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HomeMy WebLinkAboutPermit M2000-148 - EXODUS GENERATOR BUNKER1N31 100U 34.1. 4UflY i 3 4i013f 10 St 1! 331LON S'1 L NVH10w3 SS31 S! MYNA SW 1 0 3 L 331L0, City of Tukwila Community Development 1 Public Works • b300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M2000-248 Type: 6-MECH Category: NRES Address: 12301 TUKWILA INTERNATIONAL BL Location: Parcel #: 092304 -9367 Contractor License No: MACDOM *248J9 TENANT EXODUS GENERATOR BUNKER 12301 TUKWILA INT' L BL, TUKWILA WA OWNER SABEY DAVID A & SANDRA L 101 ELLIOTT AV W. SEATTLE WA 93119 CONTACT TREVOR MOS ER 7717 DETROIT AV SW, SEATTLE WA 98106 CONTRACTOR MACDONALD MILLER CO 7717 DETROIT SW, SEATTLE, WA 98106 A * •4 k .k * k •k k * k * •k b k * k •4 .4 * k .4 * 4 * k k •A k k k k -* * * k :* t A :4 :4 .4 4 k k * •* -k k A * k k * k * * k * •k # # •k * * .4 4 k k k k k * * * Permit Description: UMC Editions 1997 Valuation: Total Permit Fee: Ak1 *014,44 •Perm INSTALL (10) GENERATOR EXHAUST FANS-RELATED SOUND ATTENUATORS, LOUVER'S, MUFFLER PIPING, MECHANICAL PIPING AND CONTROL SYSTEM. A 4 k 4 A k f k :4 4 4 4 k** k k k k** *-44*** 4 A k 4 At .41 h 4 h k -* 4 k k P* * 4 4 4 4 *kA * 4 4* 4 *— 4 A 2-110--00 Center At Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. A l l p r o v i s i o n s of law and ordinances govern tog ng t h i s work w i l l be ' :omp 1 1 eel w i t h , whether s p e c i f i e d herein or not, The gran; #n9 'of this permit does not presume to g i v e authority to violate or cancel the provisions of any other state or local law:, regulating construct on or rho performance of work-.. I Alit (Ithor i Zed to sign for and obtain this t)uf ldlny permit, Signature:__ Print Name. ofla ...._. MECHANICAL EPMIT rw_ _. : — . - -- ...mom.--- - ... .a - -_ml 188 (206) 431 -3670 Status: ISSUED issued: 10/16 /2000 Expires: 04/14/2001 Phone: Phone: 206 281-8700 Phone: 206-766-7198 Phone: 206 763-9400 150, 000.00 175.50 4060) This permit shall become null and ,void If the work i • not commenced w i th i n 180 days from the dote of issuance, nce, ors if the work is suii or abandoned for a period of 180 days from the 1a t inspection. Address: 1230) TUKWILA INTERNATIONAL. BL. Suite: Tenant: EXODUS GENERATOR BUNKER Type: B -MECH Parcel #: 092304-9367 • kA Aikkk• k*# k** kA* A** A* k k*kAAA***k*** * *AA * * *•* *A•A Permit Conditions: 1. Readily accessible access to roof mounted equipment is required. 2. Plumbing permits shall be obtained through the Seattle -King County Department :of.Public Health. Plumbing will be inspected by that ;agency, including a l l gas p i p i n g (296-4722). Electrical permits shall be obtained through the Washington State Divisli n of Labor and Industries and 'a11 electrical work wilt be inspected by that agency (248- 6630) No changes will be' made to the plans unless approved by the Engineer %'and the Tukwila Building Division. All permits, inspection records, and approved plans shall available at the job site prior to the start of any con - $triiaton4 These documents are to be maintained and avail- obit nLi) final inspection approval is granted, 6. All construction to be done in conformance with approved plans and requirements of the Uniform B u i l d i n g Code: (1997 . Edition) as amended, Un t ferm Mechanical Code (1 997 Edition) , and Washington State Enemy Code ( 1 197 E d i t i o n ) , 7. Validity of Permit. Tha issuance of a permit or approval o plane, .specifications, and computations shall not be cone stI to be :a permit for, or an approval of, any violation of any of the provisions of the building code or of any 4, 'other ordinance of the jurisdiction. No permit presuming to ylve: authority to violate or canoe) the provision$ of thi code allot) be valid. Manufecturcrs installation instructions required on site for the : building inspectors review, Print Name: I hereby cert: y the C I have : f�ead these coed 1,t:-i ons 004;w1 csmp )y with them as Dual 1ned. All provisions, of .-law and ordinances: yoverning this work will ' b`c compl ied with, whether specified herein 'or` nut. The granting of th l s ;;p.v i t doe not p to give :authority to . violate or cancel the' p,rov 1 s i ons ate any other work, ur local laws regulating construe:tion'or pert- armance- of Signature: CITY OF TUJKWILA C.`!' s�l1l Ur. 1A 1YHMw •fw aT .w +!•.T M.w xM .ef w. e.�rsli r..T'T at..lf M >f >f 4+. i2 wK �'.w ++q'f wra wsAwr.f +. �.'•w I�w+M ..- .Y* �r..M f:wN • Permit No: M2000 --148 Status: Applied: Issued: •AA *Akkk Date: ISSUED 07/07/2000 10/16/2000 •h * *4 *•A•A k•* ** A* A ** A 0/10.10 '1 Project NamelTenant: , Value of Mechanical Equipment: /S'Z� ,_ Site Address : / / / ..�' Cit�y� $$ te/Ztp: /23D'/ 77,,, /.' Ya) S /iiklli%l11. UI Tax Parcel Number: D923/9s /07 Property Owner: ....,a a edt-,aze/fim Phone: ( ) me- Street Address: i�y Stat p: I g/ k/ 41/� # 33 2 a / GU 98/1,9 Fax #: ( ) 2G� 2 22 9 Phone: l i 3 etV Contractor: A dZ Peildellida �� Street Address: { / . j / /,, (/ I� / / / / i ty to 'r ip / � � .� � r I � / / / le, 9 .�1 ���I' I i L.I , , • V / � Fax #: ( / Dto Ile 7 6 7 7 3 Contact Person ,ar X Phone: ) 746 - gig Street Address: d,1 IICan _ / _i-,, City State/Zip: ( Fax #: ) ',Lb ry' zoto ._.�_ �.. BUILDING OWN R OR AU HORIZED AGENT: ,.moo Signature: a4,44--,.. Date: ,0 Print name: Mfrifr 04' Phone: (E904 766 . ne Fax N: () 766 - Mr Address: City /State/Zip: d� Description of work to be done 11/2/99 vied, prnnitdoe CITY OF TUk r ✓ILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO RE FILLED OUT BY APPLICANT) ease e specific): Date application accepted: Date r plic ion expir : MO MO lib Project Number: Permit Number: Mechanical. Permit Application ciffiflo/ yao Current copy of Washington State Department of Labor and Industries Valid Contractor's License, If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 114,4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once, y: (initials) Mechanical Permits COMMERCIAL: complete sets of drawings and attachments required with application submittal Submittal Requirements V V Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening Heat Loss Calculations or Washington State Energy Code Form #H -7 H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other a • Iicable re • uirements of the Washin: ton State Nonresidential Energy Code. Structural engineer's analysis is required for new and the replacement of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. NOTE: Water heaters and vents are included in the Uniform Mechanical Code -- please include any water heaters or vents being Installed or replaced. k lieu" stcfitn AD.! RESIDENTIAL: Two complete sets of attachments required with application submittal Suhrnitt.il Requirements New Sin to Famll Residence Heat loss calculations or Form H•6. Equipment specifications. Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney Is In safe condition. Up Installation of Gas Fire lace Ojai or rep lacement of existin mechan equipment Narrative of work to be done includin modification to duct work. NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced, ^,• . . , xtt . k ***J= * ******************4* ITY or TUKWILA, WA 1PhNSMIT IRAHOMIT Numbers 10800376 Amouht: 175.0° 10/16/00 15:20 Paymorst Mathod: CHCCII Notations MACDONALD MICR *trots ILO - 4,,'. , - - l.Aletrmib Nos-M2000-1.48 Typo: 0.MECH MECHANIC . PERMIT :..1-, '1 092204-9367 OfWASIfirmest i230 TUKWILA INTERNATIONAL Rt. Total Fees; • 175.50 ., Thi1 T.itymatrib : : 175,00 , Total 411.1. Potll 1/5.00 balance: .50 4 4A*A44 AAA**414.A***A* ArtOterlt Code O*siariptioh ()mount D001345.840 PLAN CHECK.- NONRES 31.10 4:100/222.100 MCCH011CAL - NONRES 139.9D **11 - 101 SO 41 a •SO *11 .4 IS A* ri it * 0* sU *414 * 4* 41 44 41 ISS 4 s * 4 1 It S II 4* 1* s **I =00* WE Al P.S 4 4 Si St 3 441 I* X sat :0 Vt! • : . , . , . A4444,44A*4440140***4*Att” 4 414.4 44.4*A44*40.4,444*44 **4##A4* CITY or TUKWILA, WA ril *******4****k************ * * (95 TRANSMIT Numbor: R9800376 Amoont: .50 10/16/0) lig20 Pl4yomnt Methods CASH Notation: hACDOHALD MICR !rift: 11 14 . 1 M 0 1 4 0 1 . 4 : 4 $ . 0 0 . 0 4 . 1 . 0 0 4 0 . 0 4 0 . 0 0 4 0 1 1 , . . . M 0 1 1 4 6 0 . 1 0 . 0 . 4 0 " . . . 4 • •4 4..1 .0 ••• SO • o* OD •O AO asstaj,.e • 0•i•tk• 411 •41 • Ptrirolt No4'412000-148 .Iypes D-hCCH MECHANIC4L PC.10111 Rarcil '092304-9367 intit'Addrutios , 1241 TUKWILA 1N1CRHAT1UNAL n • ' Total rums 175.10 •,,Thiti Paymeht , .50 Totol ALL Ilmtsc . 175.50 . Roldoce; .00 41.4,4* yACC0 (Vat, OvigTiptfoA Ampt4111., 000/32;.100 ACCHANICAL • HUMPED- -,.., .....,......... OM , '0 Ol * 41 40 40 .4 =4 4.0 44 , 4 t* 444 ‘44 .14 se . FY . a uo $0 as .. to xs $ ..444. ti $16 . aa 1•1 40 Oa +SY ,I 'OiSidt4 ' •04A 11 PERMIT NO.: 200 !lie MECHANICAL PERMIT APPLICATIONS INSPECTIONS 0 00002 Pre- construction ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00610 Chimney Instailation/All Types ❑ 00700 Framing ❑ 01080 Woodstove ❑ 01090 Smoke Detector Shut Off ❑ 01100 Rough -in Mechanical 8 01101 Mechanical Equipment/Controls 01102 Mechanical Pip/Duct Insul 01105 Underground Mech Rough -in 01115 Motor Inspection 1400 Fire Final 01800 Final Mechanical 04015 Special -Smoke Control System 0001 No changes to plans unless approved by Bldg Div Q 0014 Readily accessible access to roof mounted equipment li 00l6 Exposed insulation backing material f 0019 Ml construction to be done in conformance w /approved plans V 0002 Plumbing permits shall be obtained through King Co 0027 Validity of Permit 0003 Liectrlcai permits obtained through L & 1 0036 Manufacturers installation instructions required on sito "BTU maximum allowed per 1997 WA State Energy Code" 0041 Ventilation is required for all new rooms & spaces "Fuel burning appliances "Appliances, which generate,..." "Water heater shall be anchored,..," B Alhatipjudgagglijom TENANT NAME: 4u, `�. Genentie r VYI ker FEES Basic Fee (Y/N) Supplemental Fee (Y/N) Plan Check Fee (Y/N) Furnace/Burner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended/Wall/Floor- mounted Heater (qty) Appliance Vent (qty) Heating/Refrig/Cooling Unit/System (qty) Boller /Compressor to 3 HP /100,000 BTU (qty) to 15 HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to 50 HP /1,750,000 BTU (qty) over 50 HP/1,750,000 BTU (qty) Air Handling Unit to 10,000 cfm (qty) over 10,000 din (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qty) Incinerator Domestic (qty) Incinerator — Comm /ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $8) Add'I Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'! Plan Review (hrs) Plan Reviewer: aommusarwrolo Permit Tech: (149•'0 Date: 1 0 7 V . 6 7 Project: E ___ Type of Inspection: F 1 A ' dress: Date called: Special instructions: Date wanted: Requester: Phone: COMMENTS: Receipt No; Inspector, - t Date: $47.00 REINSPFCTION FEE REQUIRED. Prior to inspection, fee mul;t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection, Date; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. • (206)431 -3670 iSkipproved per applicable codes, J Corrections required prior to approval. City of Tukwila Fire Department Project Name Address TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP . FRM 1111•.■..__•. w ICS(' Rev. 2/19/98 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. � �'tl - I ( Suite # p h) T.F.A. Form F.F. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575' 4404 • Fax: 2O6.573 %4439 Project: r , Type of Inspection: A. pre : - "" Date called: ecla instructions: Date wanted: !M .` e '' Request r: Phone: INSPECTION NO. CITY dF TUKWILA BUILDING DIVISION 6300 Southcenter alvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy - with permit Date: itot?t,-/e PERMIT NO. (206)431-3670 Corrections required prior to approval, AIM 111111111111111111111 1� M-s /1 Y'_ $47.00 REINSPECTION ` ' REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcentcr Blvd„ Suite 100. Call to schedule trips action. Receipt No: Date: ew Project: � � Type of Inspection: Address: : ..yam - - L l� t o toile. Special Instructions: 1 c • if i t/ Lerk Date want? Requester: Phone: Inspector: orourrrimorwwwwwwwwwwww INSPECTION RECORD Retain a ropy with permit INSPECTION NO. CITY`OE TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: pate; ' WIT RMIT NO, (206)431 -3670 )%'( 0 Approved per applicable codes, 'o Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION F.E'EQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd uite 100. Call to schedule reins action, Receipt No: August 17, 2001 Mr. Trevor Moser 7717 Detroit Ave. SW Seattle, WA 98106 Dear Mr. Moser: City of Tukwila Department of Community Development RE: Permit Status M2000.148 Site Address: 12301 Tukwila International Blvd In reviewing our current permit files, it appears that your permit for installation of ten generator exhaust fans at Exodus Generator Bunker issued on October 16. 2000. has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every penult issued by the building official under the provision of this code shall expire by limitation and become null and void lithe building or work authorized by such permit is not commenced within 180 days from the date or 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, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non- complying and not in conformance with the Uniform Building Code and /or Mechanical Code. Please contact the Permit Center at (206) 431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely. I'C(kIt i , v Cc Ottleiv Kathryn A. Stetson Permit Technician Xc: ePormft •Pile No: .M2000.148 Dune Griffin, lluilding Official Steven M. Mullet, Mayor Steve Lancaster, Director 6.300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M2000 -148 DATE: 7 -7 -20 PROJECT NAME: EXODUS GENERATOR BUNKER SITE ADDRESS: 12301 TUKWILA INTERNATIONAL HWY XX Original Plan Submittal Response to Correction Letter #� Revision # _ -__- After Permit Is Issued DEPARTMENTS: Ruil i�nivision Ala/ LO" 13 Public Works Complete Comments: It Fire Prevention AP 1-j0U Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR,CORRECrIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: WRROUTE.DOC 5/99 Response to Incomplete Letter__ .. - -. -_- 0 DATE: DATE: Planning Division Permit Coordinator ■ DUE DATE :,..1_1.1 Q11Q Not Applicable [7] No further Review Required DUE DATE: ! -8 -0Q Not Approved (attach comments) ❑ C O N O : DUE DATE Approved L Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: F62M) ld100 (*/971 e REMOVE SIDE EDGES FIRST. Detach And DIN) tuy Certillento ' F iiGISTERED AS PROVIDED BY LAW A CONST CONT GENERAL REGIST. ## EXP. DATE CC01 MACDOM *248J9 05/01/2001 EFFECTIVEPATE 04/29/1976 MACDONALD MILLER CO 7717 'DETRQIT,',AVE. SW 'SEATTLE,.W I Signutur !shod by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold P625M52.000 (1197) DEPARTMENT OP LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL .... _ , REGI ST . # EXP . DATE CCr'S1` - ' JMACDOM *248J9 05/01 /2001 EFFECTIVE DATE : ;! f . 04/29/1976 MACDONALD MILLER CO - +. 7717 DETROIT AVE SW SEATTLE WA 98106 O 0 0) 0 0 (n t7] 0 m Vicinity Map Abbreviations AC ACT A ALUi" ANOD .IPPROx ARC, - 9 BLDG BLK'G BM B/S BSMT CAB CIRC CLR CLG CLOS CCP COL GONG COW CCN;T CONTR COORD CPT CT DET DIA DIM DN DR DWG Air Conditioning AcoLaical Ceiling ' ,e Ad justabiee; Aglaeer t Alternate Atumtnr' Angie Anodized Approxlmatel:„ Architectura' At Sul id hig Boo ; ing Beam Building Standard Basement Cabinet CIrcuiatlor Clear or Clearance Cei I Ing Center , ,ire Closet Contract Change Propose Column Concrete Construction Continuous Contractor Coordinate Carpet Ceramic Tile Deta i i Diameter Dimension Down Door Drawing XODS EXODUS COMMUNICATIONS, INC. Generator Bunker Annex EA EL ELEC ELEv EQ ExiST FLR F IN FLUOR FOIC FT FTIC FURaN GA GAL :sL .3U113 HOW HD -IOW 40R .iM wt 4VAC IN INCAN INCL INSUL INS% JB JT • East Each Elevation (Height) Electric Elevation Meta) Elevator Equa i Existing Finish Floor Fluorescent Furnished by Owner, Insta lied by Contractor Foot 'Feet Furnish:4o by Teresa, Ineta lied by Contractor Furnish Furnishings Gauge Ga 1vanized Glass /Grazing Gypsum Wall Board Hollow Core Wood Hard Hardware HOr i zcmta i Hollow Meta! He ght Heating Vertitatior and Air Conditioning inch Include Ineuat ion Installation Junctror Box Joint Location Plan of KIT LAM LF LTG MAT MAX MEG MED MEZZ MFR MISC MTD MTL Kitchen Laminate Linea Fees. Llghtrno Materla Maximum Mecherlca i Medium Mezzanine Manufacturer Miscellaneous Mounted Materta I/Meta N North N/A Not Appircable NIC Not in Contract NO Number NOM Nominal NON COMB Non Combuetibie NTS Not to Scale OC OPNG OPP ORIG PERM °ERE P -LAM PLIL® f PR oT On Center Opening poste Origina Permanent Perpendicular Plate Plastic Laminate Plywood Polished Pa Paint R RB REFR REINF RREQ'D REx RM RO S SCHED SCW SEAL SECT SHT SIM SM SQ STD STL STG SUSP TEL TEMP THERO TTP VAR VCT VEIN VERT W W/ W/O WC WD AREA OF WORK Radius Ruioer Base Refrigerator Reinforcing Required Revision Room Rough Opening South Schedule Solid Core Wood Sealant Section Sheet ,Similar Sheet Meta', Square Standard Steel Storage Suspended Telephone Tempered Thermostat Ttwice Varies Vinyl Composition Tile Veneer ✓ertica West(WattAUldth With Without Wallcovering Wood \t■ General Notes I. ALL CONSTRUCTION SHALL COMPLY WITH THE 1551 UNIFORM BUILDING CODE, WASHINGTON STATE REGULATIONS FOR BARRIER FREE DESIGN, WASHINGTON S ENERGY CODE, AND ALL APPLICABLE LOCAL CODES, ORDINANCES, AND STANDARDS. 2. CONTRACTOR IS TO '✓ERIFY ALL EXISTING CONDITIONS. DIMENSIONS, DETAILS, ETC., AND NOTIFY THE ARCHITECT OF ANY AND ALL DIS- CREPANCIES PRIOR TC PROCEEDING WIN THE WORK 3. ALL ITEMS MARKED 'N.LC.' ARE NOT PART OF THIS CONTRACT. 4. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITU THE MANUFACTUR- ER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. 5. DO NOT SCALE DRAWINGS* DIMENSIONS GOVERN THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES. S. ALL DIMENSIONS ARE T O FACE OF FINISH UNLESS OTHERWISE NOTED. 1. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK 13. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR IT 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK S. CONTRACTOR SHALL ✓ERIFY ALL 'BUILDING STANDARDS' WITH BUILDING LANDLORD PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT NE ARCHITECT'S WRITTEN APPROVAL THEREOF THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT OF JNAPPRG ,QED CHANGES. 10 IT SHALL BE THE RESPON9IBIL'TY OF 'HE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO eROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE CF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE XECUTiON OF H15 WOW Project Data Project Name apQATOR Boom Awe. IDCUS COVIUMOATSOI, INC. 2013 ATEJ1ES' BULC0G A S.F. of Work Area APPROAMATely 4,603 SF Occupancy 14-3: STORAGE OF COMBUSTIBLE hIATIENIALS IPLEL OIL) AM, ELECTRICAL POKER GB4ERATOR3 AND 621lP'e4T Exiting D+REGT TO OUTSIDE Design Codes iIM1 IJBC, 1551 LPC, PS'S'I U1C, MIST LPG, MG NEC P554 0404I4GTQ1 STATE BERCsY CODE (WAG 51 -k) i580 WASHeGTON STATE IEGLLATIO/E FOR seRRER FREE FAGLITES OR DESIGN (WAG 31-30; (As odopted by the city of TNasrla, YIN.) Construction Type ' 1TnE II t- +;ovule (ALLOUTAeLE AREA • 1� f+' 010 v) Parking Provided 1NOCCNMED AOCr1ssow SPACE NO owANGE TO cuRIENT PARKING Legal Description BEGMING AT A POINT ON NE SOUTH LINE OF THE NORTH wALF OF NE NORTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOUNSwIP 23 NORTH, RANGE 4 EAST, WILLA1IETTE MERIDIAN, KING COUNTY, WASNNGTON THAT IS S 89 30'18' E 60314 FLEET FROM THE SOUTHEEST COMER OF SAID NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF The SOUTHEAST QUARTERt T4'EN cE N 01 11'29' E 323.19 FEET TO A POINT ON THE NORTH LINE OF SAID N40RTW HALF OF Tie MORN HALF OF THE SOUTHEAST QUARTER OF Tie SOUTHEAST QUARTER THAT IS S 89 21•33' E 61421 FEET FROM THE NORThNLEST CORNER OF SAID 501171-EAST QUARTER OF THE SOUTi4EA8T QUARTER OF SECTION 9t THENCE 5 89 21'33' E, ALONG THE NORTH LiNE OF SAID SOUTHEAST GLIARTER JF .HE SOUTHEAST (QUARTER, 10416 FEE' To A PONT THAT 15 N 89 21'33' W 30000 FEET FROM THE INTERSECTION OF SAID NORTH LINE OF NE SOUTHEAST QUARTER of THE SOUTHEAST QUARTER WiN THE WESTERLY RIGHT-OF WAY LINE OF PRIMARY STATE 14IG1.1ILUAY NO. I (SR 99) SOUTH iIBTH ST. TO JOT. SSA NO. 1 -K APPROVED JULY 23, 1351* THENCE N 24 1353' W 121.11 FEET* THENCE N 63 55'24' E 58.16 FEET* THENCE N 82 22'2T E 6493 FEET! TNENC£S0501'I0'E18.4IFEET* T1*ENCE N 15 53'44' E 10601 FEETt TI -ElcE 5 18 3858' E •S3 FEET* THENCE N II 35 E 6196 FEET* THENCE N 13 32'42' E 1658 FEET TO A POINT ON SAID UESTERLY RIGHT -OF -WAY LINE OF 54R 99* NEN E FOLLOWING SAID UESTERLY RIGHT -OF -WAY LINE ALONG THE ARC OF A 281500 -FOOT RADIUS NON- TANLCsENT CURVE TO THE RIGHT, (THE CENTER OF WHICH BEARS S 11 31'33' W) THOUGH .4 CENTRAL ANGLE OF 4 04'51', A DISTANCE OF 20050 FEET* THENCE CCNTIr4JING ON SAID UESTERLY RIGHT -OF -WAY LINE S 12 22'21' E 314.11 FEET TO A POINT ON SAID SOUTH LINE OF NE NORTH HALF OF NE NORTH HALF OF THE SOUTHEAST QUARTER OF NE SOUTHEAST QUARTER* THENCE N 89 3018' W 48801 FEET TO NE PONT OF BEGINNING. SITUATE N NE CITY OF TUKWILA, KING COUNTY, WASHINGTON AND CONTAINING 189 ,220 SQUARE FEET OF LAND MORE OR LESS. 11. THE CONTRACTOR WiLL vERIFY AND CONFORM 'O ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED 'N THE PLANS AND SPECIFICATIONS. Q. EXIS'iNG ELEVATIONS AND LOCATIONS TO BE JOINED SHAD_ BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION, IF Turn DiFER FROM THOSE Si-10u t ON THE DRAWINGS, 'HE CONTRACTOR SHALL NOTIFY THE ARCHITECT SO THAT MODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITH THE WORK 13. ALL DEBRIS SHALL BE REMOvED FROM PREMISES AND ALL AREAS 644ALL BE LEFT M A CLEAN ;BROOM) CONDITION AT ALL T IMES. 14 THE CONTRACTOR SHALL 'AKE ALL NECESSARY PRECAUTIONS TO ENSURE 'HE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 6 APPROVED PLANS SHALL BE KEPT IN A PLAN Box AND SHALL NOT BE USED B` ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT. NE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA, AND CHANGE ORDERS. Ti-IE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL RE'✓ISIONS, ADDEND* AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE "0 BE UNDER T4E CARE OF THE UOB SUPERINTENDENT 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB IS COMPLETED r. ALL WORT: SHALL BE GUARANTEED FOR A PERIOD OF ONE ) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED, AND SHALL BE So STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER. AND WITHIN FIvE (5) DAYS AFTER NOTICE IS GIVEN. Tenant /Ooc>ipant ocoue arruicAncio. lC IS. ALL OPERATIONS CONDUCTED ON NE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND THE PROPERTY BOUNDARY' _INES BY REASON OF NOISE, STEAM, ODOR, PJMES, GASES, SMOKE, ✓IBRATION, HdZARD OR OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHAD. MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR. FUMES OR VIBRAT.ONS Project Address 030 TtwALA R/tTERNATPQIAL, BLVD. 1Uc ,A *A 31160 Tax Parcel Number Bulking Owner WTEl11kATIONAL GATES AY REST LL-C. 12101 TIgLA NTER4AT1oNAL MLv, . SEATTLE, IwA IMO CONTACT • LALPIENT POOLE TEL: (206; 201 -8100 Owner's Representative/Landlord !ABET COPPORATION 12201 TUKWILA WTEl01ATIONAL BLVD. SEATTLE, WA 913168 CONTACT: KEN STIOCLEY TEL (206) 2b -8100 is LAThIING. PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER 25 OF NE 1991 UB.C. 20 . ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS 21. NOT USED 22. THE CONTRACTOR SHALL VERIFY ALL DOOR AND LOUVER ROUGH OPENING DIMENSIONS WITH THE APPROPRIATE MANUFACTURERS 23. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING THE SPECIFIC RATING. 24. EXIT SIGNS AND EMERGENCY EXIT ILLUMINATION SHALL CONEORM TO THE i99" 'U$.0 CHAPTER 10 AND TUKWILA FiRE MARSHAL REQUIREMENTS. CONTRACTOR TO PROVIDE AND INSTALL EMERGENCY LIGHTING AND EXIT LIGHTING AS REQUIRED BY THE CITY Cr TUKl1JILA FIRE AND BUILDING DEPARTMENTS. CONFIRM ACCEPTABILITY CF LOCATIONS WIN OWNERS REPRESENTATIVE BEFORE INSTALLATION. CONTRACTOR SHALL PROVIDE AND INSTALL AUDIBLE ALARMS IN ACCORDANCE WITH UF.C. ARTICLE 14. CONTRACTOR SHALL PROVIDE AND INSTALL VISIBLE ALARM SIGNALS AS REQUIRED BY WAG 5I -30, CONTRACTOR SHALL PROVIDE AND INSTALL ALL SMOKE DETECTORS AND SMOKE DETECTION AS REQUIRED UNDER ARTICLE 14 OF U.F.C. NE INSTALLATION OF THE ABOVE NOTED SYSTEMS &HALL INCLUDE THE CONNECTION TO AND /OR MODIFICATION OF THE EXISTING BUILDING SYSTEMS AS NECESSARY 25. EXIT DOORS SHALL BE OPENABLE FROM NE INSIDE WITHOUT NE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 26. FIRE EXTINGUISHERS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE EXTINGUISHERS REQUIRED UNDER NFPA 10, MOST RECENT EDITION, AND APPROVED BY THE FIRE MARSHAL. 21. FLAMMABLE LIQUIDS SH +ALL BE PLACED IN ACCORDANCE WIN NFPA. STANDARD 30 AND THE CURRENT UNIFORM FIRE CODE. 28. ALL LIGHTING SHALL BE INSTALLED AND SECURED PER U.B.C. STANDARC 25 -2, FOR EARTHQUAKE ZONE III. 29. UPON COMPLETION CF CONSTRUCTION, CLEAN ALL SURFACES. Desption of Work GENERATOR ek QArTRX " A IEPFOIICIED COCIETE .rat SuLDP46 TO +soul it 'o s►vE Q, DOM 6011 ATOSIS, LOAD 5. ELECTRICAL SOTD4liEAR r'MAb(TRrtw'CE LiNOI AtIO Cumc71t SC7eeeD STORAGE FOR FUEL Ol N DOELE -01LL 51111L. SADDLE TAWS Jr 4 Eximp A .:a► ra L moms Ir<E GOIERATORS GILL FIIIO 0E BAQCAP PGA FOR •EItAifT OGCUPrlia BULDIi's A TIES ISENERATONS WILL BE 'JI+F` VD err TR9 I1I4T APO TIE BUILDING tlR i EE RTTED rf!s1 Ac,Q,bTiC ASIEMLE6 APO MATERIALS TO DOME NAT OPERATION CF 'HE GENERATORS DOES NOT V10LATE 1ve arr OF TtJ'MA NOTE OIIDNA CE Project Team Architect: Plumbing /Mechanical/Electrical Engineer: GABBY APIOI4nEcTutE 12201 11JaLA INTERNATIONAL BLVf7 SEATTLE, ILA 98168 CCHTAGT: STEVE BLACK TEL (206) 211-3211 e ebre60 Construction Manager Structurak BOOT t TWIG LLP 595 THIRD AVE. WE 3600 SEATTLE, WA 913104 TEL (206) 634 - 74013 CONTACT: MARCUS FOERSTER ball: •.tve Contractor: RABBT CONSTRUCTION, Ic f2201 TUGUILA NTERIATIONAL. BLVD. SEATTLE, WA 913160 TEL: (206) 241 -040 CONTACT Doug Ga rdner e-■e16 Da+g<'a bey Drawing Index ARCHITECTURAL: MECHANICAL/PLUMBING: IS0.1 A0.1 Ale AU Alm 43x0 A40 A50 Ab.1 COVER seEr LANDLORD'S COVER SI$T t EGFICATla * a GBERAL. SITE PLAN, DETAILS BLNCER PLAN BUILDING ELEVATIONS EILJILDM SECTIONS SCHEDULES DETAILS DETAILS STRUCTURAL: Si GENERAL NOTES 52 FOLNDATiON PLAN 33 ROOF FRAMING PLAN 54 HALL ELEVATIONS S5 WALL SECTIONS AIIO ELEVATIONS 56 CONCRETE DETAILS 51 WALL ELEVATIONS 5e WALL ELEVATIONS CIVL: Ct GRADNG PLAN C1 GRADING DETAILS LANDSCAPE /IRRIGATION: LI LANDSCAPE t IRRIGATION PLAN ALl41A TEC�t ST EAST C1140KAN) RD. eurTE 300 SAN JOSE CA MC TEL: (4011) 436 4300 CONTACT: ROD MMOM e -Hurl: RodPfancitVI Kccom NELSON - DAJSDA ES. NC. SE SIXTH ST, btIRE 202 0 LA 90033 TB.- (425) 021 -3596 CONTACT: ROBERT BOUADAGES e-■aIL lblubotreaoLccw tT'J hEf' u c ` t: INFORMATINON POJ CsBERA- NOTES, INDEX P4! SiTE PLAN P42 BUNTER PLAN P43 FUEL OIL SYSTEM DESIGN MUO L4 -8 ELECTRICAL: EOJ ELECTRICAL SYMBO a ABBREVIATION! EU ELECTRICAL ONE -LINE ELIA ELECTRICAL ONE -LINE ELB BJLDNG ELECTRICAL FLAN ELIC 9UILDMG ELECTRICAL PLAN £92 SYSTEM MQ4ITORING FL" CO ?`v ,:nderstand that the Plan Check dr e , r ova ls are - ..bfect to ere and omissions and anr'Iuv ! n! ins (foes not ,1_'therize the t'loI,itlen o- owed code Jr 0. + nar'ce Receipt O: Ct1II rettI scopyi pr" plan r, B �({ /`t �fi�_ (7,c;.4!tC /005679 Date. / / _M000- e - I 30. THE TENANT SHALL PROVIDE NE BUILDiNG PERMIT TO THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. NE CONTRACTOR SHALL SECURE ALL OTHER RELEVANT CITY AND STATE APPROVALS RELATING TO FIRE, CONSTRUCTION, LABOR, SAFTY, AND LICENSING. CONTRACTOR SHAD. FURTHER POST ALL BONDS AND SECURE ALL INSURANCE REQUIRED BY LAW OR CONTRACT, FCQWARDING PROOF OF SUCH ACTIONS TO TI-E TENANT PRIOR TO START OF CONSTRUCTION. 31. NE CONTRACTOR SHALL PROVIDE AS - BUILT DRAWINGS OF ARCHITECTURAL, MECHANICAL, ELECTRICAL AND FiRE ANC SMOKE MONITORING SYSTEMS ON IRE°RODUCIBLES SUPPLIED BY NE OWNER. SUCH AS -BUILT DRAWINGS WILL BE COMPLETED, SUBMITTED AND APPROVED BT THE OWNER PRIOR TO FiNA PAYMENT AT LEAST FOUR SETS OF PLANS AND SPECIFICATIONS FOR THE SPRINKLER 32. FIRE PROTECTION SYSTEM S.+AL_ BE SUBMITTED TO THE CITY OF TUKWILA FOR REVIEW AND APPROvAL PRIOR TC INSTALLATION. MODIFICATION OF NE 1244DER3ROUND WATER MAIN EXTENSION SUPPLYING FIRE PROTECTION EQUIPMENT MUST BE INSTALLED BY A STATE - LICENSED FIRE SPRINKLER CONTRACTOR, NE WATER MAIN MUST BE HYDROSTATICALLY TESTED AND THEN FLUSHED AS SPECIFIED IN NP°A STANDARDS. THIS TEST MUST BE CONDUCTED IN THE PRESENCE OF AN INSPECTOR FROM NE CITY OF TUKWILA FIRE DEPARTMENT 33. NE AUTOMATIC SPRINKLER SYSTEM SHALL BE TIED INTO NE CENTRAL SUPERVISORY STATION LOCATED IN THE MAIN LOBBY OF BUILDING B. 34. LANDLORD'S COVER SHEET, DRAWING 40.0, IS CONSIDERED AS ATTACHMENT To DRAWINGS AND SPECIFICATIONS, AND WITHIN NE SCOPE OF CONTRACTOR'S wiCRK CONTRACTOR, SUB - CONTRACTORS AND SUPPLIERS ARE TO ABIDE WiN ALL RULES AND REGULATIONS THEREIN. CONSULTANTS REVISIONS :BEY ARCHITECTURE REGISTERED ` ARCHITECT JOHN W. LANG STATE OF ■ crOM RE- 5US1'11 TTAL 0s. 22100 ISSUE DATE Issued For Permit 4/5/00 Ali drawings and written material appearing herein constitute the original and unpublished work of the Sate) Corporation and the some may not be duplicated, used it disclosed witho..t the written concent of the Sabey Corporation DRAWING 11111: DRAWING NUMBER: EXODUS "hnterga„e GO.0 CO VER S,+EE T PROGRESS DATE: 03/28100 FiLE PLOT: - - PROJECT NUMBER: ee - - W - 05.OP DRAWN BY: 5db CHECKED BY: JWL APPROVED BY: RECEIVED CITY OF TUKWILA kA 'j W r!erf C C C tv C C (f) C C A. INTRODUCTION DOCINBdT 5 NTDc : TOE USED AS AN 7,1T11f TO SIMI& THE MEM RIMS AND CONOUTON6 TOE APRIL) FOR ANT AND ALL CONTRACTORS ANO out a rrlss wORKNC M OR ROUT TIE B LDNG AM OR MENSES N *NCH TTf ATTA4D)EO SCOPE OF WORK 5 SD EOV.W TO E PERFORMED. THE A'•TAGffl WAAL RULES AND COPO TIOM AS TO BE USED AS A OXEN ANC MAY E SUBJECT TO CHANGE AT THE DRfCT1ON OF THE L.M41015D. N THE Eb84* THERE 6 A COPEUCT ETWEEN AND OF THIS COWL SUB ml) COM:1P 6 MC The LEASE THE LEAS Wt_ PREVAL B. PRECONSTRUCTION MEETNG PRIOR TO TENANT'S COAWaedCI:MEN'T OF CONSTRUCTION, TENANT SHALL CONTACT THE LANDLORD'S REPRE5E34TATM TO SOfDULE A MANDATORY PRFCOP61bJCTION MEET14G MTh TENANT'S CONTRACTOR. NS MEETNG SWILL 'AKE PLACE N TENANT'S SPACE REHR TO RIGHT HAND COLU►N OF THIS SHEET, NwEDETTEDE C CONTRACTOR'S CONSTRUCTION DAMAGE DEPOSIT TENANT'S CONTRACTOR SHALL PAY LANDLORD. PRIOR TO CO V 4CF.Me4T OF CONSTk'rnON. A CASH DEPORT N AN AMO P4T TOE DETRAINED BY LANDLORD, TO AR Y TOWARD WAR OF ANY DAMAGE BY TENANT'S CONTRACTOR TO LANDLORD'S PROPERTY, )ANTTORIAL SHMCES REQUIRED DUE TO CONTRACTOR'S NONCONFORMING HOUS9EEPNG, APO /OR COMEPLETION OF PUNCH LET ITEMS NOT COMPLETED BY TENANTS CONTRACTOR. ANY UNUSED PORTION OF FINDS SHALL E POUNDED TO THE CONTRACTOR. D. TENANT'S CONTRACTORS AND SLPPLERS 1 TENANT'S CONTRACTOR MUST BE ON SiTE AT ALL TWO TO SMERVLSE SUBCONTRACTOR'S WORK N TENANT SPACE 2 TENANT'S CONTRACTOR MUST ROME LANDLORD WiTH A SWOP/TRACTOR NUS- PRIOR TO, OR AT THE PRECONSTRUCTION MEETING. LANDLORD RESHtV6 THE RIGHT TO APPROVE ALL CONTRACTORS AND SUPPLIERS. 3. N TEE EVB4T THAT TENANT'S CONTRACTOR VIOLATES ANY OF THE LANDLORD'S STANDARDS AS STIPULATED N THESE CFNERAL CONDITIONS, THE RHO OF THE LEASE, OR BECOMES INVOLVED N A LABOR DISPUTE, THEN LANDLORD, AT iTS SOLE DISCRETION, MAY ORDER TENANT'S CONTRACTOR OR SUB-CONTRACTORS TO EASE WORK, AND TO REMOVE ITSELF, iTS EQUIPMENT AND ITS EMPLOYES FROM LANDLORD'S PROPERTY UPON 24 HOURS WRIT it NOTICE. 4. CBRTAN CONSTRICTION ACTIVITIES WHICH AFFECT LIE SAFETY OR THE WARRAMES OR NTEGRITY OF LANDLORD'S PROPERTY, SHALL BE PERFORMED BY LANDLORD'S APPROVED CONTRACTORS, AT TENANT'S EXPENSE. TE 4ANT OR TENANT'S Cm6RAL CONTRACTOR MUST CONTRACT DRECTLY WITH LANDLORD'S CONTRACTOR THE LANDLORD'S RWRES84TATDVE WLL ASSIST TENANT WITH THE COORDINATION OF THESE ITEMS AS NECESSARY. TIfSE ACTMTIES NCLLDE, BUT ARE NOT LMAETED TO THE FOLLOWP4G A. C D. F. PENETRATIONS OR MODFiCATIONS TO EXTERIOR WALLS OR GLAZING. ROOF PENETRATIONS, MODIFICATION OR REPAR. ANY CORE OWING OR PENETRATIONS OF POST-TENSION UNFORCED BOOR SLABS. MODIICATONS TO THE MECHANICAL SYSTEM CONTROLS. INSTALLATION OF AM ALTERATIONS TO THE FRE MONITOR SYSTEM (SMOKE DETECTOR). SHUTDOWN OF LAMLOD SYSTEMS TO ACCOMMODATE T1NANT WORK S. ON -SITE PARKNG FOR TENANT'S CONTRACTORS & SUPPLIERS, F AVALA&E., MUST BE APPROVED BY LANDLORD'S REPRESENTATIVE PARKNG MAY E SUBJECT TO A RENTAL FEE E. SPACE ACCEPTANCE BY TENANT BY OCCUPYING THE DESIGNATW SPACE FOR CONSTRUCTION, TENANT SHALL BE DEEMED TO HAVE ACCEPTED THE PREMISES 'AS.S', HAVE ACKNOWLEDGED THAT LANDLORD HAS COMPLETE) THE WORK REQUIRED OF IT PURSUANT TO THE LEASE, AND HAVE AGREED THAT LANDLORD IS NOT THIN N DEFAULT N ANY OF iTS OBLIGATIONS UNDER THE LEASE UNLESS AGREED TO MARKETING BY LANDLORD'S REPRESENTATIVE AM TENANT /TENANT CONTRACTOL F. WORK SCHEDULING ANY WORK THAT CREATES EXCESSIVE NOISE, VBRATKO4, NOXIOUS FUMES, DUST AM ODORS, MUST BE SCHEDULED OUTSIDE OF THE SU ED14G OPERATNG HOURS. THE LANDLORD'S REPRESENTATIVE SHALL BE GVB4 24 HOURS OF SUCH Off -HOL*S CONSTRUCTION & RESERVES TIE RIOIT TO APPROVE OR DECLINE SUCH REQUEST. BULDNG SECURITY MAY REQUIRE SIGNII/SIE 4-OUJT OF ALL PERSONS WORKING CONSTRUCTION. TENANT'S CONTRACTOR SHAH PERFORM WORK N A MANNER WHICH CAUSES NO NTERFERE4CE WITH OTHER TENANTS OR LANDLORD. TENANT'S WORK SHALL BE CLOSELY MONTTORED BY LANDLORD'S REPRESENTATIVES. G. CONSTRUCTION UTILITIES CHARGE iT S AGREED MO UNDERSTOOD THAT THE UTUiES SERVICE& THE PREMISES MAY NEED TO BE SEPARATELY METERED AS PER TIE TERMS OF THE LEASE. N TW EVENT THE UTLITIES AS NOT CURRENTLY SEPARATELY METERED AM THE COST OF UTLBFIES, PER THE LEASE, ARF TOE A DRECT COST OF THE TENANTS, AN ESTIMATED PER DAY CHARGE WLL BE ASSESSED BY THE LANDLORD TO THE TENANT DURING THE BU.D-OUT AM CONSTRUCTION PHASE OR UNTL SUCH TIME AS A PERMANENT METERNG DEVISE IS WALLED AND TRANSFERRED INTO THE TENANTS MANE. FUtTHE3RMORE, IF TENANT HAS RECEIVED LANDLORD'S PERMISSION TO OCCUPY THE PREMISES EARLY TO PERFORM CONSTRUCTION ACTIVITY, AN ESTIMATE FOR METES MAY BE ASSESSED ON PER DAY BASIS DUNG TH5 EARLY OCCUPANCY PERIOD. FL MODIFICATION TO EXISTING FACLITES 1 ANY MODFICATION, NCLWIG NCDENTAL SAW CUTTING OR CORE DR .LNG TO LANDLORD'S FACLiTES OR BU.DNG NOT ON APPROVED PUNS, MiUST RECEIVE THE PRIOR WRITTEN APPROVAL FROM THE TENANT COORDINATOR. SUCH MODIFICATIONS SHALL E AT TENANT'S EXPENSE NCLUDNG ANY DESIGN, ENGN®ING, PERMITS AM NSPECTiON AS WELL AS ACTUAL CONSTRUCTION COSTS. COST OF SPENCER SYSTEM SHUTDOWN AND RECHARCR4G, AT A COST PER OCCIRRE4CE, SHALL E AT TENANT'S EXPENSE, GENERAL CONDITIONS FOR CONSTRUCTION IH MOOFICATION TO DOSING FACILITES CONTt& 2- LAM M EVES THE EIGHT TO SALVAGE REMOVED EQUPIENT APO NATE/ALS NOT RUED N TW FEW CONSTRUCTION. CONTRACTOR 6 TO COORDINATE MRTii IAQOio'S ON TTE RERLENTATNE MAKING NATURALS TO E SALVAGE SALVAGEABLE WTEIIALS MAY iCLUDE R!T AE NOT LIAR TO CASEWORK, CARPET, DOORS, DIES, TAMES. POW1E PANES MC SW TCHiGEAR, LIGHT RXTtEIES AI4D IHIIAC aQUPNENT Gauss AND EWERS. SIGH MATERIALS MD /OR EQUPEENT Mt O REMOVED BY TENANTS CONTRACro. P A MAMFE TO A VOID DAMAGE CR LOSS OF PARTS OR C , MO MOVED TO A LOCATION AS DIECTUJ BY LANDED S RIPMESENTATiVE BILL MATERIAL NOT SALVAGED OR REUSED 6 TOE REMOVED AND EISPOSEo OFF - RTE N A LAWFUL NAPE*" BY TENANT'S CONTRACTOR. S. ALL DUCTS W 4ci PENETRATE RATE WALLS, (SPICE OR SHAFTS SHALL HAVE FRE DAMPERS NM RATNG EQUAL TO THE WALL OR CER14C WHICH 6 PiNETRATED. F PIQUED T O E T E D WO EE IL; G REE PANE., LANDLORD'S FIRE CONTROL CONTRACTOR ;HALL E USED FOR THE II-K 4. COMPLY WITH ALL PEQUEEMENTS OF LOCAL CODES AND ORDNANCES FOR RCM Ttf4CS AS SEISMIC STAI;ITY, FRE DAMPERS, TEMPEMAfl. SE CONTROL, TIME CLOCKS, ETC • ki AI E COMP a vioaK, EQUIPMENT, FULLY INTEGRATE WITH Tt ARE TO EQUPMf84T, SYSTEMS AND CONTROLS. ANY REQLR E MODIFICATIONS TO RLDNG SYSTEMS Wit E BY TENANT'S CONTRACTOR AT TENANT'S COST. 6. VEEFY THE CURRB4T OPERATIONAL STATUS OF ALL DOSING MECHANICAL BOLES P111* AREA OF WORK. 7. LABEL ALL MECHANICAL AND ELECTRICAL COMPONENTS (CONCEALED MOVE CEL14Q WiTH THE APPROPRIATE COLORED 3/4' DOTS ON THE CERLNG GRM. THE COLOR CODING SYSTEM 6 TOE SASSY CORPORATION'S STANDARD AS FOLLOWS: RUE: INAC EMS i EXHAUST GREBE WATER (SHUTOFF) RED: ME SYSTEMS ORANGE HVAC CONTROLS YRIOW: GAS B. UPDATE ALL EXI5TNG HVAC CONTROLS AS ORKTED BY LAOLORD'S ON-SITE RE RFSEMTATNE. 9. LABEL AU. CRCUITS AT POWER PAILS AM ON RCCPTACLE COVER PLATES. 12 PONT OR 1/B' BLACK LETTERS MECHANICALLY PRINTED ON CUM TAPE. 10. CONTRACTOR 6 RESPONSIBLE FOR MOOFiCATIONS TO THE EXISTNG HIE PROTECTION SYSTEMS AS PIQUED BY THE WORK OF THIS CONTRACT, IKIWNG NSTALLATON OF STROBES APO OTHER ADA COMPLIANT DEVICE. it CONTRACTOR SHALL PROVIDE OCCUPANCY SIL?4S COPFORMMNG TO APPLICABLE CODES AND REQUREMENITS. 12 CONTRACTOR SHALL P6TALL EXIT 51016 IN THE TYPE, NUMBER AND LOCATION AS SHOWN ON THE CONSTRUCTION DOCUlM4iS OR AS OTHERWISE REQUITED BY THE LOCAL' SPECTOR. 13. ALL EXIT DOORS SHALL E OP84ABLE FROM THE NSDE WITHOUT KEY OR ANY SPECIAL KNOWLEDGE. 14. NTERIOR HNISHES SHALL NOT EXCEED A FLAME SPREAD RATNG OF 25. iS. SUBMIT SIGNED AM SEALED FRE PROTECTION SHOP DRAWNGS FOR REVEW a APPROVAL BY LANDLORD'S INSURANCE COMPANY I HOUSEKEEPING AND MATERIAL HANDING L WiTH THE LANDLORDS CONSENT AM APPROVAL. TIP TENANT'S CONTRACTOR MAY LOCATE A CONSTRUCTION OMITS ON SiTE, ON A TEMPORARY BASIS, APPROVAL WU.L BE BAS) ON THE LENGTH OF TIME AM THE AVALABIITY OF AN AREA FOR LOCATNG SUCH DUMPSTE L N SOME CASES THE TENANT'S CONTRACTOR MAY E ABLE TO OBTAN A STREET USE PERMIT TO LOCATE A DUMPSTER ON THE STREET. N ANY EVENT THE TENANT'S CONTRACTOR Will BE RESPONSR.E TO REMOVE ALL CONSTRUCTION GENERATED TRASH FROM COMMON AREAS OF THE BU LDNG ON A NIGHTLY BASIS. TENANT'S CONTRACTOR ACKNOWLEDGES THAT STORAGE OF ANY CONSTRUCTION AM OR BUILDING MATERIALS OUTSIDE OF THE TENANT SPACES PROHRITED UNLESS LANDLORD'S WRRTR4 APPROVAL HAS BEN GRANTED. 2. TENANT'S CONTRAACTOR ACKNOWLEDGES THAT MOVEMENT OF CONSTRUCTION MATERIALS IS TIGHTLY RESTRICTED DUPING BUSINESS HOURS. THE BIJLDNG S EQUIPPED WiTH A FREIGIT ELEVATOR TO BE DESIGNATED UPON REQUEST FOR CONSTRUCTION USE. PADS WILL BE INSTALLED WERE APPLICABLE AND A SERVICE KEY FOR IDEPEEDB4T OPERATION WLL E PROVIDED. TENANT'S CONTRACTOR WILL NEED TO PROVIDE FLOOR PROTECTION AS REQUITED TO INURE THAT THE FLOOR FISHES OF THE BIEDNG ARE PROTECTED. LANDLORD'S REPRESENTATIVE AND TENANT'S CONTRACTOR WLL NSPECT BIED1NG COMMON AREA FOR EXISTi& DAMAGE a Df iIRMNNNE THE ROUTE OF TRAVEL FOR CONSTRUCTION MATERIALS PRIOR TO COMMENCEMENT Or CONSTRUCTION ACTIVITY. DOCUMENTATION Of Ttf WALK - THROUGH WLL BE PROVIDED TO THE TENANT'S CONTRACTOR. UPON COMPLETION OF TENANT'S BUILD-OUT, CONTRACTOR AND LANDLORD'S REERESENTATIVE WILL REi1NSPECT THE COMMON AREA NOTNG ANY DAMAGED AREAS NEENG REPAR BY Tif TENANT CONTRACTOR. 3. ONCE CONSTRUCTION BEMyS N TENANT'S SPACE, THAT AREA BECOMES THE RESPONSIBILITY OF TENANT AND ITS CONTRACTOR. TENANT'S CONTRACTOR MUST SUPPLY AM NSTALL A LARGE CARPETED WALK -OFF MAT NSDE THE ENTRANCE TO THE SPACE TO ELIMINATE THE TRACKNG OF DUST AND DEBRIS WO THE BLJ<DNG. THE WORK AREA AND THE AREA OUTSIDE THE TENANT PREMISES MUST BE MANTANED N A CLEAN COMITON AT ALL TIMES. TRASH MUST BE PLACED N CONTAIN :RS AND REMOVED DALY BY TENANT'S CONTRACTOR TO TENANT'S CONTRACTOR'S DUMPSTER. F TRASH IS NOT MMEDIATELY REMOVED OR THE SPACE CLEANED LP AFTER LANDLORD'S NOTICE, LANDLORD MAY REMOVE THE TRASH AM CLEAN THE SPACE AT TENANT'S EXPENSE NCLUDNG AN ADMINISTRATIVE FEE, AND DEDUCT FROM CONSTRUCTION DAMAGE DEPOSIT. 4. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY TENANT'S CONTRACTOR WLL NSTALL AND MANTAN CONSTRUCTION PRE-FETES N THE MEDICS RETURN AR SYSTEM SERVICE& THE CONSTRUCTION AREA AND OR FLOOR. WHEN CONSTRUCTIONS COMPLETE THE PRE FLIERS SHALL BE REMOVED AND DISPOSED OF BY TENANT'S CONTRACTOR. 5. TENANT'S CONTRACTOR SHALL REMOVE AND DISPOSE OF IN AN APPROVED MAENER ALL SURPLUS CONSTRUCTION MATERIAL FROM SITE. DISCHARGE OF ANY MATERIAL WO LANDLORD'S PLUIME& OR STORM SEWER SYSTEM OR TRASH CONTANERS S PROISITED. 6. TEMPORARY DUST BARRELS AT DEAAISNG WALLS 14 PLENUM SPACES MAY BE REQUITED 1'O CONTROL CONSTRUCTION DUST. E STALL AS DRECTW BY LANDLORD'S R6'RESENTATIVE, AT TENANT'S EXPENSE. 7. F ANY HAZARDOUS EATERIALS WILL BE USED ON -SITE, MATERIAL SAFETY DATA SHITS (ADS) MUST BE ON FILE WITH TENANTS CONTRACTOR PRIOR TO THEIR USE TENANT'S CONSTRUCTION DR/1WNGS,'AS -BINS ANTE! PLAN ME REVIEWED APO APPROVED BY THE TENANT COORDINATOR, A IM O& MET 6 SLED BY THE COVERING tIRECCT1(k THE PRE - COHSiEXT»1 1B1NC HAS OCCURRED AND ALL REQUIRDAINTS MET, THEM TB4ANT'S OZINSTEUCTION MAY PROCEED. ONE SET of RAM BEARS LArPaomS APPROPRiATE REVEW STAMP, COAILETI WITH LANDLORD'S COVE SHEET MO crows GOOD FMH M6PECTEN SPORT ATTACHED, MUST E OPT P4 TENANT'S MEW AT ALL T. TENANTS CONTRACTOR MUST USE THUS SST Of RAMS KONG WITH DE APPROVED BL&DP4G PEW' PLANS THE CITY AS !T3 MASTER SETTS) FOR SEEDING TENANT'S SPACE '.T TN COMPLETION OF CONLSTRiCTEDN, TB4A4T SWILL ROWE ONE COMPLETE SET OF REPRODUCE E AS-WV ORAWNGS TO LANDLORD AND ONE 3-P DEISM MITI+ ALL CAD GENHATO DRAWNGS P4 DWG OR _OXF FORMAT. AS DRAWB4S SHALL NQLcE ARQRTFCTLRAL STR1JCTIiAL MECHHAMCAL, ELECTRIC-AL AND APE PROTECTON. L NSPECTiONS BY GOVERNPVG AGENCES TENANT OR iTS CONTRACTOR 5 RESPON6RLE FOR OBTANNdG ALL REQUIRED IlSPECi1ONS BY COVEEMiC ACMES. TENANTS CONTRACTOR 6 RESPONSE/ FOR CONKING ALL DEACINCEES RECORDED BY THE NSPECTORS. iL PUNCH LIST /OBSERVATIONS BY LANDLORD DUNG CONSTRUCTION OF TENANT'S STORE, LANDLORD'S REPRES64TATTVES MAY OBSERVE PERIODICALLY TO DETERMi?E WHETHER CONSTRUCTION CONFORMS WiTH TIE APPROVED PLANS & SFECHCATIONIS, AND THE PROVISIONS OF THIS CENRAL CON :4110116 FOR CONSTRUCT1014. SHOULD THERE BE ANY DISOEPANCY, TENANTS WORK MAY BE HALTED U$BL if PROIIIM 6 RESOLVED. N P40 EVENT W11 SUO1 OBSERVATIONS OR SRSE: LENT RESULTS OF SUCH OBSERVATIONS PLACE ANY IPEEPONIBUTY ON LANDLORD. TENANT'S CONTRACTOR SHALL MOTET THE LANDLORD'S REPRESENTATiVE N WRETING WIEN WORK 6 SUBSTANTIALLY COMPLETE, AND REQIBT A FINAL NSPECT1ON FROM LANDLORD. LANDLORD SHALL PROVIDE TENANT'S CONTRACTOR WITH A FORMAI WRITTEN PUNCH UST MICH WILE DEMI ANY CONSTRUCT10N ()MINCE PURSUANT TO THE APPROVED PLANS AND APPUCABif CODES. ANY PUNCH UST WORK NOT COMPLETE) WREN THE TARTY (30) CALENDAR DAYS FROM DATE Of PUNCH LIST MM, AT LANDLORD'S OPTION, E COMPLETED AM THE COST DEDUCTED FROM TENANT CONTRACTOR'S DEPOSIT. M. LANDLORD'S FINAL ACCEPTANCE iN ORDER FOR TENANT TO RECEIVE LANDLORD'S REAL ACCEPTANCE, TENANT MUST, WREN THRTY (30) DAYS OF THE DATE TENANT OPENS FOR BUSPESS, OBTAN AND PRESENT TO LANDLORD THE FO.LOWNG ITEME 1 A COPY OF THE CH(THCATE OF OCCUPANCY 651ED BY THE BUB.DNG DEPARTMENT. FOOD SERVICE TENANTS MUST ALSO INCLUDE DOCUMENTED APPROVALS FROM THE LOCAL HEALTH DEPARTMENT PRIOR TO MEW.) 2. COPES OF ALL BULDNG PERMITS AND OTHER REQUITED PEWITS, PHACAING NSPECTIONS AND APPROVALS BY THE APPROPRIATE AGENCY. 