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HomeMy WebLinkAboutPermit M14-0062 - BOEING #9-101 BTE HPU - HYDRAULIC PIPINGBOEING #9-1O1 BTE HPU 9725 EAST MARGINAL WAY S M14-0062 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 0003400018 9725 E MARGINAL WAY S BLDG 9- 101 BOEING #9-101 BTE HPU Permit Number: M14-0062 Issue Date: 3/24/2014 Permit Expires On: 9/20/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 CONNIE HARDIN 4600 S 134 PL , SEATTLE, WA, 98168 HOLADAY PARKS, INC. PO BOX 69208 , SEATTLE, WA, 98188 HOLADP1379NO Phone: (206) 250-4530 Phone: (206) 248-9700 Expiration Date: 9/3/2015 DESCRIPTION OF WORK: HYDRAULIC PIPING ONLY Valuation of Work: $60,000.00 Type of Work: NEW Fuel type: Fees Collected: $982.42 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer Distric: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Permit Center Authorized Signature: Date: -S')""*"--,` 11 I hearby certify that I have read and examined this permit and know the same to be true and correct. 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development/permit arid agree to the conditions attached to this permit. Signature: \, (:' Date: Print Name: `-�c)v� ✓� . -e ter- Cc This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWW _ A Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov MECHANICAL PERMIT APPLICATION 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. )1) e Vase print** Site Address: Ct1 ZS4- Orlaf "(fit (1a.,0 Tenant NamerC.: V49 U. Name:.2xle,t r Address, bra[ 3 07 City: �x� p State:' j Zip , , r Jn .l�L fni Address: City:` __lik State: zivio lee Phone; N ,1 '4S'3r0 Fax: yak Z"`'l' % Email r1�4.h(Y 1 ^ k' GLrk . King Co Assessor's Tax No.:'3L40( Y Suite Number: Floor: New Tenant: ❑ Yes Company Name4fActelat P �� gr�GS C,. Address: 460 1.2sLifit Ai City: 11/. N State: uk Zip�g„(‘a Phone:W[/ zs oqs Je5ax: i iy_ � d , Contr Reg N Exp Date: t 4�Pl 37q� 0.0 S' Tukwila Business License No.: Valuation of project (contractor's bid price): $ 100 Q0 d • Describe the scope of work in detail: thit.y t W(iC j. ,‘ CNN' Use: Residential: New ❑ Replacement ❑ Commercial: New y Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: H.\Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-1 I.docx Revised. August 2011 bh Paget oft Indicate type of mechanical work being installed and the quantity below: Furnace <100k btu Furnace > 100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment er/Compresso 0-3 hp/100,000 btu QtY 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu 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. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 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. BUILDIN O OR AUED AGE Signature: ��—JY Print Name: 0_,Dn4 t�kAQ.r l;P\ Mailing Address: L1I0 Date:3 -13" Day Telephone: Zto ZS??.KS3Z City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-1 Ldocx Revised August 2011 hh Page 2if2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $982.42 M14-0062 Address: 9725 E MARGINAL WAY S BLDG 9-101 " Apn: 0003400018 $982.42 MECHANICAL $944.