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Permit 5898 - Boeing - 6-Plex - Offices
APPROVED FOR j ( BUILDING ISSUANCE BY: i / 4 ' a . � , OFFICIAL DATE: / - / • Y ADDRESS 9725 East Marginal Way South, Seattle, WA ` I hereby certify that I have read and exams this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions 01 any other state or local Taws regulating construction or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: o , . . _ _ �. . DATE: / — / 7 - 9 ADDRESS P.O. Box 1043, Issaquah, WA . . PRINT NAME: 1, 1, // 1 • COMPANY: V i_ • [.,! , _ v !i oC'dc 0 PROPERTY OWNER Qoeing PHONE ADDRESS 9725 East Marginal Way South, Seattle, WA ZIP 9 81 n CONTRACTOR Evergreen Mobile Co. PHONE 392 -1231 ADDRESS P.O. Box 1043, Issaquah, WA , ZIP 98027 WA. ST. CONTRACTOR'S LICENSE # EVERGM202KT EXP. DATE 3 -31 -90 ARCHITECT N/A PHONE ADDRESS ZIP TYPE OF CONSTRUCTION: UBC EDITION (year) :: SETBACKS: FIRE PROTECTION: PROTECTION:(-1,— (2) Detectors ❑ N/A ( roup UTILITY PERMITS REQUIRED �] Yea ( No Public works) ZONING: M_2 BAR /LAND USE CONDITIONS❑Yes ® No 72.00 47.00 CONDITIONS (other than those noted on or attached to permit/plans): 10 -1 2 -Rq 10 -12 -89 PLAN CHECK FEE DESCRIPTION AMOUNT RCPT 0 DATE BUILDING PERMIT FEE 72.00 47.00 3037 3037 10 -1 2 -Rq 10 -12 -89 PLAN CHECK FEE BUILDING SURCHARGE 4.50 3037 10 -12 -89 ENERGY SURCHARGE OCC. LOAD , SQUARE FEET OCC. LOAD OTHER: OCC. LOAD ( TOTAL SQUARE FEET i TOTAL OCC. LOAD TOTAL - 1 USE -4 / cop( cUF.1Pt inriCF Lops i SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE . FEET OCC. LOAD , SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD ( TOTAL SQUARE FEET i TOTAL OCC. LOAD 1 , 1 4 TOTAL CITY OF TUKWILA - Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: DESCRIBE WORK TO BE DONE: 5(6 °M 17 Add partitions to make two new offices per plan. BUILDING PERMIT (POST WITH INSPE . • ION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES 5,000.00 :► ; :• PROJF C r irar OE)r.)n r ION 9303 E Marginal Wy S PROJECT NAME/TENANT goein ASSESSOR ACCOUNT 0 332433 -10 TYPE OF ❑ New Building U Addition UU Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other This permit shall become null and void if the work is not commenced within 180 days from the date o issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CERTIFICATE OF DATE ISSUED: OCCUPANCY NO. VW I Ott ;LLL: ..::r :. .• :•: :.. .::. ••:. ::: :r.::.: :.: by i:: f!SL• • }:: ... r.�r.r.. . .... :: . : ;:.: } } }:• }} •}:!• } } ;5.;• }:••••• }: :r.:...v::::.:. r:: }: } }} } : ; :.} �:L4 L <• }:• } }Y } }::.... }; ..."...::::::%":%.:.:.:': • } } }:•.: ::Q'.. :::::::n:nv.Y:YY:. : .:... :: :•:::::.v:::.� ::.............. .. .. .Qr. ....; .r ii..::: r. r.vr..r ............ :4i.:r.•rLLLiyL4:S ............... n }r:: r.. :::::: ............... .y!5 +4:4Y } } :• } } }} :: i•'f :.:.... ........ • }}:Stih}: + .....:..... ' .::•Y:� }:Q4 } }�:i} ... .. ...... n :.:L ; iijiir is % ,S:�:::Q �QQ::F .r. r.. • :: r..,.. • • •n : n.:::: ;:.r:.•..v;:':: �r : YY ..... :r ....... ........................ 'Q:' {:iiFv Y'F...... %n:'L•Q:4Y}Y:• ' k:�;'::£;)':,: +: > }.. s• . :.n r, :QQ QiJ� .:::i'f.••`' ...:: n + ?L } . '•.L£S: ?:::::::: : ?. ry ' " ` ` ' x SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD BY: (Init.) 1,I REFERENCE FL�E NO"�.: INIT: MINIMUM SETBACKS: N. S- E- W O PUBLIC WORKS r , ... . � 8 es ' 1 � • PUBLIC WORKS LETTER DATED: • :,YYYY ' O OTHER INIT: p�/'� BUILDING - review ffr,c�/ • -: F r -•�� �: �; : :' (Yea* \' V� Fl I/88 INI .:61.4 11 PERMIT NO. - CONTACTED Scdtk- ` J(I 1 ��^ 1^ I 1 � , B I o� DATE READY ♦:-q:11 1 1ate - I ats • • •y . . DATE NOTIFIED � o� — l � ^ I Y: (Init•) ?Bo PERMIT EXPIRES - 2nd NOTIFICATION FIRE DEPT. LETTER DATED: INSPECTOR: 5 / Z. BY: (Init.) INIT:') AMOUNT OWING t. 3RD NOTIFICATION BY: (Init.) 1,I :. }• : :. }::.;•:. }:::.: •:.x�•Y;: } } •:: �: � .::...::.:5• :•,; ......v::.,....., ..: } } }•. :4:• L• n.: r.:: ; ;.,.. ; > ::vp :.vr :..v r• } }': ::::.::.' ...:.nrr.: }:L4QY:L4:4�: • } }:•: nv: :v::: ! .. .... +• .. ...... Fl,.$f.Y �S :. . v•'4,.. •:•:•: ;:Q? .:::::. ;::: •: r. •:: v $ .v. : r:::::..: ::.: wr ♦ :.} r: f{):t::.,: Y Q " . �y'S ,. :"}"iii ..: } : 4 155.x$, r.... •r:• ,,..... :. R > .. •: + } }; � ••}} y n } Y}: Lr •}}}: r} Y:.} :.:•Y::> }:L•}:L•};`.••Q��•:r::: .. . ?. } :: : ; ... 5..... .Y:. . :.5 .. .S,n . .:): } }:j. };r,•:S•Y:$4 }: F:!S4i�.'f..:•Y: S M }•:. }i'fi %•: :• : 7:::: • } ::•:S + S is };... .r ::. }. f, .!. {.}lQ�:i:iQ:::4iii$y:•i:....... r: n r? iQ:}L:;:iQ$ Si: r:.3:•5::: •,. } } } }} }•:4}: +S f::..,v,; rF7+F.. } }}:L {.: ^L.;• :• '.'F.f.;.:::4j:�i:• ��••, 1 ..r }.... r... ............ . •.. . �.• •• ... .C•x•+': %+J�::. .r. x.:.:. nS..v::..n: ; ;..•..:. ...S nx •. vx L:•. :.v.:•:.. :.••Y} ;.rnl:wfnw: •n•n•: x +::::::: .. M}: 4};•• 4::. v:...... 4.}} } } } }} :;5:. } } }:L. } } }:S4:. }Y .::}r. r. •YiY}:4'. +. :4 }::T.; { > }:? ::r,.}:........Y. >...:.. ; Y.....,n,.:• }f•}r.:•!G }: ^i :. r....nu v ..... ►Y BUILDING - initial review I o� I l_'5 - S11 • ROUTED ♦:-q:11 1 1ate - I ats • • •y . . FIRE � I • I J l - • ' -• : : - • n'l.n '.factors FIRE DEPT. LETTER DATED: INSPECTOR: 5 / Z. INIT:') O PLANNING ONING: Grp — IBARILAND USE CONDRIONS? (]Yes 1,I REFERENCE FL�E NO"�.: INIT: MINIMUM SETBACKS: N. S- E- W O PUBLIC WORKS r , ... . � 8 es ' 1 � • PUBLIC WORKS LETTER DATED: INIT: ' O OTHER INIT: p�/'� BUILDING - review ffr,c�/ • -: F r -•�� �: �; : :' (Yea* \' V� Fl I/88 INI .:61.4 11 PLAN CHECK NUMBER REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS 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) DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. off.lvA3 SUITE NO. 3'.3 E Marr { ► \al L�� CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PLAN CHECK 0 . NUMBER 0 - v') APPLICATION MUST 13E FIL IFL) OUT COI11PLE TEL Y • DESCRIPTION :: BUILDING PERMITFEE PLAN:: CHECK .FEE BUILDING SURCHARGE ENERGY SURCHARGE: OTHER: TOTAL ADDRESS SUITE # ?323 . 