3. ASELET DRAWNGS OF TENANT'S WORK PER PARAGRAPH 'r. 4. HVAC BALANCE REPORTS BY INDEPENDENT AR BALANCE CONTRACTOR. 3. THE COMPLETED PUNCH UST, NTiAUD BY TIP LANDLORD'S REPRESENTATIVE 6. TENANT'S CONTRACTOR SHALL REPAR ALL DAMAGE TO BLELDNG CREATED BY ITS OWN WORK. LANDLORD WLL P.ER1M ANY MUSED HUMS FROM CONSTRUCTION DAMAGE DEPOSIT TO TENANT'S CONTRACTOR. 7. 0 & M MANUALS AND WARRANTDS FOR ALL TENANT NSTALLEO EQUIPMENT AND ROOF TOP PENETRATIONS. B. CONTRACTOR CERTIFICATION OF ASBESTOS FREE PRODUCT NSTALLATION. 9. UPON COMPLETION GENERAL CONTRACTOR SHALL SUPPLY LANDLORD WiTH LEN RELEASES FROM ALL SlBTPRS, SUPPLIERS, LABORERS, MICH HAVE SERVED NOTICE TO LANDLORD. N. MISCELLANEOUS REQUIREMENTS 1. WERE CO1 JCTS EXIST BETWEEN BU.DY4G CODES, UTUTES REQLREMENS, STATUTES, ORDNANCES, REGULATORY REQIREMEITS, A LANDLORDS REQUIREMENTS, THE MORE STRINGENT SHALL GOVERN. 2. TENANT'S CONTRACTOR OR SUBCONTRACTORS SHALL NOT POST SIGNS WITHOUT LANDLORD'S APPROVAL 3. TENANT'S CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH All PARKNG RULES A REGULATIONS AS ESTABLISHED BY THE LANDLORD. VIOLATION OF PARKNG REQURDAENTS MAY RESULT N FEES AND/OR TOWING. 4. TENANT SHALL USE ONLY NEW, HEST -CLASS MATERIALS N COMPLETE& ITS WORK. ALL WORK AND EQUIPMENT SHALL BE WARRANTED FOR A MNIMJM Of ONE (1) YEAR FROM INSTALLATION. SUCH WARRANTIES SHALL NOT RELIEVE TENANT FROM iTS MAME4ANCE OBLIGATIONS PROVIDED N THE LEASE. O. GOOD FAiTH INSPECTION FOR ASBESTOS TENANT AND TENANT'S CONTRACTORS MUST HAVE LANDLORD'S GOOD FAITH NSPECTiON REPORT ON PREMISES PRIOR TO STARTING WORK. THE WASHEIGTON INDUSTRIAL SAFETY HEALTH ACT 29662 -07707 STATES THAT BEFORE ALLOWING OR AUTHORIZING ANY CONSTRUCTION, RENOVATION, SEAMING, MAFITNAICE, REPAR OR DEMOLITION, LANDLORD SHALL PERFORM A GOOD FAITH NSPECTION TO DETERMINE WHETHER MATERIALS TO BE WORKED ON OR REMOVED CONTAIN ASBESTOS. IT IS THE RESPONSBLLTY OF TENANT'S CONTRACTOR TO OBTAN A COPY OF THIS REPORT AND DCPLAY IT ON THE PREMISES N FULL VIEW OF ALL PERSONS ENNTERNG THE WORK SITE. TENANT'S CONTRACTOR IS ALSO RESPONIUBIE TO DISCLOSE TO LANDLORD'S REPRESEN- TATIVES ITS DISCOVERY OF ANY M.'TtRIAL THAT MAY CONTAIN ASBESTOS NOT MedTiONED N TIE GOOD FAITH NSPECTION. NO WORK SHALL DISTURB OR REMOVE THE SUSPECT MATERIAL UNTIL LANDLORD HAS PERFORMED TESTS AND /OR ABATEMENT. P. NSLIANCE TENANT'S CONTRACTOR SHALL SLAT TO L .ORD A CERTWICATE OF B6UANCT WITH WITS AS OUJTLNED ON THE ATTACHED SAaftE. THE CEITP1CATE HOLDER SHOULD READ AS FOLLOW& DAVID A. AND SMIDRA SASSY U201 TUCWLA NTINNIA110NAL REVD. FOLUTH FLOOR SEATTLE, SON ISIIS -3121 ADDITIONAL mum BCORSEND4T Wl1 NaLDE THE FOLLOWING CRET>IiCATS HOWIE APO &AIRY CORPORATION NOTE CERTAIN LANDLORD BIEDNGS REQIME REVERSAL OP THE ABOVE INURED A ADDITIONAL Nst.ED CERTFICATE HOLDERS. CONTRACTOR SHALL INSTRUCT ALL SUPERS TO AIRY LANDLORD WfTM A CERTIFICATE OF INSURANCE AS OUTLINED NNW PROJECT: AS A REQU ILEAe4T Of TOUR SUBCONTRACT ON THE ABOVE RIEBED4CED PROJECT, EVDB4CE OF NSUANCE N THE MPEMLMI AMOUNTS SHOWN FLOW 6 REQUITED TO E DEEMED TO US PRIOR TO YOUR COMME4CNG WORK. TIES UTTER CONTAIN Tlf NFORMAT1QN YOM NS/RANCE AGENT WELL NEED TO PREPARE THE CERTFICATE OF i'LSIRANCE REQURED BY SAPPY CORPORATION PLEASE tSTIICT YOUR Palma ACB4T TO MAL THE CERTIFICATE, NQ.tDNG EN DOR3EMBiT, TO THE ATTENTION OF THE SAPPY CORPORATION CONTRACTS ADMNSTRATOt. TYPE OF cal}$C�ATE co LHMEROAL (HEAL LIAMlTY - (HEAL AGGREGATE OPERATIONS AGGREGATE - I AND PD, EACH OCCURRENCE AUTOMOAF LMMTTY - PER OCCUPAR C UMEREILA EXCESS) LUBEITY - PER OCCURRENCE WORM'S COMPENSATION (OTTER THAN WASHINGTON) STATUTORY LEL & H WORKERS COMPENSATiON EM LOYS'S STATUTORY UNSAY STOP GAP (WASHNGTON EMPLOYER'S LIABLRY) $1,000,000 THE CERTFICATE SHOULD ADDRESS THE FOLLOWING: 1 SHOW DAVID A. AND SANDRA SABEY, AD SASSY CORPORATION AS ADDfT10NAL INSURED. NOTE GERTAN LANDLORD BLEDNGS PIQUE REVERSAL OF THE ABOVE ENSUED & ADDITIONAL ERRED RED CERTFICATE HOLDERS. 2. SHOW TIP CURRENT A.M. BESTS RATING FOR THE NSUtANCE COMPANY LISTED. 3. SHOW WNW PRIOR CANCELLATION NOTICE OF 45 DAYS. 4. SHOW ALL DEDUCTIBLES AND DESIGNATE TER CLAIM' OR PER OCCURRENCE 5. F USING ACORD CBRTFiICATE, EACH APPROPRIATE BOX MUST BE MARKED WiTH AN 'X' NDICATNG COVERAGE PROVIDED. 6. (ORTlICATE OF LiABLITY AND UMBRELLA MUST STATE F COVERAGE PROVIDED IS 'CLAIMS MADE' OR OCCURRENCE FORM. 1 woo _4 MM US LMT UAW 82,000,000 ASKEW $1,00,00 PAWN PRECONSTRUCTION MEETING TENANT WORK WILL NOT BE ALLOWED TO COMMENCE WITHOUT THE FOLLOHRNGc ❑ LANDLORD'S CONTACT PERSONS SS- CorporaMaM /roBNT IIIlarsaBasBURtJ TispAak N2O5) 2114700 ❑ TENANT OONTRACTOI'S EMEECDIC Y TBBHONE'_ ❑ WASIORGTON STATE CONTRACTOR'S UCENSE p ConaucrOrs CERTBICATE OF INSURANCE WiTH ROPE ADOMOPEAL MED AS REQUIRED ❑ own... cram DAMAGE DEl09T AMOUNT Ito be paid by Tweet's Contractor) ❑ LIST OF RR- CONTRACTORS ❑ APPROVE) mom PLANKS ON -SITE (Approved puns shall include this Landord's Cover Sheet, to be corapletad at the procoewtiction meeting.) ❑ CONSTRUCTION UTUTES CHARGE per General Coadtioes paragraph 'G' ELK ELEVATOR DRAIN SPEINKLEVOCCUPSEENCE OTHER OTHERS ❑ C BULLING PHEW CONSTRUCTION SCHEDULE Start Date: Isdnnated Owna _isen 'Dec PROVISIONS FOR PERMANENT ELECTRICAL POWER GOOD FAITH t4SPECTiON REPORT SUBCONTRACTORS APPROVED BY LANDLORC FRE DETECTION SYSTEM MECHANICAL CONTROLS ROOF MODIFICATIONS CHEWED AR BALANCE CONTRACTOR OTHER: p DESfGNATED HOURS OF CONSTRUCTION p MATERIAL DBJVERES SHALL BE COORDNATW WITH LANDLORD'S REPRESENTATIVE. RE LOADING, FREIGHT ELEVATOR. LOCATION OF TENANT CONTRACTOR'S TRASH RECEPTACLE LOCATION FOR TENANT CONTRACTOR PARKING LANDLORD'S FIRST RIGHT OF REFUSAL FOR SALVAGE PRIOR APPROVALS REQl1R® MODIFICATIONS TO LANDLORD'S FAC1UTES: INCIDENTAL BURNING, ACETYLENE CUTTING, OR WELDING: INCIDENTAL CONCRETE SAW CUTTNG OR CORE DRILLNCE NOXIOUS FUMES: OTHER: CONSTRUCTION SAFETY, OSHA, WSHA, MIS PUNCH -UST NOTFICATION FIRST AID KiT ON -SITE FRE EXTY HER ON -SITE REVEWED CONTRACTOR CODE OF CONDUCT WITH LANDLORD'S REPRESENTATIVE. TENANT'S CONTRACTOR AND HIS REPRESENTATIVES ACKNOWLEDGE THAT THEY HAVE RECEIVED, REVIEWED, UNDERSTAND, AND WILL COMPLY WITH THIS LANDLORD'S COVER SHEET. Signature: Data TENANT DRAWINGS FBI Cast. Doc. Review/ p Date Receive* Wowed Rejected Revise at Rode* No Exosodos Taken Note MsEIdIIp as Drawfaas its mate IS FOR LAYOUT OILY NO N NO WAY MAR ANY LIME ANTS OR WWI COMPUTANCI NTH LOCAL OSINAMCB OR COOS. 11 Dame May CmpanWe Masan Gap TENANT CONTACT INFORMATION (TO BE COMPLETED BY TENANT'S ARCHITECT PRIOR TO PRECONSTRUCTION MEETING) ❑ ❑ OWNER'S CONTACT. Address: Phone TENANT'S ARCHITECT. Address: Phone 0: Contact Person: TENANT'S CONTRACTOR. Address: Phone #' Contact Person: TENANT'S MECHANICAL ENGINEER: Address' Phone III' Contact Person: .__ TENANT'S ELECTRICAL ENCEER: Address: Phone #: Contact Person: TENANT NAME: SUITE NO.: BUI.DIVG' CONSTANTS REVISIONS ISSUE DATE S :BEY CORPORATION 06 /02/00 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Ccrporatior art the same may not be duplicated, used or disclosec without the written concen•. of the Sabey Coroorotio- LANDLORD'S COVER SHEET FOR ALL TENANT CONTRACTED WORK WITHIN SABEY CORPORATION OWNED AND /OR MANAGED BUILDINGS DRAWING TiTUEENER i._ CON . - ; Ohm FOR OONSTR,C7ION PROGRESS DATE: 09/14/99 PLOT: PROJECT NUMBER: DRAWN BY: BOB CHECKED BY: RI-IS APPROVED BY: DRAWING NUMBER: o . 147,7ED KWILA JUL - 7 2000 PERMIT CENTER STRuCTURA; GR D ROOM REFERENCE ()ma --- I NAlk -- ROW k +Ir9E DOOR REFERENCE -DDDR wusiR REL WITH SILL = FL:" HE GHT RELITE KEY NOTES DETAIL REFERENCE WALL SECTION BUILDING SECTION REFERENCE OR DATUM -- - ELEVATION REFERENCE REVISION REFERENCE GENERAL MECHANICAL ACCESS PANEL CEILING HEIGHT FIRE SPRINKLER EXIT, SIGN /LIGHT REFER TO HVAC DRAWINGS pum snooaps /cE 9 '- 6. l RECESSED SEE LEGEND \„MBER _LIE DRAw,4; NUMBER / - SEC. 7.0h Lt.? . z SEA DS NUMBER DRAW '.G NUMBER DRAWING NUMBER ELEVATION REFERENCE DRAWING NUMBER REVISION NUMBER ONLY MOST RECENT REVISION IS CLOUDED C LE©TROOLaL S U 1J1/LI OL` REFER TO ELECTRICAL DRAWINGS FOR SYMBOLS. C LOKO S U M OLS GWB 71G. SUSPENDED CLG. SEE SPRINKLER DRAWINGS LIGHTINC FLUORESCENT FIXTURE FLUOR. DOWNLIGHT 0 M.P. DESIGNATES MOISTURE PROOF. INCAND. WALLWASHER O FLUORESCENT STRIP 2 TUBE RECESSED LINEAL FIXTURE ® NOTE DIRECTION AS REDID, DIVISION 1 GENERAL REQUIREMENTS T G£.NIERAL ODN11! nor< C O�10►t5 or NE coNTRAc FOR COttS*RUCT1Or►', to OO C.JM-3JJ 1 A2'Q - !:48 T Fa_ +c TEEN TH 4.. T33A. AR T' uS ' Ivi twoo 14 5 Vr. AS APPLIED TO THE CONTRACT EDF OiSTR ....,J1 OF THE SINE EL AK CORE FOR TYIS 9I1IiDMAu. ARE FtJlY i i"G 7:` 115 MAR' z S Itcl "Hi CONTRACTOR ANC Al SDKs -CON TR AC TORS SHAW._ RE A_ AND BE GOVERND 9" 'HEI 1.2 CCOE$ ALL NOR►; SHALL CONFORM TO 'kx APPLICABLE 3 s :D C CODES AND ORDINANCES_ IN CASE OF ANY CONFLICT $ -HERE THE ME' -OOS OR STAn :AFcS !NS'::....AT :ON OR 'HE IA ERIA _S SPECIFIED DC NOT E& OR : XCLE ThF_ O,;.REWE', TS OF TIE LAMS OR ORDINANCES, n*E :.AwS DR ORDINANCES 9iA__ GOVERN. NO" FY ''ME ARCHITECT OF AL I. COIF.. IC TS_ 1.3 DRAWINGS AND SPt;;IFICATIONS THE CONTRACTOR SHALL E JORD'NATE THE PLUMBING, MECHANICA ELECTRICAL AND FIRE PROTECTION DRAWINGS WT- THESE DRAWINGS AND THE TENANT - MAPROvEMENT S'ECFICATIO, S AND SHALL NOTIFY 'HE ARCS TECT OF AL_ DISCREPANC IES *fl- A NR TTEN REALEST OF C' ARF,CADON ANY ■ORK NSTALLED IN CO►.F wires THESE DRAWNGS OR SPEOF CATIOM:S SHALE BE CORRECTED BY THE CON _ RAC ?;,;r 4T NO EXPENSE TO THE OWNER. TENANT OR THE ARC ^'TECT. 1.4 DIMENSIONS A. DIMENSIONS ON THE .PLANS ARE TYPICALLY TO THE FINISH FACE OF PARTITIONS OR TO THE CEN OF COLUMNS. B DOOR ANC CASED OPENINGS WT' -TOUT LOCATION OIMENSONS ARE 'O BE FOUR AND ONE -ALF (4 1/2' INCHES FROM THE FAN'S OF ADJACEN PARTITION OR CENTERED BETWEEN PARTITIONS - C. LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, _:;S4 AND SQUARE MTh STR,;CRURE OR ON THE CENTERLINE OF A WNDOW MULLION AS SHOWN. 1.5 DO NOT SCALE DRAWNGS THE CONTRACTOR SHALL USE DIMENSIONS SHOW ON THE DRAWINGS AND ACTUAL DEED MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND. 1.6 ABBREVIATIONS THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE iN COMMON USE. THE UST OF ABBRE'VIATI'ONS P RUDE; 'S NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF :NY IN QUESTION. 1.7 COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPL ANCE WITH THE DRAW1tGS AND SPECIFICATIONS. 1.8 FIRE PROTECTION WHERE NECESSARY, PROVIDE ORE PROTECTION AT ALL PENETRATIONS OF FIRE RA TED ELEMENTS AS REQUIRED BY THE GOVERING AUTHORITY. 1.9 GENERAL CONSTRUCTION A. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS PRIOR TO DRILLING OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. C. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UBC IN THE LOCAL JURISDICTION. D. CEILING HEIGHTS, WHERE INDICATED, ARE FROM SUB FLOOR TO BOTTOM OF CEILING GRID OR OTHER FINISHED SURFACE. E. MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 2.0 SUBMITTALS A. PROVIDE SIX (6) COPIES OF ALL SUBMITTALS TO GENERAL CONTRACTOR FOR DISTRIBUTION FOR APPROVAL. 2.1 COORDINATION A. CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR THE INSTALLATION OF ALL RESTROOM ACCESSORIES AND OTHER WALL MOUNTED PRODUCTS. DIVISION 2 SITE WORK SEE CIVIL DRAWINGS DIVISION 3 CONCRETE 4.1 CONCRETE SEALER A. USE 'ENVIROSEAL -40' SLAB SEALER AS MANUFACTURED BY HYDROZO CORPORATION ON ALL INTERIOR FLOOR SLABS AND HOUSEKEEPING PADS. APPLY PER MANUFACTURER'S RECOMMENDATIONS. 4.2 GENERAL A. SEE STRUCTURAL DRAWING S1 FOR ADDITIONAL INFORMATION. DIVISION 4 MASONRY NOT REQUIRED DIVISION 5 METALS j.1 A. B. �.2 A. B. C. D. E. F, G. GENERAL REQUIREMENTS SUBMIT SHOP DRAWINGS FOR ALL METAL FABRICATIONS PER DIVISION 1, SECTION 2.0. SEE STRUCTURAL JRAWIN . S1 FOR AI1nITIOINAL 'INFORMATION. METALS FABRICATIONS MATERIALS SHALL CONFORM STEEL SECTIONS: STEEL TUBING: PLATES: 'RIPE: BOLTS, NUTS, WASHERS: TO THE FOLLOWING: ASTM A36 ASTM A500, GRADE B ASTM A283 ASTM A53, GRADE B, SCHEDULE 40 ASTM A307, GALVANIZED TO ASTM A153 FOR GALVANIZED COMPONENTS WELDING MATERIALS: AWS D1.1, TYPE AS REQUIRED FOR MATERIALS BEING WELDED ALUMINUM MEMBERS: SIZE PER DRAWINGS TOUCH -UP PRIMER FOR GALVANIZED SURFACES SHALL BE A ZINC RICH PRIMER. FIT AND SHOP ASSEMBLE METAL WORK IN LARGEST PRACTICAL SECTIONS, FOR DELIVERY TO SITE. CONTINUOUSLY SEAL JOINED MEMEBERS BY CONTINUOUS WELDS. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH AND HAIRLINE. EASE EXPOSED EDGES TO A SMALL UNIFORM RADIUS. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. SCHEDULE OF WORK IDMSION 6 MOT Rf OUIMED WCOD AND PLASTICS DIVISION 7 'THERMAL AND MOISTURE PROTECTION 7.1 EAcTERcs IINSt.ATIOh ANG .EgeSen SYSTEM IEIFS1 A_ PRO✓'O AND INSTALL CLASS 0 8 EIFS SYSTEM CGhSSTING A MOISrARf DRAI.A R�t .;E BAER NS. OARC VE01AN• ;ALLY A 'T AC -r U 'C 7FIE SUBSTRA1E. AN • eEGRALY REV BASE 'CA' A ,rxTZ;Rt:. PROTECTIVE PteSi- COAT. J& hA - ;VP AC RESISTANCE' M ERAS TO 8' -c' ABO,K ANY ADJACENT FfN!SH FLOOR OR 7A3F. r -ES NTVGRk, COLOR - 3 11..'Di PA;Mi • COLORS SPECIFIC "iDER DIVISION 9 AND AS CA: T ON THE DRAWNGS. COORDINATF. 07- SHEET VE'A_ FLASHING INSTALLERS. 7.2 BUILDING THERMAL ANC ACOUSTIC INSULATON: A. PROv1DE ANC INSTALL UNFACED MINERAL -FIBER BATT ,NSULADON IN STUD WALLS FOR THERMAL AND 'OR ACOJS 'iC 'SOLAT'Oti_ IDISTAL_ PER MANU ACTURER'S ``ISTRUC`ONS FOR OPTIMUM 'ERFORMANCE PROVIDE CAULIGNG AS REQURED AND /OR AS SHOWN ON THE DRAwiNGS. 7.3 BUILT -UP ASPHALT RCJFLNG. A. 3 - PLY ROOFING SYSTEM #1 GRANULATED CAP SHEET, INSTALLED OVER TAPERED RIGID NS. ATION; SYSTEM COM WIT e REQUIRED MATERIALS. FASTENERS. CANT STRIPS, BASE F_ASHINGS, ETC. AS RECOMMENDED BY THE ROOF_NG MATERIALS MANUFAC' FOR A COMPLETE INS PROVDE YANUFAC'JRER'S STANDARD - - r SUBM' ' ' - AR I . . T'S REVIEW AND ? . I A OR CI- TE RE E WD A PROVAL. COORDINATE 1M?! -! iNSULAnON AND SHEET META! FLASHING I'NSTAL`ERS. 7.4 SHEE ;1 -1i G Air A. EABR'CATE METAL AND F INSTA SHEET D TRIM METAL FLASHING AND TRIM TO COMPLY WI Tr RECOMMENDATIONS OF SMACNA'S 'ARCHITECTURAL SHEET METAL MANLAL'- USE PRE- FINISHED MATER ALS TO THE GREATEST EXTENT POSSIBLE, WITH 2 -COAT FLJOROPOLYMER 'HYLAR 5000' OR 'KYNAR 50C' OR APPROVED FINISH. COLOR AS SPECIFIED. PROVIDE AL. E.'PANSION SEAMS, SEALANTS, FASTENERS, ETC. AS REQUIRED FOR A COMPLETE, DURABLE AND WATERTiO ' :NSTADEATION. WORK TO INCLUDE ALL =LASHINGS, COUNTER FLASH AGS, RAINWATER COLLECTORS AND LEADERS AND AN JECORA IE SHEET META.. TEMS AND TRIM. SUBMIT SHOP DRAWINGS FOR ARCHITECT'S REVIEW AND APPROVAL. COORDINATE WT- DES DOOR AND LOUVER INS T ALEERS. 7.5 TAPERED RIGID INSULATION; A. T APERED RIGID INSULATION - PROVIDE AND INSTALL POLYISOCYANURATE INSULATION BOARD WITH TNPE II FELT OR GLASS -FIBER MATT ON BOTi' MAJOR SURFACES. SUBMIT SHOP NSTALLER. DRAWINGS FOR ARCHITECT'S REVIEW AND APPOVA COORDINATE WITH ROOFING I 7.6 SUB -GRADE DRAINAGE SYSTEM: A. T. JOINT SEALAN A. PRCVIDE AND INSTALL ALL JOINT SEALANTS, BACKER ROD, CAULKING. ETC. AS MAY BE REQUIRED OR AS SHOWN ON THE DRAWINGS. USE COMPATABLE MATERIALS APPROPRIATE FOR THE USE AND CONDITION. ALL CAULKING AND SEALANTS ARE TO BE INTEGRALLY COLORED TO MATCH THE ADJACENT SURFACE, OR AS DIRECTED BY THE ARCHITECT. PROVIDE MANUFACTURER'S STANDARD SUBMITTAL FOR EACH PRODUCT USED FOR ARCHITECT'S REVIEW' AND APPROVAL. COORDINATE WITH EIFS AND SHEET ME - AL FLASHING INSTALLERS. DIVISION 8 DOORS AND WINDOWS $.I GENERAL REQUIREMENTS A. DOOR AND FRAME ASSEMBLIES SHALL MEET THE FIRE RATING REQUIREMENTS LISTED IN THE DOOR & OPENING SCHEDULE ON SHEET A5.0. B. SUBMIT DOOR, FRAME AND HARDWARE SCHEDULES PER DIVISION 1, SECTION 2.C. INCLUDE DOOR AND FRAME CONSTRUCTION AND INSTALLATION DETAILS. PROVIDE SHOP DRAWINGS FOR ALL SECURITY DOORS AND WINDOWS. $.2 HOLLOW METAL DOORS & FRAMES A. HOLLOW METAL DOORS SHALL MEET THE REQUIREMENTS OF ANSI / SD! 100. DOORS TO BE GRADE II, HEAVY -DUTY, MODEL 2, SEAMLESS DESIGN, 3/4" THICK WITH 18 GAGE GALVANIZED SHEET STEEL FACES. B. HOLLOW METAL FRAMES SHALL MEET THE REQUIREMENTS OF ANSI /SD: 100. INTERIOR DOOR, SIDELIGHT AND BORROWED LIGHT FRAMES SHALL BE 16 GAGE STEEL, FULLY WELDED CONSTRUCTION, FACTORY PRIMED. EXTERIOR HOLLOW METAL DOOR FRAMES SHALL BE SIMILAR TO INTERIOR FRAMES AND OF GALvANIZED STEEL (ASTM A 526, COMMERC'AL QUALITY, OR EQUAL). C. EXTERIOR DOORS TO BE INSULATED WITH R -4 CORE INSULATION. D. ALL HOLLOW METAL DOORS AND FRAMES ARE TO BE FACTORY PRIMED FOR FIELD APPLIED FINISH COAT. E. PROVIDE SOUND RATED DOOR ASSEMBL' WHERE REQUIRED. C. D. $.3 HARDWARE A. SEE HARDWARE SCHEDULE GN SHEET A5.0 FOR HARDWARE GROIN=S. B. ALL LOCKS SHALL BE PROVIDED WITH INTERN- ANGABLE CORES ALL LOCKS SHALL BE KEYED TO LANDLORD'S GRAND MASTER AND MASTER KEY SYSTEM PROVIDE BLOCKING IN PARTITION FOR ALL WALL MOUNTED JOOR STOPS. HARDWARE ITEMS: LOCKSETS AND LATCHSETS: SARGENT 8200 LEVER MTH ROSE TRIM CLOSERS: LCN OR APPROVED EQUAL, PARALLEL ARMS WHENEVER POSSIBLE, TB & C AT WOOD DOORS BUTTS: STANLEY 4 -1/2 X 4 -1/2, US26D FINISH, S.B. N.R.P. WHEATHER GASKETS: PEMKO OR APPROVED EQUAL DOOR PROTECTION: CIPCO, QUALITY, OR BUILDERS BRASS STOPS: CIPCO, QUALITY, OP BUILDERS BRASS EXTERIOR CYLINDERS: MEDECO DIVISION 9 RISES 9 GEltRAL F 4 NOTES A. THE SHALL BE NC EXPOSED PPE. OCNIYJ1T. DUCT. VOW'S. ETC_ SUCH S SHALL BE BALED OR F;; RED ANL FIMSKED. UNLESS NOTED AS EXPOSED MASTROCTICIA Ch DRAWINGS B. OFFSE' S rS *.R£ NAT FINISH WA_ SUR =WILES 1 BE C. PRO GALVANIC 4ESULATION B(' EN DISSIMILAR METALS_ 0. FLAME SPREAD RATINGS FOR , NTERIOR FINISI4 TO 8E CLASS 3 CR BETTER 9.2 WALL rii15i NOTE A ALL PAINT SHALE BE APPLIED :N ACCORDANT WITH THE MANUFACTURER'S SPEOF CATIONS FOR THE PART; -AR SuRFAO APP UPON. B. SAMPLES OF ALL FINISH COLORS SPEC'F!ED SHALL BE SJBWTTED PER DIASON SECPOP 2.0. =0R APPROVAL BY ARCrt.TECT PRIOR TO THE COMMENCEMEN' OF WORK. C. IN AREAS TO BE LEFT UNFINISHED. GYPSUM BOARD WALLS SHALL BE FIRE TAPED ONLY. 9.3 FLOOR FINISH NOTES A . CONCRETE SEALER (SEE DIVISION 9.4 GYPSUM BOARD ASSEMBLIES A. REFER TO PARTITION SCHEDULE ON SHEET A5.0. B. GYPSUM WALLBOARD TO BE 5/8" TYPE OE GYPSUM WALLBOARD EXCEPT WHERE !� : T OTHERWISE_ PROVIDE a: ?H R Sc 0 DE WATER BACKING A ^NOTE.. O E S i b R R � AN A K � BO TE RESISTANT B C RD A7 ALL CERAMIC TILE WALLS. C. PROVIDE METAL CORNER. BEADS, CASING BEADS AND DRY WALL TRIM ACCE WHER REQUIRED. D. SO.;ND INSULA WHERE INDICATED, TO BF. 3 )1' UNFACED SOUND A cNU ATCIN BA FS. DIVISION 10 SPECIALTIES 1 9.5 PAINTING A. CONFORM - 0 THE RECOMMENDATIONS OF THE CURRENT EDITION OF ARCHITECTURAL SPECIFICAITONS MANUAL - PAINTING. B. PROVIDE Six SAMPLES OF EACH PAINT COLOR AND GLOSS ON 12" x 12" ART BOARD FOR APPROVAL. C. PAINTING SCHEDULE. .;ONC. WA, .S 2 COAT PROCESS, TINT PRIMER TO MATCH RNA' COAT, rx CEILINGS: EGGSHELL ENAMEL GWB WALLS: 2 COAT PROCESS, TNT PRIMER TO MATCH FINAL COAT, EGGSHELL ENAMEL METAL: 2 DOAT PROCESS, TINT PRIMER TO MATCH ANAL COA SEMI -GLOSS ENAMEL D. TOUCH -UP PAINT WITH THE SAME APP:CATION SYSTEM USED FOR THE LAS FINISH COAT. E. ALL PAINT COLORS SHALL MATCH THE FOLLOWING: P -1 BLDG. EXTERIOR, BASIC SHERWIN WILLIAMS # SW2064 'OU P -2 BLDG. EXTERIOR, ACCENT SHERWIN WILLIAMS # SW2066 'NANTUCKET DUNE'. P -3 ALL METAL, TYP. SHERWIN WILLIAM$ # SW2315 ' ,OPPER NAIL. P -4 ALL INTERIORS TO BE SELECTED 10.1 SIGNAGE. SHELL /CORE A. PROVIDE IDENTITY SIGNAGE MATCHING BUILDING STANDARD IDENTIFICATION SYSTEM. QUANTITY = 4. 10.2 FIRE EXTINGUISHERS & CABINETS A. PROVIDE F'RE LXTINGUISHERS TO MEET CODE REQUIREMENT OF 75' MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER FROM ANTI POINT IN BUILDING. B. USE LARSON CAMEO #C2409 -R, MP5 (2A 108C), E2 BRACKET, OR APPROVED EQUAL. PAINT EXPOSED CABINET TO MATCH ADJACENT WALL. 10.3 STEEL ACCESS PANELS A. PROVIDE ONE 3 -0' x 3' -0" ACCESS PANEL IN THE CEILING OF THE GENERATOR ROOM TO GIVE ACCESS TO THE INTAKE FANS 'MILCOR' STYLE 'M' UNIT =0R APPROPRIATE APPLICATION, OR APPROVED EQUAL. 10.4 SOUND ABSORBING PANELS A. PROVIDE 4" THICK PREFABRICATED SOUND ABSORBING PANELS (EMPIRE M -90, OR APPROVED EQUAL) ON CONCRETE SURFACES IN THE GENERATOR ROOM AS FOLLOWS: INSTALL 2' -0" x 14' -0" PANELS VERTICALLY ON WALLS AS SHOWN. TOTAL OF WALL PANELS iS 73 PANELS (2,044 SF) INSTALL 2' -0" x 18' -0" AND 2' -0" x 111' -O" PANELS HORIZONTALLY ON CEILING AS SHOWN. INSTALL 32 EACH OF THE 18' AND 11' PANELS OVER THE GENERATORS. TOTAL OF CEILING PANELS IS 32 -18' AND 32 -11' PANELS (1,856 SF) B. PROVIDE 4" THICK ACOUSTICAL PLEMUN LINER TO 100% OF THE SURFACES (WALLS & CEILING) OF THE UPPER LEVEL AIR INTAKE PLEMUN FOR THE GENERATORS. JOHNS MANSVILLE 'PERMACOTE LINACOUSTIC R -300' OR APPROVED EQUAL. USE 2- LAYERS OF 2" MATERIAL IF REQUIRED. C. PROVIDE 2" THICK PREFABRICATED SOUND ABSORBING PANELS (EMPIRE M -90, OR APPROVED EQUAL) ON CONCRETE SURFACES IN THE GENERATOR ROOM AS FOLLOWS. INSTALL 2'- 0" x 10' -0" PANELS VERTICALLY ON WALLS AS SHOWN. TOTAL OF WALL PANELS IS 12 PANELS (240 SF) INSTALL 2' -0" x 12' -0" PANELS HORIZONTALLY ON CEILING AS SHOWN. TOTAL OF CEILING PANELS IS 16 PANELS (384 SF). M DIVISION t 1 EQUrN MOO A. Ik ' A+cE A C Ex't•Ati =' _ A; VERS BE R`1S(I!. = r6 3 DSO) Ei R. E A►bi1�/lOUY _IX! S AI �- OR 1tA3LE &AILS All BMRE` S .ck L1 FREE AREA Sits: aE '► LESS '%*AN 57% ;i•-JSS DOR'.'+'SSOM . ouvERS SWIL BE AN(OZE. MIT'^ D aAJNTAgLS llfSH. 8_ SIX !6 E7oMA�ST LOUVERS -t G�- ROi fl 1 _a rSR 9 BE fiiST , . 'O BE 2 fibO /e&. TO AC.O M 3ATE THE ROOrA_ OF C. FOUR (4) NTAK_ LJL " '4A� > ZE. '0 FIT tQ' -2' NICE Rv 6' -E _' ! ROt G1 PPE! AND ''NC L 2, ' NTAME _Ot,VERS S^i& 9E S.!33 ' O r t 0' AIDE B" o - 6" HIGH ROLJG i OPENING Rake CIPENNGS SHALL BE - LEAST 6 ABOtF_ ADJACENT ROOFS D. ONE (1) Ex A„ S .OL VER SHALT. f 9ZEG TO F' 9' - 0' ODE BY 9' -8' HIGH ROUGH OPENING LOUR SHA` BE *iS'AL TO BE REINCrA-a.,'._ TO ACCOMMODATE THE REMOVAL OF THE LOAD BANK E. TWO (2) 'NTAY: LOUVERS SHA__ BE SIZE') '0 EIT 5' - WOE BY 4' - HIGH ROUGH OPENING. ROUGh OPENINGS SHALL BE AT • :AST 6' ABOVE AD ROOF. F. EXHA , OLVER OPENINGS SHAL. BE CAST NA rr+ A 5' HIGH CONC CURB. G. 5 EACH -- 1500 KW GENERATORS SHALL BE CA ERP;LLAR MODE! 35128, 27' ; '48O VOLT, 3 PHASE. 