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $723.20 PLAN CHECK FEE R000.322.102.00.00 $188.93 TECHNOLOGY FEE $37.79 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1459 R000.322.900.04.00 $37.79 $982.42 Date Paid: Thursday, March 13, 2014 Paid By: CONNIE HARDIN HOLADAY PARKS FA Pay Method: CREDIT CARD 02583G Printed: Thursday, March 13, 2014 1:27 PM 1 of 1 5YSTOMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1i(4_00(e Project: �41, / 5' (D c� Type o Inspecti . n: ,--*� �N ` Jam'---�- Addre3ss: 63 `? 2_5 � _ AM/ GI- t Date Ca ied: ----; ` _- l v 6 it Special Instructions: r n `� ! . �G Date Wanted: �ag`m. -?.0=1 p- Requester: Phone No: .-^} 2.-.5 _ 2- 3 k —1 l -S_S Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 .-elkAri(D 4t, i e.{ P cV/i ) 7 Inspector: L.Ae) Date: bey n REINSPECTION FEE REQUIR D. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER voi - c)d 6. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project' elm Type of Inspection: Address: Suite #: %a M� 4�►�-C Contact Person: Special Instructions: Phone No.: [Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:/4 - <>I —c 7 Date:5/757 / Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 042\\(JC\ Type of Inspection:. 4P him ecl-- Address: i --1 a S- Suite #: _ 1 ,1, w t, 5 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: it /\, r 5-1--z(A)-2 i No-t LJ„)Jl-k, A-rc 1 ) O. � l.Uti: \C1iA) JP84/tfri IT ifr b( LCL -D frN of 00 y > / __ i r lie r^0 v.td R d 174-, /,J 'vibe,/ ._.., ,, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: // / ;_ Date: t//) 0V t t' Hrs.: a $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 RarIEVVED FOR CODE COMPLIANCE I APPROVED MAR 2 0 2014 City of Tukwila BUILDING DIVISION FILE COPY Permit No. plKdof pm-N 114- 00192 RECEIVED CITY OF TUKWILA MAR 1 3 2014 PERMIT CENTER Design Sheet -REViEWED CODE COMPLIANC APPROVED; IAR2( 201k CiDLNGty of Tukwila ilUILD1 SiDI MAGNUSSON I KLEMENCIC ASSOCIATES Structural + Civil Engineers Design Sheet MAGNUSSON KLEMENCIC ASSOCIATES ■ Structural + Civil Engineers CQDECOMPJ JAN A FRo IE.?, MiiR 2 0 2014 Cite of Tukwila UlI.: G DIVISION , • • Design Sheet • 1 '-`.. -:f • '4'.'".i."'" '-, ''• . ' • •1,,,' • ..4 , ;Y,• .k.:,-,1:t' i I .1 -''''''''''r i ...4.."i' :'- .':.;.."4 "•i'' r ;-1'''-" 106 - 1'6 444,7,A4•4 4-- , • : ,.' , : : , ..-0---rtil Uri( S, „ -1" i,,:,- - - . " i •:Ii ',.. ": 5 '4:0:16.: 1: * '''''-L ::',‘ , :. i 0 il-Mji---7. t4- I 4.k •-• !",": : •, • • 44 .1;,•:'!;,•. 1.4,f 4 'f • • ".„. • • • • • f , „ • • • 4,44, ! • `,4 43- • • I " , .• "47: , • „ '• • '7. ••• • 7.;• •'• • f • .4 4 .. • ' •""' • '4 , , • • • • • •!. f• , • : • fk • -- • t --; • f • .. • • • • • 4 4: • , . • .:, 4 • • • • " .7, • '1 • • •• • , ••• ", • MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers !), • e ' •i i• , ',„•• • r • , • • •• • (/. . • • • ". • • • • 1 • • WE4D, f() pow:114A PPR'3'JED d AR22011+ LUPINO DINO$P4i. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0062 DATE: 03/13/14 PROJECT NAME: BOEING #9-101 -BTE HPU SITE ADDRESS: 9725 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: -G 4114A AYA— Building Division M. Fire Prevention gp Public Works Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 03/18/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/15/14 Approved Approved with Conditions Corrections Required n Denied n (corrections entered in Reviews) Notation: (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 HOLADAY PARKS INC