4/1/1-1z-6-7 l iv ?xi ,- y • PROJECT NAME/TENANT �c rv L-i . -PLE.x eo &i C U U AMOUNT : :. 4/ 7. tri) RCPT:.. #: DATE VALUE OF CONSTRUCTION - $ c5 ASSESSOR ACCOUNT # A - TYPE OF New Building Addition Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Avo i10 tv S AA- v_e 'j u O E I Gc5 per FA-,4- N BUILDING USE (office, warehouse, etc.) © �c C �_ NATURE OF BUSINESS: 1 t g pc...Aque.s WILL THERE BE A CHANGE IN USE? C,Vo U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE. STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER - c o_L:7 - 1 ti C., .6( 12 _ e cc , q 1 �� �tnA -�c w` roo j c (047? ADDRESS °CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # E ARCHITECT ADDRESS DATE APPLICATION ACCEPTED 10) 3c) 9 BUILDIN PERMIT APPLICATION FEES (for staff use only) 202 PHONE 2 -12 i zIP/F O5 7 '7-7 EXP. DATE _ ^ c?0 PHONE PHONE DATE APPLICATION EXPIRES 1 -1 laci/90 IZIP MINED THIS AP .LKATI TO APPLY FO BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE F .-uf7 PRINT NAME `�7L ADDRESS 17 . V � 3 CONTACT PERSON DATE / i G PHONE is —/Z CITY /ZIP 14. A4 ' Z7 PHONE�q (.Z?J 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 applicati:m submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applloant Th'� fig! ire 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 433 -1849. COMMERCIAL • Co mp*Iid .00004 ..• " Tw (40 *.•*i.O.i • • wo $t Plan (showing bMkng and ••• • •0•0.4.: :$ RESIDENTIAL SBMITTAL CHECkLIST Project: Type of Inspection: Address. , � � ` Date Called: Spedal Instruct ons: Date Wanted: r e-- /34 C p.m. Requester: Phone No.: Approved per applicable codes. C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: 7:; " .-- ❑ $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Dale: C Project Name l. -c; i" -1 "2 Address 9r ° 3 er - . ' � ;, ,y► Type of Permit(s) /7 CITY OF TUK.ILA Central Permit System This project is approved by this department: 5 ° ' Authorized Signature FINAL APPROVAL FORM Date h�.,ontrol fy Permit No. - Y TO: ❑ Building ❑ Planning ❑ Public Works a Fire Dept. ❑ Police D Parks/Recreation This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. 1 This project is NOT approved by this department; the following corrections are necessary: () () () () () () () () () () () () Authorized Signature Date CPS Form 3 FROII EIl4C FACILITIES c. 4— ' ' • Irb c ! OF SEATTLE .b •P, Y, Er* tENI 1Lt, L» 991t �. �T7 L Q 11119 LEASE mono e t of — tee � r 19 � by end he.wrnn m. r 0n SEATTLE, ( Wrohinglon municipal corporetion Letter, herelnalter referred to el " II * roe t". end T kA N S�'0(�T I(VTERN6Tio AL.t.pot.. a _Penn g . y_tpla.corpur,ILl ___... . l.t..ht.dto, telt..ed tu.t "Lwroo ", LEASED ►nEt.IISCg nrNT In ennsi.lerelion or their mulu..i nrnmiree the Parties Ian. eta nu hrrehy mutually *yr no ..1 1uuu..t• 1. The' Pot l hUeirY Imes to Letten, end L hereby hint end teeter from the Coat, the Inhm.nur ,l�u;ri•lnd preimtet lainateJ in King County, Stale ot Wau,tngtgn: 114,280 square fenit of improved lend noon at Terminal 128, all erg shown outlined in blue and legally described on Exhibit "A" attached hereto and by this reference made n purl hornet, llnrrin,lll•cr Celled "Clio promLtes." An indicated by the rod lion un i;x1l1blt "A ", the prenliaes are divided by a railroad epllr crock nncl ;Intfe reilrnntl operating cloeranees are worked by white painted lion' running} parnt.— lcl to eneh aide of the trtlt:k. The anon bntwrnn tllc with t' linen in not part of the premises and wa not be unad by Lennon+ 1•nr ony pnrpn•10 oxenpt eranntng of the track when not occupied by n train. All such cr*)OGings shall .be at Lessee'' responsibility arid. risk, hetePwller caned "the Pren•ilrl ". Z This trete Iliad be fora arm of t (3 0) yet „, heT•1,0,,g Mul' end victim Aprd,l. 30, 10139 . _.._. 3 Is) Lauer ngvol t0oay et tent toe me premkvt Il. sw o f HMI _l'11C111 614M N.) /J.PO hOLLARS Ol month, The 11,11 101 each month than be Oil 10 the Port In edv *ere 4n w bolo' thr Intl day nt tar It mod awy month nI the Irate term, and that be Payable 11 MI, glace et the Port u,yy hetelnaller drtiga)In. r.11.1 n, any, n.p• nroyided brio*, Poymont 01 rnnt than not telin+n Lowy n• cargo lrnm then retprtli +r u41nn1 ".art 1u nay All nt1Plicable Port will ehorgnt. flan It comnnttd m Innowt. 114,260 eq.'ft. Improved lend n•cn 0 $0.035 /t:q. ft. /mn. u $4,000.010 /Inn, • LEASE RECEIVED CITY OF TUKWILA Ca 2 0 1989 PERMIT CENTER 8505030149 41,1 the rtn1 tt4u:J in tuttownonanh lag 41,04* shah be tuhlee1 to tencgn1trtinn n11,v 114e.t mt. en.) 1'i Ihe lt.. nonth lono.vrng the COmrnencemcnl of thie lease end e.re•y--ar =mpmnl lhormllet to the event that ihn Pm 94.0$ 10 1.01014 Naha' notice of the Pone Nertlun to tenogo1,0Ie the rent anphcalltc to the lot 1..(m:q ,rut pour' not Intl than 100 nor more than 770 uov odor to an eltac"ve dale 01 she commencement 01 1 1 0 terki to .1 ..*Monte of Heel, nW•ce, the rent npphcahle tot it”, pr 1pr rent pawl than 4101• lu the (anhcnmtnq ton f 1 *r;df P.aan9ralif 1, ant Ing H,*h n nonce o f tMeg oual,on the '.Ales than negotiate In gond Will lore renegotiator ,eel for 941q;Ihcundng rent U.7 period &inlets e.Mellty Prenrgrd to the cunlrety In another pa•Aviol, 01 th.0 Irate, n1,sn,nnejp 1� 1 still•" 1 ' )r' i ' 65.•00 03 04149 R ' RECD F 14.00 CIa�FI.L 04414.00 OSP C.pit SI 1gt1�'r' S1.11‘ 1t1� 1114iv,;$1t;tt \11,1 }tt)n 1 I R . 1 TOTAL r 5/,,000.00 /mo.(rc•undcd' Plan Check #89-324:, Boeing 9303 E Marginal Wy S THE FOLLOWING COMMENTS APPLY TO TUKWILA BUILDING PERMIT NUMBER_ DME PART OF THE APPROVED PLANS UNDER 1. No changes will be made to the plans unless approved by the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). 