60 -!Z, DL ERATOR ;_ PTIN EOui SHAD_ ' NCLJDE SPECIa.L MOUNTS IESEGEN FOR YTBR: ^'JIM O SC1 AOAL ANC EARTHQUAKE RESTRAINT. AND 1'0C GALLON SECONDARY CONTAINMENT GENERATOR BASE TANK. CENJRATOC, BASE TANK, AND ALL S CONTROLS, AND ASSOCIATED EQL''PVE'N' SHALL BE PROVIDED AS A „N:7 T T V MOUNTED IPfA ' T T vc. MOU _� ONE N .-. BE QU E :+J P TO B Su P EX} - -.,5� S FV SHALL BE INSTALLED BY MECHANICAL IN ACCORDANCE WT REQ'_:REMENTS OF ACOUSTICAL ENGINEER'S REPORT, DATED MAY 26, LOGO. H. PROVIDE ACOUSTIC SOUND ATTENUATORS kit; 'RANSFFO'1 ATT'NUATORS AT INTAKE AND EXHAUST LOUVERS IN ACCORDANCE W1 THr ACOUSTICAL ENGINEER'S REPORT, DATED VA • 2E 5000 - DIVISION 12 FURNISHINGS NOT REQUIRED DIVISION 13 NOT REQUIRED SPECIAL CONSTRUCTION DIVISION 14 CONVEYING S S TEMS NOT REQUIRED DIVISION MECHAN A. THE MECHANICAL 15 SYSTEMS SHALL CjMPL'' WITH ALL APPLICABLE CODES. B. THE CONTRACTOF SHALL VERIFY SEES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH ME :HANICAL DRAWINGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING ,Y T- THE WORK. C. REFER TC MECHANICAL ENGINEER'S DRAWINGS FO MECHANICAL NOTES. D. SPACE IS TO BE CONSIDERED JN- HEATED, FREEZE PROTECTED ONLY. TIRE YS SPRINKLER STEM SHALL BE A DRY PIPE SYSTEM. SPRINKLER ALARM VAULT SHALL BE FREEZE PROTECTED IN A HEATED SPACE OR HEAT TRACED IN A MANNER APPROVED BY THE AUTHORITY HAVING JURISDICTION. E. TEN (10) SUPPLY FANS 'nA.LL BE PROVIDED PER MECHANICAL DRAWINGS F. TWO (2) ELECTRIC UNIT HEATERS; BRASCH MODEL BTIJH - - 4803; " 480/3 PHASE, 1 MOTOR; 277 V. SINGLE PHASE; 715 OEM ; PROVIDE WITH INT_G TK -2 -FM THERMOSTAT, AND WB -3 WALL MOUNT ASSEMBL` KIT. DIVISION 16 ELECTRICAL A. REFER - 0 ELECTRICAL ENGINEER'S DRAWINGS ROR ELECTRICAL AND OOMMLNICA - IONS NOTES. CONSULTANTS REVISIONS &BEY ARCHITECTURE i5G JE RE- Sc1Bi" 177A_ 6/9;00 05:22/00 TISSUE DATE IBNULvd For Permit 415/00 All drawings and written material appearing herein constitute the original end unpublished work of the Sabe' Corporation and the some may not be duplicated, used or disclosee w the written concert of the Sobel 'orpLI'T r- • ExoDus 'Intergate DRAWING TITLE: SPEC 'P C4 ;r5 ' )RAWING NUMBER: &ENEC4L JNFOR'"' -:T,CN PROGRESS DATE: 1245/99 FILE: IntorgateBidA .i/Exodue ;nwgt, r? C.dwg PLOT: PROJECT NUMBER: 99 - 'e DRAWN BY: bOIC'sdr CHECKED BY: Jw, APPROVED BY: RECEIVED CITY OFTUKWILA PERMIT CENTER / -`" SECTION TO LZO.4 ;Z. 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NEW IMPERVIOUS AREA SITE 7%.44N 20 Iv 35 50 ZOO Net 1 2 FLI1D‘E I- DL I E LT DrND CK'N : r \ 75 EXISTING GENERATOR BUILDING S OBEY ARCHITECTURE 533 CONSULTANTS REGISTERED ARCHITECT I JOHN W. LANG salt or INSHINGTON 2 13[D 165LIE RE-sa5Nr TT.4i. 05/22. REVISIONS ISSUE DATE Issued For Permit 4/5/00 M drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the some may not be duplicated, used or disc!osed without the written conceit of the Sobey Corporation DRAWING TITLE: PROGRESS DATE. 03/01/0E F111: APPROVED BY: DRAWING NUMBER: EXODUS ifittiiilaigICV Intergate DRAWN BY: bob CHECK ED BY: 8 db Gerierat 7r 4P1p1ex Building PLOT: PROJECT NUMBER: 99 - 70 PERM IT CENTEF €i 14COLi5' I C it■ISU'6.0117 PLAN SCALE: Vtb 2 1 ' -m 24' 0 4$ naOC &VC ABSCIlet6 PANELS 014 G$EPtATOR 1100 SAWS PER SPEC _ Q SECTION IDAA 4' T; (FLBWM LIB 14 DRAKE PLOW PER SPEC. 5ECt1CN 1048. 68' -0' 24 - 0' D5. D5. ROO: FDL.,LN SCALE: I/j ': I' -m 20' -0' LOPE " M2W0 -i4e 14`-0' r • G I SHOP AREA 4/- 560 SF 8'-8' OPENING WILDING LAYOUT POM1t TRANSITION BAFFLE TRANSITION BAFFLE a B a 0 12' CA6T -IN -PLACE CONCRETE ULALL CPC. WO0UEBKEEPt4G PAD x5' -0 x4'b11Qi1. 96' x36' ACCEE6 DOOR N CELNG TO WAKE PLDiM MO A FOR FAN ACCES6. CONC. WOCUIEKIWING PAD 0-0 x 5' -i' x 4' HIGH. ONE PER GENERATOR SET. OPENING wan FANG ADOVE , 4 PU34 I EEPARATICN SEE SECTION a DETAIL Yr' CAST -IN -PLACE CONGIETE WALL OPENING OPENING OPENING W:1 SCALE 3/16" =1' -0" 0 2 4 e 12 CONC. WOUND:a:PING 711/ PAD- 3' x4'HIGH 4 S /e' L DPLts 2 ELECTRICAL ROOM X103 CONG woutpoEEPNG PAD, "-O' x 8' -0' x4' HICsH� r LC -2 14'_0' r 20 3'-0' 0 BUILDING LAYOUT POINT S BEY CONSULT ARCHITECTURE 2 S'D ISSUE RE -SUSh TIT:PAL REVISIONS ISSUE DATE 186LJed For Permit 4/5/00 All drawings and written material appearing herein constitute the onginal and unpublished work of the Sooey Corporation and the some may not be duplicated, used or disclosed without the written content of the Satev Corporctic- DRAWING TITLE: PROGRESS DATE: FILE: PLOT: PROJECT NUMBER. 99- 70- 05.a DRAWN BY: nob CHECKED BY: SOb APPROVED BY: DRAWING NUMBER: N RE(STER£D ARCHITECT SOHN suT W. LANG E or VINSHINCTON • ..,„ Exodus .* -. 'ntergat, a 03.0 6./9;'00 05/22.'00 Genet-8 toy >4nnex `...3' u, la RECENED CITY OF TUKWILA PrnkAr*..? -! w\4-44_4 • I 4 e-, - lit 444 $4-77s t",/411%.!1/4"71.- t"; • PETAL FLA1314,6 PAINT PT-3. TYPICAL- COLLECTOR RAN LEic TYPICAL O.H. COILING DOOR PT-) -C • PETAL FLAMM PAINT PT-3. TYPICAL- PT-5 - PT-3 7 1 Pr-) PT-2 ONERATOR EANALIOT • (TYpICAL) ": • PT-3 it- PT s =PT-3 •••':. • M 7,00D TOP cv reiliONe PARAPET A Mae. • 16P-4' y P • • • .Pt-1 . , 4 PT-) E5L,H1..11\la Ei..Ev4Erstot\is V A, $376.=1 2 4 8 12 20 it Cl Elev. • ES'4P LORIN 11201. 46. Elev. • 111 y COLLECTOR RAIN LEADER PAINT PT-3. S t*BEY ARCHITECTURE CONSULTANTS REVISIONS DRAWING TITLE: FILE: PLOT: DRAWN BY: bob CHECKED BY: Sdb APPROVED BY: ,NAWING NUMBER: REGISTERED 1 ARCHITECT I STATE OF IIIIS•CTON JOHN W. LANG 2 SID 155LIE RE-6LiSt 05/22/00 ISSUE DATE issued For Permit 4/5/00 All drawings and written material appearing ierein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated. used or disclosed without the written concept of the Sabey Corporation • .,,..:, EXODUS "intervte PROGRESS DATE: 03/0 Generator "Amex Bui la (mg PROJECT NUMBER 99- 42.0 -- ReeefV/115 - CITY OF TUKVVILA •1 'Intl PERMIT CENTFH 1.V b O C) O ca O (/) m 0 m •I.I•I.) 'I•. ! I•I•I•I•I..Z•I•i•I•I..jj.T� .IiZ• -• ., : °I ` -70144e V %itc4e#'4 t #l#- te' r (d' PL T PSYAL CAP ECT1O tHROUai-i ELECTRICAL ROOM LOOKING SOUTH .:. , kkk;* WOKING AV TQ OF PENT' CUTE PARAPET A, Ebv. • 11.1'4.' `T' Loa OF OtilLDNS ti LOiet MCP Eire. • ee-o' 24' -0' 4, * • *.'44 115 4 t` --- .4.ke : - • `. ,'w. "�4 . .��` - /�'. ..•: .. `t` / 1.`r" , r r Y � �"[ �4. ECTION THROUGH GENERATOR 6 SECTION THROUGH GENERATOR BUILD NCB LOgCING BOUTN 24' -ra' �►� �� 4 .te r+' �� $ 371 1 6"=r-0" t. ' 0 2 4 20'-0' 8 12 u - , 20 411A BUILDING: ECTIONe fri Woo file o CP LOVER ROOF Elev. • ISI'dr' co ACOUSTICAL PANELS, TrP GLAD ON NUDE !I.,w. • 1.31' -o' S BEY 0oN5.1LTAINTS ARCHITECTURE s \ 533 1 REGISTERED ARCHITECT JOHN W. LANG sumOION 2 B JE b ey/ - 9/00 R E - ✓UBI ` TT4L 0 22.00 REVISIONS ISSUE DATE IbM+ed For Permit 4/5/00 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used cr disclosed without the written concept of the Sabey Corporation DRAWING TITLE: DRAWING NUMBER: • EXODUS 'Interga„te A3.0 Gereru':or - 1,r^rex PROGRESS DATE 03/0Ti00 FILE. PLOT: PROJECT NUMBER: 99- ~0 -05.0 DRAWN BY: boG CHECKED BY: &db APPROVED BY: RECEIVED CITY OF TUKwR) PERMIT CENTER O i Li N G N 2 O p < i n Z t,, 0 . 2 ul 2p- Z p 2 x <> 3 Sroe' 34' ' I- l.ATHR CF 54' lid OlN EACH SIDE I NR STRJC1. MOVE - NOTE : TAPE 1 PANT T} Comments 1. PIiDVDE 4' 50110 BATT INS LATICH FOR WIC RAYS OF STC. 4S SEAL BOTH SOBS, TOP AND BOTTOM, TYPICAL INDERSIDE CF 4' 24' ' EXTERIOR KR STRICT. AeOvE ' 20 St' EIWA 00132 l ib' !DM :;: ; -- SE NOTE 1 GYP 64€A114 ! Ilbs GM, TAPE 4 PANT `* t • j Comments 1 P'FisOVDE 4' saw BATT INS LATICN FOR 5011C RATING OF STC • 43 SEAL BOTH SDES TOP AM BOTTOM, TYPk;4_ ` 3 3/S' 24' ; 2- LAYERS CF 3/S' NR STRICT. ABOvE. J 20 GIB ON EACH SOE -'= NOTE 1 TAPE a PANT I :) COMPEN5A Comments 1. PROVIDE 4' SOUND BATT N3ULAT!ON FOR SONG RATMCs OF STC • 50 SEAL BOTH SIDES, TOP AND BOTTOM, TYPICAL O 0 t) 0 (0 0 Finish Schedule ROOM FlOOR NO. _ N _ _ _ FLOOR JAY— x 10' + GLNtR/4 CRS CONC SEs x102 S.L ".On► !SEJ.ER .;444C --,, 'D34, CaNC _SEALER 7)441'. Cala`r0!ci Door & OpeninS Schedule 101.1 102.1 .,L.L 102.3 103. Hardware Schedule 2 3 4 5 5 • • MA . N • • Door /Hardware Notes I. ALL EXIT DOORS ARE TO BE OPS4ABLE FROM 114E MOE WITHOUT T}E USE OF A KEY OR SPECIAL 0:NCXLEDGE 8.EC1RONIC wows SHALL DEFAULT TO 1NLOCKED M ALAId1 SIT LATION OR POKER FAILURE. 2. MAXIM/31 EFFORT REMISED TO OPEN ,ANT DOOR SHALL NOT EXCEED A FIFTEEN POMD PRESSURE DOORS ON AN ACCE66IBIF ROUTE OF TRAVEL SHALL NOT EXCEED A FIVE POUND OPENING PRESSURE ;-+OL_OW' rL. MAT — FINISH �SS� IAA I L - FINISH NA HEIGHT � ?T-1 Yom _ 1Q7_4 2' 0' - F. " . 'O( X NC. `SAC J. MOTOR' ZED 01.4 COILING DOOR CD DOOR TYPES SCALE: '/ : V-0' • MODIFY '0R CARD READER ACCESS • MODIFY FOR CONTROLLED ACCESS DOUBLE KEYED DEAD BOLT LOCK IN BASE RAIL was & CEDING TO CEJ (ACOtJST!C* PA,'•FL.S._ SEE SPEC_ 11;A1_S & ,NG TO RECENE ACC ./sr,c ._ PANELS. SEE SKI WMARK$ DOOR 2' IUIDTH 2' i 2 j FRAME TYPES SCALE: '/4„ , I' -0" Partition Schedule M1-000 p i/8 S : ARCHITECTU RE CONSULTANTS 2 SoD ISSUE 6/9/0e i RE-5UB -5L157 174i.. 05/22/00 REVISIONS ISSUE DATE issued For Permit 4/5/00 All drawings and writter material appearing he•ein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concert of the Sabev Ccrocrctrc DRAWING TITLE: PLOT: DRAWING NUMBER: • EXODUS 'rntergat e PROGRESS DATE: f2 /8/99 FILE: BId9.+/Exodus - -05 � wge 45 -0 PROJECT NUMBER: _ 99 - /0 DRAWN BY: sdb, dd CHECKED BY: JL APPROVED BY: 'chec1, es t ! CENED CITY OF TUKWILA PERMIT CENTER 0 0 co 0 tn CO 0 Co 11 21 24 Ca& HE CONNG PANT P*-3, TYP BLOOKNG A8 RIEGIAIR RIX:FII.G PER SPEC 4' FIBER GANT II.ELD STUDS TO STRUCTURE CONCRETE RCXF STRICTURE It EFS OVER Ibb• GYP. SI-EATI4FG ON 6' 20 GA r•El' STUDS, rfP. M41NT PO4R4Pri C'En411. SCA lie: lit's!' -ier 1 Y EFS OVER I lb l EXT GYP. SWEATT-fit ON 6' 20 GA MET nos, - rm. METAL ROLL-UP GRILLE HEADER PER STRUCTURAL ROI.L. L4F' DOOR i-141; Scab:: itt'.1 METAL ROLL-UP GRILLE PAINT PT-3, Typ. STEEL ANGLE PER 31A5.1 PAINT TO MATCH EFS FINISH A Rn.4. DOOR SILL. COMPRESSIBLE FILLER SEALER CONCRETE SIDEWALK, v3 BELOW FIN. FLR, SLOPE TOWARD CURS NEW DRAIN PIPE PER CIVIL COMPACTED FILL EXISTING ASPHALT DITCH PATCI-I ASPHALT AS REQUIRED IA f • " ' / • -, • •. . „ 61M404.</CURI5 E7 &al* 1'.1 1 4' CHAMFER x DRIP SLOPE SILL 1' = = A 12 ‘x. x AT EIFS LL II,' EFS OvER EXT. GYP. SHEATI411.6 ON 6' 20 GA. PVT STUDS, TYP. I1/41 CHATIPER 20 GA. MET DRIP CAP SEALANT 6011-1 SIDES, TYP. 14P1. FRAME, PER SPECS. PAINT PT-3, TYP. 4411. DOOR, PER SPECS. PAINT PI-3, TYP. METAL TWESNOLD, PER SPECS. 4 20 GA. MT DRIP CAP SEALANT SON SIDES, TYP. 1411. FRAME, PER SPECS. PAINT PT-3, TYP. 14M. DOOR PER SPECS. — PAINT PT-3, TYP. METAL TI-ORESNOLD, PER SPECS. SEE SIIRUCTURAL DETAIL 1/64 &aim ■4.44.F SIZE Scale 14 Scala lIt 'sr - O' SLOPE SILL It' CONCRETE WALL SLOPE SILL 1 . 1 2' r7 I E vEA DOOR e FR4/%/E WALL. e 4 AT CONCRET WALL • --4-- • P . • 13 ;;TvE•4'. OPENINGS .13 No Scale BLOCKING AS RECLIWED 24 GA MT. COPING PAINT PT-3, TYP 'ROOFING OVER TAPERED INSULATION, SEE SPEC SLOPE TO DRAIN. 4' FIBER CANT CONCRETE ROOF STRUCTURE C.IP. CONCRETE WALL PARAPET' E7411.. Scale: Ittlir -0' CONCRETE WALL 20 GA. MET DRIP CAP ACOUSTICAL SEALANT BOTH SIDES, TYP. LOUVER UME, PER SPECS. PAINT PT-3, TYP. METAL LOUVER*, PER SPECS. PAINT PT-3, TYP. Scala 14'.P METAL LOUVERS, PER SPECS. ' PAINT PT TYP. LOUVER FRAM, PER SPECS. PAINT PT-3, TYP. ACOUSTICAL SEALANT ISOTH SIDES, TYP SLOPE k2' TO DRAIN 6' HIGH CONCRETE SILL CONC. SIDEWALK Sca la: '. 1 4 -0' 2 1/2' 2 1/2' PEAAL... PRESSMIE TIREAmp DOOR FRAME OR LOUVER FRAME o 4 LOUVER 6ILL r; E 6, • v 24 PROOFING OVER TAPERED NOLLATION, SEE SPEC SLOPE '40/FT. MK TO DRAM ROOF CURB RCP' IFIRESSURE TREATED 4 X6 24 GA. MET COPING PANT PT-3, TTP 11 1' EFS OvER EXT GYP SWEATwik* ON 6' 20 GA. rIET STUDS, TYP. SEE STRLCTURAL DRAWINGS 20 GA ME DRIP CAP ACCAISTICAL SEALANT e0Te4 SIDES, o'. .LouvER FRAmE, PER SPECS. PAI■IT PT-3, TYP. ROO; EE EAJ 4 • Scala METAL LOUVERS, PER SPECS. PANT PT-3, TYP. LOUVER FRAM, PER SPECS. PAINT PT-3, TYP. ACOUSTICAL SEALANT BOTI-I SIDES, TYP. PRESSURE TREATED 6X8 SILL 20 GA. MET FLASHING LOUVER L7E7411., &ale t. V V 7 gi4tv 0E7411. l'.1 7, k2 V 4 1 1 f> 1 SEALANT FL.46.4iNa c'Er411. „ 4' FIBER CANT • 3 4' FR TREATED PLYWOOD DECKING. 6' METAL STUD FRAMING WITH V TYPE 'X ME BOTH SIDES I ACOUSTICAL BA•T INSULATION. EXi4AUST FAN PER MECHANICAL 24 GA METAL. BASE FLAN SET INTO SAWCUT KERF. PAINT PT-3, TYP. ROCFII.* OvER TAPEREC INSULATION, SEE SPEC. SLOPE TO DRAIN. 25 V - A 14 GA. MET COPS PANT PT-3, I CCNC. tUALL, SE emaucr. 3 ROCX EE DE7411. 5641I lit *.r-der AliU SCUPPER ,7Er4ii. No Scala 7 7, • .V ACOUSTICAL SEALANT ALL AROUND, BOTH SIDES, TYP. STEEL TUBE FAN SUPPORT PER DETAIL IR133. • t> ' Su,• 4 ROOF CURB MRCP wRiEsSUIRE TREATED 4ask COLLECTOR AND RAIN LEADER AT SCUF'P'ER. PER DETAIL 25:45.0. PANT PT-3. TYP. ROOF FRAMING, SEE STRUCTi V v i> p. •• p BLOCKING AS REQUIRED 24 GA. MET. CAP FLASHING PANT PT-3, TYP. CONC. WALL, SEE STIguct S Y ARCHITECTURE cOSSu_TANTS DRAWING TITLE: DRAWING NUMBER, JOHN W. L ANG Spar OF a0S,01670114 REGISTRED ARCHITECT 2 15.10 155LJE -SjEr177,4i_ 05'22/00 REWACINS *WE DATE All drawings and written naterla appearing hsrelr commute the original and unpublished work or the Saloe44 Corpo^atior and the same may not we duplicated, ,,sed or cilsciosed without the written concept or Chet Sabey Coroor,t•o EXODUS 0 intergatima Generator . f34., 'Jiro PROGRESS DATE e '3 19LE: PLOT: PROJECT Nutmeat 99- "Z-05.0' DRAIN BY: boo C44ECxED BY: sdb APPROVED Irn RECEIVED CITY OF TUKMA PERMIT CENTER 0 scr) 0 co 0 s var-ar SCA let 01 ROL,4 LIP C,OOR r;STAIL. Scale: lit f.-0' SCJI• : 14 CONC. WALL, SEE STRUCT. 4 11 • GWB, TAFE t PAINT — METAL ROLL-UP DOOR SEE SPECIFICATION PAINT PT-3, TYP. BLOCKING AS REQUIRED 4 STEEL ANGLE 4'-0• L, GALV. W/ SOLID BLY.G. BEMIND, ATTACH 8 - •I8 W U. SCREWS PRIME I PAINT PT-. CI-LAIIFER EJF.S. ABOVE 3 /4 • Ai E.Z. OVER el's' EXT. GYP. SWEATI-IING ON 6' 20 GA MET. STUDS, TYP. ACOUSTICAL SEALANT Typ. BOTH SIDES AccuricAL SEALANT ?YID. DoTH SIDES HOL.CALI METAL DOOR JAMB FER SCHEDULE PAINT PT-3, TYP_ DR. .)41"13 s CONIC W4 ..:.. Scale 14 'sr-Ce 22 J4,1*136 14 ACOUSTIC BAFFLE CONC. WALL. SEE STRICT. 4 ACOUSTICAL SEALANT .. BOTH SIDES METAL LOUVER ASSEMBLY PER SPECIFICATION PAINT PT-3, TYP. CONC WALL. SEE STIIIILCir BLOCKING AS REQUIRED WOLLOIll METAL DOOR JAMB PER SCHEDULE PAINT IFT-3, TYP. •••••••,11••• Scale 'NW 23 1,00R / LOUVER JAM56 Scala ACOUSTICAL SEALANT TYP. 130TI4 SIDES ACOUSTICAL WALL PER SO-IEDULE, TYPICAL Th fl CONC. WALL, SEE STNUCT. ACOUSTICAL WALL PER SCHEDULE, TYPICAL I— OCNC. WALL, SEE STRICT. 4 32 1 ----RC-2--L---00Ri g ro 33 EXI. r;IR. 6 M#4E WALL L &a* tivar-e. 111'.1CO Scale 14 4 Scale !'s1'-eo 6' Scale: Ili 1 .1'-fr Scale 111 PETAL LOUvER ASSEMBLY PER SPECIFIC.ATICN PANT PT-3, TYP. 14' EJF.S. OvER O. ON 6' MT. STUDS, TYP ACOUSTICAL SEALANT TYP. BOTM SIDES EX. 24 J41 6 CONC. W411..h. 34 Scale accusricAt. SEALANT 7 •■•■■•■•••••••■ TYP. Boni aces COPC. UAL.- SEE STRCT. Scakt Itt'sr-er ( 14 E.J.FS. OvEtt 0,315. at 6' T. STIDS fl-P. CONC. WALL, SEE STRUCT. CCNC. JJALL, SEE STRUCT. ACOUSTICAL SEALANT 'TYP. BOTH SIDES Ex.r. me41%1E METAL LOUVER ASSEMBLY PER SPECFICATICN PAINT PT-3, TYP. ACOUSTICAL SEALANT TYP. BOTH SIDES LOUVER 4* LAJ4 4.L. scaly 14 Scat* lit 'RP-0' 4 S ELB ARCHITECTURE =Nam TANT5 R€C4STERED ARCHITECT JOHN W. LANG I SUM OF vesescrom 2 Bo /551jE RE-5125MITT4L 05,22 REvISIONS ISSUE DATE All drawings and written material appearin g. renew, constit.te orloInal and unpublished wait of the Sthey Corpo•at,n, and th; same may not be duplicated, used or disc oseo without the written content the Sat orno•ptic, DRAWING NIJMBER: e r, EXODUS ItietWtreZtitittesto intergmtga DRAWING TITLE: Gererator PROGRESS DATE 0 73/00 RILE: PLOT: •maiecr Numeept ee - DRAM BY: boc CHECKED BY: sdc APPROvED BY: RECEIVED CITY OF TUKWILA J I I u PERMIT CENTEP EMBEDMENT & SPLICE LENGTH SCHEDULE S9O4 SPLICES l g !� N$ g D T=EA4 L (H) BARS B BARS B 1 2000 moo 4000 5000 1 B T B T B' 8 i .3 15 12 ftst 3 17 16 14 t2 12 12 12 12 4 18 '2 II 4 23 t8 19 15 1 6 13 15 12 5 17 13 1111 5 28 22 23 18 20 16 18 14 6 30 23 - - 6 56 43 46 35 40 3i 36 27 7 35 26 URI 7 77 59 83 48 54 42 50 39 8 4 0 + MwN 38 � 111 • U 8 101 77 62 63 71 54 04 49 9 4 5 9 128 98 104 80 90 89 81 62 i 10 51 - r . to 1862 124 132 101 115 88 103 78 11 56 42 11 199 152 163 114 141 108 126 96 W s rn 1 ill coot I $ 2000 3000 4000 5000 T B T 8 T 8 T 8 3 10 8 7 7 3 13 12 13 12 13 12 13 12 4 13 11 10 9 , .00^ 18 12 15 12 13 12 12 12 5 17 14 12 11 '3 17 18 15 16 12 14 12 6 20 17 15 13 43 33 35 27 31 24 27 21 7 23 20 17 15 59 4c 48 37 41 32 40 29 8 27 22 19 17 8 77 59 83 48 55 42 49 38 9 31 25 22 19 9 98 75 80 61 69 53 62 48 10 34 28 24 21 10 124 95 101 78 88 60 79 60 11 37 31 26 24 ti 152 117 124 96 ` 1h6 83 96 74 GENERAL NOTES 020E: UM FM/M MOW C OE (U 9C) - 199' EDI1U. vE LOADS ROOF .__ _._..50 PSF Flaws ECUS:WIEN T AREAS. .., _ PSF BASIC MINE SPEED SERIF .- __..._..ZONE 3 STRUCTURAL SYSTEM 1997 UBC 911iDNC FRAME SYSTEM. SHEAR ocku_ + MOMENT FRAME ZONE.. .... -... SD SOIL TYPE SPECIAL CONDITIONS 80 MPH, EXPOSURE C GENERAL CONDIT!ONS 1. ThE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL morn' THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND 9TE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT/ENG/NEER SHALL IMMEDIA BE NOTIFIED IN WRITING OF ANY DISCREPANCIES 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE 'GENERAL NOTES' AND /)R 'STANDARD DETAILS'. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE S TRUCTURE. 8 THE CONTRACTOR SHALL SUI•EP.VISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. AS A PART OF HIS RESPONSIBILITY, THE GENERAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO DESIGN AND SUPERVISE ANY SCAFFOLDING FOR HIS WORKMEN AND SHORING OF FORMS AND ELEMENTS OF CONSTRUCTION AFFECTED BY HIS WORK. 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE UNIFORM BUIUNG CODE, 1997, AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND /OR SPECIFCATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 12. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. 14. ALL CONSTRUCTION SHALL BE DONE PATH MATERIALS, METHODS, AND WORK- MANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 1997 EDITION OF THE 'UNIFORM BUILDING CODE' (UBC), AND STANDARDS REFERENCED THEREIN. 15. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. 1. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NCTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. FOUNDA TION 1. STRUCTURAL DESIGN COMPLIES MATH SOILS REPORT BY EARTH CONSUL TAN TS NC., JOB 18499 - DATED MAY 2, 2000 FOOTING BEARING PRESSURE: .3,000 PSF 5000 PSF ON COMPETENT NATIVE SOIL, OVER LEAN CONCRETE FILL AS DIRECTED BY SOILS ENGINEER. LATERAL EARTH PRESSURE ON RETAINING WALLS ACTIVE: 50 PCF FOR YEILDING WALLS. PASSIVE: 300 PCF, EXCLUDING THE UPPER ONE FOOT OF SOIL UNLESS CONFINED BY THE SLAB -ON -GRADE COEFFICIENT OF BASE FRICTION: 0.35 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RE'_EVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT. .3. THE GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING FOUNDATION SOILS EXCAVATION, BACKFILL, GRADING, COMPACTION AND SUBGRADE PREPARATIONS. THE GEOTECHNICAL ENGINEER SHALL INSPECT, PROVIDE TEST REPORTS, AND PROVIDE A LETTER OF ACCEPTANCE TO THE BUILDING DEPARTMENT AND THE ENGINEER STATING THAT ALL FOUNDATION SOILS PREPARATION, EXCAVATION, BACKFILL, COMPACTION AND SUBCRAJE PREPARATION IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS REPORT PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. CONCRETE REFE'RENC£ STANDARDS AD -301. AC -31& LBC. wMLAI CON DIE TE ST1iEI11CTW (2$ DAYS) FOOTINGS --_4000 P9 wLS.____ 4,000 P9 SUB ON GRACE 4,000 P9 EXTERIOR FLAX _ _ 4 P9 MR-ENTRAMENT 101 13 5.02 FOR EXPOSED CONCRETE 2 WX dG: COMPL WITH AC -301. DO NOT EXCEED THE AMOUNT JF WATER SPECI D N '1f APPROVED MIX PROPORTIONS Cr AGGREGATE TO CEMENT SHALL BE SUCH AS TO PF.rak,1 A DENSE *:MAKABLE MIX WHICH CAN BE PLACED MiTHOUT SEGREGATION OR EXCESS FREE SURFACE WA TER .3. PLACING COWRY W Tr1 A0-301. PROVDE A 3/4 MID•t CHAMFER ALL EXPOSED COP CRETE was. UNLESS INDICATED ODERMSE ON ARCHITECTURAL DRAWINGS. 4. SLUMP 4' PLUS OR MINUS ONE NCH. DO NOT ADD WATER TO MIX TO INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR HIGIH EARLY STRENGTH MAY BE ACHIEVED BY USINC APPROVED ADMIX 5. CURING: COMPLY PITH AO -301. KEEP CONCRETE? FOR SEVEN DAYS MINMMUAM. 6. JOINTING: PROVIDE ADEQUATE JOINTING TO WAIVE EFFECTS OF VOLUME CHSANGE. JOINTS SHOO MAY BE ADJUSTED AT CONTRACTOR'S OPTION, WITH PRIOR APPROVAL FROM ENGINEER. 7. MEANER EXTREMES: COMPLY WITH ACI 3058 FOR HOT WEATHER COMPLY W TH AO 306R FOR COLD WEATHER. CONCRETE INSERTS CONCRETE INSERTS SHALL BE MANUFACTURED BY HILTI OR APPROVED EQUAL. SUBMIT ICBO REPORTS ON ALL FASTENERS. GROU T GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE NON - METALLIC, NON SHRINK GROUT HAVING A CONPRESS9VE STRENGTH OF NOT LESS THAN 5000 P9. SUBMITICBO REPORTS FOR APPROVAL. REINFORCING STEEL 1. REFERENCE STANDARDS: AC 'DETAILING MANUAL' (SP -66); CRY MANUAL OF STANDARD PRACTICE (MSP -1) 2. MATERIALS: REINFORCING STEEL: ASTM A615, GRADE 60 REINFORCING FIBERS POLYPROPYLENE FIBROUS REINFORCEMENT 3. SPLICES AND LAP: LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. 