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Permit 6459 - Boeing - Cafeteria
if .: to • .. V - N 1 : e y 1988 SETBACKS: N S - E- W- FIRE PROTECTION: OD Sprinklers ❑ Detectors ❑ Ni A UTILITY PERMITS REQUIRED? ❑ Yes ® No (throu Worker) ZONING: CONDITIONS (other t an those noted on or attached to permit/p ans) BAR/LAND USE CONDITIONS? ❑ Yes 0 N I ■ ;1 . -,.= . sr /i� ISSUANCE BY: /..� / ", , BUILDING OFFICIAL DATE: ' Z / p I hereby certify that I have read and exami rid this permit and know the same to be true and correct. All provisions of lave and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the , : orm • e of work. I am authorized to sign for and obtain this building permit. • SIGNATURE: ��,, DATE: ffq D. ,.Lm FAD 62,+46 PRINT NAME: ki 4L-. W Ato -- COMPANY: ;lTY OF TUKWILA )ept. of Community Development- Building Division '300 Southcenter Boulevard, Tukwila WA 98188 ?06) 431 -3670 BUILDING . PERMIT NO. )ATE ISSUED: -- `mil , ADDRESS CONTRACTOR ADDRESS 4055 Lake Washinton Boulevard Kirkland WA UR1 A. ST. CONTRACTOR'S LICENSE # KBINTCC1600F ARCHITECT ADDRESS rO'i AL 375 Corporate Dr S 400 South Hope Street, Los Angeles, KB Interior Construction BUILDING SURCHARGE;» TOTAL'« PLAN CHECK NO.: Tenant improvements to existing cafeteria. CA LPN Architects & Planners, Inc. 1127 Pine Street Suite 300 Seattle WA ;C:QDE COMPLIANCE 'This permi ska ld bec' me null and issuance, dr i the.: work is suspon CERTIFICATE OF OCCUPANCY N.....�. �.��........ BUILDING PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESC IPTION> .. BUILDING PERMIT.FEE PLA N:CHEG o Work fS not CAf1?!i?e3CIC an Tone for pOtla DATE ISSUED: 638;30 91 -056 VA 0 CO `S IC I•N ASSESSOR ACCOUNT # 262304-9075-00 'ROJECT NAME/TENANT Boeing Cafeteria TYPE OF U New Building U Addition (NJ Tenant improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other. DESCRIBE WORK TO BE DONE: PHONE EXP. DATE PHONE . 200 213- 683 -4200 7�P 90071 889 -9400 MP 98083 583 -8030 98101 10 -30 -91 • ZOOR LOAD FEET OCC. `4i'' FEET SQUARE SQUARE OCC. LOA SQUARE OCC. D FEET LOAD FEET LOAD FEET SQUARE OCC. SQUARE OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD 'n 1 S�d ay;fror the ' ays fro the fast l nspect l CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: 1.1 NC '?C`S ADDRESS: % J/6 - C�UVOltat t. • 'S. 13C DG CONTACT DATE ICC FFe)`1I 22- PE 'i1 • LE to CAl WI) L ? 'r'C.4 - rdAtASIA t1 P it i IToa. e)IJA c,- MMFUTS ID1 tom ',� •u _uk- �� 's • • -4 rhov c&.S coktityve.A.1'S - cG'6 \ G<e . tsoel c1e'+al ( CCGIII C F Ogg �',�NN�1�,- Ltd 1$ iT ? kC M tIs ou 11 fox, esw JS JE /?7z • PERMIT CEN ."R ACTIVITY LOG COMMENTS • PLAN CHECK NUMBER l -05 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 INITIALS 446 (PERMIT NO. CONTACTED DATE READY DATE NOTIFIED 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: MI) BY: (Init.) PERMIT EXPIRES AMOUNT OWING . BUILDING PERMIT APPLICATION TRACKING PROJECT NAME PLAN CHECK NUMBER - OM) r SITE ADDRESS COrPO 'C8-e, .5 SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) cot O 4 TO - - -- - -- - - -- - - -- -- - - - - -- - - -- - - - -- AEI TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. xA 'FIRE O PLANNING O PUBLIC WORKS ROUTED BC EDITIO ( ear : OF ••"S I CT •": VN TIL PERMITS REQUIRED? Yes UBLIC WORKS LETTER DATED: O OTHER `BUILDING - final review REVIEW COMPLETED CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FILLED OUT .COMPLETELY- PLAN CHECK NUMBER BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE PRINT NAME DATE APPLICATION ACCEPTED BUILDII3 PERMIT APPLICATION D SC i L. 0 . BUILDING PERMIT FEE •CHE • K ": BUILDING. :.SURCHARGE: TOTAL WrIL ME= BONMEMEMEIN MEREEINENTsim SITE ADDRESS 375 CORPORATE DRIVE SOUTH PROJECT NAME/TENANT BOEING COMPUTER SERVICES CAFETERIA SUITE # BLDG 11 VALUE OF CONSTRUCTION - $ .200 000.00 ASSESSOR ACCOUNT # 262304- 9075 -00 TYPE OF • New Building • Addition If Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Stora,e 0 Reroof 0 Remodel residential 0 Other' DESCRIBE WORK TO BE DONE: TENANT IMPROVEMENTS: CAFETERIA BUILDING USE (office, warehouse, etc.) OFFICE NATURE OF BUSINESS: ADMINISTRATIVE OFFICES AND TRAINING WILL THERE BE A CHANGE iN USE? I7 No • Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 30,000 Tenant Space: 3 228 Area of Construction 3 228 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 11 No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER TCW REALTY ADVISORS ADDRESS CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # KBINTCC1600F ARCHITECT ADDRESS 400 SOUTH HOPE STREET, LOS ANGELES, CA KB INTERIOR CONSTRUCTION 4055 LAKE WASHINGTON BLVD, KIRKLAND. WA LPN ARCHITECTS & PLANNERS. INC. >f�rMflW THE SAMF:> PHONE (213) 683 -4200 PHONE 889 -9400 EXP. DATE PHONE ADDRESS LPN /1127 P E ST. SUITE 300 CITY/ZIP SFATTI F 98101 CONTACT PERSON R TERRY JOHNSON PHONE _583 - 8030 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES ZIP 90071 ZIP 98083 10/30/90 583 -8030 DATE ZIP 98101 PHONE 583 -8030 COMMERCIAL . . . . . . . NEW COMMERCIAL • • • .. ... Completed budding permit application (one for each structure) , - : ASSessrac:Aeocitint Number Two sets (2) of the foliowing Specifications StructuraJ •• • • ' • . • . . • . . calculation hY;;AWilshingtOti:Sta4 I • • • • • • . . J Energy calculations stamped hy41.:WashingtOkppata.tioen• • engineer or archtect ..... ::.W.oiicleigi:inlivings,:stainped.bya.Washlii■gtOri.ls!ate a,thjtOct which Include Site plan 'Architectural drawings • Elevations . . . . Completed utility permit application (one for entire proiect) Six (6) vets of clvd drawings ::NC1TE::::::See:iitil*/$0011:0/41,0tion 1 soil 4:0090 . stamped hIng ton Sbtite liOanded.engitie0C RESIDENTIAL smenrawrgamor MM. NEW:SINOLEfAMILYDWELLIFIOS/ADD Completed building permit application (one fOr"::00eketA4 Aocount Number. Twa •AsopBsoi.. sets.(21.of racking drawings which Include Site i..;r4■■■■ FOUlitiaiion plan .. • include aziossio belying, .•. • Floor plan dlqnpth a Roof plan • • • • •:• Building elevations (all 4ews) • Building cross section ttamitio plans 0 Washington State Energy Code data ".• Completed utility permit application Six. (6) sets of site plans showing utilibee ::. NOTE:: BuildIngsite plan and utility site Plan may be cOnOlnec4 ufflity permit application and checklist tat Specific sqbrtlttal.efgartatnaats::: . . . .. Adc*tional topographical and soils may psquinscl unieue...::; site condidons, • . . : . . : SUBMITTAL CHECKLIST RE Compkted bulking permit application (one tar each tmcturo) Narraiyo 04iscribino:lixistiottroofi,matesialbeirlkyemoved,fin ... . . . . :::• letter Is required Ortor to final Inspection off of . . . .• I (fo f�?luC� ...M6c' Cut* 0( .. ,. i l t Architecture Planning Colt3- Oft )150 Project P oIH C 6.040,-COETEftbk Subject G A 6 too— �1 Project No. limo.. Date a .22-.1 By (j A P• ❑ Memorandum ❑ Telephone Record ❑ Note to the File ❑ To be Typed ❑ Minutes of Meeting i � 1 Notes INZIA WI ; 2 £ - T bN 4vApt ‘ice) qe TfP6 ) 81 �' 6O5. C� 6TVtx 146 Loa ONLY CUM PER Heal ZINC CORRIDOR 101 PATCH PANEL • • IFEE-i ' I ShaftwalliStairwaii DEr‘si Series 820 A 2•hoi-r nonturJo.ceafing, ncinconto„m:u raartitir,n io anclicise 5n.11,....:1./s containing p..lvziiottl. .stmt ;:onstruction Ihu Trio C.120 f2■6:e.m ccint;iett: " FirtIgutifc: Sr1.131■Iner Pr-tru-. pC c,r 6 C.; fe,:uus faced r.,n one wr.r. t...c)iayers !./"Cnore.tf; Fireuwara C GicPurr 2-HOUR RATED FINISHED ONE SIDE yr facing ilyeri instal!ed nufi2C.Mill rttcIy F.Peo 3rid trios °Nat 2fiin o c. coming Depth (in.) 2vz 4 6 . • Wail Thickness Cin,) 31/2 5 7 Series 621 !A inw.ve 620 ta :Otr s.izet wen a 'tit c;la CA . .!!" C.,./z;;F C ..um Ecicvd. 2-HOUR RATED FINISHED BOTH SIDES 13ce hOr..:o111.11 Or £U' anti erids 0.1S-II 24, ' 0 Frank.) Dtatn (m.) 2 4 6 Wail 1 hiC,I.X.eS •rli) 3 5 Villas 622 A ....,./verti cioviceP 1-rif f Lti 3 s1140, yel im.ir rN 1.4 ott tne 620 Tr e 6 S.iStem is IneC rj St ir (3./proc. ft E..:ipaiP 1-HR. 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SZ !AZ' . 11-a 1. .9 -,Ft '.0.91. .C. oa In earmy Op> .9t .01 inn 4•••••■••■••••■••••••* . . • .. • . , LOL s...,9.'••;et: • • ; , :te ;.zi, • open " sz • .9 •:'• • •••• • " .1Sdr cm:14,)%lufl uoomeo Jo Dols onis .o .11z . ;,... 139 JO 0g9 FP1J9S • ••••• 1 .*03t9, 1 3i...5.9%7,4 csoimp.s. iAc 03:111;j. Pm 3 t:,1;s;t1 md F. 11 .1a7: I iSIY twm ea:vow:a W ;rz suppola acqv • . -`, ooc go 01.17' ' • tit • .:SEC . . Vo„ i C;ti. • • van 41 .1 4 • AiSg0 . •.. • ;;;•• • ' • .!•' • E 19 •••• ' ' 0961 69Z' ". E9ri ...9C0* 7 • (jrC9 " 69E' • - t 91Z" t Lzo• 1 .- 9Z x 9 • • • •• 69L, • • /.6r; • OW I. ;'," ; • e0 , otx.tr ..• _jar, ••• • 6nit' • 4.1" La./..9" • , e-115777 : 77 .77 . 7- 61 - F - ( 3 .7: d • ...••• L • .••• ILL • •• EEC • 6fig *•':9£0' .,.•••eb Ot•x eTTF : ....• tfrt ;1177. "•••:•• • • sr* • • . •• . • . • • jo . P.Pta.I.Je!to?S.:= ** *.S.'•••• , •: ....,.(r.; • s • • • • • • • 1 • • • y 1 .. lendodadir uolloopunuquaty , :logetatfoir c tutl - /sofa .;• S 11 Mi / 233....Ipmswasmc AENERAL NI TE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 1988 EDITION - ASTM'S LATEST EDITION LIVE_LQADS ROOF 26 PSF FLOOR 50 PSF A 20 PSF PARTITION 4IND,....80 MPH, EXPOSURE B SEISMIC ZONE 3 V = ZIC W /RW = 0.3*1.X2.76 W/8 = 0.1376W EQUHDATIQN , 'SOIL BEARING 3600 PER ORIGINAL BUILDING DRAWINGS DATED MAY 11, 1979. CARL IN= ELeCE=CQNCRETE 'Cc= 2000 PSI (6 SACK MIX) PSI FOR OAST -IN -PLACE CONCRETE - MAXIMUM WATER CONTENT 5.2 GAL /94 LB. SACK OF CEMENT. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS'SHALL BE IN ACCORDANCE WITH UBC AND ACI CODE 318 -77. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE WATER. - FOR •ADMIXTURE SEE SPECIFICATIONS. MAXIMUM SLUMP 4 INCHES. REINEQRQING_BTEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A616 -78, GRADE 80 (ty= 60,000 psi). DETAIL STEEL IN ACCORDANCE WITIT "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES UTRUCTURAL_WEEL ALL WORK IN ACCORDANCE WITH "RISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -38 (Fy =38,000 PSI) TUBE COLUMNS ASTM A-500, GRADE B (Fy= 46,000 PSI) MACHINE BOLTS ASTM A -307 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26G FOR CONCRETE. APPROVED EXPANSION ANCHORS MAY DE USED INSTEAD OF ANCHOR BOLTS IN CONCRETE. CONFORM WITH ICBO APPROVAL FOR EXPANSION ANCHORS USED. ALL WELDING TO CONFORM WITIT AWS 01.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. YIMUER 8X LUMBER D F M) (Fb=1350 PSI) LUMBER NOT NOTED TO BE.. ...... ..D.F. 02 ALL LUMBER SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER -- LATEST EDITION" AND EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED FROM THE STRUCTURAL MEMBER. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITIT STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS TO BE COMMON NAILS, UNLESS INDICATED OTHERWISE. NO SUBSTITUTION OF OTHER SPECIES FOR DOUGLAS FIR ALLOWED. 2ECIAL_CQNDLTIQNS CONTRACTOR SHALL'VERIFY ALL DIMENSIONS IN TOE FIELD AND SMALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 6' C. . . e__ Loma /1 ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N.E. CCATTI C WACUTur_rnu ne11 e DWN: IV. W, ENG•D: R C,R", JOB NO: DATE: 2" 2z1)( SHEET ...iii .... .1 I .: OWN: N. W.. ENG 'D: ec «,v. 0 wAs,-;0 .0 4;0 0 44, I , 4 . ol i;rt° TE - s ,' k Ati.%\l/ , . JOB NO: DATE: ENGINEERS NORTHWEST, INC. 6869 WOODLAWN AVE. N . E . SEATTLE, WASHINGTON 98115 SHEET I • i" eFza fe- - re /3 14/I 2 .S/q) •••• - NOV. KI / x 21 1 L ap_ 1S COL,.. wt...t, a To /.1w 6M CLJ 7 . EXIS7 sLaz 4 PT0 , FOR i1/41 EAA.I /- 0" G '0" A m7# p7• IN I "7 * 5 E1VV, J- 492 -04 May 15, 1979 McCann Construction Company, Inc. P. 0. Box 88314, Tukwila Station Seattle, Washington 98188 Attn: Mr. Ed Hunt IC HART & associates inc. GEOTECHNICAL ENGINEERING GEOTECHNICAL. ENGINEERING Re: Subsurface Exploration. and Geotechnical Engineering Study Proposed Building No. 11 at Southcenter.Corporate Square Corporate Drive South Tukwila, Washington Gentlemen: We are pleased to present herein four copies of the above re- ferenced report. The report contains the results of our field explorations and laboratory testing together with engineering .recommendations pertaining to,footing foundations, allowable bearing pressures, floor slabs, structural fill and site pre- paration. Field explorations consisted of two 'Dutch cone probes and five test pits which revealed the site as underlain .by, pre- existing fill materials overlying loose to medium dense alluvial silts and sands. Compressible soils were disclosed in our explorations which could result in rather large magnitude settlements due to struc- tural loads. However,. with proper site preparation including sequence of construction, the post - construction settlements could be limited to a tolerable amount and shallow foundations _utilized.. We appreciate this opportunity to provide you with these en- gineering services and would be pleased to discuss this report or assist you with any further aspects of the project. Sincerely, & ASSOCIATES, INC. WAYNE A. ERICSON Geotechnical Engineer cc: Leason Pomeroy Northwest Attn: Bob Kacel MacDonald, McLaren, and Hammond, Inc., Attn: Tom Hammond WAE : cb RECEIVED L eason Pomeroy N.W., Inc. DESIGN SERVICE BUILDING, 1910 FAIRVIEW AVENUE EAST, SEATTLE, WASH. 98102. (goat 324.9530 SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING STUDY PROPOSED .BUILDING NO 11 AT SOUTHCENTER CORPORATE SQUARE CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON 3- 492 -04 HART-CROWSER. &. ASSOCIATES ,, INC. .; 1910 FAIRVIEW AVENUE EAST SEATTLE., WASHINGTON 98102 J- 492 -04 TABLE OF 'CONTENTS INTRODUCTION SITE DESCRIPTION SUBSURFACE CONDITIONS GEOTECHNICAL ENGINEERING STUDIES: CONCLUSIONS AND RECOMMENDATIONS General Foundation' Considerations Site Preparation Use of On -Site Soils Structural Fill or Backfill Settlement Considerations Shallow Foundations Slab -On -Grade Floors_ .. RECOMMENDATIONS FOR ADDITIONAL GEOTECHNICAL SERVICES LIST OF FIGURES Figure 1 Vicinity Map Figure 2 Site and Exploration Plan APPENDIX A FIELD EXPLORATIONS Dutch Cone Probes Test Pits Groundwater Levels LABORATORY TESTS LIST OF FIGURES .Figure -1 Principal of Dutch Cone Penetrometer,: Figure A -2 Dutch Cone Soil Classification Chart Figures A -3 Log of Probes through A -4 P -1 through P -2 Figures A-5 Test Pit Logs TP -1 through A -7 through TP -5' 'Page- No., 1 2 3 7 9 10 11 . 