3. All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 4. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 5. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 6. . 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. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (19 Edition). 8. Validity of Permit. The issuance or granting of this 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 regulation or ordinance of this jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. X "I REQUIRED INSPECTIONS I DATE I PHONE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 433 -1849 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433 -1849 7 Framing 433 -1849 8 Insulation 433 -1849 9 Suspended Ceiling 433 -1849 10 Wall Board Fastening 433 -1849 11 12 13 14 FIRE FINAL Insp: 575 -4404 15 PLANNING FINAL 433 -1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Building 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 Division SUITE NO.: BUILDING PERMIT NO. S DATE ISSUED: I — I 9 0 PROJECT: Boeing SITE ADDRESS: 9303 E Marginal Wy S OTHER AGENCIES: BUILDMG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS 411 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. ?. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. S. 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 ventilation points clear. 3. 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. Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 872 -6363 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 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. a12WKI "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing , 5 Root Sheathing Nailing 1 6 Masonry Chimney V 7 Framing 8 Insulation 9 Suspended Ceiling \710 4 11 Wall Board Fastening 12 13 14 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL >(17 BUILDING FINAL z � d SQL b 4S �z 9 d - �4 &„, J 3 tsi o iat PLAN CHECK NUMBER �C� �k u L U J 4 v 0 t e t k 1 0 1 / o � u cr co of 7 Z �d C kr r n THE FOLLO'WiNG COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER No changes will be made to plans unless approved by *retti-teet —end Tukwila Building Department. Plumbing permit be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). 3gr Electrical work't.latLbe inspected by State Electrical Inspectors required electrical permits obtained through that agency. All permits!41/111be posted at job site prior to start of any 0 C r' construction. OP All mechanical work to be under separate permit. .1? . O When Special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. O All structural concrete to be special inspected. (Sec. 306, UBC) O All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) O All high - strength bolting to be special inspected. (Sec. 306, UBC). Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 15 Readily accessible access to roof mounted equipmentVrequired. Engineered truss, drawings and calculations shall be on site and Subgrade and fill given in J Any new ceiling grid and light fixture installation to meet (�._. 4 lateral bracing requirements for Seismic Zone 3. [u 1 U 1S z Y 8 available o Build' Inspect for inspection purposes. taoetx�ti= Nib 4 n 3Nat i. en-26.e. 61.:.:A r 6 ekt-i8 stF,NaTutz.t� op' (.4)A sYazre= ("ee& :: Any exposed insulation backing material to have Flame Spread l . Rating of 25 or less. O. V m 7 c .x s Statement from roofing contractor verifying fire retardancy of r roof will be required prior to final (see attached letter). si d 4 preparation including drainage, excavation, compaction, requirements shall conform strictly with recommendations the soils report or as directed by the soils engineer. and all c ' 8 All construction to be done in conformance with approved plans and requirements of the Uniform Building Code ,(ICi3 Edition), Uniform Mechanical Code (1965 Edition), Washington State Energy Code (Iglf Edition), and Washington State Regulations for Barrier Free Facility (t tI Edition). 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 desired 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. to i Validity of Permit. The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed tube 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 w give authority to violate or cancel the provisions of this code shall be valid „ -- -- U map Q e m L. �pw� o ? P �i�P r , R P� I flr�le N5p6Ct"i�D. TOE /NG `Subject: December 7, 1989 4- 7300- KWG -89 -1111 Boeing Support Services P.O. Box 3707 Seattle, WA 98124-2207 Mr. D. Griffin City of Tukwila Department of Community Development Building Division 6200 Southcenter Boulevard. Tukwila, WA 98188 D. Larson N. Bray B. Benedicto Construction Management BAS Projects 9 -08 Office Building Meeting Minutes fog. The attached minutes of the meeting at Tukwila City Hall ;between BE &CE, The City of Tukwila Building. Division and King County Building andAand Development are forwarded for your information. December 7, 1989 To: Subject: C Memo to File Attendees: S. Cruse N. Konwent D. O'Hara J. Metzger B. Benedicto N. Bray D. Griffin D. Larson E. Duffy N. Higgins M. Lechelt Construction Management - BAS Projects 9 -08 Office Building Meeting Minutes BE &CE BE &CE BE &CE Baugh Industrial City of Tukwila City of Tukwila City of Tukwila City of Tukwila King County BLAD King County BLAD King County BLAD 393 -2849 544 -2656 544 -2660 763 -9701 433 -1853 433 -1852 433 -1853 433 -1852 296 -6615 296 -6615 296 -6615 The purpose of the meeting was to discuss and clarify the inspection requirements for each jurisdiction (The City of Tukwila and King County BALD) for construction of the 9 -08 Office Building at the Boeing Development Center. Meeting held at Tukwila City Hall 12/5/89. 