑ PLUMBING ❑ LANDSCAPE ❑ FIRE PROTECTION* MECHANICAL . DEMOLITION ❑ CANTILEVER RACKS ❑ % STRUCTURAL *TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON— RESIDENTIAL ENERGY CODE — APPROACHES COMPLIANCE OPTION PRESCRIPTIVE ❑ LPA ❑ ANALYSIS % N/A SPECIAL INSPECTIONS REQUIRED: ❑ WELD ❑ REBAR ❑ STRUCTURAL BOLTING ❑ OTHER CALCULAT TYPE: N/A DRAWING NUMBER REV 09 -50 -1 M520R E 09- 50- 1M521R D 09- 50 —RFM1 OR D 09- 101 -1M81R 09 -101 -1 M94R A 09 -101 -1 M503R A 09- 101 -1 M504R A 09- 101 —M1R A 09-101 —M 1 M94R 09-101 -M 1 M500R 09 -101— M1M501R A 09- 101 —RFM1 OR C 09- 50 -1M520 E 09- 50 -1M521 D 09- 50 —RFM 10 09- 101 -1M81 C 09 -101 -1 M94 A 09 -101 -1 M503 A 09 -101 -1 M504 09 -101 —M 1 M94 09- 101 —M1 M500 09- 101 —M536 A 09- 101 —RFM4 D 09- 101— RFM4AA 09- 101 -RFM12 09- 101 —RFM18 09- 101 —RFM24 09- 101 —RFM30 09- 101 -RFM31 1 COVER SHEET BUILDING 09 -101 CODES AND PERMITS NOV 1 9 ZOOS PERMIT CENTFR DRAWING INDEX D DEV. CENTER, WA ❑ CONCRETE ANCHOR BOLTS ❑ STRUCTURAL OBSERVATION ATTACHED (YES) (NO) MECHANICAL DRAWING TITLE CHILLED PIPING DETAILS — REMOVAL CHILLED WATER FLOW DIAGRAM REMOVAL ROOF PLAN — REMOVAL PIPING FIRST FLOOR PLAN— REMOVAL 1ST FLOOR SUPPORT AREA PIPING PLAN — REMOVAL 1ST FLOOR SUPPORT AREA PIPING PLANS— REMOVAL 1ST FLOOR SUPPORT AREA PIPING PLANS — REMOVAL UTILITY BRIDGE PLANS— REMOVAL MEZZANINE SUPPORT AREA PIPING PLAN — REMOVAL MEZZANINE SUPPORT AREA PIPING PLAN— REMOVAL MEZZANINE PIPING PLAN, SECTIONS & DETAILS— REMOVAL ROOF PLAN — HVAC AND PIPING — REMOVAL CHILLED PIPING DETAILS CHILLED WATER FLOW DIAGRAM ROOF PLAN PIPING FIRST FLOOR PLAN 1ST FLOOR SUPPORT AREA PIPING PLAN 1ST FLOOR SUPPORT AREA PIPING PLANS 1ST FLOOR SUPPORT AREA PIPING PLANS MEZZANINE SUPPORT AREA PIPING PLAN MEZZANINE SUPPORT AREA PIPING PLAN Al-M-5-01—„,—,-„A-,-„MEZZAN-IN-E—ARKG,RUN ILS MECHANICAL DETAILS OVERALL CHILLED WATER OVERVIEW ROOF PLAN O ".. IV-=` I7AC—'01D`111311G ROOF PLAN ROOF PLAN ELECTRICAL ❑ - HVAC AND PIPING HVAC AND PIPING ROOF PLAN — HVAC AND PIPING ROOF PLAN HVAC AND PIPING ROOF PLAN — HVAC AND PIPING) DRAWING NUMBER REV DRAWING TITLE 09 -101 -1 E144 09- 101 —M1 E144 C 480/277V POWER— MEZZANINE • 4 `v`".B,";. `"`"0'7`2'x/'' =1v " . A — REMOVAL 09- 101 —E594 B MCC -1 & MCC -2 SCHEDULE (CHILLERS) C 480 VOLT POWER PLAN Nov aP 2009 CORRECTION RECEIVED LTR# C17Y OF i UKWILA PROJECT T I TLE : DC Site Chilled Water Consolidation DCA -9 -08 -021 CURRENT REVISION DCA -9 -08 -021 SHEET DWG NO. AO SYMBOL JOB NO. DCA -9 -08 -021 09- 101 —A0 DATE 11.17.08 COMP NO. 0 LC) CO 0 0 CD oo N I O cn Q 3" FILTER OUTLET SYM A 2" FILTER cc_ BACKWASH D D E a a 10' 2" SIDE STREAM FILTER 2 ' 8" 2" FILTER BACKWASH SUPPLY 24" CHWR B 1M520 2' 9"-7.1-.-2' 8" t 4 1" CAPPED DRAIN VALVE W/HOSE THREAD CONNECTOR CHWP-5001 (CHWP-5002 & CHWP-5003 SAME) REVISION REV. BRIDGE LEG & MISC. CORRECTIONS 702416-003 CHILLED WATER UPGRADE PHASE 2B' 522589-01 CHILLED WATER UPGRADE PHASE 2C 522589-03 INSTALL SIDESTREAM FILTER 577749-00 CHILLED WATER UPGRADE DCA-9-08-021 BY APPROVED DLD RWS RWS RWS RWS RWS CFP COFFMAN M. SOTURA MANUAL AIR VENT (TYP LOCATION) 24" CHWS BEYOND 20" CHWR 1 t I I FLOOR DRAIN FD-1, SEE DWG. UGM -111 FOR DETAILS & LOCATION SECTION SCALE: 1/4" = 1'- DATE 01.23.02 06.24.02 11.22.02 10.22.08 REFER TO DETAILS ON DRAWINGS (TYPICAL - SEE STRUCTURAL DRAWINGS SYM 1M520 1 M453 1M520 1:1 REVISION SECTION LOW-POINT DRAIN (TYP LOCATION) SCALE: 1 /4" = 1 '-0" 1 M453 10" CHWS 10" CHWR FLOW METER 12" BRIDGE LEG BEYOND 10"CWS 10"CWR 12" BRIDGE 3" FLTR INLET <11) / 111•111Mal■ ma IP. AUTO AIR VENT VALVE B&G RL-20 AIR SEPARATOR SUCTION DIFFUSER 1 CHWP -5001 LOW-POINT DRAIN (TYP LOCATION) -1/2" ANGLE BRACE TO TRUCTURE - SHOWN ROTATED 0• FROM ACTUAL ORIENTATION 2 EACH AT THIS SUPPORT NLY) REFRIGERANT RELIEF VENT - 4" STEEL PIPE & z1-"X4-"X3" TEE FITTINGS 3"x 9" FLEXIBLE STAINLESS STEEL HOSE ASSEMBLY REFRIGERANT RUPTURE DISC (FURNISHED W/ CHILLER) - PRESSURE GAUGE A VIC-CH CK VALVE TEST P RT (TYP) VIBRATIO \I ISOLATOR (TYP) CHILLER CH-5001 (CH-5002 & CH-5003 BY 1M520 VICTAULIC SERIES 300 BUTTERFLY VALVE (TYP) c 1/2" HANGER ROD SUPPORT FROM OVERHEAD STRUCTURE (11(P) VICTAULIC SYLE 730 BASKET STRAINER- 10"CWS 1" CONTROL VALVE BYPASS 10" MOTORIZED VALVE APPROVED DATE TEST PORT (TYP) SECTION SCALE: 1 /4" = 1 '-0" 6 PIPE SLEEVE 4" GALV. STEEL PIPE & ELBOW ON EXTERIOR 1C-0" 10"CWR 1 k A re 1M453 1M520 PRESSURE GAUGE (TYP) CHILLER CH-5001 (CH 5002 & CH-5003 SIMILAR) RAILING (REF) PARAPET (REF) ROOF SURFACE (REF) VICTAULIC SERIES 377 VIC-PLUG BALANCING VALVE (TYP) 10" CHWS 10" CHWR THERMOMETER (TYP) 7 REFER TO DETAILS ON DRAWINGS (TYPICAL - SEE STRUCTURAL DRAWINGS ACC EPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. 18" CHWR MANUAL AIR 18" CHWS 1 '-0" RFM1OR 1M520R MAI. MIMI ■911111rii :0.i vrf ort iigI DATE 10"CWS VICTAULIC SYLE 730 BASKET STRAINER 1" CONTROL VALVE BYPASS 10" MOTORIZED VALVE TEST PORT (TYP) DRAWN D DOERING CHECKED R.W.S. ENGINEER D.L.D. CHECKED APPROVED M. D.M. APPROVED VENT (TYP L SECTIO \ SCALE: 1 /4" = 1 '-0" SEE STRUCTURAL DESIGN FOR PIPE SJPPORT EXIST. CHILLED WATER PIPING (REF) DATE 12.21.01 12.21.01 12.21.01 12.21.01 SUBTITLE TITLE CATION) 10"CWR 1M457 MECHANICAL MASTER GRINNELL FIG. 260 PIPE HANGER VICTAULIC SERIES 377 VIC-PLUG BALANCING VALVE (TYP) 10" CHWS 10" CHWR THERMOMETER (TYP) PRESSURE GAUGE (TYP) p-o-- CHILLER CH-5003 (CH-5001 Re CH-5002 SIMILAR) D 1M520 BUILDING 9-50 COL. F-J/1-2 EXISTING TO BE REMOVED titVIONtO 1=0K CODE COMPLIANCE PROVED OEC - 4 2103 City Of Tul(wila BUILDING DIVISION CO \ STRL CTIO \ O T REMOVE 14" CHILLED WATER PIPE (TYP) REMOVE 14" VALVES (6 TYP) REMOVE 18"x14" PIPE REDUCER (2 TYP) NOV 3 9 Z009 E M OVAL CHILLER PIPING DETAILS D.0 CURRENT REVISION SYMBOL I M52OR SHEET JOB NO. DWG NO. O8 ® KEY P_AN SCALE: NONE ARIF 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 9-50-1M520R COMP NO. —4 E VED OCT 2 3 2008 PERMIT CENTER DATE 10.22.08 c 0 c c r • Lt E.1 SYM OUTSIDE BUILDING SEE DWG 9- 50 -RFM 10 INSIDE REFRIGERATION RM SEE DWG 9- 50 -1M457 INITIAL RELEASE CHILLED WATER UPGRADE REVISION PHASE 2B: INSTALL THIRD CHILLER ADDED CONTROL VALVE BYPASS 9 -50 CHILLED WATER UPGRADE PH 2C 14 "0 CHWS & CHWR TO BLDG 9 -101 i 702416 -003 522589 -001 522589 -03 522589 - 03 DCA -9 -08 -021 FLOW METER 2 "0 PRV SET AT 45 PSIG BYPASS CHEM FEEDER FROM MAKE UP WATER SYSTEM SEE SHEET 1M457 BY DLD DLD RWS RWS COFFMAN SCH 80 PVC APPROVED 18x14 REDUCERS RWS RWS RWS 2"0 QUICK FILL M. SOTURA 3/ 4" NO 11) STRAINER NC SET AT 90 PSIG DATE CHWR 01.23.02 05.30.02 10.28.02 04.16.03 10.22.08 24 "0 CHWS 1 -10 "0 ROUTE TO FFD WATER MAKEUP METER SYM Y - 14" VALVES (TYP 6) 1 "0 24"0 EXTERIOR ^T 1 1 1 ♦I 1 COUPON RACK W/ 3 CHEMICAL FEED BALANCING VALVE if PUMP REVISION • 2"0 BFP {�� CHILL 18"0 CHWR 18 "0 CHWS ROOF BOILER ROOM SOUTH WALL REF. DWG 9 -50 -1 M450 COUPONS .12 "0 ,.- ,,- 12 "0 5014 AAV 2"0 3/4" DRAIN ROUTE TO FFD 24"0 CHWR 12 "O " DRAIN VALVE 24"0 CHWS 2" REDUCED PRESSURE BACK FLOW PREVENTION ASSEMBLY W/ AIR GAP DRAIN FITTING EXIST. BI- DIRECTION& FLOW METER _D WATER SYSTEV BY 12"0 BRIDGE f l APPROVED 240 20"0 FLOW I IAG RA DATE 1 /4 "CA /As 5001 10 "0 MV v se- 750 TON 1" CONTROL � '' 1 " CONTROL VALVE BYPASS VALVE BYPASS 10 "O CHWS (44° F) 12 "O 10"0 1800 GPM CH 5006 12 "O 20 "0 1 /47C - P7 )—(143t- 3/4"0 24"0 Q� BOE /NG ROOF - BOILER ROOM WEST WALL-- - FIN. FLR. 10 " MANUAL DRAIN VALVE 14"0 CHWR 16 "0 10 "0 1800 GPM 750 TON < 5005 > 14"0 CHWS CH 1 /4 "CA CHWR (54° F) 24"0 I J' 10"0 1800 GPM 750 TON /cH\ 5004 1" CONTROL VALVE BYPASS 720"0 APPROVED BY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE 20 "0 DRAWN D.L.D. CHECKED R.W.S. ENGINEER D.L.D. CHECKED RWS APPROVED APPROVED 14"0 CHWS & CHWR BELOW GRADE TO BLDG 9 -98 10 "0 1800 GPM 750 TON CH \ 5001 / DATE 01.23.02 01.23.02 01.23.02 01.23.02 SUBTITLE TITLE 16 "O MECHANICAL MASTER 10"0 1800 GPM 750 TON CH C 5002 1" CONTROL 1,, 1 " CONTROLL VALVE BYPASS VALVE BYPASS 1---- 49. 1 /4 "CA 1 /4 "CA 1 /4 "CA 12 "O P.O.C. 10 "0 1800 GPM 750 TON C5003> CH CH REMOVAL CHILLED WATER FLOW DIAGRAM 9 -50 CHILLED WATER UPGRADE PH 2C BUILDING 9 -50 1" CONTROL VALVE BYPASS (TYPICAL) GE \ERAL \OTES: 1. OLD CHILLERS CH -3, CH -4, AND CH -5 HAVE BEEN RENUMBERED TO CHILLERS CH -5006, CH -5005, AND CH -5004 RESPECTIVELY. CO \STRLCTIO \ �► REMOVE 14" CHILLED WATER PIPE � - REMOVE 14" VALVES (6 TYP) © REMOVE 18"x14" PIPE REDUCER 4 REMOVE 14" CHILLED WATER PIPING AND PATCH WALL OPENING. ©► REMOVE 2" CHILLED WATER PIPE AND VALVE. )::::- REMOVE 1" DRAIN PIPE AND VALVE. DEV. CENTER. WA ittV'IhVY t CODE COMPLIANCE E® DEC - 4 2008 City Of Tukwila BUILD I QN M 0 B 5 to 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION JOB NO. DWG NO. NOV 30 MOO �COFFMAI�V SYMBOL SHEET 1 M521 R 9 -50 -1 M521 R .EC ,„ VE OCT 2 3 2000 PERMIT CENTER DATE COMP NO. 10.22.08 (1 9 14" CHWS 14" CHWR - JJ 3" DS Q. 1, 3" R Fot CONTINUATION BELOW SEEI DWG 09-YRD-M501 2" V 4" V SECTION WAX M VENT VN.YE 441 11•* 0 01 i 'or RFM10 4 . 4" HIGH COVERED ELEC CHASE (REF) 24" CHWS & CHWR DOWN INTO CHILLER ROOM, SEE DWG 9-50-1M457 FOR CONTINUATION 2" VTR 4" V x RD 4 -4" REFRIGERANT 4" REFRI APPROX. 12" OFFSET ION VERTICAL NEW 14" CHWS EMERGENCY G N EXH NEW 14" CHWR RFM1OR 1M520R 14" CHWR -14" CHWS ULJ. 18"0 CHWS 18"0 CHWR REDUCER, 18"x14" (2 TYP) 14" VICTAULIC VALVE (6 TYP.) BOILER ROOM B (4 TYI BOILER K (4 TYP) IN :LOW SEE DWG. 09-050-S403 FOR PIPE SUPPORTS (TYP) TEMP. TRAN MITTER CENTERLINE ELEV. ‘-2'-.8" ABOVE ROOF SURFACE 18" CHWS 18" CHWR RISE 0 45• ANGLE CENTERLINE IELEV. 5'-7 1/2" ABOVE R OF SURFACE 1ST. 16" DUCT S11. CAPPED 0 12" AFR 4" V -1/4" V-"" EXIST. RD 8 " 1-1/4" V CO \ STRK I 0 \ OTIS REMOVE 14" CHILLED WATER PIPE (TYP) REMOVE .14" VALVES (6 TYP) REMOVE 18"x14" PIPE REDUCER IN VERTICAL PIPING, SEE 1 M520R (2 TYP). REMOVE 14" CHILLED WATER PIPING AND PATCH WALL OPENING.. RD 1 1/" VENT 4" RETIGERANT VENT RD ERANT VENT RD ROOF PLAN SCALE: 1/8" = V-0" x EXIST. CAPPED SLEATE THROUGH ROOF EXIST. CAPPED SLEAVE THROUGH ROOF EXIST. CAPPED SLEA ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 2" VTR UP THROUGH EXIST. 6" PIPE PENETRATION. E THROUGH ROOF DEPT. DATE DRAWN H. G. CHECKED APPROVED J. JOHNSTONE APPROVED DATE 1.14.86 CHECKED ENGINEER B. C. REA 1.22.86 1.22.86 RD i TITLE x MECHANICAL MASTER BUILDING 9-50 A TO M -1 TO 3 RD REMOVAL SUBTITLE ROOF PLAN L. 0 DS DOWN SPOUT G tit.VIBV tD FOR CODE COMPLIANCE PP j OVE D.C. NO. -G REFER \D RD ROOF DRAIN -RAL \OTES C NOV 30 Z009 DEC - 4 2008 -- dtTUTukwi la BUILDING DIVISION h o8-25 - 1 0 qlFffi CURRENT REVISION KEY PLAN SCALE: NONE 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL SHEET RFM1OR JOB NO. DRAWI\GS RECEIVER) OCT 2 3 2008 PERMIT CENTER 0 9-50-REM 1 ()R DATE 10.22.08 COMP NO. c SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE J REPLACEMENT PARTS 9-50 TOWERS J# 790082 SLB RWJ 2.17.99 C 9-50 CHILLED WATER UPGRADE PH 2C 522589-03 RWS 11.27.02 - CONVERSION FROM MYLAR TO CAD CCSI 12.10.00 D CHILLED WATER UPGRADE DCA-9-08-021 COFFMAN M. SOTURA 10.22.08 A PH 1 CHILLED WTR UPGRADE 702416-01 RWS 03/22/01 B UPGRADE CHILLER PLANT 702416-03 DLD RWS 12.21.01 B+ MISC. MINOR CORRECTIONS 702416-003 DLD RWS 01.23.02 (1 9 14" CHWS 14" CHWR - JJ 3" DS Q. 1, 3" R Fot CONTINUATION BELOW SEEI DWG 09-YRD-M501 2" V 4" V SECTION WAX M VENT VN.YE 441 11•* 0 01 i 'or RFM10 4 . 4" HIGH COVERED ELEC CHASE (REF) 24" CHWS & CHWR DOWN INTO CHILLER ROOM, SEE DWG 9-50-1M457 FOR CONTINUATION 2" VTR 4" V x RD 4 -4" REFRIGERANT 4" REFRI APPROX. 12" OFFSET ION VERTICAL NEW 14" CHWS EMERGENCY G N EXH NEW 14" CHWR RFM1OR 1M520R 14" CHWR -14" CHWS ULJ. 18"0 CHWS 18"0 CHWR REDUCER, 18"x14" (2 TYP) 14" VICTAULIC VALVE (6 TYP.) BOILER ROOM B (4 TYI BOILER K (4 TYP) IN :LOW SEE DWG. 09-050-S403 FOR PIPE SUPPORTS (TYP) TEMP. TRAN MITTER CENTERLINE ELEV. ‘-2'-.8" ABOVE ROOF SURFACE 18" CHWS 18" CHWR RISE 0 45• ANGLE CENTERLINE IELEV. 5'-7 1/2" ABOVE R OF SURFACE 1ST. 16" DUCT S11. CAPPED 0 12" AFR 4" V -1/4" V-"" EXIST. RD 8 " 1-1/4" V CO \ STRK I 0 \ OTIS REMOVE 14" CHILLED WATER PIPE (TYP) REMOVE .14" VALVES (6 TYP) REMOVE 18"x14" PIPE REDUCER IN VERTICAL PIPING, SEE 1 M520R (2 TYP). REMOVE 14" CHILLED WATER PIPING AND PATCH WALL OPENING.. RD 1 1/" VENT 4" RETIGERANT VENT RD ERANT VENT RD ROOF PLAN SCALE: 1/8" = V-0" x EXIST. CAPPED SLEATE THROUGH ROOF EXIST. CAPPED SLEAVE THROUGH ROOF EXIST. CAPPED SLEA ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 2" VTR UP THROUGH EXIST. 6" PIPE PENETRATION. E THROUGH ROOF DEPT. DATE DRAWN H. G. CHECKED APPROVED J. JOHNSTONE APPROVED DATE 1.14.86 CHECKED ENGINEER B. C. REA 1.22.86 1.22.86 RD i TITLE x MECHANICAL MASTER BUILDING 9-50 A TO M -1 TO 3 RD REMOVAL SUBTITLE ROOF PLAN L. 0 DS DOWN SPOUT G tit.VIBV tD FOR CODE COMPLIANCE PP j OVE D.C. NO. -G REFER \D RD ROOF DRAIN -RAL \OTES C NOV 30 Z009 DEC - 4 2008 -- dtTUTukwi la BUILDING DIVISION h o8-25 - 1 0 qlFffi CURRENT REVISION KEY PLAN SCALE: NONE 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL SHEET RFM1OR JOB NO. DRAWI\GS RECEIVER) OCT 2 3 2008 PERMIT CENTER 0 9-50-REM 1 ()R DATE 10.22.08 COMP NO. c T ?- V T T T T 1M65 1M60 1M61 1M62 1M63 1M64 1M66 1M67 1M68 1M69 1M70 1M71 1M72 1M73 1M74 1M75 1M76 1M77 1 1M78 1M79 1M80 1 1M82 1M83 1M84 1M85 1M86 1M87 1M88 [ I 1M89 1M90 1M90 1M92 1M93 1094 1M95 1M96 CHILLED WATER UPGRADE REDRAWN EXTRS: WET CUT RELOCATION REMOVE FREEZER REVISION J#190106-12 J #140627 -04 f/ z U BY KB /CH CH M.WONG CHWS 'CHWR / APPROVED RWS DCA -9 -08 -021 COFFMAN M. SOTURA 10.22.08 • r -� - - C 1 ( C r I 1 � 1 , 1 1/4 r f CHWS n -o 1 1/4 — A EIv ERGENCY .1 EY: WASH FIRST FLOOR PLA\ REVISION BY APPROVED ICI L I I 3/4" ITq WATER. ,IET DATE 9.10.99 10.16.00 09.14.04 a— i ■ o r 1il 111 %1 1 J 1 DATE ,r - - -. I ---- I % ,l i r l 4 I I 1 1 i i i I I \18A4 rn 1 111 — J 1 r r r I 1 1 i1 I I I I r r 1 I 1 Q�BOE/ G° o- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE M REMOVAL SUBTITLE TITLE MECHANICAL MASTER tNi ACC CODE. COMpL; Ec - 4 20 D POSOV 0TU ila WILDDIG SZON PIPING FIRST FLOOR PLAN BUILDING 9-101.1 COL. N— S/15 -19 L G CONDENSATE STEAM (HIGH PRESSURE) STEAM SUPPLY (HIGH PRESSURE 125, 250 PSIG) STM STEAM SUPPLY HWS HWR CHWR CHWS COND — P COND HPC HPS EXISTING TO BE REMOVED GE \ERAL \D SHEET DWG NO. D.C. -RE \C CURRENT REVISION HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER RETURN CHILLED WATER SUPPLY CONDENSATE PUMPED CONDENSATE \OTES CO \STRUCTIC\ COTES REMOVE CHILLED WATER PUMP 8c ASSOCIATED PIPING. REMOVE 6" CHILLED WATER PIPING FROM MAIN PIPING TO PUMP. REMOVE CHILLED WATER BYPASS. REMOVE CHECK VALVE AND BUTTERFLY VALVES. K EY P LAN SCALE: NONE AFF OqFpt4q 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 1M81R IDRAW\CS JOB NO. SYMBOL ^ DATE 09- 101= 1M81R EC COMP NO. 11,1D OCT 2 3 2008 PERMIT CENTER 10.22.08 CHILLED WATER UPGRADE REVISION DCA-9-08-021 APPROVED M`. SOTURA DATE 10.22.08 1 M94R 11 M504R 1M94R11M504R REVISION TO TRAP - PRIMER DRAIN VTR -r TO UH -3 CONDENSER .11 CONDENSER _12 CHILLER # CONDENSER J3 i" PRV & PULSE WTR METER SCALE: 1/4' =1 APPROVED CHILLER #1 1 M94R 1 1 M503R c 1" UP TO CT -2 1M94R11M504 UP TO CHILLER #3 CT -3 EMERGENCY GENERATOR RM f2" VENT C 1 1 FROM CT -1 1ST FLOOR SLPPORT AR CONDENSER RECEIVER C.R.U. -2 --- - - - - -- 8" CWS FROM CT -2 6" CHWS - -8" CWS- CWS ---11 FROM CT -3 1---- - - - - 8" CHWS 1 M94R 11 M503R 10" CHWS __ FOR CONTINUATION SEE MEZZANINE PIPING PLAN 109 - 101 -M1 M94R 2" COND. AIR SEPARATOR 1M94R11M503R _ EVAPORATOR_# 1 �,. EVAPORATOR #2 - EVAPORATOR #3 6" CHWR 6" BASKET STR (TYP 3) 8" BASKET STRAINER (TYP 3) I L -A PIPI \G PLA 6" CHWR PP 10X8 RED.' 8X6 RED. APPROVED BY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED 10" DECOUPLER BELOW 22.75 tom"'~ CW DN TO A1 TRAP PRIMER 10" DECOUPLER BELOW DEPT. DRAWN S.RUDELL CHECKED ENGINEER CHECKED APPROVED APPROVED 22.25 -22.3 DATE 05.30.07 SUBTITLE TITLE MECHANICAL MASTER NOV 30 Z009 1ST FLOOR SUPPORT AREA PIPING PLAN BUILDING 9 -101 COL.R -S'/22 -22.5 DEV. CENTER, WA -CHWS- CHWR HWS- HWR EXISTING TO BE REMOVED cE\ERnL nor 1. EVERPURE INSURICE WATER FILTER EV9324 -01 W/ EV9612 -21 CO\STRLCTO REMOVE 10 "CHWS PIPING FROM OUTLET OF AIR SEPARATOR TO INLET OF PUMPS P -7A & P - 7. REMOVE 10 "CHWS PIPING FROM OUTLET OF PUMPS P -7A & P -7 UP TO MEZZANINE LEVEL. RELOCATE CHILLED WATER PUMP P -7A TO MEZZANINE LEVEL, SEE M 1 M94. RELOCATE CHILLED WATER PUMP P -7 TO MEZZANINE LEVEL, SEE M 1 M94. REMOVE BASKET STRAINER. RELOCATE EXISTING TEMPERATURE AND PRESSURE SENSORS LOCATED IN THE CHWS PIPING DOWN STREAM OF PUMPS P7 AND P7A TO THE PUMP DISCHARGE AT THEIR RELOCATED POSITIONS AND RECONNECT TO THE EXISTING ROBERT SHAW /INVENSYS CONTROL PANEL. REFERE 109- 101 -M312 109- 101 -1 M503 109 - 101 -1M504 109 - 101 -1M505 109- 101 -M1 M94 109- 101- M1M500 109-101-M1 M501 CURRENT REVISION KEY PLAN SCALE: NONE SYMBOL 1M94R CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT PROCESS WATER LOW PRESSURE STEAM HIGH PRESURE STEAM \C- DRAWI \GS q IF Js1 ffi ' 1601 fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 PPING FLOW DIAGRAM 1ST FLR PIPING PLANS, SECTIONS & DETAILS 1ST FLR PIPING PLNS, SECTIONS & DETAILS EMERGENCY GEN. PIPING PLAN, & DETAILS MEZZANINE PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS & DETAILS MEZZANINE PIPING PLAN, SECTIONS & DETAILS 1M60 1M61 1M62 1M63 1M64 1M65 1M66 1M67 1M68 1M69 1M70 1M71 1M72 1M73 1M74 1M75 1M76 1M77 1M78 1M79 1M80 1M81 1M82 1M83 1M84 1M85 1M86 1M87 1M88 1M89 1M90 1M91 1M92 1M93 M 94� 1M95 1M96 ^,iCENIED OCT 23 2008 PERMIT CENTER COMP N0. 10.22.08 JOB NO. DWG NO. 109 - 101 -1M94R c r c r u c u u SYM CHILLED WATER UPGRADE REVISION DCA-9-08 021 BY APPROVED COFFMAN 223 M. SOTURA DATE 10.22.08 22.35 THERMOMETER SYM 10" BASKET STRAINER (2 TYP) LEVEL GAGE (2) PUMPS 6 VENT CONDENSER RECEIVER C.R.U. - 2 GAGE SECTIO SCALE: 1/2" REVISION -11K-1 _ . 2" CD 22.5 B 1M94 1M503 14" PC E LI EF VALVE 1ST FLOOR BY "CA APPROVED C P-4 SUCT DATE C S=CTIC SCALE: 1/4 = P-1 SUCT A P-5 SUCT 1M94R 1M503R 22.75 P-2 TO TRAP S UCT PRIMER CONDENSER _p__ RECEIVER C.R.U.-2 (ABOVE) P SUCT PUMP c PUMP DETAIL PARTIAL LOW SCALE: 1/2"= P-3 SUCT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 2 i"CA UP TO CONDENSER NOZZLES (TYP. 2 PLCS) - R PLA\ DEPT. ROOF MEZZANINE 1ST FLOOR DATE DRAWN S.RU DELL CHECKED ENGINEER CHECKED APPROVED APPROVED 22.3 1i" PC UP 1M94 1M503 DATE 07.11.07 TITLE NOV SO 2Q09 '1 0 REMOVAL SUBTITLE FIRST FLOOR SUPPORT PLANS, LEG GE\ BUILDING 9-101 MECHANICAL MASTER COL.P.25-R.25/22.3-22.9 DEV. CENTER, WA CO \STRUCTIO\ \OT REMOVE 10"CHWS PIPING FROM OUTLET OF AIR SEPARATOR TO INLET OF PUMPS P-7A & P-7. - s REMOVE 10"CHWS PIPING FROM OUTLET OF PUMPS P-7A & P-7 UP TO MEZZANINE LEVEL. RELOCATE CHILLED WATER PUMP P-7A TO MEZZANINE LEVEL, SEE M1M94. RELOCATED CHILLED WATER PUMP P-7 TO MEZZANINE LEVEL, SEE M1M94. REMOVE BASKET STRAINER. 3:::::;:." HOUSKEEPING PAD TO REMAIN. REFERE\C CURRENT REVISION SHEET \D JOB NO. DWG NO. ERAL \OTES :RA. I AFOFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 —1 625 206 623 0717 Fax 206 624 3775 SYMBOL 1 M503R Gs 109-101-1M94 1ST FLOOR PIPING PLAN 109-101-M1M94 MEZZANINE PIPING PLAN 109-101-M1M501 MEZZANINE PLAN, SECTIONS & DETAILS DATE 109-101-1M503R REWFIVF.'7,7, OCT 2 3 2008 PERMIT CENTE COMP NO. 10.22.08 i"CW i"PR 2" ‘ 1 . VENT PC 1"HWR 1"HWS 1"HWR ---. 6 / 140 111 I , ,-8" CHWR 8" CHWR ; 8" 10" CHWR----„ CHWR I ..4.3 . , --IN A "---/- -=R::::_::,,,T7-3 _ - - - Ili' IF , i II 8" CWS I 1 11 1 1 1 s 8" CWS 8" CW . ■ - 0 - - 6" CHWS .. was 6" CHWE I, " CHWS (b_ ( 1 5 - 2 1 1 ---4 2" COND • - O 111 - - r 0 a _ _ I 1 mg 1 -- I— % III .■ d 1 :" PC m i . 1 0" AIR 10' CHWS- / 1 1:1 - — 8" CHWR---- - i -- -- - - P 10 - g SEPARATOR 6" CHWR I -- — ,-- -21 - C-H-W aze =a — — - - - - 8 CHWR gill 4121 1 II / j ..... 1 MUM!, 11 • 1 IIII 1 — 10 -- 11011 4.0"BFV _ . —. .7.- OF 6"B 1 3 " - 10" DECOUPLER - ------------- - - — — 10" DECOUPLER ---- - I 10CHK..7 I - r-1 ii 11 8"BEV (TYP) • MI -r - - / - - - -r1- 1 / — Jf r 4 11 .-- 10"CHK 1---4-1- -1 I 4"="r" M I (TYP) 6"CHK ,/ - 610 6 i (... 4 / .. / 1 1 x10,4 i r "--8"CHK (TYP) iff, 5x8 EXP. r 1 11 • t==.4._. 11 4 (TYP) 111 4x6 EXP. 1 E-HB DISCH 7 -- - 6.1 /( -r-- N P-7A 4._ -±-..,:--■ P-7 ---,-1--,-.7- SUCT .,...":-/-- " SUCT I I 1 1 1 I 1 WIPP 1 1 4 (TYP) 1 1 DISCH 1 1 DISCH II 1 r-ii ( DISCH DISCH _ DISCH (TYP) DISCH DIS F SYM CHILLED WATER UPGRADE REVISION DCA-9-08 021 BY APPROVED COFFMAN 223 M. SOTURA DATE 10.22.08 22.35 THERMOMETER SYM 10" BASKET STRAINER (2 TYP) LEVEL GAGE (2) PUMPS 6 VENT CONDENSER RECEIVER C.R.U. - 2 GAGE SECTIO SCALE: 1/2" REVISION -11K-1 _ . 