Page 1 of 4 Washington State Department of Labor & Industries HOLADAY PARKS INC Owner or tradesperson PARKS, GERALD T JR Principals PARKS, GERALD T JR NAILON, JUNE ANNETTE O'CONNOR, BONNY K BECK, DAVID CLARENCE VAN DER VEEN, ERIC M (End: 08/14/2013) PIZZEY, GRACE KATHERINE (End: 08/14/2013) VAN DER VEEN, JULIE ELIZABETH (End: 08/14/2013) CONNELL, DANIEL AARON (End: 08/14/2013) GIRI, BUIT (End: 08/14/2013) KIEL, RINALD HOWARD (End: 08/14/2013) WHITMYRE, CHRISTIAN (End: 08/14/2013) NELSON, MICHAEL (End: 11/04/2010) PARKS, DAVID L (End: 11/04/2010) TALBOT, PAUL (End: 11/04/2010) Doing business as HOLADAY PARKS INC WA UBI No. 578 004 089 4600 S 134TH PL SEATTLE, WA98168 206-248-9700 KING County Business type Corporation Governing persons License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. HOLADPI379NO Effective — expiration 01/21/1983 — 09/03/2015 Bond LIBERTY MUTUAL INS CO Bond account no. 23000452 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/23/2002 09/01/2002 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=578004089&LIC=HOLADPI379N0&SAW= 03/24/2014 SYM VICI CITY VAP 99 CI n 99 EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE—TACOMA AIRPORT SITE PROJECT FROM DOWNTOWN SEATTLE cfN 599 TUKWILA DEVELOPME\TAL CE\TE 900 2 SNOB rn N EXIT 158 e FROM KENT & AUBURN NO SCALE DOT 157 900 REVISION BY APPROVED DATE SYM BOEING WORKPLACE SERVICES BUILDING9-1O1 BTE TEST FRAME - HPU -ISSUE FOR CONSTRUCTION BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AEA N AP 3UILDI\G ADDRESS: 9725 EAST VAKI\AL WAY SOUTH TU<WILA, WASHI\GTO\ NO SCALE 9-101 3UILD1\G LOCATIO\ REVISION BY APPROVED DATE BTE TEST FRAME HPU - ISSUE FOR CONST 14786 MKA P.T. RYAN 02.15.13 CODE SUMMARY TYPE OF APPLICATION: ❑NEW ['ALTERATION ®ADDITION ❑TENANT IMPROVEMENT PROJECT DESCRIPTION: PROJECT INCLUDES INSTALLATION OF A MODULAR SELF-CONTAINED HYDRAULIC POWER UNIT (HPU), NO OCCUPANCY OR USAGE MODIFICATION FOR THE MAIN BUILDING IS REQUIRED. CODES: '00• INTERNATIONAL BUILDING CODE (IBC), AS ADOPTED AND AMENDED BY THE CITY OF TUKWILA 09 INTERNATIONAL FIRE CODE (IFC) 009 INTERNATIONAL MECHANICAL CODE (IMC) 008 NATIONAL ELECTRICAL CODE (NEC) 2019 UNIFORM PLUMBING CODE CONTRACTOR & STATE NUMBER: BOEING PROJECT ENGINEER. BOEING CONTACT: JOHN MURDOCH PHONE: 253-657-0868 FAX NUMBER: 253-657-0858 E-MAIL: lohn.s.murdoch@boeinq,com OCCUPANCY GROUP: GROUP F 1 (HIGH -BAY) & GROUP B (OFFICE, NO WORK THIS AREA) CONSTRUCTION TYPE: TYPE II-B (NO CHANGE) ZONING: ALLOWABLE AREA INCREASE:NO CHANGE OCCUPANT LOAD: (ALLOWABLE) NO CHANGE (TABLE IO-A) TUNNEL (F-I OCC.) occ. NO CHANGE BLDG GROSS NEW & EXIST 1,117,759 IST FLOOR F-I OCC.) OCC, NO CHANGE TUNNEL 713.829 MEZZANINE (B OCC.) OCC. NO CHANGE IST FLOOR HIGH -BAY 713,829 2ND FLOOR (B OCC.) OCC. NO CHANGE MEZZANINE 55,689 TOTAL ALLOWED: 00C, NO CHANGE 2ND FLOOR OFFICE 31,280 PROJECT AREA OCC. 0 PROJECT AREA 330 OCCUPANT LOAD PER IBC TABLE 1004,1.1:(TOTAL FOR IST & 2ND F-1 FACTORY OCCUPANCY FOR NEW ADDITION: FLOOR OF MODULAR BLDG) 1453SF/IOOSF PER OCC = 15 OCCUPANTS BUILDING HEIGHT: (ACTUAL) II -8 STORIES: I MEZZANINE ? ❑ (YES) ® (NO) SQ FT 261 SF THE BOEING CO. BOEINC 294ML(01/2013) FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NFPA 13 ? SEPARATION NONE REQUIRED (PER IBC TABLE 508.4) ® (YES) ❑ (NO) EXTERIOR