1. The permit set sent to KCBALD was reviewed with the Project Architect by the Tukwila inspection staff. It was noted that the building core as shown on the KCBALD permit set differed from that shown on the Tukwila permit set. Revised plans will be sent to KCBALD to include current revisions. The Tukwila permit set is accurate. 2. Tukwila policy is to issue a Certificate of Occupancy for Tenant Improvements only after receiving a letter of compliance with all permit requirements from the agency inspecting the primary building. Tukwila will not issue a temporary Certificate of Occupancy. For the 9 -08 Office building all KCBALD permit requirements must be complete and a letter must be sent to Tukwila indicating such by KCBALD before a Certificate of Occupancy will be issued. 3. The Tukwila Fire Marshal requested a copy of the building shell fire sprinkler drawings be forwarded for his review. 4. The required smoke removal test will be conducted following completion of the HVAC system and will be accomplished jointly by both inspection agencies. 5. Following issue of the KCBALD building permit, the KCBALD inspector will conduct a complete inspection of the building with Boss Testing. They have been providing inspection service under the KCBALD 308 construction authorization. The King County inspector has invited the Tukwila inspector to accompany him on this inspection for familiarization and assurance that the building construction meets all code and permit requirements. Dennis O'Hara Project Engineer Ph 544 -2660 MS 4H -07 City S Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206).575 -4404 Fire Department Review Control Number 89 -324 Gary L. VanDusen, Mayor November 21, 1989 Re: The Boeing Comopany - 9303 East Marginal Way South, Seattle, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the . following concerns: 1. 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 :& 12.114. 2. All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance 01327) (UFC 10.301) Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72A, 1-2.2 & NFPA 72E) (UFC 10.301) Local UL Central Station supervision is required. (City Ordinance #1327) EVERGREEN MOBILE COMPANY CUSTOM DESIGNED AND MANUFACTURED MOBILE STRUCTURES 22433 9.F. 68t,1h • P.O. BOX 1043 • I8SAGI JAH. WA 98027 TEIL.KPHONE 208 392.1231 FAA MUM 41/11 111111/ F A X S H E E T COMPANY :% pca p ert . ; c' I o _ATTN: to T' tD FROM: 5c -h 7 M c.H SUBJECT: It,: p a e a t _ lure it p 11 r Firtztvti.r. DATE: I 1 / PAGES: iINCLUDING THIS 6Hifn FAX #: el 3_ 1 � 3 MESSAGE: % A F LI 1? A-'C'�',�4e +1 D C u) _..,f'A i. 1'IL._ . E' -- ter ��l 6 fl-2 - el Nti FROM: ` 4 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT ADDRESS 8303 ORDINANCE COMPLIANCE CHECKLIST C O(.CIIPANC,Y GROUP rij- TYPE OF CONSTRUCTION [ ' LOCATION ON PROPERTY C�R�1 DTNG HTFGHT /NO of STORIES_ [✓ FLOOR AREA [ ✓OCCUPANT LOAD [? _FJOLI N _REQIITEEMFNTS I] [i 1 ] , DETAILED REQUIREMENTS: E�n ('CI IPANCY [ - TYPE CONSTRUCTION [a-' ENGRG. REGS. & REQMTS. L''�LHAPIER_ 51--10 14 - '. C NOTES: l _ 1 _all.�L�,l11,A! [-] 1:3 ) 0/1/4D El n JN it- /5 —gct Uniform Building Code, 19 t•A/C.. . _ PLAN CHECK NUMBER Edition. 1 3 CHANNEL SCREWED 24 "0 /C 3'Xi" CHANNEL GLUED DTL. BOWKER PARTITION CLC. 2" STL. STUDS 5/8 "VNL. GYP. W /CLIPS ;. PLR. CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PROJECT - AEI h1C N 1OtX.lL4 % Loc • T, t. ADDRESS el e, MAIZ6 1N AL •u S DATE TRANSMITTED • Plan submittal requested E THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. 1 • l c _ _ ?. C s Tto t_. ? Ta1 ta. 11 Plan check data! 1(._ % -9 A enmmants nranarAd hv. cAL-Zo °‘2.-- 1231 DATE RESPONSE RECEIVED oix PLAN CHECK NUMBER 8 C 1- X24 . F"OO"T I N G, A NAL`t j 1 to /Z7 /.; CAI ► ► Y P=AT ►WC Folz SLLCGT IVE ST`(LL AND SIZLS USE.D FOP= MODULCS LV CA= Gk=LCN 1• , I Lt. C O M 'A N ( . MA .Y$VILLC, !3Y GLc 01-4 E. N I N LE iz 1 N CS. E D M ON DS , WAS N. EOz O C EM S 1.0 UBC C1~1TEr -1 2.0 CON CgCTE P OC.KS ON AspI -ti LT 3,0 RE I N OR.CC.D ILOCKS ON SOIL 4.0 SE.LtC+rIoN CND T lsvwr,viAr4Y 5,0 CCRT CAT K ECEIVED CITY OF TUKWILA OCT 2 0 1989 PERMIT CENTER RECEIVED CITY OF TUKWILA n P ERON WINN ANAL 5iS 1+ l z 7/ea 1.0 U, t). C. CPAT Eg t n TAt;LA. NO. z,9 -A cog. SINGLE FLOOR BVILUINc 1 uTrl or Fb)NuAT►O4 WI'►LL - G Ihl WI °TII or FooTIt■G = 1Z IN. THICkWLSS Co 1'N. DC+1'Til C3 E Lot.") G.R.49(..n.1 EJ r IZ 1N . SHT. 2 of WUTr I) Wtic+:G UNUst/AL C.41.1/3/TWA!5 _ , F. oTit s * FevN!>ATIoN s /1"Lt LE A 5 letG't/ i1LCO 1N SC LT. 29 (. 2 7 Cot) . i) THE Gr-ouw i.) UNrUc.a. Tit rLoose. PiAy 13C C XCAVATC.0 To - PIE ELE.v,TtoN yr ToP OF Tilt FOOTING. $CC. 2_9O7 (' ) FooTIN C.aS Sb) #LL 14 ilvt A Nino irhL/fr1 DC 'TI3 AS IIJOI(r, J GU I1.1 TA .LC I.O. 2 -A (1NL.E.'IvS ANU TI)(- OLPT'll I S R.Lcor+i nir NU Et) By A Foil NOATIoN INVE~:.")TI 10N•. = vECtC Mobg ILE. CD. TAKES CX'-ti'T /0/ reorh TA>at.t. Z ! -A FOR T14C SNtC1nL A PeLrc.iTio OF TEMPuf =A i? y BA/IL t7 114GS BUILT no-41 rv1OwVLCS, USED 114 LOGAT1oNs WII1LN NAVE. NO FrtosT DCPTN SOILS TtLsiS AND FoOTiNG CN6 INtC12IN4 . DE'TC,Z ill 4N Ti 1C. Pgl wf,Z S CIEs. IV N Of S IZE. ik STYLES VS CO. Fool ANAL-i.:1::.? ' 2.0) GONG I~c i L 13LOCkS ON APIA/\ T 2,1) s Ifr; X 1G )3LOC Z PR+ V 10C.S GREATCIL F DN . W 1I:4T1.1, F76. H E ( G N T, A l7 E3CAP_s C AR. THAN U, B •C. TAtsLC Z9 -A -. FC)UP uA ot4 Vk'. - oP Asw(1A'LT = Z00 RSV, CP, ' A C v T Y C F v ) 2.2) 13 X 4' • 15LOC K• 1 16)4144 X Zoo; 355'S L 13 S. C. * V 6•C. FooT NG, o / /WI sHT. 3 Or 16 BLOC 1£3 /. Z4 L 1 — z- AS i'�1 ►1L 1 FOOTI NG, ANALASIS 2,1) 36 X B LOC ,---1.... 8.K 16 .. Woof) . { . l e K 16 I✓ LO C A: r e__ 0 X 16 01.0C KS 3 4 " 5 HT. 4 of c._ 36X36 V LO cg. 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'V -ft .L1M 91 Nitta 2/ 077 r(t s1 ar4ke r..,,040ivia VI Z9 30 Ns P r-t o f (cm S 0 / - 29 �1 3411 s Lr ;t4i 5'9NIJo J is fi9, Sao 9141 t44ILv, t411 . 017 O'S .tuts • 'h 1 J l I.0 0 -I hl I .: a 1.1 1 f.:1 r•1 ! t•1 i_i :J - J . 