3 14' A -1 A -1 A -2 A�3 A -3 J- 492 -04 SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING STUDY PROPOSED BUILDING NO. 11 AT SOUTHCENTER CORPORATE SQUARE CORPORATE DRIVE SOUTH TUKWILA, WASHINGTON INTRODUCTION This report presents the results of a subsurface exploration and geotechnical engineering study for a new office building for Boeing Computer Services. The proposed structure would be Building No. 11 in the Southcenter Corporate Square project. The new office building would be located along the south margin of Corporate Drive South approximately 350 feet west of its intersection with Andover Park West in Tukwila, Washington. The location of the proposed building and the explorations accom- plished for this study are presented on the Site and Exploration Plan, Figure 2. The purpose of this study was to assist in the design of the structure by determining the general subsurface conditions at the site from which conclusions and recommendations for .foundation design and construction could be formulated. The scope . of work included field explorations, laboratory testing, and geotechnical engineering services. This report has been prepared for the exclusive use of McCann. Construction Company, Inc. for specific application to the above referenced project in accordance with generally accepted geotechnical engineering practices. No other warranty, expressed or implied is made. Field explorations consisted of two Dutch cone penetrometer probes and five test pits. The probes were advanced to depths J- 492 -04 Page 2 ranging from 26 to 39 feet below the existing site grade while the test pits were advanced to a maximum depth of approximately 13 feet. Field exploration procedures and results are pre- sented in Appendix A. An interpretive soil log of the test pits and probes are presented in Figures A -3 through A -7. Laboratory testing consisted of visual classification of each sample, water content determination, grain size analysis, Atter- berg limits, and a consolidation test. The laboratory test procedures and results are also presented in Appendix A and elsewhere throughout the report where applicable. SITE DESCRIPTION This study has been based on preliminary architectural infor- mation provided by the Leason Pomeroy Northwest, Inc. The site is located along the west margin of Corporate Drive South. The site is generally vacant with a portion of the site being used as a storage area for construction materials used for pre- vious building construction. The • ground surface is generally flat and was firm at the time of our explorations. However, a depression approximately 3 feet deep and approximately 50 feet in diameter was noted in the western portion of the site. The approximate location of this depression is illustrated in Figure 2. The bottom of this depression was wet and soft at the time of our field explorations. A pile of concrete rubble was noted along the north edge of the depression described above. The site topography has been modified by the placement of fill materials. The present ground surface elevations across the site are generally on the order of 24 to 25 feet. Site elevations prior to recent filling in the last year are on the order of 22 feet. J- 492 -04 Page 3 SUBSURFACE CONDITIONS General near - surface geology within the project area consists of recent alluvial deposits. However, these deposits have been covered some time in the past by various fill materials. The alluvium soils include normally consolidated sands, silts, and clays. The soils exhibit gradation which is common to meandering alluvial deposition, resulting in intermittent lay- ering of cohesive and granular soils. Alternating layers pre- dominate throughout the depth of explorations on the site. The behavior of the building foundations and the site development considerations are directly influenced by alluvial soils en- countered within the depth of the explorations. The subsurface conditions at the site were evaluated from two Dutch cone penetrometer probes and five test pits. These ex- plorations were located approximately as shown on the Site and Exploration Plan, Figure 2. The subsurface conditions as re- vealed by these explorations can be summarized in the following description. Fill materials were encountered in each of the explorations. Generally the upper 2.5 to 3 feet of these fill materials are in a loose to medium dense or medium stiff,and moist to wet condition and are believed to have been placed within the past year from related construction of other projects within the immediate vicinity. These upper fill materials generally con- sisted of silty sand and gravel to sandy gravelly silt. Underlying these most recent fill materials the soils disclosed in the explorations generally consisted of previously placed. fill materials. We understand the source of these fill mat- erials may be from existing hillsides to the southwest of the vf J- 492 -04 Page 4 project area. These fill materials generally consisted of a hard to very dense sandy silt to silty sand material. However, in test pit TP -5 the upper 4 feet of the previously placed fill materials was in a soft to medium stiff and moist to wet condition. These fill materials generally extended to a depth of approximately 9 to 11 feet below the existing ground surface as disclosed in the test pit explorations. A thin grass line denoting the base of the fill and previous ground surface was noted in the test pit explorations. The underlying natural soils generally consist of soft to stiff clayey silt and sandy silt. These soils generally extend to a depth of about 15 to 16 feet below the ground surface. These silts are underlain by interbedded medium dense to medium stiff sands and silts that extend to the maximum depth of the explora- tion, 39 feet below the ground surface. Groundwater was not generally encountered in the test pit ex- plorations. However, slight seepage was noted from the upper fill materials at its contact with the underlying hard to very dense fill materials. The depth and location at which slight groundwater seepage was noted is indicated on the test pit logs A slotted PVC plastic pipe observation well was installed in Test Pit TP -2 and extended to a depth of 13 feet below the ground surface. Subsequent groundwater observations of this well in- dicated a water level of about 9 feet below the ground surface. Groundwater level fluctuations could be expected to occur during changes in rainfall, temperature, or other physical factors. Groundwater levels typically rise in this locale .during the late winter and early spring months. J- 492 -04 Page 5 GEOTECHNICAL ENGINEERING STUDIES: CONCLUSIONS AND RECOMMENDATIONS The analyses and recommendations presented in this report are based in part upon the data obtained from the two Dutch cone probes and the five test pit explorations. The nature and ex- tent of these variations may not become evident until construction. If the variations then appear evident, it, will be necessary to reevaluate the recommendations of this report. It is our understanding that the proposed office building would consist of a two story structure with plan dimensions of about 85 by 195 feet. Based upon conversations with Mr. Tom Hammond of McDonald, McLaren, and Hammond, Inc. we understand the struc- tural loads for isolated columns would range from approximately 30 to 106 kips. Floor loads are anticipated to be relatively light -and would'be on the order of 50 to 75 pounds per square foot. The planned first floor elevation would be about 24 feet .or about equal to the majority of the site elevation. Therefore it would not be necessary to raise or lower the existing site grades significantly in order to accomplish the proposed con - struction. Exception would be the shallow depression within -the building area requiring fill placement up to about 3 feet. We understand that a 30 inch high soil berm would be constructed along most of the building perimeter. This berm would consist of on -site soil materials and generally range in width from 5 to 12 feet. In the event that any changes in the nature, design or location of the building are planned, the conclusions or . recommendations contained in this report should be evaluated and conclusions of this report modified or verified in writing. In particular J- 49 ? -04 Page; 6 General Foundation "Consiiderations raising of site grades or floor elevations could result in post - construction settlements greater than those indicated in this report. The proposed building area contains about 9 to 11 feet of pre- viously placed fill material. Underlying these fill materials the silts and silty sands are compressible; normally consolidated soil layers which could result in settlement under applied loads. The presence of the existing hard to dense fill materials above the underlying compressible soils and maintaining the existing site grades near their present elevation are beneficial. The thickness of fill material would act to distribute the footing loads and decrease the stresses applied to the underlying com- pressible soils. Therefore we estimate the total and differential settlements for isolated and continuous footings to be less than one inch and inch, respectively, provided they are construct- ed according to subsequent recommendations. Additionally, since the planned floor elevations would be at or near the existing site grade and the floor loads would be relatively light, we estimate settlements produced by the floor slab would generally be less than : inch. The presence of the local depression in a portion of the building site will require special treatment prior to footing construction. This preparation should include initial filling and possibly surcharging prior to any construc- tion. Recommendations for site preparation are presented in subsequent sections of this report. Based upon the subsurface explorations, the existing fill materials generally appear to be suitable for support of shallow foundations below a depth of about 2.5 feet. However, as indicated in test pit TP -5, loose to soft pre - existing fill materials extend to a depth of about 6 feet below the existing ground surface at J- 492 -04 Page 7 that location. Therfore, to minimize potential for post -con- struction settlements due to inconsistencies in the fill, shallow foundations should be placed on a minimum thickness of densely compacted structural fill. Recommendations for depth, placement and compaction of structural fill are presented in subsequent sections of this report. Site Preparation We anticipate stripping would be nominal except for removal of any surficial vegetation and miscellaneous debris. Such deleterious materials and rubble should be removed and wasted. Some excavation may be required to establish subgrade elevations and for overexcavation beneath footings as outlined subsequently. At the time of our field explorations the upper 2. feet or more of the existing fill materials at the site were in a loose to . medium dense, and moist to wet condition due to infiltration of rain and random placement procedures. We expect these con- ditions to persist during the period of construction. As such the upper fill materials would not provide adequate support for foundation units, floor slabs, or pavement in their present condition. Therefore, we recommend in conjunction with site grading and preparation, these soils be recompacted as struc- tural fill to a dense non - yielding surface. Periods of dry weather would be required for such compaction. Recommendations for treatment of in -situ fill materials, suitability of the on -site soils in regards to compaction, and recommendations for placement and compaction of structural fill are presented below and in subsequent sections of this report. As indicated previously, a portion of the building area is now occupied by a shallow depression. This depression is approximately J- 492 -04 Page 8 50 feet in diameter and approximately 3 feet in depth. The ground surface exposed in the depression was generally soft and wet at the time of our field explorations. Therefore, as part of the general stripping and site preparation procedures, we recommend that this area be treated prior to initiating fur- ther construction. This preparation should include removing all near - surface soft, wet soils prior to any placement of fill materials to bring this area to subgrade elevation. Placement procedures, compactive effort and the field densities of the existing fill at the time it was placed is not known. For this reason we recommend that the exposed subgrade soils in the building and parking areas be rolled with a relatively heavy (minimum 6,000 pounds static weight) vibratory compactor or other suitable equipment. The compaction equipment should make at least 4 complete coverages over the proposed building and paved areas. This process should continue until a dense, non- yielding condition is achieved. We recommend a density of at least 95 percent of the modified Proctor maximum dry density (ASTM D1557 -70) be obtained within the upper 12 inches of the exposed fill materials within the building and parking areas. If prerolling of the fill material does not produce a firm, non - yielding surface, we recommend the existing materials be overexcavated and replaced with compacted granular structural fill materials to a depth necessary to achieve a firm, non - yielding surface. We recommend that prerolling be observed by an experienced soils engineer from Hart - Crowser & Associates to make an assessment of the actual field conditions and to per- form density tests subsequent to the prerolling and compaction operation. J- 492 -04 Page 9 Use of On -Site Soils On -site soils excavated during site grading and building con- struction would consist of existing fill material. Suitability of these fill materials for use as structural fill and the a- bility of these soils to be prerolled and compacted to a dense non - yielding state would depend on the gradation and moisture content of the soil when'it is compacted. As the amount of fines (that portion passing the No. 200 mesh sieve) inc 'reases, the soil becomes increasingly sensitive to small changes in moisture and adequate compaction becomes more difficult to