WALL (NON -BEARING) HOUR RATING N/A EXTTERIOR WALL (BEARING) HOUR RATING N/A INTERIOR WALL (NON -BEARING) HOUR RATING N/A INTERIOR WALL (BEARING) HOUR RATING N/A DEMOUNTABLE PARTITIONS HOUR RATING N/A STRUCTURAL FRAME HOUR RATING N/A FLOOR/CEILINGS HOUR RATING N/A ROOF CONSTRUCTION HOUR RATING N/A SHAFT ENCLOSURES HOUR RATING N/A SEISMIC DESIGN CATEGORY (SDC): D DESIGN LOADS: (CHAPTER 16) SEE SHEET S-I FOR MORE INFORMATION ROOF: LIVE (SNOW) 25 (PSF) FLOOR: OFFICF MECH/STOR STAIRS NA NA NA CONCENTRATED: NA FLOOR AREA: (ACTUAL) 1453 SF NA NA NA NA SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT WIND: EXPOSURE CATEGORY C BASIC WIND SPEED 85 MPH (PSF) (PSF) (PSF) IMPORTANCE FACTOR 1.0 (FOR OCCUPANCY CATEGORY II) i P1E/A ® G'- ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE CODES AND PERMITS PROJECT TITLE: 9-101 BTE TEST FRAME SUBSTATION BUILDING 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: II BUILDING ❑ GRADING ❑ PLUMBING ❑ LANDSCAPE MECHANICAL ❑ DEMOLITION STRUCTURAL ❑ - *TO BE REVIEWED UNDER SEPARATE PERMIT 14768 IMPROVEMENT ❑ ELECTRICAL ❑ FIRE PROTECTION* ❑ CANTILEVER RACKS WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE -APPROACHES COMPLIANCE OPTION ❑ PRESCRIPTIVE ❑ LPA ❑ ANALYSIS II N/A SPECIAL INSPECTIONS REQUIRED: (PER IBC CH. 17) ® WELD CONCRETE II REBAR ANCHOR BOLTS ® STRUCTURAL BOLTING STRUCTURAL OBSERVATION ❑ OTHER ❑ GRADING, EXCAVATION, FILLING II DRILLED -IN & GROUTED ANCHORS CALCULATIONS TYPE.STRUCTURAL ATTACHED X (YES) (NO) REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. OTE: Revisions will require a now plan submittal and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical 'lectrical &Plumbing was Piping City of Tukwila BUILDING DIVISION Permit No. KM' OO(.Z PI r !ew approval is subject to errors and omissions. of construction documents does not authorize : o of any adopted code or ordinance. Receipt y a .. eov opy nd n,' ons is cknowledged: By, ._ cK Date: City Of Tukwila BUILDING DIVISION IiSUE FOR CONSTRUCTION FEBRURARY 15, 2013 TITLE SHEET womplimorneroymeamecieeMaMMadon REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 201k Cityof Tukwila BUILING DIVISION 0006z RECEIVED CITY OF TUKWILA MAR 1 3 2014 PERMIT CENTER MAGNUSSON KLEMENCIC ASSOCIATES CURRENT REVISION 14786 SYMBOL Structural + Civil Engineers 1301 Fifth Avenue, Suite 3200 Seattle Washington 98101-2699 T: 206 292 1200 F: 206 292 1201 DATE 02.15.13 ENGINEER CHECKED APPROVED APPROVED TITLE PERMIT MASTER BTE TEST FRAME — HPU BUILDING 9-101.1 SHEET GO JOB NO. 14786 COMP NO. DEV. CENTER, WA DWG No. 9-101—GO cc c u r • • c c a c PARTIAL FOU SCALE: 1/8" = 1'-0" DATIO\ PLA\ Ira u-Ak • 11 • p art • RECEIVE CITY OF TUK CO\STRUCTIO\ TES NEW CONCRETE PAD AT HPU. MIN 8" THICK. TOP OF PAD TO MATCH BUILDING SLAB ELEVATION 15'-0". REVIEWED FOR, CODE COMPLIANCE APPROVED MAR 2 0 2014 City of Tukwila BUILDING DIVISION {), xu x, xx„. %1A14A% 1A15A 1S10 1S11 1S12 1S13 1S14 1S15 0 1S16 1S17 1S18 1S19 1S20 1S21 1S22 1S23 1S24 1S25 1S26 1527 1 1S28 1S29 1S30 1531 1S32 1S33 1 /ILA _11S34 1S35 1S36 1S37 1S38 2 1539 1S40 1S41 1S42 1S43 q 1 44 1S45 1S46 MAR 1 3 2014 PERMIT CENTER 9-101.1 KEY PLAN MIy-OQlo2 ISSUE FOR CONSTRUCTION FEBRURARY 15, 2013 MAGNUSSON KLEMENCIC ASSOCIATES Structural + Civil Engineers 1301 Fifth Avenue, Suite 