2" CD 22.5 B 1M94 1M503 14" PC E LI EF VALVE 1ST FLOOR BY "CA APPROVED C P-4 SUCT DATE C S=CTIC SCALE: 1/4 = P-1 SUCT A P-5 SUCT 1M94R 1M503R 22.75 P-2 TO TRAP S UCT PRIMER CONDENSER _p__ RECEIVER C.R.U.-2 (ABOVE) P SUCT PUMP c PUMP DETAIL PARTIAL LOW SCALE: 1/2"= P-3 SUCT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 2 i"CA UP TO CONDENSER NOZZLES (TYP. 2 PLCS) - R PLA\ DEPT. ROOF MEZZANINE 1ST FLOOR DATE DRAWN S.RU DELL CHECKED ENGINEER CHECKED APPROVED APPROVED 22.3 1i" PC UP 1M94 1M503 DATE 07.11.07 TITLE NOV SO 2Q09 '1 0 REMOVAL SUBTITLE FIRST FLOOR SUPPORT PLANS, LEG GE\ BUILDING 9-101 MECHANICAL MASTER COL.P.25-R.25/22.3-22.9 DEV. CENTER, WA CO \STRUCTIO\ \OT REMOVE 10"CHWS PIPING FROM OUTLET OF AIR SEPARATOR TO INLET OF PUMPS P-7A & P-7. - s REMOVE 10"CHWS PIPING FROM OUTLET OF PUMPS P-7A & P-7 UP TO MEZZANINE LEVEL. RELOCATE CHILLED WATER PUMP P-7A TO MEZZANINE LEVEL, SEE M1M94. RELOCATED CHILLED WATER PUMP P-7 TO MEZZANINE LEVEL, SEE M1M94. REMOVE BASKET STRAINER. 3:::::;:." HOUSKEEPING PAD TO REMAIN. REFERE\C CURRENT REVISION SHEET \D JOB NO. DWG NO. ERAL \OTES :RA. I AFOFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 —1 625 206 623 0717 Fax 206 624 3775 SYMBOL 1 M503R Gs 109-101-1M94 1ST FLOOR PIPING PLAN 109-101-M1M94 MEZZANINE PIPING PLAN 109-101-M1M501 MEZZANINE PLAN, SECTIONS & DETAILS DATE 109-101-1M503R REWFIVF.'7,7, OCT 2 3 2008 PERMIT CENTE COMP NO. 10.22.08 SYM ROOF I ICI 4” CA 10" CHWS 2" CON MEZZANINE AIR SEPARATOR DUPLEX OUTLET ' REVISION e r-1"CA I A10" BFV i t0=1= P WW 1ST FLOC) P-4 10" BASKET STRAINER 0" CHWS 8 10" BFV 10" CH CHW 8" BASKET STRAINER BY APPROVED COFFMAN M. SOTURA 8" CWS 8" CHWS "HWR 6" CHWS i" BLEED—OFF CONN. W/PLUG COCK & HOSE UNIO 6" B PNEUMATIC BACK—UP CONTROLLER SECTIO SCALE: 1/4" = DATE SYM CHILLED WATER UPGRADE DCA-9-08-021 6" CWR 1 0 " 6" CHWSR 1M94R P.6 D I--- bONDENSER VAPORATOR 1M504R REVISION DISCHARGE. HOOD (1200 FPM) CT-1 COOLING TOWER i" CA 8" CWR 8" CWS 6 _-1 "CA CHILLER # TO DRAIN— 10.22.08 BY VTR 8" BFV APPROVED P2.5 1"HWS 1"HWR 0 61----DUPLEX OUTLET DATE DUPLEX OUTLET i" CA 1/"PC 1 "HWR l''HWS P2.5 0 TEMP. GAGE 8" BFV 6"x8" EXP VTR - 9 1 1 1 1 1- 1 TO DRAIN- (TYP 3 PLCS) 0AE H. -8" CWR 8" CWS DISCHARGE HOOD (1200 FPM) COOLING TOWER CHEM. FEED D CT-2 CA 1" FROM CWS t ID P.6 CONDENSER CHILLER #2 SCALE: NONE i" TO CWR =TAIL VICAL F 6" CWR 6"x8" EXP 8" BFV BFV SECTIO SCALE: 1/4" = CHEMICAL FEED SYSTEM » DRAIN VALVE DEPT. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DATE " BFV T IETER & 7 DAY _. CLOCK (TYPICAL & SIMILAR 3 PLACES) D SYST E_ V ENGINEER CHECKED 8" CWS I L- 8" CWS 6" CHWR k "-- 6" CHWS APPROVED APPROVED 8" BFV—.--- 1M9. 1M504 2 COUPON CORROSION TEST RACK DATE 07.31.07 1 "CA TITLE CHWR (PH PRESS GAGE fo 8" BASKET STRAINER 1M94 1M503 MECHANICAL MASTER 6"x8" EXP BFV 8" CHK 5"x8" EXP P-2 R2.5 ROOF X"CW j. tot f DUPLEX hi OUTLET MEZZANINE " CA 10" DECOUPLER „ TO TRAP PRIMER 1ST FLOOR 1 CA LEG GE BUILDING 9-101 REMOVAL SUBTITLE FIRST FLOOR SUPPORT AREA PIPING PLANS, SECTIONS & DETAILS \ERAL VATS CO \ STR U CT I 0 \ \OT - s REMOVE 10"CHWS PIPING FROM OUTLET OF AIR SEPARATOR TO INLET OF PUMPS P-7A & P-7. REMOVE 10"CHWS PIPING FROM OUTLET OF PUMPS P-7A & P-7 UP TO MEZZANINE LEVEL. REMOVE BASKET STRAINER. REFERE\C 109-101-1M94 109-101—M1M94 109-101—M1M501 109-101-1M503 NOV 30 NW M06-..2.5(0 COL.P.25-R 25/22 3-22 9 DFV CFNTFR WA DWG NO. CURRENT REVISION DRAWI\ GS 1ST FLOOR PIPING PLAN MEZZANINE PIPING PLAN MEZZANINE PLAN, SECTIONS & DETAILS '1 ST FLOOR PLAN, SECTIONS & DETAILS AFOFFMAN 1161 EERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL SHEET 1 M504R JOB NO. DATE 1 C1Q_1(11_1 AA D NECE1VE OCT 232000 PERMIT CENTER COMP NO. 10.22.08 , u c t u u REVISION DCA- 9_08 -021 COFFMAN DATE REVISION 57 , ./ C/ g ES C'ee4tW 04,41V "4- ".t/le, - 7,70pf $ p de's' - iftecre 7'0 4.4 (3)pees ( ?) 3 4 4¢/07 ea ' 4' ma6^e 4 C0.40 rmf$ swee 3.x.3 rc l 4-1Z7 C Ave; gvewr (4) Pd4C65 firer // ///'�� ,�.,r.� (f),40463 : 4' Sew 3)(3 -.c1/4 _ ,�•U' 'f ' o.- .e4C. ('4) e15 . d"LJ'Co G'0,5 A077041 O G /M 4 C 5:4' 1 (3) Ave; o 7;97E S 'rte." A'S 3 1?' , ar'_// sr‘ ?a4Y4' ' e' 015, APPROVED iomr...mow. .3)(3A- ,4 N 'I6' s7Xe • 'I/.49..s4efar. ''fir (2) '���i. sew' eC.e d'✓,. , o .0 s 4 . - 6o/rc .4.1/c;/E (2) 64 4we OW' ..- - 4/ ; Gc* #c" '.4M /, 1'C "v ,7e 419 /4 4,4174 ro 0, X/'57' R4Aee- ore,4,ee /ilea Ur ° /4 ,4 64 J7 ,rts;: P4VF4,,tv7 APPROVED BY 4"..5.)( ,..(/r s=', 4'.e G � ero/5 ) C7 /0 DEPT. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED CHECKED CHECKED ENGINEER APPROVED /- -A? 4.fo/ 0,416 , ,Weedeee ',COS 5 4 e A:4644~ 772P i O 7" . 45:411; C,E4.46 .4316.011 DATE . _ q ° 7 s'4J ,Yo7 47,74 e'"4' .404s 0 9,te 5/ , P 07 SUBTITLE 3'� r 5".x- 8 p4' 5'74 raaw ", c"'P, ' 0,IIA/ MECHANICAL MASTER etaexa ‘4 sc°° ef- m r- 6.0d (a) Arco, /3077 t - 4 "7 UTILITY BRIDGE ■0 % - 5,40/;q6 le? , i6 ' M /)/ /4& v ,sei AWL 004 - G''G2v 'f` f,/6 ri S 741 V4,1 -,r' / /.0 ,:Y4%, 2 .f7.4 ,x'014(4" r 71 t15 A",f..r!J, /t ' " c7,e "c .4 //4/6'rs i' 149.7x41/5) S4e'4c'r 4'e7. +4° seitt=fr s 7",#; V.4 : � .�A�,�/ �.'. d 5" 44v;7( 41/' '-k' Ge a A 44" :5741 ' /r'l,4/' !fit/ 4 € vv - =.'. 4,4 (2) es =9.7..5 ep/e j1 094/4 -04 / 7744/' .S come/acre A ,c"oc;)7 . -vG's 749. ' 6 s-4 it a. 4'..5'j7 ,%": 0 6 3E CONSTRUCTION NOTES: REMOVE 14" CHILLED WATER PIPING DWG NO. CURRENT REVISION K ViIWtD FOR CODE COMPLIANCE ,; . P`#"®VED DEC - 4 2008 City Of Tukwila - BUILDI G DIVISION ad.evr. ., "4 0.74.."." c ~� ,/'s .14 ;94140 ,oefr-VV c-optueiraflea ° ., °64 . 4 /0- s44 erAlazAI s e 4- 4 .re& , 440 SYMBOL SHEET 9-50-M1R COMP NO. 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 PERM i1 CENT DATE 10.22.08 Q�BOE /NG APPROVED A I CHILLED WATER UPGRADE REVISION DCA -9 -08 -021 COFFMAN APPROVED M. SOTURA 10.22.08 REVISION 10" CHWS, FOR CONTINUATION SEE 1ST FLOOR PIPING PLAN 109- 101- 1M94R-- M1M94RIM1M500R 1 "CA CONTINUED ON SHT. 1M94 (TYP) AIR SEPARATOR. M1 M94RI M1 M500R M1M94R I M 1 M500 M1M94RIM1M500R 1 "HWR - FROM UH -4 4 "CA TO SPRINKLER CONTROLS, SEE DETAIL- M1M9411M511 UH 2 SEE DWG 9- 101 —M1M44 vEZZA SCALE: 1/4 " =1 -0 APPROVED 1" CHWR 1" CHWS \I \E SJPPORT AR M M1M91M500R STAIRWELL ® DN -A PP\C PLA M1M94R M1M501R SURG TAN K —22.25 —22.3 M1M94RIM1M500R M1M94R M 1 M501 R PARTIAL PLAN VACUUM SYSTEM APPROVED BY DEPT. M1M94RIM1M501R ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DATE 11" COMP. AIR 10" CHWR (68' -6" AFF) 24 CU FT C.A. TANK DRYER, FILTER & PRV ASS'Y 1i" PC FROM CRU -2 10" CHWS (68' -6" AFF) 1i" PC FROM AIR SEPARATOR 4" HWR (68' -6" AFF) 4" HWS (68' -6" AFF) CHECKED 3" LPS UP TO HUMIDIFIER SERVICE (70' -0" AFF) DRAWN S.RUDELL CHECKED APPROVED APPROVED DATE 05.30.07 SUBTITLE TITLE MEZZANINE SUPPORT AREA PIPING PLAN REMOVAL CHWS CHWR HWS —HWR PC A JOB NO. EXISTING TO BE REMOVED 109 - 101 —M312 109 - 101 -1M94 109 - 101— M1M500 109 - 101— M1M501 109 - 101 -M1M44 KEY PLAN SCALE: NONE c A OFFMAN : 16 01 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVIION SYMBOL ^ SHEET / [ T M CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT PROCESS WATER LOW PRESSURE STEAM HIGH PRESURE STEAM 1. EVERPURE INSURICE WATER FILTER EV9324 -01 W/ EV9612 -21 CO \STRUCTIO\ \OTIS REMOVE 10 "CHWS PIPING FROM THIS POINT TO APPROX. 10' FROM EAST WALL FOR FUTURE CONNECTION, SEE NEW PLAN, M1M94. REMOVE VACUUM PUMP VP -1A & HOUSEKEEPING PAD. SEE M1M500R FOR ADDITIONAL REMOVAL INFORMATION. REMOVE HOUSEKEEPING PAD. SEE M1M500R FOR ADDITIONAL REMOVAL INFORMATION. REMOVE SECTION OF 10 "CHWR FOR FUTURE CONNECTION, SEE NEW PLAN, M1M94. REMOVE RADIATOR & ASSOCIATED PIPING. VALVE TO REMAIN. DISCONNECT FROM 10 "CHWS. R- F =R = \CE DRAWI \GS SUPPORT AREA FLOW DIAGRAM 1ST FLOOR PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS & DETAILS PIPING PLAN, SECTIONS & DETAILS MEZZANINE SUPPORT AREA HVAC PLAN COMP NO. RECEIVED OCT 232008 PERMIT CENTER DATE 1.0.22.08 MECHANICAL MASTER BUILDING 9 -101 COL.R -S'/22 -22.5 DEV CENTER, WA DWG NO. 109-101-M1M94R c c c c r c c u C .1.1 Mil 111111 A I CHILLED WATER UPGRADE REVISION DCA -9 -08 -021 COFFMAN APPROVED M. SOTURA 10.22.08 REVISION 10" CHWS, FOR CONTINUATION SEE 1ST FLOOR PIPING PLAN 109- 101- 1M94R-- M1M94RIM1M500R 1 "CA CONTINUED ON SHT. 1M94 (TYP) AIR SEPARATOR. M1 M94RI M1 M500R M1M94R I M 1 M500 M1M94RIM1M500R 1 "HWR - FROM UH -4 4 "CA TO SPRINKLER CONTROLS, SEE DETAIL- M1M9411M511 UH 2 SEE DWG 9- 101 —M1M44 vEZZA SCALE: 1/4 " =1 -0 APPROVED 1" CHWR 1" CHWS \I \E SJPPORT AR M M1M91M500R STAIRWELL ® DN -A PP\C PLA M1M94R M1M501R SURG TAN K —22.25 —22.3 M1M94RIM1M500R M1M94R M 1 M501 R PARTIAL PLAN VACUUM SYSTEM APPROVED BY DEPT. M1M94RIM1M501R ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DATE 11" COMP. AIR 10" CHWR (68' -6" AFF) 24 CU FT C.A. TANK DRYER, FILTER & PRV ASS'Y 1i" PC FROM CRU -2 10" CHWS (68' -6" AFF) 1i" PC FROM AIR SEPARATOR 4" HWR (68' -6" AFF) 4" HWS (68' -6" AFF) CHECKED 3" LPS UP TO HUMIDIFIER SERVICE (70' -0" AFF) DRAWN S.RUDELL CHECKED APPROVED APPROVED DATE 05.30.07 SUBTITLE TITLE MEZZANINE SUPPORT AREA PIPING PLAN REMOVAL CHWS CHWR HWS —HWR PC A JOB NO. EXISTING TO BE REMOVED 109 - 101 —M312 109 - 101 -1M94 109 - 101— M1M500 109 - 101— M1M501 109 - 101 -M1M44 KEY PLAN SCALE: NONE c A OFFMAN : 16 01 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVIION SYMBOL ^ SHEET / [ T M CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT PROCESS WATER LOW PRESSURE STEAM HIGH PRESURE STEAM 1. EVERPURE INSURICE WATER FILTER EV9324 -01 W/ EV9612 -21 CO \STRUCTIO\ \OTIS REMOVE 10 "CHWS PIPING FROM THIS POINT TO APPROX. 10' FROM EAST WALL FOR FUTURE CONNECTION, SEE NEW PLAN, M1M94. REMOVE VACUUM PUMP VP -1A & HOUSEKEEPING PAD. SEE M1M500R FOR ADDITIONAL REMOVAL INFORMATION. REMOVE HOUSEKEEPING PAD. SEE M1M500R FOR ADDITIONAL REMOVAL INFORMATION. REMOVE SECTION OF 10 "CHWR FOR FUTURE CONNECTION, SEE NEW PLAN, M1M94. REMOVE RADIATOR & ASSOCIATED PIPING. VALVE TO REMAIN. DISCONNECT FROM 10 "CHWS. R- F =R = \CE DRAWI \GS SUPPORT AREA FLOW DIAGRAM 1ST FLOOR PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS & DETAILS PIPING PLAN, SECTIONS & DETAILS MEZZANINE SUPPORT AREA HVAC PLAN COMP NO. RECEIVED OCT 232008 PERMIT CENTER DATE 1.0.22.08 MECHANICAL MASTER BUILDING 9 -101 COL.R -S'/22 -22.5 DEV CENTER, WA DWG NO. 109-101-M1M94R c c c c r c c u C ..SYM A 1" PC 22. CHILLED WATER UPGRADE REVISION DCA-9-08-021 BY COFFMAN MEZZANINE APPROVED M. SOTURA DATE 10.22.08 SYM SECTIO SCALE: 1/4 = 1'-0" AHU —216 ELEVATION VEZZA\I\E SUPPORT AREA A L-216 CO\V DIAGRAN SCALE: NONE REVISION M1M94 M1M501 BY 22.75 r11" CHWS HWS I I (Po I- / 4' HWR M1M94 M1M501 APPROVED DATE OF M1M94 M1M500 ›- STAIRWELL ISOLATION VALVE FOR CONTINUATION SEE DWG. 9-101-M1M94R NOTE 2 NOTE 1 VAC cH 4" VAC M1M94R M1M500R FOR CONTINUATION SEE DWG. 9-101-M1M9 (TYPICAL) \4EZZA\1\ SJPPORT AREA VACUUV PIPI\G PARTIAL PLA\ SCALE: 1/4"=1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S.RUDELL CHECKED ENGINEER CHECKED APPROVED APPROVED H M1M941M501 DATE 6.19.07 N TITLE VAC. RELIEF VALVE (TYP. 2 M1M94R 1 22.25 22.3 22.35 22.5 M1M94R M1M500R 4" VAC I DN 6" VAC II DN FOR CONT. SEE DWG. 9-1O1-1M145 22.75 M1M501R BUILDING 09-101 KtVitV110) FUR CODE COMPLIANCE A P MED DEC - 4 NH City Of Tukwila BUILDING DIVISION_ CO \ STR CTIO\ \OTES REMOVE VP-1A, HOUSEKEEPING PAD, OIL FILTER, & ASSOCIATED PIPING. CONTACT BOEING REPRESENTATIVE AND PALLETIZE VP-1A FOR SHIPMENT TO STORAGE. BOEING HAZMAT TO DRAIN FLUIDS IN VACUUM PUMP FOR SHIPMENT. REMOVE HOUSEKEEPING PAD, ABANDONED OIL FILTER & ASSOCIATED PIPING FROM PREVIOUSLY REMOVED VACUUM PUMP VP-1B. REMOVE CHILLED WATER PIPING. NOV Q Z009 E M OVAL SUBTITLE MEZZANINE PIPING PLAN, SECTIONS & DETAILS LEGE\D CW HW CHWS GE MECHANICAL MASTER COL. P.25-R.25/23.3-22.9 DEV. CENTER, WA CHWR HWS HWR PC A V \1RAL 1. ROTARY VACUUM PUMP BUSCH SERIES R-5, MDL RCO 630, 25HP, 480V, (TYP. 2) 2. EXTERNAL OIL COOLER, BUSCH, MODEL # OCM-2 (TYP. 2) REFER 109-101-1M94 109-101-1M145 109-101-M1M94 109-101-M1 M500 M 08 - - .2. 51 0 • CURRENT REVISION SYMBOL SHEET JOB NO. DWG NO. COLD WATER HOT WATER CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT LOW PRESSURE STEAM PROCESS VACUUM -s CE DRAWI\GS 1ST FLOOR PIPING PLAN 1ST FLOOR PLUMBING PLAN MEZZANINE PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS & DETAILS COFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 A M1M501R 09-101-M1M501R RECEW OCT 2 3 2000 PERMIT CEN1 DATE 10.22.08 COMP NO. C C C C I . C TT r i L - - - ----- - 6 1 ( 5 HWR / ,1 I i 1 / I f 4 N I\ I R( .i ROOF 1 / 1 , X r1 - 1 __, I I ' - 1 I - -k= , 1 , - - ' I e l —1--H- ..SYM A 1" PC 22. CHILLED WATER UPGRADE REVISION DCA-9-08-021 BY COFFMAN MEZZANINE APPROVED M. SOTURA DATE 10.22.08 SYM SECTIO SCALE: 1/4 = 1'-0" AHU —216 ELEVATION VEZZA\I\E SUPPORT AREA A L-216 CO\V DIAGRAN SCALE: NONE REVISION M1M94 M1M501 BY 22.75 r11" CHWS HWS I I (Po I- / 4' HWR M1M94 M1M501 APPROVED DATE OF M1M94 M1M500 ›- STAIRWELL ISOLATION VALVE FOR CONTINUATION SEE DWG. 9-101-M1M94R NOTE 2 NOTE 1 VAC cH 4" VAC M1M94R M1M500R FOR CONTINUATION SEE DWG. 9-101-M1M9 (TYPICAL) \4EZZA\1\ SJPPORT AREA VACUUV PIPI\G PARTIAL PLA\ SCALE: 1/4"=1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S.RUDELL CHECKED ENGINEER CHECKED APPROVED APPROVED H M1M941M501 DATE 6.19.07 N TITLE VAC. RELIEF VALVE (TYP. 2 M1M94R 1 22.25 22.3 22.35 22.5 M1M94R M1M500R 4" VAC I DN 6" VAC II DN FOR CONT. SEE DWG. 9-1O1-1M145 22.75 M1M501R BUILDING 09-101 KtVitV110) FUR CODE COMPLIANCE A P MED DEC - 4 NH City Of Tukwila BUILDING DIVISION_ CO \ STR CTIO\ \OTES REMOVE VP-1A, HOUSEKEEPING PAD, OIL FILTER, & ASSOCIATED PIPING. CONTACT BOEING REPRESENTATIVE AND PALLETIZE VP-1A FOR SHIPMENT TO STORAGE. BOEING HAZMAT TO DRAIN FLUIDS IN VACUUM PUMP FOR SHIPMENT. REMOVE HOUSEKEEPING PAD, ABANDONED OIL FILTER & ASSOCIATED PIPING FROM PREVIOUSLY REMOVED VACUUM PUMP VP-1B. REMOVE CHILLED WATER PIPING. NOV Q Z009 E M OVAL SUBTITLE MEZZANINE PIPING PLAN, SECTIONS & DETAILS LEGE\D CW HW CHWS GE MECHANICAL MASTER COL. P.25-R.25/23.3-22.9 DEV. CENTER, WA CHWR HWS HWR PC A V \1RAL 1. ROTARY VACUUM PUMP BUSCH SERIES R-5, MDL RCO 630, 25HP, 480V, (TYP. 2) 2. EXTERNAL OIL COOLER, BUSCH, MODEL # OCM-2 (TYP. 2) REFER 109-101-1M94 109-101-1M145 109-101-M1M94 109-101-M1 M500 M 08 - - .2. 51 0 • CURRENT REVISION SYMBOL SHEET JOB NO. DWG NO. COLD WATER HOT WATER CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT LOW PRESSURE STEAM PROCESS VACUUM -s CE DRAWI\GS 1ST FLOOR PIPING PLAN 1ST FLOOR PLUMBING PLAN MEZZANINE PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS & DETAILS COFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 A M1M501R 09-101-M1M501R RECEW OCT 2 3 2000 PERMIT CEN1 DATE 10.22.08 COMP NO. C C C C I . C lE " save. 4" HES_ 6 ,, 4" HWR - "CA , ..._._../ R( .i ROOF Y- 4" HWS kk. ---- c 4" VAC T_ ---- __1 -- I: - T. l"CA " 41_........__...t. 1 q: _YEINL , 14"PC - T. — -- i , 1i"PC - T. — STAIRWELL MEZZANINE cj 2" CW ,2" CW T VENT & DRAIN /, , Irt , 6" VAC n ri 3" LPS ---1 iii ----, 3" LPS ' 6" VAC 3" LPS I I 14 P 3"CW 7 .1 :0 irer _ 1"CW T X"COND. ELEC. PA NEL P .1 2 ? ' 0 _6 - 1 C DRAIN 9 -- SURGE C.A. TANK VAC II TANK FOMP. AIR I CONN.'S i" BFP .4 •-■ PRV ■ • 1"CA a ._...J q ri-o 44 -. EWH —1 t FUNNEL DRAIN DRAINS ,=. .,=,=. ..SYM A 1" PC 22. CHILLED WATER UPGRADE REVISION DCA-9-08-021 BY COFFMAN MEZZANINE APPROVED M. SOTURA DATE 10.22.08 SYM SECTIO SCALE: 1/4 = 1'-0" AHU —216 ELEVATION VEZZA\I\E SUPPORT AREA A L-216 CO\V DIAGRAN SCALE: NONE REVISION M1M94 M1M501 BY 22.75 r11" CHWS HWS I I (Po I- / 4' HWR M1M94 M1M501 APPROVED DATE OF M1M94 M1M500 ›- STAIRWELL ISOLATION VALVE FOR CONTINUATION SEE DWG. 9-101-M1M94R NOTE 2 NOTE 1 VAC cH 4" VAC M1M94R M1M500R FOR CONTINUATION SEE DWG. 9-101-M1M9 (TYPICAL) \4EZZA\1\ SJPPORT AREA VACUUV PIPI\G PARTIAL PLA\ SCALE: 1/4"=1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S.RUDELL CHECKED ENGINEER CHECKED APPROVED APPROVED H M1M941M501 DATE 6.19.07 N TITLE VAC. RELIEF VALVE (TYP. 2 M1M94R 1 22.25 22.3 22.35 22.5 M1M94R M1M500R 4" VAC I DN 6" VAC II DN FOR CONT. SEE DWG. 9-1O1-1M145 22.75 M1M501R BUILDING 09-101 KtVitV110) FUR CODE COMPLIANCE A P MED DEC - 4 NH City Of Tukwila BUILDING DIVISION_ CO \ STR CTIO\ \OTES REMOVE VP-1A, HOUSEKEEPING PAD, OIL FILTER, & ASSOCIATED PIPING. CONTACT BOEING REPRESENTATIVE AND PALLETIZE VP-1A FOR SHIPMENT TO STORAGE. BOEING HAZMAT TO DRAIN FLUIDS IN VACUUM PUMP FOR SHIPMENT. REMOVE HOUSEKEEPING PAD, ABANDONED OIL FILTER & ASSOCIATED PIPING FROM PREVIOUSLY REMOVED VACUUM PUMP VP-1B. REMOVE CHILLED WATER PIPING. NOV Q Z009 E M OVAL SUBTITLE MEZZANINE PIPING PLAN, SECTIONS & DETAILS LEGE\D CW HW CHWS GE MECHANICAL MASTER COL. P.25-R.25/23.3-22.9 DEV. CENTER, WA CHWR HWS HWR PC A V \1RAL 1. ROTARY VACUUM PUMP BUSCH SERIES R-5, MDL RCO 630, 25HP, 480V, (TYP. 2) 2. EXTERNAL OIL COOLER, BUSCH, MODEL # OCM-2 (TYP. 2) REFER 109-101-1M94 109-101-1M145 109-101-M1M94 109-101-M1 M500 M 08 - - .2. 51 0 • CURRENT REVISION SYMBOL SHEET JOB NO. DWG NO. COLD WATER HOT WATER CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT LOW PRESSURE STEAM PROCESS VACUUM -s CE DRAWI\GS 1ST FLOOR PIPING PLAN 1ST FLOOR PLUMBING PLAN MEZZANINE PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS & DETAILS COFFMAN NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 A M1M501R 09-101-M1M501R RECEW OCT 2 3 2000 PERMIT CEN1 DATE 10.22.08 COMP NO. C C C C I . C 0 0 © ®cam © o ® o � r 0 IRFMI21 MIC (RFMII IRFMI6I IRFMI7 IRFM23 IRFM29 J 4 SYM OUTLINE OF PARAPET WALL RECORD DRAWING INSTALL. PAINT BOOTH MU AHU PAINT BOOTH EXHAUST FAN CHILLED WATER UPGRADE CHWS CHWR PIPE SUPPORT 2" GAS CONNECTION TO AHU FM COMPLIANT REGULATOR AND GAS TRAIN, PROVIDE ISOLATION VALVE AND STRAINER AHEAD OF REGULATOR (5 PSI). CONCRETE PAVERS, PERIMETER OF STR. TOPPING, TYP AIR HANDLING UNIT AH2B2A OUTSIDE AIR PENTHOUSE, EXTEND PER DETAIL RFMIO 2 1 /2 "CHWS & R DN TO AH2B2A 11111111 111/11111 .nuuuiui ILiIIIIII 1111111111 11111111 111111111111IIII 11111111= - - - - MI MN NV NM MI NM IC MI - IMI MI MI MI MI I= C - - MN MO MI - - - - - - - IN MI IM BM - - - - 1111111111C CAPPED OPENING RFM10 1M532 CHWS CHWR PENTHOUSE (SERVES AH2C2A) 2 1 /2 "CHWS & R DN TO AH2C2A HWS HWR -- AT LOTTOM OF RISER –0" DIRT LEG FLEX CONNECTION 286 DEGREE F DRY PENDENT SPRINKLER HEAD WITH SPRINKLER GU RD. PROVIDE SEAL D FLANGE AT PIPE PENETRA ION, HINGED ACCESS DOOR (BOTH SIDES) SEE STRUCTURAL DRAWINGS FOR DETAILS OF AHU SUPPORT AND MAINTENANCE PLATFORM HWS CHWR INSPECTION & ACCESS PANEL ROOF DRAIN OVERFLOW DRAIN _ ()HA 6" CHWS CHWR 01111111111= REVISION 566282 -01 577653 -01 DCA -9 -08 -021 - CHILLED WATER LINES BY SR RWS RWS COFFMAN APPROVED GS KR RWS M. SOTURA DATE 05.28.93. 08.03.06 03.10.08 10.22.08 SYM EXISTING ROOF STRUCTURAL SUPPORT BEAMS, SEE STRUCTURAL DRAWINGS MAINTENANCE PLATFORM SEE STRUCTURAL DRAWIN 3" DOWN TO AHWB5A PENTHOUSE (SERVES AH2B5A) AIR HANDLING UNIT AH2C5A OUTSIDE AIR PENTHOUSE, EXTEND PER DETAIL ( RFMIO M51I MATCH LINE — FOR CONTINUATION. SEE RFM16 REVISION =11111 1 I I I — If — 111111111 — BY APPROVED – CHWR CHWS DATE 3' -8" EFRCI 3" DOWN TO AH2C5A Q� BOE /NG c- I "" DRY SPRINKLER UP FROM FIRST FLOOR, SEE DWG IM260A 2" GAS UP FROM FIRST FLOOR. SEE DWG IM260 60/42 MAKE –UP AIR DUCT DOWN TO PAINT SPRAY ROOM, SEE DWG IMIO ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED S.ROSSE ENGINEER S.ROSSE CHECKED D.KLOTZ APPROVED K.RAMSEY APPROVED P.WOLD DATE PARTIAL ROOF PLAN SCALE: pia• -1 –o 8.23.91 SUBTITLE TITLE (DISCIPLINE) MASTER NOV 3'0 2009 M O ROOF PLAN - HVAC AND PIPING BUILDING 9 -101 KrAt itvit �IpNCE CODE COMP ®V E T.,. DEC -4 20 LEGEND: VTR — CHWS - - CHWR -- — ---►f- REMOVAL COL. A –E/1 -6 DEV. CENTER, WA GENERAL NOTES: VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER BUTTERFLY VALVE CONSTRUCTION NOTES: REMOVE 14 "CHWS /R & INSULATION FOR FUTURE I8 "CHWS /R, SEE NEW PLAN (RFM10) FOR POINT OF CONNECTION TO EXISTING 14 "CHWS /R, REMOVE SHEET METAL PLENUM WALL FOR REMOVAL OF I4 "CHWS /R, REMOVE EXISTING PIPE SUPPORT & MODIFY AS NECESSARY TO SUPPORT FUTURE 18" CHWS /R. REMOVE ANCHOR SUPPORT, CURRENT REVISION JOB NO. DWG NO. <EYPLA\ NO SCALE Q 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL SHEET RFMIOR DATE 9- 101– RFM1OR RECD \lD 0CT232005 PERMIT CENTER C C C C r C C C COMP NO. 10.22.08 SYM A B D 0 2" FILTER BACKWASH DR 3" FILTER OUTLET a a !' /1I V INSTALL SIDESTREAM FILTER 10' 2n 2'_8" 2' 9" A. 