achieve. Soils containing more than about five percent fines cannot be consistently compacted to a dense non - yielding con- dition when the water content is greater than optimum (the optimum water content being that which results in the most dense condition of soil under a given compactive effort). Based upon the test pit explorations, the near - surface recent fill materials generally consist of silty sand and gravel to sandy silt underlain by older sandy silt fill materials. All of these materials possess a relatively high fines content. The moisture content was near or slightly above the estimated optimum for those soils at the time of our explorations. Thus, the water content of fill materials is considered very critical and would have to be closely controlled during any filling, compaction, or prerolling. The prerolling and placement of the on -site soils as compacted fill would require strict compaction con- trol. It would be necessary, in our opinion, to compact these fill materials during the dryer summer and early fall months. If rain occurs prior to or during prerolling or compaction, it may be necessary to scarify the upper soils and allow them to dry sufficiently prior to continuing compaction. J- 492 -04 Page 10 Once the building and pavement areas are sufficiently compacted, we recommend that provisions be made to protect the moisture sensitive soils.. Generally movement of construction equipment and vehicles across the property during wet weather conditions may result in significant disturbance of the near - surface soils in the form of rutting, softening and destruction of surface drainage. To provide a working surface for equipment during wet weather conditions, we recommend that a granular mat be constructed of well- graded sand and gravel with less than five percent fines. Structural Fill or Backfill All fill and backfill placed in the building area and beneath paved surfaces should be densely compacted and considered as a structural unit. Such filling and backfilling should be ac- complished after stripping and prerolling as previously dis- cussed. Structural fill should be placed in loose lifts not exceeding 10 inches in thickness and thoroughly compacted to a dense non - yielding state. A density equal to at least 95 percent of the modified Proctor maximum dry density beneath the building and paved areas should be achieved. Structural fill should consist of a well- graded sand and gravel material. The maximum particle size within the structural fill should be about 6. inches. As previously discussed, the on -site materials range from silty sand and gravel to sandy silt mat- erials and there use as structural fill would be subject to strict moisture control. During wet weather construction use of the on -site materials would be severely limited, in our opinion. We recommend the fines content of the soil used for fill be limited to less than 5 percent based by weight upon the minus 3/4 inch sieve using the wet sieve analysis and be J- 492 -04 Page 11 non - plastic during wet weather conditions. We alsorecommend that structural fill placed beneath column footings consist of an imported, well- graded sand and gravel containing no more than 10 percent fines if used during dry weather and no more than 5 percent fines if placed in wet working conditions or during wet weather. In other areas the fines content of the fill may be as much as 30 percent when placed during the dry season and provided the moisture content is within + 2 percent of the optimum. � We recommend that an experienced soils engineer or technician from Hart - Crowser & Associates be present during prerolling and placement of structural fill to observe the work and perform in -place density tests. Settlement Considerations The presence of the shallow depression within the building area would predicate the need for filling this area prior to building construction. Placement of structural fill in this depression would result in settlement of the underlying, naturally occurring compressible soils. Placement of approximately 3 feet of structural fill in this depression may result in settlements on the order of 11 to 21 inches. Therefore, to prevent any post - construction settlements that may jeopardize the performance of the proposed building, we recommend that these fill materials be placed in advance of any building construction. We recommend that these fill materials be placed at least 3 weeks prior to footing construction. In order to advance the time period neces- sary for the anticipated settlements to occur, surcharging of the area may be considered desirable. Placement of approximately 3 feet of surcharge fill above the planned floor level in the area of the depression for a period of approximately one week J- 492 -04 Page 12 would reduce the anticipated post - construction settlements to a tolerable amount. The limits of the surcharge fill should extend at least five feet in each direction beyond the present edge of the depression. The on -site fill materials could be used as surcharge fill. The planned construction of an earth berm around the majority of the building perimeter may result in post - construction settlements on the order of inch, due to consolidation of the underlying,- naturally occurring, allu- vial soils. Shallow Footings The use of shallow foundation isolated spread or continuous foot- ings is considered suitable for support of the proposed office building. Based upon the planned floor elevation the footing excavations would most likely be in the existing recent fill material. Because of the unknown degree of compactive effort applied during placement of this fill, we recommend the foot- ings be overexcavated to the hard or dense, previously existing fill material and that the footings be underlain by a minimum thickness of densely compacted imported granular fill. Re- commendations for the characteristics of the structural fill have been presented previously. We recommend that all footings supporting loads equal to or greater than 65 kips be overexcavated to a depth equal to k of the footing width.and backfilled with compacted struc- tural fill. For footings less than 65 kips, the overexcavation and backfill should extend at least 18 inches below the base of the footing. However, it is imperative that the excavations for the footings extend to the hard or dense, pre - existing fill materials. Based upon our test pit explorations the depth to these materials was generally on the order of 2k- to 3 feet J- 492 -04 Page 13 below the existing ground surface. However, as indicated in TP -5 in the western portion of the building, the depth to the hard, pre - existing fill materials may be on the order of 6 feet below the existing ground surface. The horizontal limits of the footing excavations should be defined by a line extending at 1 Horizontal to 2 Vertical from the base of the footings. The hard or dense in -place fill mat- erials at the base of the footing excavations should be com- pacted to minimize disturbance during the excavation process. Imported structural backfill beneath the footing should be compacted to 95 percent of the modified Proctor maximum dry density. Based upon these recommendations, the footings could be de- signed using a, maximum allowable soil bearing pressure of 3,000 pounds per square foot. The allowable soil pressure could be increase. .y up to one -third to accomodate transient loads from seismic forces. Isolated spread footings should have a mini- mum width of 24 inches and continuous footings a minimum width of 18 inches. Continuous footings supporting non -load bearing walls may have a minimum footing width of 16 inches. The base of the footings should be located at least 18 inches below the surface of the floor slab for interior footings. Perimeter footings should be placed at least 18 inches below the adjacent exterior grade or the surface of the floor slab, whichever is lower. Based upon these recommendations, we estimate that total and differential settlements for isolated column foot- ings should not exceed 1 inch and 3 inch, respectively. Slab -On -Grade Floors The floors of the proposed building could be constructed as slab -on -grade placed on prerolled in -situ soils or compacted J- 492 -04 Page 14 structural fill. We recommend the floor slab be underlain by a minimum 6 inch layer of clean granular material to provide a working surface and a capillary break. We believe a suitable granular layer would consist of a clean well- graded sand and gravel in which the portion smaller than the 3/4 inch sieve would not contain more than 2 percent fines passing the No. 200 mesh sieve as determined by the wet sieve analysis (ASTM D -136). We recommend that the site grading be sloped to carry surface runoff away from the building. Roof drains should also be discharged away from the building foundation. Drains should be provided in low or depressed areas which may occur as a result of landscaping or any other reasons. RECOMMENDATIONS FOR ADDITIONAL GEOTECHN ICAL SERVICES It is that Hart - Crowser & Associates be provided the opportunity for a general review of final design plans and specifications in order that earthwork and foundation recommenda- tions may be properly interpreted and implemented in the design and specifications. It is further recommended that Hart- Crowser & Associates, Inc. be retained to provide geotechnical engineering services during construction of the excavation and foundation phases of the work. This is to observe compliance with design concepts, speci- fications or recommendations, and to allow design changes in the event that subsurface conditions differ from that anticipated prior to the start of construction. VICINITY MAP J- 492.04 MINKLER BLVD Moy 1979 Joe No, SUBJECT a 1.4 romp J Wage. oge. ENGINEERS- NORTHWEST INC. P.S. 8869 WOODLAWN AVE. N. E. • SUITE 205 SEATTLE, WA 98115. (206)525 -7560 • FAX* (206) 522.6698 JO© NAME teige. PL -t4.✓ SHEEP of k7Y. - ----wa ' .sGUb 1 (a r j3 11 new ele .9 �kodrs y/ le) c4f7crk oe.) cal • 9 )4/2 x 9 „ile e e "y' /co co "At; c. 19G� l7d'' /�'� / 77X free BATE . $ ^9/ �i4YP ?VST 644 C 4 // .FOP 1119 Cc1�Z�oH ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 622 -6698 JoB No; SUBJECT DATE / � ^ 9f SHEET OF BY ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 • SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 522 -6698 Joe No. ' SUBJECT DATE z/2 ai SHEET BY Joe NAME - C -S 1/ W OF Engineers Northwest 6869 Woodlawn Avenue NE, Suite 205 Seattle, Washington 98115 c =aa=b = =m-:o =cam = =c�a_ -... = == a .. -.. -. . ....= = Units : US Standard -AISC Code Checks :,9th Edition ASD Shear' Deformation: No P -Delta Effects Redesign Edge Forces Node No . X -Coord -•- - - (ft) 1 0.00 2 25.00 Material Label 1 1 Section Label I J 1 1 - 2 W14X211 : No : No No Elastic' Modulus - (l(si ) 29000.00 Database Shape ,, RISA -2D (R) Boundary Conditions Y -Coord X -dof Y -dof Rotation ( ft)---•--( in, K/ in )---- (in /i,n)-- -- (r,K-- ft /r) 0.00 R R 0.00 R Poisson's Ratio 0.30000 Matl. Set 1 I Releases I J Unbraced Lengths No Node Node Lb -in Lb -out Lc (ft) (ft) (ft) Version 2.01 Thermal Coefficient (F)----- 0.6 5000 Area (in °''2) 62.00 No Node Node Section i y z x y Sec Weight Yield Stress Density (Fy) - -- (K / f t 3) - . - -. - -- (Ks i.) - - -- 0.490 36.000 Moment of Inertia (inA4) 2660.000 End Offsets Sway I J Length (in)--- -- (in)- -..- -- - -(ft) 25.00 K F actors In Out Job Page Date Temp. • (F) -• 0.00 • 0.0c :1 As y/y Coef 1.20 Bending Coefs Cm Cb Member Point Loads 1: DL LL 1 2 3 4 5 6 7 8 9 10 • 1 .DL LL 2 3 4 5 Load Combination i 1 : Nodal Displacements Node Global X (in) 1 0., 2 0.00000 Load Combination .is 1 t Spring Reactions Node 1 RIBA-2D (R) Version 2.01 Engineers.NOrthwest Job Woodlawn Avenue NE, Suite 205 ..Page Seattle, WaShington 98115 • .Date 4. = • BLC Basic Load Case Load Totals No.. Description. Nodal Point Dist. Memb 1 J No Node. Node Direction Magnitude Location (K,K ft.F) (ft) 1 1 - 2 Y -95.600 4.000 1 1 - 2 v -94.600 20.000 LC Load Combination X HY ,Basic Load. Case Factors W. N No. 'Description . Gray- 1 2. 3 4 5 • 6 V • Global X (K) 0.00000 -, 1 Global Y •in) 7' .-040000 • Global (K) 99.22 2 Rotation . (rad) 0.00813 0.00820 Moment (K ft) 940000 RtSA -2D (R)'Version.201 Engineers Northwest 6869 Waodlawn Avenue NE, Suite 20 Seattle, Washington 98115 j. :=== == = ==== = = ==== =a= === 2 Tot'a l s Load Combination is 1 : Member End Forces ' Global X (K) 0.00000 CO.00000 ===rate== === 1-End ==: =sue'= Nodes T J Axial Shear (K) . (k;) ,. 1- 2 0.00 99.22 Load Combination AISC Code Cheoks .,,= = == = == = = == = • Global .Y (1C)' 90. 97601 490.20001 mac:: :nom ei�. J -End Moment A:ai.al Shear Moment. (H:- -ft) (1 ?) '(1<) 90;98 0.00 .Moment (K -4t)' 0.0.0000 0.00000 0.t 000 'CCCCCCCCC000CCCCCCCC 0 CC CC0CCCCCCCCCCCC CCCCCCC "" CCC. CCCCC ° CCCC CCCCCCGCC CCCOCCCCCCCCCCCCCCCC 0.802 0.722 0.641 0.561 0.481 0.401 0.321 0.241 0.160 0.080 0.000 0.00 2.50 5.00 7.50 10.0012 .5015.0017.5020.0022.5025.00 Node ° 1 Location Along Member 1 (ft) Node 2 zber: 1- 2 Section: W14X211 (All units are Xsi and Feet) in 25.000 )ut 25.000 16.052 fa 0.000 21.600 (Comp) 21.600 fb 16.129 14.480 Iv 6.441 • K -in 1.00 Cb 1.00 Secondary? No WindiSeismic? No X -out 1.00 Cm 0.85 Sidesway. No Appendix C ? No XL/r 73.60 F'e 71.19 AISC Unity Checks MAXIMUM COMBINED : at Location : . 74Load Comb 1 7 0.747 per AISC Sec H2 20.080 Max Shear Chk: 0.447 at Location: 0.080 Options: S =Shear M= Moment D= Deflected U =Uni ty Enter=Summary Esc =Qui t MEMBER DETA Load Comb 1 Meth 1 Property : Length : Max Shear : Location •: Min Shear : Location : Max . Moment: Location Min Moment: Location Max +Def I : Location : Max -Deft : Location : Max Unck : Location : • ILED ANALYSIS ; 1_ 2 1 25.; ft 99.22 0.00 - 90.98 20.0 0.00 0.00 - 454.88 20.08 0.0000 0.00 - 07150 12.75 0.7467 • 20.00 ft Copyright ( Unit Check Options: S =Shear M= Moment D =Deflected U =Unity Enter = Summary Esc =Rui t JOB No. Jon NAME SUBJECT ` r S OV Ue '4 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N, E, - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522-6698 .eLr cf lt DATE SHEET OF 8Y. MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. k 1 - 2. 