3200 Seattle Washington 98101-2699 T: 206 292 1200 F: 206 292 1201 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BTE TEST FRAME 14786 MKA P.T. RYAN 06.05.12 BTE TEST FRAME HPU - ISSUE FOR CONST 14786 MKA P.T. RYAN 02.15.13 gLASIZFE,AW' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. KUBICKA DATE 06.05.12 CHECKED P.T. RYAN 06.05.12 SUBTITLE FOUNDATION PLAN (0-1/S-W) CURRENT REVISION 14786 SYMBOL A DATE 02.15.13 ENGINEER B.P. ENFIELD CHECKED P.T. RYAN APPROVED 06.05.12 06.05.12 APPROVED TITLE STRUCTURAL MASTER BTE TEST FRAME - HPU BUILDING 9-101.1 COL. 0-1 /S-W DEV. CENTER, WA SHEET 1S14A JOB NO. 14786 COMP NO. DWG NO. 9-101.1-1S14A mil. n /4 A /nn1 7 7.1 n.cn III/ LEGE \D I--4 `�I jJ YY I- 7 J J I— 10'-0" 6" 29'-0" HPU CL a J J CD I- J 10,-0 ?C'etlaa.61. InAgLd•L'Ac-r,k 6ec: ,ti,,,, b 1 3ov..i E L. 1S64A S294 L.` I mI L-I IJ----J .1 " r 05 1 RE;/ EW .D FCI . CODE COMPLIAN APPROVED MAR 202014 City of Tukwila, BUILDING DIVISlat REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BTE TEST FRAME 14786 MKA P.T. RYAN 06.05.12 BTE TEST FRAME HPU - ISSUE FOR CONST 14786 MKA P.T. RYAN 02.15.13 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. KUBICKA PARTIAL FAST FLCC SLA3 PLA\ SCALE: 1/8" = 1'-0" DATE 06.05.12 CHECKED P.T. RYAN 06.05.12 SUBTITLE RECEIVED CITY OF TUKWILA MAR 1 3 2014 PERMIT CENTER GENERAL NOTES EFERE\CE DRAWINGS CO\STRUCTION NOTES NEW STEEL STAIR AND LANDING. CONTR DESIGNED. MINIMUM 4'-0" x 4'-0" CLEAR LANDING. STEEL OR ALUMINUM GRATE FLOOR AND STEP. POST UP DIRECTLY OFF OF CONCRETE PAVEMENT. COORD LOCATION WITH HPU DOOR. COMPLY WITH IBC-2009 CODE FOR LOADS AND DIMENSIONS. NEW CONCRETE EQUIPMENT PAD FOR OWNER FURNISHED HPU. MI LIOO&Z D E H J Ja �� U ) O %1S64A% 1 S65A 1S60 1S61 1S62 1S63 1S64 1S65 1S66 1S67 1S68 1S69 1S70 1S71 1S72 1S73 1S74 1S75 1S76 1S77 1 1S78 1S79 1S80 1S81 1S82 1S83 1 J 1S84 1S85 1S86 1S87 1588 2 1S89 1S90 1S91 1S92 1S93 2 L. 1 1S95 1S96 C ISSUE FOR CONSTRUCTION FEBRURARY 15, 2013 PARTIAL FIRST FLOOR SLAB PLAN 9-101.1 KEY PLAN "T"-c;..7Rvcepe....",c-c-e0".(41 MAGNUSSON KLEMENCIC ASSOCIATES CURRENT REVISION 14786 SYMBOL A Structural + Civil Engineers 1301 Fifth Avenue, Suite 3200 Seattle Washington 98101-2699 T: 206 292 1200 F: 206 292 1201 DATE 02.15.13 -ENGINEER B.P. ENFIELD 06.05.12 CHECKED P.T. RYAN APPROVED 06.05.12 APPROVED TITLE STRUCTURAL MASTER BTE TEST FRAME - HPU BUILDING 9-101.1 COL. 0-1/S-W DEV. CENTER, WA SHEET 1S64A JOB NO. 14786 COMP NO. DWG NO. 9-101.1-1S64A nTD. n /4 A inn 7 G.rtA 4 A n11 SYM (E) INT SLAB 3'-7„ (E) GRADE BEAM 3/8" ASPHALT IMPREGNATED EJ #5 © 12" " ( ) #4 CONT TOP #4 DWL © 12" 12" CONC SLAB #5 © 12" EW TOP & BOT 2'-0 1/2" #4 DOWELS W/ STD HOOKS SLAB ON GRADE 1'-0" SECTIO\ SCALE: 1/2"=1'- 4 1/2' MIN Pf ( ji 3.6 SEE PLAN (2) #4 CONT TOP #4 DWL © 12" SUBGRADE PREP PER SOILS REPORT ) #6 CONT T&B #4 © 10"EW (2) #4 EW MIN SECTIO\ SCALE: NTS REVISION BTE TEST FRAME SUBSTATION - PERMIT BTE TEST FRAME - RFI #0041 & 0042 BTE TEST FRAME HPU - ISSUE FOR CONST 14786 14786 14786 BY MKA MKA MKA APPROVED P.T. RYAN P.T. RYAN P.T. RYAN DATE 09.14.12 09.28.12 02.15.13 SYM C 1S65 S294 iii 1===1 11::711 I I_ © 12" 1N A 1S65A -III=1 ! I--- 2'-6„ S294 EXISTING SLAB OR ROADWAY REVISION WALL PER ARCH S294 0 N (4) #6 CONT T&B PAVEMENT REPLACE TO MATCH EXIST #5 © 12" T&B, EW NOTES: ,SEE PLAN 3/4" 7 1/4" N NOTES: 1. FOR REINFORCING SEE A/S294. DETAIL SCALE: 1 1 /2"=1'-0" I ' 1 S294 ANCHOR BOLTS AS REQD BY EQUIP CONTR. (MIN (2) 1/2"0 AR AT (3) SIDES OF MECH UNIT W/ 5" EMBED. EQ SPCG AND 12" EDGE DISTANCE.) -J U 1. OVER —EXCAVATE THE SUBGRADE 3 INCHES. REMOVE ALL LOOSE SOIL CUTTINGS. 