11 c.3 : : T I ._-1 .J r ^.8 -8 1 --` ny 1700 CUMBERLAND POINT DRIVE • SUITE 10 • MARIETTA, GEORGIA 30067 MBU -7 HT -6 RDB:gf Tie Down Engineering 5901 Wheaton Drive Atlanta, GA 30336 The results are as follows: Model No. Test No: All assemblies failed I -beam. etallurgical ervices Telephone (404) 952.0038 October 14, ,•1987 Attention: Mr. Jay G. Biggs Subject: Tensile Tess on Mobile Home Tie -Down Strap Assemblies Dear Mr. Biggs: As per your request our laboratory has performed various tensile tests on the furnished mobile home frame tie -down strap assemblies in order to determine their strength levels. Three samples oL strapping material were pulled in axial tension in order to .determine the mechanical properties of the strapping material. These tests were performed by gripping the strap in a Tinius Olsen Universal Testing Machine and applying the tensile load. The results are listed on the attached tensile test report. Three samples of the model MBU -7 assemblies (buckles) and three samples of the Model HT -6 assemblies (hooks) were tested by positioning in the I -beam loading jig as shown in Figures 1 and 2. Frame Ultimate Load 1 2 3 6,020 5,900 6,140 6,260 6,260 6, 39•©-�, at the juncture of the str the N Respectfully submit ed;' ; - " I ' VI"' CONSULTING METAL 'tJRG CXL S ERVICES Ralph D. Bowman, P p :rt ; r • J / �•. �' % �rr�j V�•�;.•r *i•.:. :. ' ::�' ;:: ; . t:. • +� +:a.�ir. fir: , .CMS 107=S8 ._- Sample Size le Width. Thick. or Dia.I Area (Sq. In.) Yield Str, Load (Ibs.) Yield Str. (P.s•i•) ult. Ten. I ult Tan. Load (lbs.'. I Str. (p.s.i.) Clary. 12) 11.' Iii. Tai I. 1.25 x 0.035 0.04375 5.640 128,900 6,340 i 144,900 35 0 4,375 3.920 1.25 X 0 ,0 13300 6420 , 1460 ,70 3 i 1.25 :t 0.035 0.04375 5,800 132,600 6,460 1 147,700 1 __ .. i I I- ! ' 1 I ' Nominal s ze dimensions su plied hT s1 't _ent_� I t I I 1 1 I i � l � i r: • Tie Down Engineering mple of: Strapping Material mple Markings: MBU -7, MHT -6 ialytical Parameters: Tested In Accordance With A -370 c. etallurgical ervices In 1700 CUMBERLAND POINT DRIVE • SUITE 10 • MARIETTA, GEORGIA 30067 Telephone (404) 952-0038 CMS File # 107 -88 Date Received: 10/9/87 Date: 10/13/87 MECHANICAL PROPERTIES / .• - • j + ' -•; - y 4 - •,' ` We here /av ti t e abgve figures are corr7r ass t he cords of: • CONSULTIN 111 - 1 ,1 ERVICES, INC. '� Name 1 _.--n, .1 ....... Ad-= Testing Laboratory '• . r i ! Revisterecl Engineers • Complete Metallurgical �'* I 111.1 opt[ oSSC�v11oN 1 i5'i'S I [[VISIONS Z tie down engineering, inc. pc, 0..o A roma Geow X43.10 111l I MODELS % /AB :070/MSeaM$ MSS AA :ZS G.-1/4LV'D ST..el STRAP DI. [Y I'-. NOAC" `-N CR. SY. C. &? V t [C No m` 1 o.. NO1 1P -3o1 , PROPOSED ANSI A225.1 (formerly ANSI A119.3) Manua ctured Home Install'ons 3 0�� 3.3.4 TIES - Strapping or other approved methods or material shall be used for ties. All ties shall be fastened to ground anchors and drawn tight with turnbuckles or other adjustable tensioning devices supplied with the ground anchor. (a) Tie material shall be capable of resisting an allowable working load of 3,150 lbs. (1,439 kg.) with no more than 2% elongation and shall withstand a 50% overload (4,725 lbs. or 2,143 kg. total). Ties shall comply with the weathering re- quirements of 3.3.8.1. (b) Ties shall connect the ground anchor and the main structural steel frame that runs lengthwise under the manufactured home. Ties shall not connect to the steel outrigger beams which fasten to and intersect the main structural frame unless specifically stated in the manufacturer's installation instructions. 3.3.8.1 RESISTANCE TO WEATHERING DETERIORATION - All anchoring equipment ex- posed to weathering shall have a resistance to weather deterioration at least equivilent to that provided by a coating of zinc on steel of not less than .0625 oz. /sq. ft. (0.19 kg. /sq. meter) on each side of the surface coated, as determined by ASTM STANDARD METHOD OF TEST FOR WEIGHT OF COATING FOR ZINC - COATED (GALVANIZED) IRON OR STEEL ARTICLES (ASTM A90 -69). Note: Slit or cut edges of zinc coated steel strapping do not need to be zinc coated. 3.3.8 ANCHORING EQUIPMENT - All anchoring equipment shall be listed and labeled as being capable of meeting all requirements of this section. Note: In the aosence of the enforcement of "listing and labeling ", it is recom- mended by leading manufacturers that traceability can be suitably achieved through indelibly marking the steel strapping every twelve inches. This identifica- tion should bear the manufacturer's name and the specification to which it com- plies. I. Drive Machine Installati s: 4 o r Attach the drive machine adapter head to the tensioning device that is in direct alignment with the anchor shaft. Position the helix -end of the anchor on the soil at a slight angle under the ex- terior side of the home. This will prevent the anchor from hindering future skirting installa- tions. Activate the drive machine and exercise control in maintaining full penetration of the an- chor. 1 4. III.Strap Tensioning Instructions: Insert the tension bolt into the anchor head and loosely attach the hex nut. 2. Place the strap end through the slotted shank of the tension bolt and bring flushly to the op- posite side of the shank. 3. 11. Manual Installations: 1. Using a post hole digger, develop a hole approximately 24" deep in the proper position which is directly under the overhead strap and slightly underneath the home so as to allow adequate room for future skirting installations. 2. Insert the anchor; position a piece of pipe through the head for additional leverage, and rotate with downward pressure in a clockwise direction encourag- ing it's final penetration. 