2- 5.32 - I B -91 — — .. o Z . CC) 3.390 Pt 4 i l. w ,rte �-..t Ee Z8 76 C L i - 5 —9 d 2S 139 4 5 44 C) `-/9 / (JP ( 2) ,/ l 1 i � 1'�M.P 231991 t ; 1 11 ,a.1 , C n ath U G �: YIt>.7 f riu, \tC��i `t�aTlrn:. T EXECUTIVE OFFICES —"' Ae1 � ''° . 3220 -17th Avenue West '• Seattle, WA 98119 (206) 282 -0666 Fax (206) 282 -0710 MAILING ADDRESS LOCATION ViIJ \ ' 1 y\ 1LDi; -' �J 1 ` �., BYPORTEO �1L ANI _5tA REVIEWED Ad, 4Dodjov‘ 6 ) c LP A) COMPRESSION TEST RESULTS PERMIT , �'. .' NUMBER �y. ' "tF AATT (� PROJECT VCI '`+rk t C\ ENGINEER PURCH. ORD. NUMBER CONTRACTOR TEST EQUIPMENT ID NO'S. AND DESCRIPTION e0.\ T� 1- 6 - ASTM TEST METHOD NO v._ X DATE 03 _Ca WEATHER CAST w i PLANT STRENGTH fc ZO TYPE LE 4 x I"Z CEMENT C'SE AGG. FINE AGG. ADMIX PROPORTIONS CI Lbs. lSl Sacks /Cu. Yd. ❑ lbs. ❑ In. Max. ❑ lbs ❑ Pe (Not Certified by P. T. Lab) TYPE OF CEMENT ; SLUMP TICKET # SUPER PLASTICIZED SLUMP MIX # SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED DATE SAMPLE APPLICABLE CODE AND SPEC.? BY BATCHING SUPERVISION? RECEIVED POUR LOCATION AND NOTES .. tr) O QT L. w1s ,'► WAIL TRUCK +, a r i we • !i 6i-re C CG /JV Ccic°tc3 4 // �� C� •/Cf a4-t at cL! &. 5 4# C J 6• fL enreo -- c. H ET.K€39 8Y ? Certified Report by Pacific Testing Laboratories CR 89-2 I : NUMBER CR 5 412 5 PREVIOUS RPT. NO TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 6-c? DATE 3- 2 1 - 11 CERTIFICATE' e' Z,- L'S'4r, NUMBER // �� Ins AIR %; QUANTITY 14; )C CC.GZL a S -LC rAz tact l Cu Yd WORK CONFORMS YES ❑ NO ❑ "This report is provided for the information of the client only, The reproduction of this report by any method and Its transmittal by any manna to a third party without the written permission of Pacific Testing Laboratories is prohibited" -This certification attests to the accuracy of the results obtained from the actual lest performed andior observations made within the delined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other assoaated work or a warranty of design or wor ity of the specification, uirementa." APR - 9 1991 DATE [EM APR161991 CITY OP TUKWILA PLANNING DEPT, PROJECT: ali o . � £' , PERMIT NO. , S SITE ADDRESS: ?-) _ I M ' ►l.�' r �� -c'�r � DATE CALLED: / - / DATE WANTED: 5 -- / �i -- 7/ '. ..- �� TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: ,�,� Aa,j -P , n, b 7h. REQUESTER: PHONE NO.: G 3-D-679 _ �,,._.' _> INSPECTION R ULOMMENTS: - ( 6 h -- G..- /r7/ -..4^ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 Ak INSPECTION RECORD V 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 • i PROJECT: / , / / , 411..l i PERMIT NO. r SITE ADDRESS: _ � `,e j TYPE OF INSPECTION: ' SPECIAL INSTRUCTIONS: ni ir;a 1 DATE CALLED: +/ '' /7 DATE WANTED: ', -- - Cam. iiraillit REQUESTER: 6117 PHONE NO.: 5 ,- _ INSPECTION RESULTS /COMMENTS: _ ---- , .- - - OS k � � ' ..- DATE: 5-7 -7 INSPECTOR: � \; , CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ;IC ` ' Al ' I PERMIT NO. I C % SITE ADDRESS: ' ' , ' ! 6Y i 1' rt)17' eic DATE CALLED: TYPE OF INSPECTION: 1 , 6 2 U� pvLOL- .) DATE WANTED: 4 30 -9 c SPECIAL INSTRUCTIONS: REQUESTER: (, �;,, PHONE NO.: y ' i INSPECTION RESULTS /COMMENTS: INSPECTOR: DATE: ¢' 54 - l ................ k INSPECTION RECORD CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: /60 (! (,P ad9 ) / PERMIT NO. Zo 46 q SITE ADDRESS: 1 .: 92I /1 S .f ' i = DATE CALLED: ; .5 ... a ... 22-- - c " . i TYPE OF INSPECTION: 61/ ' DATE WANTED ► � SPECIAL INSTRUCTIONS: .,. REQUESTER: irk PHONE NO.: 5'75 c?-Co 5 INSPECTION RESULTS /COMMENTS: 6 1A 1 6 g t_i i coNvLe ( • INSPECTOR: _ --' c..) L.. ,•.-. i--- DATE: 2• { /q / CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 �s / ^.a r, 4>u•,.,..r. r+mrri. r .,<rx .. ,:.., ... ..,..... a., �..,....,.._...... ............,.....,. .,..............,.........,« .. «..,.. ass, INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: i: . ,., . /5 . / AT 4 PERMIT NO. SITE ADDRESS: , .3 / 04 A 4A.7 ilt ).„ 1 i a... DATE CALLED: ---- 426 q I TYPE OF INSPECTION: /Z f DATE WANTED: REQUESTER: / 3-7 q / ■ , I N n v i i . SPECIAL INSTRUCTIONS: PHONE NO.: , 3.?/, q INSPECTION RESULTS/COMMENTS: • k • A....4 N-u-L6L ( • eu NE . (k . c. '124 0 ...- 01 '•.3--; r cv-k-r • bi--L.-A-y-4J_ Ai INSPECTOR: 4— — DATE: 3 * 7 1 CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: j ■�� �,♦/�, IIIIIM ' l G.../ PERMIT NO. (D 5' SITE ADDRESS: ' 7$ 41 IA I aI P ) DATE CALLED: TYPE OF INSPECTION: d y j�,,,I,_ DATE WANTED: ( . '" SPECIAL INSTRUCTIONS: 1V/ (44 jiL't U. �/ REQUESTER: 'J i " t 1 c (R) PHONE NO.: '15 - 3 ?l INSPECTION RESULTS /COMMENTS: s r oru - ‘) cr , INSPECTOR: `,GI DATE: 1 CRY of TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 "rises :.t)l.'IUn1:n:lsuxw+rwr.:r�. CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIOINI RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 i, PERMIT NO. film PROJECT: r 1 SITE ADDRESS: • • • •; .► br 5 DATE CALLED: 3 ' • TYPE OF INSPECTION: � l'")( I y1 DATE WANTED: - • ) itifi SPECIAL INSTRUCTIONS: REQUESTER: `YY\ lic 'Da • • PHONE NO.: "' INSPECTION RESULTS /COMMENTS: J..- C...61.,4.,R,C ( -ur- -. -- tti. t ' C Q INSPECTOR: DATE: :~°'1 "rises :.t)l.'IUn1:n:lsuxw+rwr.:r�. CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIOINI RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF T.UKWILA • BufidingDivision 8200 Southcenter Blvd. . Tukwila, WA 98188 ' 433 . 1845 3/5/9 ( • Job Address CORRECTION NOTICE 375 Coya,e, ,DR The following items are found to be in violation of efeHfrailee ._.' -4 and shall be corrected. 5Hf/2c /J4 (S 5Hc)W k/ Signed Building Official /inspector r."' . ; „Pwsi71,3's,M4rtt : t .. ” 'r it s "kw `.r' .,.a wu;.i i .D4 ,� 'w;'.. , , s ,:. K,.�,.: ✓iY.. �,: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name L",., < Address 72'; •' t Retain current inspection schedule Needs shift inspection PLANNING DEPT. Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits :' Authorized Signature Control No. Permit No. 4 7 Y -' s Y Suite # _.___� Date an . usen, Mayor FINALAPP.FRM T.F,D, Form F.P. $5 " REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION. NOTICE ISSUED 1 Footings 431 -3670 X 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing • 431 -3670 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 X 11 Shoring 431 - 3670 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 • 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) I:S U R- u l 11 * r is ruvi i INSPECTION RECORD (Post with Building Permit In conspicuous piece) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 375 Corporate Dr S SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: Boein Cafeteria CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - II structural slab or If underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAIUNG - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before Installation of wallboard. Baffles must be installed to keep attic ventdatbn points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type ca!n often eliminate problems, delays and misunderstandings as the project progresses. mumo MAY 16 '91 11:39 LPN ARCHITECTS (206)583 -0708 (P FACSIMILE/TRANSMITTAL COVER SHEET LPN ARCHITECT$ & PLANNERS, INC. /ROYCE A. BERG A.I. 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 583 -8030 (206) 583 -0708 (FAX) DELIVER TO: COMPANY: FAX NUMBER: NO. OF PAGES INCLUDING THIS COVER SHEET: .2 ITEMS ATTACHED: AfPRoV fu me DATE: ,".. / 4,—q I TIME: r--3(4 PROJECT NO: NW q/!20 2.. LPN PROJECT: /0,2 , MAY 16 1991 r Ub Tth.vVILA - PLANNING DEPT. lUkwriol t ` e' I SENT BY: I - If you do not receive the Indicated pages, please call the above number. Thank you. // P.1 /2 r / i -a / WI/ Are ape . rpy OrZai 1541, 1 .* ! J P!' .1 0 41 t 7 711 r .../10 of' - r .M _ .r ..-.. •" ' • 7w1 ane • r8" I 3 '.10 3/4' TV4' Ibui~ 1 ixeu. G5tu446 `>D 1 Mittvs . V O6 A 1 Aso CL!>tAV.6 u 16' -0' 6' NICK CAIN PAD w/ 3. E.W, Xfs 04 PAW 'ID '(M1'(4 FOO 16 1, 0 ' I "IHT lb ' bl 11; db Lr HK! 1l I LL I b l GLIB J bbd" I J (I Jb Yw Fd[Rr _d 1J MAY Z 61991 t I Y OF . 1 uKvviLA PLANNING DEPT. -- r • __ �..� SECOND FLOOF V-D kroWS As $ A l t-T S O- 59€P !1 •319 e' t-t1 W ►TN , i bN N SO►J s -17 - 11 I / 16 2' ' 111 U4, '1 � DI Of - 4-C70 FIRST FLO,I FEB g iBi id: L pIV ARCH ECl'S X2051 X83 -��� 5NCINEEF S- NORTHWEST INC. P.S. 6869 W040LAWN AVE, N, E. • SUITE 205 • SEATTLE, WA 98115 • (206)526.7560 • FAX # (206) 6224688 Joe No, Joe NAME .,••••••.• • ...`.- DATE BUB�eOT. A te .......: - �...... _ H EE1' oa .._..,,_... BY • • • ' ,, ' ' ■•••••• . e • r ... •••1••••1rY.∎••W ••••w,..yl I . cu7 U 1 L FE „B.2 5..1991 • t1 FP'r'. ..� •••••••••' f• ... ..... ••••4 • P.4)4 It ••,. I .r. .•. itite I frP� ledePOU , 4 %,;�7 • . % ; 7 ea.” 10 G44 i- ' 4,c,. 741 / 00./ VZ et- • CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -056: Boeing Cafeteria 375 Corporate Dr S PHONE # (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME P T O THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ('` 7 o 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior 4 to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 8. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9. Readily accessible access to roof mounted equipment is required. Gary L. VanDusen, Mayor Boeing Cafeteria Page 2 10., Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 11. Dining room shall have occupant load capacity posted near main exit from room. U.B.C. Section 3302 (c). 12. Call for shoring inspection prior to removing of existing column support. Shoring to be installed in accordance with detail designed by Engineers Northwest, Inc. P.S. 13. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report. 14. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 15. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 16. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. PLAN CHECK # Q I - CI,E2 PROJECT Cc aisteIA REQUIRED INSPECTIONS i.AN REVIEW COMMENTS Ve' t '''.k kgp. u _ a % 1 g 4' al 92Q o y 23. $ = 9 .50- 18. No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (298- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plane shall be posted at the Job site prior to the start of any construction. When special inspection is required Dither the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copley of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. All structural concrete to be special Inspected (Sec. 308, UBC). All structural welding to be done by W.A.B.O. certiflod welder and special Impacted (Sec. 308, UBC). All high-strength bolting to be special Inspected (Seo. 308, UBC). Any new ceiling grid and light fixture Installation le required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced If over eight (8) feet In length. Readily accessible access to roof mounted equipment Is required. Englnoeroed truss drawings and calculations shall be on site and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. X Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations gNen in the soils report • -- prior.io 4laaUnspoc tlonr(ssaattaohed•procedure A statement from the rooting contractor verifying fire reterdency of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State egulatione for Barrier Free Facility (1990 Edition). All food preparation oetabilshments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desire Inspection date. On work requiring Health Department approval, lt is the contractor's responsibility to have a eat of plane approved by that agency on the Job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such Identification shall be issued by an approved agency having a eervico for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure le in addition to any requirements for special inspection. All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special Inspected per U.B.C. Section 308 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authortty or violate or cancel the provisions of this code shall be valid. 1 Footings X 2 Foundation 3 Slab /Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 61.10 p.1 rv�t 12 13 X 14 FIRE FINAL 15 PLANNING FINAL 16 PUBLIC WORKS FINAL x .17 BUILDING FINAL PLAN CHECK # Q I - CI,E2 PROJECT Cc aisteIA REQUIRED INSPECTIONS i.AN REVIEW COMMENTS Ve' t '''.k kgp. u _ a % 1 g 4' al 92Q o y 23. $ = 9 .50- 18. No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be Inspected by that agency, including all gas piping (298- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277 - 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plane shall be posted at the Job site prior to the start of any construction. When special inspection is required Dither the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copley of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being Inspected. All structural concrete to be special Inspected (Sec. 308, UBC). All structural welding to be done by W.A.B.O. certiflod welder and special Impacted (Sec. 308, UBC). All high-strength bolting to be special Inspected (Seo. 308, UBC). Any new ceiling grid and light fixture Installation le required to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced If over eight (8) feet In length. Readily accessible access to roof mounted equipment Is required. Englnoeroed truss drawings and calculations shall be on site and available to the building Inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. X Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations gNen in the soils report • -- prior.io 4laaUnspoc tlonr(ssaattaohed•procedure A statement from the rooting contractor verifying fire reterdency of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State egulatione for Barrier Free Facility (1990 Edition). All food preparation oetabilshments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desire Inspection date. On work requiring Health Department approval, lt is the contractor's responsibility to have a eat of plane approved by that agency on the Job site. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear Identification showing the fire performance rating thereof. Such Identification shall be issued by an approved agency having a eervico for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure le in addition to any requirements for special inspection. All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special Inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special Inspected per U.B.C. Section 308 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authortty or violate or cancel the provisions of this code shall be valid. Dear Sir: City o : Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206)575 -4404 Fire Department Review Control Number 91 -056 (512) Gary L. VanDusen, Mayor March 4, 1991 Re: Boeing Company B.C.S. Cafeteria - 375 Corporate Drive, Bldg. #11 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) City oC Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. City oc Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number Gary L. VanDusen, Mayor (NFPA 13, 1 -10.2) (UFC 10.305(b)) 4. Kitchen ventilating systems collecting and removing grease and smoke shall require type I hoods. Kitchen ventilating systems collecting and removing steam, vapor, heat or odors may use Type II hoods. 5. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 6. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire P eGention Bureau cc: T.F.D. file ncd ENGINE • R S- NORTHWEST 1N . P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 SEATTLE, WA 98115 - (206) 525.7560 - FAX # (206) 522.6698 Joe NO ....,o __JOB NAME __ jc. SUBJECT I SHEET DATE / /c ,/ OF 11 f if i 1:''e• 1 -f' ;3 . Nt_�•r't w ".t 6f739 ,J1-1,-1d e: %'dt'1 1r r'tivt I Llt �..IL': y.:)t {:�1d� .l•:ci' 1 i'11)1, r i IBC. 1'1i_I.j :4•::A , Tl.J r•. r.i_A'.1: EXISTING COLUMNS .. ... •.!t.!.. :'�>•4T3. tr:.i4 C1:':..... .- ....... ... ,... ... "T,'.!sS!.. ..'.0 r' ,..a7: �. �. AL....,... Uh1t s Op 1:i ri i- •I) . l t 1a :) f f kt':: j Podrti=;3.gi1'- I'Io ./� �wl II 1T•c,J CI, 00 25. t)0: I ?br1 1'1c.`d0. u :-13TEIELY 2� t ii , 0 0.0 . :riftapt t414 X'211 . .1,—. V .. r �. ..1•' r • �/ 1 .. 11 'f `'iii;' . T% r ;, t ; �; ) Uc+ ()e.) US `:,ta ci 9 41z fc��l i,1; i. I_' )i ASD hb� . .' NO on'' ui 7I1i -v r14��. 4t`:lyl'')'e Yi t1d Stirl`s • (d c'. {. j. C1 f %� G ;{ j 'J e' 7 I' hi; �' "' I � :. 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To 1 ::aI4) 0. • I£3sN2C }r a1 0.0000c;) 1/01/130 \1,d c:i ::..... r «•e. » .. . i `1C 11r1 n: a.. .. .;izv: ....- ,t:- ..,.... i:'. J'•E:• }'jt; .:c.a:. ,'tries No I. ..f f .'1:'I. ci1. .:l`r.:.:U» ! "1 r tti' +t: Il'f:` A.`: . 4 . 41 Sh E.idf t t.!•,J ..... _.._ �1.,, )•.... .,.»' tl' fi t, ) - .,. (1! ) ....•..._..._ - (Ia J. LI.• __ 1, 2 0.00 ')9, -0.00 0.00 E39.313 O. 00 1 ..1:'%KCi r::o5 rob :i 11(1'; `L t :'I'r 'L Co 1 > 1 Nod es Me lob e • 1'u r '1;e r s — -- — ._.... _.___ .... ....•.•n_.__._ �Fei?.t •.. ; MO : i rr'n.u\, • c;' 1. !.; • 9.•■'.Z 3/4 L Shear • • i • �� 0,7270 r.) .. (: oo _... 0 , . . t.) .. 4J :9:1':1 0.727Q 0.0000 0 . 4455 MEMBER DETAILED ANALYSIS Load Comb 1: Eekb 1.: 1- 2 Froper►tu : BEAM Length a x... X . Max Shear Location Min Shear . Location :ax Moment: 0.00 1i-ft Location 25.00 ft Min Morten t; -446,72 E-ft Location : 19.95 ft Max 4Def i Location Max -Defl Location Max brick Location Options: uwe a r 98,82 E 0.00 ft - 8933E 20,20 ft 0,0066 in 6,00 ft -0.7190 in 12.63 ft 0,7333 19.95 ft S =Shear M =Morten t TL �.,_�..,..e._ Shear * Deflected. 3 hape Moment 1,0 AIMIIM Unit D =Deflected it =llni ty Enter=3uwMarg Esc =Qui t r9 6869 WOODLAWN AVE, N, E. - SUITE 205 • SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 522.6696 JOIE NAME., f f. rf i 4-t 1,.( d� G� SHEET OF Su9JECT . „.„ BY DATE FEB 25 '91 14 :25 LPN ARCHITECTS (206)583 -0708 FACSIMILE /TRANSMITTAL COVER SHEET LPN ARCHITECTS & PLANNERS, INC. /ROYCE A. BERG, A.I.A. 1127 PINE STREET, SUITE 300 SEATTLE, WA 98101 206 583-8030 (2 08) 593 -0708 (FAX) DELIVER TO: 7)6,r i COMPANY: FAX NUMBER: DATE: TIME: NO. OF PAGES INCLUDING THIS COVER SHEET: 4' PROJECT NO: NW ciim.k LPN PROJECT: ITEMS ATTACHED: FROM: SENT BY: P.1/4 If you do not receive the Indicated pages, please cal! Marie at the above number. Thank you. ''`FYI 2� ' 91 14:26 LFSN( 'ARCH! tkCTS " 593- 070d'' ' ' t �� ' DATE ,__ __ Pi~tO.Is r NAME lakit �t bajler ra t mmwmmeem•AM.IMmomM ADDRESS 3i5 GAtrefftelt 1~.,. .V,. S. IL .._ .»..... CONTACT PERSON ,a.MeL 1 i MT ;W......,,.... AK i'HXTE .'1 OK 1NULNb.P-1t 1,,.•9'111 PERMIT NUMBER (It pr►9 ioaly issued) PLAN CHECK NUMBER. 'PIPE OR RE'VJSION: ,.— .....tr g+� -�l' — pi AVA t CITY OF TUKWILA 6300 SOU' `HC1NTtR BOULEVARD Tc1KW L.A, WA 98188 * * REVISION SUBMITTAL * * roMmoolaMMMOmMI SHEET i1 t 13ER(S) ' or highlight all aroas of revistoas and data revisioL s. SUBMITTED TO: P.2/4 FEB 25 1991 c:i Y y Of TUKvVILA PLANNING DEPT. ? Mr .. - .. wum.H.h FEB 25 '91 14:26 LPN ARCHITECTS (206)583 -0708 'TO: ATYN: JOB: FAx TRANSHissioN COVER SUEET NUMBER OF PAGES 7 (COVER SUEET INCLUDED) .»....- ._,..,._._ ....._..,... P,3/4 SPECIAL INSTRUCTIONS: �M' qtr co 40 iP YOU 01D NOT E ALL PAGES INDICATED ABOVE, PLEASE CALL, AT (206) 52$ 75 r l i CIVI 0 ENGINEERS NORTHWEST . 6869 WOOOLAWN AVE. NE, STE. 205 FEB 25 1991 FAX (206) 522-6698 tiTY OF TLIKV%ilLA PLANNING DEPT. • FEB 25 '91 14:27 LPN ARCHITECTS (206)583 -0708 NG NEER - NORTHWEST INC. P.S. 6$66 WOODLAWN AVE, N,E, • SUITE 205 - SEATTLE, WA 98115 • (206)425.7560 • FAX # (200 8224698 J UG NO. ,.,. NAME .r,.._. .,..._._._.»....... � DATE SUBJECT._ ..__�_.��- -.-- �..__� . SHEET ...___...... • r i • r 4 , r f r ie. 1 - 2. .e C4 BY _r .... ..� P.4/4 Off: ;, 74 cs"-ca ,o/e0 • �� 4 ENGINEERS— NORTHWEST INC. P.S 6869 WOODLAWN AVE, N.E, - SUITE 205 • SEATTLE, WA 90115 - (206)525.7560 • FAX # (206) 5224699 Jos No.._.,._.__. __._Jos NAME � � 1 SUBJECT •c1 6 (S, /.4 Z-. .e / 04 • 0 4K. Gd / 4) /tix ;Z 1 I r M / a sF- eo( , , 2 F( f G /6 ,4;1 /p 2. PG Ak'S ft of IVA CIT YQFT I UKWIlA FEB 6 1991 Aor . . PERMIT CENTER F s ,� NAL EO DATE / _. /$ "' °mil SHEET OF SY ttj 11 •'•-t• NI l: ' cdr'369 .pin •7.al i ■•I,UI.1. !y'JI: Ilt i'_ 'i'll. t ��.t �.; ,.' ..'.'..' E.X ]. ST i NO . _..'.. .... .itat.- r:•t- ' •tr. rs...,.. _ _...... »...._... v. ...'sst+. .';rar•r _sar r.. .... ;. �. ........ _...... . -tl; rr r..:. .... ._.. ._'. :si:7:.r »......: Ur'tsi t 01) on : ,:s'1.;3 +•: CI t ; tar 'fcir.rnaiiotlX •nt 11: to % :: i r'e‘ P6des.;igr,. I' 'i :'I t r'ttr.t . ] /(:) 1\l >::,:ttJt1C;.ry .(;t• r r•'t n�i �x l +, rtl:� X - f.:,. :, •lr•'1 : '•,' .1r ri X.. 1 Y •.d, f Rut :a 4 Tet t''f 'l •,.. _ _r• .••_. I. 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E3. : :4l11 0. VC'C :)I)C7� r.i'.l } ?''�'1i 0 1•il «1 ":i1Li�:,:�; tw O'311 Wt:ICI i j ;S'.ilT : tb s..,,,� %' :% , ' 1 I30 Via NEW. L 1_/a► I TO rr:r'L C:' 1STING COLUMi IS r�l_�c1t: rs ?. X e5.00000 • i :.t:c1143 •:'•,Il/.! CH) L6c. `h'r,,r ir1;t . rirt itr. E I•I d:l • r 1 :0! t� � ; y Z, , . ., . ' . 1 Y 1•I.. P11 li Chit. l +•rJ. ►'d'•.. i .;f i` . ! a; 1 IYd•IJYi r•'.ay0: 1 /tip, /13o 3 `i 139. f":3 GCaO 1 es., 2CiOO 0.00000 0.00000 d 4 ±7 . 1. �t:�' f+ J -E d M . ~ • ; tr,,n }GIT'F' Ax ct l Sh•laY P1r�nri -r'tti 7:13, ;32 '•0 OQ 0 139.30 t?. 04 • t I ' :. n i,S 11 .: ..� - 1-. /••1•. • I•„. • $IZ f: e.?Y t�. 0:�t:ita�� �.�. ":�C.��r� , :f. F�'3.) �.T :7L� i:'. Qra! �G ^ c'). � '14 55 MEMBER DETAILED ANALYSIS Lead Comb 1: Mem1 1 _ 1 - 2 Prue 'pertu BEAN Length 25, ft ix SItea�n : uocation kn Shear Location Max +ref I Location Max -Defl Location . .ax Moment: i3_�, E t Lacatia /�5.00 d t Min Moment: -446.72 .1 -f t Location ' 19.95 ft 1 1 1 98.82 X 0.00 f t -89,38 X 20,20 .ft 0,0000 in 0,00 ft - 0.7190 in 12.63 ft TL 7 Shape Shear ar Moment Deflected Unit Hai Lirck 8,7333 Check Coca 1995 ft Options: y Moment D: Deflected U:Uni t Entei:Summary Esc :Qui.t �� f r �n� , S �l3ear� t� t� � ENGINEERS- NORTHWEST INC. P$. 6869 WOODLAWN Ave, N,E. - SLUTE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 522.6698 JO8 No., —Jon NAME C. ...... r OW DATE . -- - . SUEJEOT , es l ,..7 !y �Ct• / SHEET of BY O2/19/9] 15I12 FAX 206 431 36P :5 C * * REVISION SUBMITTAL CITY O��Fy� {Ty(.y� XWILA r L \ i ER 6300 SO TH BOULEVARD 'I"t1 KWIL.A, WA 7 Q8188 DATE 2.11 PROJECr NAME f t r.Ra ba r- n ADDRESS r' 5 Gb (�i1�1t _ P�Y jam_ 1L CONTACT PERSON 1I Gf ._._._ PHONE q 3` AKCHITEC:•1' tall t NUtNt:.ER • • • i \ a PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER c /►� -• +_•• - - TYPE OF REVISION: $4, ,,,... a ►' e✓.i y ( 3 l`�'�Z t"+►ta ri _ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMTrrkiD TO: O;,3 ITEM —..------........---............— COMMENT —..._ ....— 1) 3-1.432. vEttir A.alker Efgz, wsi:ItAiet-U40031._ _ 1xi4P4.b1 QUM "QaT61-..A_Li6TED AJ4 Pitl_n__Iiag -4MLAinrreg: (11Liti.__MJAPAMIN ar_Z.141_:_ Fizeme. AtIV goczE2Egellegl 2 .1___332ALADE_AtibilL. g'-)TEG 611 IWAttitileArzta_. _ ___ _61 (tri,u,)__CotAa6t.trair„Aa_Atice) Crthmt4 11112A6E.IY-Ate. c10141 4,_IRzepoics 13L66Eota_LfAvl 343nD cFs_r AsUal.)Aeittit szAt5e_SNO$1 11i.± twoot.co 1.1444 va ezz____ .„.5...53001DEZazrAilla..nasic,•J_ITO_Ckes4 . ___Tromptledt .22cW6 DO 4 T (-31-0A-AM.:EgAivt_Al1, AT c2fdtorr t DeTAILlitTED.MAQ_C_WIAICAILCAUS,.._ 1 i.n.50104 IIVOL:Comf-lfattilii .A A.kcstitAla...614n flarnkRa&tOtAte CA: F.146:citkel CiZglArtS,____ ___71.4anC.560.1.4C% ____. 1._13aS21DS 1REAtIA4ILE_CLIfi-afa* IMVIXILUZL4.•_CIAL0254 Alla_11101-Uttl ---Mariii AirttiletTMAL.SLIAUIEWL.2:E/444.0:“.1012Z-40 At.4-cLvt4t_PW) V? 12e000_1 I C : :• '' 1 a I g I ikn ! AMMAN 1 k NP_CoMitala. etiDti. , . , • • _ T---- • 02 15 !11 FA): 206 431 3665 To); pitrs vioRKs CrrY OF TUKWILA Department of Community Development - Building Division Phone: (200 4314670 [PREPARED PLAN CHECK e- ADDITIONAL INFORMATF,JN REQUEST "DRESS: S _CgmfopAti ‘21_16tzti. 4)002 PLAN CHECK NUMBER 6 11 - 0 6(4 6300 Southoenter Boulevard — #11 Tukwila Washington 991i DATE TRANSMITTED: jatipzLaL_____ THE FOLLOWING CORRECTIONS AND/OR CLARIFICATIONS ARE AEOLIIRED 70 COMPLETE THE PLAN REVIEW wire RESPONSE RECEIVED d. C �o441tsot4 TITLE: t't`S".aC r COMPANY: LPN AEr.A -k i FAX NO. 004 / x63 - 8030 ANN 'ReO1 r....tJt) 11-06(0 IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Bo ard, TWcwila WA 98188 CITY OF TUKWII.( 'PERMIT CENTER FAX TRANSMITTAL DEPARTMENT: TITLE: FROM: "Sehle icTO lZbet DEPARTMENT ��.U. .11LQNC DtV. FAX NUMBER: (206) 431 -3665 SENT BY (INITIALS): • DATE: Ic Fe 59 ad? s Office: (206) 431-3670 06/16/90 CITY of TUKCWILA Department of Community Development - Building Division Phone: (206) 431-3670 PROJECT: zo .tt4ci f6cs afelevA ADDRESS: -.-/s• tqcsafix r �I� e CJ ' �YA tt • DATE TRANSMITTED: 0� ��� (� t THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM PREPARED BY: PLAN CHECK ; 'imODITIONAL INFORMATION REQUEST G1 i-0 ` D DE At4 WISTMTI (.011 z/1-2/61 t L 2 E ect.04..wr QLGT. 'OETa1L. Ae Lists() As.sEM CmNr) stionto F L2 al.- ; .. 1. owl. CauMN 'b 'RASE 'F'XarIE CvFh- iEC.T[aN. 2/00 I 44y teixerk 4 ue��_ T4(L CAN � LAN� tb TempneAR Sgsett4q. T14114 )LD a tt 0E. p( opoS t Lu-LA -AM: lal • • 4ot s vgoEtope.D. COMMENT 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE: 1 TO 'REAM AND EXISTUNICI CoOLLUvfrtS . L PLAN CHECK NUMBER Ar Zut) Rix*. 'T @� tU N E �IUE'�C2S 'fit.. SS,��'(Ua o 1 t1►1.�. CAL .'s A% p (p4,a_atir2_Gcgtvsin_mmfrzwzo DATE RESPO SE RECEIVED: nea Li CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ' eit.4C ta c , ADDRESS: 0",s. cot>r'y^hAm°m.. ott, ,s. SLOC4 y 11. DATE TRANSMITTED: 'q epr S 1 THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM 2 4. PREPARED BY: PLAN CHECK � ADDITIONAL INFORMATION REQUEST COMMENT ?oU I C�E 1Derom.. OF H42. year bl44FT Fog. 4Vtitt4Et4 1-k On SsAI4Air2rokicr, e- oc - Th.M4 , At LtSTa o AsySeM - .. ANo o 1404 Zoo SDI... -r 'i.1C L gores ©N ORA31NC . 6{4010 RECD it ED Lt )el-CIS 509. NEu) C Lutvit i TO 'BEAM AWE) CoLt MU Tb S WAIS Cot-MEe.TVON 'I al 13A6t Foe. Lf t4c 63aoo PLAN CHECK NUMBER 6 11 - 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 eeLl )1c More Ai '6t4o(2-Mci v le& C bTFDASooe) W4164 CALL, '7 fitOOIDE 'READABLE. COI' ES of 4 3t 1?txruRM CA145 AND 1NCLODE �T�tlGttl EI4c E R.S 'e41.. l 1 4 ,19,t,L CALCs Qi4n 'WAILS veoecOpEP. DATE: l Q C5ter DATE RESPONSE RECEIVED: ZZ 'fi PLAN REVIEW „idisij CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: DATE: OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY EXITING REQUIREMENTS OCCUPANCY NOTES PREPARED BY: 'eorett.ic 'M CP CA*E;TEC.1A. 31 C.Qe AVE bQ. . 14.$cl t _1 . Vt a Me Rtetd► 4 2631 DETAILED REQUIREMENTS us. 1 .. PLAN CHECK NUMBER c1 I 2IC,o 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 tt C. BUILDING HEIGHT /# OF STOR f lai FLOOR AREA G+Ro AIQ.P.A op NtvU) C 4& + 11i 0:. 2 ArmAA►. OCCUPANT LOAD Cats 24hr Q2.M. 0261 O /t5 ICA w <I� ?Co 2 u) %e7 � . ` 60 • - fit arm iescw t l N. ' 2'54. 1(16/60 = 3, a�. exti u otu .Fr MIVAS Cliterk a %liapeD r (z) litai2. 3 ins. 0. K. — (n241.1.V j 5To 2. t)' Sp AEA 'SOWED Sti 'TM° 1T vC1c . 7 4-10 Oe K p s 1 t5 ilog3 etc. 33 A ee TYPE OF CONSTRUCTION r � liti0 PART V, CHAPTER 23, U.B.C. W.S.E.C. 1%1G6 11Na�dWE�R. F�UtaGiET' a�K. 'PACaI" a-Cn -- ?veCt2T5r.3zpt�t "Du>{j. CHAPTER 51 -10, W.A.C. DATE: 4 MI6 I CITY OF Tl1KVl11LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: - FsceN 'i , GAxere t/is. ADDRESS: 575 COQ .P. 1) - S. DATE: '4. Fe Ci °I N K. 1 WC.. X z ' bT4L 1 LLou,) t • (04, nQ0 q OOO ( 4000 PLAN REVIE. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PLAN CHECK NUMBER °I1 -- 0S CO* E S V vime4 Z6SI l' .Q. te, 560 CAF Ft.R. 15 6SF Tortict. %4720 66F = A-3 05 4 = -+a cco. IlASIG - ecoo 4 A -S cco. 1506i6 coono tt) ton. , ovlep 4 Stow too70 scot)* maxi ' -rb ____2(3._ tWG. rext. marl stroll l loo ‘P 114K. _X � --, r DUAL OP CAFE a tAk VAT UiW .D SE CON5c o 4-3 Gem A Prepared by: • 1: .1 TilECT VICINITY MAP Avammmeminmmas BAINB ISLAN PA HY. e/AY PLAZ 7-10• REVISION ii SOLITE IC EN T( II DOLIOLETHEE PLAZA 7-153 Li 7-112 ri 1=1 LI-1 7-1600 1:30 C DM) On 7-154 NOFt1 COTIPORATE 7-150 SQUARE 7-159 ocs 0 EDUCATION --A Et TI NG 111 .11111111111ft 0) LOCATION MAP *P AiareOnrnmr...•,..■ - _A A V."' ..1.•■■••■•• wo •.A • 0,,,•''' SOUTHCENTE11 LILOV TUKWILA PAI1KWAY •110 I 0 -- LIME I I1 4 OLVO 7-..) 1 DOUBLETITEE S BLVD ••••• r=1 7.15c 7-G00 COF1P SOUTH • • . 7-113 7. 4 1 MATIFVOT KENT tvIINKI_EP . 