2. SOILS ENGINEER TO OBSERVE OVER —EXCAVATED SUBGRADE. 3. BACKFILL THE OVER —EXCAVATION WITH 1 1/4" CRUSHED ROCK. 4. COMPACT THE CRUSHED ROCK USING A HOEPAC OR JUMPING JACK COMPACTOR. 5. TOP OF PAD ELEVATION TO MATCH MAIN BUILDING SLAB ELEV 15'-0" HPU EQUPIME SCALE: 1 1/2" = 1' 0" BY APPROVED \T PAD DATE MATCH ADJACENT PAVING BASE (8" MINIMUM THICK) D 1S14AIS294 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE #4x2'-0" DOWELS EMBED 6" INTO EXIST & GROUT W/ HILTI HY-150 MAX —SD NEW 8" INFILL CONC WALL TO MATCH EXIST #4 © 12" EW r.c.1 LLI 0 N 6" CO 12" OC ELEVATIO\ @ WALL I\ SCALE: i/r_,._a. 3'-0" MIN FILL BEYOND DOOR SWING /„ ,,,,,/.„ A..../,, B 1S65AIS294 NOTES: 1. CONTR DESIGNED TO IBC-2009 CODE FOR MAINTENANCE ACCESS 2. COORD LOCATION WITH HPU DOOR LAYOUT 3. BOLT DIRECTLY TO EXISTING CONCRETE PAVEMENT DRAWN M. KUBICKA CHECKED P. T. RYAN ENCINEER P. T. RYAN CHECKED P. T. RYAN APPROVED HPU EQUPI VE\T STAIR SCALE: 1 1/2" = 1'-0" DATE 08.24.12 08.24.12 08.24.12 08.24.12 SUBTITLE TITLE 1S64IS294 REVIEWED FOR CODE COMPLIAN APPROVED MAR 2 0 2014 City of Tukwila BUILDING DIVISION ISSUE FOR CONSTRUCTION FEBRURARY 15, 2013 STRUCTURAL MASTER SECTIONS & DETAILS BTE TEST FRAME — HPU BUILDING 9-101.1 M('+OObZ 2' RECEIVED CITY OF TUKWILA MAR 1 3 2014 PERMIT CENTER 1' 0 1' 2' oc<Ch.J MAGNUS SON KLEMENCIC ASSOCIATES CURRENT REVISION 14786 SYMBOL 3 4' Structural + Civil Engineers 1301 Fifth Avenue, Suite 3200 Seattle Washington 98101-2699 T: 206 292 1200 F: 206 292 1201 DATE 02.15.13 SHEET S294 JOB NO. 14786 COMP NO. DEV. CENTER, WA DWG NO. 9-101.1—S294 c c u c it --r HPU BUILDING 4"HS 5'HR i 10'-0 PP L H n LEGEND HS HYDRAULIC SUPPLY HR HYDRAULIC RETURN - PIPE ANCHOR = PIPE GUIDE f PIPE SUPPORT GENERAL \OTES REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE HYDRAULIC PIPING AND PIPE SUPPORTS AS REQUIRED. PROVIDE SUPPORTS AND SEISMIC RESTRAINTS FOR PIPES AS REQUIRED, AND AS SHOWN ON DRAWINGS. IF REQUIRED FOR INSTALLATION OF PIPES DESIGN AND PROVIDE ADDITIONAL STRUCTURAL MEMBERS BETWEEN COLUMNS, AND STRUCTURAL FRAME TO MEET SUPPORT AND SEISMIC RESTRAINT REACTIONS (FORCES, MOMENTS, DEFLECTIONS). STRUCTURAL MEMBERS AND ANCHORAGES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. SUBMIT STRUCTURAL MEMBER SHOP DRAWINGS AND CALCULATIONS FOR REVIEW. NO WELDING, BOLTING, OR OTHER MEANS OF ATTACHMENT TO THE STRUCTURAL MEMBERS SHALL BE MADE ON PORTIONS OF STRUCTURAL MEMBERS AT OR NEAR STRUCTURAL CONNECTIONS BETWEEN STRUCTURAL MEMBERS ON ANY ELEMENTS DESIGNATED IN THE SEISMIC LOAD RESISTING SYSTEMS UNLESS APPROVED BY THE STRUCTURAL ENGINEER. SUPPORTS SHALL NOT INDUCE TORSIONAL LOAD INTO SUPPORTING STRUCTURAL FRAMING. LOCATION OF PIPE CONNECTIONS TO HYDRAULIC PUMPING UNIT SHALL BE COORDINATED WITH BOEING. 4. REFER TO ATTACH WELDING SPECIFICATION FOR ADDITIONAL REQUIREMENTS. PROVIDE 2" FLANGES ANCHOR PN W60-32-32 6. ALL PIPES SHALL BE PICKLED AND OILED. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2014 City of Tukwila BUILDING DIVISION M 00 to2, 1M160 1M161 1M162 1M163 /1M164/ 1M165 0 1M166 1M167 1M168 1M169 1M170 1M171 1M172 1M173 1M174 1M175 1M176 1M177 1 M178 RECEIVED CITY OF TUKWILA MAR 1 3 2014 PERMIT CENTER FIRST FLOOR PLAN SCALE: 1 /8"=1 -0" ISSUE FURtiONSTRUCTION FEBRURARY 22, 2013 1M179 1M184 1M189 1M180 1M185 1M190 1M181 1M186 1M191 1M182 1M187 1M192 1M183 1M188 1M193 iM194 9-101.1 KEY PLAN SCALE: N.T.S. 8 4 0 1M1 1M' 95 1M196 4 16 SCALE: 1 /8" = 1' - 0" REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BTE TEST FRAME HPU - ISSUE FOR CONST 14786 WH GV 02.22.13 1...ArAFEZAW ° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE 1ST FLR PROCESS PIPING PLAN - LIQUIDS CURRENT REVISION 14786 SYMBOL DATE 02.22.13 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER BTE TEST FRAME - HPU BUILDING 9-101.1 COL. S-W/1-6 D.C. SHEET 1M164 JOB NO. 14786 COMP NO. DWG NO. 9-101-1M164 KHON: 01/18/13 PHs 5R 1.1 FF E: OOR N EGEND HYDRALLIC HR HYDRAULIC RETURN GEN :RA NOTES ALL FTYDRAULIC PANG SIB BE .BLS "ILL PIPE CONFORMING TO ASTM A106, GRADE C» PIPING weorr con SHALL BE SCHEDULE C�rH� EE 16 ��[�FOR y� N UC • PLY SCHEDULE:AND TO FOR R LIC R�RN•, 2 Firms SF BE LONG IUS, 0►UMYIELDED CONFORMING TO REQUIREMENTS OF ASIAE 1318R9; WEIGH' TQ MATCH PIPING WALL.. 11-OCKNIESS. PIPE CLAMP, MANUFACTURERS: STAUFF *H W S IES ING TO DIN Z 5 PAIN 2)* ct.AMPs; I NS. SIG Of CLAMP SOM. CODE PP WILED ED INSIDE. 'TENSION ALL PIPING SHALL BE POLED Q AN OILED � . HYDRAULIC HANG SWILL BE F TESTED TO NOT LESS THAN 150 PERMI OF DESIGN OPERATING PRESSURE ALL CONNECTIONS SiMa RE INSPECTED FOR EVIDEICE OF DEFLECTION CAUSED BY INADEQUATE ANCHORAGE TIC PROOF TE57 MORN SHALL OE EMU THE FLVIO APPRO.E0 FOR USE IN THE SYSTEM OR A FLUSHING OOMPOUND SPEaFICY APPROVED FOR USE ay T MANUFACTURER OF THE FLUID APPROVED FOR USE ..I SYSTBL REFEENCE _ DRAWINGS _wCONSTRUCTION CTSE PROVIDE IVDRAULIC PIPINGR.. PROVIDE PO NOD SEISMIC MAIFOR P AS REQUIRED, AND AS SHOWN DRAWING& IF RBI FOR INSTALLATION ION &F PIPES DESIGI I AM) PROVIDE ADDMONAL 'STRUCTURAL MEMBERS 'AEI COW NS>, AND STRUCTURAL MAME TO ME' SUPPORT AND SSSMIC REMINT REACTIONS(FORCES, MOMENTS* I EFLI ONS) EICTtIRAIL MEMBERS AND ANCHORAGES Slikt, BE moo BY A PRortssolvt ENGNER lieNSco IN T STATE OF W SH N TON r. STRUCTURAL MEMBER; SHOP . DRAWINGS AND CALCULATIONS. FOR RE ISt NO WELDING, BOLTING, • !OR 0114ER MEANS OF ATIAOHNENT TO THE STRUCTURAL MEMBERS UAL BE MOE ON PORTIONS OF STRUCTURAL. MEMBERS AT OR CONNECTIONS R :srRtioruw, matem ON ANY ELEMENTS DESIGNATED IN THE S !S ID LcIAC am, RE I ST' S CMS UNLESS SS R THE . I RX RAL. ENGINOR SUPPORTS SHALL NOT INDUCE TORSIONAL LOAD I -SUPPORTING 51TIUCTURAL. FRAMING. PROVIDE BLIND . FLANGE. MP+ 00b nrD FO CODE COMPLIA1,' APPROVED' MAR 2 0 2014 City of Tukwila BUILDING DIVI 1 �t RECEIVED CITY OF TUKWILA MAR 1 3 2014 PERMIT CENTER E TEST EWE BUILDING 9-101 Li COL 7R— a t0ts8 1IIIt' "! M1 7 ,1 KEY PLAN SENSOR LOOP 1 1 L /LIGHTOSSOURCE \DR MTR r 1 PHOTOSWITCH RECEIVER UNIT UPPER & LOWER LIMIT SWITCHES #14 1/2"C, 3#12 S1/1 a,3b,5c "DOOR CLOSING" SIGNAL DEVICES DOOR CONTROL PNL SEE DWG 109-101- 2001-E195 J PNL S4-1 (REF) PNL S4 From SUB 43 600A BUS DUCT CONTINUED ON 1 SHEET 1 E113 SYM 75KVA S4/2,4,6 1-1 /2"C;3#2 CU trtrinrulnnrinniinn PANEL T111 14 (REF) -(2) 1"C W/ PWR & CONTROL WIRING TUNNEL #4 PP/215I 3P/60A 3P/ j0A.3P/i0�3P/i00A■ 1 I f f 2"C;4#4/0 N%o PNL 0S4 (REF) 1 "C;3#6 30KVA _—J L FINGER TRENCHES (TYPICAL) 1600 HPU ■ 9 SUBSTATION 88 4)4"C, 3-50KCMIL 1#4/0 GND .win, U J L XP7/17,19,21 8 1"C, 3#6 & 1 #10 GND SUB 43 (2) 2-1 /2"C, 3#3/0 & 1 #6 GND T TO GUARD SHACK (J26A) 3"C, 3#3, 1 #8G ‚JJ DOOR MOTOR 1/2"C, 3#12 c1-2/13,15,17 S1/7a,9b,11c 2-1 /2" 3#3, 1 #8G 0 C PNL V1-1, 400A 480V, 30, 3W CONTROL ROOM II TERSTITIAL P/100A 3P/30A 3P/30A (II■II ( REF 30K A REVISION BY APPROVED DATE SYM 3/4"RS, NOT USABLE REVISION PARTIAL 1ST FLOOR 480Y 277V POWER PLAN SCALE: 1 /8"=1'-0" BY APPROVED DATE K PD INNOVATION CENTER - 100% IFR WH_11045.007 WH SRM 06.21.12 P BTE TEST FRAME HPU - ISSUE FOR CONST 14786 WH AU 02.19.13 BTE TEST FRAME SUBSTATION - 60% IFR WH_12031.007 WH AU 06.26.12 G PD INNOVATION CENTER - 30% IFR WH_11045.007 WH SRM 05.10.12 M BTE TEST FRAME SUBSTATION 90% REVIEW 14786 WH ALJ 09.05.12 H PD INNOVATION CENTER - 60% IFR WH_11045.007 WH SRM 05.17.12 N BTE TEST FRAME SUBSTATION 100% REVIEW 14786 WH AU 09.14.12 PD INNOVATION CENTER - 90% IFR WH_11045.007 WH SRM 05.24.12 BTE TEST FRAME SUBSTATION ISSUE FOR CONSTRUCTION 14786 WH ALJ 11.16.12 J BTE TEST FRAME UTILITIES AND TOOL - IFC WH_12031.005 WH ALJ 05.23.12 BOE/NG' o'— 100/NF 60/NF DDN 00 60 � i� � T SEE 1E120 & 1#8» GND#2 1-1/1"C, 3#4 & 1#10 GND ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN T. BENNETT DATE 02.03.95 CHECKED J. VAVAREK 02.03.95 SUBTITLE (4) LEGEND 0,0, 480 VOLT DROP-3-WIRE, 4-POLE CROUSE HINDS TYPE APR, XX AMPERES. 480 VOLT RECEPT., 3-WIRE, 4-POLE, CROUSE HINDS, TYPE ARE, XX AMPERES. CD J-BOX 480/277V DISTRIBUTION PANEL m TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND 4 480V 3 PHASE MOTOR ® MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/DISCONNECT SWITCH ® MOTOR STARTER, MANUAL "to DISCONNECT SWITCH, NON -FUSED, XX AMPERES ® MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL \OTES 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 fic( \\ "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 REFERENCE DRAWINGS � 9-YRD-E627 UNDERGROUND GATE POWER CONSTRUCTION NOTES VOisfai--0002 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2014 City of Tukwila BUILDING DIVISION PROVIDE 30KVA TRANSFORMER AND 60/3 DISCONNECT SWITCH. PROVIDE 1"C, 3#6 & 1#10 GND FEEDER TO PNL XP7. PROVIDE DISCONNECT SWITCH AND FEEDER FROM SUB. 88. 1> MAKE FINAL CONNECTIONS TO HPU. TIE INTO THE TYCO MONITORING SYSTEM FOR FIRE PROTECTION. PANEL N-1. RECEIVED CITY OF TUKWILA MAR 1 3 2014 PERMIT CENTER ISSUE FOR CONSTRUCTION FEBRUARY 19, 2013 4' PARTIAL 1ST FLOOR 480Y/277V POWER PLAN 16' 1E110 1E116 1E111 1E117 1E112 1E118 1E113 1E119 1E120 ® ® 1E115 1E121 1E122 1E123 1E124 1E125 1E126 1E127 1E128 1E129 1E130 1E131 1E132 1E133 1E134 1E135 1E139 1E140 1E136 1E141 1E137 1144 9-101.1 SCALE NONE �Wood Harbin�er CURRENT REVISION 14786 SYMBOL p 1E138 1E142 1E145 KEY PLAN 1E143 1E146 3oo9 u2th Ave NE, Suite ioo Bellevue WA 98004 425.628.6000 woodharbinger.com DATE 02.19.13 APPROVED BY DEPT. DATE ENGINEER T. BENNETT 02.03.95 CHECKED J. VAVREK 02.03.95 APPROVED N. MEHTA 02.03.95 APPROVED TITLE ELECTRICAL MASTER BTE TEST FRAME - HPU BUILDING 9-101 COL. S-W/1-6 SHEET 1E114 JOB NO. 58814001 COMP NO. DEV. CENTER, WA DWG NO. 9-101-1E114 TJOHNSTON: 05/24/12