3. When the anchor has been installed to it's full depth, repack the earth 6" at a time. Saturating and compacting with each 6" increment will maximize your im- mediate holding capacity. Once tensioned to the point that counter- clockwise resistance appears, a 5/8" open - end wrench should be used to hold the square neck while reposition- ing the 15/16" tension- ing wrench which will enable continued and final tensioning. Repeat as required. WARNING: Carefully inspect each anchoring location for hazardous local utility companies or building authorities as is necessary. Bend the strap at 90 degrees and with the use of a 15/16" socket or open-end wrench, rotate in a clockwise manner wrapping the strap around the shank of the tension bolt. Once fully tensioned; align the square neck of the bolt with the square recess in the anchor head and tighten the hex nut. This will draw the two together and lock the system into it's final position. underground wiring. Consult IT1. 1 DATE CIICIIPTION 1 6 . 1 - 52 ilv■sloss tie down engineering, inc. $C% ...,.. C ...• Arena Cw..v04 AIM 1 Tints MOCCLMtPA $32EB, TMNStom HEAD , COLT CETAlLS oz. IT • 141.14caCel CX. C.MacI'NPhVIC.i -I {CA" • NONE °`." ° AAUP - 2O1 of- 5 : Ac �iC TENSION LEAD (TYPICAL Cr i ALL ANC{ -IONS MODELS u/TENSION IEADS) ' TEN5fai E LT vs/1~0L= • ` p1 a TENSION 6OLT- FLAN F IN5TALLATioN NOTc- SLOTTED irOLT'.�i'�AP To VMP AFOt)NO £OLT AT LF�ST 5 FULL TUhNS EeFohe FINAL 1 TENSION EOLTS &lorEL 6IS6) ARE 11 N2 ! /SGVAPiE NECI'-1, HEX HEAD, 4 ZINC FLA -�D (T YF) O 1 TEliSION EOLT ' %..L0 i (O55 VICE 1S ( T 6 ) 1 • F • HOTS - - TVII`SiON i DLTS (MODCL k5I56)APtit x 2 -" uCX NEAD ' /5QUANE NCCI ;NC PLATt=D)'L /N - TCNSICN LT LADLED V FOh F`rNAMC AT �ACW MT ONLY. - T trelON :OLT LACc LEO FON v T iCA 1N`NNON. p r wma mi f i gt Professional Service Industries, Inc. ES1EO FCR Tie Down Engineering, / c. 5901 4ineatenCrive Atlanta, .:ecr;la 3032G Attention; .._ . Jay Biggs GATE April 12', 1983 REMARKS: Professional Service Industries, Inc., performed pull out tests cn three cross drive r .: anchor tip ..owns. Ties anchors were submitted t- PSI color coded blac... Thirty er.3 :cr`. -ei - inch cross drive rod.: were cisc submitted. The a.. -.. - -- were _ns=aile3 by drilling 7/3" diameter holes through a 6" concrete slab. : e 30 and 43 inci. _�ds were driven thro::gh the anchor he: :s an:: slab into the be;:ath -...3 z1ab. The rods were ar' a7=roximattly 60% 'of their length. Regardless .cod length, none of the rods extruded under tension. . The tests were co;.::'. -t=d __.:y a chain a:.oun- the tension bolts installed in the enc cr rids ar... ........ -. , to a center .•ole -ac:: directly above the .•ncho �• a ^- 1 b ' c ' o the ' ... a ., ,._ d. .. _ rat_ .. d . _ for tit .. a attached. E3 :. "SULTS Test Cross -rod Length Color Total Load ;1o. (inches) "'.ode. Applied (lbs) Mode of Failure 1 48 clack 5150 7.nchcr head tai .sting - uplift +3" 2 43 lack 4900 Anchor head twisting - uplift +3" 3 30 :31ack 6300 Anchor head twisting- uplift +3" 525 Webb Industrial Drive, N.E. •RD.;::CT Roc :: Archsr Pull Cut Tests RE^ORT':G :44-30C39-02 Respectfully sutitted, PRQFESSIONAL SERVICE INDUSTRIES, INC. James D. Mackie 1DE Division :Manager • Marietta, GA 30062 • Phone: 404/424 -6200 R ��p �T 'l:8 r,„ V L 1 d (?1 6 fsr1 "4 g� h d c IllACTIONI TOl1IANCII 11XCIPT AS NOTID) "tip' R 0�� P FLA H� 'LLNCNEi,� -1 . 5; . x . . �` . NOTE -- ITI. DI. SY – TEPISICN ?CLT S (MGGsLa :52i A.7 %0' - 13. x244 " L HEXne:1 VS�U : = NECK (ZNCPC.A•i2.'O) W /` — TeNStON ErOLT L EJ-=D FCR FRI ME oi' — TENSION RTIGP.1- TENS10% - ∎• ICAlt DATI FOR 'Fit IIVIIIONT Z o Z DIICIIPTION tie down engineering, inc $ql vrwIr' p..4 •w*+s Gape 70..Y C11. 1r. C. MacK. .N,i iC 1 DI, ND 1 , � r F a 1 N C , A N A CA l�AC ► T Y P.AT ► lJ G Foci SLLCGT I VE AND SIZES UsEo Fog- MODULCS CONTCNTS r r + 'i,�' • •i'�'. w %. �r . Mo"5I Lt. CoM PA MA =YSV►LLC, WA svN, 13Y _ DC.Lcot ENGIIJEEZ 11•1Q (AZ EDMONUS, WASH. Des42v 1,0 U Bc C } 1 TEr-1 Jh Z.D CON CgCTE ?,LOCKS ON Asp ii-ALT 3,0 RE IsN t OR.CGD BLOCKS ON SOIL 4.0 sELt.c"TIDN CI-Ik T (suriri,nv• _r 5,0 cC2.1 Ir CAT ISO RECEIVED CITY OF TUKWILA OCT 2g1989 PERMIT CENTER )0/z1/85 FOOT M c; ANAL`( S 1 S 1 V,1, C. C$ %TEgIA TAO LC NO, Z9 - A coTz. 5 I NG LC FLOOR BUILDING UI I DTiI or Foy IJUATI oN W/1 LL WI DT1i or FooTIKG = IZ IN. TN1CKI•GSS I t G o 114. UCVTHI ( G.R..o't10 r. I IW • G IN SHT. 2 v F NoTC S 1) Wt1LeG W.HIstint. 5 FuoTir- o S FO uNW'TION S S11nL.L. L`'E A 5 iatal I 12..C.0 I N SCe-T. 2 (.2 7 &&) . Z) ThIL G►g ()NOLA T11C F'LVOk, fl1Ay 13C E )CCAWITC.0 TO THE ELE.v'T' °N ar Tr%t= To OF THE. FOOTING, 5 CC.T, 2., v 7 (40 Foa r rr.) cs 511nLL 14 )1%4. n PIIN Ir,vr i DCPTIi AS IN►)► (.n•iet) 114 TA $31..C. NO. 2', -A ()NLEATaS ANvrllce OCPT+I I<LcoMME By /A FQL NDFTIOIJ 1,4vr_sT1GAT 1014 EvEKC ;r.c.CN 1►'1uk&1LE CD. TAKE., C PTI QN F4O ,61 TA 13 ! - i\ FOR T14C S JAL A.PeLIC.A OF TEMr OKA KY B.VILV iNGS / evlt.T Fl4•00 r1ola )LCS, UsEL7 LOC- AT WI IHAvt NO F'n(7sT DEPTH. SO11.5 T1 15 A1413 FowTING CNG114tC)21NG DETCR2 T/ fG Pg!wtM. S CL c.Z N or .SIZE $ 3TYLLS 1)5Et), 2.0) GONG PC. i E. BLOCKS ON A5PRALT • Z,1) STD. 1G X 16, 13LOCIC FOOT 11-16 A NAAL`, % ( * (2 " Oa 16 a [ ( x 4 ' ) 4 1 4- (*- V•6.C. Foo r% JG,) .4" X1? N.A 1.T t i • I x/27/11 St-4T. 3 or PPoviots GREh 1 c FDIJ. b1/1DT ♦l F76. NE.(GHT, AN13 P,CAP ►NG AR.CA THAN U. B •c. V3 SLC Z9 -A X-. FoursuA'TIG( f P_C55uFE. oN /1sv'hA'LT = zvvv CA PAC ►Ty c1 Fv) Fv =[(16 X 14) 4 14A- X 2ovv = 3 S5S Los, 2.2) 1 x wLoc 1� 16 "131-0cK5 1 Y. 24 c a c ti h- A S X 2.000 S,355 LI,S . PSV • VC.�OT i1 / jai A L(51 S r 2.3) 36 X 3‘ • B LOCI;. ., , ..„....,... 1 in 12 r / 1 Co - Ell. co STresr 0 1'Sa' MA4T'C 3, TYrE N) F3 )CJ6 X 1u0 w 12,JOo L,ss, sou_ . ; 12.7000 - 1591- P S F . (34. X34). 1 ,,� EC3i x:54) N 8 Kt6 W OOu s HT- 4 of le KIG pX 16 010CKS 36 X 36 G 1.4 Ck -- 2. 144] X 1514. 