4. COVER: CAST AGAINST EARTH FOOTINGS .3 INCHES SLABS 2 INCHES WALLS. 3 INCHES CAST AGAINST FORMED SURFACES: WEATHER FACE ...1 -1/2 INCHES, 15 BARS AND SMALLER 2 INCHES, ID BARS AND LARGER INTERIOR FACE 3/4 INCH FOR SLABS AND WALLS 1 -1/2 INCHES FOR BEAMS AND COLUMNS HOLLOW CORE CONCRETE PLANKS 1. CONCRETE PLANKS SHALL BE DESIGNED AND MANUFACTURED BY CONCRETE TECHNOLOGY CORPORATION, OR ENGINEER APPROVED EQUIVALENT. CALCULATIONS SHALL BE STALED BY A WASHINGTON LICENSED CIVIL OR STRUCTURAL ENGINEER. PLANKS SHALL BE DESIGNED TO SUPPORT 50 PSF LIVE LOAD AND 25 PSF ADDED DEAD LOAD. PLANK CONCRETE SHALL BE LOW SLUMP 8000 PSI 28 DAY MIX AND STRANDS SHALL BE 270 KSI 1/2' DIAMETER LOW RELAXATION STEEL. JOBSI TE SAFETY: THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. SOLDIER PILE RETAINING WALLS DESIGN CRI TERM: SEOTNG DE9RI BASED t!P'ON DE9ON PARAMETERS PROVIDED BY EARTH CONSU TANTS INC., REPORT, FILE NO. E-8499-1 DATED MAY 2, 2000 K 9TE 9Z C0/0 mks SHALL 8E WRFC) BY GEOTECINICAL ENGKER, CONS TRUC TION MA TERIALS: STRUCTURAL CONCRETE LEAN CONCRETE STRUCTURAL STEEL PAINT EXPOSED PORTION OF PILE WITH RUST maiS TNG PRIMMER. TIMBER LAGGING SHALL BE PRESSURE TREATED MYTH WATER BORME PRESERVATIVES IN ACCORDANCE MATH AMPS LP -22 TO A MINIMUM RETENTION OF 0.4 PCF. N+E LONG: WELDING SHALL CONFORM 0 AWS D1 -1 'STRUCTURAL MELDING CODE.' MELDING ELEVTROOES SHAL _ BE E70XX. ALL WELDING SHALL BE PERFORMED BY WABO AND OS CERTIFIED %ELDERS. U TILl TIES: CONTRACTOR SHALL BE REE FOR COORDINATION OF THE EXCAVATION AND SHORING MI' ALL UTILITIES. SHORING MONI TORING: MONITORING OF THE SHORING SYSTEM, CONDUCTED BY THE GENERAL CONTRACTOR, SHOULD INCLUDE MEASUREMENTS OF VERTICAL AND HORIZONTAL MOVEMENTS AT THE TOP OF EACH SOLDIER PILE OR AT INTERMITTENT INTERVALS AS CONSIDERED APPROPRIATE BY THE GEOTECHNICAL ENGINEER. MONITORING OF ADJACENT STRUCTURES FOR VERTICAL AND HORIZONTAL SETTLEMENT SHALL ALSO BE INCLUDED. THE MEASURING SYSTEM USED FOR SHORING MONITORING SHOULD HAVE AN ACCURACY OF AT LEAST 0.05 INCHES. ALL REFERENCE POINTS ON THE EXISTING GROUND SURFACE SHOULD BE INSTALLED AND READ PRIOR TO COMMENCING THE EXCAVATION. SUBSEQUENT POINTS AT DEPTH ALONG THE SHORING WALL SHOULD BE INSTALLED AND READ AS SOON AS POSSIBLE DURING EXCAVATION. ALL REFERENCE POINTS SHOULD BE READ PRIOR TO AND DURING CRITICAL STAGES OF CONSTRUCTION. THE FREQUENCY OF READINGS WILL DEPEND ON THE RESULTS OF PREVIOUS READINGS AND THE RATE OF CONSTRUCTION. AS A MINIMUM, READINGS SHOULD BE TAKEN ABOUT ONCE A WEEK THROUGHOUT CONSTRUCTION UNTIL THE SHORING WALLS ARE COMPLETED. MORE FREQUENT READINGS MAY BE REQUIRED AT CRITICAL TIMES DURING CONSTRUCTION OR IF SIGNIFICANT MOVEMENT IS INDICATED. ALL READINGS SHOULD BE REVIEWED BY THE GEOTECHNICAL ENGINEER. IF HORIZONTAL MOVEMENTS IN SOLDIER PILES EXCEEDS 1/2', IMMEDIATELY STOP CONSTRUCTION, BRACE PILE AND CONTACT GEOTECHNICAL AND STRUCTURAL ENGINEER OF RECORD. SHOP DRAWINGS SUBMIT 1 SET OF PRINTS AND 1 SET OF REPRODUOBLES FOR REVIEW PRIOR Tr FABRICATION FOR THE FOLLOWING: 1. CONCRETE REINFORCEMENT STEEL. 2. MISCELLANEOUS STEEL FABRICATION DRAWINGS, 3. PRECAST CONCRETE SUBMI TTALS INSPECTIONS SPECIAL INSPECTIONS rc = 4000 P9 (6 SACK MIX) (1 1,'2 SACK MIX) ASTM A572 GR B fr = 50 k ) SUBMIT .3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR: A) CONCRETE DESIGN MIX B) CONCRETE INSERTS C) EPDXY ADHESIVES D GROUT REFERENCE STANDARDS: UBC 108. INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED BY THE BUILDING OFFICIAL. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. WELDING: PROVIDE INSPECTION IN ACCORDANCE WITH UBC 108. SPECIAL INSPECTION BY WABO CERTIFIED INSPECTORS IS REQUIRED IN ACCORDANCE WITH THE 1997 UBC SECTION 1701 FOR THE FOLLOWING WORK ITEMS: STRUCTURAL CONCRETE CONCRETE REINFORCING STEEL STRUCTURAL STEEL FABRICATION AND ERECTION UBC SECTION 1701.5.1 UBC SECTION 1701.5.4 UBC SECTION 1701.5.5 THE SPECIAL INSPECTORS SHALL, IN ADDITION, BE QUALIFIED IN ACCORD- ANCE WITH THE 1997 UBC SECTION 1701.2 AND PROVIDE THE DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1701.3. AE ANCHOR BOL ► ALT AL TE1A TT APPROI APPROJ(NA TE DBTM BOTTOM NOT BOTTOM SRC BEARTNG BTW BE TWEEN CJ CLR CMU COL CONC COW CONST co w CON TR CTR DET DIA DUG DIM DL EA EF ELEV EQ EQUIP ES EW EXIST FDN FG FLFR FIG FLR FP FT FTC FS CA GAL V GR HOR HT N JT LL CONTROL JOINT CLEAR CONCRETE MASONRY oar calm CONCRETE CONNECTION CONSTRUCTION CON TIiuQUS CONTRACTOR CENTER DE TAIL DIAMETER DIAGONAL DIMENSION DEAD LOAD EACH EACH FACE ELEVATION EQUAL EQUIPMENT EACH SIDE EACH WAY EXISTING FOUNDA DON FINISH GRADE FLUSH FRAME FLANGE FLOOR FULL PENETRA FOOT FOOTING FAR SIDE GAUGE GALVANIZED GRADE HORIZONTAL HEIGHT INCH JON T LIVE LOAD TIMBER - LAGGING STIRRUP ALL REINF. EXCEPT COL. TES & BM. STIRRUPS 15,4 Ti. 90. a 180• D = 6d FOR HRU D = : 3 8, T10, &11 D = 44. FOR /3, 4, & 5 0 =6d. FOR #6, 7, A8 STIRRUP OR 1W 90' BEAM OR COLUMN CROSSTM£S BEAM STIRRUPS & COLUMN TES d = BAR DIAMETER. D = BEND DIAMETER L.00 COCA IKJI ✓ AX MAXIMUM MHI5 MACAW Bat T MEDI MECHANICAL WMiR MANUFACTURER MIN tlMAl�l MSC MISCEILANECUS k MICRO-LAM (LAMINATED VENEER LUMBER) NO NUMBER NS NEAR SIDE NTS NOT TO SCALE DC ON CENTER OH OPPOS TE HAND OPNC OPENING OtSB DRENTED STRAND BOARD (RMI BOARD) H75F OUTSDE FACE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH R RAMS REF REFERENCE REINF REINFORCING REDO REQUIRED S SLOPE 5CH0 SCHEDULE SEC SECTION SF SQUARE FOOT SHT SHEET SIIM SIMILAR SPCS SPACES SPEC SPECIFICA T ONS STD STANDARD 5T1 STEEL STRUCT STRUCTURAL r TOP TEN( THICK TOC TOP OF CONCRETE TOS TOP OF STEEL TOW TOP OF WALL TS TUBE STEEL TYP TYPICAL UNO UNLESS NOTIFIED OTHERWISE VERT VERTICAL W WITH MFRS MELDED HEAL/1 STUD WT WEIGHT NUE MELDED MIRE FABRIC Mk REINF HOOKS AND BENDS Wir WEST WALL CONTROL JOINT SCALE : 3/4' = 1' -0' BLDG "A" TF KEY PLAN NOT TO SCALE Mwco REINF LAP AND EMBED LENGTHS INDEX: S1 GENERAL NOTES, INDEX & ABBREVIATIONS S2 FOUNDATION PLAN S3 ROOF FRAMING PLAN S4 WALL ELEVATIONS S5 WALL SECTIONS AND ELEVATIONS S6 CONCRETE DETAILS S7 CONCRETE DETAILS S8 SHORING WALL DETAILS S OBEY DATE: FILE: PLOT: ARCHITECTURE REVISIONS *6-09-00 BID ISSUE ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporatan and the some may not be duplicated, used or disclosed without the written concert of the Sobey Corporation. DRAWING TITLE: PROJECT NUMBER: 99095 DRAWN BY: JG RB CHECKED BY: APPROVED BY: DRAWING NUMBER: E>(PIRES OCTOBER 24, 2000 f>`1LPg 4o 5 -23 -00 Si e r._ EXODUS Generator Ar.nex Bu it a' _ GENERAL NOTCS DGrGn«0 CRY OF TUKWIUJA 1 W - ' ?00( PERMIT CENTER CONSULTING ENGINEERS 512 FTP STREFT SOUTH, SUIT 702 KIRKLAND, WAS1ttNssTON '18033 (475) 827-5995 1 54 - - - sc - - 150 R cs -c° 148 146 1 :1)1 Co , 144 CNi I DRAINAGE PER CIVIL L N -------•'- - ___ .........................................................................................................................____,.......................... _...-, I ---------- , "--------------_ —— ,-- , „ V 7 — r N I z 6'L6 N N N I Hi I .1. T T 11.7-4 _„.... ' I i 11 : i i I 1 ,,-, ', ' • - 7 -- T-TTT ------------ --- -- T , : ''' , ' c..? I . L-,.4• • I , I 'X • i IC ' C • Lc , I I I I I I COLUMNS ct C2 - FOO TINGS F6.0 — ittr 0 It 4-s ; T F .0 F8.0 HI ; 8 SLAB-ON-GRADE W/ 16 AT 12' 0.C. TOP/BOTTOM F.F. = 137-0 ,,,, 1 i , 1 ,r i V I i . 1, r ,,,, r i . / s 7 I r i . i 7 i <.• • • • • 1 • • AT 11 EQUAL SPACES 6'-4' O.C. MAX F8 0 — FOUNDATION PLAN SCALE .3/16" = 1 0" 1E7 T T T ••- .:' i x; 3 ' , I i / \ ' i 8.0 h ........... 20'-0 14'-0" ---- _ 0 * 1, h 0 # 0 0 0 0 0 0. 0 0 - iv!. • 0 00 0, 0 "0 0 • 0 • 0. - 0 0 irk 0 0. -* 4 " , 0 {0 0 0- • 10 0 0 - 0 • - 0 - -- - fir — iij■ 0 0 0 0. *irk _ L. r DPLEz. 2 L8-2 // 12" CONCRETE LID A\ OVER COMPACTED FILL REINF W/ 16 AT 12" O.C. EA WAY TOP AND BTM ,.1 4 — "cz 136' J-- 56 NY- 0" DATE: FILE: PLOT: ARCHITECTURE z C DRAWING TITLE: DRAWING NUMBER: EXPIRES OCTOBER 24, 20001 REVISIONS 1 6-09-00 BID ISSUE ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sa bey Corporator and the same may not be duplicated, used or disclosec without the written concert of :he Sobey Corooro tion 5-23-00 S2 111111#11111111111.111111111111MBISANIM llntergve.we4 Generator Annex Building FOUNDATION PLAN PROJECT NUMBER: 99095 DRAWN BY: JG CHECKED BY: RB APPROVED BY: RECEIVED CITY OF TUKWILA JUL '000 . I / , j ' I - . 4- ° ' \ 1 r ��/6 .4T 8' O.C�� — - - -- - - I --r f -- - - - Y' -- -- - - - - - ' i w e ® D k \ ANSI 1 1 S5 16 A T 18' O.C. T/B Aft v )18 \ - - LINE ROOF OF ABM {`} Ii - - -- __ - -- 15 PER -- ----- - —T - - -_ I AIN ® 1 1 Ng 4P•� 0 Hi 11/56 -- __-- 7� It. OM " O.C. G� -- --- _ - --- s- - -- 15 A T - - -�__ - r-- �-_ -__ EA WY, M!D- PH ' � AT =_ "*' 15 PER 11/56 - --- -�- 0 • —� 0 0 16 IM 18' -0' SIM i N Iry U 7' W12x22 (6) UPPER ROOF DECK PLAN SCALE 3/16 = 24' -0' c ti 12x22 (6) 11' -9 3/8' 11' - O 5/16' 1 � y W12x22 (6) 100' - 0" 68' -0' r 24' -O' MAIN ROOF PLAN W12x22 SCALE 3/16" = (6) 11' - 2 5/16' • 0 W1.'x22 o c c 8' - 11/16' _I I o WI2x22 (6 20' -O' N N ® A T 9' O.C. STIRRUPS X AT 12' O.C. 14' -0' AIM GENERAL NOTES: 1. SEE SHEET S1 FOR GENERAL NOTES a TOP Or CO Nc TE SLAB ELEVA TICW = i} (WIN) / 150' -0' (LOWER ROOF, T1rP) DEC, TO 8E AS MUMS 7" DPx22GA GALVANIZED 112 FORMLOK DECK MANUFACTURED BY b*RCO WTN 5' COPECK TOPPING REINFORCED WTH QC. EA WAY ATTACHMENT AS FOLLOWS; 3/4' EFFECTIVE PUDDLE MELDS EACH VALLt 1 , EACH SUPPORT, BUTTON PUNCH SIDE LAPS A T 24' Q C. MAX 4. MIOE FLANGE BEAM MARKS NOTED 'Mix (I)' WHERE (/) INDICA TES TOTAL NUMBER OF 3/4'1x4' MELDED HEADED STUDS Tr, REFER TO DETAIL 2/S6 5. SEE ARCH 1EC TURAL DRA MNNGS FOR ADDITIONAL DIMENSIONS NOT SF101Mr. 6. VERIFY ALL DAIMONS, FLOOR ELEVATIONS, DEPRESSIONS, FMISHESS STAIR DETAILS GUARDRAILS, ETC. W /ARCN'L DRAWNGS. 7. FOR EXACT NATURE AND EXTENT OF DRAWS, EXTERIOR WALKS, DRAINAGE, ETC., SEE OTHER DRAWINGS. a REFER TO ARCHI TECTURAL, ELECTRICAL, MECHANICAL AND PLUMBING DRAWINGS FOR DUCTS, CHASE PIPES, ETC g. FLOOR TO BE AS FOLLOWS: 4' CONCRETE TOPPING OVER PRECAST PLANKS W /15 AT 18" OC EACH WAY AT MID -DEPTH OF TOPPING M goo - it/8 di 'A f6 t i ? \ —1 1' - 2' CLR (5) 17 TOP/BTM 2' -0' SECTION AT STRUT BEAM (MAIN ROOFL SCALE 3/4' = SIM L 4x4x1/2 CONT W/ 3/4 "O EXP BOLTS AT 24" O.C. EMBED 4" MIN 15x8' -0" AT 18' C.C. / " REINF PER PLAN 2' CLR , r• -_ W12x22 (10) SCALE 3/4" = 1' -0" SIM CD E LOWER ROOF DECK PLAN SCALE 3/16" = 1' -0" 1 -0 SECTION AT LOWER ROOF 157' -0' TOP OF DECK S&BEY i ISSUE DATE ARCHITECTURE REVISIONS A\ 6 - - BID ISSUE Au drowings and written moterial cppeoring herein constitute the original and unpublished work of the Sobey Coraor ot, m and the some may not be duplicated, used or disclosed w?hout the written concert of the Sebev Corcorct;on. DRAWING TITLE: DATE: FILE: PLO [ET OCTOBER 24, 20001 O EXODUS 5 -23 -00 Generator Annex Building ROOF FRAMIN PL AN;' PROJECT NUMBER: 99095 DRAWS JG CHECKED BY: RB APPROVED BY: KIRKLAND, WASHIN.'nN 48033 CONSULTING' KiIGINEERS , AT 1 2 • QC. EA WAY T/ ( 14'' • • AT 12 O.C \; 1' -0 , F' / PER pV11 FINISHED FLOOR (6)7- (14)g9 CONT T/B FTC © /- - S-0" 15x6' -0" - A T 18' O.C. 06 AT 10' O.C. x - a- SIDEWALK SECTION SCALE 3/4" = -STIRRUPS PER COLUMN C2 /4 PL ELEVA TI ON A T GRID 114 COL SCALE 1/2" . - 16 AT 10' O.C. TOP/BTM C-6" -4 a FOOTING DETAIL SCALE 1/2" = ELEV 137' -0" 4 3' -6' 4 J --- - -- -:-_- - --AI - - -- -{ d • 1 ELEV 154' - Q' BALANCE OR REINF PER 16/S4 16AT10'O.C. EA WAY, EA FACE (6) 7 CON TOP/BTM ELEV 137 -0' I Q J2" TYP 5)/8 *ELEV 154' -0' ELEV 150' -0"i I L _ J 24' -O' 15 AT 9' O.C. TYP 6' -0' LAP 24' -O" I5 AT 12' O.C. TYP SIM BUILDING SECTION SCALE 1/4" = 1' -0" 7 - (6)/8 f r ,S r LEV ' S7 • 19 EA FACE HKD INTO NS GRADE BM 2' -O' • •11 "--/5 AT 12' O.C. 4'- 6 " TYP -�k 24' - O' 6' - 0' LAP 24' -0" aEv (OVER PER ARCH SCALE 1/4" = 1' -0" BEAM ELEVATION A T GRID 3 SCALE 1/4" = 1' -0" 4)18 BEAM ELEVATION A T GRID 2 SCALE 1/4" = 1' -0" (2)18 3 WS OE DOOR EXTEND 6' - 0" BEYOND CORNER OF (1PENING EAST WALL ELEVATION 4' - 6" (4) CONT, BTM / STRUT PER 4/'56 - I 00000 00000 Ala 20' -0" >, ,./ ..%.,, \/\/ 4k ,,,. " / " .04 7 esy •7V■ ■ � r� , NR 4�' I (2) - 0- W!ELP TO EA PILE 0000 TAD -BACX SOLDER PILE RE TAPING WALL 16 AT 10" O.C. ' S EA WAY, EA FACE SIM -• GRADE PER cm. 1 1 . TIE -BACK ANCHOR PER S8 /6 I AT 10' O.C., TYP 4 L BALANCE OR REINF PER 16/S4 DATE: FILE: PLOT S I BEY ARCHITECTURE & OCTOBER 24, 2000 REVISIONS \ 6 -09 -00 g0 ISSUE ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporctio i and the some may not be duplicated, used or disciosec w the written concent of the Sabey Corocret ;c EXODUS DRAWING TITLE: DRAWING NUMBER: 5 - 23 -00 S4 PROJECT NUMBER: 99095 DRAWN BY: JG CHECKED BY: RB APPROVED BY: Generator Annex Building WALL ELEVATION_; AECFIVED CITY OF TUKWI 4 5 -Li:A !•. 99o9` ;5 DoP 154' -0' *ELEV 159' -0' VARIES PER CIVIL '0 (4)16 CONT • J FROW BEAM •' INTO WALL SEE 15/S4 if I • • a t A - Q ' ✓ -ter ✓ 1' -4' SECTION ✓ WALL REINF PER L� AT 12 O.C. A T 8' O.C. SECTION A T GRID 2 SCALE 1/2' = SCALE 1/2" = 1' -0" 4' -0' /R AT 8' O.C. ELEV 15e—cr ( EA WAY TOP - AT 12' 0.C. • .. • • m It +I 1 4 6' - 6" T 16 EA WAY, EA FACE zi; TYP 2' -6' 4 ( EA WAY, EA FACE AT 10' O.C. /6 AT 10' o.c. PER s (6)/7 EA WAY 87W �1 OOOOOOO / REINF r GRADE BEAM PER PLAN so cow mum (8)18 8' -O' FTG DETAIL I F8.0 SCALE 1/2' = 1' -0" .4 N (6)15 EA WAY - TOP ANO 8T11 —46 AT 1 0' O.C. 'j EA WAY, EA FACE O et 6' -6' ti ELEV 162' -1' 16 AT 10' O.C. EA WAY, EA FACE ELEV 154' -0' ( 1 6' - 0' A 1 1 -#6 AT12'O.C. —s6' s0 cm( COIL a d (8)18 FTG DETAIL F6.0 SCALE 1/2' = 1' -0" /8 AT 8' O.C. 16 AT Er 0.C. WALL REM PER rt 4' -0' FTG DETAIL A T GRID 1 SCALE 1/2' = 1' -0' ELEV 157-0' TOP OF PARAPET ELEV 150' -0 "' VARIES PER CIVIL FF= 137.00 10 (4)/6 CONT • i0 M Woo - ELEV 150-0' a N.- Ar- i ELEV 150' -0' '0000 /6 AT 9' 0.C.- CLOSURE DETAIL CORNER DE TAIL A T GRID F 4 GRID A/4 SIMILAR SCALE 1/2" = 1' -0 16 AT 18' O.C. TOP/841 2' -0" WALL REINF PER PLAN 1/5A �18'0.C. TOP/BTW ▪ r -0" #6 AT 9'D.0 MN (2)/6 PER CLOSURE CLOSURE WALL REV PtR PLAN SECTION A T CLOSURE SCALE 1/2' = SCALE 1/2' = /7 AT 8' O.C. 6' -O' CORNER DETAIL AT GRID F/2 GRID A/2 SIMILAR SCALE 1/2' = 1' -0 S DATE: FILE: PLO-: ARCHITECTURE DRAWING TITLE: EI XP OCTOBER 24, 2000 REVISIONS 6 -09 -00 BID ISSUE ISSUE DATE M drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporatio . and the some may not be duplicated, used or discloses without the written content of the Sobey Corooretiom EXODUS A/ v 5 -23 -00 PROJECT NUMBER: 99095 DRAWN BY: JG CHECKED BY: R8 APPROVED BY: DRAWING NUMBER: S5 1 t Generator Annex Buildir. g WALL SECTIONS AND ELEVATIONS RECL'Mev CITY OF TUKWILA ,11' - ? 7000 PFRMrr (;FNTFA 6 -09 -00 9909.5- 56 16GA FORMED CLOSURE • ; „ -- > LOU1WE 3 !.:$0-0-1 1/2' DECK EDGE DE TAIL ipELEV (2)18 TOP -� 18 CONT- J /-r -' /4 AT 8' O.C. -' 15 AT 18' OC\ ELEV 15C - (5)#8 CONT CONT- /5 AT 12' O.C. - - EA WAY, EA FACE 6 AT 1O O.C. EA FACE, EA WAY t 1/4'x3 1/1'i0' -9' (3)3/41f A325 BOOS SCALE 3/4' = SECTION SCALE 3/4' = 1' -0" 1 1/2' CLR ' .4 t -O • 4 BEAM SECTION (2)/8 CONT 3' CLR 1 1/2' CLR TYP ( BMA : CONTINUOUS EXTEND 6' -0' INTO WALL AT EACH END OF BEAM OR USE STD HOOK PLUS 2'-0' EMBEDMENT CONT A T T 12' O.C. -(6)/1 CONT SCALE 3/4" = 1' -0" • (4)/8 TOP CONTINUOUS EXTEND 6' -0' INTO WALL AT EACH END OF BEAM is OR USE STD HOOK C 0 0 0 0 v N ,-15 3 J A T 12' O.C. 15 AT 18' O.C. ELEV 154' -0' 9 • #5 1/4 COVER 1 1/4' TS 4x4x1/4— (4) 3/4'4 ANCHOR- BOLTS, EMBED 5' -1 1/2' TYP • • 0 • • BASE PLATE D TL AT 8' CONT, TYP AT ;2' 0.C. 3/4'• PEN ALAN 162' -6' . - . - - *12x14 \ 1/4'x3 ' 11P -I 1 /r•. TYP H7 /6 TS COLfWF BEAM CONNECTION SCALE 3/4 = TS 4x4x1/4 (-BASER 10x1 0 x5/8 . /3/4' GROUT GROUT CORE BELOW COLUMN BASE PLATE (GROUT SHOULD EXTENDS r BEYOND OUTSIDE OF ft ABOVE). TS BASE CONNECTION SCALE 3/4" = 1'-0 1 /4 AT 8' O.C. ALT HOOKS Cl COLUMN SECTION 2' -O' a • a SCALE 1 1/2" = (8)/9 VERT 1 1/2' CLR C2 COLUMN SECTION SCALE 3/4' = 1' -0' .— J s -0" ` /51 AT 12' O.C. f-- ELEV 150' -0'(0 0 0 0 0 C 1 1/2' CLR CONT TOP/BTM SPANDREL A T GRID 4 SCALE 3/4" = 1' -0" • 1/4•23 3)3/4 A325 BOLTS • 3/16 3/4'x12'x1' -0' - wW/(4))3/4'4 MF1S EMBED i t 8'Dp PRECAST HOLLOW CORE PLANK w I- s, I i 1' -4' , • DECK CONN DETAIL SCALE 3/4' = 1' -0' 4' CONC TOPPING SEE PLAN FOR ADDED REINF PRECAST CONC PLANKS SCALE 3/4" = 4 ■,ELEV 137' -0' Ix) COORDINATE CONDUIT PENETRATIONS -F W/ STRUCTURAL ENGINEER. 12' CONC WALL AT Sit CONDITION #6 `°r AT 12' O.C. REINF PER PLAN -\ AA uro Als 2' -O' CONC COLUMN #5 AT 9" O.C. 3" CLR SCALE 3/4" = 1' -0" 4' -O' LAP CONC BEAM A T GRID 3 /10 AT 14' O.C. EA FACE, CONT (8 BARS EA FACE) #5 AT 10' O.C. ( 1' -4' GRADE BEAM A T GRID 3 10' SLAB REINF PER PLAN I s j /-14 PIN ( Al24'O.C. /1-(6)18 r OP SCALE 3/4" = m STRUT BEAM DETAIL 9(1 7 -0' PUCE LENGTH COMPETENT NATIVE SOILS OR LEAN CONCRETE UNDER SQUARE FOOTING . /6 tOr AT 12' O.C. - COMPRE90N STRUT j 11i c LR SECTION A -A SCALE 3/4' = 1' -0' (2)#8 TOP — (2)19x12' -0' AT ENDS OF BEAM CONT INTO WALL 4 AT 8' O.C. (8)/8 STD HOOK INTO WALL OR BEAM : N TRUcnO T /5 © AT 12' O.C. -/ BEAM AT GRID 2 • :c d Pb a 4 0-0 3" CLR N E #5 AT 10' O.C. GRADE BEAM/CONC COL SCALE 3/4" = r-4' SLAb REINF PER PL.,N 4 � /l am / \i>j \ \! REINF PER - 11OAT14'0.C. EA FACE, CONT (8 BARS EA FACE) ( • • - PER 3/57 • • N G S �1 3' CLR I 1/2' CLR TYP - ( 4 )18 BTM SCALE 3/4" = AT 12' O.C. • N. 'n S :BEY DATE: FILE: ARCHITECTURE DRAWING TITLE: DRAWING NUMBER: EXPIRES OCTOBER 24, 2000 REVISIONS /1\ 6 -09 -00 BID ISSUE 5 -23 -00 Exoous PLOT: PROJECT NUMBER: 99095 DRAWN BY: JG CHECKED BY: RB APPROVED BY: S6 z 0 0 z 4r, 0' 4 GO rs vir ISSUE DATE All drawings and written material appearing he - ein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or disclosed without the written content of the Sobey Corporof c' Generator Annex Building CONCRETE DETAILS RECEIVED CITY OF TUKWILA #5 CLOSED STIRRUP PER 2/S7 6• -G9 -r v 99119 -57 2 1/2' CLR TYP I 15' -0' D ur -0• © k 24"--0" ® o' 20'-O' 14' - O' e I I r 1' -6" • Av • • • 24 '_ 0 . 1 ( 18)15 STIRRUP AT 6 0.C. TYP e 1' -4" --1 A' 8' O.G EA WAY, EA FACE 2" CLR (S)1 N 28ALANCE OF REINF. ‹,PER 1/S7 SPANDREL BEAM SECTION SCALE 3/4' = 1' -0" 4 S7 6' -O' LAP GRADE i18 AT B' O.C. -\ i — + INSIDE I CUR TAIN 1 1/ZL CLR 15 STI RRUPS4 (18)/5 STIRRUP AT 12" O.C. AT 6' O.C. TYP! ti i /6 AT 12' O.C. TYP WALL HOLD DOWN SCALE 1/2" = 1' -0" 2• 2' 1( STIRRUP AT 6' O.C. TYP 6' -0' LAP SPANDREL BEAM PLAN - DOWELS TO MATCH WALL HOLD DOWN STEEL STD HOOK INTO FOOTING • GRID II WALL - --- SPANDREL BEAM PER 2/S7 SOI SIDE CURTAIN 3 CLR WALL REBAR NOT SHOWN FOR CLARITY 24' -0" 6' -0' LAP 15 STIRRUPS AT 12 "0.C. SCALE 1/4' = 1' -0" (10)03 AT Er TYP -- 17 AT8'O.C. SOIL SIDE CURTAIN CLR (18)15 STIRRUP --4/' 2•' L • AT 6' O.C. TYP �- �— PROPOSED GRADE \ -1ev AT NORTH WALL ELEVATION SCALE 3/16" = 1' -0" - - EXISTING GRADE ■ ---F_ i — STRUT BEAM V PER 4/56 WEST WALL ELEVATION y 6' -0" LAP SOIL SIDE 17 AT 6' O.C. \ A' STUN 3 CLR f I 15 STIRRUP -' I AT 6' O.C. TW C• IK• I• IK• I• I• I• I• I• I• I• I• I• I• I• Z• IK• 10:• I• Z• I• I• I• I• I• I• I. 1• I• I• I. 1•I•I•IK•I•I•I•I•IKK•I•I•I•I•I• I 17H 4T 8" O.C. EA C. EA FACE 2' CLR SOIL SIDE 1 1 1/2' CLR INSIDE Meow SCALE 3/16' = 1' -0" An000/ — EXISTIN GRADE OPP 20' - 0' 6' -0" LAP 5' -0 " -- f7 AT 8' O.G EA WAY, EA FACE -- _ -r 1 MATCH --- GRID 11 SOIL SIDE R£1NFCRCING SPACING 6 -0' 17 AT 8' ad. EA WAY, EA FACE (6)18 VER' 14E�1A T 6' O.C.'! INTERSECTION DTL EXISTING GRADE 2" CLR SOIL SIDE 1 1/2" CLR INSIDE CLR 4 •• • • d \- (6 »9 VERTICAL TES AT 6' O.C. 1 1/2' CLR WALL REINFORGEMEN T PER 16/S5 6' -0' 11 - 1 (6)19 VER T 7- 14 TIES AT6'4.C. REINF PLAN PROPOSED GRADE SCALE 3/4" = 1' -0" • I• I• I• I• I• I• I• I• I• I• I• I• I• I• I• I• I• I• I• I• IK• I. 1• I •I•IK•I•I•I•I•I•I•I•I•I•I•IK•Il [ IK•I•I•I•I•I•I•I• 18v AT B' O.C. EA FACE 1711 AT 8' O.C. EA FACE " SCALE 3/16" SOUTH WALL ELEVATION CORNER DTL > L z END DTL ARCHITECTURE REVISIONS 1 �6 -09 -00 BID ISSUE ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the same may not be duplicated, used or discloses without the written concert of the Sobey Coroorot;c DRAWING TITLE: DATE: FILE: PLOT: PROJECT NUMBER: 99095 DRAWN BY: JG /RVL CHECKED BY: RB APPROVED BY: DRAWING NUMBER: • S7 EXPIRES OCTOBER 24, 2000 ! EXODUS 5 -23 -00 Generator Annex Building WALL ELEVA IONS OF TUKWILA JUL — 7 2000 014-fkl RE. DRANK BACKru W Pf MS OCCUR. SEE SCkS REPORT FOR M.E_ SPECi1CA TON SOLDER PILE N011: THE CENTERLINES OF A DRILLED PER AND A IMF SOLDIER PILE DO NOT ALWAYS COINCIDE. 2' MINIMUM COVER FOR WF COLUMN. SOLDIER PILE DETAIL i ce ` W 0 b, - 1OIJTS1DE ME OF CONC •A_. RETAINED 1 DCA VA , ED SIDE SCE /---- >�� SEE — MIRADRAN 6000, OR APPROVED EQUAL HOLD CONSTANT - !HS FLANGE i • DRILLED PER CHIP AWAY LEAN MFX TO CLEAR LAGGNG SOLDIER COLUMN W16x26 - —CONC WALL SCALE 1" = ' \ ' • / H / 4 PILES PER PLAN SOLDIER PILE DETAIL SCALE 1" = 1' -0" COVER PLATE 3/8'x3'x2' -r A572 GR50 FRONT AND BACK FLANGES, Tr 7 DRAINAGE PER 011,1I1 �— 6'• GROUTED ANCHOR TYP NOTES: FRONT VIEW 11r6126 PILE WB STNT BEHMIO FLAN(, ENER x - 17 4,' <TYP W t - —.• 6 :i 2 !. 