'API OK Poi 7 FLOW .METER 24" CHWR Illiv 12 BRIDGE U AUTO AIR V 12 -I ..� M.■ �� " CHWR 3" FLTR INLET (1") ■11111111111. 4111I0 2" FILTER BACKWASH SUPPLY SIDE STREAM FILTER E ' REVISION REV. BRIDGE LEG & MISC. CORRECTIONS CHILLED WATER UPGRADE PHASE 2B CHILLED WATER UPGRADE PHASE 2C °■ 1 1 0 , 1 1 • 1111111111• MOM 1 L/. 41 L. 11" 24" CHWR 1' CAPPED DRAIN VALVE. 'W /HOSE THREAD CONNECTOR 702416 -003 522589 -01 522589 =03 577749 -00 CHILLED WATER UPGRADE DCA -9 -08 -021 1M520 20" m *VW* T CHWP -5001 (CHWP -5002 & CHWP -5003 SAME) BY DLD RWS RWS CFP COFFMAN B &G RL -20 AIR SEPARATOR APPROVED FLOOR DRAIN FD -1, SEE DWG. UGM -1.11 FOR DETAILS & LOCATION RWS RWS RWS M. SOTURA MANUAL AIR VENT (TYP LOCATION) 24" CHWS BEYOND 20" CHWR 3/4" TO D SECTION SCALE: 1 /4" = 1 DATE 01.23.02 06.24.02 11.22.02 10.22.08 REFER TO DETAILS ON DRAWINGS (TYPICAL — SEE STRUCTURAL DRAWINGS SYM 1M520 41i NI SECTION SCALE: 1 /4" FLOW METER 12" BRIDGE LEG BEYOND 1O"CWS 10 "CWR B 1M453 1y520 REVISION • ■ MIIIIMMMMEMM e my il IL 10" CHWS 10" CHWR VIC -CHE TEST PC VIBRATIO SUCTION DIFFUSER CHWP -5001 LOW -POINT DRAIN (TYP LOCATION) -1/2" ANGLE BRACE TO TRUCTURE - SHOWN ROTATED 0' FROM ACTUAL ORIENTATION 2 EACH AT THIS SUPPORT NLY) 0-- �--, REFRIGERANT RELIEF VENT 4 X3 TEE 4" STEEL PIPE & X4 FITTINGS 3"x 9 FLEXIBLE STAINLESS STEEL HOSE ASSEMBLY REFRIGERANT RUPTURE DISC (FURNISHED W/ CHILLER) • U PRESSUR; GAUGE CK VALVE RT (TYP) V ISOLATOR (TYP) LOW -POINT DRAIN (TYP LOCATION) 1' -0" 1 M453 11520 CHILLER CH -5001 (CH -5002 & CH -5003 SIMILAR) A BY VICTAULIC SERIES 300 BUTTERFLY VALVE (r'P) VICTAULIC SYLE 730 BASKET STRAINER 1" CONTROL VALVE BYPASS 10" MOTORIZED VALVE APPROVED 1/2" HANGER ROD SUPPORT FROM OVERHEAD STRUCTURE (TYP) DATE 1 O"CWS TEST PORT (TYP) • 16' -0" 10 "CWR 4 -- —�-- S ECTI O SCALE: 1 /4" = 1' -0" 6" PIPE SLEEVE 4" GALV. STEEL PIPE & ELBOW ON EXTERIOR B Q� OE/ o� — C . 1 M453LM520 R — 18 'CHWS(VICTAULIC PIPING) PRESSURE GAUGE (TYP) -®-- . CHILLER CH -5001 (CH -5009 & CH -5003 Z SIMILAR) G° RAILING (REF) PARAPET (REF) ROOF _ _ 'FA (R REFER TO DETAILS ON DRAWINGS (TYPICAL — SEE STRUCTURAL DRAWINGS VICTAULIC SERIES 377 VIC -PLUG BALANCING VALVE (TYP) 10" CHWS 10" CHWR THERMOMETER (TYP) SECTION SCALE: 1 /4" = 1 VICTAULIC SYLE 730 BASKET STRAINER 1" CONTROL VALVE BYPASS 10" MOTORIZED VALVE TEST PORT (TYP) ACCEPTABI THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. 18" CHWR MANUAL AIR VENT (TYP Lo CATION) s 18" CHWS SEE STRUC URAL DESIGN FOR PIPE SJPPORT " EXIST. CHILLED WATER PIPING (REF) 4- II 9 DATE C RFM 10 1M520 10 "CWS N7' -0" SECTION SCALE: 1 /4" = DRAWN D DOERING CHECKED R.W.S. ENGINEER D.L.D. CHECKED APPROVED M.D.M. APPROVED DATE 12.21.01 12.21.01 12.21.01 12.21.01 • 10 "CWR SUBTITLE TITLE D iM457 M 1M5201 M ( l MECHANICAL MASTER GRINNELL FIG. 260 PIPE HANGER VICTAULIC SERIES 377 VIC -PLUG BALANCING VALVE 10" CHWS 10" CHWR THERMOMETER (TYP) PRESSURE GAUGE (TYP) CHILLER CH -5003 1 (CH -5001 & CH -5002 SIMILAR) NOV 30 2009 CHILLER PIPING DETAILS BUILDING 9 -50 COL. F —J/1 -2 L -GE \J POINT OF CONNECTION GE \ERAL COTES 2. SUPPORT ALL NEW PIPING FROM FLOOR SLAB WITH SUPPORTS AND BRACING AT APPROXIMATE LOCATIONS INDICATED. SEE STRUCTURAL DESIGN FOR SUPPORT DETAILS. 3. NEW CHILLED WATER AND COOLING WATER PIPING TO BE GROOVED END, VICTAULIC FITTINGS. SEE SPECIFICATIONS. 4. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. 0 V 0 1. FIELD VERIFY DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION £N) CS S •U 10 5. PROVIDE 1/2 MANUAL BALL VALVES WITH AUTOMATIC AIR VENTS AT ALL HIGH SPOTS FOR AIR VENTING AND 3/4" MANUAL BALL VALVES WITH THREADED BRASS PLUGS IN DISCHARGE PORTS AT LOW SPOTS FOR DRAINAGE. 6. SEE TYPICAL PIPE SUPPORT AND INSULATION DETAILS. CHILLED WATER PIPING IS TO BE ISOLATED FROM DIRECT CONTACT WITH METAL SUPPORTS. 7. THERMOMETERS TO BE WEISS INSTRUMENTS DVU35 DIGITAL VARI -ANGLE THERMOMETER, -40' TO 300' RANGE, GLASS PASSIVATED THERMISTER, 1% ACCURACY, SOLAR POWERED, 3.5" STEM W /E35 -75BS 3/4 "x3.5" SOCKET. AVAILABLE FROM C M HOSKINS CO. INSTALL THERMOMETER IN POSITION READILY READABLE FROM THE FLOOR. 8. PROVIDE ADDITIONAL TEMPERATURE SENSOR WELL ADJACENT TO EACH THERMOMETER FOR INSTALLATION OF CMCS TEMPERATURE TRANSMITTER. COORDINATE EXACT SIZE AND CONFIGURATION WITH CONTROLS CONTRACTOR. TEMPERATURE TRANSMITTERS TO BE PROVIDED BY CONTROLS CONTRACTOR. 9. PRESSURE GAUGES TO BE INDUSTRIAL GRADE 4.5"0 DIAL FACE, MULTI -PLY PLASTIC OR DOUBLE LAMINATED SAFETY GLASS COVER, 1/4" OR 1/2" BRASS BOTTOM STEM, 0 -100 PSI RANGE, 1% ACCURACY, INSTALLED WITH SNUBBER AND DUAL 1/2" ISOLATION BALL VALVES AS SHOWN. WEISS 4CTS -1, TRERICE 450 OR EQUIVALENT OF ASHCROFT OR WEKSLER. INSTALL GAUGE IN A POSITION READILY READABLE FROM THE FLOOR. 10. TEST PORTS TO BE PETE'S PLUG MODEL 100 1/4"x 1.5" LONG, BRASS BODY W /NEOPRENE SEAL FOR NON- INSULATED PIPING. USE MODEL 100XL, SAME AS ABOVE EXCEPT 3" LONG, FOR INSULATED PIPING. SIDE— STREAM FILTER: ONDEA NALCO MODEL TSA -130, 69 GPM CAPACITY, 25 MICRON FILTRATION, 2.0 HP 460V 3 PH CIRCULATING PUMP, 50 PSI FILTRATION PRESSURE, 35 GPM BACKWASH, 60 PSI BACKWASH PRESSURE CONNECTS TO BOTTOM OF 24" CHWR MAIN CO\ STR CTIO\ \OT INSTALL NEW 18" CHILLED WATER PIPE (GROOVED TYPE VICTAULIC). INSTALL NEW 18" VICTAULIC ELBOW. SEE STRUCTURAL DWGS FOR SUPPORTS. IS D.C. 8 SHEET JOB NO. DWG NO. CURRENT REVISION KEY PLAN SCALE: NONE AC 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL 1M520 BLDG. 9 -50 DATE 10.22.08 9 -50 -1 M52O COMP NO. I CF VED OCT 2 3 2003 PE IVMFT CENTER C I' C C C I. C C U U c SYM OUTSIDE BUILDING SEE DWG 9- 50 —RFM10 INSIDE REFRIGERATION RM SEE DWG 9 -50 -1 M457 INITIAL RELEASE D CHILLED WATER UPGRADE REVISION PHASE 2B: INSTALL THIRD CHILLER 9 -50 CHILLED WATER UPGRADE PH 2C 18"0 CHWS & CHWR TO BLDG 9 -101 ROOF BOILER ROOM SOUTH WALL FROM MAKE UP WATER SYSTEM. SEE SHEET 1M457 2 "o PRV SET AT 45 PSIG 702416-003 522589 -001 522589 -03 522589 -0 DCA -9 -08 -021 FLOW METER DLD DLD COFFMAN 1" SCH 80 PVC 2 "0 QUICK FILL APPROVED RWS RWS M. SOTURA 01:23.02 05.30.02 10.28.02 04.16.03 10.22.08 SET AT 90 PSIG COUPON RACK CHEMICAL PORT —A —FEED ROUTE TO FED BALANCING VALVE WI 3 COUPONS FEED PUMP REVISION 18 CHWS 24"95 CHWR 2" REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY W/ AIR GAP DRAIN FITTING CHILLED WATER SYSTEV 12 "0 BRIDGE .EXIST. BI— DIRECTIONA FLOW METER APPROVED FLOW DIAGRAM 10 1800 GPM 750 TON 1 " CONTROL I VALVE BYPASS CHWS (44° F) 12 "0 20"0 CHWR (54° F) MANUAL DRAIN VALVE Q 14"95 CHWR 14"95 CHWS ROOF BOILER ROOM WEST WALL --- FIN. FLR. 10"O 1800 GPM 750 TON 1" CONTROL VALVE BYPASS 750 TON APPROVED BY 10" so 1800 GPM 1" CONTROL VALVE BYPASS ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DRAWN D.L.D. CHECKED R.W.S. ENGINEER D.L.D. CHECKED APPROVED APPROVED 10"95 1800 GPM 750 TON DATE 01.23.02 01.23.02 01.23.02 01.23.02 SUBTITLE 10 "0 1800 GPM 750 TON 1" CONTROLL VALVE BYPASS 750 TON P.O.C. — 10"0 1800 GPM 1" CONTROL VALVE BYPASS (TYPICAL) CHILLED WATER FLOW DIAGRAM 4 -- POINT OF CONNECTION CURRENT REVISION JOB NO. =RAL \OT 2. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. 1. OLD CHILLERS CH -3, CH -4, AND CH -5 HAVE BEEN RENUMBERED TO CHILLERS CH -5006, CH- 5005, AND CH -5004 RESPECTIVELY. CO \ST \OTES: INSTALL NEW 18" CHILLED WATER PIPE (GROOVED TYPE VICTAULIC). INSTALL NEW 18" VICTAULIC ELBOW. 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL RECEIVE OCT 2 3 2009 PERMIT CENTER. COMP NO. 10.22.08 MECHANICAL MASTER 9 -50 CHILLED WATER UPGRADE PH 2C BUILDING 9 -50 DEV. CENTER, WA DWG NO. 9- 50 -1M521 BOILER K (4 TYP) BOILER IN ROOM B LOW (4 TY ") SEE DWG. 09- 050 —S403 FOR PIPE SUPPORTS (TYP) TEMP. TRANSMITTER CENTERLINE ELEV. ABOVE ROOF SURFACE CENTERLINE ABOVE R 24" CHWS 24" CHWR RV 0 18" CHWS 18 ". CHWR RISE 0 ELEV. 5' -7 1/2" OF SURFACE 18" CHWR 18" CHWS 18 "0 CHWS 18 "0 CHWR NEW 14" CHWR 14" CHWS 14" CHWR SYM REPLACEMENT PARTS 9 -50 TOWERS CONVERSION FROM MYLAR TO CAD PH 1 CHILLED WTR UPGRADE UPGRADE CHILLER PLANT MISC. MINOR CORRECTIONS REVISION APPROX. 12" OFFSET J #790082 702416 -01 702416 -03 702416 -003 N VERTICAL NEW 14" CHWS BY SLB CCSI RWS DLD DLD APPROVED. RWJ 2.17.99 12.10.00 03/22/01 12.21.01 01.23.02 CHILLED WATER UPGRADE 9 -50 CHILLED WATER UPGRADE PH 2C 522589 -03 DCA -9 -08 -021 COFFMAN M. SOTURA 4" V °2* V 0 ST. 16" DUCT CAPPED 0 12" AFR EXIST. 32" DUCT STU CAPPED 0 14" AFR PARAPET 1 - 1 /4" V--1° EXIST. RD 4" V 1 -1/4" V 11.27.02 10.22.08 4" REFRI CHECKED ENGINEER B. C. REA CHECKED APPROVED J. JOHNSTONE APPROVED 1.22.86 1.22.86 TITLE MECHANICAL MASTER BUILDING 9 - A TO M / -1 TO 3 RFM10 FOF CONTINUATION BELOW SEE DWG 09- YRD -M501 2" V 4" V IINCALARVENTW4LVE OO Qi , �� i SECTION B RFM 0 REVISION N6" HIGH COVERED ELEC CHASE (REF) RFM 1.0 1M520 I24" CHWS & CHWR DOWN INTO CHILLER ROOM, SEE DWG 9-50-1M457 FOR CONTINUATION BY APPROVED DATE x X / RD 4 REFRIGERANT 1 1/4" V� VENT 4" REFRIGERANT VENT RD ERANT VENT e. maisszAw® x / RD b ROOF PLAN SCALE: 7 /8" = 1' -0` x EXIST. CAPPED SLEA EXIST. CAPPED SLEA EXIST. CAPPED SLEA 2" VTR UIP THROUGH EXIST. 6" PIPE PENETRATION. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. E THROUGH ROOF E THROUGH ROOF E THROUGH ROOF DRAWN H. G. DATE 1.14.86 / RD �8 SUBTITLE X NOV 3 0 2009 NO 345 � ROOF PLAN RD 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. G JOB NO. DWG NO. r� +� POINT OF CONNECTION REF LEGS -RAL t-U1t CODE COMPLIANCE EtOV!D DEC - 4 2008 J - STORM SEWER DS DOWN SPOUT RD ROOF DRAIN CO\STRJCTO\ \OT IS INSTALL NEW 18" CHILLED WATER PIPE (GROOVED TYPE VICTAULIC), SEE 1M520 FOR ADDITIONAL INFORMATION. PROVIDE FLEXIBLE COUPLING AT EVERY PIPING CONNECTION ACROSS BRIDGE. City Of Tukwila BUILDING DIVISION 4 qN KEY PLAN 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION \CE DRAW\CS SCALE: NONE SYMBOL \RTES 9 -50 -RFM10 RECEIVED OCT 2 3 2008 PERMIT CENTER DATE COMP NO. 10.22.08 C C l 7 V T T T T, 1M60 1M61 1M62 1M63 1M64 1M65 1M66 1M67 1M68 1M69 1M70 1M71 1M72 1M73 1M74 1M75 1M76 1M77 1M78 1M79 1M80 1M 1M82 1M83 1M84 1M85 1M86 1M87 1M88 1 1M89 1M90 1M90 1M92 1M93 1M94 1M95 1M96 SYM B REDRAWN. EXTRS: WET CUT RELOCATION REMOVE FREEZER CHILLED WATER UPGRADE REVISION J #190106 -12 J #140627 -04 DCA -9 -08 -021 U BY KB /CH CH M.WONG COFFMAN APPROVED CHWS CHWR RWS M. SOTURA DATE 9.10.99 10.16.00 09.14.04 10.22.08 l ! N I i" I/ SYM CHWS r rr r r CHWR ENAERGENCY _ _{ EYE C AHU � 54 FIRST FLOOR PLA\ REVISION 3/4 "-.. 7 -1-1411-1-o- BY APPROVED i 11 I F -1 3/4" I TO WATER JET ii hI DATE L -_ I 1 k I I i I F::::::::::_4:1::::: I 1 i 1 I- ! I ! EF I R ---------- 1,--- ; - - - -7— 1\18A/1 l01 I ni . I I , — — —r r � 1 I I I i i r --- - - - -- - i ll I 1 II I 1 1 >--- - -T�� T r7�T_ ; \; ; I I) i i ; J II 1 ! IJ I\I \ I J I \ 1 0 ! I ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE TITLE MECHANICAL MASTER INSTALL NEW SECTION OF 6" CHILLED WATER PIPE NOV $ 0 Z009 VI 0 6-.02 5 (0 PIPING FIRST FLOOR PLAN BUILDING 9 -101.1 COL. N— S/15 -19 LEG HPC HPS STM HWS HWR CHWR CHWS COND — P COND 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. G R \ERAL =FER COFFMAN SCALE: NONE NGINEERS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 D.0 CURRENT REVISION SHEET JOB NO. DWG NO. \C CONDENSATE STEAM (HIGH PRESSURE) STEAM SUPPLY (HIGH PRESSURE 125, 250 PSIG) STEAM SUPPLY HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER RETURN CHILLED WATER SUPPLY CONDENSATE PUMPED CONDENSATE POINT OF CONNECTION \OT KEY PLAN 1 M81 I DRAWICGS SYMBOL 09- 101 -1M81 RECEIVED OCT 2 3 2000 PERMIT CENTER COMP NO. DATE 10.22.08 \ ?- \,V T T T T 1M60 1M61 1M62 1M63 1M64 1M65 1M66 1M67 1M68 1M69 1M70 1M71 1M72 1M73 1M74 1M75 1M76 1M77 1M78 1M79 1M80 1M81 1M82 1M83 r 1M84 1M85 1M86 1M87 1M88 1M89 1M90 1M91 1M92 1M93 --4 MA 1M95 1M96 SYM A CHILLED WATER UPGRADE REVISION DCA-9-08-021 BY COFFMAN APPROVED M. SOTURA DATE 10.22.08 SYM 1M94 D 1M504 1M94 1M504 REVISION TO TRAP PRIMER P.25 — —1 4" w VTR A VTR CONDENSER #2 " TO UH-3 VTR CONDENSER #1 CONDENSER #3 C-1—t arl s cW gm 0 t i" PRV & PULSE WTR METER HWR HWS CHILLER #1 —F— CHILLER #2 SCALE: 1/4 =1 -0 BY APPROVED DATE TO UH-4 1M94 1M503 c r A CWR UP TO CT-2 1M94 1M514 (TYP. 8" CWR UP TO CHILLER #3 CT-3 10 CWR PC CW EMERGENCY GENERATOR RM co CONDENSER RECEIVER 7C7fT: ( UP TO ( CT: FROM CT-1 ri" HWR-4 FROM 2"CW - 6" CHWR -- CWS 8" CWS 8" CWS CWS 8" CWS-1- FROM CT-3 PC 1ST FLCOR SUPPORT AREA PIPI\ 1M94 1M503 EVAPORATOR #1 111 CMM 11= 6" CHWR EVAPORATOR #2 CW P ii 6" CHWS el 6" CHWR EVAPORATOR #3 HWS d-11.0 „ HWR 6 CHWS 8" BASKET STRAINER (TYP 3) 8 CHWS 6" BASKET STRAINER (TYP 3) G PLA\ PC C17 6" CHWR 6" CHWR 8X 6 RED. P-5 cw "CA P-1 P-2 41 - P-3 R.25 C r 2" , " PC ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY AIR SEPARATOR 10" DECOUPLER BELOW 1 HWR _ c_ 10" CHWR i" RC 1" HWS q 1" HYR DEPT. 22.75 CW DN TO TRAP PRIMER 10" DECOUPLER BELOW DATE DRAWN S.RUDELL CHECKED ENGINEER CHECKED APPROVED 22.25 22.3 22.35 22.9 APPROVED DATE 05.30.07 SUBTITLE TITLE MECHANICAL MASTER ij NOV $0 zotA MO 8 0,2 (e 1ST FLOOR SUPPORT AREA PIPING PLAN BUILDING 9-101 COLR-5/22-22 5 LEGE R DEV. CENTER, WA SHEET DWG NO. CHWS CHWR HWS HWR PC A V PW LPS HPS GE\ERAL 1. EVERPURE INSURICE WATER FILTER EV9324-01 W/ EV9612-21 CC\STRUCTI - FERE\C 109-101–M312 109-101 –1M503 109-101 –1M504 109-101-1M505 109-101–M1M94 109-101–M1 M500 109-101–M1M501 CURRENT REVISION JOB NO, KEY PLAN SCALE: NONE \OTES SYMBOL 1M94 CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT PROCESS WATER LOW PRESSURE STEAM HIGH PRESURE STEAM \OT NO NEW WORK. ALL WORK IS REMOVAL OF EXISTING PIPING AND RELOCATION OF CHILLED WATER PUMPS. HOUSKEEPING PADS TO REMAIN. 3 RAW! COFAN N 61 EERS \GS PIPING FLOW DIAGRAM 1ST FLR PIPING PLANS, SECTIONS & DETAILS 1ST FLR PIPING PLANS, SECTIONS & DETAILS EMERGENCY GEN. PIPING PLAN, & DETAILS MEZZANINE PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS Sc DETAILS MEZZANINE PIPING PLAN, SECTIONS & DETAILS 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 DATE 109-101-1M94 S 31:CAVET) OCT292000 PERMIT CENTER COMP NO, 23 10.22.08 • • r S. SYM REVISION CHILLED WATER UPGRADE DCA -9 -08 -021 BY COFFMAN 22.3 APPROVED M. SOTURA DATE 10.22.08 22.35 THERMOMETER SYM LEVEL. GAGE 1 (2) PUMPS HOUSEKEEPING PADS �--- - - ---- VENT -x S-CTIo SCALE: 1 /2" _ CONDENSER RECEIVER C.R.U. -2 REVISION 2" CD e B 22.5 1M94 1M503 PC PC t ,-14" PC 4 -- -- RELIEF VALVE - e , 1ST FLOOR BY i "CA S ECTI C SCALE: 1 /4" = 1' -0" co �-® APPROVED P -4 P -1 SUCT SUCT V DATE A 1M94 1M503 P -5 SUCT 22.75 C P -2 TO TRAP SUCT PRIMER CONDENSER ( RECEIVER C.R.U. -2 (ABOVE) P -6 SUCT J -TAI L PARTIAL LOW SCALE: 1/2 "= 1' -0" P -3 SUCT APPROVED BY 22.9 i "C UP TO CONDENSER NOZZLES (TYP. 2 PLCS) = R PLA\ ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. ROOF MEZZANINE 1ST FLOOR DATE DRAWN S.RUDELL CHECKED ENCINEER CHECKED APPROVED APPROVED 22.3 B 11" PC UP 1M94 1M503 DATE 07.11.07 TITLE P cope ACI MOVED SEC -4 7.06 City 510_ NO _s_ BUILDIN NO NEW WORK. ALL WORK IS REMOVAL OF EXISTING PIPING AND RELOCATION OF CHILLED WATER PUMPS. HOUSKEEPING PADS TO REMAIN. NOV 3'.0 2009 SUBTITLE FIRST FLOOR SUPPORT AREA PIPING PLANS, S ECTIONS & DETAILS LEGE \D GE\ C O \STRI C T10\ \O RE M 0 8-2, 5 (0 BUILDING 9 -101 MECHANICAL MASTER COL.P.25- R.25/22.3 -22.9 DEV. CENTER, WA ERAL =R 109-101-1M94 1ST FLOOR PIPING PLAN 109-101-M104 MEZZANINE PIPING PLAN 109 - 101- M1M501 MEZZANINE PLAN, SECTIONS & DETAILS 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SHEET JOB NO. DWG NO. \OTES IS \CE DRAWI \GS COFFMAN � SYMBOL A 1M503 109 - 101 -1M503 DATE 10.22.08 COMP NO. RECEIVE OCT 2 3 2008 PERMIT CENTER i » i „ CW VENT 1 ” PC 1 "HWR 9 1 "HWS 1 "HWR . / //2 8" CHWR 8" CHWR 4 8" 10" CHWR -- CHWR r . i l i _ .4 l 8" CWS IIII i 8" CWS I 8" CWS 1 w 6" CHWS f i _ 6 CHWS n 2" COND. — O P 6" CHWS I I I _ r' ti __ ,_ 40--At-m7,---4- b " - -. CHWS -' ' V -- ' � - -- --..- ,, — s CHWR - - - - -- �.. � PC 10" AIR I - - -- 6 CHWR SEPARATOR ��, �ftWR =ICI - -- -t- - 8 CHWR ,'"1 - H 0" BLIND FLANGE - -�. - - -- -- _ .- - -- -------------- I - t „---6 !>� - 10 DECOUPLER - 10" DECOUPLER - - -- ,' C _ - - „ 6 BFV (TYP) "CHK 8 BFV n H " ® (TYP) ,---8 CHK — (TYP) ' 110- 11 I 4 r 11 -t � r VV a i 1 DISCH � --- � ,r --5x8 EXP. - z i 4 (T(P) 11 4x6 EXP. (TYP) C - 1 C (TYP) 1 it DISCH ( DISCH c DISCH Q DISCH ri / c DISCH I II SYM REVISION CHILLED WATER UPGRADE DCA -9 -08 -021 BY COFFMAN 22.3 APPROVED M. SOTURA DATE 10.22.08 22.35 THERMOMETER SYM LEVEL. GAGE 1 (2) PUMPS HOUSEKEEPING PADS �--- - - ---- VENT -x S-CTIo SCALE: 1 /2" _ CONDENSER RECEIVER C.R.U. -2 REVISION 2" CD e B 22.5 1M94 1M503 PC PC t ,-14" PC 4 -- -- RELIEF VALVE - e , 1ST FLOOR BY i "CA S ECTI C SCALE: 1 /4" = 1' -0" co �-® APPROVED P -4 P -1 SUCT SUCT V DATE A 1M94 1M503 P -5 SUCT 22.75 C P -2 TO TRAP SUCT PRIMER CONDENSER ( RECEIVER C.R.U. -2 (ABOVE) P -6 SUCT J -TAI L PARTIAL LOW SCALE: 1/2 "= 1' -0" P -3 SUCT APPROVED BY 22.9 i "C UP TO CONDENSER NOZZLES (TYP. 2 PLCS) = R PLA\ ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. ROOF MEZZANINE 1ST FLOOR DATE DRAWN S.RUDELL CHECKED ENCINEER CHECKED APPROVED APPROVED 22.3 B 11" PC UP 1M94 1M503 DATE 07.11.07 TITLE P cope ACI MOVED SEC -4 7.06 City 510_ NO _s_ BUILDIN NO NEW WORK. ALL WORK IS REMOVAL OF EXISTING PIPING AND RELOCATION OF CHILLED WATER PUMPS. HOUSKEEPING PADS TO REMAIN. NOV 3'.0 2009 SUBTITLE FIRST FLOOR SUPPORT AREA PIPING PLANS, S ECTIONS & DETAILS LEGE \D GE\ C O \STRI C T10\ \O RE M 0 8-2, 5 (0 BUILDING 9 -101 MECHANICAL MASTER COL.P.25- R.25/22.3 -22.9 DEV. CENTER, WA ERAL =R 109-101-1M94 1ST FLOOR PIPING PLAN 109-101-M104 MEZZANINE PIPING PLAN 109 - 101- M1M501 MEZZANINE PLAN, SECTIONS & DETAILS 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SHEET JOB NO. DWG NO. \OTES IS \CE DRAWI \GS COFFMAN � SYMBOL A 1M503 109 - 101 -1M503 DATE 10.22.08 COMP NO. RECEIVE OCT 2 3 2008 PERMIT CENTER SYM A CHILLED WATER UPGRADE R2 5 ROOF S TO 2" COND:-\ MEZZANINE AIR SEPARATOR DUPLEX OUTLET- ,, CAS 1ST FLOG REVISION d J P -4 i--1 "CA DCA -9 -08 -021 8" BASKET STRAINER BY COFFMAN APPROVED M. SOTURA 8" CWS --- �- 8" CHWS �--1 "HWR 6" CHWS i" BLEED -OFF CONN. W /PLUG COCK Sc HOSE UNION SiCTO\ SCALE: 1/4" = 1'- DATE 10.22.08 6" BFV PNEUMATIC BACK -UP CONTROLLER SYM 6" CWR ---� � - 6" CHWSR t� P.6 ONDENSER kVAPORATOR D' 1M94 REVISION DISCHARGE HOOD (1200 FPM) CT -1 COOLING TOWER 4" CA 8" CWR 8" CWS —1 "CA - -F CHILLER #1 TO DRAIN BY a VTR U 8" BFV APPROVED P2.5 1 "HWS 1 "HWR DUPLEX OUTLET DATE DUPLEX OUTLET 4" CA 1 i "PC 1 "HWR 1 "HWS P2.5 �.P VTR TEMP. GAGE 8" BFV 6"x8" EXP TO DRAIN - (TYP 3 PLCS) .4E7 eiw Ht�I 8" CWR 8" CWS DISCHARGE HOOD (1200 FPM) CT- 2 COOLING TOWER CHEM. FEED 10 i" CA 1" FROM CWS P.6 COND6SER CHILLER IN SCALE: NONE 7 - - 8" BFV SICTO SCALE: 1/4 = 1' -0" i i" TO CWR CHEMICAL FEED SYSTEM DRAIN VALVE DETAIL CHEVICAL E (TYPICAL & SIMILAR 3 PLACES) ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. 6" CWR 6 "x8" EXP 8" BFV SYST DATE —e. it METER & 7 DAY CLOCK DRAWN S.RUDELL CHECKED ENGINEER CHECKED APPROVED APPROVED 8" CWS 8 CWS 6" CHWR 6" CHWS V 8" BFV- ---- -i■ 1M94 C 1M504 2 COUPON CORROSION TEST RACK DATE 07.31.07 1 "CA -� 8" BASKET STRAINER 1 1M94 1M503 TITLE 8'" CHWR I PRESS GAGE MECHANICAL MASTER 6"x8" EXP BFV 8" CHK. 5 "x8" EXP P -2 R2.5 L ROOF X "CW S s 1" CA DUPLEX OUTLET MEZZANINE I " CA - "'-10" DECOUPLER .._ -CW TO TRAP PRIMER 1ST FLOOR RDA' COMPL CODE ?MOVED DEC _ �p48 CSI L Q Si00 Buy SUBTITLE FIRST FLOOR SUPPORT PIPING PLANS, S ECTIONS & AREA DETAILS BUILDING 9 -101 GE\ NO NEW WORK. ALL WORK IS REMOVAL OF EXISTING PIPING AND RELOCATION OF CHILLED WATER PUMPS. 109 - 101 -1M94 109- 101 -M1M94 109 -101 -M1 M501 109 -101 -1M503 NOV 30 Z000 LCE\D -RAL R =F =RE C Mob - z 51 ° COL.P.25- R.25/22.3 -22.9 DEV. CENTER, WA SHEET JOB NO. DWG NO. \OTES CO\STRLCTIO\ AM FFIVIAN 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL n 1M504 \OT .S 109-101-1M504 DRAWI \GS 1ST FLOOR PIPING PLAN MEZZANINE PIPING PLAN MEZZANINE PLAN, SECTIONS ` Sc DETAILS 1ST FLOOR PLAN, SECTIONS Sc DETAILS RECEIVED OCT 2 3 2000 PERMIT CENTER DATE 10.22.08 COMP NO. \ ?