9; er‘ ` ..S171T' -- t --a 0 (It MIDLAND 01 THILANO 011 I 0 irn I -J) BY TRAVEL Ci 7-52 ,1•••■••■• A - -- IN TON GREEN rum; VA_ 181 LLEVU 1 RENTON 40 LIESIDIINCE INN ••■■•••••••••■•■•■• STAN DAR / 7 // /7 / f/ . / LAKE SAMMAMISH RTH LONGACTIE: 1\ 0 DC EING ELE :TRONICS INN 1111111111111111111111 R E V I S I O N SYMBOLS 7E-E111 SUPER PLAZA TU MLA, WASHINGTON ABBREVIATIONS GENERAL NOTES • EQUIPMENT/CUSTOM CABINETRY / 240e roia•••• TIfECISTERIO WT. . AIR STAT OfWAS INGTON ACCEPTABILITY rS DESIGN AND,OR SPECIFICATION IS APPROVED APPROVED 8r DEPT BUILDING DATA OCCUPANCY: ,A-3 PROTECT AREA: 3231 SF CONSTRUCTION TYPE: VN SPRINKLERED CODE:1988 U.B.C. NUMBER OF STORIES: 2 JURISDICTION: CITY OF TUKWILA ZONING: C.M. (INDUSTRIAL PARK) FIRE ZONE: III SEISMIC ZONE: 3 1 SHEET INDEX T-1 A-1 A-2 A-3 A-4 A-5 A-6 A-7 • A-8 ; • CC-1 CC-2 ce,3 CC-4 TITLE SHEET/GEWERAL NOTES DEMOLITION PLAN FLOOR PLAN PARTIAL SECOND FLOOR DOOR & FINISH SCHEDULES FLOOR FINISH PLAN REFLECTED CEILING PLAN SEATING PLAN DETAILS ENLARGED PLANS & ELEVATIONS ENLARGED PLANS & ELEVATIONS DETAILS DETAILS K-1 KITCHEN EQUIPMENT SCHEDULE K-2 CUSTQDIANS EQUIPMENT SCHEDULE K-3 KITCHEN EQUIPMENT PLAN K-4 THRU-SLAB UTILITY PENETRATION PLAN K-5 ELECTRICAL ROUGH-IN PLAN K-6 MECHANICAL ROUGH-IN PLAN K-7 INTERIOR ELEVATIONS K-8 INTERIOR ELEVATIONS K-9 DETAILS ,. COLOR SCHEDULE PLASTIC LAMINATErAISELECTED BY ARCHITECT. 2. PLASTIC LAMINATE AS SELECTED B% ARCHITECT. 3. PLASTIC LAMINATE AS SELECTED BY ARCHITECT. 4. PLASTIC LAMINATE AS SELECTED D BY ARCHITECT. 5. STAIN AT LOUVERS AS SELECTED BY ARCHITECT. 6., PLASTIC LAMINATE AS SELECTED BY ARCHITECT. 7. VINYL BUMPER AS SELECTED BY ARCHITECT. By. Date...3 Permit No..... SUBTI FILE COPY understand that the Flan Check approvals are ,ubject errors and omissions and approval. plans does not authorIzethe violation of dlnance. Receipt of ctaitriiEfors 0 acknowledged. copy of a APPROVED SUBJECT TO ORDNANCE BY. FEB 5 1991 ATT 1: • -KING CO. BLIC HEALTH 1 • CITY OF TUKWILA APPROVED 'MA 1991 11 .4 BU NW, DIVISION erry0FTLIKWILA S ea- LART REviStoN SHE JO DWG NO • FEB 61991 PERMITCENTER T " ,90013 3 ATE DO 6000 4075 F1EV 7/83 Imitaimmascolonostmemommanneurm. ,• • 7- 9. c)F LVATION LvAT ON HT NH eR-F; 2a1AN Of .C;r1C7K1 aEc c21AsiNi NU1' OF 1:717. ' • H T AIN11■1 (E) 1 1. DEFINITIONS F g. r=e7C7G 01';Z Fz6zulf:91•11NT 'T CtiTe791ANN MIL-LkIC:AK e5y (2). 'e2e:22 A. B.S.S. FOOD SERVICE: BOEING COMPANY SUPPLYING DESIGN SUPPORT, STANDARD EQUIPMENT AND MILLWORK (CUSTOM CABINETRY). B. CUSTODIAN: BOEING COMPANY OCCUPYING AND MAINTAINING BUILDING. BOEING COMPUTER SERVICES WILL BE THE CUST1DIAN OF THE 7-111 BUILDING. 2. TI1E CUSTODIAN SHALL APPLY FOR AND SUPPLY ALL BUILDING, HEALTH, FIRE AND ANY OTHER PERMITS REQUIRED BY LOCAL ILIRISDICHONS. 3. THE FOLLOWING PACKAGE OF DRAWIN3S AND SPECIFICATIONS IS INTENDED TO PROVIDE GUIDELINES AND REQUIREMENTS TOME CUSTODIAN ;: ORDER TO AID IN THE CONSTRUCTION or THIS FACILITY. IF CHANGES TO ANY ELECTRICAL OR MECIIANICAL REQUIFE:MENTS ARE NECESSARY, CUSTODIAN SHALL INFORM B.S.S. FOOD SERVICE BEFORE MAKING CHANGES. VERIFY ALL DIMENSIONS IN FIELD BEFORE CONSTRUCTION OF CABINE111Y. 4. SEE SPECIFICATIONS FOR CAB!NET CONSTRUCTION. 5. BULLNOSE ALL EXPOSED WOOD TRIM EDGES WM1 1/8" RADIUS. 6. FIELD VERIFY EXISTING A:ONDITIONS PRIOR TO FABRICATION OF CABINETS AND MILLWORK. RiPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND cONTRAcr DOCUMENTS PRIOR TO COMMENCEMENT OP CONTRACT. DI1:13,NSIONS INDICATED FOR EXISTING CONDITIONS ARE APPROXIMATE. ALL CABINET FLOOR MOUNTED NAILERS AND BASE PLATES TO BE PRESSURE PRESERVATIVE TREATED. R. THE KITCHEN EQUIPMENT CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EQUIPMENT. MILLWORK, CABINETRY, AND MAINTAINING THE EXISTING BUILDING INTERIOR FINISHES AND CONTENTS. LOCATED WITHIN THE WORK .1 REA, DURING TIIE EXECUTION OF Ti ilS CONTRACT. ITEMS DAMAGED MUST BE EPAIRED OR REPLACED IN A MAN"." As_CEPTABLE TO TIIE OMNE.R. COORDINATE DELIVERY AND CONSTRUCTION SCHEDULE OF CABINETRY AND EQUIPMENT WITli BOEING FOOD SERVICES. 10. ALL EXPOSED SURFACES, PLANES AND EDGES SHALL BE FINISHED WITH PLASTIC LAMINATE AND WOOD VENEER EXCEPT WOOD TRIM AS INDICATED. 11. ALL WALLS, FLOORS. SOFFITS, BASES. AND CEILINGS SHOWN ARE EITHER EXISTING OR TO BE CONSTRUCTED BY CUSTODIAN AND AE NOT A PART OF THIS CONTRACT. THESE ELEMENTS HAVE BEEN SHOWN FOR REFT3RENCE ONLY. , 12. WHERE POSSIBLE, FINISHED FLOOR PROVIDED BY CUSTODIAN SHOULD 13E ROLLED-UP INTO TOE iPACE AT CABINE";S: OTHERWISE, RUBBER BASE SHALL BE PROVIDED BY CUSTODIAN. 13. REFER TO SPECIFICATIONS FOR COORDINATION NOTES. 14. PLAN DIMENSIONS ART TO PACE OP STUD UNLESS OTHERWISE INDICATED. -1 --- - .....m....... ARPROVE 0••••••••••••••••■•+••••• , • . i700 N MOE R iTo - I G42M tsium[6.g. ELX W0012 GL/ REFERENCE SHEET K-5 FOR ELECTRICAL SYMBOLS REFERENCE SHEET K:-6 FOR MECHANICAL SYMBOLS • 15. "GENERAL CONTRACTOR" REFERS TO TIM GENERAL CONTRACTOR OF 111E AF.CIIITECTURAL, M7CH., NICAL. AND ELECTRICAL WORK INDICATED IN THESE DRAWINGS. AtertffiEZAW FACILITIES DEPARTMENT A.F.F. A.B. ADJ. APPROX. AVE. BM. BTWN. BLK/G BLDG. CABT. C.L. CLR. CNTRSK. CONC . CONN . CONST CONT. CTR . D. DET. 0• DBL. DWGS . E. EA. ELECT . , ELEC . EL . , ELEV. EQ. EQUIP. EXIST. EXT. F.O.R.O. F.O.S. F.O.W. FIN. FIN.,FL.,F.F. FLR. FRP. GALV. GA. G.C. GrPBu., G.W.B. HGT.,HT. HORIZ. INSTAL. INT. JT. KIT. KEC. LAM. MFR.,MANUF. MAT. MAX. MEC9. MEM. MTL. MIN. MNTD. N.I.C. #,NO. 0.C. ,o/c O.F.C.I. PERIM. PEAS. FLYWD p .W. PMP . P P .T " REQ' O, REQ. R B. P...0. SI1T . SIM. SQ. S.S. S.V. STL. TPK. TYP. U.N.O. V.A.C.T. VENT. VERT. w. 1.1 AUBURN, WA. 98002 .1 EVERETT. WA 98201 KENT, VVA. 98031 [1 PORTLAND, OR. 97220 RENTON, • WA. 98055 SEATTLE, \NA. 98124 ABOVE FINISHED FLOOR ANCHOR BOLT ADJUSTABLE / AND ANGLE APPROXIMATELY AT AVENUE BEAM BETWEEN BLOCK ING BUILDING CABINET CENTER LINE CLEAR COUNTERSINK CONCRETE CONNECT ION CONSTRUCT ION CUNT I NUOUS COUNTER DEEP DETAIL DIAMETER DIMENSION DOUBLE DRAWINGS EAST EACH ELECTRICAL ELEVAT ION EQUAL EQUIPMENT EXISTING EXTERIOR FACE OF ROUGH OPENING FACE OF STUD FACE OF WALL FINISH FINISH FLOOR FLOOR FIBERGLASS REINFORCED PLASTIC GALVANIZED GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD HE HORIZONTAL INSTALLATION INTERIOR JOINT KITCHEN KITCHEN EQUIPMENT CONTRACTOR LAMINATE MANUFACTURER MATERIAL MAXIMUM MECHANICAL MEMBRANE METAL MINIMUM MOUNTED NOT IN CONTRACT NUMBER ON CENTER OWNER FURNISPED CONTRACTOR INSTALLED PERCENT PERIMETER PLASTIC PLUS OR MINUS PLywoOD i PANEL PRESSURE pRERERVAT•VE TREATED' REQUIRED RUBBER BASE ROUGH OPENING SHEET SIMILAR SQUARE STAINLESS STEEL SHEET VINYL STEEL THICK 14TYPICAL UNLESS NOTED OTHERWISE VINYL ACOUSTICAL CEILING TILE VENTILATOR VERTICAL WEST/WIDE WITH • ( - 11 II I II IIII 11111 III I !III 0 te THS INCH 2 ; 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. SEPARATE PERMIT AND APPROVAL REQUIRED I I I I 1111 I111 I III I 1111 I I I 1 11111111111111111111111 9 10 11 1444EP4°ER4W4Y 12 • ZO E 6 o - • ••• •?'". "." •-• ; • • • 111111,111111111111111111111111111111111111111111111111111111111111111111111111/111101111/11111111111111111.11111111111/111111111111111111111111111•111,1 11/11111111111111111q111111.1.11111,1,1_11!.11j11!liji,11.1!!!.1.1!111,111,1•110,111!,11,1,111,i, 11 111111111 111 1111 1111111111111111)/111111111111 '1 , • . . . • .• . • • , • . , 1.Criz. ICA L MEC NANICAL KITCHEN FAH. HCOD • =An 'TIE E TITLE SHEET/GENERAL NOTES'., 7-1 Super Plaza Boeing Computer Serv:ces Training Tukwila, WA ■ SAN 11 . 1 : 111 •••••■11.411..aantanip 1/011/0/011 0 co ••• 2 REVISION BY APPROVED DA +E � REVISION IIM - APPROVED DATE A UBURN 0 , WA. 98002 II EVERE'TT, WA. 98201 0 KENT, , � f ,+� a L1 R i , Y if 0'� • 9�?O3 FACILITIES DEPARTMENT Q PORTLAND, OR. 9 22a lai RENTON, WA. AO� 5 0 SEATTLE, WA. 98124 - � ACCEPTABILITY DRAWN BY DATE SUBTITLE LAST AEV►SIOP1 ;sYt1AtlAt DATE AN .. RCISMERE ''ri .• THIS DESIGN SPECIFICATION IS APPROVED L!Y ...: ANDfI3R APPROVED DEPT. SATE HE 0 S HEET r fi '...I. =1 ' M I II I g rr r� 4, A. ,fit . `�. 6 ' 1 ! 11111111111111.111111111.111111111111111111111111111.1111 IIIIIIHIIIIIIIIIIIIIMIIIIIIIIIOIIIIIIIIIIIIIIIIIIIIIIIIIIIMIMIIIINI ; t kcR. TITLE OF 7-1 u er Plaza 2 t . , zu CHE CKED Computer Servv, { �v Boeing Ciining t! 3 Services Training o No.i9OO : APPROVED Tukwila, WA IMO NO. { APPROVED DO OM 40711 R MB _... s..`,- tiN:2L Cr.:.: yx: 5 • .+"^..`:�e , - ..SS•a..,..:1. �.:- ."'...s............,,,._ ....e'rL. .. 1 #� '\ /r • 1'� G I42' DEMOLITION PLAN p /Ni Or• 4 l ■ 1 r 1-r L TO 1' c - 7'T — II I I A1 .3` \ it i )) O/ // // V � y +1I1I111111111111111lhIII1 11111I1111111111`41 I: IrI ]1111111111I1 11111I'11IIl'I(1II I f i+f 11i�I }I 111111111111111 I 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 16 7H INCH 2 3 4 IL OZ 51 81 l ailUlllii111il(lilll 1 iiIilll 9t 51 tit CI Zt • 11 dl• I�n���l�i�iliilii Ifllll llll�l�,Iliiil +��iil lli�l 8 t. 0 S •7 C e 1 ww 0 ililiill�l! il'11J iilill' Jl!! Ilini�i ,itilIil11!IIil111l!in1uulillil lltIliullllll 1z C AL..L.. I H ?1■01 GENERAL NOTES PATCH AND REPAIR CONCRETE SLAB AS REQUIRED. 3. REMOVE ALL CEILING TILE GRID AND I-IVAC DIFFUSERS AND DISPOSE OF PER BLDG. OWNER'S DIRECTION. EXISTING WALL. TO'tEMAMN EXISTING WALL TO BE REMOVED . REMOVE ALL EXISTING FLOORING AND WALL BASE REMOVE ALL LIGHT FIXTURES AND STORE BLDG. OWNER'S DIRECTION. RELOCATE FIRE SPRINKLER HEADS AS REQUIRED. COORDINATE SHUT OFF OF SPRINKLER SERVICE WITH CITY OF TUKWILA FIRE MARSHALL'S REQUIREMENTS. . GRID NOTATIONS TAKEN FROM BLDG. OWNER'S DRAWINGS B Y L.P.N. ARCHITECTS DATED ° 1- 11 -91. DISPOSE OF DOORS AT BLDG. OWNER'S DIRECTION. DISPOSE OF. ALL KITCHEN EQUIPMENT PER DIRECTIONS OF THE BOEING CO. PATCH AND REPAIR WALL SURFACES AS REQUIRED PER SPECIFICATIONS. - 10. • SEE L.P.N. DRAWINGS FOR ADDITIONAL NOTES. CITY OF TUKWILA APPROVED. MAR 4 199! BUILlI G DIVISION RECEIVED CITY OF TUKWILA FEB fi 1991 PERAMT C,ENTER • Y+�..�. •. .- .:. ♦Y. n-.rw..!rl:. rosW- l..h ".- . i'✓�•�i�++aiN•Kti M . - � i wt! •. a x — M REVISION APPROVED DATE SYM !gi b NON C I∎O r fi=t ►fit - - R16 - 1 i "1c1 12 - i -oGA1 I okl �.N. 5RAW N!, rar2 TAIL REVISION COOLER SERVERY A^PROVED DATE AirtirdEfAfig FACILITIES DEPARTMENT GRILLE 1103 ❑ AUBURN, WA. 98002 O EV ER ETT, WA. 98201 ❑ KENT, WA. 98031 [] PORTLAND, OR 97220 u RENTON, WA. 98055 O SEATTLE, WA. 98124 PLAN NOTES; . M 6.II ""U17 GALL. 1 -t G��L.11I "�) l�1•!T — \/t', ! r Pr's PAIL. APPROVED SY ACCEPTABILITY THIS DESIGN ANO ;OR SPECIFICATION IS APPROVED EXISTING RESTROOMS TITLE DEPT. DRAWN BY LEGEND 7 -111 Super Plaza Boeing Computer Services Training "i�.l voila, WA CITY OF TU1KWILA APPROVED 'MAR 1991 BUILDING DIVISION P`r 1 -111'x ` f~ c j HMI M' 1-- i "11 TI I.. II I SHEET RECEIVED CITY OF TUKWILA FEB 6 1991 PERMITCEf ER fJ �ry O e f ) 0* 4010 6071 #1E V. 71$3 ;�4sc.�nt•76.�.�^�..`I�. dGR:.3aa�7s,...�l.�r.,x. .i Mrx ._ ... ss.... a�.. ea.«>. 2 ...�.Kt•..�....�.....,�w:w,,.. _.�,x:....,. ,:.. II1III11 If IIIIIII111I11II11(1IIIIIII1 ll11~:11': IfIIiI(1II`IIt1'll11 0 10 THS INCH ZZ lZ OF at at Gl 9t at sit £l Zl • ,11111111 IPI∎hi:111IIIi.li 111 II i iiIIIIIIII111111111I11111110 1 1 1 1 1 1 1 1 [ 1 ' 1 1 1 1 ( 1 1 1 1 1 V 1 1 1 1 1 1 1 1 1 1 1 I ( 1 1 1 I I I I I III 11 11 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the prigina.l document. r.0 1111 11111 `t11I11111111i1111111111 1IIIIIII11111111111 11 ►»N 12 z t IN V4 0 1111 11111111111111111111111 111111111 11111111111IIIIIIIIIIIIIIIIIII +ti= i�llrf.ir�i �t s . ": ��c19..✓ ��i :+:d:M.+IR.%Y.fi.R9.tL'Si.ViY rr A LeA De Mite **7i 111E V. 7/03 AREA, OF WORT( N Gy XHA[.Acir f; - r - 1.1I .7\\70G2. FOR 17t1"7I HAKFL L) (vEKIE� BIZ E.,)(1- u T I71_167 (VE IF' SYMOOL LAST REVISION APPROVED 9Y APPROVED TITLE 7• , 111 Super Plaza Boeing Computer Services Training Tukwila, WA SECOND FLOOR. PLAN I %$ =1 - d 1 CJ FACILITIES DEPARTMENT 4 . D AUBURN, WA. 98002 D EVERETT, WA. 9820 0 KENT, WA. 98031 O PORTLAND, OR. 97220 11 RENTON, WA. 98055 D SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED ref � • y ( 111�111ItI1l111I111l11II111�11II111�i11 1 ; ,1.1 0 ...INCH INCH 1 2 11111111111(. 1 111 11111 f r[I I rt 111111 I I .11111111111111 1111` ,1111111 4 5 6 7 oc 6Z EIC LZ 9Z SZ VZ £Z ZZ lZ (fie 6L GI GI 9l SI 4 7I £l I I f III�Iililfll 111! 111 I_ II! 1IIIIIIiIIIIfIIIIIIlIif !II'Ilillliilllllll!iiiiliii1 !IIliIII!111111IIfII!11iii �111111111IIL'!11!I1 1111iill�IIIIIIIII�IIIIIlII !illl11111! NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 .1 , 0!. 6 9 ff I Iii!�I!IIII'II�III! ILII� !IIIl111111i11�illl�llli�!III 11 I I 1 [ 1 1 1 . 1 1 1 1 1111 1 I 1 111111111111111 I I l 1 1111 I i 111111 9 1 11 ,„o 12 9 S ' +i £ Z l flll�lllllli 1111! ILfI! I{ IIIIfIIIIIIIIIi !!I!IIIIII!!II!liiiillili�lll!I CITY OF TUKWILA APPROVED MAR A 199 i T BUI DING DIVISION RECEIVED CITY OF TUKWILA FEB 6 1991 PERMITCENTTER Ma i:.; s�. ft� ii�r�Lv '���:.u�12tu+`JS+i� y' i i APPROVED APPROVED REVISION REVISION APPROVED SY r� i < .. ,111111111111 11111111111111111111111111111V4111111111111111111111111 I I 1 I I I 1111J1 `I►' iti1111 0 ,61145 INCI4 1 2 1 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is duo to the quality of the original document. 0IIc 6L se LZ 9Z SZ 1 7Z £Z zZ tIL OZ 61 et Lt 91 St 4 71 CI Zt • tt IIIIIIIII! I, IIII11M 1VIII' I'! 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Lt kI Prz 9N roz H 3 Ar, 4 JAM e rRAMt. - �TAI �,- ooicE F , i6\s1 ' HO 1Z -m, s M A APPROVED APPROVED REVISION REVISION APPROVED SY r� i < .. ,111111111111 11111111111111111111111111111V4111111111111111111111111 I I 1 I I I 1111J1 `I►' iti1111 0 ,61145 INCI4 1 2 1 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is duo to the quality of the original document. 0IIc 6L se LZ 9Z SZ 1 7Z £Z zZ tIL OZ 61 et Lt 91 St 4 71 CI Zt • tt IIIIIIIII! I, IIII11M 1VIII' I'! IIII11: 111I1Ih1111)11111111101!I lilti tili��ililidirniIiIilililIllili hin�LLI I�Ii ��III�I )1111IIIIIIIIIIIII! ..,..;... _ .. ,::,', ,. .,.,.;. s.*,,,. ,. :7.. .r.. _. ,,. -.. _•c.r_..,r.�c,..., .� r.. ,,.._...,._. ACCEPTABILITY THIS DESIGN AND4OR SPECIFICATION IS APPROVED DEPT. DATE SUBTITLE 7-11 Super Plaza + Boeing Computer Services Training Tukwila, WA, DWG N6. ri-+ ..:�,..`�: ✓ir' f�r�f'i'.c ILM OA 60E4 4•7I SPIV /. 7/13 FACILITIES DEPARTMENT O AUBURN, WA. 98002 O EVERETT, WA. 98201 ❑ KENT, WA. 98031 O PORTLAND, OR. 97220 RENTON, WA. 98055 O SEATTLE, WA. 98124 CITY OF TUKWIL ' APPROVED MAR ' 193! BUILD! G D1VI, ION RECEIVED CITY OF TLIKWILA FEB 6 MI PERM (CENTER TT 0 1- 7 r HI - {e ill, - ' 1 0 1 IZa ii,`~1 N t DI k1t t4 1 ROOM P L g. C,PT: p. K.13 . 1 ..I. - '7 G0 t_.,, ..- ..-1A 1�L�T I.AT�X PA•11�1 A. 0T ' - u ' N O7G�. I I ©2 ( IE VERY . i> .. 6;.V 61-11--61-0: PAINT VA .0;T, VA c/.'T e -a oI' -d ).1011::, 1 105 CJ IZI L.1.. l;r __(,9.V. 0.\/ .V. 2.\/. I= 17. '. F. t <:.. t' - - ma Z 104 oyo _ 6. VA 6). -" cf- d 105 Gocx FIz PF+'1.