6►- 1 O - -�iftlS Li SOLDIER PILE DETAIL MAX HEIGHT = 28'—O 6' -4" O.C. 6 "0 GROUTED ANCHOR SCHEDULE ANCHOR HEAD- PIPE STUB-OUT SIDE VIEW SCALE 1" = 1' -0" / P16•26 I.E �- COVER PLATE EA SIDE PER PLAN - -- 3/8' NEB STIFFENER PLATE, TYP A572 GR50 MAX HEIGHT = 20'--0" 8'-0" O.C. 6 "0 GROUTED ANCHOR SCHEDULE 1. EA ANCHOR SHOULD BE VERIFICATION TESTED PER GEOTECHNICAL ENGINEER OF RECORD REFERENCE REPORT E - 8499 - 2. ADHESION = 750PSF PER GEO TECH REPORT 3. TIEBACK ROD 110 GRADE 75 ALL THREAD REBAR • IF WALL HEIGHT IS LESS THAN 8' -O" USE W16x26 PILE MTH NO TIEBACKS, MINIMUM EMBEDMENT DEPTH OF PILE = 18' (TOTAL PILE LENGTH = 28') SPACE AT 13' -0" ON CENTER. TYP WALL SECTION LAGGING SCHEDULE OF 12 2x MAX DEPTH = 4x MAX DEPTH = 1O' -0' 6x MAX DEPTH = 25' -6' 8x MAX DEPTH = 41' -O' SCALE 1/4 = 1' -0" X12000 ig PLOT: SIBEY' ARCHITECTURE REVISIONS L 6 -09 -00 BID ISSUE ISSUE DATE Al drawings and written material appearing heren constitute the original and unpublished work of the Sobey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation DRAWING TITLE: FILE: 99095 -S8 DRAWING NUMBER: I EXPIRES OCTOBER 24, 2000 • EXODUS DATE. 5 -23 -00 PROJECT NUMBER: 99095 DRAWN BY: JG/RVL CHECKED BY: RB APPROVED BY: Generc for Annex Building WALL ELCVA TIOAIS S8 CITY I OF TUKWILA JUt - "ITT PERMIT CFNTFR L FREE L FIX = L TOT' REQ ANCHOR LOAD 17.3 29.2 46.5 35 KIPS 14.3 23.8 37.9 28 KIPS 11.2 32.9 44.1 .39 KIPS 014-fkl RE. DRANK BACKru W Pf MS OCCUR. SEE SCkS REPORT FOR M.E_ SPECi1CA TON SOLDER PILE N011: THE CENTERLINES OF A DRILLED PER AND A IMF SOLDIER PILE DO NOT ALWAYS COINCIDE. 2' MINIMUM COVER FOR WF COLUMN. SOLDIER PILE DETAIL i ce ` W 0 b, - 1OIJTS1DE ME OF CONC •A_. RETAINED 1 DCA VA , ED SIDE SCE /---- >�� SEE — MIRADRAN 6000, OR APPROVED EQUAL HOLD CONSTANT - !HS FLANGE i • DRILLED PER CHIP AWAY LEAN MFX TO CLEAR LAGGNG SOLDIER COLUMN W16x26 - —CONC WALL SCALE 1" = ' \ ' • / H / 4 PILES PER PLAN SOLDIER PILE DETAIL SCALE 1" = 1' -0" COVER PLATE 3/8'x3'x2' -r A572 GR50 FRONT AND BACK FLANGES, Tr 7 DRAINAGE PER 011,1I1 �— 6'• GROUTED ANCHOR TYP NOTES: FRONT VIEW 11r6126 PILE WB STNT BEHMIO FLAN(, ENER x - 17 4,' <TYP W t - —.• 6 :i 2 !. 6►- 1 O - -�iftlS Li SOLDIER PILE DETAIL MAX HEIGHT = 28'—O 6' -4" O.C. 6 "0 GROUTED ANCHOR SCHEDULE ANCHOR HEAD- PIPE STUB-OUT SIDE VIEW SCALE 1" = 1' -0" / P16•26 I.E �- COVER PLATE EA SIDE PER PLAN - -- 3/8' NEB STIFFENER PLATE, TYP A572 GR50 MAX HEIGHT = 20'--0" 8'-0" O.C. 6 "0 GROUTED ANCHOR SCHEDULE 1. EA ANCHOR SHOULD BE VERIFICATION TESTED PER GEOTECHNICAL ENGINEER OF RECORD REFERENCE REPORT E - 8499 - 2. ADHESION = 750PSF PER GEO TECH REPORT 3. TIEBACK ROD 110 GRADE 75 ALL THREAD REBAR • IF WALL HEIGHT IS LESS THAN 8' -O" USE W16x26 PILE MTH NO TIEBACKS, MINIMUM EMBEDMENT DEPTH OF PILE = 18' (TOTAL PILE LENGTH = 28') SPACE AT 13' -0" ON CENTER. TYP WALL SECTION LAGGING SCHEDULE OF 12 2x MAX DEPTH = 4x MAX DEPTH = 1O' -0' 6x MAX DEPTH = 25' -6' 8x MAX DEPTH = 41' -O' SCALE 1/4 = 1' -0" X12000 ig PLOT: SIBEY' ARCHITECTURE REVISIONS L 6 -09 -00 BID ISSUE ISSUE DATE Al drawings and written material appearing heren constitute the original and unpublished work of the Sobey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation DRAWING TITLE: FILE: 99095 -S8 DRAWING NUMBER: I EXPIRES OCTOBER 24, 2000 • EXODUS DATE. 5 -23 -00 PROJECT NUMBER: 99095 DRAWN BY: JG/RVL CHECKED BY: RB APPROVED BY: Generc for Annex Building WALL ELCVA TIOAIS S8 CITY I OF TUKWILA JUt - "ITT PERMIT CFNTFR L FREE L FIX = L TOT' REO ANCHOR LOAD A 11.5 \/ 33.6 45.1 39 KIPS cii:: a5 23.1 31.6 27 KIPS 014-fkl RE. DRANK BACKru W Pf MS OCCUR. SEE SCkS REPORT FOR M.E_ SPECi1CA TON SOLDER PILE N011: THE CENTERLINES OF A DRILLED PER AND A IMF SOLDIER PILE DO NOT ALWAYS COINCIDE. 2' MINIMUM COVER FOR WF COLUMN. SOLDIER PILE DETAIL i ce ` W 0 b, - 1OIJTS1DE ME OF CONC •A_. RETAINED 1 DCA VA , ED SIDE SCE /---- >�� SEE — MIRADRAN 6000, OR APPROVED EQUAL HOLD CONSTANT - !HS FLANGE i • DRILLED PER CHIP AWAY LEAN MFX TO CLEAR LAGGNG SOLDIER COLUMN W16x26 - —CONC WALL SCALE 1" = ' \ ' • / H / 4 PILES PER PLAN SOLDIER PILE DETAIL SCALE 1" = 1' -0" COVER PLATE 3/8'x3'x2' -r A572 GR50 FRONT AND BACK FLANGES, Tr 7 DRAINAGE PER 011,1I1 �— 6'• GROUTED ANCHOR TYP NOTES: FRONT VIEW 11r6126 PILE WB STNT BEHMIO FLAN(, ENER x - 17 4,' <TYP W t - —.• 6 :i 2 !. 6►- 1 O - -�iftlS Li SOLDIER PILE DETAIL MAX HEIGHT = 28'—O 6' -4" O.C. 6 "0 GROUTED ANCHOR SCHEDULE ANCHOR HEAD- PIPE STUB-OUT SIDE VIEW SCALE 1" = 1' -0" / P16•26 I.E �- COVER PLATE EA SIDE PER PLAN - -- 3/8' NEB STIFFENER PLATE, TYP A572 GR50 MAX HEIGHT = 20'--0" 8'-0" O.C. 6 "0 GROUTED ANCHOR SCHEDULE 1. EA ANCHOR SHOULD BE VERIFICATION TESTED PER GEOTECHNICAL ENGINEER OF RECORD REFERENCE REPORT E - 8499 - 2. ADHESION = 750PSF PER GEO TECH REPORT 3. TIEBACK ROD 110 GRADE 75 ALL THREAD REBAR • IF WALL HEIGHT IS LESS THAN 8' -O" USE W16x26 PILE MTH NO TIEBACKS, MINIMUM EMBEDMENT DEPTH OF PILE = 18' (TOTAL PILE LENGTH = 28') SPACE AT 13' -0" ON CENTER. TYP WALL SECTION LAGGING SCHEDULE OF 12 2x MAX DEPTH = 4x MAX DEPTH = 1O' -0' 6x MAX DEPTH = 25' -6' 8x MAX DEPTH = 41' -O' SCALE 1/4 = 1' -0" X12000 ig PLOT: SIBEY' ARCHITECTURE REVISIONS L 6 -09 -00 BID ISSUE ISSUE DATE Al drawings and written material appearing heren constitute the original and unpublished work of the Sobey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation DRAWING TITLE: FILE: 99095 -S8 DRAWING NUMBER: I EXPIRES OCTOBER 24, 2000 • EXODUS DATE. 5 -23 -00 PROJECT NUMBER: 99095 DRAWN BY: JG/RVL CHECKED BY: RB APPROVED BY: Generc for Annex Building WALL ELCVA TIOAIS S8 CITY I OF TUKWILA JUt - "ITT PERMIT CFNTFR i ff _ r / / 7 / / CONSTRUCT NEW ROCKERY 4' HIGH BASE EL= 131.00' APPROX. TOP_.OF " WALL EL= 41.00 APPROX. .fir ------ r , ------ /r — ; _ .� li !� (.fir` ti 00009C 1 r ; f i f l 133.63 4' PERF FTG DRAT . — 152 - ROM ENB OF SHORIN ' --150 l _ cTh f Yz. SV yt� i �i" , PIPE END DETAIL BEGIN 2' -6 WIDE 1 ASPHALT DITCH C' n t / EXISTING DITCH SECTION A T DITCH SCALE 1/4" = 1' -0" ir51 [MATCH EXIST ROCKER Y - - 156 ----{ E TO MATCH BOTTOM - - 1 y , r•-., i • ,OF EXIST DITCH ti o GRADING _'LAN 0 5 10 SCALE: 1 " =10' 56.8 c.O. 20 'ELEV= DIRECT RA ADERS TO DITCH- USE TRENCH • • r' VERIFY PIPE LOCATIONS WI TN STRUC TUR-AL PLANS 10 LF 6' '_RI PVC DRAIN ` = '8.5% i� FUEL PUM 5 0 C8 TYPE 2 RIM= 151.5 452 ' IE 146.5 ( EAR TH BERM ELEV= : 53.5 IE 158. 18.4 I 1 REMOVE ) ST ROCKERY • f !tE 155.2 2' STORM DRAIN 10'- A' -8C. MAX, TYP 140 PROPOSED BUttOIN -F. F. - 13 7 -00 ! - 4 1. SD GENERAL NOTES - - 3 -- � - --ca 5 SCALE: 1 0' 1 \ EXISTING CB RIM 135.23 PROP IE 132.85 (8 "W) EXiST IF 132. 78 Ai 1 EXIS ` IE 32 9O ( r" S) 20 RCEPT C UNK@GR UND- EL- C S V C0t SO 1 SDI 55.5 LF 4' PVC STORM DRAIN SL= 0.3% MIN GE. E_... INF i 3 l vD AS ___,„J I I $ 1- %i S t, 11, iii Os $ 1 � s t S. ALL WORK AND MATERIALS SHALL CONFORM TO THE ° CITY OF TUKWILA DEVELOPMENT DEVELOPMENT DESIGN AND CONSTRUCTION STANDARDS ". A COPY OF THIS DOCUMENT SHALL BE ON -SITE DURING CONSTRUCTION. 4. PROPOSED ELEVATIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISITNG GRADE AND SHALL COORDINA TE FINAL ELEVA TIONS. NEW ASPHAL T SHALL TRANSITION SMOOTHLY TO EXISTING AND TOP OF CURB SHALL BE 6" ABOVE GUTTER. 0 Co 2. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS ONLY. THE CONTRACTOR SHALL MAINTAIN A SET OF APPROVED PLANS AND PERMITS ON -SITE WHENEVER WORK IS IN PROGRESS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY LAWS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON NAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSA RIL Y COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 1. ti jX SLOPE OF A ti! ! N G IE TO MATCH BOTTOM OF EXIST - 'DITCH - -.— 0 EROSION AND SEDIMENTATION CONTROL NOTES I W —. 0 a N • 1 • 5. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, I T SHALL BE APPLIED A T A MINIMUM THICKNESS OF TWO INCHES. EROSION AND SEDIMENTATION CONTROL SHALL BE MAINTAINED WHERE APPLICABLE AS SHOWN ON THE ORIGINAL PROJECT PLANS. 2. WITHIN THIRTY (30) DAYS FOLLOWING THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT ON ANY SITE, THE OWNER SHALL PLANT ALL REQUIRED VEGETATIVE COVER IN QUANTITIES SUFFICIENT TO MINIMIZE EROSION UPON MATURITY AND COMPLETE ALL NON - VEGETATIVE GROUND COVER. IF THE TIME OF THE YEAR DOES NOT PERMIT SUCCESSFUL PLANTING, OTHER MEASURES SHALL BE TEMPORARILY IMPLEMENTED TO CONTROL EROSION. 3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT EN TER THE NATURAL OR PUBLIC DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 4. TEMPORARY SEEDING SHALL CONSIST OF FAST GERMINATING GRASSES APPLIED A T AN APPROPRIA TE RATE PER THE KING COUNTY SURFACE WA TER DESIGN MANUAL, CHAPTER 5.4.2.4 (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). ' W'* +� NW • ' I i� l�F 1� ' ? llii ; Mil 4�8 ' X61 5114 : i 1 off t 81 i liA ! tiff t IS 'If : es . Ili ; r , an Iw NW sW w ; r � Iwr NW off ; trt , S r� ; IC i r. 1 2, 90 f " . M 2� I!NC (B RIM ?. z i9 MN NW • OW . Itet �e . aet e t agar ten N OW r t ; Wit �r VIII Of : OW in ^ x 1 r " A { ) 2- 30,000 GALLON UNDERGROUND FUEL TANKS W /12' THICK / REINFORCED CONCRETE DECK TOP OF CONCRETE SLAB TO BE FLUSH WITH EXISTING ASPHALT CFA' t_R1NL � 5` J _ SCOPE OF WORK BLDG C BLDG A VICINITY PLAN J N- T -S t F. ARCHITECTURE DRAWING TITLE: PROGRESS DATE: 05 /19/00 FILE: PLOT: PROJECT NUMBER: 00009C DRAWN BY RL /JG CHECKED BY: RB APPROVED BY: DRAWING NUMBER: C1 I EXPIRES OCTOBER 24, 2000 REVISIONS , \ 6 - 09 - 00 BID ISSUE ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, ,sed or disclosed witho.,:t the written concentt of the Sabey riffiitigndoWES: CO TENANT IMPROVMEN TS BUILDING A GRADING PLAN RECEIVED J U L - 7 2000 (00902 SHORING AND BLDG PER STRUCTURAL WATERPROOFING — MIRADRAIN 6000 OR EQUIVALENT 2' PVC PIPE AT 10' -0" 0.C. MAX FREE DRAINING BACK FILL FILTER FABRIC 4 PVC <// STORM DRAIN • 6 MIN j ;� ALL AROUND �n / /:a WASHED ROCK -.,. r � _ 4" PERF PVC PIPE '� /\%s WALL AND FTG \/ PER STRUCTURAL PER PLAN i CUT HOLE IN LAGGING TO INSTALL SCREEN `� AND GRAVEL POCKET ���A 4LL DRAIN PIPES DRAINAGE DETAIL SCALE 1/4" = 1' -0" FOOTING DRAIN DETAIL SCALE 3/4" = 1' -0" SOIL ANCHOR TIE BACK 12' CLR, MIN FIELD VERIFY BEFORE EXCAVATING TO FINAL GRADE 4 4 \'/ s DO NOT DISTURB TIE BACK ANCHOR DURING TRENCH EXCAVATION 6 . 1' -6" SCALE 3/4" = 1 1 tax sta' i NA TIVE SOIL BACKFILL 1 MIN LAP DASHED ROCK FPEE DRAINING FILL FILTER FABRIC 6" PERF PVC DRAIN PIPE INTERCEPTOR DITCH WI DRAIN ROCKERY DETAIL SCALE 1/2" = 1' -0" A ARCHITECTURE I EXPIRES OCTOBER 24, 2000 REVISIONS A\ 6 - - BID ISSUE ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or discloses w:t`out the written concert of the Scbey Corporot;c ^. DRAWING TITLE: • PLOT PROJECT NUMBER: 00009C DRAWN BY: RL /JG CHECKED BY: RB APPROVED BY: DRAWING NUMBER: C Csa 0 0 TENANT IMPRO VMENTS BUILDING A DRAINAGE DETAILS RECEIVED CITY OF TUKWILA JUL - 7 2000 PERMIT CENTER _ / ; G14/ /41' p * -G, vi/2e- f rko9g 7 ' rriJ/7 /mGf/77 - GO�:l�I�GIS F,1" 1/2//27 ma/79 -jrrox/ ,_/- Z ‘,!//, '17 / /r i / / i / / ; / / / �"- / j / ____...- -/ \ _ \ / ' ' i , / / L 77'f7" 77/7: -r /;- zir d 1 ■ ■ n ■ 140 CONCEPTUAL LANDSCAPE PLAN 0 8' 16' 32' A4Xio- /48 STATE OF WASHINGTON REGISTERED LAMDSCAPE ARCHTECT ., /1/ //--) l KEN LONEY CERTIFICATE No.•63 MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 110 Third Ave. N. (425) 771 -4809 Edmonds. WA 98020 (425) 771 -5728 Fax COW,JLTANTS REVISIONS SABEY ARCHITECTURE \ -- REGISTERED i ARCHITECT ` JOHN W. LANG I STATE OF wlS • GTON ISSUE DATE - Al drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. DRAWING TITLE: PROGRESS DATE: FILE: PLOT: PROJECT NUMBER DRAWN BY: CHECKED BY: APPROVED BY: • e e XGDLJS Trim A z .. ewras test DRAWING NUMBER: CITY OF TuKWILA JUL - 7 2000 L'I PRELIMINARY Wit„ NOT FOR CONSTRUCTION PERMIT CENTER PERMIT CENTER 18" GENERATOR EXH STACK (TYP) AIR 5.1c..44d' b :1iA,K orta. aof A°E — I) 24" o-w •xe coca =_ .l- ' - - 16' GENE EXH PIPE (TYP) • i-; at - coat L � ©rr AK: `►r'r RATO R h GENERATOR ROOM SUPPLY INTAKE FAN (TYP OF 10) t• i V 18" GENERATOR EXH. OUTLET (TYP) I: \J9 \992 72 \OAD \272M.3 .DWG -- Apr 24, 2000 - '11:09:18 - 'W'L LiAMN ` . \F Nye • O aP.asmce I ' v 1 ,�.E — V l i ..:1 . '1 s.... ,...-",..., - :`,. .../ ,....../ 1 r GENERATOR BUILDING. - HVAC SECTION SCALE: 1/8 " =1 '--0" CONCRETE Gtl !,ETA, CEO APPRC, E .d apRAOE cF s ,�a+vc °GENERATOR BUILDING. - HVAC FLOOR PLAN SCALE: 1/8"=1'-- 0" TOP .7 °ARAPE Elev. 'b -SID' TOP CF ° 414.4P`' e k,, • ;5, - -p LCALEIR COOP INSTALL SUPPLY FAN BETWEEN FLOOR AND WALL. SEE DETAIL 1 ON THIS DWG. (TYP) e• • 3• -O' II 3 X10 EMERGENCY GEtSEERATOR (TYP) •': } Le r: MOUNT FAN COLLAR TO TUBE STEEL FRAMING USING 1/4 "0 THRU BOLTS DBL NUT BOTH ENDS CONC. INTERIOR FLOOR WELD TS 4x4x1/4 TO BASEPLATE. FRAME AROUND WALL COLLAR USE AWS STANDARDS FOR WELDING 0. i EXHAUST FAN MOUNTING SCALE: NONE CONC. EXTERIOR WALL SUPPLY FAN WITH WALL COLLAR AND CLOSURE ANGLES (WEIGHT = 600 LBS) MOUNT (2)PL 1/4x5x6 BASEPLATE TO WALL USE (2)1/2"0 ANCHOR BOLTS, 3 1/2" EMBED SUBMIT DETAIL TO STRUCTURAL FOR APPROVAL M - i 1/6 INSIDE 'CORE DRILL HOLE THRU WALL AVOIDING REINFORCING STEEL TENDONS. (COORDINATE WITH STRUCTURAL) INSULATED PIPE J w OPAIVAPIE11111/4/ AIM NON- INSULATED PIPE ESCUTCHEON PLATE 16 GAUGE SLEEVE THRU WALL. GROUT IN CONCRETE WALL 1" THICK FIBERGLASS / PACKING \/\ ■JTSIDE NON- HARDEN CAULK WEATHER PROOF JACKET EXTENDED INTO CAULK INSULATION CONTINUOUS THRU SLEEVE WITH INTEGRAL VAPOR BARRIER PIPE PENETRATION THRU WALL SCALE: NONE CORPOR v u>\ ARCHITEC- TUR CONSULTING ENGINEERS �.. S' i.ac -�,. - pc. <.c Esc Sp Aft : -,- r qx :- 436- 5 I Projec` #: 99272 REV 2 GENERAL REVISIONS 06/02/00 REV I NEW ANNEX ISSUED FOR PERMIT 06/02/00 REV 0 ADO FANS TO NEW ANNEX ROG 04 /21/00 PENIS ISS •E DATE NI drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation_ DRAWiN`v TITLE PLOT: rP PAP 1:i99/99272/C4 721'133 PROJECT N. MRER: 99272 DRAWN, Y. WJN CHECKED 8Y: APE' .�(''a', BY: DRa'va�l:: NUMBER PLOT DATE/ GENER.1TOF &:WING r-, v4C FLOOR 4 '1_ AN AND SECT ION RECEIVED OF TUKWLA 1\13,3( 7 ?fltifl PERMIT CENTS- AIR DISTRIBUTION SCHEDULE UNIT MARK MFR MODEL FACE SIZE EXHAUST FAN SCHEDULE UNIT ARK CD1 MFR ® MODEL CFM 1N G RPM SPEED SONES BHP DRIVE MOTOR OPER WT LBS SERVICE CONTROLS SEE NOTES TYPE HP VOLTS PH HZ / / EF- 1 0 TITUS GREENHECK SBE- 3H48 -75 26,500 0.75 788 9,902 48 6.8 BELT TEFC 7.5 460/3/60 420 EXIST. ANNEX GEN. ROOM LINE VOLTAGE T -STAT ' 1 ,2,6,7,8,9 , 1 0 EF -1 1 TITUS GREENHECK SBE - 3H48 -75 26,500 0.75 788 9,902 48 6.8 BELT TEFC 7.5 460/3/60 420 EXIST. ANNEX GEN. ROOM LINE VOLTAGE T -STAT 1,2,6,7,8,9.1 Q EF -12 THRU 15 GREENHECK SBE -3H54 -100 33,200 0.75 699 9882 56 8.45 BELT TEFC 10.0 460/3/60 590 NEW ANNEX GEN. ROOM LINE VOLTAGE T -STAT /GEN OPERATION 1,2,6.5,11,13,14 FTS 2 -4 TITUS DESV 04 12X8 EF -17 THRU 22 GREENHECK SBE -3H54 -100 33,200 0.75 699 9882 56 8.45 BELT TEFC 10.0 460/3/60 590 NEW ANNEX GEN. ROOM LINE VOLTAGE T -STAT /GEN OPERATION 1,2,6,8,11,13,14 300 100 1 0.25 0.10 20 10 - - 1 - - - US 2 -6 TITUS DESV 12 16x 15 1580 475 1 0.25 0.16 28 18 _ _ _ _ - - FTS 2 -7 TITUS DESV 10 14x 13 EF -16 395 GREENHECK GB -130 -5 1400 1.0 1478 5079 13 0.37 BELT ODP 0.5 115/1/60 60 2ND /3RD FLR RESTROOM CONTROLLED BY AHU -2 -2 1,2,3,4,5,6 Al nTCC. 175 1 0.25 0.11 20 10 - - - _ _ T - FTS 2 -14 TITUS DESV 16 24X18 AIR DISTRIBUTION SCHEDULE UNIT MARK MFR MODEL FACE SIZE CONN SIZE DESCRIPTION CD1 TITUS TMSA 24x24 PLAN T -BAR LAY -IN, #26 WHITE A CD2 TITUS TMSA 24x24 22x22 SURFACE MOUNTED, #26 WHITE CD3 TITUS PAS 24x24 34 SURFACE MOUNTED, #26 WHITE RG1 TITUS PAR 24x2.4 22x22 T- BAR LAY -IN, #26 WHITE RG2 TITUS PAR 24x24 22x22 SURFACE MOUNTED, #26 WHITE EG 1 TITUS PAR 1 2x 12 PLEAEN T -BAR LAY -IN, #26 WHITE EG2 TITUS PAR 12x 12 PLAN SURFACE MOUNTED, #26 WHITE A SR1 TITUS AERO -BLADE 272RS SEE PLAN SEE PLAN SIDE WALL REGISTER, DBL. DEFLECTION, 3/4" SPACING, #26 WHITE LVR1 RUSKIN LC63750 SEE PLAN SEE PLAN CONSULT MANUFACTURER FOR RECCOMENDED INSTALLATION COORDINATE WITH ARCHITECT FOR LOUVER PAINT COLOR HEATING UNIT SCHEDULE UNIT MARK MFR MODEL CFM TEMP DELTA T 'F INPUT BTU /HR OUTPUT BTU /HR ELECTRICAL DATA OPER ►'�T .BS SEE NOTES RPM BHP HP EXT. STATIC VOLTAGE TYPE KW MAX AMP HU -01 TRANE UHEC073DOCO 700 34 25000 25000 1550 - 1/50 0.5 460/3/60 ODP 7.5 9.1 60 1, 2, 3 - HU -02 TRANE UHEC073DOCO 700 34 25000 25000 1550 - 1/50 0.5 460/3/60 ODP 7.5 9.1 60 1, 2, 3 HIJ -03 TRANE UHEC073DOCO 700 34 25000 25000 1550 - 1/50 0.5 460/3/60 •O PT , 9.1 60 _ 1, 2, 3 SINGLE DUCT TERMINAL UNIT SCHEDULE VAV BOX TAG MFG MODEL SIZE CFM STATIC PRESSURE - NC LEVELS ELECTRIC HEAT COIL UNIT OUTLET MAX MIN INLET DOWN MIN RAD DISCH CFM KW EAT LAT V /P /HZ STEPS FTS 2 -1 TITUS DESV 06 12x8 300 100 1 0.25 0.10 20 10 - - - - - - FTS 2 -2 TITUS DESV 08 12x 10 520 155 1 0.25 0.09 19 - _ - - _ _ _ FTS 2 -3 TITUS DESV 08 12X 10 500 150 1 0.25 0.08 18 - _ _ _ _ _ _ FTS 2 -4 TITUS DESV 04 12X8 195 60 1 0.25 0.05 22 14 FTS 2 -5 TITUS DESV 06 12x8 300 100 1 0.25 0.10 20 10 - - - - - - US 2 -6 TITUS DESV 12 16x 15 1580 475 1 0.25 0.16 28 18 _ _ _ _ - - FTS 2 -7 TITUS DESV 10 14x 13 1320 395 1 0.25 0.22 34 23 _ _ _ - _ _ FTS 2 -8 TITUS DESV 08 12X 10 585 175 1 0.25 0.11 20 10 - - - _ _ _ FTS 2 -14 TITUS DESV 16 24X18 2130 710 1 0.25 0.16 37 19 - _ _ _ _ - FTS 3 -1 TITUS DESV 10 14X 13 900 330 1 0.25 0.29 27 10 330 4.0 53 91 208/1/60 2 FTS 3 -2 TITUS DESV 10 14X 13 850 255 1 0.25 0.09 27 11 - - J IE! : S 3 -3 TITUS DESV 08 12X10 695 210 1 0.25 0.15 23 10 210 2.0 53 53 85 85 208/1/60 208/1/60 2 2 FTS 3 -4 TITUS DESV 06 12X8 420 210 1 0.25 0.19 25 15 210 2.0 - FTS 3 -5 TITUS DESV 16 24X 18 3600 1080 1 0.25 0.26 29 24 - - - - FTS 3 -6 TITUS DESV 12 16X15 1350 405 1 0.25 0.12 25 15 - - - - _ - FTS 3 -7 TITUS DESV 08 12X10 585 175 1 0.25 0.11 20 10 - - - - - - MA4 K RTU -1 MCQUAY RPS 135C RTC; 2 -2 MCQUAY RPS 135C PT( 3 -1 MCQUAY RT_ 3 -2 MCQUAY RT,, 3 -3 MCQL"AY RTJ 3 -4 MCQUAY MFR 1 MODEL RPS 135C RPS 135C RPS 036C RPS 036C CFM ESP y (in. wS) 49,500 2 49,500 2" 49,500 2" 49,500 2" 13,640 0.5" 13,640 0.5" NOTE: 1. PROVIDE HIGH EFFICIENT PROPELLER FAN 2. PROVIDE VERTICAL MOUNTING BRACKET 3. PROVIDE LINE VOLTAGE T -STAT SUPPLY FAN BHP J HP V /P /H 75 460/3/60 65.25 65.25 65.25 65.25 4.9 4.9 7.5 I: \99 \99272 \CAD \272M41.DWG - Apr 24, 2000 -- 11:13:08 - WILLIAMN 460/3/60 NOTES: 1. COOLING CONDITIONS: 8E'; AMBIENT 2. PROVIDE WASHINGTON STATE ENERGY CODE EFFICIENT MOTORS 3. PROVIDE INSULATED HOUSING 4 . PROVIDE INTERNAL SEISMIC SPRING ISOLATION ON UNIT FANS 5. PROVIDE FACTORY MOUNTED WIRED SMOKE DETECTOR IN DISCHARGE AIR SEE SPEC SECTION 15500 E. 65% FILTER EFFICIENCY BASED ON ASHRAE STD. 52 -76 7. PROVIDE 100% O.A. ECONOMIZER 8. DOWN DISCHARGE C FM 46,100 75 460/3/60 46,100 75 460/3/60 46,100 75 460/3/60_146,1 00 7.5 460/3/601 - 1. ALL DISCONNECT AND STARTERS ARE PROVIDED BY ELECTRICAL CONTRACTOR 2. WIRING OF T -STAT BY ELECTRICAL CONTRACTOR 3_ PROVIDE GRAVITY BACKDRAFT DAMPER, BIRDSCREEN. AND MIN. 12" ROOF CURB 4. PROVIDE PRESSURE PROBE 5. PROVIDE DRAIN CONNECTION STREAM (ins w9) 1.0 1.0 1.0 1.0 ROOFTOP AIR CONDITIONING UNIT SCHEDULE RETURN FAN COOLING BHP HP V /P /H TOTAL SENS J CONG EAT EVAP EAT 'F EVAP LAT -F MBH MBH TEMP. 'F ' DB f WB ~ DB WA QTY - 50 460/3/60 '720 1283 95 80 67 56.3 - 12 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 - 50 460/3/60 1720 1283 95 80 67 56.3 - 2 _ _ 460.4 381.5 95 82 65.5 56.4 54.3 4 - - 460.4 381.5 95 82 65.5 56.4 54.3 4 9. PROVIDE EBTRON OUTSIDE AIR FLOW MONITORING STATION WITH CONTROLS 10. BLOW -THRU CONFIGURATION 11. PROVIDE ABB VFD FOR SUPPLY AND RETURN FANS, FACTORY MOUNT AND WIRED. 12. PROVIDE SUPPLY AND RETURN ISOLATION DAMPERS WITH ACTUATORS. 13. PROVIDE (1) OPEN PROTOCOL MASTER PANEL 14. CONDENSER UNIT TO HAVE SEALTITE CONDUIT. 15. PROVIDE DOUBLE WALL CONSTRUCTION 6. PROVIDE WASHINGTON STATE ENERGY CODE EFFICIENT MOTORS 7. PROVIDE EXTENDED LUBE LINES 8. PROVIDE SHORT WALL HOUSING, FLUSH EXTERIOR WITH OSHA GUARD 9. PROVIDE GRAVITY BACKDRAFT DAMPER, AND DAMPER GUARD 10. HORIZONTAL MOUNTING, MOTOR BOTTOM, AIR UP 2.6 460/3/60 ELECTRICAL CONDENSER FAN COMPRESSOR FLA V /P /H OTY RLA ' v /PTH 60 460/3/60 4 61 460/3/60 60 460/3/60 4 61 460/3/60 60 460/3/60 60 460/3/60 4 2.6 460/3/60 2 61 61 71 71 4 460/3/60 460/3/60 460/3/60 M:f JIMUM OSA (CFM) 3,400 3,400 3,400 3,400 2,600 2,600 11. PROVIDE CLOSURE ANGLES 12. PROVIDE GALVANIZED WEATHERHOOD WITH BIRDSCREEN, AND GRAVITY BACKDRAFT DAMPER 13. PROVIDE HORIZONTAL MOUNTING, MOTOR UP, AIRSTREAM DOWNWARD 14. PROVIDE WALL COLLAR, CLOSURE ANGLES, AND MOTOR GUARD OPERATING WEIGHT LBS 23, 700 23,700 23,700 23,700 8,000 8,000 REMARKS SEE NOTES SEE NOTES # 1 THRU 10 AND 12 THRU 16 (CONSTANT VOLUME UNITS) 16. PROVIDE EXTERNAL SOUND ATTENUATION IN THE FORM OF SOUND TRAPS AND ACOUSTICAL LOUVERS TO MAINTAIN A MAXIMUM NOISE LEVEL OF 50 DECIBLES, 10 FT. FROM UNITS ON ALL SIDES. ATTENUATOR AND LOUVERS TO BE AIR /WATER TIGHT AND CONTAINED WITHIN 2" OR 4" DBL WALL. PROVIDE SUPPORT AT END OF ATTENUATOR AS REQUIRED. Mi0X- CORFOR FION ARCHITECTURE GROUP CONSULTING ENGINEERS .�. i7 10 War Ala A So Jo% CA MT Amos (4011)436 -+700 FAX (40A)43M -1711 Proj.ci #. 