12,1300 L Q,.S- FOOTING 51 ZE s -rANuiv .a COW. 61.Q(. ON A51 • Ik'- E1t3FOe.4E0 Co1.Je . el-O . OP :50 )1... . 16)04X X555 LS. Z 66 7 t. 18X z4 X4- .5" 333 L4► 4Z00 'LS. . 24X Z4" X4- S 000 L8, 5 CvOld► .. 1.8. 36 x 36x 4 i2, Dog L B 1 .2, . Soo LB. AUG -- 1 e-- e9 F k' 1 1 ? : ?:E 1IF.I_r: I NI I h1EEI 1 IAC 1 .c * AN #L 1 1. II) r f ie 8 swr 9. of r 5.0 ENaINEEP. 4.0 5E. L T10 4 C Art GE C' -T tF 1 CA7tQ 1 ?'rte OEs1a1.41 GF Foam-4 as 11 DTs `rite vgc. , l96& MT10uu , STadss eEavt,e ejrs A N» is 1 fJ i4 CL v 12 WI'W GL W 1'111- SO 14 h'*C• SS U iGE, APO Z Pray} !! F Fool*" N 4 S WILL. s3£ DETCg1t'''1NED sy 3 0tL TEST /ANA LA I- Pis T Co1.a► apraoNs. 4/0s10EI2. 1p )E wynof of Teti `r•;Errl 1°'ORA N A.P7vie, ,� OF TkI€ MoOvL,ES 6E. t..) s u $ / oil e sionm. 01 ' Q e • at -za -os f : 6 4 1700 CUMBERLAND POINT DRIVE • SUITE 10 • MARIETTA, GEORGIA 30067 Tie Down Engineering 5901 Wheaton Drive Atlanta, GA 30336 The results are as follows: Model No. MBU -7 HT -6 I -beam. RDB:gf etallurgical ervices p Telephone (404) 952-0038 October 14, .•1987 . • Frame Ultimate Test No: 1 2 111.4... • • ' • : ;1 il..;r: -. . ' • . . y; 1;111.` . ,...: •Y. .1111 .e ' ' ; � �N. i. .'Ii .'~.':� y'I:... Ii. ?1 X 444 s �R,.: . .„ 1. 'ii 'i:. i.a` .._T'i • 3:rf. , .CMS . 107=88 rr Attention: Mr. Jay G. Biggs Subject: Tensile Testa on Mobile Home Tie -Down Strap Assemblies Dear Mr. Biggs: As per your request our laboratory has performed various tensile tests on the furnished mobile home frame tie -down strap assemblies in order to determine their strength levels. Three samples of strapping material werepulled in axial tension in order to determine the mechanical pr of the strapping material. These tests were performed by gripping the strap in a Tinius Olsen Universal Testing Machine and applying the tensile load. The results are listed on the attached tensile test report. Three samples of the model MBU -7 assemblies (buckles) and three samples of the Model HT -6 assemblies (hooks) were tested by positioning in the I -beam loading jig as shown in Figures 1 and 2. Load 3 6,020 5,900 6,140 6,260 6,260 e 6,3 All assemblies failed at the juncture of the straapdwith the \\ Respectfully submit ed, "r CONSULTING METAL URG.CA SERVICE i . ' �✓ e r'h — ' Ralph D. Bowman, Sample Size * Width, Thick. or Dia. 1 Area (Sq. In.) Yield Str. Load (Ibs.) Yield Str. (F•s•i.) ult. Ten. Load (Ibs.' ult Ten. Str. (p.s.i.) Elor.g, iii % Ili, rJ 1 1.25 x 0.035 0.04375 5.64() 128,900 6,340 1 144,900 2 1.25 a 0 035 133.000 6,420 ( 146.700 1 3 1.25 x 0.035 0.04375 5,800 132,600 6,460 1 147,700 I 1 1 I 1 1 I * Nominal skze dimensions supplied ky client-. I 1 1 l I I I . - 1 I =or: ' Tie Down Engineering 3ampte of: Strapping Material Sample Markings: MBU -7, MHT -6 nalytical Parameters: Tested In Accordance With A -370 C7 etallurgical ervices � jn Telephone (404) 952.0038 CMS File # Date Received: Date: MECHANICAL PROPERTIES 1700 CUMBERLAND POINT DRIVE • SUITE 10 • MARIETTA, GEORGIA 30067 107 -88 10/9/87 10/13/87 CONS R{/,� C Name �. ✓1 1 � Testing Laboratory \ \ \•`L`�y EP Registered Engineers • Complete Metallurgical •: -_-'�/ We here a@ flay: at.e e aitte figures are corr�+rt a Co rhtained i in he cords of: L'LTING I T�►'I: I .. 'L, ERVICES, INC. LTI. 1 DATI OIICIIPTION 15 I •IVISIONS tie down engineering, inc. 1.. W-r0'O... OM AMMO. G40 =Ma c ove j T I rt 1 McOEL5: ms G70,m56O,M542, j MS7 it AottiSS e ,LV'D SIT-= OIL IT P. NOA.C•"T CX. 11'. O. Marl &?IV 104 tC NONC.. f DI. NO ittuP - 3V 1 3-3.8 PROPOSED ANSI A225.1 (formerly ANSI Al 1 y.;i) Manutctured Home Install ons 3 0�� 3 -3.4 TIES - Strapping or other approved methods or material shall be used for ties. All ties shall be fastened to ground anchors and drawn tight with turnbuckles or other adjustable tensioning devices supplied with the ground anchor. (a) Tie material shalt be capable of resisting an allowable working load of 3,150 lbs. (1,439 kg.) with no more than 2% elongation and shall withstand a 50% overload (4,725 lbs. or 2,143 kg. total). Ties shall comply with the weathering re- quirements of 3. 3.8.1. (b) Ties shall connect the ground anchor and the main structural steel frame that runs lengthwise under the manufactured home. Ties shall not connect to the steel outrigger beams which fasten to and intersect the main structural frame unless specifically stated in the manufacturer's installation instructions. 3-3.8.1 RESISTANCE TO WEATHERING DETERIORATION - All anchoring equipment ex- posed to weathering shall have a resistance to weather deterioration at least equivilent to that provided by a coating of zinc on sleet of not less than .0625 oz. /sq. ft. (0.19 kg./sq. meter) on each side of the surface coated, as determined by ASTM STANDARD METHOD OF TEST FOR WEIGHT OF COATING FOR ZINC - COATED (GALVANIZED) IRON OR STEEL ARTICLES (ASTM A90 -69). Note: Slit or cut edges of zinc coated steel strapping do not need to be zinc coated. ANCHORING EQUIPMENT - All anchoring equipment shall be listed and labeled as being capable of meeting all requirements of this section. Note: In the aosence of the enforcement of "listing and labeling ", it is recom- mended by leading manufacturers that traceability can be suitably achieved through indelibly marking the steel strapping every twelve inches. This identifica- tion should bear the manufacturer's name and the specification to which it com- plies. 0 , " -MAP e/ 'T' 1.2d— ' 1. Drive Machine Installati s: 4-or 5 - Attach the drive machine adapter head to the tensioning device that is in direct alignment with the anchor shaft. Position the helix - end of the anchor on the soil at a slight angle under the ex- terior side of the home. This will prevent the anchor from hindering future skirting installa- tions. Activate the drive machine and exercise control in maintaining full penetration of the an- chor. 1. 