- - V - TT T T --I ___, ----( < r ---4 ..1 ______, M1194 SYM A REVISION CHILLED" WATER UPGRADE DCA-9-08-021 BY APPROVED M. SOTURA DATE 10.22.08 SYM 12"CHWR UP STAIRWELL 12"CHWS UP 10"CHWS(BYPASS) PC IOW HPS HPS "CA TO SPRINKLER CONTROLS, SEE DETAIL M1M94 1M511 2" VENT 14" PC ( -1 / MEZZANINE 4" HWR P-8A P-8 4" HWS SWC-1 SWC-2 10" CHWR TO UH 2 SEE DWG 9-10 -M M44 M1M94 M1M50 4" HWR 11" PR AHU-216 SEE DWG 9-101 —M1M44 i" HWR i"HWR i"HWS SURGE TANK M1M94 M1M94 M1M500 1"CA'CONTINUED ON SHT. 1M94 (111:) AIR SEPARATOR M1M94 M1M500 M1M94 M1M500 M1M94 M1M500 REVISION CAP i"CA DN R.25 C—+ 1"HWR FROM UH-4 C BY APPROVED COFFMAN DATE 1" CHWR 1" CHWS M1M94 M1M500 e i ..... .""E r iAe r ” M1M94 M1M501 4" HPS 22.25 22.3 22.35 14" COMP. AIR 22.5 M1M500 M1M94 M1M501 PARTIAL PLAN VACUUM SYSTEM 22.75 24 CU FT C.A. TANK DRYER, FILTER & PRV ASS)' M1M94 M1M501 22.9 CHECKED 10" CHWR (68'-6" AFF) ENGINEER CHECKED 1:" PC FROM CRU-2 10" CHWS (68'-6" AFF) 11" PC FROM AIR SEPARATOR 4" HWR (68'-6" AFF) 4" HWS (68'-6" AFF) 3" LPS UP TO HUMIDIFIER SERVICE (70'-0" AFF) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S.RUDELL APPROVED APPROVED DATE 05.30.07 SUBTITLE Kt!, IONtO 1-01( CODE COMPLIANCE A pieTAITED DEC - 4 NOB City Of Tuimia BUILDING DIVISJ411- NOV 30 2009 M0823 cio MEZZANINE SUPPORT AREA PIPING PLAN LEG 2. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. REF TITLE MECHANICAL MASTER BUILDING 9-101 COL.R-S722 22.5 DEV. CENTER, WA SHEET \D DWG NO. CHWS CHWR HWS HWR PC A V PW ' LPS HPS \ERAL 1. EVERPURE INSURICE WATER FILTER EV9324-01 W/ EV9612-21 CO \STRUCTIO\ OTES RELOCATED CHILLED WATER PUMP WITH NEW 6"x36"x105" HOUSEKEEPING PAD (SEE 3/S572) AND NEW SUCTION DIFFUSER. INSTALL NEW 12"CHILLED WATER PIPE UP THROUGH ROOF. TRANSITION TO 10" BELOW ROOF OPENING. INSTALL NEW 10" CHILLED WATER PIPING AFTER 12"x10" TRANSITION TO INLET OF SUCTION DIFFUSERS AND OUT OF DISCHARGE OF PUMPS P-7 & P-7A. INCLUDE 10" BYPASS AND CONNECT TO EXISTING 10"CHWS. CAP EXISTING 10"CHWR PIPE. RELOCATED EXISTING TEMPERATURE AND PRESSURE SENSORS OF PUMPS P7 AND P7A SHALL BE CONNECTED" TO THE PUMP DISCHARGERE (SEE 1/M536) & CONNECTED TO THE EXISTING ROBERT SHAW/INVENSYS CONTROL PANEL. NEW PRESSURE AND TEMPERATURE SENSORS SHALL BE INSTALLED IN THE CHWR LINE NEAR THE PUMPS. RECONNECT EXISTING CHILLED WATER PIPE TO NEW 10"CHWS PIPING. - RE\ 109-101-M312 109-101-1M94 109-101-M1M500 109-101-M1M501 109-101-M1M44 109-101-M536 C \OT KEY PLAN SCALE: NONE ^ -s DRAW SUPPORT AREA FLOW DIAGRAM 1ST FLOOR PIPING PLAN MEZZANINE PIPING PLAN, SECTIONS & DETAILS PIPING PLAN, SECTIONS & DETAILS MEZZANINE SUPPORT AREA HVAC PLAN MECHANICAL DETAILS RECO/ 0,) C OFFMAN OCT 2 3 2003 N6INEEES PERMIT CENTER 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101-1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL A M1M94 JOB NO. CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT PROCESS WATER LOW PRESSURE STEAM HIGH PRESURE STEAM \ 3S 109-101-M1M94 COMP NO. a DATE 10.22.08 C C C C C C C r C I. L ,,.,' "1.. VI MINIM 111111111 A. ■Al■A_ &��� 14 rig HOOF r►� A� Apia -ice11►A ■4��A \/\/\/\r'\/1' /\/\ /\\ \ \ \ \ /\ CW HWR HWS 2" I ` I' 2 "COND. 4" HWR HPS—+-1 4. 1 0" CHWR I C Z - J SWC -3 hr.. i MEZZANINE - i I I I SYM A. BLIND FLG. DRIP LEG COMP. AIR CONN.'S CHILLED WATER UPGRADE CA 22.9 - n A ■A A a ►. *s •i IA CW -- I i "CW- - DRIP PAN HWRHWS 3 "DRAIN 4 R.25 4 "PSV VENT TO ATMOS. REVISION \/\/ MEZZANINE 10" CHWR S =CTIC� SCALE: 1 /4' = SECTIO SCALE: 1/4' = i' -0" 4" CHWS M1M500 DCA -9 -08 -021 V V, V \/ \/ \ BY "DRAIN COFFMAN SWC -2 2 RAP 4 SECTIO\ SCALE: 1/4' = 1'- 2" VENT THRU ROOF / CONTROL VALVE , 2" MAKE —UP 4 "HWS 4" HPS i 4" VAC VACUUM GAGE & TRANSDUCER (TYP. 2) 10" CHWR M1M94 T M1M94 F APPROVED 22.75 4 "PSV VENT TO ATMOS. C M. SOTURA M1M500 R . 6 MEZZANINE HPS M1M500 I , DATE ROOF 4" HWR 10.22.08 I-D SYM \. 4" HWR 10" CHWR \, V V V V V 3" FLG. FLEX CONN. (TYP. 2) A M1M94 M1M500 U DISCH ROOF SUCT S -CT10\ SCALE: 1/4' PRESS. GAGES EXTERNAL OIL as COOLER O I, DETAIL SCALE: 1/4' = 1'- ft R. (TYPICAL 2 PLACES) REVISION D M1M94 M1M500 4" HWS 4 4" HPS � 4" HWR l 10" CHWR -THERMOMETER TYPICAL & SIMILAR I (FOR 2 COOLERS) 1 � 1 M1M500 BY Z APPROVED 22.9 DATE SECTO SCALE: 1/4' = 1' -0" 22.25 ,, -- 2" VENT THRU ROOF M1M94 1 "1- SURGE TANK DRAIN -� 22.75 B Q� BOE /NG o- M1M500 10" CHWR 14 "PC 4 " H P S 14" CHWS 14"6A- 3"LPS I ( { 3 " CW ,-2" CW 10" CHWS 14' PC 4" HWR 4" HWS 3' KEYSTONE THROTTLING VALVE (TYP. 2) ° ---- 3" FLG. FLEX CONN. (TYP. 2) 22.5 S =CTI C SCALE: 1/4' = 1' -0" S =CTIO\ SCALE: 1/4' = 1' -0" ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 1" CHWS & CHWR 4" HWR 10" CHWR CHECKED ENGINEER C DRAWN S.RU DELL [CHECKED APPROVED APPROVED E M1M94 M1M500 DETAIL PARTIAL LOWER PLA\ SCALE: 1/4' = 1' -0" M1M94 M1M500 4 "CA DATE 06.05.07 _ SEE DWG. 9- 101 —M1M94 FOR CONTINUATION. 1 "CA DRAIN ROOF MEZZANINE 2" COND. VENT i" DRAIN R.25 MEZZANINE 22.75 " PC � 1 M1M94 M1M500 ROOF 22.75 CO \STR C RELOCATED CHILLED WATER PUMP WITH NEW 6 "x36 "x105" HOUSEKEEPING PAD AND NEW SUCTION DIFFUSER. INSTALL NEW 12 "CHILLED WATER PIPE UP THROUGH ROOF. TRANSITION TO 10" BELOW ROOF OPENING. INSTALL NEW 10" CHILLED WATER PIPING AFTER 12 "x10" TRANSITION TO INLET OF SUCTION DIFFUSERS AND OUT OF DISCHARGE OF PUMPS P -7 & P -7A. INCLUDE 10" BYPASS AND CONNECT TO EXISTING 10 "CHWS. CAP EXISTING 10 "CHWR PIPE. \OT PROVIDE PIPE SUPPORT FOR NEW 10" CHILLED WATER PIPING (TYP) W11:01 CODE COMPLIANCE OVED DEC - 4 2000 City Of agolia BUILDING DIVISION NOV 30 2009 LEG 2. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. TYP. 2 C MOB-25 SUBTITLE MEZZANINE SUPPORT AREA PIPING PLAN, SECTIONS & DETAILS TITLE MECHANICAL MASTER BUILDING 9 -101 COL.R -S'/22 -22.5 DEV. CENTER, WA EXTE AL 01 COOL ' BU H MO l L # • M -2 REFIRI\C DRAM \GS 109 - 101 -M1M94 MEZZANINE PIPING PLAN 109 -101 -M1 M501 MEZZANINE PLAN, SECTIONS & DETAILS DWG NO. -RAL \OT RECEIVE OCT 2 3 2008 CF E R PERMIT CENTER 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SHEET M 1 M500 JOB NO. SYMBOL DATE A 10.22.08 COMP NO. 109 - 101 - M1M500 r r c c F CHILLED WATER UPGRADE REVISION DCA -9 -08 -021 COFFMAN APPROVED M. SOTURA DATE 10.22.08 REVISION APPROVED Q� BOE /NG o- SYM ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN S.RUDELL APPROVED APPROVED DATE 6.19.07 CHECKED ENGINEER CHECKED DATE SUBTITLE TITLE MEZZANINE PIPING PLAN, SECTIONS & DETAILS MECHANICAL MASTER BUILDING 00 -101 COL. P.25- R.25/23.3 -22.9 DEV. CENTER, WA DWG NO. CURRENT REVISION SYMBOL SHEET M1M50 I JOB NO. 09- 101 - M1M501 DATE 10.22.08 COMP NO. 22 35 PC c 22.5 V A SCALE: NONE SECTIO SCALE: 1 /4' = 1' If ELEVATION (1 M1M94 M1M501 22. 75 Z7A \I \E SUPPORT AREA U -216 CO \ \ECTIG\ DIAGRAv (2 M1M94 M1M501 2. OF C M1M94 M1M500 FOR CONTINUATION SEE DWG. 9- 101 -M1M94 (TYPICAL) V E M1M94 M1 0 111-21-1-D OIL COOLER -.. DRAIN F --t (TYP 2) =ZZA\ 500 SCALE: 1/4"=1' STAIRWELL VP -2B ISOLATION VALVE -i ti ,1 VP -1A VP -1 4" VAC NOTE 1 6" VAC DN M1M94 M1M500 4" VAC I DN = 1=7 =sue: M1M94 M1M501 SUPPORT AREA V PIPING PARTIAL PLA VAC. RELIEF VALVE (TYP. 2) 22.25 22.3 1 22.35 22.5 6" VAC II DN FOR CONT. SEE DWG. 9-101 -1 M145 22.75 M1M94 M1M501 K :VItVVtu 1 CODE COMPLIANCE ROVED DEC - 4 2008 City Of Tukwila BUILDING DIVISION NO NEW WORK. ALL WORK IS REMOVAL OF EXISTING VACUUM PUMPS. NOV 3'0 2009 LEGE CW HW CHWS GE\ CHWR HWS HWR PC A V LPS VAC REFER -RAL MO82 scp COLD WATER HOT WATER CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT LOW PRESSURE STEAM PROCESS VACUUM OT 1. ROTARY VACUUM PUMP BUSCH SERIES R -5, MDL RCO 630, 25HP, 480V, (TYP. 2) 2. EXTERNAL OIL COOLER, BUSCH, MODEL # OCM -2 (TYP. 2) \C- JRAWI \GS 109- 101 -1M94 1ST FLOOR PIPING PLAN 109- 101 -1M145 1ST FLOOR PLUMBING PLAN 109- 101 -M1M94 MEZZANINE PIPING PLAN 109- 101 - M1M500 MEZZANINE PIPING PLAN, SECTIONS & DETAILS CO \STRUCTIO\ \OTES AFFF O �VI,�� 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 RECEF OCT 2 3 2000 f�IViIT CENTER r C C C C C r C u Li I: C p 0" CHW - 11 PC_ 4 VAC r 1 CA ` �3" CW RC . ` 4" HWS _ ROOF I 1 CA' ►- VENT &DRAIN q A — VENT b. '� ' , , v �� �' 11 6 VAC cw cw 3" LPS � VAC p 3 LPS » T .. _ ' _ 6 » _ it �• U , r . d� �`A 1 ::i U Q Q 1 PC ' " H C.A. STAIRWELL MEZZANINE R �, I _ SURGE TANK VAC II • I IT; D4 'T' 1 CO;;; . TANK n � BFP 4 • -.44 PRV r II EWH -1 FUNNEL DRAIN DRAINS CHILLED WATER UPGRADE REVISION DCA -9 -08 -021 COFFMAN APPROVED M. SOTURA DATE 10.22.08 REVISION APPROVED Q� BOE /NG o- SYM ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN S.RUDELL APPROVED APPROVED DATE 6.19.07 CHECKED ENGINEER CHECKED DATE SUBTITLE TITLE MEZZANINE PIPING PLAN, SECTIONS & DETAILS MECHANICAL MASTER BUILDING 00 -101 COL. P.25- R.25/23.3 -22.9 DEV. CENTER, WA DWG NO. CURRENT REVISION SYMBOL SHEET M1M50 I JOB NO. 09- 101 - M1M501 DATE 10.22.08 COMP NO. 22 35 PC c 22.5 V A SCALE: NONE SECTIO SCALE: 1 /4' = 1' If ELEVATION (1 M1M94 M1M501 22. 75 Z7A \I \E SUPPORT AREA U -216 CO \ \ECTIG\ DIAGRAv (2 M1M94 M1M501 2. OF C M1M94 M1M500 FOR CONTINUATION SEE DWG. 9- 101 -M1M94 (TYPICAL) V E M1M94 M1 0 111-21-1-D OIL COOLER -.. DRAIN F --t (TYP 2) =ZZA\ 500 SCALE: 1/4"=1' STAIRWELL VP -2B ISOLATION VALVE -i ti ,1 VP -1A VP -1 4" VAC NOTE 1 6" VAC DN M1M94 M1M500 4" VAC I DN = 1=7 =sue: M1M94 M1M501 SUPPORT AREA V PIPING PARTIAL PLA VAC. RELIEF VALVE (TYP. 2) 22.25 22.3 1 22.35 22.5 6" VAC II DN FOR CONT. SEE DWG. 9-101 -1 M145 22.75 M1M94 M1M501 K :VItVVtu 1 CODE COMPLIANCE ROVED DEC - 4 2008 City Of Tukwila BUILDING DIVISION NO NEW WORK. ALL WORK IS REMOVAL OF EXISTING VACUUM PUMPS. NOV 3'0 2009 LEGE CW HW CHWS GE\ CHWR HWS HWR PC A V LPS VAC REFER -RAL MO82 scp COLD WATER HOT WATER CHILLED WATER SUPPLY CHILLED WATER RETURN HOT WATER SUPPLY HOT WATER RETURN PUMPED CONDENSATE COMPRESSED AIR VENT LOW PRESSURE STEAM PROCESS VACUUM OT 1. ROTARY VACUUM PUMP BUSCH SERIES R -5, MDL RCO 630, 25HP, 480V, (TYP. 2) 2. EXTERNAL OIL COOLER, BUSCH, MODEL # OCM -2 (TYP. 2) \C- JRAWI \GS 109- 101 -1M94 1ST FLOOR PIPING PLAN 109- 101 -1M145 1ST FLOOR PLUMBING PLAN 109- 101 -M1M94 MEZZANINE PIPING PLAN 109- 101 - M1M500 MEZZANINE PIPING PLAN, SECTIONS & DETAILS CO \STRUCTIO\ \OTES AFFF O �VI,�� 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 RECEF OCT 2 3 2000 f�IViIT CENTER r C C C C C r C u Li I: C DIMENSIONS INSULATION LENGTH 10" TO 12" 14" TO 24" 12" 14" SHIELD LENGTH 9" 12" SHIELD STEEL GAUGE 14 ga. 14 ga. PLATE THICKNESS /LENGTH 1 /4 "x6" 1 /4 "x10" CHECK PUMP ALIGNMENT PRIOR TO START -UP BUTTERFLY SHUT -OFF VALVE NON -SLAM CHECK VALVE INSTALL IN PUMP FLANGE TAPPING OR PIPE CLOSE TO PUMP BEFORE ANY VALVE OR FITTING PRESSURE GAUGE 30 "HG -60 PSI RANGE OR 30 "HG -150 PSI IF APPLICABLE 1/2" BALL VALVES BOLT PUMP TO INERTIA BASE e CONCRETE PAD --) CONCRETE INERTIA BASE SYM CHILLED WATER PUVP DETAIL SCALE: NONE OVERLAPPING GALVANIZED SHEET METAL PROTECTION SHIELD PIPE SCALE: NONE A \G !la =Io IRS—I\SULAT 101— • I LUBRICATE PUMP PRIOR TO START -UP IN ACCORDANCE WITH MFR'S INSTRUCTIONS HANGER ROD W/ JAM NUT CLEVIS HANGER REVISION CHILLED WATER UPGRADE DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM # DCA -9 -08 -021 PIPE INSULATION - UPPER HALF OF PIPE HIGH DENSITY INSULATION INSERT LOWER HALF OF PIPE PIP COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA REMOVE START -UP STRAINER AFTER 48 HOURS OF PUMP OPERATION BUTTERFLY SHUT -OFF VALVE FLEXIBLE CONNECTOR IN PIPING FOR VIBRATIONAL ISOLATION SUCTION DIFFUSER ALLOW ROOM FOR STRAINER REMOVAL ADJUSTABLE SUPPORT ROD PROVIDE DRAIN ON PUMP CASING WHERE TAPPING IS AVAILABLE DRAIN BALL VALVE W/ HOSE CONN. VIBRATION ISOLATOR W/ SEISMIC RESTRAINTS (TYPICAL) L 1-1/4x1-1/4x 1/4 (TYPICA EACH SIDE -TAIL (2 DATE 10.22.08 11.17.08 1 M1M94,M1500IM536 - M536 SYM 1/4 1/2 0 EXP. ANCHOR WITH 3 EMBED. (TYPICAL) PIPE SUPPORT AT HEIGHT TO SUIT PIPING (SEE STRUCTURAL DRAWINGS) : _ • ---ROOF ALL - SERVICE VAPOR BARRIER ALUMINUM JACKET ADJUSTABLE PIPE ROLL & BASE 3/8" THICK STEEL PLATE WELD ALL AROUND TO PIPE PIPE SLPPORT WIT • V PIPE i METAL - CLAD INSULATION ST 4 x 11.5 W4 x 13, LENGTH TO SUIT 1/2"0 EXP. ANCHOR W /3" MIN. EMBED (TYPICAL) PIPE SUPPORT AT HEIGHT TO SUIT PIPING (SEE STRUCTURAL DRAWINGS) • 4 . PIPE SLPPORT A \C REVISION BY OR D PIPE SUPP APPROVED 4 "X 4" L . A\ CH TYP. 11 r DATE NOTE: SEE SPECIFICATIONS FOR MATERIALS ORT ROLLER ETAL - CLAD INSULATION IPE '`-- -- W4 X 13, LENGTH. TO SUIT T4X11.5 R ROOF - M536 WEIGHT DISTRIBUTION PLATE BOLT SUPPORT BASE TO STEEL PLATE WITH FOUR 3/8" DIA. BOLTS ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE MECHANICAL DETAILS TITLE MECHANICAL MASTER BUILDING 9 -101 D.C. CURRENT REVISION SYMBOL A SHEET M536 JOB NO. DATE 11.17.08 COMP NO. DWG NO. 9- 101 -M536 HEAVY GAUGE G -90 SHIELD \r 1/4 1-1/2" - 3" SELF - SEALING LAP Q��OE /NG c� - M536 BJIL FLAS IN 900 PSI STRUCTURAL INSERT FULL LENGTH -16" PIPE AND LARGER 135 PSI CALCIUM SILICATE G 9 101 A\ G @ ROOF PE EXIST. TOPPING WATERPROOFING SHEET MEMBRANE EXIST.ROOF DECK X \ETRATIO\ DETAIL MEMBRANE ROOF NOV 3 2009 r '64 - M536 EQUIPMENT STR.SUPPORT PIPE OR TUBE STEEL COL.,BASE PLATE WATER TIGHT UMBRELLA W/ SCREW CLAMP EXISTING ROOF DECK SEE STRUCT,DWG. WELDING FLAS NEW WATERTIGHT DRAW BAND WITH SCREW CLAMP. NEW BATT INSULATION PACK BETWEEN PIPE AND TERMINATION RING. 24 GA GALV.METAL ROOFING TERMINATION RING. ADJUST RING TO SIZE AND CLEARANCES REQUIRED PER DETAIL SECURE TO STRUCTURAL TOPPING. REMOVE AS REQUIRED AND REINSULATE EXISTING PIPE FOR INSTALLATION OF ROOF MEMBRANE. EXIST NG CONCRETE ROOF DECK rt0f3- I\C © PIPE SJPPORT J EQUIPMENT STR.SUPPORT PIPE OR TUBE STEEL COL.,BASE PLATE WATER TIGHT UMBRELLA W/ SCREW CLAMP EXIST CONC. POUR STRIP, TYP EXIST ROOF BEAM, TYP REVIEWED FOR CODE COMPLIANCE APPROVED DEC ® 4 2008 City Of Tukwila BUILDING DIVISION FIASHI \G @ PIP SEALANT WATERTIGHT DRW BAND W/ SCREW CLAMP NOTE: FINAL FLASHING APPROVAL TO BE GIVEN BY PSM. PROVIDE MOCK UP TO BE APPROVED BY PSM FOR EACH TYPE OF PENETRATION PRIOR TO INSTALLATION. MEMBRANE ROOFING WATERPROOFING SHEET MEMBRANE STEEL _rain r" M536 SEALANT WATERTIGHT DRW BAND W/ SCREW CLAMP NOTE: FINAL FLASHING APPROVAL TO BE GIVEN BY PSM. PROVIDE MOCK UP TO BE APPROVED BY PSM FOR EACH TYPE OF PENETRATION PRIOR TO INSTALLATION. MEMBRANE ROOFING ti WATERPROOFING SHEET MEMBRANE SUPPORT DETAIL n M536 FOFFMAN N6 NEERS PERMIT CENTER 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 EXIST PRECAST CONC ROOF PANEL, TYP SUPPORT ATTACHMENT. SEE STRUCTURAL DRAWINGS CITY OF TUKIIVILA NOV 19 2008 0 0 0 C 0 0 LIGE\D CHWS CHILLED WATER SUPPLY & RETURN CHWR AT /ABOVE CEIUNG CHWS CHILLED WATER SUPPLY & RETURN \ r i � n �� (6) ` / ' , �i , y - { I ! j � r L ) c = ` - } � `� t !' } \ � �\ i �_� (,,., I I -- C D � a \ , ...„.. f ; ` �� J j CHWR 1 I � I t ( BELOW RAISED FLOOR � , �� , , � / ) �i_ / / \‘' / `� � / `. l L , CWS \ COOLING WATER SUPPLY &RETURN . // I � MEC ,\ �/ _-� \si / J -/ / ` 1a• © ,d' /, 1 __________ __________,_________ MIST FAN 111111 30 FP _ !� • �,• / I ,a - N a 1 C ,y r m s -1 j // r F' _ —_.— AN I '' F I ,m+. 30 MGR PROOtMXS 21,003 a1, 0 Y we - ( I 12 v I it ORME nrzu xcR __ DAY IUIl _ .___ -___ \ CMS � _ _ _._ ants i — , a.l �R now AKE Fat • �i 313, . 1 I HMO � I : ..�', - �«+ 0 �_�. a , _ I i ��: - _ �. _ - i_ d• ',N.,. ' t2• OM fff N a CHAR i 2 /2'O1MS R _ A PENTHOUSE a I / tk11D 1 k12R7 R / k 1 � afMR H ct{ wS CFEIIR I � CMS arAR atMR : I d i • i • . ; .. � Ale a tr . I - / CfRS •GiNS CHMS 1 i { / � PI : OH 1 YO = ■ F =: aniR a111S Cf01R CttMt ( -- � �i� . 1 i Fl iP4�i/ ! I I J' � 1:.. 4• / � + P---r IIII �t Dos aMR Isar' ir, .- aR15 ma . ►, ' a - - - - -- :It{'. OUISOE A R ' 4., l' p a1AS CFNR ��• aiMS . ' , . to vx . , NOWA ORESnE E7fiDOPE}RIpUSEPER it am MR r off RI p , ans - ROOF ORN tlswN ro AFC! II anrtE I j „ • -- N IXI FIID PIR 1 i n 8"ONTO 1ST n.OEt • ••3 • Y 1-alw$ Y TO 8-90 et a MR • g 3, ' • 1 rte• i _ • . I IIILpN AARAPE . • i -_ r ONTO 1ST FIR s. 3 • ll �Zt �; ► ' i'J ;/ must • ` J as a . . a, .. PRO ttYF I ' i I I 1 I I. I I I . g I. __ 1 I i ' I I ! t I I I i 1 - 1 l 1 ) j I I (..../" I 1 ----- ELEVA �I ROOFING: ; SUBDECK : j ...___.._...._._-'-___ _ t FT* . _____ U LT UP " _ :__ /'.-• 4 __._._.,._.___.._.,.___ .__........._...__• »,._._,._. �f 1 / - ___ ______.__ r DOW wmlousE ♦ (SERlt5 H12OJAY : N ' fx,e1D PER Li • 9L' .' .I r COMN TO AF@CSA _. y .._ ■114 I . r i j I r ! .. OCT FIR I MANE FOR: T I N TAXE 'R 41, /? l edHWS .N. /R v t Ei ABM / / — WORST FAN •. • • • ail: • ! I ELEVATION: 51 FT ROOFING: BUILT - SIJB© GK--. 1 - -RfG} _--- I I UP I"I /' . 111 I I _ I -_- : . I - a1•R' '�,.{,� gyp_ 7�O Flat MALL 7 __.___._.____.___._.t_ r ►/ �.I ry i LVJ � ! ! ' p � F. um MOWED • ROOF ORAN _iNSUEA�ION- T ____.... .• • _ PRECA . T.CONCRETE I�.._... 4 21 - 1 WOW- 2 1 /2 • ,. -� CMS k R �---. : TO ,, • - - I . li - ---- , I - _ REF 4384 -411 t ELL V �1: /9 - _____.._____ _ _ - I - �q ROOFING: ;BUIL -UP I „ SUBDECK: 12 TECTUM ON' _ ___.._____ _ _._ ACCESS STAR f I 1 • IIIIFEHi1E .' ED . - e. mama N..EE r..._ , �.— _ , —r I 1 I 2 1/ 2 _.d.: - a , — � - _ ^ _ —_____ - -_ - -- _________________ /8 STL-- 1:-- i I I . - i , . - l f • r WiLY _ A Pr AI /R ( 9 aoG i ACCESS STAR _ . — _ T OM _ - 2 ,,.. N wit 4YRt & A��: r //r� 2 I OOMN ro 2N9 ELOOR a s � '�i� ,2• ,.. ._ , "' 4i ! 1 _--- :----- -_ - - -_ - -. YALYE T g I 1 T O I i . ; ___- _ - - - - - -- 0 ► t INS TO 3aFLOOR _ ` \ c z u clk RELEF FAN OEM RELEF FAN ® r `` , ___--- EL- EVAT�.ON;.___.5_ _�T _.____ ROOFING: BUIL -UP SUBDE • 2 TE►TUM 3 - 5/8 " ' W' an ;r 'i.:. D _-__- _ -__ - __ I 1 1 W4 • f I au, :::::::'ila I `L._ I • _.,,._..i.__..,....__ -- ..___ - - -- - ' _.� I __�__.___ -- ailR d' -- - -_ in I _ ._ - -_ __ ! ___.___ -- -_ - - -- __.___ ._ _ _:.� _.__ - - - - -- __ ' "107 1 _____ _,_.... ` \` ►� E �__ ___- �_ -_- - �" �.' �; -j _ r , �.....� , 3' TO2NDFlAOR a1� r vava (r. I E u y� I �'] r - r I ,2' TO 151 HR • a O IR a 1 1111E b �...__......... ____ _..,..._ -- _ maN E ; • Fri .- i I - ...... __ I i j I i + 'MAYES d atls 4 t r . " anR l''''.--110.11101 8U' MALL ( r� • ` ^ i 'N ans 2 t/2' S 5 h bF w I f - I J r _ .__ -I_-- ---- -- 1 . 1 000tNC II ' 11 i f NOV 3 ' 1 I I l � 0 2009 . 1 11 I � I � I - _ _ , 1�. rFA1N0 .1 2 1 2' II DOAN TO i! E Anfft mum 1 OA t O _ `__ } i —_ - r�a„5 _ -- FOR OOrRIAN„ON I ' - f ' , �••- , I r , 2 CHWS /R � �•_ { r 4 NaI8AY YW1 d nR rROU RooF � FIRST HOOK \ masa 4• • �1 1 0,4.0 RCN also l vnt M'uu '' /'. 3 i roe -,m (,02 S S I I I /SSL FOR I I / r.._,` A ("\\\ _ _._._._�� \ I I I I I i 2 NKR RAY WAIL i / SEE RFM4M FOR DRAW To a na FIOH FYAN#,IAAFA I I I I I I I I CONTINUATION I G_ \ ......... } RA L I\ OT E I CO \STRU �^ \_ �,TIO\ \OES R O O I LA \ i 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ I I 1 11110- INSTALL NEW 18" CHILLED WATER PIPE RECEIVED CITY OFTUKWILA SCALE: 1 /32' =1' - 0" INTERIOR SPACES. COFFMAN 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 © INSTALL NEW 16" CHILLED WA PIPE NOV 19 am ® INSTALL NEW 12" CHILLED WATER PIP E IT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE EL Sp cy AAso T A, r �� ACCEPTABILITY THIS THIS DESIGN AND /OR IS APPROVED DRAWN S.L. BEROSIK DATE 08.01.00 SUBTITLE CHILLED WATER SYSTEMS OVERVIEW CURRENT REVISION SYMBOL DATE 11.17.08 A — OFFICE RENOVATION J //160530 -00 RECORD DRAWING J 160530 -00 COFFMAN COFFMAN M. SOTURA M. SOTURA 12.20.06 05.04.07 D CHILLED WATER UPGRADE ADDENDUM # 1 DCA -9 -08 -021 COFFMAN M. SOTURA 11.17.08 ® CHECKED S.L. BEROSIK 08.01.00 SHEET RFM4 ; d , , h' ..� APPROVED BY DEPT. DATE ENGINEER TITLE OFFICE RENOVATION - BUILDING 9 MECHANICAL MASTER COL. A- Z/1 -19 DEV. CENTER, WA B . 9 -120 RENOVATION J #16054201 -02 COFFMAN M. SOTURA 07.12.07 CHECKED RECORD DRAWING J #16054201 -02 COFFMAN M. SOTURA 06.16.08 ` � APPR OVED JOB NO COMP Na. I C CHILLED WATER UPGRADE DCA -9 -08 -021 COFFMAN M. SOTURA 10.22.08 APPROVED DWG NO' 9- 101 -RFM4 SYM REVISION CHILLED WATER UPGRADE DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 BY COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA DATE 10.22.08 11.17.08 SYM REVISION BY APPROVED DATE ROOF PLA\ SCALE: 1/16' = 1'. -0" ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE ROOF PLAN TITLE BUILDING 9 -101 ANNEX BLDG MECHANICAL MASTER COL. D- S/19 -22 D.C. CURRENT REVISION SYMBOL A SHEET RFM4AA JOB Na DCA -9 -08 -021 DATE 11.17.08 COMP NO. DWG NO. RFM4AA �i90E /NG° SEE RFM31 FOR CONTINUATION -.) 0 N a CHWS CHWR HWS /R PIPE (WELDED) 12" 12" I 0 0 12 "CHWS /R DN APPROr. 50'-0" SEE RFM94 FOR CONTIN NOV 30 2009 20) Kcv IOW L CODE COMPLIANCE IV p ROVED DEC _ 4 2000 City Of Tukwila BUI DING DMSI MO 625(o L -G GE\ \J IRAL \OT IS 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. REFER \ C CO \STRUCTIO\ DRAW \CS \C INSTALL NEW 12" CHILLED WATER PIPE (WELDED). INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS,(SEE STRUCT, DWG 4/S572 & MECH. DWG 3/M536) 10'OR 20' O.C. (TYP). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. NOT USED. INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS, (SEE STRUCT, DWG 10/5572 & MECH. DWG. 4/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE INSTALL NEW PIPE SUPPORT BRACKET AT THE MID POINT OF VERTICAL 12" CHWS /R PIPING, SEE STRUCT. DWG 6/572. INSTALL STRUCTURAL BRACING BETWEEN 10' O.C. PIPE SUPPORTS.(SEE STRUCT. DWG 8/5573) INSTALL NEW PIPE SUPPORT BRACING WITH SADDLES, (SEE STRUCT. DWG 3/5573 & MECH DWG. 2/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. PROVIDE AUTOMATIC AIR VENTS IN CHWS /R A HI POINT. Y,:=> INSTALL BRACING PER 7/S573. ID> INSTALL NEW PIPE SUPPORT BRACING WITH SADDLES, (SEE STRUCT. DWG. 3/5573, 4/S572 & MECH. DWG, 4/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. CITYFKLA COFFMAN NOV 1 {9 2008 N 6 I N E E R S PERMIT CENTER 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 0 0 © ooe o o ® 0 IRFMI2I 0 RFMIO IRFMII IRFM16I 0 IRFMI7 m IRFM23 E IRFM29 SYM C OUTLINE OF PARAPET WALL RECORD DRAWING INSTALL PAINT BOOTH MU AHU PAINT BOOTH EXHAUST FAN CHILLED WATER UPGRADE CHWS CHWR PIPE SUPPORT 2" GAS CONNECTION TO AHU FM COMPLIANT REGUL AND GAS TRAIN. PROVIDE ISOLATION VALVE AND STRAINER AHEAD OF REGULATOR. (5 PSI), AIR HANDLING UNIT, AH2B2A OUTSIDE AIR PENTHOUSE, EXTEND PER DETAIL CONCRETE PAVERS, PERIMETER OF STR. TOPPING, TYP 3" DOWN TO AHWB5A RFMIOJM5II PENTHOUSE (SERVES AH2B5A) AIR HANDLING UNIT AH2C5A OUTSIDE AIR PENTHOUSE EXTEND PER DETAIL ( " RFMIO M5II 2 1/2"CHWS & R DN TO AH2B2A - 1111111111- 1.1uuuuniiui. 51uuuuluu.t:71 I ItIIIll IIIIIIt II I II1IIIIIIIIIIIIIIIIIIIIIIIIII - CHWR CHWS /1111111118 11111/111/ III IIIII CAPPED OPENING PENTHOUSE (SERVES AH2C2A) 3" DOWN TO AH2C5A AHRDI CHWS I CHWR --b 286 DEGREE F DRY PENDENT SPRINKLER HEAD WITH SPRINKLER GU RD. PROVIDE SEAL D FLANGE AT PIPE PENETRA ION. DIRT LEG LOTTOM OF RISER FLEX CONNECTION HWS CHWR INSPECTION & ACCESS PANEL HINGED ACCESS DOOR (BOTH SIDES) ROOF DRAIN OVERFLOW DRAIN 0-- --Ifs) ELECT, CONDUIT CHWS CHWR 0 •1111111111! als am i`\ �No 1.1 No NE we IN EN wi im No O I C ` =1111111111n REVISION 566282 -01 577653 -01 DCA -9 -08 -021 BY SR RWS RWS COFFMAN APPROVED GS : KR RWS DATE 05.28.93 08.03.06 03.10.08 M. SOTURA 10.22.08 SYM MAINTENANCE PLATFORM SEE STRUCTURAL DRAWINGS EXISTING ROOF STRUCTURAL SUPPORT BEAMS. SEE STRUCTURAL DRAWINGS MATCH LINE - FOR CONTINUATION SEE RFM1 6 REVISION BY APPROVED DATE 3' -8" EFRCI fl��fNG I" DRY SPRINKLER UP FROM FIRST FLOOR, SEE DWG IM260A 2" GAS UP FROM FIRST FLOOR, SEE DWG IM260 60/42 MAKE -UP AIR DUCT DOWN TO PAINT SPRAY ROOM, SEE DWG IMIO ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY CHECKED S.ROSSE ENGINEER DEPT. DATE S. ROSSE w DRAWN K.BUN CHECKED D.KLOTZ APPROVED K.RAMSEY APPROVED P.WOLD PARTIAL ROOF PLAN SCALE: 1/8"--C-0" DATE 8.23.91 SUBTITLE tkr.V ItN1 p LIA�OB CODE CO WED DEC - 4 2008 City Of Tu ila BUILDING 0 SI - - NOV 30 2000 M08 •.25(0 ROOF PLAN - HVAC AND PIPING LEGEND: TITLE (DISCIPLINE) MASTER BUILDING 9 -101 COL. A -E/1 -6 DEV. CENTER, WA VTR - CHWS - - CHWR - GENERAL NOTES: PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW I8 "CHWS /R (GROOVED TYPE VICTAULIC) , INSTALL NEW I6 "CHWS /R PIPING (WELDED). REBUILD METAL PARAPET WALL TO FIT AROUND NEW 18 "CHWS /R, EXISTING PIPE SUPPORT TO BE RAISED TO ALLOW SUFFICIENT AREA FOR BRACING OF NEW 18 "CHWS /R, INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS, (SEE STRUCT. DWG 2/S572 & MECH. DWG 3/M536), SPACED 10' O,C, (TYP). ATTACH NEW SUPPORT TO EXISTING, CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXLSTING ROOF STRUCTURE, EXISTING BRIDGE STAIRS TO BE REVISED TO ENABLE WALKING ABOVE PIPE. NOT USED. INSTALL 18" VICTAULIC ELBOW (2 TYP) 9":1> INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS, (SEE STRUCT. DWG 10/5572 & MECH, DWG 4/M536), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. 10 INSTALL NEW I0 VICTAULIC VALVE, PROVIDE AUTOMATIC AIR VENTS IN CHWS /R AT HIGH POINT. PROVIDE 16" VICTAULIC VALVE, 2 TYP, INSTALL VERTICAL PIPE SUPPORT BRACKET, (SEE STRUCT DWG. 7/5572). CURRENT REVISION _� RFM10 JOB NO. DWG NO. VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER BUTTERFLY VALVE <EYPLA\ NO SCALE q 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL DATE C 10.22.08 9- 101 -RFM10 RECEIVEP OCT 2 3 2000 PERMIT CENTEI COMP NO. T T T T 71 -Y T T T Y RFM10 ' A% RFM'1 � � RFM12 RFM13 RFM14 RFM15 ---1 - H RFM1W RFM17 RFM18 RFM19 RFM20 RFM21 RFM22 I RFM2J3 RFM24 RFM25 RFM26 RFM27 RFM28 RFM2'1 RFM30 RFM31 RFM32 RFM34 -- RFMY. RFM36 RFM37 RFM38 RFM39 y RFM40 RFM41 RFM42 RFM43 RFM44 R F M45 RFM46 RFM47 SYM RECORD DRAWING MDL RELOCATION 16 "CHWS /R PIPE WELDED) 11111111111111nP-oIIIIIIIIIIIIIIIIh: l � 11111111_111111M-9111111111 8 "CHWS & R ELECT. CONDUIT CHWS CHWR ELECT, CONDUIT CHWS CHWR I IIII I II I1 1111111 11[1 1111 II CHWS CHWR 2 1/2"CHWS & R DN TO AH2 G3A - 6 "CHWS 6 "CHWR CHWS CHWR CHWR -+` CHWS - +- 3 "CHWS & R DN TO 2ND FLOOR PIPING LOOP - OUTSIDE AIR PENTHOUSE EXTEND P DETAIL 6 RFMII M5 I I RFMIAM586 ( RFMIIM586 CHILLED WATER UPGRADE REVISION J #100082 =00/01 DCA -9 -08 -021 BY SR DLR COFFMAN APPROVED GS KR M. SOTURA DATE .5.28.93 10.22.08 SYM 4 .14E 1 Er49E Fatt41 P rn EXHAUST i ! 1 i REVISION BY APPROVED DATE MATCH UNE - FOR CONTINUATION SEE RFM17 �BOE /NG° ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. PAULSON CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED CV w PARTIAL ROOF PLAN SCALE: I /8 " =i' -0" DATE 01.05.01 01.05.01 SUBTITLE TITLE 5 9 MECHANICAL MASTER tktv t. pLip,N CODE CE �'� DEC - 4 20 COI Ot Tu1 ih BUILDING GI NOV 3 0 2009 MO 8 ROOF PLAN - HVAC AND PIPING MDL RELOCATION BUILDING 9 -101 COL. 14- 19 /L -R LEGEND: VTR - CHWS - - CHWR - -p- -041- GENERAL NOTES: D.C. CURRENT REVISION SHEET JOB NO. DWG NO. VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW 16" CHILLED WATER PIPE (WELDED). INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS,(SEE STRUCT, DWG 2/S572 & MECH. DWG. 3/M536) SPACED 10' O,C,(TYP), ATTACH NEW SUPPORT TO EXISTING, CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. EXISTING BRIDGE STAIRS TO BE REVISED TO ENABLE WALKING ABOVE PIPE. INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION. INSTALL NEW 16" VICTAULIC ELBOW WITH FLEXIBLE COUPLING W77. INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG 1/5572 & MECH, DWG, 3/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. ROOF KEY PLAN COFMAN F SYMBOL RFMII 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 B 9 -101 -RFM11 DATE COMP NO. FlEai E, OCT 232000 PEI IViIT CENTER 10.22.08 C c M6A SYM A B C 3 "CHW REVISION AIR FRAME CONF. ROOM J #147024 -02 MDL RELOCATION J #100082 -00/01 CHILLED WATER UPGRADE DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 KGP DLR COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA DATE 01.05.01 10.22.08 11.17.08 SYM REVISION BY APPROVED DATE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. PAULSON CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED DATE 01.05.01 01.05.01 [ IAL ROOF 6' \C DE CO MPLI A ANCE DEC - City Of Tulk►la WILDING DIVISION PLAN NOV SO 2009 NO82s SUBTITLE ROOF PLAN - HVAC AND PIPING TITLE MECHANICAL MASTER MDL RELOCATION BUILDING 9 -101 COL. J -N /1 -6 D.C. LEGEND: VTR VENT THROUGH ROOF CHWS — CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER — CHWR — GENERAL NOTES: 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG 9/SS572 & MECH, DWG, 3/M536) SPACED 10' OR 20'O.C,(TYP), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, ELDE INSTALL NEW 16" CHILLED WATER PIPE INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION, INSTALL 16" VICTAULIC ELBOW WITH FLEXIBLE COUPLING W77. INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS, (SEE STRUCT. DWG I0/S572 AND MECH. DWG 4 /M536),CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. PROVIDE AUTOMATIC AIR VENTS IN CHWS /R AT HIGH POINT, INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG 1/5572 & MECH. DWG 3/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORT WITH EXISTING SUPPORTS IN THIS LOCATION. ROOF KEY PLAN CURRENT REVISION QFFMAN I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL J SHEET RFM12 JOB NO. 15 RECEIVED CITY OF TUKWILA NOV 1491008 PERMIT CENTER DATE 11.17.08 M6B COMP NO. DWG NO. 9- 101 -RFM12 • Q,�BOE /NG G' a C C C C C PARAPET WALL f RFM1I0 RFM11 RFM14 1 RFM15 / RFM13 7 � ��// R. I II RFM1F RFM18 RFM19 RFM20 RFM21 RFM22 RFM2$ I I RFM24 RFM25 RFM26 RFM27 RFM28 RFM29) RFM30 RFM31 RFM32 RFM34 IIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIII 4 RFM3, RFM36 RFM37 RFM38 RFM39 I RFM40 RFM41 411 RFM43 RFM44 4 RFM46 RFM47 11111 11111 C 1 - 11111 11111 1 gm [11 FAN C n g li ., :� MI I III I 111 II NI 2 NI I A le 11111 11111 4 `' .-.' 11111 - 11111 3 16 „ CHWS ■ , „ 16 CH WR II 4 `�/ ®: ® � RFM12 `--- M586 lkh mg,. _ 11111111111111111! — — me um s L INTAKE FOR A : .1. . . . . y \ : t__ \ 1111111111 . ... �`� p INTAKE FOR Q - - (3 `.) u . 7 ) AH2 ' „ RFM12 M586 AH2K2A _ RFM12 J2A Im E L � E M586 T,0,P @ 46” _ m11111i1111n „ 777 _ - J i i _ I � 6 „ +, I i I i i i i i 1 I _ I c� t 6 " I CHWS I I '-q CHWR I I I „ 6 „ 3 2 - - CHWR 2 CHWR 3 — CHWS --� . � iiii p mu o o RFM12 M586 RFM12 M586 RFM12 M586 RFM12 M5:• — _....■... I o Emu ROOF VENT (T)P) am = ow EN m C NE NI Ifllllllllll I (IIIIIIII Iilllllllllllill[I(IIII(III .1[1 1.1 1. I_ I(1III1IIIiIIIII_. _ in me ° _ PIPE (WELDED) I u9 111 16 " CHWS /R 1 3" 3 1111111111. „ , CHWR 3 „ � CHWS o —� CHWR NE gm 11. im I. I. ow 0 II I O CAAU _ ) (IIIIIIII 2IIIIIIIiII� Ct _ I - _ V _ � _ V _ _ - m 1111111 ' n «5 V�j IIIIIIII - [IIIIIIII U �, 2 1 / SEE DRAWINGS CAP J ARCHITECTURA OVER U =OR RO F F-�4-4D OPENING fr i l iui -3 1 ow 1111/./111111 C C i o ow =11�= __7 X i / ■ . OUTSIDE INTAKE .AIR FOR o PAR AH2 -, -► J4A II = SCALE: =III III NE EN al ma _ _ / // SYM A B C 3 "CHW REVISION AIR FRAME CONF. ROOM J #147024 -02 MDL RELOCATION J #100082 -00/01 CHILLED WATER UPGRADE DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 KGP DLR COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA DATE 01.05.01 10.22.08 11.17.08 SYM REVISION BY APPROVED DATE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. PAULSON CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED DATE 01.05.01 01.05.01 [ IAL ROOF 6' \C DE CO MPLI A ANCE DEC - City Of Tulk►la WILDING DIVISION PLAN NOV SO 2009 NO82s SUBTITLE ROOF PLAN - HVAC AND PIPING TITLE MECHANICAL MASTER MDL RELOCATION BUILDING 9 -101 COL. J -N /1 -6 D.C. LEGEND: VTR VENT THROUGH ROOF CHWS — CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER — CHWR — GENERAL NOTES: 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG 9/SS572 & MECH, DWG, 3/M536) SPACED 10' OR 20'O.C,(TYP), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, ELDE INSTALL NEW 16" CHILLED WATER PIPE INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION, INSTALL 16" VICTAULIC ELBOW WITH FLEXIBLE COUPLING W77. INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS, (SEE STRUCT. DWG I0/S572 AND MECH. DWG 4 /M536),CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. PROVIDE AUTOMATIC AIR VENTS IN CHWS /R AT HIGH POINT, INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG 1/5572 & MECH. DWG 3/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORT WITH EXISTING SUPPORTS IN THIS LOCATION. ROOF KEY PLAN CURRENT REVISION QFFMAN I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL J SHEET RFM12 JOB NO. 15 RECEIVED CITY OF TUKWILA NOV 1491008 PERMIT CENTER DATE 11.17.08 M6B COMP NO. DWG NO. 9- 101 -RFM12 • Q,�BOE /NG G' a C C C C C f RFM1I0 RFM11 RFM14 1 RFM15 / RFM13 7 � ��// RFM1 I II RFM1F RFM18 RFM19 RFM20 RFM21 RFM22 RFM2$ I I RFM24 RFM25 RFM26 RFM27 RFM28 RFM29) RFM30 RFM31 RFM32 RFM34 L- RFM3, RFM36 RFM37 RFM38 RFM39 RFM40 RFM41 RFM42 RFM43 RFM44 RFM45 RFM46 RFM47 SYM A B C 3 "CHW REVISION AIR FRAME CONF. ROOM J #147024 -02 MDL RELOCATION J #100082 -00/01 CHILLED WATER UPGRADE DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 KGP DLR COFFMAN COFFMAN APPROVED M. SOTURA M. SOTURA DATE 01.05.01 10.22.08 11.17.08 SYM REVISION BY APPROVED DATE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. PAULSON CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED DATE 01.05.01 01.05.01 [ IAL ROOF 6' \C DE CO MPLI A ANCE DEC - City Of Tulk►la WILDING DIVISION PLAN NOV SO 2009 NO82s SUBTITLE ROOF PLAN - HVAC AND PIPING TITLE MECHANICAL MASTER MDL RELOCATION BUILDING 9 -101 COL. J -N /1 -6 D.C. LEGEND: VTR VENT THROUGH ROOF CHWS — CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER — CHWR — GENERAL NOTES: 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG 9/SS572 & MECH, DWG, 3/M536) SPACED 10' OR 20'O.C,(TYP), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, ELDE INSTALL NEW 16" CHILLED WATER PIPE INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION, INSTALL 16" VICTAULIC ELBOW WITH FLEXIBLE COUPLING W77. INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS, (SEE STRUCT. DWG I0/S572 AND MECH. DWG 4 /M536),CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. PROVIDE AUTOMATIC AIR VENTS IN CHWS /R AT HIGH POINT, INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG 1/5572 & MECH. DWG 3/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORT WITH EXISTING SUPPORTS IN THIS LOCATION. ROOF KEY PLAN CURRENT REVISION QFFMAN I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL J SHEET RFM12 JOB NO. 15 RECEIVED CITY OF TUKWILA NOV 1491008 PERMIT CENTER DATE 11.17.08 M6B COMP NO. DWG NO. 9- 101 -RFM12 • Q,�BOE /NG G' a C C C C C SYM B C D �J 11111111111111 v i� — II C 0 G 11111111 REVISION REL. F -22 SYS /INSTR j #180373 -00 MDL RELOCATION J #1000082 -00/01 CHILLED WATER UPGRADE DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 0 C— C- 1111111111111111 11111 11.11111 BY KGP DLR COFFMAN COFFMAN APPROVED RWS /DOT M. SOTURA M. SOTURA DATE 4/30/99 01.05.01 10.22.08 11.17.08 0 SYM 0 L— CO c -+-flay c-41><H REVISION 6 16 "CHWS /R PIPE (WELDED) 2"CHWS R PIPE WELDED BY APPROVED H111 IIIIF— IFIII IIIII— DATE O 6" CHWS — O sag — C — ■ C RFM18 M586 RFM18 M586 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. BUN CHECKED ENGINEER CHECKED R.SQUIRES APPROVED E.CARRIGAN APPROVED DATE 11/4/97 SUBTITLE TITLE MECHANICAL MASTER ROOF PLAN - HVAC AND PIPING BUILDING 9 -101 COL. J— N/6 -11 D.C. CURRENT REVISION SHEET JOB NO. DWG NO. SYMBOL RFM18 9- 101 — RFM18 DATE 11.17.08 M6D COMP NO. 6" CHWS RFM18 M586 RFM18 M586 RFM18 M586 Q� �90E /NG C' —D n RFM18 M586 ■ CHWR :11111111 0 0 D I I — IMMIX RFM18 M586 RFM18 4560 -M7 Greenheck Model #TCBRU— I —I2 -10 inline centrifugal upblast roof fan rated to 1600 cfm @0.75" we esp, with I hp 460 v 3 motor mounted on factory curb b.9 Ktv ttvv t� APP CODS 0 �, t,4 D - 4 201 Cit Of Tu ila BUILDING D SION PARTIAL ROOF PLAN SCALE: I/8 " =1' -0" INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG 9/S572 & MECH. DWG 3/M536) SPACED 10' OR 20' O.C.(TYP). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. ©" Mob -zs10 LEGEND: VTR VENT THROUGH ROOF CHWS -- CHILLED WATER SUPPLY CHWR — CHILLED WATER RETURN VALVE, OPEN /CLOSED — I`,� - LIFT CHECK VALVE PIPE REDUCER --DQ— -1►411- GENERAL NOTES: 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW 16" CHILLED WATER PIPE WELDED). INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION. INSTALL 16xI2 PIPE REDUCER. INSTALL 12" CHILLED WATER PIPE (WELDED). INSTALL NEW 12 VICTAULIC ISOLATION VALVES. RFM10 RFM1p 000 RFM1 ;RFMI8RFM19 RFM20 / RFM11 RFM12 RFM13 RFM14 RFM22 RFM2$ RFM24 RFM25 RFM26 I RFM3 IRFM40 RFM36 RFM37 RFM41 RFM42 RFM43 RFM15 j RFM211 RFM27 RFM28 RFM2q RFM30 RFM31 RFM32 RFM34 RFM38 RFM39 RFM44 FM45 RFM46 RFM47 4 Q - 22 - 23 RECEIVED CITY OF TUKWILA NOV 1r9 2008 COFFMAN PERMIT CENTER 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 C a SYM 11111111I11I1111111111111111I11II1IffilIIMIHIIII 91111101111111 111111111 HWS /R PIPE (WELDED) ACCESS STAIR # ACCESS - 1111111111- STAIR # WINK im NE EN WI 1 21111111111§ • _ • _ IN MK ME NIB ME OM - _ ME EMI NM • MN • ME _ — _ ■ COOLED DENSER 1 1111111 REVISION MDL RELOCATION - PERMIT J #100082 -00/01 MDL RELOCATION - PROGRESS SET J #100082 -00/01 MDL RELOCATION CONSTRUCTION ISSUE J #100082 -00/01 MDL RELOCATION - POST- CONSTRUCTION ISSU100082 -00/01 CHILLED WATER UPGRADE DCA -9 -08 -021 BY DLR DLR DLR DLR COFFMAN APPROVED RP RP RP M. SOTURA DATE 11.10.00 11.30.00 12.08.00 01.05.01 10.22.08 SYM REVISION CHILLED WATER UPGRADE ADDENDUM # DCA -9 -08 -021 OVERFLOW DRAT ROOF VENT BY COFFMAN APPROVED M. SOTURA EXPA JOIN ROOF DRA -11111111111111111 24 PARTIA SCALE: 1/8" DATE 11.17.08 6' O NSION T RFM24 M586 M586 CHWR IN 1' -0" ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED DATE 12.08.00 12.08.00 SUBTITLE ROOF PLAN HVAC AND PIPING TITLE MECHANICAL MASTER MDL RELOCATION BUILDING 9 -101 COL. 11- 15 /J -N D.C. CURRENT REVISION SYMBOL F SHEET RFM24 JOB NO. DATE 11.17.08 M7 COMP NO. DWG NO. 9- 101 -RFM24 - rtt _ L — 1 — r 4 —'t— 1 i OA - +-4- .1.. OA MAU -M 14B MAU -M 14A e l i AVIZEZAW ° 5 RFM24 M586 2 RFM24 M586 x N CONT. ON RFM30 N x N OA 'E 0 RTU -N 14A (I) UNIT HEATERS (PROVIDED WITH UNIT) WI MAN t p LIANCE C ODE CONS Ai PR VED DEC - 4 2008 CO Of Tukwila BUILDING DIVISION NOV 3 0 2009 M LEGEI\ D: - CHWS - - CHWR - -t- --►' VTR VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER GENERAL NOTES: PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. ROOF CURB DETAIL CONSTRUCTION NOTES: INSTALL NEW 12" CHILLED WATER PIPE WELD D) INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG 9/5572 & MECH. DWG, 3/M536) SPACED 10' OR 20' O.C,(TYP). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION. ROOF KEY PLAN qFFPQ 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 RECEIVED CITY OF TUKWILA NOV 1(9 ZUUti PERMIT CENTER CC C C 1 RFM10 1 RFM 1 1 1 RFM12 RFM13 RFM14 RFM15 RFM1 RFM1 RFM18 RFM19 RFM20 RFM21 RFM22 RFM2 173 RFM25 RFM26 RFM27 RFM28 RFM21 RFM30 RFM31 RFM32 RFM34 - RFMY RFM36 RFM37 RFM38 RFM39 IRFM40 RFM41 RFM42 RFM43 RFM44 RFM45 RFM46 RFM47 SYM 11111111I11I1111111111111111I11II1IffilIIMIHIIII 91111101111111 111111111 HWS /R PIPE (WELDED) ACCESS STAIR # ACCESS - 1111111111- STAIR # WINK im NE EN WI 1 21111111111§ • _ • _ IN MK ME NIB ME OM - _ ME EMI NM • MN • ME _ — _ ■ COOLED DENSER 1 1111111 REVISION MDL RELOCATION - PERMIT J #100082 -00/01 MDL RELOCATION - PROGRESS SET J #100082 -00/01 MDL RELOCATION CONSTRUCTION ISSUE J #100082 -00/01 MDL RELOCATION - POST- CONSTRUCTION ISSU100082 -00/01 CHILLED WATER UPGRADE DCA -9 -08 -021 BY DLR DLR DLR DLR COFFMAN APPROVED RP RP RP M. SOTURA DATE 11.10.00 11.30.00 12.08.00 01.05.01 10.22.08 SYM REVISION CHILLED WATER UPGRADE ADDENDUM # DCA -9 -08 -021 OVERFLOW DRAT ROOF VENT BY COFFMAN APPROVED M. SOTURA EXPA JOIN ROOF DRA -11111111111111111 24 PARTIA SCALE: 1/8" DATE 11.17.08 6' O NSION T RFM24 M586 M586 CHWR IN 1' -0" ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED DATE 12.08.00 12.08.00 SUBTITLE ROOF PLAN HVAC AND PIPING TITLE MECHANICAL MASTER MDL RELOCATION BUILDING 9 -101 COL. 11- 15 /J -N D.C. CURRENT REVISION SYMBOL F SHEET RFM24 JOB NO. DATE 11.17.08 M7 COMP NO. DWG NO. 9- 101 -RFM24 - rtt _ L — 1 — r 4 —'t— 1 i OA - +-4- .1.. OA MAU -M 14B MAU -M 14A e l i AVIZEZAW ° 5 RFM24 M586 2 RFM24 M586 x N CONT. ON RFM30 N x N OA 'E 0 RTU -N 14A (I) UNIT HEATERS (PROVIDED WITH UNIT) WI MAN t p LIANCE C ODE CONS Ai PR VED DEC - 4 2008 CO Of Tukwila BUILDING DIVISION NOV 3 0 2009 M LEGEI\ D: - CHWS - - CHWR - -t- --►' VTR VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER GENERAL NOTES: PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. ROOF CURB DETAIL CONSTRUCTION NOTES: INSTALL NEW 12" CHILLED WATER PIPE WELD D) INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT, DWG 9/5572 & MECH. DWG, 3/M536) SPACED 10' OR 20' O.C,(TYP). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION. ROOF KEY PLAN qFFPQ 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 RECEIVED CITY OF TUKWILA NOV 1(9 ZUUti PERMIT CENTER CC C C SYM C (NEW) 3" INSULATED CHWS /CHWR SEE DWG. 109 -101- 4954 -M -1 FOR CONTINUATION _ NE _ _ iIr ________ an min 1 :Aga 1111111=MPildiVRIIII ai= ni m .1IIIIIIIIIII1IIOIIOIH11IHIIIIIIIIIIIIIi000ilIII0000 RFM30 ISTING ROOF -TOP UVERED PENTHOUSE NG COIL G COIL RJ 17A RFM30 A011ii111i��1L1,11.�. ME ME ME NM : - - - - - - _ NE ME ME - - ME ME ME MN 1111 _ _ ME _ I II •- "U _ _ - _ - _ _ : L lira _ •• MI _ _ _ -I I - 1 II M - - �- C Mill : - MI =1111 E == MI ME 4- LI i ll 1111• M IMI - _ 1_ MIN MI IN ■.I. ISM : M ME .