99272 CONS U _ TAN TS REV REV 1 REV 8 GENERAL REVISIONS 06/02/00 REV 7 NEW ANNEX ISSUED FOR PERWf 06/02/00 04/21/00 REV 5 ADDED CM TO SUB -NODE ROOM 03/07/00 REV 4 MS REVISION 02/18/00 REV 3 ISSUED FOR CONSTRUCTION 02/02/00 REV 2 REVISE FOR UPS LAYOUT CHG 01/13/00 ISSUED FOR 8ID DOCUMENTS 12/21/99 REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS 6 ADD FANS TO NEW MIND( BLDG ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: PROGRESS DATE: T1/19/99 FILE: 1:/99/e9212 /GAD/27'rdi PLOT: PROJECT NUMBER: 99272 DRAWN BY: cuJN CHECKED BY: RM APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: SABEY LFA 'ELH • EXODUS 0 IGCP BUILDING A TUKWILA, WA M4.1 ME •4NiCAL 50iEDULES M CITY OF TU nit - 7 70 PERMIT CENTEF PLUMBING LEGEND s . CIESCIIIRDON Mit" " PLUMBING ABBREVIATIONS, GENERAL NOTES, DRAWING INDEX 5.w SOIL WASTE, ( ABOVE GRADE OR FLOOR) P4.2 -- s.w SOIL. WASTE ∎BELOW GRADE OR FLOOR) - SD - SD STORM DRAIN - - - Cw DOMESTIC COLD WATER - OFD - OFD OVERFLOW IRAN - PD - PD PRESSURLZED DRAIN LINE - F - F FIRE LNE - D o DRAIN PIPE DOWN �- PIPE RISE OR DROP PIPE CONNECTION FROM TOP T PPE CONNECTION FROM BOTTOM PIPE CONNECTION FROM SIDE - DIRECTION OF FLUID FLOW ___4- UNION --A1 WCO WALL CL£ANOUT -Al._ D CV DETECTOR CHECK VALVE s- FCO /GCO FLOOR CL�ANOUT /GRADE CLEANT?U r -4: FIRE DEPARTMENT VALVE --I 'bf-- P:JTTERFLY VALVE F ANGLE VALVE 'y o- - OS&Y VALVE -04- GV GATE VALVE -4 - GAS COCK -fit- BALL VALVE Q PRESSURE GAUGE FLOW SWITCH - NG - NG NATURAL GAS - LOW PRESSURE -- SLOPE DOWN POINT OF CONNECTION ABBREV ABBREVIATION AFG ABOVE FINISH GROUND AFF ABOVE FINISH FLOOR AP ACCESS PANEL BOP BOTTOM OF PIPE CFF CAP FOR FUTURE CONN. CONNECTION DN DOWN (E) EXISTING . (F) FUTURE DS DISCONNECT SWITCH FDV FIRE DEPARTMENT VALVE FFE FINISH FLOOR ELEVATION FOR FUEL OIL RETURN FOS FUEL 011 SUPPLY MIN. MINIMUM (N) NEW NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE PS PRESSURE SWICTH SOV SHUT -OFF VALVE SS STAINLESS STEEL TYP TYPICAL ve VALVE BOX w/ WITH DRAWING INDEX NUMBER TITLE P0.0 PLUMBING ABBREVIATIONS, GENERAL NOTES, DRAWING INDEX P4.1 GENERATOR BUILDING SITE PLAN P4.2 GENERATOR BUILDING FLOOR PLAN P4.3 FUEL OIL SYSTEM DIAGRAM I. ALL NEW CONSTRUCTION SHALL 0GIWFOR1 TO APPUC*a.E CODES, STANDARDS ANO REOLAREIMENTS . 2. THE CONTRACTOR SHALL VERFY ALL OCOSTWG SITE CONDITIONS IN THE FIELD BEFORE COIAMENCENENT OF T +F WORK AND SHALL REPORT ANY DISCREPANCIES AND /OR iNCONSISTENCIES BETWEEN THE DRAWINGS. SPECIFICATIONS AND DQSTING FELD CONDITIONS TO THE ENGINEER FOR CLARIFICATIONS BEFORE COMMENCEMENT Of THE WORK. 3. THE CONTRACTOR. PRIOR TO BIDDING. SHALL VISIT THE JOB SITE TO BECOME ACQUAINTED WITH THE EXISTING tNSTAuAT10N AND SYSTEMS RELATED TO HIS WORK, AND SHALL rNCLUDE IN THE BID PROPOSAL ALL LABOR AND MATERIA; REQUIRED FOR THE INSTALLATION TO BE COMPLETE AND OPERATNE. 4. THE CONTRACTOR SHALL COORDINATE PIPE ROUTING AND DROPS WITH OTHER TRADES PRIOR TO START OF WORK 5. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS. LABOR AND EQUIPMENT TO COMPLETE WORK AS SET FORTH IN THESE PLANS AND SPEGW1C ►TIONs. uNLrRS OTHERWISE NOTED_ THE SUBMISSION OF A BID OR PROPOSAL SHALL BE CONSIDERED AS CONCLUSIVE EVIDENCE THAT THE CONTRACTOR IS THOROUGHLY FAMILIAR THE THE INTENT OF THE CONTRACT DOCUMENTS, AND NO CHANGE ORDER WILL. BE ISSUED FOR ANY ADDITIONAL LABOR OR MATERIAL REQUIRED TO RECTIFY ANY DISCREPANCY DISCOVERED OR REPORTED TO THE ENGINEER AFTER THE EXECUTION OF THE CONTRACT. 6. N THE AREA OF THE NEW CONSTRUCTION WILL BE FOUND A NUMBER OF EXISTING SERVICES. PROTECT ALL ACTIVE SERVICES AND MAINTAIN SAME IN GOOD OPERATING CONDITION. 7. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED FOR EXACT LOCATION AND SIZES OF EXISTING UTILITIES, THE PROPOSED POINT OF CONNECTIONS TO EXISTING SYSTEMS AND NEW ROUTINGS_ THE CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. 8. 9. 10. 12. GENERAL NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL MECHANICAL SYSTEMS SERVICES TO THE PORTIONS OF THE EXISTING BUILDING DURING THE CONSTRUCTION PERIOD. HE SHALL REROUTE. RELOCATE. AND /OR PROVIDE TEMPORARY CONNECTIONS FOR ALL EXISTING SYSTEMS WHICH ARE IN CONFLICT WITH BUILDING ALTERATIONS AND WHICH ARE REQUIRED TO REMAIN IN SERVICE. ALL OPENINGS AROUND PIPES PENETRATING THRU WALLS AND FLOOR SHALL BE SEALED WATERTIGHT AND MUST BE FLUSH TO SAID FLOOR AND WALLS. ALL UTILITIES REQUIRED FOR THE CONTINUOUS OPERATION OF ALL EXISTING BUILDING MUST BE MAINTAINED IN SERVICE AT ALL TIMES EXCEPT AS REQUIRED FOR NEW SYSTEMS CONNECTION. COORDINATE SHUTDOWN WITH RESPONSIBLE PERSONNEL 11. PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF PLUMBING SYSTEM. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO INSTALLATION OF PIPING IN CEILING SPACE FOR POSSIBLE INTERFERENCE WITH DUCTWORK. LIGHTING FIXTURES. CONDUITS.ETC. MtOOL //8 S4BEY CORFORT ION ARCHITECTURE GROUP CONSULTANT` REVISIONS ISSUE DATE DRAWING TITLE: AIfA TECH CONSUL TING ENGINEERS lM►fsww or. Itipi I■aaCaMU Mown (4020454-11.100 FAX C400444- Project #: 99272 REV 0 ISSUED FOR PERMIT 05 /19/00 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or disclosed without the written concent of the Sobey Corporation. DRAWN BY: D.4 CHECKED BY: Fri APPROVED BY: DRAWING NUMBER: EXODUS IGCP BUILDING A TUKWILA, WA PROGRE SS DATE: 04.¢1 /mC PILE: I: /99/992T2/CAD/2 T2 P12` PLOT: PROJECT NUMBER: 99272 PL ING ABBREVIATIONS Cs EtirR,4L NOTES = F4WI.NG INDEX / / it I ( VA j \C 'N''-' _____ ,, �lh1 Ott '. ., ,(C ( \ \ \ : �t 1 ! �', — f .ii t71pj j�IT A lit 1 ‘ .4- --- ; - =`:.j.,:feetr:? . .t-- -- 7 N - 1 c2) — 3° ' , kv. - OE \ C \ C k.;.. ... „- - - ,: t c -:;--1 sio RN GE n R �ANKO �- 0 b �_ c a d =� - * ~ " - - "" \ t / 1 -y am \ \ - _�_ 1 �-- r' GENERATOR BUILDING - SITE PLAN SCALE: 1' = 20' -0" i t \ \'' \, M'i000 -!�S S4BEY —< \ N> EXIS 4' ACC KDARY \\ COWAI ,NT Pt _LAM I •.� 1' CORPOR WON ARCHITECTURE GROUP "IN C ONSULTING ENGINEERS r iaic (twk. - • hr. 9t /!C 1s m.o. J felt' (4;x;416 -8300 F4 X ;, :e tss -- P o;ec' #: 99272 REV 0 ISSUED FOR PERMIT 05/19/00 RE, ISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. DPAWiNG `iTLE: DRAWING= NUMBER: LOT DATE r w,'64ESS DATE 04/07,04, FILE : I: /'99/992 72 /CAL7/7 72 P4 f PLOT: PROJECT NUMBER: 99272 DRAWN BY: DA CHECKED BY R" APPROVED BY: P4. GENERATOR' SLIDING 5.7E c ,AN RECEIVED CITY OF TU Jl 11�i PERM" .E,Nr ? RAZ UNOW E .t.._. -- t i li • 1 1 1 1 1 1 I 1 1 i 11 1 1 11 1 1 1 1 T I I I! � 1 i c : 11 T 1 i' 1 ` I IT -RE= I ► 1 d ► LT 1_ f ms s= I C I - FOS /R -DN - - 0'�° FOR - =01� -FOR - - - - FOR -1 1 ► - --TO-GENERATOR _ _ -�- - OS,. _- -fFDS� - BASE TANK �` • — \ -- �- — - - t - \„ _ _ I _ I t" SEE L_ I L t L -J ; I► _� 1 I L_ f i 1( 'rte @! y H I =; _a 1 a.C.01 I /1 \I/ a / � `` 1 / ` r 1 ig i ce+ � - , 7 I j / j; r1 I h� I; i I 1 I ; r 1 f I I I I >` GENERATOR BUILDING. - FLOOR PLAN SCALE: 1/8 " =1 —O" REMOTE ALARM - (RA-1) ELECTrt:C� _ -8-: FITr ------ - 1liF - 1 FUEL FILTER O SEE f,1 N FUEL FILTERC SEE '' 3"PRIMARY VENT li I H H 1 •� ' ; 14 t ! UNDERGROUNG ..1-1.1.J. J.r. FOR CONTINUATION SEE SHEET P4.1 WITH SECONDARY CONTAINMENT SHEET NOTES: O1 COORDINATE LOCATION WITH THE ARCHITECT AND /OR ELECTRICAL CONTRACTOR. M 1,0X /z/-b SABEY C(411'011 KA ARCHITECTURE GROUP DRAWING TITLE: PLOT: DRAWING 'NG NUMBER: ' FA - CONSULTING ENGINEERS 3 _zit init. b. m 1SX So ma. CJ 3br�d , sne :436 8Sa :�. ACE. 4.56 -•St Pr3 }ec• #: 99272 REV 0 ISSUED FOR PERMIT 05/19/00 REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the some may not be duplicated. used or disclosed without the written content of the Sobey Corporation. • P� .)GRESS DATE: 04/07/00 FILE I:/99/99212/CAD/212P42 PROJECT NUMBER 99212 DRAWN BY: D�4 CHECKED BY: RN APPROVED BY: PXODUS IGGP - 9U` NG 6ENER4TOR BJ!LD!NG FLOOR FL 4.N RECEIVED P4 ITY OF TUKWILA . - 7 2000 • PERMIT CENTER • 'SING 4000 GALS. ABOVEGROUND FUEL VERTICAL TANK • STING 4000 GALS. ABOVEGROUND FUEL VERTICAL TANK EXISTING GENERATOR BLDG. — A ETANK 1 I : 11 1 I 6 j 4=11 1 1 =1. 1E ©- - - 11 11 =1 • 11 - 11 ... .__ ,,rr = mil. u xGu =u�1 11= 11= n = -rI Ii II li .11 1= A. =11 =N =11 :=It Il 11 -11 =11 ' 1! =1L . 11= 11 =7tr- _ =11.16711-12411Z1-1 .11= 1 i 1 I 7 1= 11 =I 1 1t=1 1. n 1 11 .1 1 -0=11 n- u- a -u -u a -u -n u rr -n-1�- n -I 1- rr= rr=a =n= .11-r =' 1111111- 11= = n n =u= ik0 =u�11 =n- =111" =n=1L, - - 1 - - 1L= _ - X11=11=11=11= -1 l 11. n=il= ff- _ =Ira= - lrtl= i i=iF 0 FUEL STORAGE TANK TANK - 111 • I-- (E) EXTERIOR WALL 3/4 - HOSE TIP GENERAL NOTES: 1. ALL EQUIPMENT AND DEVICES EXPOSED TO WEATHER SHALL BE IN NEMA 3R ENCLOSURE. 2. ROUGH PIPING INSPECTION. THIS INSPECTION SHALL BE MADE AFTER ALL PROCESS PIPING AUTHORIZED BY THE PERMIT HAS BEEN INSTALLED, AND BEFORE ANY SUCH PIPING HAS BEEN COVERED OR CONCEALED. THIS INSPECTION SHALL INCLUDE A DETERMINATION THAT THE PIPING SIZE, MATERIAL AND INSTALLATION. 3. FINAL PIPING INSPECTION. THIS INSPECTION SHALL BE MADE AFTER ALL PIPING AUTHORIZED BY THE PERMIT HAS BEEN INSTALLED AND AFTER ALL PORTIONS THEREOF WHICH ARE TO BE COVERED OR CONCEALED. TESTS SHALL BE MADE IN THE PRESENCE OF THE BUILDING OFFICIAL NECESSARY APPARATUS FOR CONDUCTING TESTS SHALL BE FURNISHED BY THE PERMIT HOLDER. 4. OTHER INSPECTIONS. IN ADDITION TO THE INSPECTIONS REQUIRED BY THIS SECTION, THE BUILDING OFFICIAL MAY REQUIRE A SPECIAL INSPECTOR, AS SPECIFIED IN SECTION 1701 OF THE BUILDING CODE, DURING INSTALLATION OF PIPING SYSTEMS- IN CASES WHERE THE WORK AUTHORIZED WAS INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS PREPARED BY AN ENGINEER THE BUILDING OFFICIAL MAY REQUIRE A FINAL SIGNED REPORT STATING THAT THE WORK WAS INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 5. FUEL OIL TANK INSTALLATION SHALL CONFORM TO 1997 UBC, UMC, UPC AND 1997 NEC. EQUALIZER - LINE 3/4 - HOSE TIP — FLEXIBLE S.S. CONNECTOR C •) UNDERGROUND FUEL OIL PIPING DIAGRAM NOT TO SCALE EQUIPMENT SCHEDULES AND NOTES: QQ PERMATANK DOUBLE -WALL UNDERGROUND FUEL STORAGE 30,000 GALLON FIBERGLASS TANK, UL PROTECTED AND CORROSSION RESISTANCE. DIM.: 126'DLA. x 47'O1ENGTH O TURBINE PUMP ENCLOSURE PARTS AND HOUSING FOR: - SUBMERSIBLE TURBINE PUMP 1 HP, 120V. 1 PH. - SUPPLY AND RETURN PIPING - SECONDARY PIPING TERMINATION - DRAIN WITH TEE HANDLE PLUG - LATCH FOR LOCKING - 36' MANWAY AND UD Q 3' VENT RISER O 3" MORRISON BROS UPDRAFT PRIMARY VENT 0 3/16 STRICKER PLATES ON TANK BOTTOM 0 GUILLOTINE FILL LIMITER SET FOR 90% TANK FULL AUTOMATIC SHUT -OFF. Qi FUEL TECHNOLOGIES FT -I -8A -IT FILTRATION SYSTEM 120V. 1 PH, 3 /4HP 8 GPM PUMP O PLASTIC UNING BETWEEN PEA GRAVEL AND DIRT 0 VEEDER -ROOT MODEL NO.TLS3S0 CONSOLE WITH PRINTER TO BE CONNECTED TO BUILDING MANAGEMENT SYSTEM. • VEEDER -ROOT .329358 (2) SENSORS (EIGHT -INPUT EA.) INTERFACE MODULES • VEEDER -ROOT 329356 PROBE (FOUR - INPUT) INTERFACE MODULE © VEEDER -ROOT 847390 IN TANK LEVEL PROBE O VEEDER -ROOT 312020 CAP AND RING KIT FOR RISER • VEEDER -ROOT 794390 -420 LEAK DETECTOR SENSOR • VEEDER -ROOT 790095 REMOTE ALARM ACKNOWLEGMENT SWITCH • VEEDER -ROOT 790091 REMOTE ALARM AND LIGHT s z 2 CIC o I � 0 0 0 U O REMOTE MARY (RA WIRING AND CONDUIT BY 'ELECTRIC AL (gyp) 0 TOTAL CONTAINMENT PP2500 (2 - 1/2") ENVIROFLEX PRIMARY PIPE WITH SP4500 SECONDARY PIPE AND FITTINGS. ll. 2 -1/2" STEEL PIPE FOR FUEL OIL SUPPLY PIPE 1 - 1/2" STEEL PIPE FOR FUEL OIL RETURN PIPE 19 3/4' N.O. SOLENOID VALVE 24V. 3/4 N.C. SOLENOID VALVE 24V. 3/4" BALL VALVE MANUAL SHUT OFF 3/4" SWING CHECK VALVE 3 /4"STEEL PIPE AND FITTINGS FUEL OIL FILL WITH 15 GAL CONTAINMENT - DRAIN VALVE TO MAIN TANK - PRIMARY PIPING FITTING TERMINATION TO GUILLOTINE VALVE - MANHOLE RAINTIGHT - 4"FlLL CAP ® TANK CONTAINMENT -LEAK MONITOR PROBE INCLUDED WITH THE TANK ® TOTAL CONTAINMENT PP 1500 (1 -1 /2") ENVIROFLEX PRIMARY PIPE WITH SP4500 SECONDARY PIPE AND FITTINGS. AT SECURITY OFFICE TEC 1 71 I1 1---1 1 1-. - - LEAK DETECTOR (LD- 1 ) O i 1 MO�MTOR PANEL !U DRY ALARM CONTACT TO BUILDING MGMT- r } - - -- SYSTEM (DYMAX) 12ov0 0 FUEL F1LTE 1/4" STEEL LINE TO SIPHON PORT ON FE PETRO PUMP SWIVEL THREAD CONNECTION TO TEE MINIMUM 12" PEA GRAVEL UNDER AND ALL AROUND TANK CONNECT TO UPS EMERGENCY POWER 4" SECONDARY CONTAINMENT WITH TWO (2) -3/4" FLEXIBLE NITRIC HOSE. IN -UNE FILTER, KIMTECK 300HS -10 PRESSURE SWITCH WITH TIME DELAY TO START LAG PUMP ON FAILURE OF LEAD PUMP. INSTALL AND LOCATE HOLD DOWN STRAPS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION 98 -1810 UNIVERSAL 18"ROUND RAIN TIGHT MANHOLE n 20v DEDCATED caRCU1T EY ELECTRICAL — - - TELEPHONEUNE TO MODEM TYP) TO GENERATOR CONTROL PANEL (ENGINE RUNNING) FMER „ENCY GEN=RATOR W 2-DDo fl/& OS i PM pug 011ee0115 SABEY CORPORM ION ARCHITECTURE GROUP CONSUL TING ENGINEE lot lobo OW. ps I. Plows (4011311-+506 FA1 (40!)436 -1511 Project j: 99272 CONSULTAN S REV 0 ISSUED FOR PERMIT 05/19/00 REVISIONS ISSUE DATE AIR TECH All drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sobey Corporation. DRAWING TITLE: DRAWING NUMBER: PLOT DATE/ EXODUS IGCP BUILDING A TUKWILA, WA PROGRESS DATE: m41,7/ FILE h/99/99212/CAD(272P43 PLOT: PROJECT NUMBER: 99272 DRAWN BY: D4 CHECKED BY: RM APPROVED BY: FUEL CIL 5l - STcN1 RECEIVED CITY OF TUKWILA 7 2000 ERMIY CENTEF+ • Ru • a MOUNTING WEIGHT +15' IG $ +48" $3 $K SOL IrSrl —d a— rvr, 0 0 KU vH U ..A FLUORESCENT S'RPLJGHT ESC OUTLET rL.AORES" ENT FEMME RECESSED IN aCAJIAC CONTROLLED B''' SIRE E.'"c' }4k')S4G OF ANY EXTURF ROOM CONFECTION TO EMERGENCY BATTER PACK WALL- MOAit'E. V JOR>ESCENT r rXTJRE RECESSED EKEHTWNG FIXTURE Lxr' LIGHT AND OUTLET. FLUSH CQLJNG/WALL-MOUNTED; SHADED AREA ROUTES FACE(S) ON 9GN: ARROW INDICATES DIRECTION TO or EVAN HEAD EMERGENCY LIGHT wTHH 90 MIN BATTERY BACKUP SMALL VANDAL REStSTANT wALL PACK DUPLE( RECEPTACLE - 2011 125v, 3W E = ISC.ATED GROUND RECEPTACLE w/ ORANGE TRIM PLATE TO MATCH RECPT ENGRAVED "DATA" CFI= WITH GROUND FAULT INTERRUPTER E = w1TH RED TRIM PLATE TO MATCH RECEPTACLE ENGRAVED 'EMERGENCY' DOUBLE DUPLEX RECEPTACLE - 20A. ' 25V. 3W SPECIAL PURPOSE RECEPTACLE RATING, POLES AS INDICATES DUPLEX RECEPTACLE - 20k 125V. 3W. NEMA 5 -20R SINGLE RECEPTACLE - 20A, 125V, 3W, NEMA 5 -20R CONNECTED TO DEDICATED CIRCUIT. DUPLEX RECEPTACLE MOUNTED +42" OR ABOVE COUNTER DUPLEX RECEPTACLE - 20A. 125V, 3W, NEMA 5 -15R, MID IN FLOOR PEDESTAL. D = INDICATES DOUBLE DUPLEX. SURFACE METAL RACEWAY WITH RECEPTACLES AND SPACING AS INDICATED. TYPE AS SPECIFIED. SINGLE POLE SWITCH (SPST). "a" INDICATES CONTROL. DOUBLE POLE SWITCH (DPST) THREE -WAY SWITCH FOUR -WAY SNITCH KEY OPERATED SWITCH MANUAL MOTOR STARTER W/ OVERLOAD PROTECTION FIRE /SMOKE DAMPER (PROVIDED AND INSTALLED BY MECHANICAL, WIRED BY ELECTRICAL) FUSE FUSED SWITCH CIRCUIT BREAKER -FIXED MOUNTED CIRCUIT BREAKER DRAWOUT TYPE TRANSFORMER DELTA CONNECTION WYE CONNECTION GROUNDED AMMETER VOLTMETER AMMETER SWITCH VOLTMETER SWITCH KILOWATT METER KILOWATT -HOUR METER / 1 OW '- -' Jun $ ELECTRICAL SYMBOLS ._ _ • F1 IGFRI 0 VF D P ' C EPO ST —L?-- X MA IEO,AwCAL EOUR ENT DESK: NAT/ON SHEET NOTE NUMBER FEEDER NumFIER SW!TC►€OARD OR MOTOR CONTROL CENTER SPACE ONT>FICATION TAG DETAIL REFERENCE: — DESIGNATION RJMBER — SHEET NUMBER Or DETAIL REY190N REFERENCE MARKER. INTERCEPT OF CIRCUIT OR RACEWAY LIGHTING FIXTURE !DENTIFICAfOt TAG LE1ILH AND NUMBER INDICATES FIXTURE TYPE F = FLUORESCENT: y = HID; I =IMCANDESCENT NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT WIRE CROSSING - NO CONNECTION WIRE CONNECTION MAGNETIC STARTER, 3 = NEMA SIZE GROUND FAULT RELAY DEVICE (E) PANELBOARD: 34); 4W - SURFACE; VOLTAGE AS INDICATED ON E5.1 PANELBOARD, 3r; 4w - SURFACE; VOLTAGE AS INDICATED ON E5.1 MAIN SWITCHBOARD OR DISTRIBUTION PANEL MOTOR OUTLET WITH COMPLETE CONNECTION TO MOTOR AND CONTROLS VARIABLE FREQUENCY DRIVE GENERATOR NON-FUSED DISCONNECT SWITCH - HORSEPOWER RATED FUSIBLE DISCONNECT SWITCH WITH DUAL ELEMENT FUSES COMBINATION CB /MAGNETIC STARTER - SIZE AS INDICATED OVERLOAD DEVICE AND CONTROL XFMR CIRCUIT BREAKER IN NEMA I ENCLOSURE - SIZE AND RATING AS NOTED ON THE PLANS DRY -TYPE TRANSFORMER PUSHBUTTON STATION, EPO INDICATES EMERGENCY POWER OFF DEVICE, +48" AFT. SHUNT TRIP PUSHBUTTON - MOMENTARY CONTACT NORMALLY OPEN PUSHBUTTON - MOMENTARY CONTACT NORMALLY CLOSED COPPERCLAD GROUND ROD - 3/4" DIA.X 'O' -0" LONG GROUND ROD CONNECTION TO GROUNDING ELECTRODE BRANCH CIRCUIT WIRING 'N CONDUIT - CONCEALED IN CEILING OR WALL BRANCH CIRCUIT WIRING IN CONDUIT - UNDERGROUND OR IN FLOOR SLAB HOMERUN TO PANEL - 1/2 2# 12 MINIMUM. CROSS LINES INDICATE NUMBER OF PHASE WIRES AND SIZE OTHER THAN 2 #12 (NEUTRAL WIRE: LARGER DASH LINE) G = GROUND CONDUCTOR PER SPEC OR AS SHOWN IG = ISOLATED GROUND CONDUIT TURNED UP CONDUIT TURNED DOWN CONDUIT DESIGNATOR: E = EMERGENCY; T = TELECOM CONDUIT STUB -OUT AND CAP CONDUIT STUB -OUT AND BUSHING CEIUNG JUNCTION OR OUTLET BOX. MID AFC WALL- MOUNTED JUNCTION OR OUTLET BOX. +12" U.O.N PULLBOX - SIZE PER CODE FLEXIBLE METAL CONDUIT PER SPEC. SLEEVE THROUGH FIRE RATED WALL WITH BUSHINGS AT EACH ENO Ii AEC_ Ai AFC AFT AT ARCH AS AUTO AIiX BC BARE COPPER BLDG. BUILDING C CONDUIT CAB CABINET ce CIRCLET BREAKER CKT Cl' CLG WTI CO CPT CT Ct: DWG DRAWING (E) (ER) ELEC EMER ENT EXIST FLA FLUOR FLEX FT FLIT G: GND GEN GEC' On GTB HOA HP HV ABBREVIATIONS WITERU E AMPERES INTERRUPTWC CAPACTIY (SNA ETR CAL AMPERE FRAME (IIKAKia WAG), AMPERE FUSE RATUG ABM F1NrSHED UJUNG ABOVE FWiSHED :_OCR AMPERE TRIP ,EiEAKER SETTING) ARCHITECTURAL AMPERE SEPTOR RATING AUTOMATIC AUXILIARY CIRCUIT CURRENT UMITNG FUSES CLANG CONTROL CONDUIT ONLY CONTROL POWER TRANSFORMER CURRENT TRANSFORMER COPPER EXISTING EXISTING TO BE RELOCA ED ELECTRIC(AL) EMERGENCY ELECTRIC METALLIC TUBINC EXISTING FULL LOAD AMPERES FLUORESCENT FLEXIBLE FOOT OR FEET FUTURE GROUND(ED) GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER GROUND TERMINAL BOX HAND - OFF - AUTOMATIC SWITCH HORSEPOWER HIGH VOLTAGE IG ISOLATED GROUND JO JUNCTION BOX L (S)(I)(G) L = LONG 'MME S = SHORT TIME I = INSTANTANEOUS G = GROUND LT(G) UGHT(ING) LV LOW VOLTAGE MCB MAIN CIRCUIT BREAKER MECH MECHANICAL MN MAN HOLE MLO MAIN LUGS ONLY MSB MAIN SWITCHBOARD MTO MOUNTED MEG MOUNTING (N) NEW NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEUT NEUTRAL NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OL OVERLOAD P POLE PB PULLBOX PNL PANEL PRI PRIMARY PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE PWR POWER RECEPT RECEPTACLE RM ROOM RSC RIGID STEEL CONDUIT SC SHORT CIRCUIT SEC SECONDARY SIG SIGNAL SPEC SPECIFICATION(S) SWGR SWITCHGEAR TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTED UG UNDERGROUND W/ WITH W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER CIRCUIT BREAKER TRIP FUNCTIONS II 11'1 1 . E0.1 ABBREVIATIONS, SYMBOLS, GENERAL NOTES, SPECIFICATIONS E1.1 SINGLE LINE DIAGRAM E1.1A SINGLE LINE DIAGRAM do FEEDER SCHEDULE DAB ELECTRICAL SITE PLAN E1.1C ELECTRICAL PLAN - GENERATOR ANNEX BUILDING E1.2 EXISTING ANNEX GENERATOR ROOM - POWER PLAN E2.2A E2.2B E2.3A E2.3B E2.4 E4.2A E4.28 E4.3A E4.38 E5. 1 ELECTRICAL SECOND FLOOR - POWER PLAN ELECTRICAL SECOND FLOOR - POWER PLAN ELECTRICAL THIRD FLOOR - POWER PLAN ELECTRICAL THIRD FLOOR - POWER PLAN ROOF - POWER PLAN ELECTRICAL SECOND FLOOR - LIGHTING PLAN ELECTRICAL SECOND FLOOR - LIGHTING PLAN ELECTRICAL THIRD FLOOR - LIGHTING PLAN ELECTRICAL THIRD FLOOR - LIGHTING PLAN NODE ROOMS POWER LAYOUT do DETAILS E9.1 ELECTRICAL EPO DIAGRAMS AND DETAIL L9.3 E9.4 DRAWING INDEX PANELBOARD SCHEDULES DIMAX CONTROL DIAGRAM 1 AL: WORN tS TO aE COwSAUD IN ACCORDANCE rcT:' _OCAL AND STATE CODES 2 THE OR* PIGS ANC SPEc(r—AT1ON5 REPRESENT FINISHED SYSTEMS COMPLETE AMC RELAY FOR ESE ANCLLARY DEVICES, SKOOG. RACEWAY. CONNECTIONS AND SIMILAR WORK ALTICA JGH NOT ExPUQTLY STATE BUT REQUIRED FOR PROPER SYSTEM OPERATION OR TO COMPLY wlr-. COPE is '0 BE N LUDED AS A REQUIREMENT OF THE CONTRACT WTHQATT Am(T10NAL COMPENSATION 3 4 5 REFER TO ORaINGS OF OTHER TRADES FOR COORDINATION OF ELECTRICAL CONSTRUCTION. THE LOCATION OF MECHANICAL EQ iPIMENT IS 9-SOWN DYAGRAMMTCALLY EXACT LOCATION .0 RE FIELD DETERMINED SEE SPECS FOR TRADE COORDINATION DRAWING SUBMITTAL REQUIREMEP' TS VERIFY ALL TELECOMM DRAWINGS FOR LENGTHS /SIZES AND LOCATIONS OF ALL EQUIPMENT TO 9E INSTALLED UNDER ELECTRICAL CONTRACT. 6 DO NOT COMMENCE INSTALLATON OF ELECTRICAL SYSTEMS AND EQUIPMENT WITHOUT RELATED SHOP DRAWING APPROVALS. 7 8 COORDINATE POWER SERVICES WITH RESPECTIVE UTILITY COMPANIES. SUBMIT DRAWINGS 'O UTILITY COMPANIES FOR REVIEW. ALL WORK TO CONFORM TO UT1UTY COMUPANY STANDARDS FOR CONSTRUCTION. PAY ALL CHARGES AND OBTA N APPROVALS FROM THE UTILITY COMPANY PRIOR TO COMMENCING WORK. 9 10 11 12 13 14 15 16 NOT USED. GENERAL NOTES O ECTRO / DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOGTION AND ARRANGEMENT OF ELECTRICAL WORK. LAYOUT, ROUGH -IN, AND EXACT LOCATION OF ALL FIXTURES. DEVICES. AND OUTLETS IS TO BE BASED ON THE ARCHITECTURAL DRAWINGS. PROVIDE UL USTED FIRE RATED SEALS FOR ALL RACEWAY PENETRATIONS THROUGH FIRE RATED WALLS, SLABS, AND CEJUNGS. WHERE CABLE TRAY PENETRATES FIRE RATED WALLS CONVERT TO CONDUIT SYSTEM OF SAME CAPACITY AND PROvIDE SEAL_ COORDINATE ALL CONTROL SYSTEM DEVICES, WIRING, AND CONNFC i IONS WITH REQUIREMENTS OF DRIVEN EQUIPMENT. PROVIDE SUITABLE ANCHORAGE AND SUPPORT OF ALL ELECTRICAL EQUIPMENT INC °:D DEVICES £4D RACEWAYS IN ACCORDANCE WITH ESTABLISHED CODES AND THE SPECIFICATIONS. PROVIDE LEGIBLE IDENTIFICATION OF ALL. ELECTRICAL EQUIPMENT 'T.oLUDING RACEWAYS AND WIRING AS SPECIFIED AND AS REQUIRED BY CODE AND SPECIFIC - IONS TO INDICATE PURPOSE, PHASE, ANC WIRE NUMBER. ALL WIRING WITHIN PULLET XES AND JUNCTION BOXES TO BE TAGGED TO IDENTIFY THE CIRCUIT. PROVIDE PERMANENT INK. MARK'NG OF ALL JUNCTION BOXES IDENTIFYING THE BRANCH CIRCUIT. PAINT AI I r',RH. ALARM SYSTEM AND UFE SAFETY SYSTEM JUNCTION BOXES RED. THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND WHAT IS REQUIREC BY EITHER IS TO BE INFERRED TO BE REQUIRED BY BOTH. EQUIPMENT ;ND DEVICES FURNISHED UNDER OTHER DIVISIONS CF THIS CONTRACT. BY THE OWNER, OR BY OTHER CONTRACTS, ARE Ti BE CONNECTED UNDER THIS CONTRACT. PROVIDE TEMPORARY POWER AND CONNECTIONS AS REQUIRED TO MAINTAIN EXISTING SYSTEMS IN OPERATION. THE CONTRACTOR IS EXPECTED TO VISIT THE SITE, BECCME FAMILIAR WITH JOBSITE CONDITIONS, AND VERIFY EXISTING SYSTEMS REPRESENTED ON THESE DRAWINGS PRIOR TO BID. THERE WILL BE NO EXTRA COMPENSATION FOR FAILURE TO RECOGNIZE EXISTING CONDITIONS NOT EXPLICITLY DETAILED ON THESE DRAWINGS BUT IMPACTING COST OF CONSTRUCTION. LOCATE OF EXISTING UNDERGROUND UTILITIES BEFORE COMMENCING WITH WORK. 17 OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DE ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 18 REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 19 PROVIDE CONCEALED AND FLUSH MOUNTED INSTALLATION OF ALL DEVICES AND EQUIPMENT IN ALL AREAS EXCEPT FOR EQUIPMENT ROOMS AND UTILITY SPACES. 