> p M.f : F?M. F' F?N4.P. -- 1 OCQ Foot;? 1 �--P ,,y, 4. .).v- FR .1 VA, r1T, qt-on IO iof5 _._ J I'TT -Di64-NvA(JI'IIN '� G�.V 2.V P 1‹,r, • VI- .1.T. 0 1 1 -d NO Z. VE.No NG 5.V. .a.�/. 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ACCEPTABILITY THIS DESIGN AND4OR SPECIFICATION IS APPROVED DEPT. DATE SUBTITLE 7-11 Super Plaza + Boeing Computer Services Training Tukwila, WA, DWG N6. ri-+ ..:�,..`�: ✓ir' f�r�f'i'.c ILM OA 60E4 4•7I SPIV /. 7/13 FACILITIES DEPARTMENT O AUBURN, WA. 98002 O EVERETT, WA. 98201 ❑ KENT, WA. 98031 O PORTLAND, OR. 97220 RENTON, WA. 98055 O SEATTLE, WA. 98124 CITY OF TUKWIL ' APPROVED MAR ' 193! BUILD! G D1VI, ION RECEIVED CITY OF TLIKWILA FEB 6 MI PERM (CENTER TT 0 1- 7 re, ms-AL- t ACCEPTABILITY THIS DESIGN ARMOR SPECIFICATION IS APPROVED TITLE 7•1 1 1 Super Plaza Boefng Computer Services Training Tukwila, WA FEB 6 1991, PERMITCENTER SHEET goa MA 401i Niv. 7,113 ' ':" • . , AfirAZEI FACII ITIES DEPARTMENT 11111111i1111111111111111111111W1Vtli 0 111. 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Natts=1.R5 waits/ft! 4.10CLW:- fluorescents_@__1.05__VALeacti ;300._.W_-.. 753N. ea 4CLAtt..<27.10.5_W_ ACCEPTABILITY THIS DESIGN ANCOR SPECIFICATION IS APPROVED :!< APPROVED EsV FEB 6 Wi 00 1000 4070 MEV. 7/13 111141114411101111141411111•MIWINSINNINIP414 • „ " .4811111- wrosouressorsatisstmassoffsair • . - . 1 . • 7,‘3.:03 13. ./0 „ • •z ..t• • 4•• .1 4 • ••■• , 1 •L' • • <„ 18 THS INCH 2 • 3 4 5 6 7 F111111111 1111 1111111111 1111111111111 Ilif;ljtilfii111111111 11111111111 ' NOTE: If the microfilmed document is less clear OC 63 ee 4Z 9Z GZ VZ CZ ZZ tZ CZ 6L et LI 9t Gt VI et Zl • U ()L 6 El 101011111,11 111110 11 41111111111110•11110. 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INTERIOR ELEVATION e � INTERIOR ELEVATION iirdtZEZAW FACILITIES DEPARTMENT L.AM ri N. ® AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. - 98031 ❑ PORTLAND, OR. 97220 "' RENTON, WA. 98055 ❑ SEATTLE, WA. 98124 r. LAM t=lN. i 17600. TYr° c L NTEimTO1 x 14 140017 L.ol1V; APPROVED ACCEPTABILITY THIS DESIGN ANDIOR SPECIFICATION IS APPROVED APPROVED WY DRAWN BY CHECKED DEPT, CHECKED APPROVED ENLAR 1 L l31 ' TODLIGH PLAN ---: c —) 9 H? 1 � Rr �; t� 1 �� j ! 5 \ t iizU I I ! �I I — _ j -' ` j E LIALCA901?.S 7-1 1 1 Super Plaza Boeing Computer Services Training WA , CITY OF TUKWILA APPROVED - MAR, - BUIE DING DIVISION RECEIVED CITY OF TUKWILA FEB 6 "it..I PERMITCENTER E Li ad leat Oc 6Z 8 (( G G 9Z 5 +iZ �IIII�III! ilill �IIIIIIIi�ili�l Jlli�Jllll1111111)lillll�ilii I1lIIilili�llllllllilllill .l`I:�•t!'1L1.11`�IIII�1'1�-- I� +ll �IIt� - I�L� 1 1 lt�l�il Ii�ll I� IIl1� '�1 'GTHSINCH 1 2 ' 3 4 5 6 7 8 NOTE! 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DATE ENGR. CHECKED APPROVED APPROVED DRAWN BY CHECKED DATE EI AUBURN, WA. 98002 El EVERETT, WA. 98201 0 KENT, WA. 98031 "D PORTLAND, OR. 97220 • RENTON, WA. 98055 n SEATTLE, WA. 98124 STAT SUBTITLE SYMIOt DATE 7-111 Super Plaza Boeing Computer Elervloaa Training Tukwila, WA. fkOGO Min Rev. 7/83 ,•% ,Intmemovartrocatalt.mtammilltlablimothlY. '2"9 I f-0 GI WA Slf. I•c"/ I < 1'1" [EL-AC-A - _ --7 .)7'.,11-(auir strollhowatomotrytmotm./MMININVOI. F51 +0 WWWWW 2 3" t 71777 3te." I • mo9m I" CP ellf PO I - r+ 12. 6Aii-If-e64 15 j REVISION .1•■••■•■•••■••••••••••••■■•161* TromopownearmaKegarl110e.... in.•1*.x.Ini• 11.6,611,11••••■•••11111■1401....../ 110/111M11.1MOOTIPOr THRU-SLAB UTILITY PENETRATION PLAN. - 7 7- TA70 7 170;;;T GATE ,)> 0 6 6Z se 47, 9Z GZ c z 1111111111111111111111111111111111111111111:1111111111111111111111111111111111111111 "t mf-ry 641.19LAr ' F-e61 s-rey- 6,45 \ 1 WED Clget.iir riwilsiuttlasissionoweentlINISEITSPONISsIesefflOSCIAWNIstasKisr. tif1Vift-r..1 ,•••••-•. 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' P =4 T AT ION > °LAS. r - AN1D2 ITICNAL L.41 L ill E ' 7-111 Super Plaza Bong Computer Servio®e Training 'Tukwila, WA ELECTRICAL LEGEND - - CONNECTION POINT FROM RObGH IN OUTLET AS NOTED a JU:NC'TON.130X DROP CORD WITH LOCKING OUTLET 6 COO RDINATE WITH PLUGS ON' EQUIP CARBONATED BEVERAGE CONDUIT RECEIVED art OV TI 1KWILA FEB . 6,'30 PERMITCENJER w ad * CU " 00 3000 401 REV. 7/03 4717E;OrAtita FACILITIES DEPARTMENT 1111i1W[ ❑ AUBURN, WA. 98002 C] EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 RENTON, WA. 98055 • SEA ri WA. 98124 • Y tt1+... r1 .- r '" r 3 !tit ;S • ?r , (III III 1111111111111111I1lIIIIIIIIIIIIIIIV111 11( iI1 II111111I1 [11111111111II,i(I1II{ 111111 111111111111 1111111111111111111111 . III1i . 1111 . 11 111+1LIICI111 _.. 11111IIi IIIIIII1III 111111II•t 0 'el ?HS INCH 1 2 3 4 5 6 7 8 9 10 11 MAD NO¢RMN4Y 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the priginal document. 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NO \ aralaraMipararrara k F1_00K_ 7211\11'.. _71 1 J4, „A 1 . • J . > , 4 1 Cr •• "'.; • • /• z 1' INSTALLATION INSTRUCTWNS ' • r ikK AMMORIIIMINNIIRIMIUMIAMINIMMIL 3 f7 =1 1 - - 0 11— •GUARD DETAIL 1•14•1111041aalaIMMENIIMIallar ■ • - ^ - • • - ''-'----,„. ...,.. • p f;dtTct fl OOK TO .='21KiK tiCrrew. : RDR. Fizt sr-lag cotirecmcri • TA::. kI2 covrzz. — s 6 • .‘), - rrOVI E 61-5.1\r-A - 7C) C.,rE.g.AT 5L-171 NC Ti sarrows 0 Connect Dormont Supt-Sate Gas Ball Valve to house :-ninq t A- tort " steei elbow ma, •,,...,/.; essa.. t“von(linq On th•• 1 .1 al :On -,‘ 1,r ' :' •:• • '.: ) 0 C('' .' • DOrrt - • ',...ot.Sa'e Gas Appliance Owe d, ..,,, • •an. • 1 01h4.” Seal.ng COO • ' ' . • n '', i 311 Va.? Note--Do Not use . .l I @,J0, !, ..:ee, t• :low :0 4oul.a^ •• • Iicoe i'omo. ,,- : • "iri sea' !• la "" • r ) • 0 Corms. t•i,,In portions oI Suy ailk quick d:sconnect rillpow., s o h i teel pit opuot:its..:1n:::::::: lo s T:qt'llen all connections Pettor leak test with leak :ate Gas Connector 0 Attach Sup Ow- 1 . , . ;41.4., t !nipple oottion) lest solution IMPORTAN r Lea- fes t solutions 0• '0.1••e• 0.• OI:I••• tmoi . 0.• • n 43 ' •••••• •' • la-, • laaa • a. 3 a'', `-'• AC Jr :0 . ode ( ih 1 1 Donmote '3676668 may cause conosion •4 Anse atter test then 0 , R h e o r: o tr u agin h i l nyg d c f V able a Restraining cable length must be shorter than gas connector t3 Attach eyelet fasteners to both wall and PO., AltriLh Spring hOOks ■esttaininq ;.,ible To eyelet tastene and eouiomeni riote. • on • I s e.:1 ..• a atcs, p. couper oar: ),... • ••.• • tO4CheS to gas uall Ive while nipple Pa" ,1" '"es to .o-^ectOrt in both ■nstalsatoons the as vaivia ')ust De 005 ,,pstrearn rro •," e ,nned04 .I• 1 the co C. .1 •r. ••• • • • 1 .: •• ••• 0,1••• 'roes "L •ec oe a • : • 1.r • • • : .1”• •••• Or', 0' • ‘••• :.4r • . " :• f•SO A'al "0"P • no rnn r. a.* Ddmoat ' o *, • ot...1.•••A Lt■ 4 1a GAS QUICK DISCONNECT 01-1 AC 2401 tsi E&Lfl?M . •-•;•" • . e' r B r. • . ••••:Rs f` 1 • MO t-VM fziN2 e SPACER 1111111111111111111111111111111111111111111 111 1111 1 1111 1 11111111111111111 111111 111111111 111 Pill1111111111111111111111111111111111111111 , 10 11 wovNotoww 12 0 16 T11311404 2 ' 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 06 6Z oe LZ 9Z SZ 4 7E CZ ZZ LZ OZ 6L 91 L.1 9L GL LL 01 6 8 Z. 9 G e M 0 InnlinJunhHilmilindmihm6hmilmlhdfihililljuhmiliflill.40)111.1141111111unhollp4111,1111,1.1011111phollnohimlilmlinilmill4ji '; qjn401.1.qhuhltimihn,onlini_611111111,611161411141111166Ahminilhini „. • • • ";!.•::'; t.•- • . ••••., • • 4 0 • 6 6/\ R5tlatislt.5 - 12P 41aMMO1141111.1001011110 044- 1,,v mo fri,frfrr COOKING UNE . ;o•,*/\00 - / ,-, ,c)64/f04 - Hu& et96';3:-' Top PRovit7 1 /41 1 ,K2 11 LAT NI1H N t . 142j1,0 2 fr 7..-%ViCf °Lg.@ -i- qi_oll ' ,! kNr\:)* H67}0 p : ' . ' 1 • • ) „S ' 1 • ' I-la:9 OHO? clit., • - 1-1C07 Oi7479 1 • • RECEIVED A CITY OF TIIKWILA FEB 6 1991 PERMITCENTER Ja)-e- 2AN Z67.... : ) 6" 2 WNNW - 72E:5 • 1c • I $edi!e rms1*.noton 98144 cui•A 'th iiren.A. south (206) 323-468: - • .1. 18 '1 b 11 11 't 6.. ■ 1 HOUR CORRIDOR 1 WALL @ MULLION WOW- KAr 4u4e 1. C4.44%. 44%. N- . c.doesz'LAbt'4CS1.1! 6 1 . 1 (- G 4 L 2‘W. te • 3/8' CaL,A� TINTEi0 --- I i FtEl.p V E PY N'[' iNln L.15 � A► ALUM. / ALUM. NATt.N ----- 'ga / . M.TA.L htU 5/ C,k1e (rr ) I 19 Ha M. DOOR HEAD r_ 11111:111911111 ots ) 1111 tID111t : I.: Nil 11 _ (1119111 r }.-- IineSUS ?ENDED A.G.T. CEILING, SEE SCHEDULE 1 ;r H.M. DOOR HEAD 20 MN. LABELED HOLLOW; METAL FRAME, SEE SPEC, T -� AT CORRIDOR WALLS 3 MTL. STUD - - - - -- _ _- %' TYPE 'X' 611/3, EACH SIDE OVER 31'2' MTL. ST 1 0. : HI METAL STUDS CONTINUE TO ': STRUCTURE AT CORRIDOR/ 1-I-!R WALL LOCATIONS '8' TYPE 'X' GU,$ EACH SIDE OVER MTL. STUDS • SUSPENDED A.C.T. CEILING, SEE SCHEDULE BATT INSUL. WHERE REQ'D A5 51 -I01UN ON PLAN 60 MIN. LABELLED METAL FRAME, SEE SPEC. -- SILICON RUBBER SEAL -- - - - - -- DOOR - SEE SCHEDULE NOTE: FRAME, 4 OAK DOOR INCLUDING SMOKE SEALS 4 HARDWARE TO BE 20 MN. LABELLED RATED ASSEMBLY ALL CORRIDOR LOCATION - BATT INS JL. WHERE REQ'D AS SHOW ON PLAN 60 N. LABELLED METAL FRAME, 5EE SPEC. DOOR - SEE SCHEDULE DOOR PER SCHEDULE H. M. DOOR JAMB S , i % TYPE 'X' GLIB EACH SIDE OVER MTL. STUDS - SILICON RUBBER SEAL i i S , , 1 C. 44 II 1 111 116:50411 • r 1 PRAMS VI 2ND FLOOR PHASING KEY PLAN 10 1ST FLOOR PHASING KEY PLAN - 111 WALL 6' -0' M 15 TENANT WALL ©a CLG. SEISMIC BRACE ± !r PER UB.C.• / 1 STANDARD 41 J81' - -�` SEISMIC BRACING @a ACT 1/4" 13- 2'x 4' ACOUSTICAL CEILING TILE (ACT) - - - -- JOIST 1 ` CLG SUSP. \\ ATTACHMENT/ \ ACHMENT/ v I N. 1 N -' - -- - BRACING WITH RIGID CONDUIT 4 e 12 GA. Wl -5 f ISM!C BRACE PER UBC, STANDARD 41.1812.0 -- STRUCTURAL FRtMING - - - - -- ACT 2 4 ---- - - - - -- NOTE: ENTIRE ACT SHALL BE INSTALLED PER UBC STD. 41.18 4 CHAP T. 41 UBC MAIN OR CROSS TEE - - -- BATT INSULATION AS REQUIRED 3 METAL STUDS -- - e2'- 0'O. C- NOTE : ENTIRE A.G.T. CEILING SYSTEM SHALL BE INSTALLED PER U.B.C. STANDARD 41.18 4 UB.C. CHAPTER 41 1 RIGIDI PIPE - -_._ METAL EDGE - -- 2 - 1 x 1/16 STEELER 023 ASTM A -446 SCREWS 9 4 -0' O. C. _L... _ 12 -0' MAX_ 17 SEISMIC BRACING @ ACT i + .< ' TYP. 1 Pi-AN 4' -0' MIN. CT1ON S „ NORTH COUSTI AL CEILING TILE (2!x4') _. I 1 { i i 1 a RIGID PIPE AS REQUIRED 45' w NORTH 11 MA 12 HER 0 IEI • IY [OR VD: L.,.44. 4c) U51.: -- --- • ..M. IiJouY--ST"RIAL 4. - MIG. Zc'N .: -5 . FIRE Z 7 NE.: - III 04.4.4.1PA 4c : - Fb - e.PF P-I G Ie-srg lGTIOt .1 TYi°>= : vN , 4 INKle ELD rbtJ Lr NNV Ai2P_A. ( (-) I LO. - SF fbL.406. 40 F. I.DG• N A BRA ` F • 6 -1�a. - 14.. Te2TAt... F p,t KINc: 4- 6T2*•11 6.RIO •oMpA.CT I- Ia1.it�IGA.PPE.I'J Tc.21'"AL. PAR114NC.4 , E S 375 G Al t I - 'u' CODE DATA 1. Al! materials and workmanship shall conform to the 1988 Uniform Building, Mechanical, and Electrical Codes and Lecai Codes or most recently adopted edition or adopted Amendments to the UUashington State Energy Code. 2. Typical details shall apply where no specific details are given. 3. The Contractor shall verify all dimensions, elevations, and conditions prior to construction. 4. All dimensions are to take precedence over scale shown on plans, elevations, sections, and aetails. 5. All exit doors to be operable from inside building without keys or special knowledge. 6. d Owner and Contractor to determine extent of tenant improvement work 85 related to shell construction where not specifically defined cn the rawings. 1. Walls are to be firestopped per UBC Section 2516(f). 8. Fire Extinguishers shall provided per NFPA °;0. Hose stations to be located per local agency requirements. 9. Doors not numbered are existing doors and are to remain. 10. All interior wall covering materials shall be fire resistive or shall be treated to be fire re5I 1Ive, 50 as to result in a Flame spread rating of at least Class III for general areas, Class II for exit ays, and Ciaes I Fcr enclosed vertical exitways, Deliver certificate to the local Fire department. 1!. All interior wails attached to suspended ceiling systems to meet the requirements of UBC Section 2309 4 UBC Stan and 48.1815. 12. Penetrations in walls requlrinqq protected openings are to be fire stopped per UBC Section 4304(e). 13. Penetrations in floors and ceilings requiring protected openings are to be firestopped per UBC Section 4305(a). 14, Wood used in permanent partitions of noncombustlbte construction shall have fire retardant treatment per UBC Table 11•A, not V. 15. M equals to be submitted to architect for review prior to construction. i6. Bid design work to be reviewed by architect prior to construction. 11. Exit corridors to be maintained during construction of each phase. 0. Install s rirklers according to drawings approved by Locai Fire Marshall Existing 2' X 4' Light Fixture Proposed 1' x 4' Light Fixture Existing 2' x 2' Light Fixture Proposed 2' x 1' Light Fixture £xlsting Fixture to be Relocated Recessed Downl!ght Ceiling Diffuser Ceiling Return Exhaust Register 5prInicier Duplex Cutlet at 12' Fournlex Outlet at 12' Dedicated Duplex Outlet at 12' Dedlcated Fourplex Outlet at 12' Floor Mounted Outlet Duplex Outlet at 42' Telephone at 12' Floor Mounted Telephone Mud Ring and Pull Wire Light Toggle Switch at 42' 3 -Way Light Toggle Swltch Existing to Remain Typical Spacing for Wall Outlets Hal 4- 6r:b I© STPJJ -� - StoC�' = I/ ia4-.2 5F: 1/2" 14 GENERAL NOTES s T s Ark I 0 1 01 1 [ FE r./ ST, ■e: w Section or Pea Nmbera Detail - SHarctlon or Tar Drawing wham Section or Petall la Drawn -- ---- -- Partial or Full Section Wall nectiona Interior Finished Wall Elevations Rake timber Door Niter Grid LInee - C.ok i n Room Nlrnber Fire ExtIncNifher See pecifications ExiatiTg Wall to be Removed -�_ 1 New Tenant Wall 312' metal studs 25 qqa. at T -0' o.c. wl 5 43' Gt1s3 each sloe uo to ceiling. Extend to roof deck where noted"on dwgs. r 114. II ul/ :mod 4 % 2 urea sU s o-c. GtUB each side thru ceiling. Cie Nouryated Wall/Tenant petllaing Wail 37neta studs 25 qa. at 7 o.c. w/ 5'' type 'x' Glii3 lch side and Batt Insulation up to structural framing. NEESSEtilliing F.xisting Interior Wall Two Hour Rated Elevator poor Shaft Wall 1' Linear attached to 'J' molding w/ 1 type 's' screws at 2'-0' w/ ?' layers of 5/8' type 'x' GWB (see details). Ore I4oir Rated Elevator 1 Mechanical Shaft Walls 5tlail conform to U.S.G. cavity wall system similar to 212 CH 22 w/ studs spaced at 2' -0`oc. w/ sound bait insulation and braced to floor and roof systems. Contractor maq use 31/2' studs at 2' -0' o.c. w; % type 'x' GUU$ each side w/ sound ba1.t insulation, at his option. All walls to extend full height of the shaft. Brace at floor and roof framing. SYMBOLS IA sw F 251 E N1' VICINITY ' M � LEGAL DESCRIPTION tt Insulation 0 h L taw 1' 31 THAT PORTION Of THE EAST HALF OF THE NORIMLEST QUARTER a THE SOUTHEAST WARIER Cf SECTICft 26, TO1N5rIIF 73 NORTH, RANGE 4 EAST, W. M. N Y.J3G COANTY, WASHMTcN DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST GORIER cF SAID EAST HALF IL41C14 I5 NORTH 88'05'42' LEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER A DISTANCE of 133934 FEET FROM TIE NORl€AST CORNER OF SAID SOUTHEAST QUARTER.