� I EMN l MI 1 MIIIII IIMMIIIII II 1 :: rill NM • I .' i_ = 11 11•1111111 :1 ii • :I =_= :i 1111 ■.: 4: VII II : ■_ 1111111 1. �mion ,4111111181111111■ • - • _ _ _ NM ME ME ME ME ME 11 I ■11111111111111 ■1_ M"'"'I"'o"'1""„I :1111111111111111111 EXISTING RO LOUVERED P FILTER AND PULL SPACE OUTSIDE AIR RFM30 M586 REVISION MDL LAB RELOCATION - PERMIT SET J #100082 -00/01 MDL LAB RELOCATION - REVISION J #100082 -00/01 MDL LAB RELOCATION - CONSTRUCTION ISSUE) #100082 -00/01 MDL RELOCATION - POST -BID ISSUE J # 1000 82 -00/0 CHILLED WATER UPGRADE DCA -9 -08 -021 BY DLR DLR DLR DLR COFFMAN APPROVED RP RP RP M. SOTURA DATE 11.10.00 11.30.00 12.08.00 01.05.01 10.22.08 SYM ME IM ME C : _ : : : : : : ME _ C Ell Ell1 MI NI NI EIS MIll MI IME ME ME : : NI - _ IIIII NI Effil ME MII NM ME ME EN ME NM IN MN 111 MI IM 1111 MI IIulllhuII= PARTIAL VAC ROOF PLA\ REVISION CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 BY COFFMAN APPROVED M. SOTURA DATE 11.17.08 FM30 M586 ROOF PEN. GOOSENECK ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER CHECKED DATE 12.08.00 12.08.00 APPROVED APPROVED SUBTITLE TITLE MECHANICAL MASTER ROOF PLAN - HVAC AND PIPING MDL RELOCATION BUILDING 9 -101 COL J- N/15 -19 D.C. CURRENT REVISION SHEET JOB NO. DWG NO. SYMBOL RFM30 9- 101 -RFM30 DATE 11.17.08 M8 COMP NO. RFM30 4 I e �BOE /NG° — CONT ON RFM24 1 i 1 —1 - - I- 4 4 6" CHWR I- I I I I 6" CHWS I 4 HWS-1 1 RFM24 M586 4 1 IIII11111I111111 !IIIIIIIIIIIII1P1IIII •.• 84 "x84" 72 "x42" - CONT'D DN ON M2M30 MA DUCTS OVE SA DUCT CONT'D ON RFM30 RFM24 M586 2" CHWS & R DN EX. OPENING Ktv'itOMp CODE C DEC - 4 20118 City Orrul ila BOUM MOM Mob - zscp LEGEND: VTR CHWS — CHWR GENERAL NOTES: VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. 2 -1/2" HWS /HWR DOWN THROUGH ROOF. SEE DRAWING 109 - 101 -207 FOR CONTINUATION. CONNECT 2 -1/2" HWS /HWR TO AH -RJ18A HEATING COIL. SEE DETAIL 3" CHWS /CHWR, CONNECT TO AH-RJ18A COOLING COIL. SEE DETAIL RFM30 M529 CONSTRUCTION NOTES: INSTALL NEW 12 CHILLED WATER PIPE WELDED), INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG 9/S572 & MECH. DWG, 3/M536) SPACED 10' OR 20' O.C.(TYP), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION. INSTALL NEW PIPE SUPPORT BRACING WITH SADDLES, (SEE STRUCT. DWG 9/5572 & MECH, DWG 2/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. ROOF KEY PLAN C qFFMAN I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 RECEIVED CITY OF TUKWILA NOV 1 9 2008 PERMIT CENTER C a 0 0 0 C 0 ' T RFM1 RFM11 RFM12 RFM13 RFM14 1 RFM15I RFM1 RFM1 1 RFM18 RFM19 RFM20 RFM21I RFMA2 RFM2J RFM24 RFM25 RFM26 RFM27 RFM2■ 1 1RFM24 RFM32 RFM34 ((( RFM31 RFMY RFM36 RFM37 RFM38 RFM39 rFM40 RFM41 RFM42 RFM43 RFM44 ( R RFM46 RFM47 SYM C (NEW) 3" INSULATED CHWS /CHWR SEE DWG. 109 -101- 4954 -M -1 FOR CONTINUATION _ NE _ _ iIr ________ an min 1 :Aga 1111111=MPildiVRIIII ai= ni m .1IIIIIIIIIII1IIOIIOIH11IHIIIIIIIIIIIIIi000ilIII0000 RFM30 ISTING ROOF -TOP UVERED PENTHOUSE NG COIL G COIL RJ 17A RFM30 A011ii111i��1L1,11.�. ME ME ME NM : - - - - - - _ NE ME ME - - ME ME ME MN 1111 _ _ ME _ I II •- "U _ _ - _ - _ _ : L lira _ •• MI _ _ _ -I I - 1 II M - - �- C Mill : - MI =1111 E == MI ME 4- LI i ll 1111• M IMI - _ 1_ MIN MI IN ■.I. ISM : M ME .� I EMN l MI 1 MIIIII IIMMIIIII II 1 :: rill NM • I .' i_ = 11 11•1111111 :1 ii • :I =_= :i 1111 ■.: 4: VII II : ■_ 1111111 1. �mion ,4111111181111111■ • - • _ _ _ NM ME ME ME ME ME 11 I ■11111111111111 ■1_ M"'"'I"'o"'1""„I :1111111111111111111 EXISTING RO LOUVERED P FILTER AND PULL SPACE OUTSIDE AIR RFM30 M586 REVISION MDL LAB RELOCATION - PERMIT SET J #100082 -00/01 MDL LAB RELOCATION - REVISION J #100082 -00/01 MDL LAB RELOCATION - CONSTRUCTION ISSUE) #100082 -00/01 MDL RELOCATION - POST -BID ISSUE J # 1000 82 -00/0 CHILLED WATER UPGRADE DCA -9 -08 -021 BY DLR DLR DLR DLR COFFMAN APPROVED RP RP RP M. SOTURA DATE 11.10.00 11.30.00 12.08.00 01.05.01 10.22.08 SYM ME IM ME C : _ : : : : : : ME _ C Ell Ell1 MI NI NI EIS MIll MI IME ME ME : : NI - _ IIIII NI Effil ME MII NM ME ME EN ME NM IN MN 111 MI IM 1111 MI IIulllhuII= PARTIAL VAC ROOF PLA\ REVISION CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 BY COFFMAN APPROVED M. SOTURA DATE 11.17.08 FM30 M586 ROOF PEN. GOOSENECK ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER CHECKED DATE 12.08.00 12.08.00 APPROVED APPROVED SUBTITLE TITLE MECHANICAL MASTER ROOF PLAN - HVAC AND PIPING MDL RELOCATION BUILDING 9 -101 COL J- N/15 -19 D.C. CURRENT REVISION SHEET JOB NO. DWG NO. SYMBOL RFM30 9- 101 -RFM30 DATE 11.17.08 M8 COMP NO. RFM30 4 I e �BOE /NG° — CONT ON RFM24 1 i 1 —1 - - I- 4 4 6" CHWR I- I I I I 6" CHWS I 4 HWS-1 1 RFM24 M586 4 1 IIII11111I111111 !IIIIIIIIIIIII1P1IIII •.• 84 "x84" 72 "x42" - CONT'D DN ON M2M30 MA DUCTS OVE SA DUCT CONT'D ON RFM30 RFM24 M586 2" CHWS & R DN EX. OPENING Ktv'itOMp CODE C DEC - 4 20118 City Orrul ila BOUM MOM Mob - zscp LEGEND: VTR CHWS — CHWR GENERAL NOTES: VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. 2 -1/2" HWS /HWR DOWN THROUGH ROOF. SEE DRAWING 109 - 101 -207 FOR CONTINUATION. CONNECT 2 -1/2" HWS /HWR TO AH -RJ18A HEATING COIL. SEE DETAIL 3" CHWS /CHWR, CONNECT TO AH-RJ18A COOLING COIL. SEE DETAIL RFM30 M529 CONSTRUCTION NOTES: INSTALL NEW 12 CHILLED WATER PIPE WELDED), INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG 9/S572 & MECH. DWG, 3/M536) SPACED 10' OR 20' O.C.(TYP), CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. INSTALL NEW 6 "CHWS /R PIPING & VICTAULIC VALVES FOR FUTURE CONNECTION. INSTALL NEW PIPE SUPPORT BRACING WITH SADDLES, (SEE STRUCT. DWG 9/5572 & MECH, DWG 2/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. ROOF KEY PLAN C qFFMAN I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 RECEIVED CITY OF TUKWILA NOV 1 9 2008 PERMIT CENTER C a 0 0 0 C 0 T T T T T--'" T T T RFM10 RFMj1 RFM12 RFM13 RFM14 RFM15 RFM16 RFM17 RFM18 RFM19 RFM20 RFM21 RFM22 I RFM2i3 RFM24 RFM25 RFM26 RFM2 RFM28 RFM2 RFM30 l / /� / M25 RFM32 RFM34 RFM31 -- RFM3E RFM36 RFM37 RFM38 RFM39 RFM40 RFM41 RFM42 RFM43 RFM44 R RFM RFM47 RFM31 2 "HWS &RDN EX. OP 27 "X27" CONT ON RFM30 11 1 111 11111111111111111111111111111111E IIIur 111111 180 GOOSENECK TOP ® 2' -6" A.F.F. ; , ► j,VIIIMIIiE elln M EN I PENTHOUSE LI UVER, TYP 4" TUBESTEEL SUPPORT DED TO 4" TS AT ENDS. RFM31 CHWS 12" CHWR .unlInhui - 11.... I Ir Im r. in A e i MI I n�►• le ■ tm - - I:111111111i: 1 :11111111112 E (WELDED) ACCESS STAIR # RFM31 M585 �ran�a��iw „ OM. Web 1 � �l M11111111111111�� 11111111111111111h• uuuI11111111111111111111111111111111111111111111i '�I� 11111 - � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiIIII , II , SYM A B D E P —N 15A 27 "x27" DN (EXIST. ROO —10" (2 TYP) OPENING 10 -0" REVISION MDL RELOCATION - PERMIT J #100082 -00/01 MDL RELOCATION - REVISION J #100082 -00/01 MDL RELOCATION - CONSTRUCTION ISSUE J #100082 -00/01 MDL RELOCATION - POST- CONSTRUCTION ISSU1100082 -00/01 CHILLED WATER UPGRADE DCA -9 -08 -021 4" TUBESTEEL SUPPORT UCTURE SIMILAR TO DETAIL M586 WITHOUT PIPE LLERS. �► 12" CHWS /R DN APPROX. 13' -0" (TYP 2) SEE RFM4AA FOR CONTINUATION BY DLR DLR DLR DLR COFFMAN APPROVED RP RP RP M. SOTURA DATE 11.10.00 11.30.00 12.08.00 01.05.01 10.22.08 ACCESS LADDER SYM F ASI #13 20 "0 STACK. EF —P14A PARTIAL ROOF SCALE: 1/8 " =1' -0" REVISION CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 ASI #5. ACCESS PLATFORM BY COFFMAN 18 "0 DUCT THROUGH EXIST. 24 "X24" OPENING IN ROOF. RFI# 136 LOUVERS REQUIRED IN C (2) SECTIONS OF THIS MECHANICAL PENTHOUSE RFM31 M585 APPROVED M. SOTURA ASI #29 EF —R18A RFM DATE 11.17.08 ENTER 31 M585 ACCEPTABILITY NS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. HAWKINS CHECKED K. PAULSON ENGINEER CHECKED APPROVED APPROVED DATE 12.08.00 12.08.00 NOV 3 0 2009 INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG 9/S572 & MECH. DWG. 3/M536) SPACED 10' OR 20' O,C.(TYP). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. MOS2S(o KtV 1tvvM PLIAI�CE CODE COMPLIANCE DEC - 4 200 City OfTukw'ial BUILDING DIVISION 1 A I ROOF KEY PLAN SUBTITLE ROOF PLAN - HVAC AND PIPING TITLE MECHANICAL MASTER MDL RELOCATION BUILDING 9 -101 COL. N- S/15 -19 D.C. LEGEND: VTR CHWS — CHWR — -pc}— —►•I - GENERAL NOTES:. CONT. DN ON M2M31 CONT. ON RFM30 VENT THROUGH ROOF CHILLED WATER SUPPLY CHILLED WATER RETURN VALVE, OPEN /CLOSED LIFT CHECK VALVE PIPE REDUCER 1. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ /SSL FOR INTERIOR SPACES. CONSTRUCTION NOTES: INSTALL NEW 12" CHILLED WATER PIPE (WELDED). INSTALL NEW 6 "CHWS /R PIPING Sc VICTAULIC VALVES FOR FUTURE CONNECTION. INSTALL NEW PIPE SUPPORT BRACING WITH ANCHORS (SEE STRUCT. DWG 10/5572 AND MECH. DWG 4/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. PROVIDE NEW PRESSURE TRANSMITTER AND CONNECT TO ROBERT SHAW /INVENSYS PANEL AT RTUN14A. SEE CONTROLS SPECIFICATIONS FOR ADDITIONAL INFORMATION. COFFMAN N 6 I N E E t S 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL F SHEET RFM31 JOB NO. RECEIVED CITY OF TUKWILA NOV "V9 711 PERMIT CENTER DATE 11.17.08 M9 COMP NO. DWG NO. 9 -101 —RFM31 DO NOT BLOCK OFF LOUVERS ON WEST SIDE OF THIS EXIST. MECHANICAL PENTHOUSE. RFI #136 elA REFE/AG'' - N/ c,V T T T 1M60 1M61 1M62 1M63 1M64 1M65 1M66 1M67 1M68 1M69 1M70 1M71 --H 1M72 1M73 1M74 1M75 1M76 1M77 1M78 1M79 1M80 1M81 1M82 1M83 ( 1M84 1M85 1M86 1M87 1M88 I-1 1M89 1M90 1M91 1M92 1M93 ( ----( ______2, R9 1M95 1M96 S YM " REDRAWN CHILLED WATER UPGRADE REVISION DCA-9-08-021 3"DRAIN LINE DN TO NEAREST DRAIN. LINE 2" SUMP DRAIN CONN TO 3" DRAIN LINE 2" MAKE UP WATER 3" DRAIN LINE 2" SUMP DRAIN TO 3" DRAIN LINE 2" MAKE UP WATER 3" DRAIN LINE - 2" MAKE UP WATER FROM BELOW TO SERVE THREE ditli*1 TIC) VERS BY KB/CH COFFMAN da======nrip, I s=? ..) 1 1111111:11: 11 I APPROVED M. SOTURA ///' A FM44 DATE 8.2.99 10.22,08 A . R1FM44 8"CWR TO BELOW- 2" SUMP DRAIN TO 3 DRAIN LINE SYM 6"CWS TO TOWER 6"CWS TO TOWER 8"CWR TO BELOW 192x48 GRAVITY O.A. INTAKE TO GENERATOR ROOM 1ST FLOOR 2"M/U WATER TO 1" SOLENOID VALVE 3" SUMP 0/F CONN TO 3" DRAIN LINE 8"CWR TO BELOW 8"CWS FROM BELOW 2"M/U WATER TO 1" SOLENOID VALVE 3" SUMP 0/F CONN TO 3" DRAIN LINE 8"CWS FROM BELOW 2"M/U WATER TO 1" SOLENOID VALVE 3" SUMP 0/F SEE DETAIL A REVISION - -4- — 8 FROM BELOW ROOF PLA\ SCALE: 1/4"=1 -0" 60x60 OA INTAKE TO SF-1 BY Ak APPROVED r z SEE RFM4AA FOR CONTINUATION DATE -41 12"CHWS/R PIPE (WELDED) 1 12"CHWR DN 1THRU ROOF 12"CHWS DN THRU ROOF 4)(24 INTAKE to EF-3 ACE—SCR-21 —6H-6R11 17.5T W/BACK DRAFT DAMPER (THERMOSTATIC LLY CONTROLLED) ir' (---) -7 1- 1 ,/ (Th, / ) DATE SUBTITLE TITLE MECHANICAL MASTER :NOV 30 MB 171 1 O 62s (at PIPING ROOF PLAN BUILDING 9-101.RF COL. P-F/22-23 tcr.vityYtu rtitk CODE COMPLIANCE Ift VE DEC - 4 MB - • • City Of Tukwila • BUILDING DIVISION LEGE HPC CONDENSATE STEAM (HIGH PRESSURE) HPS STEAM SUPPLY (HIGH PRESSURE 125, 250 PSIG) ----STM STEAM SUPPLY HWS HEATING WATER SUPPLY HWR HEATING WATER RETURN CHWR CHILLED WATER RETURN CHWS CHILLED WATER SUPPLY COND CONDENSATE — P COND— PUMPED CONDENSATE \ ERAL \ OTES 1. ALL WATER AND CONDENSER WATER PIPEWORK FITTINGS AND VALVES SHALL BE ELECTRICALLY HEAT TRACED, INSULATED AND WEATHERPROOFED WITH SHEET METAL JACKETS FROM 6" BELOW ROOF DECK LEVEL TO CONNECT TERMINATION AT EACH COOLING TOWER. 2. PIPE INSULATION SHALL BE FOAM GLASS WITH ALUMINUM JACKET IN EXTERIOR SPACES AND FIGERGLASS ASJ/SSL FOR INTERIOR SPACES. C 0 \ ST RUCTIO \CT IS INSTALL NEW 12" CHILLED WATER PIPE (WELDED). INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS (SEE STRUCT. DWG 8/5572 & MECH DWG 3/M536) SPACED 15' O.C. CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE, INSTALL NEW PIPE SUPPORT BRACING WITH ROLLERS(SEE STRUCT: DWG 4/S572 & MECH, DWG 3/M536). CONTRACTOR TO COORDINATE LENGTH AND LOCATION OF SUPPORTS WITH EXISTING ROOF STRUCTURE. D.0 CURRENT REVISION SHEET JOB NO. 00 KEY PLAN SCALE: NONE AST 1601 Fifth Avenue Suite 900 . Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 SYMBOL RFM94 DATE COMP NO. 3 3 RECEIVED OCT 2 3 2008 PERMIT CENTE( 10.22.08 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED t3Y DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED DWG NO. 9 101 RFM94 / Y 1 T T T .._ _ 1E112 1E113 1E114 1E115 1E116 1E117 1E118 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1 11111M411141,MR, l• 1E128 1E129 1E130 1E131 1E132 1E133 1E134 1E135 1E136 1E137 1E138 r j 1E139 1E140 1E141 1E142 1E143 1E144 I 9 CI bi H CONDENSATE RETURN UN ( i IM 11111111.1111114WEAMMIN ,x4. iiM11111111110 Ni l l I AMMON. ELECTRIC. : UNIT HEATER- 0.) .. 441 UP S227 m llalliNEIMINII V I I II I 1, Emil R LNC T - 1 TO i , III STAIR #IA ON i POWER I I I 1E585 PANEL u___ CRU-2 DUPLEX I I PUMP CONTROL PANEL (2)5 1 I I -IP I 1/2" 60E144 PNL.S22-2/9,10 , i _J 72/F4 R 3#500MCM ,. ati, 1 DIRECT DIGITAL CONTROLLER (BY MECH.) ,S41041dIbm rittlibi. 2/8 10 1 i /4 • S22 UP TO 30A BREAKER _MOTOR TO SU3 (2) 3' TO (2 ) SUB 72/F5 3"R 3#500MCM 1/2" 2#14 11111101111 MI EIRMIMPA : I . 11 . 30A ...._ . _ M iv 11111 IIIIIIIIIIN oille=kDCC Am 11 m 1 Id . 1111 II Hif I IIIIII OA 2HR, 'Av ____ 1 (2)2 (3)253 TO MCC-1/B1 1 0 Al CC NO.1 MCC NO.2 0 0 SUPPLY FAN SF- CHW PUMPS (AT UNDERSIDE OF ROOF) 1/2"C, i . 14 • TO CHILL • ; CONT. P . 2"R 3#1 #6G MCC-2TA2 1 /2"C, 4#14 - TO CHILLER #2 2"R 3#1/0, #6G CONT. PNL. MCCF1/A2 SEE DWG. M1E144 1/2"-3#10 MCC-1/C2 30A K PRIMARY CHW PUMP P 30A LKVAR CONDENSER • WATER PUMP P-1 30A •,KVAR PRIMARY CHW PUMP IlW 1/2"C MCM EA. I /11111 ".01111 40KvAr 1/2' (2)2 (3)250 TO Iv 1/2'C, C, 2#14 ,. MEZZANINE AREA ri r1•-EVAPORATOR FLOW SWITCH .--LJ CHILLER #1 / I i 2#14 FLOW SWITCH EVAPORATOR 1/2"-3# 1 CONDENSER FLOW SWITCH 1/2"C MCM EA. CC-2/B1 ---- 2#14 ---___, I I I 1 2" . CONTROL PANEL 40KVA3 Illtrir All JIP I SEE DWG. M1E1 44 (OPEN TO MECHANICAL RM) ...."1ffigrail Illerh21- A AI __, tr.1 MCC-1 /C1 1/2" 21114 CHILLER #2 -1...I 1 1/2"-3#1 RM. CONDENSER FLOW SWITCH CONTROL CHANICAL MCC PANEL EVAPORATOR 110HP (2)2 (3)250 1/2 ' . 1/2 TO C 1/2"C MCM EA. 40KVA3 FLOW SWITCH i 0A - LKVAR CONDENSER r ER PUMP , KVAR SECONDARY CHW PUMP P-6 30A CONDENSER 4 KVAR W ATER PUMP 30A 2 trii CC-3/B1 C, 2#14 — _ RI MCC-2/C1 1/2" 2#14 I CHILLER #3 ..---I I CONDENSER FLOW SWITCH 18"AFF (TYP) CONTROL PANEL 1/2"-3 1 1/2"-3#12 MCC-3/B2 1 a Irri I . 11 __- • 10 4#14 I HILLER #3 - .- MCC-3/B4B - =Mai _ 1 1/2HP 0 . IP i 111 . ‘ , =NI zwini 1/2"C 4#14 TO DIRECT DIGITAL DOOR CONTROLLER CONTROLLER 1/23#1O MCC-3/B2 / Y 1 T T T 1E110 1E111 1E112 1E113 1E114 1E115 1E116 1E117 1E118 1E119 1E120 1E121 1E122 1E123 1E124 1E125 1E126 1E127 1E128 1E129 1E130 1E131 1E132 1E133 1E134 1E135 1E136 1E137 1E138 r j 1E139 1E140 1E141 1E142 1E143 1E144 1E145 1E146 ( i SYM A B C INSTALL RECEPTACLES REVISION ANNEX CHILLED WATER PUMP VFD'S CHILLED WATER UPGRADE J#76106000 J#56824600 DCA-9-08-021 BY HARRISON SANTOS APPROVED MEHTA VAVREK DATE 4/19/96 3/27/07 COFFMAN SWEET/SANTO 10.22.08 SYM REVISION P25 P6 PLAN SCALE: 1/8" = 1 '..- 0" BY APPROVED DATE .2 wIw 2.25 2.35 2.5 2.75 2.9 DATE 4/10/96 4/12/96 4/ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DITTMAR CHECKED E NCINEER VAVREK CHECKED APPROVED VAVREK APPROVED SUBTITLE TITLE ELECTRICAL MASTER ICNI 101 \MD t-UK. CODE COMPLIANCE. ?PROVE DEC - 4 200B CO Of Tulm a BUILDING DIVISION NOV 30 2009 mo s - (0 9-101.1 KEY PLAN 480 VOLT POWER PLAN BUILDING 9-101 (ANNE)() COL. P-S/22-2i DEV. CENTER, WA LEGEND: @ 480 VOLT DROP-3-WIRE, 4-POLE CROUSE xx HINDS TYPE APR, XX APMERES. he 480 VOLT RECEPT., 3-WIRE, 4-POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. @ J • 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC D31- MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH till MOTOR STARTER, MANUAL u/Nr,0 DISCONNECT SWITCH, NON-FUSED, XX AMPERES e MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. REFERENCE DRAWINGS: 9-101-M1E144 CONSTRUCTION NOTES: EXTEND EXISTING FEEDERS. •0 SHEET JOB NO. DWG NO. AFOFFMAN NGINEtI) 1601 Fifth Avenue Suite 900 Seattle, Washington 98101-1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL 1E144 56824600 9-101 (ANNEX)-1E144 RECEIVED OCT 23 2008 PERMIT CENTE DATE 10.22.08 COMP NO. C C r C C r C. C. C SYM A B INSTALL RECEPTACLES CHILLED WATER UPGRADE REVISION ANNEX CHILLED WATER PUMP VFD'S J #76106000 J #56824600 DCA -9 -08 -021 BY HARRISON SANTOS COFFMAN APPROVED MEHTA VAVREK DATE. 4/19/96 3/27/07 SWEET /SANTOS 10.22.08. SYM REVISION P25 P6 PLAN SCALE: 1/8" = 1' -0" BY APPROVED DATE R.25 • S 2.25 2.35 2.5 2.75 2.9 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DITTMAR CHECKED ENGINEER VAVREK CHECKED APPROVED VAVREK APPROVED DATE SUBTITLE 4/10/96 4/12/96 TITLE 4/12/96 cape CD ONIS® E� -4 7p00 NOV 3 0 200 MOS REMOVAL 480 VOLT POWER PLAN BUILDING 9 -101 (ANNEX) — ELECTRICAL MASTER COL. P— S/22 -23 LEGEND: 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. O J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN .. GROUND xx osu 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON- FUSED, XX AMPERES MACHINE /EQUIPMENT NUMBER . X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN /THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG -IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. REMOVAL NOTES: RELOCATE EXISTING VFD'S TO MEZZANINE LEVEL. RELOCATE DISCONNECTS TO MEZZANINE LEVEL. EXTEND CONTROL CONDUIT AND WIRING. lA) tU) lt) (H)(JKJa) (NI 9- 101.1 KEY PLAN m III DEV. CENTER, WA SHEET JOB NO. DWG NO. COFFMAN f 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL 1E144R 56824600 9 -101 (ANNEX) - 1E144R RECaVE } OCT 232008 PERMIT CENTEF - DATE 10.22.08 COMP NO.. C C C r r r C C - V T T T T 1E110 1E111 1E112 1E113 1E114 mrn-A7vsh..` 1 1E116 1E117 1E118 l � 1E120 1E121 1 1E122 — Vd1 R X 5 1E124 L� 1E126 II 1E128 1E129 1E130 1E131 1E132 1E133 I 1E134 1E135 1E136 1E137 1E138 immiumizammi 1E139 1E140 1E141 1E142 1E143 II .Y //, 1E144 1E145 1E146 ' ■ ��� j'. 1144 H IIt� Y 1 am.. STAIR # I A DN 1111 11 I 1 •� "2 I I I ELECTRIC UNIT HEATER All ti I t► 11/ -- II1 I t � I I I CONDENSATE RETURN UN II EMI R NCl/ POWER T LEX II 6# E144 1 E585 PANEL - 1 I . CRU -2 DUF 1 1 1 PUMP CONTROL PANEL5-IP i I B I ( 1 /2" 121 PNL.S22- 2/9,10 J _- 72 F4 OOMCM ,. R 3 # - II DIRECT DIGITAL CONTROLLER (BY MECH.) S22 5/ Q ( / 8 I/ 1 1/4 S22 -2/5. bC �� - _MOTOR TO Slip (2) 3' TO ( (2 )2 3)25) TO MCC SUB 72/F5 n iiroinvv, � UP TO 30A BREAKER A, 30A 214 rT re 1 ' I '/ A li. I 111 :11.�f► �� I , ' ' "mill 1 2 2 14 / # I'/ .oA 'ir«� STA CC NO.1 Mir MCC NO. 11 0 / 3Ai� ' PLY FAN SF- (AT . DERSIDE OF R0. 44, 4 k, ' iii , — - -� - - ir 1/2"C, 14 CHILL ' .1 CONT. P . 2 "R 3#1/0, MCC -2/A2 TO CHILLER #2 2 "R . CONT. PNL. MCC # 3 #1/0, 6G -1/A2 ' ' � TO , , (� o l ►. � i , . • .„.. 4l,' A r 7 . . 9 .I, ' © 1/2 C MC EA. -1/B1 ��' Air Asi 1 /2'C, (2)2 (3 250 TO NCC 1/2'C, 22 3)250 TO NCC 1 / 2 ' 1/21C, TO CHILLER - 2 #14 II 1���'/' II is 411 MEZZANINE AREA ty EVAPORATOR 1/2"-3 10 MCC -1/C2 30A PRIMARY KVAR CHW PUMP 30A P -4 CONDENSER WATER PUMP P -1 30A KVAR PRIMARY _, CHILLER #1 I 1/2" 2 #14 EVAPORATOR FLOW SWITCH 1/2 n -3 #1� CONDENSER FLOW SWITCH 1/2 "C MCM EA. -2/B1 I CONTROL PANEL 40KVA� 1. • l !� SEE DWG. M 1 E144 (OPEN TO MECHANICAL RM) ►ia , KVAR 2 #14 �o _ co • MCC -1/C1 1/2" 2#14 1/2"-3#1 RM. IIII ;;y 1� m CONDENSER FLOW SWITCH 1 2C MCM EA. -3/B1 . ' C , 2 #14 I 'II CONTROL MECHANICAL PANEL _ 4OKVAR MCC -2/C2 . .._., . FLOW SWITCH�� 1/2 -3 # aai f.• 2 )1 r 30A P - 5 2 I , KVAR CONDENSER WATER PUMP P -2 SECONDARY KVAR CHW PUMP 30A ,KVAR CONDENSER WATER PUMP 30A . I11 MCC -2/C1 1/2" 2 #14» CHILLER # CONDENSER FLOW SWITCH 18 "AFF (TYP) —� CONTROL PANEL 1/2 " -3 1 1/2"-3#12 MCC -3/B2 •• • Vi i'; _ � I wog 4 #14 # II _ MCC -3 B4B - MCC 03 _ 1 1 2HP fir.__.■ IN. II __ 1L - - - - -- �� _ -!