20 PROVIDE SEPARATE NEC SIZED EQUIPMENT GROUNDING CONDUCTOR 120 VOLT MULTI -WIRE IN ALL CONDUITS. 21 USE WEATHERPROOF CONSTRUCTION FOR ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER. 22 PROVIDE #10 AWG THHN /THWN COPPER NEUTRAL CONDUCTOR FOR ALL MULTI -WIRE 120 JOLT 20 AMP 3 -PHASE CIRCUITS WITH COMMON NEUTRAL. 23 FOR 120 VOLT 20 AMP CIRCUITS WHERE THE CIRCUIT DISTANCE FROM THE PE'ELBOARD TO THE FARTHEST OUTLET EXCEEDS 100 FEET PROVIDE #10 SIZE CONDUCTOR. 24 PROVIDE AS -BUILT DRAWINGS IN AUTOCAD FORMAT PER SPECIFICATIONS. M 'iWoI4& SABEY (DRPOR:1ION ARCHITECTURE GROUP T[D, CONSUL TWIG ENGINEERS l Iwo Maw IlmL pi So Ma. alltt M... 0.O11,.34-a100 VA) (405}431 -'S'' Pr3ject #: 99272 CONSU LTAN LfA wei_ NEW ANNEX 06/02 /P0 ISSUED FOR FE.R1!` 4 ISSUED FOR PER1 GEN. ANNEX. RE /. 03/3O/00 3 ISSUED FOR 02/02/00 CONSTRUCTION 2 BID 5E1 1 ISSUED FOR BID 01/17/00 '2/2;/99 C ISSUED FOR PERP11T12 /16/99 REVISIONS ISSUE DATE All drawings and written material appearing herein constitute tree original and unpublished work of the Sabey Corporation and the some may rot be duplicated, used or disclosed without the written concert of the Sabey Corporatior. XODUS e IGCP BUILDING A TUKWILA, WA DRAWING TITLE: PROGRESS DATE: FILE: PI OT. PROJECT NUMBER: 992 DRAWN BY: ,47CE CHECKED BY: JF APPROVED BY DRAWING NUMBER: PLOT DATE/ TIME: E0.1 5•BOL5 ABBRE✓IAT RECEIVED JUL 1 UPS -B1 TOOKVA TO ALTERNATE SOME UPS 4-42 KC PNIELIOAl106 2 -SPARE 200A OS (1W) ,). CAN CCU CCU CW 1 2 2 2 -1 21 1 3 A 1500AT 800AT ASTS T V S K 3 ALa00�J KVA Au10YATIC+ ht A14FFA L 20007 ` T1 Y f /+, NAME MASS CABINET 8001 480v to-3B TO ALTERNATE SOURCE UPS 4-42 POE PNIEIIOAAD'S 7-SPORE 200 CC'S (Ty) , UPS -B2 SOOKVA ASTS 165 .wJL.. 7 ,65 saw I TO RADIATOR FAN OATJ800ATJ800AT TO ALTERNAII swim uPs (100ti RATED) KIM 614 KIN -Y-la 44 •At 2000A 80S 480V -3.-Se. 65 KAIC upS -C2 50030 400181 200DAE 200001 POLE DIST PIAL z4A 3,5001 3P 11016 R ATED) CAT 2 -16 CAN 2 -16 TO ALTERNATE SOURCE LDS 5001(V /4606 I I I v 'T -01' 30(vA 480Y TO 48/277v 8D -AC !HOP -B PRIMAR`_UPS BSS 'B ETU 2 -1 1 -t 100001 2000A BUS 480*- 3s -3w. (.5 KAIC ET -10 4 - Y 00 - 2 2000A1 To %.11 Y [ �1 TAA16�Q r ••••• L J uK I: \99CADD \992 \CAD \272E11.DWG • -• -• Jun 05, 2000 • -• -• ' 5:58:10 " - " -• By: OMARV So 3R 3-1 AD-AC CM 3-16 TO ALTERNATE SOURCE UPS 16000. 34 36 C 3-1 - fA — ASTS PUN -C7 • Pw -C1 -2 4-41 POLE PNELBONIDS 2-SPME 100A 31s ( F -11 TO Alt03ATE sOIRCE UPS I- I L 1 L n ATM • TE TM MAL M BOX � !\ 200001 TO ALTERNATE SOURCE UPS 6000 v6DOAT T -C1' SOCVA 46DV TO 460/2173 A 10 ALTERNATE SOURCE UPS 1YA 165 KYA r Pw -Cx- 2 PIN-C1-4 Pww -C2 4 R8T-01-3 Pw -cs- PEEN-Cl- PN14-C2 -5 MW -C2 -6 TO AIERNATE 37100E LDS NODE 4 -42 PoIE P s (1W 2 -SPATE 2000 AT BUILDING EXTERIOR, SEE SHEET PET42B 411103,12r1/4 A.r6wA1o6n HOP PRIMARY UPS BUS 'D' r _ , I CS -AC *0 NNW TC MEW SOURCE UPS 16000 30, 36 165 KVA O 1 LAA.TERNIE SOURCE TO PIN ACTS TOTAL Of '4 PIRG *UTaYA A16FER 2000A BUS ASTS T q,xD jL 1 4g TO ALTERNATE SOURCE UPS J L 2v00*T 4IO I- 36-311 65 KAK ® -D EG -0 480/277v 1 500KW/ 1 875KVA GENERATOR 200WF 2000A1 3PtU !13E TOR wCE� LUGS 52/A TO ALTERNATE SOUR UPS 10 *1 1016A SOURCE UPS L J AS1$ 165 163 1 65 +65 r1 +65 165 .....1-Ad 165 t6S ® 163 KV IfVA KV KVA K VA. KVA �•'. KV KV I K VA Ell -01 -4 Puu -D1 -5 PW -02 -5 pw - - PNN -02 -6 Pw -Dl 1 PLN -02- PINE-01- PNN -02 -2 P1/1-01 -3 P1114-02 -3 PEN -02 -4 4 -42 POLL PNIELB0AR0S 4-42 POIf PANELBOARDS 2 -9PARE 200A CB'S (TIP) 2 -SPARE 200A CB'S (fro) n (F) WO -4 NANT. 8SPASS CABINET IOOA 4805. 30-36 TO *11T7NA UPS I 400011 RS NIO►- SF 71 65 KAC 43X4V FUlURE POSER SOURCE 1 ()T SCE L �J n Ett L >30DA TO ALTERNATE SOURCE IDS I I 60s y T I !I L 20007 11006 RATED) ri KVA UPS -F C f ASTS .nAw. •01 TO ALTERNATE SOURCE UPS 166 KVA NOTE: 0 PROVIDE CIRCUIT BREAKER CONTACT AND WRING TO RESPECT; itE U °S MOv FOR BATTERY N. , ;B1'. (E) rf5w -t 1 I 010100 �00DS 1306 2.506 3P .wAw. 165 KVA ALL WORK .S IN PHASE 2a J.O.N- ENG= START C'RCUIT- NEMA 3R ENCLOSURE WITH CABLE LUGS AT BUILDIN:• EXTERIOR, SEE SHEET E2.26 100001 20000 3 POLE ii J L 21001 4(5 4005- 36-36, 65 KAK 1 6001 J60041 8001 800AT EG -E 480/277v 1500Kw /187SKVA GENERATOR 25% 1596 31 4515 200011 3 POLE TO A1ET8A3 SOURCE UPS 165 KVA WANT BONES CABINET 8001 4803. 30-36 1 I _ I I ,. jl ow AUIOIAIC TO ALTERNATE SOURCE RIDS 051$ soar. 105 T i ewA... PIN-E2- 2 Rai -ET -4 165 KVA 2000AT .wA#. 160 KVA rah k 2s1r t96 3P SP JP 10 ALTERNATE SOURCE UPS PS IS 6007 6000T 165 KVA AST5 TO ALTOOPN UPS 165 KVA P111141- FY1 -F7- PNN -E1 -1 4-42 POLE PAIELBMPDS 2 -swRE 2056 C8'S (TrP) ED 16000 3N. 36 U.S. US■ S II CM Ell CCU CCU CCU CCM 'CV E: CC I ii t 3 33 1 ' 16003 wl.v PW -E+ -3 PIA -E2 -3 PAN -F1 -4 Pw -Fi 4 - 42 POLE PANEEAOAADS 2-SPORE MCA C8'S (1W) TO ALTERNATE Sawa UPS 203 — AANE1. MASS CORNET 600. 480V. 36 -36 ASTT 165 ...A. , KW PEN -E2-5 TO HDP - G SEE 9. ET 'A TO HOP - SEE SHEET 3' '' A TO ES8 -F SEE SHEET 31 -1 70 EG -G SEE SKEET E1.1A C1 KVA TO FD -AC C r gift/ E1 IA At .5 TO n SOME I+PS PAM-E1-6 NODE PMM SABEY CORPOR krION ARCHITECTURE GROUP CONSULTAN 11 GENERAL RE / 06/02/00 I0 NEL) ANNE/ 05/22/00 55UED FOR PEr2 9 ISSUED FOR PER-!IT GEN. ,ANNEX RE i 03/30/00 4 ENDU'? '8 03/10/00 4DDENDUt "2 03/03/00 MS RE` ✓15iONS 02/22/00 RESPONSE TO eF 02/17/00 4 3 2 1 REVISIONS DRAWING TITLE: DRAWING NUMBER: n PLOT DATE/ TIME: CONSUL TING ENGINEERS f 6rpew am, 1. pm So MK CIO P1A4.. 0)434 - 400 FAR (406)434 -15 Project #: 99272 *� 7)/4 *% ADDENDUM ISSUED FOR CONSTRUCTION BID SET 01/!7/00 ISSUED FOR BID 12/21/99 155UED FOR PERMITI2 /16/99 ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the same may not be duplicated. used or disclosed without the written content of the Sabey Corporation. • EXODUS BUILDING A TUCWILA, WA 02/09/00 02/02/00 PROGRESS DATE: FILE. PLOT: PROJECT NUMBER: 99272 DRAWN BY: JPE3 CHECKED BY: JIUF APPROVED BY: ELECTRICAL. ONE-LINE El RECEIVED JUL -- 7 2000 1 PANE- A OE KEv I CE - .PE best.• iE PC- 11SiAE 4ErM 1 iL CAIT :0M GENERA mom Jr: ►ICE raw:_. Date On 14:149T :64G S..-iace 4•Et FRO* B I41 ETA E 200 BM N AG( au KO b1R:G 3.-14E • v1RE If JS RATING(*) 225 RA Yi "1+STAMD(A) 10000 r•1.LT ANT( A) 0 x AA PS P i NOTES IDESCRIOTIa tEwwe CODE rA C,K LOAD vA • I C CxTT ;,A ' DENAND CODE DESCRIPTION NOTES OC Al1OS P RCPT RCPT RCPT .: TANK RM,. Y :RING Su➢ TURBINE PUMP Sul 'AWN( PUMP LIGHT :NG LIGHTING FUEL FILTER FI,Ei c ! L. TER RE340TE ALARM SPARE SPARE GEN BAT 014ARGER GEN RATTER. CfiARGER GEN BATTERY CHARGER GEN BAT'ERV CHARGER GEN BATTERY CHARGER GEN BATTERT CkIARGER SPARE ARE RE C REC GEN GEN GEN L1O4T1N L1OITIN GEN GEN GEN SPARE SPARE GEN GE% GEN GEN GEN GEN SPARE SPARE 720 720 2!30 1950 1950 1000 1000 1700 1700 300 0 025 1200 1200 1200 1200 1200 1200 0 0 3 7 9 11 13 13 17 19 21 23 27 29 3: 33 35 37 39 41 2220 2220 1700 2220 3450 3450 2468 2468 3200 3200 3100 2800 2900 4000 40000 2 2400 2400 2400 2 4 IO 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 2800!GEN 2800 2800 2800 120c•GEN 120(i 1200 1200 500 500 500 50C SOC 500 300 500 2800 0 0 GEN GEN GEN GEN GEN GEN GEN GEN GEN ';EN GEN GEN SPARE SPARE T Y Y T Y ! »> rill N N N N •• •. p R g p p po �.......,.. +. -. p g R g O g RMg2C SCFEIIULE TOTALS KVA AMPS 0 PHASE TOTALS VA ANDS Bus TOTALS TOTAL CONNECTED 52.5 146 T • PHASE A 171703 143 0 N4►ECTED TOTAL DEMM C 52.9 146 -7 • PHASE P 1 3 144-7 DENAND TCTAL DESIGN 53 3 148.0 ■ PHASE C 18070- 0 150 S DESIGN KVA 0- 0 DATE 0.0 TIN£ D. 0 May 19. 2000 13 01 1C \ j ✓ 116003 3 -PHASE 3 *ORE + GRO!.AO FEEDER SCHEDULE FEEDER SIZE - CONDUIT & mIRE SIZE + GROUND 1/2'C - 3 1'2 et '112G I 3/4 "C - 3 g1G & 1# G 3/4 "C - 3 #6 & 1 #100 ! 503) 1 -1/2 "C - 3 / 1 /Q 6 1166 22 3 -1/2 "C - 3 14/0 & #4C 2503: 2 - 3 #4 /C & 1 #4C I 3 -1/2 "C - 3 #500KCMIL & 1 #2G (2 SETS) 2 "C - 3 #4/0 & 1 #2G (2 SETS) 3 "C - 3 #500KCMIL & 410 /0 PER SET (3 SETS) 3 -1 /2 "C - 3 #600KCMIL & 1#3/0 PER SET (4 SETS) 3 -1/2 "C - 3 #600KCMIL & 114 /DG PER SE (5 SETS) 3 -1 /2'C - 3 #600KCMIL & ' #250KCMIL PER SET I: \99CADD \992'2EXODUS \CAD \272E11A.DWG • -• -• :Jun 05, 2000 • -• -• 15:58:41 • -• -• By: OMARV FROM DPLB -3 SEE SHEET E1.1 =ROM (E) MSW 'FROM DPLB - 3 SEE SHEE' E1.1 SRO M MSW -2 SEE SHEE t It I • r I r r I r r t WO MI 3 -PHASE 4 w1RE + GROUND FEEDER SCHEDULE FE . ER S+ZE - CONDUIT & wwR: SIZE + GROUND 1"C - 4 #6 & 1 #' OG -1/2 - 4 #4 /0 & 1 #4G 1 -1/2 - 4 #' & 1 #8G 504 i ellC41ft-- CCU 2 - 9 CCU 33 CCU 3 -4 1600A t00% RATED) w •r 13 .1. elk F1 VA /400Kw 111 ! 8004 L- 11062. BYPASS CONE 80041 8004T TO A4.1ERNATE SOURCE UPS TO NTaNAIE mem U5 ASTS ..A,v J L- &IA 0iMs 1zzse t p •sO SS 6 2A 7 :1 3 2 ''2 C 3 AN 33 AUTO IM 1R ANSFER CCU 2 -4 165 2 -5 CCU ; CCU Cal 2 -6 2 ', 2 414_0 :14 PAM 13 1© 414 11 11 EMI KVA 400AT IRM TO ALTERNATE UPS 165 NEM 0 einspois TO ALTERNATE SOURCE UPS AS15 SEE SHEET El . HOP -F PRIMARY UPS BUS - F" 20004 BUS 4804- 34 -314. 65 KAIC 165 K 4515 800AT 'o A<WR 501Ra UPS KVA E58 -F ` L MI NI r--0 480/2775 EG -F 150010W / ¶875KVA GENERATOR 200004" 2000AF -I ALTERNATE P1110-F1 -t P6W -F1 -2 P611-P -5 P4111-12 - -5 PYY -FI -6 PI04-F2 -6 4 -42 POLE PNIE1BDAROS 7 -SPARE 200A (B'S (Tw) _ mum= _ 44444444 me4 _ _ •� _ _ 4444 _ _ IN WA In IN Y4R4T 892455 CARNET 30 3 4604 3. - 3w P1A1 -F2 -1 P86 -F2 -2 1 -3 PYL -F2 -3 4 -42 POLE PM4EBOAR05 2 -SPARE 2004 l:e•s (PIP) 16000. 30 36 UPS -F2 500KVA /400118 10 ALTERNATE UPS -i KW In KW WI PHASE 2b (NEW ANNEX LOCATION) MI KW 80041 c - CV MI WI PYY -F1 4 10 ALTERNATE SOURCE 1 KVA KW IN A ASTS PYY -F7 -4 n ! ! I ! r i A! 1 r -- IM PR RV UPS BUS "G In •• 2030A BUS I44V4- 30-3W. 65 00JC 1200A TOED RATED) 00 165 KVA 025-0 S r TO ALTERNA SOURCE 165 KVA 2000AT 165 KV4 SI IN IN AS .AA.. SO ID 60001 TO € /ERhA UPS 165 KVA r - - - G 480/277v I i 500Kw 1875KVA GENERATOR L 12004 34, 3w 165 KVA n $000 -4 3 POLE 165 KVA P1111-01 -2 P1111-G2- P1411-01 -4 PW -02 -4 Pia -0-5 PW-02 -5 4 -42 POLE P80180A 2-PARE 2004 0088'•55 (NI AU1011A TRANSFER I! J L- IN MI A MI WM 165 KVA NOT AE3 O ENGAE START CIRCUIT. IV NW UPS -G2 500144 400(6 CARNET owns 3 4604 PR VOE C1RCu4T BREAKER CONTACT AN,: WAN.; T^ RESPEC" >♦E UPS 4 XAAES FOR BASER` PI T To N.TERNATE SOU 105 KVA 2000AT .AA., 165 KVA NI 1W TO 4LTERNA 165 KVA Pw -c' - 14444-62 -I P1011-41-3 P1414 -G2 4 -42 POLE PANE1804105 2 - SPARE 200A CB (T'P) PHASE 2c (NEW ANNEX LOCATION) 165 KVA TO ALIT 1 t 165 KVA STS 3 P90 -C1- P16 -G2- In WI WI In CORP()RA[ ION ARCHITECTURE GROUP CONSULTANTS r! _ GENERAL REVISION 06/02/00 , NEW ANNEX 05./22/00 155U'ED FOR PER-'1r e ISSUED FOR ' ERMI7 GEN. ANNEX RE/ 03/30/00 B ADDENDUM '3 03/10/00 - AD REND' '2 03/03/00 6 M5 REVISIONS 02/22/00 5 RESPONSE 70 RF1 *1 02/17 /00 4 ADDENDUM '1 02/09/00 3 ISSUED FOR 02/02/00 CONSTRUCTION 2 SID SET 101/17/00 I ISSUED FOR BID 12/21/99 • I55UED FOR ° ER"IIT12 /16/99 REVISIONS ;ISSUE DATE CONSULTING ENGINEERS p :r w_. Net 91 /_ In lak CI RIM !'sr (6041)044-41300 FAt (4043).435 -'511 P-ojoct O: 99272 - l'A'' 27174 c�RY 4r . }II drawings and written material appearing herein constitute the originol and unpublished work of the Sobey Corporation and the some moy not be duplicated, used or disclosed without the written content of the Sobey Corporation. DRAWING TITLE: !PROGRESS DATE: FILc I PLOT: PROJECT NUMBER: 99272 I DRAWN BY: ATCE CHECKED BY: JF APPROVED BY: I PLOT I DATE/ I TIME: EXODUS • IGCP BUILDING A TUKWILA, WA ELECTRICAL_ ONE LINE DRAWING NUMBER: 4 1 ' 6 CITY OF RECEIVED JUL - 120( PERMIT CENTE CONCRETE PER CA ENGINEER REQUIREMENT /4 -REBAR ri 2' CLEAR ( ) Nl 3-1/2 C (TYP ) Gi I .L_ 00. #3 REBAR STIRRUPS AT 10' -0' C.C VERIFY SIZE & SPACING WI TI~ CIVIL ENGINEER PARKING I GRADE LEVEL f? z Gio 0 —1/2 ' • _ r _ -1/2 12 SPACING BETWEEN DUCT BANKS I: \ \ \CAD \272E11B.DWG • -•-' Jun 05, 2000 • -• -• 15:59:09 •-•-• By: OMARV <: J i CONCRETE ENCASED DUCT BANK SECTIONS E 1.1 Bl SCALE_ N.T.S. CONC. ETE PER GV1L ENGINEER REQUIREMEN T 2" CLEAR (TYP) 3-1/2' C (T`'P -) GRADE G LEVEL j4 - REBAR TYPICAL t z vl N1 7 -1/2' a #3 REBAR STIRRUPS AT 10' -0 O.C 7 -1/2" VERIFY SIZE & SPAGV(T WITH GVIL ENGINEER CONCRETE ENCASED DUCT BANK SECTION SCALE: N.T.S. l 2w30;000 GALLON UNDERGROUND ~f : DIESEL` FUEL TANKS.WITH 2± THICK 1 L REINFORCED CONCR r fi 1 E1.IB PARTIAL ELECTRICAL SITE PLAN SCALE: 1/16"= '-o° FOR CONTINUATION, SEE SHEET E1.1 C TO HDP -C TO HOP -D -/ " TO HDP -E TO HOP -F TO HOP -G PARKING GRADE LEVEL #4 - REBAR TYPICAL 4 CONCRETE PER ^'AL ENGINEER REQUIREMENT Z 2' CLEAR 2 C 2 a Ft TYR) ( I N { t f r ' mo t t . � a V ' r ! v - �-- — r.� #3 REBAR STIRRUPS AT 1O' -O' O.C. VER'FY 9ZE do SPAGNG WITH CIVIL ENGINEER t > • CONCRETE ENCASED DUCT BANK SECTION SCALE: N.T.S. B - IA ti MH -3A f1 MH - 4Q, t ��4) 2 "C- DIMAX II ITk l TELCO SECUR I! SPARE 111 3-1/2"C, 1- SPARE 1- Dp!2HA C —1/2" i iI SHEET NOTES O AL`GN PILLBOXES WITH SYSTEM SERVED AT THIRD FLOOR ELECTRICAL ROOM ZO PRECAST MANHOLES: DESIGN LOAD. TRAFFIC RATED. CONCRETE: AGGREGATE TO BE PROPERLY GRADED AND FREE or FOREIGN SUBSTANCE TO MAKE A HOMOGENEOUS CONCRETE MIX WHEN BLENDED WITH CEMENT. REINFORCING STEEL: ALL REINFORCING STEEL INCLUDING WELDED WIRE MESH TO MEET ASTM -A -615 AND BE TIED TO WITHSTAND DISPLACEMENT DURING POURING OPERATION. CEMENT: TYPE II LOW ALKALI PORTLAND CEMENT PER .ASTM -C -150 STANDARD. COMPRESSIVE STRENGTH: 3,000 PSI AT 28 DAYS INTERIOR DIMENSIONS: 6'Lx5'Dx64. WILL THICKNESS: 4-1/2 INCH ViNIMUM REINFORCED CONCRETE. BCTTOM SLAB TH'k.CKNESS: 6 INCH THICK REINFORCED CONCRETE. TOP SLAB THICKNESS: 6 INCH THICK REINFORCED CONCRETE, MINIMUM. PUWNG IRONS: TWO (2) IN FLOOR AND ONE IN EACH WALL. SUMP 6 N. DiA. OPEN THROUGH BOTTOM FOR DRAINAGE. CAST IRON SUMF CRATING. SLOPE FLOOR TOWARDS SUMP. COVER: GALVANIZED STEEL CHECKER PLATT WITH 4 INCH LETTERING INSCRIPTION. PROVIDE MINIMUM TWO HOOKS FOR COVER REMOVAL. HOOKS TO RECESS INTO COVER. PROVIDE EXTENSION RINGS AS REQUIRED TO SET COVER FLUSH TO FINISHED GRADE. PROVIDE DUCT TERMINATORS WITH INSIDE END BELL FITTING. SIZE TO SUIT CONNECTING CONDUIT =IZE TAMPER RESISTANCE HOLD DOWN BOLTS. PROVIDE CABLE RACKING STRU" (NON - METALLIC). O TRAFFIC RATED PILLBOX 48 "Lx36"Dx24"W. PROVIDE COVERPLATE IDENTIFICATION AND SECURITY HOLD DOWN BOLTS. O COORDINATE WITH CIVIL ENGINEER FOR STORM DRAIN PIPE BOTTOM ELEVATION. 120V 120V (SEE PANEL (SEE PANEL SCHED.) SCHED.) IN NEW ANNEX BLDG. f i rt - 1 i I FUE ' FUEL I I TURBINE FILTER I FILTER J PUMP I I I I I FOR CONTRJL L. _ I r . _ _J WIRING I I I--4- ---- - III CONTROL WIRING AS REQUIRED LEAK DETECTION PANEL 120 VOLTS (FROM NOC/NODE PMM) SCALE: N.T.S. 120V (SEE PANEL SCHED ) TURBINE PUMP (FIRST FLOOR SECURITY) AT FUEL `ANK CONTROL OARING AS REQUIRED FUEL OIL SYSTEM DIAGRAM M //4 / 120V (SEE PANEL SCHED REMOTE ALARM J (AT NEW ANNEX BLDG.) FOR CONTROL WIRING SA/BEY CORPOR -WON ARCHITECTURE GROUP Project #: 99272 dONSULTAN - s -3- 'zn1 v a t q`'. • Shiawee• I NEW ANNEX 05/22/00 ISSUED FOR PER" ISSUED FOR PERT - 1703 /30/00 REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated. used or disclosed without the written concent of the Sabey Corporation. DRAWING TITLE: GENERATOR ANNEX BUILDING ELECTRICAL PLAN PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: 99272 DRAWN BY: CHECKED BY: APPROVED BY: 7RAWING NUMBER PLOT DATE/ TIME: TEN CONSUL T1NG ENGINEERS r bow int pl. los. CS OM .*.,. , .ae)sss -sJao raj :soeles. —'s+ • EXODUS m I GCP BUILDING A TUKWILA, WA RECEIVED JUL-720 'LIGHTING FIXTURE SCHEDULE 2 -TAMP, 4' INDUSTRIAL FLUORESCENT LOW TEMP. BALLAST ( FOR EXTERIOR AREAS_ (2) 32*. T - 8 LAMPS. 120v L,TIiONW L SERIES OR APPROVED EQUA / . VANDAL RESISTANT WALL PACK 10' MC NTING HEIGH - 7. LOW B TRAPERATURE BALLASTS. '2C., UL LISTED WET LOCATION, ` 2 2 NAT' = UORESCEI\T TWIN TUBE LAMP LITHONIA 'WL SERIES O R APFRC_D E0,../..,_. TWIN HEAD EMERGENCY LIGHT WITH 90 WIN. BATTERS C BA.,Ki;r, C O SE_F CONTAINED LIGHT FIXTURE. 120V., (2) -'2WH. SUR! ACL MCiINTED PRESCOLITE ET SERIES OR APPROVED EQUAL SCALE: 1 /8 " =1 ' -0" I: \99CADD \99272EXODUS \CAD \ ' -• Jun 05, 2000 ' -' -' 16:00:02 * -' -• By: OMARV GENERATOR ANNEX BUILDING LIGHTING PLAN r. .n SCALE: 1/8' =1' -0" GENERATOR ANNEX BUILDING POWER PLAN LEI -35,37 ,29,31,33 ESB - - - - a � \r it 3 GENERATOR ANNEX BUILDING UNDERGROUND CONDUIT PLAN r' •' SCALE: 1/8 ° =1' -0" SCALE: N.T.S. 010 L UNDERGROUND FUEL TANK PLAN GENERAL NOTES. 1. RE "R TO FUEL at SYSTEM 2IAGRAM P4.3 FOR ADMIONAL cNDufTS Kamm FOR I -+E FUEL SYSTEM. 2. REFER <) SINGLE LINE DA(;RAMS El .1 AND E 1. IA FOR FEEDER SIZES_ SHEET NOTEC 0 JUNCTION BOX FOR 120V POWER TO GENERATOR BATTERY CHARGER 02 PROVIDE 120V POWER TO REMOTE ALAN. 03 1 ' AND MIRING FOR CONTROL CONNECTIONS TO FUEL TANS PER :HOP DRAWINGS O PROVIDE 120V POWER T3 SUBMERSIBLE TURBINE PUMP. O5 SEE SINGLE LINE DIAGRAM FOR REQU PEO RACEWA` AND CABLE. THIS DRAW1NC IS DIAGRAM O 6 TIMECLOC ASTRONOMICAL TYPE. K CONTROL FOR EXTERIOR F'XruRES: MICROPROCESSOR BASED, BYPASS SWITCH FOR INDVIDUAL ZONES. SWITCH CAPACITY: 20A PER POLE. BACKUP BATTERY: VEMA ' ENCLOSURE. MANUFACTURER: TORK, INTERMATIC, PARAGON, OR APPROVED EG'JAL. JUNCTION BOX FOR 1 20V POWER TO GENERATOR BLOCK HEATER. PROVIDE ' 20V POWER TO FUEL TANK FILTER_ O TERMINAL_ BOX FOR DIMAX, • TERMINAL BOX FOR SECURITY, 6'X6'X4 ° . 1 , TERMINAL INAL BOX FOR ONE, 6'X6"X4 °. M FOR SPARE • TER STU UP AND CAP WITH ►".;LL CORD. O JUNCTION BOX FOR 1 20V POWER TO GENERATOR JANE' THEATER .-r —XFMR "T -A2" — -f -0oo0o I Dc QLB3 DP -' "2HA PNL "LA" l uoo- !� � SABEY C(AWORATION ARCHITECTURE GROUP WWI bow lbw. fa pe s. a.CA Me..:.oS»34 —a3oo IAA (4,011)434— 51, Proj.ct O: 99272 CONS:;LTANTS • 2 GENERAL REVISION 06 /02/00 1 NEW ANNEX 05/22/00 155uED FOR PERMIT 0 I55uED FOR °ERl`11703/30/00 REVISIONS ISSUE DATE M drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the some may not be auplicoted, used or disclosed without the writter concent of the Sobey Corporation. DRAWING TITLE: PROGRESS DATE. FILE: LrA CONSULTING ENGINEERS fa bit • Exocus O IGCP BUILDING A TUKWILA, W A PLOT: PROJECT NUMBER: 99212 DRAWN BY: CHECKED BY: APPROVED BY: ELECTRICAL ''LAN - CENERATOR ANNEX BUILDING DRAWING NUMBER: ' ELIO RECENED PLOT DATE/ TIME: Jut. - 7 200 REMC "E RA A •/ :PEE — — — _ — SW " :'- i'vP G (N) '250 K'ir GENERATOR (N) CCM! (E) CCM! (E) CCM LEGEND: (E) MONICOM AS CO PARALLELING SWGR NOTES: 1 DIMAX TO SUBMIT COMPLETE POINT -TO- POINT WIRING DIAGRAM BASED ON THIS BLOCK DIAGRAM SHOWING ALL INTERCONNECTIONS, EQUIPMENT TERMINATIONS CABLE TYPES. DEVICE QUANTITIES, AND COMPLETE I/O LIST. MGE TO SUBMIT COMPLETE POINT -TO -POINT DIAGRAMS PETERSON POWER (CATERPILER) TO SUBMIT COMPLETE POINT -TO -POINT DIAGRAMS X GENERATOR L_ (E) 1250 KW (E) 1250 Kw DATA GATHERING PANEL DIMAX GI20 DIMAX NETWORK WIRING CHANNEL RS -485 OR MODBUS BINARY POINT WIRING • _. -' May 1 GENERATOR REMOTE RADIA W/ FAN SPEE SWITCH (TYP.) 14: VAL ' IA r GENERATOR OUTPUT SWITCHBOARD 1 ADEM II I CONTACT GENERATOR GROUND FAULT Y 52/a GF CB TO UPS I — 1 I I n ) -- I--- ATSh — --- - t — .. __ 011 52/a UPS PRIMARY SWITCHBOARD (HDP) ENGINE GENERATOR STATUS SIGNAL r COMMON ALARM POINT — I ENGINE GENERATOR (TYP 1500 KW) NEMA 1 ENCLOSURE GENERATOR RUNNINGQ•IFO -• — — J GEN BREAKER POSITION - 1I - O— — CB CONTACT o-11-42 52/ TYP OF ALL CB'S) CIM I 480 V MAIN SWITCHBOARD RS -485 — — J I KW [ AUER Y HAR ER I C G ( 2 PER GENERATOR) I AC FAILURE �I-o --- — h--� . CHARGER FAILURE Q - IFS -- — HIGH BATTERY 0 -11-0-- - LOW BATTERY o- ��-o -- — — SYSTEM NOT IN AUTO 3 SPARE INPUT POINTS DRY CONTACTS S -485 _J I LOW COOLANT TEMP _ LOW OIL PRESSURE o-{ — — HIGH COOLANT(PRE- ALARM) 0 0 — — — --�1 I LOW OIL PRESSURE o-4 — — — OVERCRANK o-� — — I OVERSPEED ai — — — - 4 HIGH COOLANT TEMP o-I — — EMCP DIAGNOSTIC FAULT 01- — — — RELAY INTERFACE TO NEXT EMCP II AND ADEM II (UP TO 4 PER CCM) LEAK DETECTION PANEL (AT 1ST rLOOR SE CUR T ' RN r--°" Ftl(L JtL LEAK i r I-o LE' . 4 (OUAN-,ry AS REJU=RED) rMODBUS /' CCM NOC MONICOM ICL 4300 — n f DIMAX NETWORK WIRING— TYP. FOR EACH UPS REMOTE ANNUNCIATOR SIGNAL PANEL (UPS) REMOTE STATUS ALARM PANEL (RSP) (GENERATOR) MODBUS LEAK DETECTION SYSTEM Trir° fb ■WEN ■EM■ "U "I■ PC UANTITY R AS [____l_ OUIRED) J 1 TO NEXT STS (TOTAL 8 MAX. I PER NETWORK) l A DIMAX NETWJRK WIRING Sr — — S TO NEXT PMM (TOTAL 20 MAX. PER NETWORK) TO NEXT PMM (TOTAL 20 MAX.) PER NETWORK RS -485 0 TO NOC PC Fc - 4t5 - 1 JSB RS 485 r r I I � I RS 485 t RS 485 ,4& _0 OTHER UPS MODUS RS 485 RS 4 4 -PORT RS -485 HUB SUMMARY ALARM F - - - SUMMARY ALARM - � — 'UPS ON I BATTERY SYSTEM CONTROL CABINET (SCC) WIRING BY BTECH SUMMARY ALARM UPS ON BATTERY TO PMM J UPS MODULE (TYPICAL) TYPICAL FOR EACH PANELBOARD PM M POWER TRANSDUCER OFFSITE MONITORING BY BTECH n -km- TO OTHER RS - -485 NETWORK STATIC I SWITCH J I SUMMARY I ALARM BTECH PANEL (BATTERY MONITOR) TYP MWr�O j-11 SABEY C()RIk)ftV [ION ARCHITECTURE GROUP CONSULTING ENGINEERS .�•� w far Ino• Ora : pm z,u•► FAX (408)436 -'311 Project #: 99272 CONISJL 5 NEW AMEX ISSUED FOR PERMIT 4 REVISED AS NOTED PENDING= UPDATE 3 155UED FOR CONSTRUCTION 2 BID SET 05/22/00 05/05/00 04/ +9/00 02/02/00 01/!9/00 ISSUED FOR BID 12/21/99 ra I55UED FOR PERM iT12 /16/99 REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or disclosed without the written content or the Sobey Corporation. DRAWING TITLE: 57 - STEM NON, C.`, NG D IAL . -1 PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: 992'72 DRAWN BY: CDG CHECKED BY: SC APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: • ee. EXODUS � IGCP BUILDING A TUKVJILA, WA JF E9 .2 RECEIVED CITY OF TU JUL -7 20( PERMR CENTS 1