- THENCE SOUTH 0 +'4179' LEST ALONG THE EAST LNE OF SAID EAST HALF A DISTANCE CF 1,322.34 FEET TO THE SOUTHEAST CORNER THEREOF: THENCE NORTH 81'55'02' LEST ALCM THE SOUTH LINE' t SAID EAST HALF A DISTANCE OF 65935 FEET TO THE VEST LINE cF THE EAST 65934 FEET OF 5400 EAST HALF: THENCE NORTH 01'4179' EAST ALONG SAID WEST LINE A. DISTANCE cF 132030 FEET TO THE NORTH LiNE cc SAID EAST HALF: THENCE scum 88'P 42' EAST ALOtf, SAiD NORTH LINT: A DISTANCE OF 65934 FEET TO THE POiNT CF BEGiNJM: EXCEPT THE EAST 30 FEET THEREOF FOR ROAD: ALSO EXCEPT RAILROAD TRACKAGE AS RESERVED BY ANION PACIFIC RAILROAD cato NY AS DISCLOSED BY DEED RECORDED tt4DER RIEDORDm4G NO.1601010502: ALSO EXCEPT 114AT PORTION OF 54I SLIi30WIS!CAN DESCRIBED AS FOLLOW: BwGINNM AT 4 PORT ON THE 4ESTERLY ! iAi Of ANDOVER PARK LESi, WHICH POET BEARS NORTH 8805'42' ILEST 136934 FEET ALONG THE NORTHERLY LINE OF SAID SOUTHEAST QUARTER AND SOUTH 01'41:9' WEST 45130 FEET ALONG SAID lLESTERLY MA @5N cF ANDOVER PARK (LEST FROM THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER: THENCE FROM SAID POINT OF EEGIN4NG LEAVM SAID ILESTERLY MARGIN, TANGENT TO THE PRECEDING COU!2SE, ALONG THE ARC Of 4 CURVE TO THE RIGHT HAVJCs A RADIUS OF 5000 FEET AND A CENTRAL ANGLE OF 9006'49' AN ARC LENGTH OF ',8k4 FEET TO A PONT CH A LINE THAT IS PARALLEL TO AND SOL4O FEET SOUTHERLY OF THE TICRTHEF'LY L* OF 5AID SOUTHEAST QUARTER: THENCE ALCM SAID PARALLEL Lae NORTH 8805'42' LEST 32516 FEET: THENCE LEAVING LAST SAID PARALLEL LNE TANGENT TO THE PRECEDING COURSE ALCM THE ARC OF A CURVE TO THE RIGHT HAVING A RAD.iUS 1500 FEET AND A CENTRAL .LNG; -E Cf 54'45'56', AN ARC DISTANCE' OF 1434 FEET TO A POINT OF REVERSE CU'RV4in'FE: THENCE TANGENT TO THE PRECEDING Cu'RVE ALONG THE ARC OF A twin 10 THE LEFT, HAVING A RADIUS OF 5000 FEET AM A CENTRAL AE cF 289'3152 AN ARC DISTANCE Of 25266 FEET TO A POw cf REVERSE CURVATURE: THENCE TANGENT TO THE FFECEDNG CURVE ALCM 113E ARC Of A CURVE TO THE RIGHT, 44V74G A RADIUS Gf Bm FEE.? AND A. CENTRAL ANGLE CF 54'45'56', AN ARC LENGTH OF 14.34 MET TO A LNE 14AT IS PARALLEL TO AND 546.40 FEET SOUTHERLY Gf THE NORTI•TRLY LNE Of SAID SOUTHEAST QUARTER THENCE ALONG 5AID PARALLEL LINE SOUTH 8805'42' .EMT 32105 FEET: THENCE LEAVNG SAID PARALLEL 1.4%,E, TAWaENI TO THE PRECEDING CO„RSE, ALONG THE ARC cF A CURVE TO THE ROIL HAVNG A RADIUS OF WOO FEEL AND A CENTRAL- ANGLE OF 89'539;', AN ARC LENGTH CF 18.44 FEET TO A F'OLNT ON 11E LESTER.Y MA4GN cF ANDOVER PARK LtEST: TEE ALCM SAID LESTERLY MARGIN NCR114 01'4179' EAST 14500 FEET TO Tit POINT Of BEGNIr'„JG: ALSO EXCEPT THAT PORTION MORE FARTICUL 4RLY DESCRIBED 45 FOLLOWS: BEG ?.HIM AT A PONT ON THE IESTERL7' MA%!N CF ANDOVER PAC LE6i 11a4iC14 PONT BEARS NORTH 88'05'42' LEST 136934 FEET ALONG THE NORTHERLY LINE CF SAID SOUTHEAST QUARTER AND SOUTH 01'4179' LEST 91330 FEET ALCM SAID LESTERLY MARGN 0• ANDOVER PARK UE51 FROM THE NORTHEAST CORNER cF SAID SOUTHEAST QUARTER: THENCE FROM SAID PONT cF BECINNM LEAVNG SAID LESTERLY MARGIN, TANGENT TO THE P>t.•CEDLNG COURSE, act:* TF✓E ARC OF A CURVi TO THE RIGHT HAVNG A RADIUS OF 5000 FEET AND A CENTRAL A` ci_E OF 90'06'49', AN ARC LENGTH OF 18.64 FEET TO A PONT t!4 A LNE THAT IS PARALLEL TO AND 023.40 FEET SOUTHERLY c1= Tit NORTHERLY LINE CC SAID SOUTHEAST QUARTER t ENE ALCM SAID PARALLEL LNE NORTH 8805'42' LEST 32616 FEET: THENCE LEAVING LAST SAID PARALLEL LmE taste T TOME PRECEDING COURSE ALONG TUE AFiC OF A CURvE TO THE RIGHT 14.4v3JG A RADIUS OF E:00 FEET AND A CENTRAL AVEILE OF 54•45S E:', A.K DISTANCE OF 1434 FEET TO A PONT OF REVERSE Ca:1A?URE: THENCE TANGENT TO 11;E PRECEDNG CURVE ALM, Tit ARC OF A CURVE TO THE LEFT HAVM A RADIUS C1= 50.00 FEET AND A CENTRAL ANGLE cF ?89'31'57', AN AFC DISTANCE OF 752!06 FEET TO A PONT OF REVI:R9E U!2VATURE: • T}a4cE TANGENT TO THE PRECEDING ctLRvE ALONG n ARC cF A CURVE 10 TIE RIGHT HAYR4G.4 RADIUS Cf IviDO FEET AND A CENTRAL. ANGLE OF 54•4546', AN / C LENGTH Of 14.34 FEET TO A L 'E THAT IS PARALLEL TO AND 1068.40 Fat SOUTHERLY Of THE NC TIER -Y LiNE Gf SAID SOUTHEAST QUARTER THENCE ALONG SAID PARALLEL Litt sang '42' E..ST 321015 FEET: THEsiCE LEAVING SAID PARALLEL LIE, TANGENT 10114E P! ECEDR•6 COMM, ALat: 114E ARC CF A CURVE TO THE RIGHT WAVING A RAMS cF 5002 FEET AND A CENTRAL ANGLE OF 89•5311', AN ARC LENGTH OF 1804 FEET TO A POINT Cis THE UESTEFS.Y MARGIN CF A9DOvER PARK MST:1HENCE ALONG SAID 1LE3Tr"RLY HAleGN NORTH 01 '4179' EAST 14500 FEET To TH.E FONT CF BEGiNNM. 11 :1 7. A T FINI SH CEILING OR ALUM- ALUMINUM 46P14. ASP ALT ANOD. ANODIZED BM. BEAM BD. 130AW B OG. BUILD NG B .K'G. BLOCKING CLG. CENi ENTER, COL. COLUtIN CONE. CONCRETE CON'--1. CONSTRUCTION CONT. CONTINUOUS Dir. DRINKING FOUNTAIN DTL. DETAIL DIM.) DIAMETER DIM. DIMENSION D.5. DOU.FISPOUT DR DOOR DUY.s. DRAWING EF. EXHAUST FAN IF.S. XT. INSUL. FINISH SYSTEM E' ECTRICAL EL V. E ENO. ENGINEER E.Q. EQUAL QUIP. EQUIPMENT cX!ST. EXISTING EXP. EXPANSION EXT, EXTERIOR EXC. ELECTRIC WATER COOLER R=C. FE. FIRE EXTINGUISHER RE NF, F.E.C. 1 XTINGUI ER CABINET RD. FACF!N. FACTORY FINIH FD. FLOOR DRAIN REEL. Fp.C. FIRE DEPT. CO1NEC T ION FF. FINISHED FLOOR F.H. FIR HYDRANT FN. FINISH . FL. FLASHING FL R FLOOR FTG. FOOTING FDN. FOUNDATION F.O,C. FACE OF CONCRETE F.OF. FACE OF FRAMING GA GAUGE GAL V. GALVANIZED GL. GLASS GIB. GLU- LAMINATED BEAM GYP. GYPSUM 61118. GYPSUM WALL BOARD HP. HIGH POINT H.PS. HIGH PRESSURE SODIUM HDWR HARDWARE HGT. HEIGHT 1-ICP. HANDICAP HR HOUR HORIZ. HORIZONTAL H$. HOSE BIBB TENANT OWNER ARCHITECT CONTRACTOR ELECTRICAL MECHANICAL FIRE PROTECTION BID DESIGN SHEET T-1 ABBREVIATIONS CONSULTANTS T -2 DEMOLITION, REFLECTED CEILING, AND FLOOR PLANS T -3 ROOM FINISH, DOOR SCHEDULE - - 7:,. . , 1 • i li • 1 :,1. •.� , 1 ', t Tif •, ,t>:, 1,1••, .T l.i1 1 •I 111 ($L ,:IIf01 „ 1 1. 111• 11 l'lLl»�n�i I Ill ,n 'n! AIN'! 1. "1 :r U��ulall C✓Y✓' :Ir 111311 .�,�ri .•. I �. '' ' 111U1111A , 1•!L1 ',1 t :!1111'•71 1.,,t07 L ' •• �f7 rou:1::I Q e If"""", !111111111IJ v Tuck `- W = iN5UL. INT. JST. LAY. MAX. H. MIN. MIX. NO.(') N.I.C. OFF, OFT. 00 FNL• PTN. PL.LAM. Pl. YWD. P4P SPEC. STD. STL. STRICT. 54V. TELE. TEMP. T. TYP. LION. V.C.T. VIOL. VE RT . W.C. OV. INSULATE (INSULATION) INTERIOR JOINT J0I5T LAVATORY MANUFACTURER CTURER MAXIMUM MrCHAN1CAL M!JM MIXTURE NOT 10 SCALE NUMBER NOT IN CONTRACT OFFICE ON CENTER OVERFL0WU LEADER OIIIPE 0 NINE RAB LE PANEL PARTITION PLATE PLYUOOC LAMINATE PROPERTY LINE PATCH AND PAINT RECEPTACLE REINFORCING ROOF DRAIN £CTED MIG SPECIFICATION STANDARD STEEL STRUCTURAL STAIN AND VARNISH TE TOILET TOP OF PARAPET TYPICAL TENANT IMPROVEMENT TAMABLE WALL COVERING UNLESS OTHERWISE NOTED VINYL COMPOSITION TiLE VINYL WALL COVERING VENTILATE VERTICAL WATER CLOSET WALL COVERING WATER NEATER WOOD WATER RESISTANT S.C.S. TCW REALTY ADVISORS LPN /ROYCE BERG ARCHITECTS K. B. INTERIOR CONST. BID DESIGN BID DESIGN DESCRIPTION PROJECT DATA, DETAILS t� INDEX 1 11 1 •li IsTi +Tr .► : .: )41 SITE PLAN tilt Slag 1l 1 ,1 il tlql , op TLNd.rJT IMP 'VameNT JOB NO.: 91002 DATE: DRAWN: THOM CHECK: RTJ PROJECT DATA DETAILS RECEIVED CITY aF TUKWiLA FEB 6 199'. PERMIT CENTER 0 JLn File: 91002 \T -1 FEa:,0 1 1991 SHEET NO OF: T -1 1-- W z im w Fai'l FE an( Z � 0 4°4 Cs P4 0E1 4:1 E rmagiii u " ) 4.4 U O ■ - flRte- Permit No NO DESCRIPTION BLDG. DEPT. SUBMITTAL IL.E COPY CITY- 9Fi{H;WttA - -A P P R 0-V-€D MAR 1 ,,- G `r 94>a4 the �!a��__aupraya 141 sub act to awrors And Or • ^ a pia does it aifthori ;. -_- as DATE • 2 -1 -9i at of ay At ti Oc ee 8G LZ 9Z Se 1111111111 /!111 11111111111: J , ll1! 11111111111111111111111111111111111 I IM11111 1111111111111 1111 ill 111 11111111111 11111I111111 1111111 1 11W1111I (Ill 111111 II I /1111111111111111111111 11 11111111111111111 0 1077 =" CH 1 2 3 4 5 6 7 8 9 10 11 wat" 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. he CZ Ze le OZ 6L 81 4l 91 St ht Et el • R O + L 6 9 1 h E Z L rev I111111i' 1111 'lilllllllllll'1111!(illll�lli nil! 1111111111! 1111111{ P111 II111�; 11111111 !Ii1I111111111Ili111l1111l 111! 11111111II► 11lIiIIIIIIIlL11111I1111111!11i 1111!! 111! 1i111l1 !11I11111111111i 111111 !Illlllitllllllii11t1111!!►I L • = - •4 ;.. • .• NEW WORK: Fire Sprinkler Installation Contractor shall be responsible For design and installation of the sprinkler system for this improvement and the entire buiidirig. Coverage shall be as required for Type V buildires with elevators for both above /below ceilings and in exterior /freeze locations. 5ystmn will include existing water lines from existing mains or newly installed branch lines to accomplish coverage. Contractor wil! submit sprinkler plans for required approval and City of Tukwila permits. Obtain final review and approval of work from City of Tukwila Fire Department inspectors. Install new acoustical ceiling grid and fluorescent fixtures. Interior Walls - Patch, clean and repaint all existing interior gyp. bd. walls and ceilings, as required for this improvement. Clean floors prior to floor covering installation as required. Per 1 -Iv,AC Designs Build Construction Documents. Patch and paint existing gypsums board ceilings, as required for the improvement. 7.-.=.1r.:.-:-= :=:-_- ..._ :L.--7-._:-= -,...-----__=-7-,---1.-_-7T„-----___ -2:- ::::::: I 16' -0' 16' -0' 1 16' -0' 2'711114'; 11 (\/ (1 2 1 FIRST FLOOR DEMOLITION PLAN NORTH 3. REMOVE ACOUSTICAL CEILING GRD, TILE, AND REMOVE FROM SITE. 6. DO NOT REMOVE DRAFTBTOPS ABOVE CEILINGS UNLESS NECESSARY TO FACILITATE DEMOLITION. DRAFTSTOP5 ARE TO BE REPAIRED OR REPLACED. 8. ! MOVE EXISTING RUBBER BASE AT ALL PERIMETER WALLS, AND PATCH WALL TO RECEIVE NEW BASE, SEE SCHEDULE. TO. REMOVE ALL DAMAGED SNARING FILM FROM INTERIOR SURFACE OF ALL EXTERIOR GLASS, CLEAN WINDOWS, E INSTALL NEW SHADING FILM. 11. REMOVE ALL LIGHTED EXiT SIGNS. REPLACE WiTH NEW LIGHTED EXIT SIGNS TO MATCH EXISTING. 12. REMOVE ALL I- IORiZONTAL BLINDS TO SE R.EPLACED WITH NEW WOR!ZONTAL BLINDS. 13. INSPECT ALL EXISTING WINDOW SILL AREAS TO DETERMINE MOISTURE LEAKING PROBLEMS. SEAL EXTERIOR WINDOW FRAMES WHERE LEAKING 1-IA5 OCCURRED AND PATCH INTERIOR GYPSUM WALLBOARD PRIOR TO PAINTING. RMOVE CARPET 4 VINYL FLOOR COVERING AND REMOVE FROM SITE. PREPARE EXISTING CONCRETE FOR NEW FLOOR COVERING. (BEE FINISH SCHEDULE) REMOVE ALL OUTLETS AND RELATED WIRING IN WALLS THAT ARE DEMOLISHED AND REMOVE FROM SITE. REMOVE ALL FLUORESCENT I INCANDESCENT CEILING LIGHTS AND LEGALLY DISPOSE AWAY FROM SITE. REMOVE ALL WALL SIGNS OF EVERY NATURE. REMOVE EXISTING 5" SQ. STEEL TUBE COLUMNS. ALSO REMOVE EXISTING CONC, FLOOR SLAB I PORTIONS OF FOOTINGS BELOW SLAB TO FACILITATE PLACEMENT OF NEW FOOTINGS. REFER TO STRUCTURAL DETAILS FOR NEW COLUMNS AND NEW FOOTINGS. SHORE EXISTING GLUL AM BEAMS TO FACILITATE COLUMN REMOVAL. _.______ —._ %' GiU5. CEILING - TYPE 'X' BOTH SiDES OF 3 METAL JOIST FOR 1 -NGUR RATING (TYPICAL FOR ALL CORRIDORS) r---- • • • • • • • • f. FIRST FLOOR REFLECTED CEILING PLAN i II STARTING POINT FOR 2' -l1 1/4'! CEILING GRID- '� BETWEEN MULLIONS ( 13 NORTH FOOD PREP 1 16' -0' I 16' - 0' TELE. i-z7-1 CORRIDOR 17 * - -1 I6'-0' i 16' -0' 16' -0' CLASS ,.-? *.J SECOND FLOOR PLAN NORTH FIRST FLOOR PLAN NORTH REFER TO BOEING FACILITIES DEPT. DRAWINGS, JOB i W0 :3, FOR OVERHEAD GRILLE COL LM ' LOCATIONS NO DESCRIPTION DATE BUILDING 11 DEMOLITION, REFLECTED CEILING, & FLOOR PLANS PERMITCEN ER FEB-Q. t 1991 File: 91002 SCS11FP JOB NO.: 91002 DATE: DRAWN: THOM CHECK: RTJ SHEET NO OF: BLC�G. DEPT. SU MITTAL tar of- I u sswi LA APPROV D Mr 1921 IIIIIII1IIIIIIIIIIIIIIiIt J1.I IIiI1 IIIIIIIiIIIIIIIIIIIIIIIIIIIIII111111IIIIij1iI IIIIIIIiIIIIIIiIIf I IIIiIIIIIIIIIIIIIIIIII1IiIIII I1III IIIIiIIIIIIIIIIIIIIIIIiIIIIIIIIiIIIIII 2 3 4 5 6 7 8 9 10 11 MADE I " atitW4t1 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. oe 6Z 8C GZ 9Z 5Z I7Z CZ ZE: la OZ el Ot L 9l St $11. El z I l 91, e 8 II I!IIl! i!ll�Ilii�lllliJlil,liil iIII I_III� li {fllllillilll!!t! ;Illl,l!' lll�l!IHhfl1, 1 11 11il 111 1�ii!llliil u i!!',! I1I! IIIIIIIhI11 : ;4 I!Ih i!111! 1111111! I1 111 lililllilll !Illllil 4. ► FIG. NEW '- O'x ---- --•o►- 6' -0'x -1' fit' • w/ 1 - E.W. FLOOR. . EkIS1TJG WALL MAY BE G,W.f3, CG TE ETC. PA1GN AB 10 HATCH ADJACENT MATEIAL. 4110011 1 __ NO. ROOM WALLS SCHEDULE DESCRIPTION DUX. DEPT. SHEET NO OF: `d�t�k'.f=f'sl�'F'Fewili :k°'simr f' 57f i#w'+�t 17?'a�?Gt llig!`u w } :4 `i �a '4M AX Alms): Ave D File: 91002 \SCHEDULE JOB NO.: R1OO2 DAZE: DRAWN: THOM CHECK: R T J ROOM & DOOR SCHEDULES 0. ∎•.+� — )•' Wat, :r a. i.. ...• H.RP1C..: t. fM) �. *..I G •.: 't"'.M�YwY!l.J+fiTr..O[.Sn. +, EXISTING 8'i x 33 Gill EXISTING 5'x5' STEEL TUBE COLU1 1. CUT AND WELD TO NEW BEAM. - NEW W 14x211 STEEL BEAM i' BEARING 1E w/ 2 - 3 44 BOLTS. �► NEW 'xb'xt/a' TUBE STEEL COLUMN. EARLY - NON -BNB HI-EARLY-NON-SHRINK G ----.. ll�l' Bvt, x 1' EASE le - 10;4' NEW b' -0'x b' -0'x FOOTI% w/ 1 REBAR EACW WAY NEW 6'x 6'x lip' TUBE STEEL. 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I !!!lililli'il!li! ll!IlI!i!1:11iIIIII i ..-, y. �:. �,`.':.., . �,�- � + ?'��., . f •• Y � � n`,,` � � � t +� { � � t.l. . ��..:,..: frG' ] .l dj ,, ! ~�d �:� r t C� �; ��r + f LOO FRAME HARDWARE LABEL MATERIAL FINISH MATER DETAIL-NUMBER/LOCATION ON F1NI8H COMPONENTS 1 I r 1 . • • �'_ � a • 151T -; • rit' -1 . . DIM 2 I� - 5 -O T -R * • AC!LI 1E 1�EP D - ' � ■■ 3 _ • 3 - 1' -0" ®• ii Mina ® 0■ ■ 4 3 - 0' TO . ■■ ■ '� = 'I � � � ; D i D� 'AU N66 I ■ ■ ■ ■ 5 11A 5 ' - 0 ' 1 '- O ' mood 1111 C ■ ■■ ■ 6 •L . ACI f - Pt D n ■ ■I ■ ■ ■ ■ ■ ■■ ' w ■ ■ 4 ' ~O' ' -""' � ■ ■ is ■ _ +r �� . C • 1 .14 - � .- < ■■ • A ■ 3` -o T-0' � 1bTN 11/T-i .. • ■ � ■ $ k � 2' -b' 3' -b' ! + 1 �G T �. DEPT. D' 4EJ ■ III ■ G 4' -4' S` -3k2' � • .� � . - R C 1 .F. Dom. `all r 1 ? A 3'..0' T' ' ■ I 15/T - 1 -1 ■■ ■ ... . I I ______ R.,.... ■ ■ ■■ ■ ■■ ■ 111111 DOOR TYPES . A G N i III DOOR SCHEDULE r .r.. • • • 44. l • • •.D • ' • • • ■• • — g o o z cir/ 424 Faso 1 f.