_�: - 1/2 " C, 4 #14 I TO DIRECT DIGITAL DOOR CONTROLLER CONTROLLER 1/2 " -3 #10 MCC -3/B2 I SYM A B INSTALL RECEPTACLES CHILLED WATER UPGRADE REVISION ANNEX CHILLED WATER PUMP VFD'S J #76106000 J #56824600 DCA -9 -08 -021 BY HARRISON SANTOS COFFMAN APPROVED MEHTA VAVREK DATE. 4/19/96 3/27/07 SWEET /SANTOS 10.22.08. SYM REVISION P25 P6 PLAN SCALE: 1/8" = 1' -0" BY APPROVED DATE R.25 • S 2.25 2.35 2.5 2.75 2.9 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DITTMAR CHECKED ENGINEER VAVREK CHECKED APPROVED VAVREK APPROVED DATE SUBTITLE 4/10/96 4/12/96 TITLE 4/12/96 cape CD ONIS® E� -4 7p00 NOV 3 0 200 MOS REMOVAL 480 VOLT POWER PLAN BUILDING 9 -101 (ANNEX) — ELECTRICAL MASTER COL. P— S/22 -23 LEGEND: 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. O J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN .. GROUND xx osu 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON- FUSED, XX AMPERES MACHINE /EQUIPMENT NUMBER . X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN /THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG -IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. REMOVAL NOTES: RELOCATE EXISTING VFD'S TO MEZZANINE LEVEL. RELOCATE DISCONNECTS TO MEZZANINE LEVEL. EXTEND CONTROL CONDUIT AND WIRING. lA) tU) lt) (H)(JKJa) (NI 9- 101.1 KEY PLAN m III DEV. CENTER, WA SHEET JOB NO. DWG NO. COFFMAN f 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL 1E144R 56824600 9 -101 (ANNEX) - 1E144R RECaVE } OCT 232008 PERMIT CENTEF - DATE 10.22.08 COMP NO.. C C C r r r C C - V T T T T 1E110 1E111 1E112 1E113 1E114 1E115 1 1E116 1E117 1E118 1E119 1E120 1E121 1 1E122 1E123 1E124 1E125 1E126 1E127 1E128 1E129 1E130 1E131 1E132 1E133 I 1E134 1E135 1E136 1E137 1E138 1E139 1E140 1E141 1E142 1E143 .Y //, 1E144 1E145 1E146 SYM A B INSTALL RECEPTACLES CHILLED WATER UPGRADE REVISION ANNEX CHILLED WATER PUMP VFD'S J #76106000 J #56824600 DCA -9 -08 -021 BY HARRISON SANTOS COFFMAN APPROVED MEHTA VAVREK DATE. 4/19/96 3/27/07 SWEET /SANTOS 10.22.08. SYM REVISION P25 P6 PLAN SCALE: 1/8" = 1' -0" BY APPROVED DATE R.25 • S 2.25 2.35 2.5 2.75 2.9 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DITTMAR CHECKED ENGINEER VAVREK CHECKED APPROVED VAVREK APPROVED DATE SUBTITLE 4/10/96 4/12/96 TITLE 4/12/96 cape CD ONIS® E� -4 7p00 NOV 3 0 200 MOS REMOVAL 480 VOLT POWER PLAN BUILDING 9 -101 (ANNEX) — ELECTRICAL MASTER COL. P— S/22 -23 LEGEND: 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. O J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN .. GROUND xx osu 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON- FUSED, XX AMPERES MACHINE /EQUIPMENT NUMBER . X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN /THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG -IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTATION OF ALL 3 PHASE MOTORS. REMOVAL NOTES: RELOCATE EXISTING VFD'S TO MEZZANINE LEVEL. RELOCATE DISCONNECTS TO MEZZANINE LEVEL. EXTEND CONTROL CONDUIT AND WIRING. lA) tU) lt) (H)(JKJa) (NI 9- 101.1 KEY PLAN m III DEV. CENTER, WA SHEET JOB NO. DWG NO. COFFMAN f 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION SYMBOL 1E144R 56824600 9 -101 (ANNEX) - 1E144R RECaVE } OCT 232008 PERMIT CENTEF - DATE 10.22.08 COMP NO.. C C C r r r C C SYM A C REVISION ADDED SUBSTATION ROOM J #54587500 CHILLED WATER UPGRADE DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 BY SANTOS COFFMAN COFFMAN APPROVED SWEET /SANTO SWEET /SANTO DATE 4/19/04 10.22.08 11.17.08 SYM P.25 P6 REVISION PLAN SCALE: 1/8" = 1' -0" BY APPROVED DATE R.2 50MCM 2.25 2.35 '.2.5 2.75 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DITTMAR CHECKED APPROVED APPROVED DATE 4/16/96 CHECKED NGINEER lig - ea 't. r4:. :NOV 30 Z009 le ,,,,,,.., M• LEGEND: 30 HINDS NPR 3464 A O SUBTITLE 480/277V POWER - MEZZANINE TITLE BUILDING 9 -101 ELECTRICAL MASTER COL. P- S/22 -23 DEV. CENTER, WA 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, NRE 3422 J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR ® MOTOR STARTER, MAGNETIC z MOTOR STARTER, MAGNETIC MOTOR STARTER, MANUAL W/ DISCONNECT SWITCH XX /NFO-' DISCONNECT SWITCH, NON- FUSED, XX AMPERES MACHINE /EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. • 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK "B" PHASE (CENTER BUS IN PANEL) RED "C" PHASE (RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN BROWN ORANGE YELLOW GRAY 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG -IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. REFERENCE DRAWINGS: 9- 101 -1E144 9- 101- E4S71, E4S72, E4S73, E4S74 CONSTRUCTION NOTES: EXTEND EXISTING CONDUITS AND WIRING. RE- INSTALL VFD'S REMOVED FROM LOWER FLOOR. SEE DRAWING 1E144R T'?", TT TT 0 1E110 1E116 1E122 1E128 1E111 1E117 1E123 1E129 1E139 1E112 1E118 1E124 1E130 1E135 1E140 1E113 1E119 1E125 1E131 1E136 1E141 1E114 1E120 1E126 1E132 1E137 1E142 4 1E145 1E115 1E121 1E127 1E133 1E138 1E143 1E146 1E1 9 -101.1 KEY PLAN CURRENT REVISION SHEET AFP.F,FMN 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL M1E144 C JOB NO. CITY OF TUKWILA NOV 1 2008 PERMIT CENTER DATE 11.17.08 COMP NO. DWG NO. 9- 101 - M1E144 R6 PRS3637: 4/9/9004 R!33:54 AM - - `_, 3" — _ (2) DOWN TO TUNNE_ II ... se - w- II / (2)3" III I -� I I II 1 1 (2) 3" 4 # I II I 1 - nl I u I I I I i I IC I j I -1-1--1-1 II III I i I I I I I I I nC PNL S22 SUBSTA1 7 /74 - D j I J _ (2) 3" SUBSTATION 71/72 (2) 2 3" I I I PC I u I I I I 1 I (2) 4" (2) 3" 4 #350MCM 5 y u Inn( / [__(2)3" COOLANT PUMP 827.5 PNL S22 -3 4 ; - le NP 1 It .L -2/D3 2 14 (2) 3 - 1/ TO MCC1 . (2) 3 -1/ TO MCC2 " {terW4 1 /2HP #6G 0 ---� C ∎ RADIATOR OOLINC FAN R27.5 JFI . 1 4,,, n S22 -2/11 SECONDARY CHW PUMP 3 #500MCM ea 3 )A ■ ■ L iP .;12 3#500MM `` _ rte. Y 200A RAILING OPEN TO 1st FLR. AREA = �v J / v i �I GUTTER MC I - 2/C3 &C4 ooHP 7 O iii . I 4,0117 • . = 1st FLOOR 6 #12 MCC -2/C5 HW HEATING PUMP P-8 — HW HEATING PUMP P -8A 1/2"C, 3#12 MCC - 1/C4 1/2"C, 3 .� � 12KW, 480V 30A SECONDARY CHW PUMP P-7 EF-3(ON 3(ON ROOF ) ' VACUUM . ; ■ { 30A fi P C AREA OO HP o ] 4 ' MCC -2/D MECHANICAL ROOM SEE DWG. 1E144 30A ■ 2HP O 25HP 3 #8& #8 CRD O 71/2H' PUMP VP -2a VACUUM PUMP VP -2b p 1 /2HP 44 6.OKVAR CAPAC. - 30A ■ �� 3/4 " - 3 #8 : a ■ / 2HP 1/2 "C 3 #12 MCC-1/C3 CONTROL PANEL �6.OKVAR . - 1 " -6 #8 S22- 2 /3abc 1/2 "C, 3 #' MCC-3/C1 2 �-- RETURN FAN RF -1 AIR HANDLING UNIT AHU -216 t, . si 1 EXHAUST EF ca — 1/2"C, 3 #' MCC -3/C3 -1 1 0 1HP ' C■ ■ r • 30A A� ■ 7 0 : 2 ' .•■�►. 30A . CAPACITOR EXHAUST FAN EF -2 -• I FAN 1 f' N ■ 1 1 I HP 33 30A II W30X173 1/2"C, 3#12 MCC -3/C2 1/2" MCC - 3/A3 , 3# 12 SYM A C REVISION ADDED SUBSTATION ROOM J #54587500 CHILLED WATER UPGRADE DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 BY SANTOS COFFMAN COFFMAN APPROVED SWEET /SANTO SWEET /SANTO DATE 4/19/04 10.22.08 11.17.08 SYM P.25 P6 REVISION PLAN SCALE: 1/8" = 1' -0" BY APPROVED DATE R.2 50MCM 2.25 2.35 '.2.5 2.75 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DITTMAR CHECKED APPROVED APPROVED DATE 4/16/96 CHECKED NGINEER lig - ea 't. r4:. :NOV 30 Z009 le ,,,,,,.., M• LEGEND: 30 HINDS NPR 3464 A O SUBTITLE 480/277V POWER - MEZZANINE TITLE BUILDING 9 -101 ELECTRICAL MASTER COL. P- S/22 -23 DEV. CENTER, WA 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, NRE 3422 J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 480V 3 PHASE MOTOR ® MOTOR STARTER, MAGNETIC z MOTOR STARTER, MAGNETIC MOTOR STARTER, MANUAL W/ DISCONNECT SWITCH XX /NFO-' DISCONNECT SWITCH, NON- FUSED, XX AMPERES MACHINE /EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. • 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK "B" PHASE (CENTER BUS IN PANEL) RED "C" PHASE (RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN BROWN ORANGE YELLOW GRAY 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG -IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. REFERENCE DRAWINGS: 9- 101 -1E144 9- 101- E4S71, E4S72, E4S73, E4S74 CONSTRUCTION NOTES: EXTEND EXISTING CONDUITS AND WIRING. RE- INSTALL VFD'S REMOVED FROM LOWER FLOOR. SEE DRAWING 1E144R T'?", TT TT 0 1E110 1E116 1E122 1E128 1E111 1E117 1E123 1E129 1E139 1E112 1E118 1E124 1E130 1E135 1E140 1E113 1E119 1E125 1E131 1E136 1E141 1E114 1E120 1E126 1E132 1E137 1E142 4 1E145 1E115 1E121 1E127 1E133 1E138 1E143 1E146 1E1 9 -101.1 KEY PLAN CURRENT REVISION SHEET AFP.F,FMN 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 SYMBOL M1E144 C JOB NO. CITY OF TUKWILA NOV 1 2008 PERMIT CENTER DATE 11.17.08 COMP NO. DWG NO. 9- 101 - M1E144 R6 PRS3637: 4/9/9004 R!33:54 AM SYM A BY SANTOS COFFMAN APPROVED SWEET /SANTOS DATE 4/19/04 10.22.08 SYM P.25 REVISION P.6 PLA\ SCALE: 1/8" = 1' -0" BY APPROVED DATE .2 • Q,�BOE /NCm 50MCM 2.25 2.35 2.75 2.9 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DITTMAR CHECKED CINEER CHECKED APPROVED APPROVED DATE 4/16/96 SUBTITLE TITLE ELECTRICAL MASTER KE.N1 COMPLIANCE CODE C VED DEC - 4 2Q08 City Of Tukwila ` BUILDING DIVISION REMOVE EXISTING VACUUM PUMPS, CAPACITORS, CONDUIT AND WIRING BACK TO SOURCE. NOV 3 02009 Ni 0 S -c,13 480/277V POWER - MEZZANINE BUILDING 9 -101 COL. P- S/22 -23 LEGEND: @ 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE 30 HINDS NPR 3464 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, NRE 3422 J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN 30 GROUND 0 ►z, cal XX /N EP ' Y EMOVAL 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC MOTOR STARTER, MANUAL W/ DISCONNECT SWITCH DISCONNECT SWITCH, NON- FUSED, XX AMPERES MACHINE /EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK "B" PHASE (CENTER BUS IN PANEL) RED "C" PHASE (RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG -IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. REFERENCE DRAWINGS: 9-101-1E144 9- 101- E4S71, E4S72, E4S73, E4S74 DEV. CENTER, WA 9 - 101.1 KEY PLAN Op 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 REVISION ADDED SUBSTATION ROOM J#54587500 CHILLED WATER UPGRADE DCA -9 -08 -021 CURRENT REVISION JOB NO. DWG NO. C SYMBOL B SHEET Ml E144R BROWN ORANGE YELLOW GRAY DATE 9- 101 - M1E144R RECEIVE OCT 2 3 2008 PERMIT CENTER COMP NO. 10.22.08 — (2) 3 �� DOWN TO TUNNE_ ..47:=M u II i i (2) 4 1111 i4 -H I I I 1 1 1 1 i II m!I �� 3" 4 II I SUBSTA1 7/174 D j II ■- n WIC I I «7C I 1 i I I I 1 �■ 1� I I 1 1 \ \ a PNL (2) #3 S22 4_ I I I _ ©■ Ili I (2) 3 _, J SUBSTATION N 71 72 A I / (2) 3" E I I I I I ( I . I I ( 4" (2) 3" 4 #350'1IC 3" 3 I V (2) #350MCM � 2 PNL S22 -3 s� I t �L zi 3 _ ' • MCC !I. COOLAN AIM 11111111 -2/D3 PUMP I R27.5 (2) 3-1/2" TO MCC1 TO 2 3 -1 n MCC2 C C 6 p ran 1 /2HP ° , 11111111 �-■� B I S22 -2 11 / RAILING OPEN TO 1st FLR. AREA GUTTER COOLING FAN R27.5 3 #500MCM " E( r lo r � � ■I� 3/4 "C 3oA • 6 #12 Z 3 500MCM # ' ' �� /C3 &C ."/ , wr.� / a �_ AEI 1 w A ° VACUUM i{ ; PUMP r�/.� • 'I `. VLA01111 1st FLOOR 1/2"C, MCC- 2/C512 HW HEATING PUMP P -8 HW HEATING PUMP P -8A 1/2 "C, 3 #12 MCC -1/C4 � — /D. ! 'I , • i 1 r 12KW, 480V 30A VACUUM PUMP VP -1b EXHAUST FAN EF -3(ON ROOF) VACUUM M I VP 2a VACUUM PUMP VP -2b iffi � firr ' . CC -� 7 1 3 A 6 POL AREA MECHANICAL ROOM SEE DWG. 1E144 +HP LI 2HP rr/P 3/4 "FLEX- �� 3#8&1#8 CRD. I 71/2H• 4 O ,, . 9 O 7 1 2HP .11 U+ ' O 6.OKVAR - 30A 30A CAPAC. 4" •' ■ ■ 1/2 „ C, 3 #12 MCC -11C3 � /Iv i •• CONTRO PANEL / j 3 -3 # 6.OKVAR 1 ” -6 #8 ,..,,--''� S22- 2 /3abc /6abc 1 3 #• 2 °° 2 RETURN FAN RF -1 AIR HANDLING UNIT AHU -216 MCC -3/C1 1 /2HP 1/2 "C, 3 #' 2 r��. EXHAUST MCC -3/C3 . 3 0A FAN EF-1 TC1 a) ■ �p ■ 1 3HP 30A 1HP 3 KVAR CAPACITOR EXHAUST 01. 30 A — a ...��.� ,,. . R -- 1/2 "C, 3 #12 uC - 1/2 "C, 3 #12 -3' itlitita 1°. 1 , SYM A BY SANTOS COFFMAN APPROVED SWEET /SANTOS DATE 4/19/04 10.22.08 SYM P.25 REVISION P.6 PLA\ SCALE: 1/8" = 1' -0" BY APPROVED DATE .2 • Q,�BOE /NCm 50MCM 2.25 2.35 2.75 2.9 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DITTMAR CHECKED CINEER CHECKED APPROVED APPROVED DATE 4/16/96 SUBTITLE TITLE ELECTRICAL MASTER KE.N1 COMPLIANCE CODE C VED DEC - 4 2Q08 City Of Tukwila ` BUILDING DIVISION REMOVE EXISTING VACUUM PUMPS, CAPACITORS, CONDUIT AND WIRING BACK TO SOURCE. NOV 3 02009 Ni 0 S -c,13 480/277V POWER - MEZZANINE BUILDING 9 -101 COL. P- S/22 -23 LEGEND: @ 480 VOLT DROP -3 -WIRE, 4 -POLE CROUSE 30 HINDS NPR 3464 480 VOLT RECEPT., 3 -WIRE, 4 -POLE, CROUSE HINDS, NRE 3422 J -BOX 480/277V DISTRIBUTION PANEL TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN 30 GROUND 0 ►z, cal XX /N EP ' Y EMOVAL 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC MOTOR STARTER, MANUAL W/ DISCONNECT SWITCH DISCONNECT SWITCH, NON- FUSED, XX AMPERES MACHINE /EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES: 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK "B" PHASE (CENTER BUS IN PANEL) RED "C" PHASE (RIGHT BUS IN PANEL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG -IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. REFERENCE DRAWINGS: 9-101-1E144 9- 101- E4S71, E4S72, E4S73, E4S74 DEV. CENTER, WA 9 - 101.1 KEY PLAN Op 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 REVISION ADDED SUBSTATION ROOM J#54587500 CHILLED WATER UPGRADE DCA -9 -08 -021 CURRENT REVISION JOB NO. DWG NO. C SYMBOL B SHEET Ml E144R BROWN ORANGE YELLOW GRAY DATE 9- 101 - M1E144R RECEIVE OCT 2 3 2008 PERMIT CENTER COMP NO. 10.22.08 v1OTOR CONTROL CENTER EQUIP. N0. \40TOR CONTROL CENTER EQUIP. NO. CIR- CUIT NO DESCRIPTION MOTOR STARTER MOTOR CIRCUIT BREAKER MOTOR STARTER PHASE HP VOLTS PHASE AMP TRIP POLE FRAME SIZE COIL IND LIGHT AUX CONTACTS CONTROLS REMARKS N.O. N.C. LOCAL REMOTE 480 3 Al INCOMING LINE TKM8 480 3 800 3 TKM8 A2 SPARE STARTER (100) 480 3 A2 SPARE STARTER (100) 480 3 * 3 MCP 4 120 RED 1 1 ON /OFF 100 SEL. SWITCH * ** SEE NOTE BELOW 3 A3 SECONDARY CIRC. PUMP -P7A 100 480 3 150+ 3 THED B1 CHILLER NO. 2 240KW 480 3 500+ 3 TJK6 B2 COOLING TOWER NO. 2 30 480 3 * 3 MCP 3 120 RED 1 1 . HOA SELECTOR SWITCH B3 TOWER NO. 2 SUMP HEATER 3KW 480 3 20+ 3 THED4 B1 CHILLER NO 1 240KW 480 3 B4 SPARE TJK6 480 3 20+ 3 THED4 B2 COOLING TOWER NO 1 30 480 3 B5 SPACE MCP 3 120 RED 1 1 HOA SELECTOR SWITCH B3 TOWER NO 1 SUMP HEATER 3KW 480 3 20+ 3 THED4 B4 SPACE Cl CONDENSER WATER PUMP -P2 15 480 3 * 3 MCP 2 120 RED 2 1 HOA SELECTOR SWITCH C2 PRIMARY CHW PUMP -P5 10 480 3 * 3 MCP 1 120 RED 1 1 HOA SELECTOR SWITCH C3 RADIATOR COOL FAN R27.5 (VAC) 3 480 3 * 3 MCP 1 120 RED 1 1 HOA SELECTOR SWITCH C4 COOLANT PUMP R27.5 (VAC. SYS.) 0.5 480 3 * 3 MCP 1 120 RED 1 1 HOA 15 SELECTOR SWITCH 3 C5 ELECT. ROOM SUPPLY FAN SF -1 7.5 480 3 * 3 MCP 1 120 RED 1 1 HOA 10 SELECTOR SWITCH 3 * 3 MCP 1 120 RED 1 1 ` HOA SELECTOR SWITCH C3 HOT WATER HEATING PUMP -P8 .7.5 480 3 D1 EXHAUST FAN EF -2 10 480 3 * 3 MCP 2 120 RED 2 1 HOA 7 SELECTOR SWITCH 3 D2 EXHAUST FAN EF -3 2 480 3 * 3 MCP 1 120 RED 1 1 HOA SELECTOR SWITCH D3 SUPPLY FAN SF -3 (VAC. SYS.) 2 480 3 * 3 MCP 1 120 RED 1 1 HOA SELECTOR SWITCH D4 SPACE D5 SPACE D6 SPACE w x .� , v1OTOR CONTROL CENTER EQUIP. N0. CIR- CUIT NO DESCRIPTION MOTOR CIRCUIT BREAKER . MOTOR STARTER REMARKS HP VOLTS PHASE AMP TRIP POLE FRAME SIZE COIL IND LIGHT AUX CONTACTS CONTROLS N.O. N.C. LOCAL REMOTE Al INCOMING LINE 480 3 800 3 TKM8 A2 SPARE STARTER (100) 480 3 * 3 MCP 4 120 RED 1 1 ON /OFF SEL. SWITCH * ** SEE NOTE BELOW A3 SECONDARY CIRC. PUMP -P7 100 480 3 150+ 3 THED B1 CHILLER NO 1 240KW 480 3 500+ 3 TJK6 B2 COOLING TOWER NO 1 30 480 3 * 3 MCP 3 120 RED 1 1 HOA SELECTOR SWITCH B3 TOWER NO 1 SUMP HEATER 3KW 480 3 20+ 3 THED4 B4 SPACE B5 SPACE Cl CONDENSER WATER PUMP P1 15 480 3 * 3 MCP. 2 120 RED 2 1 HOA SELECTOR SWITCH C2 PRIMARY CHW PUMP -P4 10 480 3 * 3 MCP 1 120 RED 1 1 ` HOA SELECTOR SWITCH C3 HOT WATER HEATING PUMP -P8 .7.5 480 3 * 3 MCP 1 120 ` RED 1 1 HOA SELECTOR SWITCH C4 HOT WATER HEATING PUMP -P8A 7 480 3 * 3 MCP 1 120 RED 1 1 HOA SELECTOR SWITCH C5 SPACE C6 SPACE SYM A CHILLED WATER, PUMP VFD'S CHILLED WATER UPGRADE REVISION J #56824600 DCA -9 -08 -021 (2) 3 "R 3 #500MCM BY SANTOS COFFMAN APPROVED SUB 72 /FEEDER F5 800 AMP MAI N CIRCUIT BREAKER SPARE SECONDARY CIRCULATING PUMP P7 100HP 60" CHILLER NO. 1 240KW COOLING TOWER NO. 1 30HP TOWER NO. 1 3 SUMP HEATER SPACE SPACE 5 20" CONDENSER WATER PUMP P1 15HP PRIMARY 2 CHILLED WATER PUMP P4 10HP HOT WATER HEATING PUMP P8 7.5HP 3 HOT WATER HEATING. PUMP P8A 7HP SPACE SPACE VAVREK MANUFACTURER: GE 8000 LINE CONTROL CENTER, CAT #S23X0235A02 800A BUS, 30, 3W, 480 VOLTS, 42,000 AIC MAIN: 800A. CB DATE 3 TWEET /SANTOS. 10.22.08 v CC -1 SC SYM MCC -1 EDJLE LOCATION: MECHANICAL ROOM, 9 -101 ANNEX NOTES: * ** OLD MAGNETIC MOTOR STARTER IS SPARED AND ABANDONED IN MCC BUCKET UNDER JOB NO 56824600. REVISION BY APPROVED DATE (2) 3 "R 3 #500MCM SUB 72 /FEEDER F4 A 800 AMP MAIN CIRCUIT BREAKER 1 CHILLER NO. 2 240KW 1 COOLING TOWER NO. 2 30HP 2 SPARE 2 SECONDARY 3 CIRCULATING PUMP P7A 100HP TOWER NO. 2 SUMP HEATER 3 SPARE SPACE 4 5 CONDENSER WATER PUMP P2 15HP PRIMARY 2 CHILLED WATER PUMP P5 10HP RADIATOR COOLING FAN R27.5 3HP 3 COOLANT 4 PUMP R27.5 0.5HP >.0 ELECT. ROOM 5 SUPPLY FAN SF -1 7.5HP 20" EXHAUST FAN EF -2 10HP 1 EXHAUST FAN 2 EF -3 2HP SUPPLY FAN SF -3 2HP SPACE SPACE SPACE MANUFACTURER: GE 8000 LINE CONTROL CENTER, CAT #S23X0235A02 800A BUS, 30, 3W, 480 VOLTS, 42,000AIC MAIN: 800A, CB VCC -2 NOTES: * ** OLD MAGNETIC MOTOR STARTER IS SPARED AND ABANDONED IN MCC BUCKET UNDER JOB NO. 56824600. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. VCC -2 SC LOCATION: MECHANICAL ROOM, 9 -101 ANNEX DATE DRAWN PRS CHECKED ENGIIIEER P.SANTOS CHECKED APPROVED APPROVED DATE / 14 / / 14 / ED,LE SUBTITLE TITLE ELECTRICAL MASTER GE \ERAL \OT = 1. MCC'S SHALL BE BRACED FOR 42,000 AMPS SYM. 2. MCC WIRING SHALL BE CLASS 1, TYPE "B ". 3. INCOMING LUGS SHALL BE (2) 500MCM PER PHASE. 4. COMBINATION STARTERS SHALL BE DRAW -OUT TYPE. 5. EACH STARTER SHALL BE FURNISHED WITH ITS OWN CONTROL TRANSFORMER 480 -120V. WITH FUSED AND GROUNDED SECONDARY. 6. ALL NAMEPLATES SHALL BE BLACK AND WHITE PHENOLIC WITH SCRIBED WHITE CHARACTERS. 7. MAIN AND VERTICAL BUSSES SHALL BE COPPER. 8. PROVIDE A 2" WIDE X 6" LONG BLACK AND WHITE PHENOLIC NAMEPLATE WITH 1-1/4" SCRIBED WHITE CHARACTERS FOR MCC. 9. PROVIDE 600 AMP VERTICAL BUS AT MCC -1 & 2 SECTION "B ". 10. CONTRACTOR SHALL VERIFY THE RATING OF ALL THERMAL OVERLOAD RELAYS PER MOTOR MANUFACTURER RECOMMENDATION. * MOTOR CIRCUIT PROTECTOR (MCP) MAGNETIC TRIP CIRCUIT BREAKER SHALL HAVE A CONTINUOUS AMPERE RATING AND AN ADJUSTABLE INSTANTANEOUS TRIP BASED ON MOTOR HP. TRIP SHALL BE SET PER MANUFACTURER RECOMMENDATION. MCP'S FOR MCC -1 & 2 SHALL CONTAIN CURRENT LIMITERS WITH 100,000 AIC. GE TYPE TECL. + THERMAL MAGNETIC CIRCUIT BREAKER. REFERE \CE DRAWI \GS: 9- 101 -1E144 9- 101 -E595, E596 CO \STRl,CT10\ \OT =S: DRAWING INCLUDED FOR REFERENCE ONLY. NO NEW WORK THIS SHEET. NOV 3 0 2009 M o 8 MCC -1 & MCC -2 SCHEDULE (CHILLERS) BUILDING 9 -101, ANNEX COL. DEV. CENTER, WA CURRENT REVISION SHEET JOB NO. DWG NO. 110 /1 zVuty -u1 CODE COMPLIANCE DEC - 4 2008 City Of Tukwila BUILDING DIVISION AcOFMANFM E E R i 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 206 623 0717 Fax 206 624 3775 E594 SYMBOL B 56824600 9- 101 -E594 DATE ECEiVE OCT 2 3 2008 PERMIT CENTER COMP NO. 10.22.08 SYM A REVISION CHILLED WATER UPGRADE DCA -9 -08 -021 CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 BY COFFMAN COFFMAN APPROVED E. OJALA E. OJALA DATE 10.22.08 11.17.08 SYM REVISION BY APPROVED DATE GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION, AS AMENDED BY THE CITY OF TUKWILA, WA. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. A FIELD SURVEY SHALL BE CONDUCTED BY THE CONTRACTOR TO ESTABLISH LOCATION OF ALL EXISTING STRUCTURE, IN ORDER TO COORDINATE NEW WORK AND REQUIRED DEMOLITION. 3. IF ANY ERRORS OR OMISSIONS APPEAR IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK. 4. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. 5. ALL STRUCTURAL SYSTEMS THAT ARE TO BE COMPOSED OF MANUFACTURED COMPONENTS TO BE FIELD ERECTED SHALL BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR USE AND SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, 10. SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 11. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. y��V1tVVCV r �►°� CODE C®� DESIGN CRITERIA APPROVED LIVE LOADS ROOF ANCHORAGE 1. . EXPANSION ANCHORS SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM B633, AND CONFORM WITH FS FF —S -325, GROUP II, TYPE 4, CLASS 1. 3. ALL RELATED PRODUCTS, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, AND ALL APPLICABLE ICC —ES REPORT. NOTATIONS ON DRAWINGS . RELATING TO EXPANSION, SLEEVE, FLUSH, OR ADHESIVE ANCHORS AND OTHER CONNECTING DEVICES REFER TO CONNECTORS MANUFACTURED BY HILTI CORPORATION. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THAT THEY HAVE ICC —ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND ARE REVIEWED BY THE STRUCTU tem NG o� FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED POINT OR MEMBERS. SEE ARCHITECTURAL AND EXISTING DRAWINGS, PROJECT SPECIFICATIONS FOR THE FOLLOWING: A. SIZE AND LOCATION OF DEPRESSED AREAS, CHANGES IN ELEVATION, FLOOR AND ROOF DRAINS, SLOPES, CONCRETE CURBS, LEDGES, PADS AND ISLANDS, CHAMFERS, GROOVES, INSERTS, ETC. B. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. C. EXTERIOR WALL SYSTEMS. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. ETC. 25 PSF NOV 3 0 2009 MO 13-25(o DEC - 4 20 City Of Tukwila BUILDING DIVISION_ 2. ADHESIVE ANCHORS SHALL CONSIST OF A -615 GR -60 REINFORCING BARS OR ALL — THREAD ANCHOR ROD, NUT, WASHER, DRILLED & EPDXY GROUTED WITH HILTI HIT HY -150 ADHESIVE, INSTALLED IN ACCORDANCE WITH ICC —ES REPORT ER -5193. THREADED ANCHOR RODS SHALL BE MANUFACTURED FROM A -36 MATERIAL, ZINC PLATED IN ACCORDANCE WITH ASTM B633, UON STRUCTURAL STEEL, MISC. METAL 1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE BASED ON THE LATEST EDITION AND SUPPLEMENTS OF THE AISC "STEEL CONSTRUCTION MANUAL 13TH EDITION. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS. TYPE OF MEMBER WIDE FLANGE SHAPES PLATES, SHAPES, ANGLES (UON) ASTM SPECIFICATION A992 A36 HOLLOW STRUCTURAL SECTIONS (ROUND) A53 (GRADE B) 35 KSI HOLLOW STRUCTURAL SECTIONS (SQUARE OR RECTANGLE) ANCHOR RODS (EMBEDDED IN CONCRETE) CONNECTION BOLTS A500 (GRADE B) 46 KSI F1554 (UON) A325N (UON) Fy 50 KSI 36 KSI 2. HEADED STEEL STUD CONNECTORS SHALL BE NELSON GRANULAR FLUX — FILLED HEADED ANCHOR STUDS OR AN APPROVED EQUAL AND BE MADE FROM COLD ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM SPECIFICATION A -108, GRADE 1015 OR 1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS D1.1. 3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION. ALL WELDS SHALL BE PREQUALIFIED IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK. USE E70XX ELECTRODES. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UNLESS OTHERWISE NOTED. 6. WELDING OF SHEET METAL AND LIGHT GAGE STUDS SHALL BE IN ACCORDANCE WITH AWS D1.3. SPECIAL INSPECTION 1. SPECIAL INSPECTION BY AN APPROVED TESTING /INSPECTION AGENCY, APPROVED BY THE ARCHITECT AND THE CHECKING AGENCY SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK. SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CONCRETE DESIGN: STRENGTHS GREATER THAN 2000 PSI, PLACING OF REINFORCING. STEEL WELDING: STRUCTURAL STEEL, REINFORCING STEEL, COLD FORMED STEEL, STEEL DECKING, SHEAR CONNECTORS, ANCHOR STUDS HIGH STRENGTH BOLTING, EXPANSION TYPE ANCHOR BOLTS /EPDXY ANCHOR BOLTS, STRUCTURAL STEEL FABRICATION AND ERECTION 2. EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE CHECKING AGENCY FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL TEST RESULTS. DEMOLITION 1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO REDUCE SUCH DAMAGE TO A MINIMUM. 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. A FINISH OF EXPOSED STRUCTURE 1. ALL STEEL MEMBERS TO BE GALVANIZED. PROVIDE OWNER WITH PAINTED OPTION. 2. SANDBLAST AND RE —PAINT EXISTING BRIDGE STRUCTURE WHERE CORROSION IS EVIDENT, AND WHERE NEW WORK ATTACHES TO EXISTING. EQUIPMENT PAD 1. USE CONCRETE WITH Fc = 4000 PSI CONFORM TO ACI 318. AC OFFMAN G I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 RECEIVED CITY OF TUKWILA NOV 19 1000 PERMIT CENTER ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED ENGINEER CHECKED APPROVED APPROVED SUBTITLE GENERAL NOTES TITLE STRUCTURAL MASTER BUILDING 9 -101 CURRENT REVISION SHEET JOB NO. DWG NO. D.C. S2 SYMBOL A 9- 101 —S2 DATE 11.17.08 COMP NO. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ,dezzEgyrAfr” 0 4 t, - CHILLED WATER UPGRADE DCA -9 -08 -021 COFFMAN E. OJALA 10.22.08 DATE ENGINEER TITLE BUILDING 9— 1 0 1 STRUCTURAL MASTER D.C. A CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 COFFMAN E. OJALA 11.17.08 APPROVED JOB NO. COMP NO. APPROVED DWG NO. 9- 101 —S570 CN i f ii fi I ii TRUSS PLA\ SCALE: 1/2 " =1' -0" EXIST PRECAST WALL EXISTING C5, TYP 9 -101 BUILDING EXIST PRECAST WALL 9 -101 BUILDING A\ 5 -3" 1 _. • 1 EXISTING HSS5x5 EXISTING JOIST — - -- JL2x2xY VERT 8c DIAG WEB TYP UON 1 COORDINATE SPLICE TO CLEAR EXISTING CHANNEL 1 b g CONTRACTOR NOTE: DO NOT MOVE, DAMAGE OR DISTURB EXISTING CONDUITS. TYP PLA\ 60' -7" FIELD VERIFY (17) SPCS 3' -0" = 51' HSS4x6xY LSH TOP CHORD C SEE AWING AO FOR LOCATION HSS3Yx3YxY BOT CHORD L2x2xY4 BRACING REQUIRED, FIELD VERIFY AND INSTALL WHERE MISSING EXISTING C5 TYP COORDINATE SPLICE TO CLEAR EXISTING CHANNEL NEW TRUSS NEW TRUSS IS TO BE S571 FULLY GALVANIZED — S571 S571 NOV 3'.0 2009 MOB- (a KtVitVVtu r CODE COMPLIANCE APPROVE DEC - 4 2008 City Of Tukwila BUILDING DIVISION EXIST PRECAST WALL 4' -4" EXIST PRECAST WALL 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 f ACRFFRIRi / RECEIVED CITY OF TUKWILA NOV 11 2008 PERMIT CENTER zuo oz..) U /1/ FOX ZOO tiZ4 3775 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN DATE SUBTITLE TRUSS PLAN AND ELEVATION CURRENT REVISION SYMBOL A DA TE 11.17.08 CHECKED SHEET S570 , APPROVED BY DEPT. DATE ENGINEER TITLE BUILDING 9— 1 0 1 STRUCTURAL MASTER D.C. CHECKED APPROVED JOB NO. COMP NO. APPROVED DWG NO. 9- 101 —S570 CN i f ii fi I ii TRUSS PLA\ SCALE: 1/2 " =1' -0" EXIST PRECAST WALL EXISTING C5, TYP 9 -101 BUILDING EXIST PRECAST WALL 9 -101 BUILDING A\ 5 -3" 1 _. • 1 EXISTING HSS5x5 EXISTING JOIST — - -- JL2x2xY VERT 8c DIAG WEB TYP UON 1 COORDINATE SPLICE TO CLEAR EXISTING CHANNEL 1 b g CONTRACTOR NOTE: DO NOT MOVE, DAMAGE OR DISTURB EXISTING CONDUITS. TYP PLA\ 60' -7" FIELD VERIFY (17) SPCS 3' -0" = 51' HSS4x6xY LSH TOP CHORD C SEE AWING AO FOR LOCATION HSS3Yx3YxY BOT CHORD L2x2xY4 BRACING REQUIRED, FIELD VERIFY AND INSTALL WHERE MISSING EXISTING C5 TYP COORDINATE SPLICE TO CLEAR EXISTING CHANNEL NEW TRUSS NEW TRUSS IS TO BE S571 FULLY GALVANIZED — S571 S571 NOV 3'.0 2009 MOB- (a KtVitVVtu r CODE COMPLIANCE APPROVE DEC - 4 2008 City Of Tukwila BUILDING DIVISION EXIST PRECAST WALL 4' -4" EXIST PRECAST WALL 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 f ACRFFRIRi / RECEIVED CITY OF TUKWILA NOV 11 2008 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ,415,41EFEZAW 1....® - CHILLED WATER UPGRADE DCA -9 -08 -021 COFFMAN E. OJALA 10.22.08 A CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 COFFMAN E. OJALA 11.17.08 \ ?1-c 2)- jici-1 < S573 0 4 • a • • • 4 • • .4 • ' 4 4 .4 • • 4 .4 a . .1 • •a 4 • 4 4 4. . .4 • • • • 4 4 • 4. 4 . . SCALE: 1"=1'-0" SCALE: 1"=1'-0" EXIST PRECAST WALL 9 -101 BUILDING Y 2 Y S573 S57I S573 STIFF PL /6 N6 TYP 2Y" 2 2)2 2 BOTH COL / / / FIELD MEASURE // // / // // / / / / // / / • // // / / // // / / / / EXIST HSS5x5 BEYOND TRUSS CO \N DETAIL / %6 2/2 3" SECTION A —A io EXISTING CHANNEL TRUSS SPLICE CO \\ DETAIL PL -10" TYP UON t) HSS CHORD SEE 1/S570 CV X J 2" GAP MIN 2Y" Ns TOP Ns TYP TYP 1 WP S570 S571 HSS CHORD SEE 1/S570 (4) /4%i A325 BOLTS ( S570 S571 HSS4x6 TYP PLvx5x13i " TYP UON & BOT HSS3Y2x3Y2 TYP EXISTING CHANNEL TRUSS CO \\ DETAIL SCALE: 1"=1'-0" WEB SPLICE CON\ DETAIL SCALE: 1 " =1' -0" HSS3Y2x3) TYP (4) 5 /8"0 A325 BOLTS ,:ti►' FIELD INSTALL Mg=111= HSS CHORD SEE 1/5570 EXISTING L2x2 1 � 1 5570 S571 5 S570IS571 SS4x6 TYP 'NOV 3`,0 2009 i�D t1OB ' 2S Cp ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN APPROVED EXISTING CHANNEL EXISTING L2x2 DATE EXIST PRECAST WALL BUILDING EXISTING ANGLE WITH STIFFENERS. TRIM AND GRIND NOTCH TO ALLOW NEW TRUSS BEARING HSS4x6 TYP 5 EXISTING JOIST HSS3Yx3Y TYP L2x2 BRACING TITLE TRUSS CO\ SCALE: 1"=1'-0" TRUSS SECTION SCALE: 1"=1'-0" SUBTITLE STRUCTURAL MASTER DETAIL NEW TRUSS TRUSS DETAILS SEAL <WELD TYP PY END PLY, TYP ALL ENDS OF HSS EXIST HSS5x5 BEYOND BUILDING 9 -101 t VICVVU) t CODE COMPLIANCE APPROVED DEC — 4 2008 City Of Tukwila BUILDING DIVISIO APPROVED BY CHECKED ENGINEER CHECKED APPROVED JOB NO. SYMBOL ^ D.0 CURRENT REVISION DWG NO. 4. • 4 • el • a 4. 4 4 S570 5571 S571 S572 BOTH COL EXISTING CHANNEL reo S570 S571 AFOFFMAN GINEEIS 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 EXISTING JOIST 9- 101 —S571 RECEIVED CITY OF TUKWILA NUV 1a9 2008 PERMIT CENTER DATE COMP NO. 11.17.08 i -(1/ I- , \ ?1-c 2)- jici-1 < L Jo WP S573 0 4 • a • • • 4 • • .4 • ' 4 4 .4 • • 4 .4 a . .1 • •a 4 • 4 4 4. . .4 • • • • 4 4 • 4. 4 . . SCALE: 1"=1'-0" SCALE: 1"=1'-0" EXIST PRECAST WALL 9 -101 BUILDING Y 2 Y S573 S57I S573 STIFF PL /6 N6 TYP 2Y" 2 2)2 2 BOTH COL / / / FIELD MEASURE // // / // // / / / / // / / • // // / / // // / / / / EXIST HSS5x5 BEYOND TRUSS CO \N DETAIL / %6 2/2 3" SECTION A —A io EXISTING CHANNEL TRUSS SPLICE CO \\ DETAIL PL -10" TYP UON t) HSS CHORD SEE 1/S570 CV X J 2" GAP MIN 2Y" Ns TOP Ns TYP TYP 1 WP S570 S571 HSS CHORD SEE 1/S570 (4) /4%i A325 BOLTS ( S570 S571 HSS4x6 TYP PLvx5x13i " TYP UON & BOT HSS3Y2x3Y2 TYP EXISTING CHANNEL TRUSS CO \\ DETAIL SCALE: 1"=1'-0" WEB SPLICE CON\ DETAIL SCALE: 1 " =1' -0" HSS3Y2x3) TYP (4) 5 /8"0 A325 BOLTS ,:ti►' FIELD INSTALL Mg=111= HSS CHORD SEE 1/5570 EXISTING L2x2 1 � 1 5570 S571 5 S570IS571 SS4x6 TYP 'NOV 3`,0 2009 i�D t1OB ' 2S Cp ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN APPROVED EXISTING CHANNEL EXISTING L2x2 DATE EXIST PRECAST WALL BUILDING EXISTING ANGLE WITH STIFFENERS. TRIM AND GRIND NOTCH TO ALLOW NEW TRUSS BEARING HSS4x6 TYP 5 EXISTING JOIST HSS3Yx3Y TYP L2x2 BRACING TITLE TRUSS CO\ SCALE: 1"=1'-0" TRUSS SECTION SCALE: 1"=1'-0" SUBTITLE STRUCTURAL MASTER DETAIL NEW TRUSS TRUSS DETAILS SEAL <WELD TYP PY END PLY, TYP ALL ENDS OF HSS EXIST HSS5x5 BEYOND BUILDING 9 -101 t VICVVU) t CODE COMPLIANCE APPROVED DEC — 4 2008 City Of Tukwila BUILDING DIVISIO APPROVED BY CHECKED ENGINEER CHECKED APPROVED JOB NO. SYMBOL ^ D.0 CURRENT REVISION DWG NO. 4. • 4 • el • a 4. 4 4 S570 5571 S571 S572 BOTH COL EXISTING CHANNEL reo S570 S571 AFOFFMAN GINEEIS 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101 -1625 206 623 0717 Fax 206 624 3775 EXISTING JOIST 9- 101 —S571 RECEIVED CITY OF TUKWILA NUV 1a9 2008 PERMIT CENTER DATE COMP NO. 11.17.08 SYM REVISION DATE BY APPROVED DATE SYM REVISION BY APPROVED DATE eitssi.. : i A ® / I - CHILLED WATER UPGRADE DCA -9 -08 -021 COFFMAN E. OJALA 10.22.08 TITLE STRUCTURAL MASTER • BUILDING 9-101 D.C. J A CHILLED WATER UPGRADE ADDENDUM #1 DCA -9 -08 -021 COFFMAN E. OJALA 11.17.08 APPROVED JOB NO COMP NO APPROVED DWG NO. 9- 101 -S572 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN DATE SUBTITLE DETAILS CURRENT REVISION „ , SYMBOL A DATE 1 1,17,08 CHECKED SHEET 7 S52 / APPROVED BY DEPT. DATE ENGINEER TITLE STRUCTURAL MASTER • BUILDING 9-101 D.C. J CHECKED APPROVED JOB NO COMP NO APPROVED DWG NO. 9- 101 -S572 END PL3” THICK HSS4.00x0.226 PIPE 4 "STD HSS8x8xY" END PLY." THICK HSS4.00x0.226 PIPE 4" STD EXISTING TRUSS WEB, TYP HSS8x8xY" END PLY" THICK HSS4.00x0.226 PIPE 4" STD EXISTING BEAM WEB D , D CL PLYx8 "x0' -10" W/ (2) %4" o THREADED ROD W/ RE500 -SD ADHESIVE (8" EMBED, MIN) CHILLED SCALE: 1/2" = 1' -0" CL 22' -6" MAX CNTR ON ROOF BEAMS PL /x5 "x12 W/ (2) Y "o TZ KWIK BOLT C r 0 w U- C Y" STIFF PL D , 10' -0" TYP CNTR ON ROOF BEAMS SEAL WELD %6 ROUND TO PIPE •. D t D . D '4 . 5 ILLED WATER PIP SCALE: 1 /2" = 1' -0" LU U- C E2 w CHILLED WAT SCALE: 1/2" = 1' -0" PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT D • D / D E SUPPORT PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT • • •*" • ' r D` . • D I S . SUPPORT 6' -0" •4 D D D NG PRECAST CONC, ROOF PANEL TYP BU ROOF L FIELD ADJUST 2' -0" MAX /6 PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT SLEEVE HSS INTO STD PIPE TYP fi BU ROOF ER PIPE SUPPORT NEW CHILLED H2O PIPE U ROOF SEAL WELD TYP EXISTING ROOF BEAM PARALLEL WHERE OCCURS, TYP r S572 rE3 dS572 SEAL WELD PIPE SUPPORT PER MECH PLY" THICK SEAL WELD\ II TYP EXISTING PRECAST CONC, ROOF PANEL TYP PIPE 4" STD HSS4x4xY" END P" THICK HSS4.00x0.226 PIPE 4" STD CL SCALE: NONE CHILL SCALE: NONE PLAN VIEW CL D WAT 10' -0" TYP CNTR ON ROOF BEAMS NEW CHILLED H2O PIPE PLYx8 "x0' -10" W/ (2) 3 /4"0 THREADED ROD W/ RE500 -SD ADHESIVE (8" EMBED, MIN) BU ROOF CHILL D WATER PIP SCALE: 1/2" = 1' -0" PIPE SUPPORT PER MECH SEE 3/S573 FOR ALT SADDLE SUPPORT Y STIFF PL HSS4x4xY" PL Y." THICK EXISTING HSS5x5 COL SUPPORT HSS5x5xi EACH SIDE • EXISTING HSS5x5 COL HSS5x5xY ELEVATION VIEW LATERAL BRACE SUPPORT (5 10' -0" TYP S572 CNTR ON ROOF BEAMS ORT CL 2 5572 EXISTING SHEATHING PIPE SUPPORT PER MECH CL A\ /3 SIDE TYP EXISTING ROOF BEAM, TYP EXISTING ROOF BEAM PARALLEL WHERE OCCURS, TYP EXISTING PIPE SUPPORT LU LU a L4x4xY --� I � 1 - S572 NOTE: CONTRACTOR TO VERIFY ALL NEW PIPE SUPPORTS ARE CENTERED OVER EXISTING BEAMS. CONTRACTOR TO FIELD . LOCATE EXISTING BEAMS. SEE SHEET M536 FOR ROOFING DETAILS L3x3xY4 TYP• -� y4 PLAN VIEW • SCALE: 1/2" = 1' -0' NEW CHILLED H2O PIPE - EXISTING WIND PIPE CLAMP GIRT SEE MECH -,— ELEVATION VIEW \EX SIDEWALL PIPE BRACT \G v COL TO BM/ Y4 V D. w r D. >D: D i SEAL WELD %6 ROUND TO PIPE SLEEVE HSS INTO STD PIPE TYP • , D PL x8 "x0' -10" W/ (2) / "o THREADED ROD W/ RE500 -SD ADHESIVE (8" EMBED, MIN) I, A % D /6 II /SEAL WELD TYP U ROOF 4' -6" • PL %x6x6 W/ (2) Y2"95 SELF- TAPPING SCREWS PIPE PER MECH v_ X LU LL O U O -H cn o E- _I 3 Co O X O � L4x4xY4 K�v W p�.IA��E CODS CO� 9141 VE pf Tuita Cr Q � ; � D �SION 8st 9 -101 S572 CL Mo8,4)--5(P GRILLE SCALE: NONE EQUIPMENT BASE OR LEG 5" ANCHOR BOLT EMBEDMENT DEPTH # © 12 "OCEA WAY CTR IN SLAB-- RE 500 ADHESIVE #5 DOWEL W/ 3" EMBED, © EA CORNER TYP - SCALE: NONE EXISTING SHEATHING PIPE SUPPORT PER MECH BEAM OR TRUSS WHERE OCCURS D WATER PIP E \T a Z1 SCALE: 1/2" = 1' -0" 4 4 4 4 4 CO\CRET 4 !� \ORTH SID 4 4 V fl EC EXISTING PRECAST WALL 3 /4"0 ANCHOR BOLT OR EXPANSION BOLT WASHER CONCRETE PAD OR CURB 4 -WALL PIP CL 4 12" EDGE DISTANCER w c) z O 1 " ALL SIDES m U O 0 4 4 4 APICAL PAS EXISTING OUTER FRAME TO REMAIN PIPE PER MECH - BRACI\C � NEW CHILLED H2O PIPE I SUPPORT - A \CHOR ribs - S572 COFFMAN N G I N E E R S 1601 Fifth Avenue Suite 900 Seattle, Washington 98101 -1625 FLOOR OR ROOF SLAB (S) - 5572 PL /x10x10 W/ (4) Y2"0 TZ KWIK BOLTS SPACE NEW FRAMES © 4' -0" OC VERT FULL HEIGHT OF WALL S572 RECEIVED CITY OF TUKWILA NOV 1,9 2008 PERMIT CENTER EXISTING PRECAST WALL SEAL WELD ROUND TO PIPE SYM A TR,SS A\GI__ SCALE: 1 1/2" = V-0" HSS6x4xY4 LSV HSS4.00x0.226 3/16 PIPE 4" STD C 7; 14 TR.,SS CO\\ DETAIL HSS6x4 LL •. • 4 ' 4 . 4 A •, • • .„• SCALE: NO SCALE _ •••••- •■' ` _ CO\\ D WAT -R S REVISION CHILLED WATER UPGRADE DCA-9-08-021 CHILLED WATER UPGRADE ADDENDUM #1 DCA-9-08-021 3 /4"� THREADED STUD - -EXISTING HSS5x5 "TAIL_ EXISTING CHANNEL BY COFFMAN COFFMAN \LARG STUD TO HSS Q APPROVED E. OJALA E. OJALA \T 1 SCALE: NO SCALE S571 S573 SEE 8/S572 OR 10/5572 FOR SUPPORT CONDITIONS, PIPE AND WELD SIZES PPORT LAT DATE 10.22.08 11.17.08 -TRUSS TOP CHORD SEE PLAN SYM S570 ERN_ BRAC NEW CHILLED H2O PIPE SLEEVE HSS INTO STD PIPE TYP 3/4" STIFF PL HSS6x4x LSV S572 S573 (Th, ILL PIPE ROLLER PER MECH HSS PER DETAIL REVISION SCALE: 1 1/2" = BY WAT 4 TRSS COV\ SCALE: NO SCALE APPROVED L4x3x LLV SUPPORT PER MECH ER PIP Zr S5 72 HSS4.00x0.226 • PIPE 4" STD TRUSS CHORD DATE E SAL Yi6 SLOT IN TRUSS CHORD \LARG TRUSS TOP CHORD f V S,PPORT -SLEEVE HSS INTO STD PIPE TYP NOTE: GREASE CONNECTION DO NOT OVERTIGHTEN NUTS. CONNECTION MUST BE FREE TO MOVE. CHILLED WATER PIPE ,SEAL WELD ROUND TO PIPE \T 10' - HSS PER DETAIL 5571 5573 _, S573 20'-0" FIELD VERIFY __CT SCALE: NO SCALE ALTERNATE SADDLE PIPE SUPPORT 0 \ HSS4.00x0.226 A ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY A DEPT. =X 20' DATE SCALE: 1 1/2" = 1'-0" (N) L4x4x W/ (2) 3 /4."95 EXP BOLTS x 4" EMBED CCU V SCALE: 1 1/2" = 1'-0" DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED 19 11 1 C- LLID WATER PIP 5572 HSS6x4 LSV BEYOND 1111111•1111 Y4" STIFF PL TYP 1. Amh H SS 8x 8xY4 DATE CO\ SPA\ NEW CHILLED H20 PIPE SUBTITLE TITLE NEW CHILLED H2O PIPE EXISTING COL - _ - _CTIO\ DETAIL cTRI ICTI IRAI IdAqTr SADDL__- SPPORT S572 5573 - 5573 EXISTING PRECAST CONC WALL HSS6x4 LSV BEYOND 3 SIDES BUILT UP ROOF 2C-0" FIELD DETAILS 6 S57115573 BUILDING 9-101 SEE MECH FOR SADDLE 10'- HSS4.00x0.226 Z NOV 30 2009 VERIFY MO 8 02S NOTE: CONTRACTOR TO VERIFY ALL NEW PIPE SUPPORTS ARE CENTERED OVER EXISTING BEAMS. CONTRACTOR TO FIELD LOCATE EXISTING BEAMS. SEE SHEET M536 FOR ROOFING DETAILS r SHEET JOB NO. DWG NO. COFFMAN NG NEERS 1601 Fifth Avenue Suite 900 Seattle, Washing on 98101-1625 206 623 0717 Fax 206 624 3775 CURRENT REVISION vIt vvt CODE co 414 PPR 0 VE SYMBOL S573 DEC - 4 2008 City Of Tukwila 13IJILDINg D SIQN PIPE ROLLER PER MECH A n 4n4 nr-7-7 DATE COMP NO. SEAL WELD TYP RECEIVED CITY OF TUKWILA NOV 19 ZOUti PERMIT CENTER 11 7.08 DATE ;®.. REVISION e - 22- 5!,•%. - RE: "SION ▪ BY ® CHKD ® APPR. DATE al • • • KV 9 -;1. • F ® • • EN i- t'1.9to• • c,t& • •�,� 7- Z -5 • az • •C fret 6- 26 -54• C- • F • • 4; il/s: z. BSI 6-8 74 • e • • Es • Nal 4, - 9t • k NAOCO: tVott:., is 4- 4 -.1'0 . ® ,1 I SS u E Q F C31C. " 4 S /3U1 AO? ~7 Lo /.0,Nri, DIAG2aN; J REVISION RCEvtStnlloYEc A ns,au P,A., '20.f2 ,L ADD Co[. C47 ?"Nkt) C58 ADD COL C35 TNRU C.44 ADD COLS C3V,C32., G33 . 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L,L. = /ax 25 s 250% _ E00. f cam Live Load 4 -D Roo f' L. L,= ` /p, p"` i. /0, 0 " /0,4 AO, / ;,/, Cra7n Load: 1.0 o /a,o o /.o .roM/ / /.o" /0,0" ?G,C /o.& /1.0 airdcr Give Load Mer»(pers dL•519ned j move /oa,.;./ir79v nor norrr,d/ wor::ir 9.57fra'S'cOla', _... Pre nor 7 e' 'cc d a bove y/rn /2/c momec rs-, Member Shee4 No. C. 31 -e3+ /nc /. 4 C454. C410 101 -G9 C 3 5-4'0 C43 C414, C 54 th cl. lol - C l5 C44 G.55 40 C58 Inert. /0l - C18 C F L o Nr) C ?A C l Y`? =COQ. C. li+. P41J 4' W 4 S L)'T t L. � G; p To 0 to fl A09% - r•otoAc. ;CDNGa.err . (QE'bV FOR Q-iot Rvcroczat.i1Pc.A.Aos. 41412414 ECEPtiEtil OCT 2 3 2008 PERMIT CENTEI BLDG. N0. 9 -101 20.5 0 P/474'. WA RR.; /114c1)- sineomarsoirAv DATE 11 REVISION 4t, 4-ol-c5 D t5 IS15 fi ■ tO fr 1.1-1"‘ xr-2 0 i 3"T- 2 0 27> oTTE.D mtb1ck,„TFS 4r2 ANC *AIL bELoW. O 0 • OM • 0 0 NB O 0 0 RS • 0 • • , • • • SO 1 I I 144. ;. i • 1 815 r 5 -1 -4- Ili 1 1 1 IH 1 TyP. PU R L 114,1S 10 21, 15 f- Tyr IloR t2 . 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ROC. 2. 0' - lea, (.5 $0S15 to Zs 15 101/F2.1 4. PLAN 'kr HORIZ. ROD BRACING 1STWN. Tot. K " r. ir 5 eLE: •. a , t- Fog. GrE*E.AL PGGIe Pwc ENER.^.... sreart- P4o-rES 12;11AFG ROOF STRUCTURAL FRAMING PLAN war BOEING COMPANY AEROSPACE DIVISION trit DEVELOPMENT CENTER SEATTLE WASHINGTON 1 . At..t. STR; ucT LIR A L. ,S TE EL,. SHALL. 15,,E 11.4 ACCORDANCE NtATH THE LATEST A ST M SPEC.. 3 ID ' .1%.1 Z. Mo1/411-.1 c. vv.; Ketcrest4s .SHA.L.L. ISE 43. H16)-1 ST' RE Pa4ST - AST I■4 - A. 4 50 Zoo L.:45 Ut-it-Sss NO 4:7A4 Ec op.srtoo.pty ot-41/4..tEGT • 00.1 S &HAL 1- ma" t i.‘ ( t > 3. s 51 NAA.c. IA I lO 5H0P Co 11/41 14./ EP-GT.0w • 51 Zol-TE• v.o• LztEtt 1.L. F012 E-10 WELD,. S. ALL 11.1RA.c1.-.44S SHALL. HAVE At. ML.1111/44 OF : 0 .E)‘.."Ir C o As pw EcT sOwb 1.41/41 LESS °To-1E12 £140p Pol1/41 514 ibt 01.8E ta 00 F Rosy- I H ep.61 P4 11 REMOVE E' VERT/CAL -SWAY' 8R17.CE w R E MARKED LOADING! Fog LI va LOADS, Cr-ANSI-COLD AND WIMP .5•ME 1,94."‘C.r. 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E L.4 I 1 -'1 " 5C, /\L -E ' L 21/" ri2 I r / i 510 13 -17 oan e =9 Cl AUBURN, WA. 98002 ❑ EVERETT, , WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA.. 98124 15' - 0� EXI5T 9 -10I ANNEX (WC. N 02 -527x) 5-0" TO,S. EL. _ . f-- / 41' -1 4 f__ B -18 B -22 - TOP CHORD EXTENSION le 047. 2 6 -17 C8x11.5 GONT GS *II.S @4'- O "O,G, 5ACl RD -D GEcfloJ . .c Mod - 40' -o" FOrIS- 10 NOV 3 0 2009 T,OS t_L. lo' APPROVED BY T.0.5 EL. 41' -914 T.O,5.EL iMk I T,O.S. EL, T05. F.. ID 170.. EL. 41 DEPT. Din INdi ( )) p.6 4 ✓(MIN) 8 -17 F: LOUR 6M -- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION 16 APPROVED 32' - 6 -11 DATE ROOF FRAMING PLAN SCALE: i /g' = 1 L o" CV CHECKED ENGR. APPROVED CHECKED i A APPROVED /8 S 13 -17 5 5PAC E5 @ Co - G " = 32L (o" L ca L¢x4"1/4 CONT C6 Y PTS, 0 Y 5 -21 170.5. EL, F lat/. 42 I cw c kloAt11 22.3 BLDG. ' -tot 5CAL. 1/2 "= 1' -O" REFERENCE ,DWGS: 5 -1 C.1 NF RAL NOTES � STEEL SCHEDULE BLDG. 9 -101 EAST ANNEX ADDITION S C /\ L. C • , 1/1 j V EAST ANNEX AtUU i ON STRUCTURAL \-2 "(1) HAND RAIL I SIDING ' 4 (5EE ARCH) 1/4!' x 4" GoNT KICK ft. 3 4' GRATING, CS 1 VIIIIIIIIIIIIIIIE LW Gb- SECTION @SUPPORT BLDG, PLATFORM -0 " /4V 1 4I X 4" FONT KICK Ft 4' NEW Y:7 Vb.* w /USER..- Uc..t�115HE� HoI i1 -_ t 2LL ((, Se.E. 5 -'59 Fot. I \tQ T�. ",G� 2 0 11 5C../\L. [.: I' I' 0 11 4 "GONG, 5LAB ON 1 1/ MTL. DK L4 CO NT. T05,EL.28' -lo'i FLOOR M S .CT IO N e SUPPORT E3LDG, PLAT ORM 5C./\I L : 1/2'• l' -0" 4 012 "O, TYI' FROM 13M 22 6 - 23 4 R.25 @22. @ 22.1 64 2205 SECTION 5CALE : I / =1' - THE AUSTIN COMPANY OES I GINERS • D. G t P rt • sus LDE>e SUPPORT BLDG.— '1 NU FLT. t<OO MASTER DC 3/ 3 /" CLR. SECTION @ FLOOR BM. 3 @l2 SHEET JOB NO. DWG NO. t'(tV,ltVliLLi rUK CODE COMPLIANCE A '`'PR VED DEC - 4 2008 � CI 0f T ukwlla BUILDING DIVISION SIM 5 -2.1 LAST REVISION 1. 5-21 5 -21 • 'EC ��.�M :577 'OCT 2 3 2008 PERMIT CENTEI 5 -21 5 -21 65-5353 OF ..1 0 w •.