4. II. Manual Installations: 1. Using a post hole digger, develop a hole approximately 24" deep in the proper position which is directly under the overhead strap and slightly underneath the home so as to allow adequate room fo'r future skirting installations. 2. Insert the anchor; position a piece of pipe through the head for additional leverage, and rotate with downward pressure in a clockwise direction encourag- ing it's final penetration. 3. When the anchor has been installed to it's full depth, repack the earth 6" at a time. Saturating and compacting with each 6" increment will maximize your im- mediate holding capacity. III.Strap Tensioning Instructions: Insert the tension bolt into the anchor head and loosely attach the hex nut. 2. Place the strap end through the slotted shank of the tension bolt and bring flushly to the op- posite side of the shank. 3. Once tensioned to the point that counter- clockwise resistance appears, a 5 /6" open - end wrench should be used to hold the square neck while reposition- ing the 15/16" tension- ing wrench which will enable continued and final tensioning. Repeat as required. WARNING: Carefully inspect each anchoring location for hazardous local utility companies or building authorities as is necessary. Bend the strap at 90 degrees and with the use of a 15/16" socket or open -end wrench, rotate in a clockwise manner wrapping the strap around the shank of the tension bolt. Once fully tensioned; align the square neck of the bolt with the square recess in the anchor head and tighten the hex nut. This will draw the' two together and lock the system into it's final position. underground wiring. Consult LTI. OATS DISCIIPtiON 6.1 -& wtig:lams tie down engineering, inc. $QCI wheaten On.• ' Awno c.a.00 , esx TM( MOCCLMTDi4 tIZSB T t—tstoM HEAD ; tots CETAILS 01. IY • cx. Sr. $1.1 , C.Mack`NANVICI -1 :cAtt 01.1" M-1P - 201 NONE - 201 TENSION 1-D (TYPICAL cm ALL At'tCE -ION /AODELS `u )/TENSION 1- IEAD5') ` , • 1 Y : Ul -•1 TEf S ON 6JLT (.OE5''UICE) ;4431. r�hU Nip: ��-� g �( ►��.tAG TENS{Cfil EOLT v% /{=CL;. • TENSION 6OLT- FLAN * ltieTALI.ATION NCYE- SIOTIED COLT -: ,P TO k.'MF AFOVNO AT LEAST e FULL: Tuft-As EErOP FINAL TeNSIOHING-. TENSION EOLTS 0 B ISB) AFE 1/so -Iix a" `t "VAP,ENECe HEX HEAD, 4 ZINC F 4'.D (TYP,) NOTE - T?`NSIOti l t_TS (MODCL 6I5E5)AP,E -11 x2 4'' I.4 X WEAL) ra/SQUANE NCCI`,(Z.INC PLAT D)" /N TS. - TCN�ICt•i :LT LAMLED c9 FON FF.N.4.Mt A T 441Met•iT ONLY. - T NStON LASeL ® FON v�,;T ic4_ irN5tON. CATS i t,x Service Industries, . Inca - _SEED FCR Tie Down Engineering, 1'.c 5501 Wheaton Crive Atlanta, Jeorgia 307 Attention; Mr. Jay Biggs April 12, 1983 525 Webb Industrial Drive, N.E. "RO =EOM P.oc;: Archor . Pu11 Dut Tests • -UP RE =ORT ►:0 :r.: ' :44- 30029 -02 • REMARKS: Professional Service Industries, Inc., performed pull u 1 out tests cn three cross drive r : :k anchor, tie dawns. These anchors were s h itted t- PSI color coded :.lac... ant f rty -s ; - inch cross drive rods were also submitted. The a::_..cr:s were installed by drilling ' /S" diameter holes through a 6" concrete s1 ai . .::e 30 and 42 inch rids were driver through the anchor he: :s and slab into the s;.hgrade be: :sti tha a:ab. The rods were 'river. a^proximattl_ 60% 'cf their length. Regardless oZ rod length, none. of the rods extruded under tension. The tests were con_ _.:t:d hy s =r--_. ng a chain a_ou.... the tensior. bolts �. the . t. a ' r e� ^. o t directly �n5yalled In � ^e �nC. ^ ^.Cr .3163 3T:.. ...:::... _..� �J v •1 -jack °..trove. the 1 :.ead. '` .1 d:tn for the s attached. Test Cross -rod Length Color Total Load X10. (inches) 'ode Applied (Ibs) Mode of Failure 1 43 E'_ack 5150 F.no cr head twisting -uplift +3' 2 43 Black 4900 Anchor head twisting- uplift +3' 3 30 slack 6300 Anchor head twisting - uplift +3' Respectfully submitted, PR FESSICNAL SEERVICE INDUSTRIES, INC. , dames D. Mackie NDE Division :Manager • 1 e . • Marietta, GA 30062 • Phone: 404/424 -6200 .%ci 4 4‘ 1. 0 1\14 C'Ac to • 1.8 • V S1l 1 4 n r'r ' F f ., _ 11 0 . b /I go 'iv .2" , , ` ,,, li' ��� 1 '�� y 1 Cy ' , (? 16 ? G , N 3p �G ,�1: h Tri ., . - Z: L dot INACTIONS ANOLIS N ATIIIAI 05 y II�J• 1 ' * re C4;0 kb UN 444C flUN NEB . NOTE --TEN CM (MCG_LS :s ARC /0 = 11 x2VA. "L. HEXI - i - 'v /G~ NECK (zl, :C PLAT ) '' /'-UTo.� -- TENSION FRAME ATTAG.I- +McN► ON _ TENSION WL.T LABELED 3 FOR VERTICAL TEN5kOti• TOt1IANCII 1 LTI. (1 %CI ►T AS NOTID) D /CIMALI $CAtl DATI i .. 9/i ',VISIONS I DI. NO s pot . r • • 2o�Z DISCII TION tie down engineering, inc. V109 t1999149691 09.999 **wove Ggpo 3OV TITII :1CCEL iN N4 /P.P..A•X%.^,. DI. Ir CII. IV. .. < C. MBC1 -47; IC, DESCRIPTION AMOUNT RCPT • DATE BUILDING PERMIT FEE 72.00 3037 10-12-Fig PLAN CHECK FEE 47.00 aQ37 1D- 12 -E9 BUILDING SURCHARGE 4.50 3037 10-12-39 ENERGY SURCHARGE SQUARE OTHER: TOTAL _•. - a TOTAL • . • . - Al TOTAL . a1 -a. PROPERTY OWNER Boeing PHONE ADDR 5 ESS 972st Marginal Way South, Seattle,_WA �,a PHONE 392 ZIP 31 -1231 CONTRACTOR Evergreen Mobile Co. ADDRESS P.O. Box 1043, Issaquah, WA ZIP 98027 WA. ST. CONTRACTOR'S LICENSE a EVERGM202KT EXP. DATE 3 -31 -90 ARCHITECT NSA PHONE ADDRESS ZIP !SE -3 / / CODE COMPLIANCE / / / '.ONING: M -2 BAR/LAND USE CONDITIONSDYes ®No 3o0R SQUARE 2.4 OCC. •_.• SQUARE OCC. 1 .. • SOUAFE OCC. ! . SQUARE OCC. • -. SQUARE OCC. It . TOTAL _•. - a TOTAL • . • . - Al a =a a1 -a. TOTAL rYPE OF CONSTRUCTION: UBC EDITION (year) V11 R$ SETBACKS: N - S- E - W- =IRE PROTECTION' Sprinklers ® Detectors 0 N/A O UTILITY PERMITS REOUIRED'?Q Yes (X�No (ttui Publlc wcrlc�) '.ONING: M -2 BAR/LAND USE CONDITIONSDYes ®No ONDITIONS (other than those noted on or attached to permit/plans): PF'HOVED FOR f, BUILDING ;SUANCE BY: ti.4 IC e9 � OFFICIAL DATE: /,- / - Y? I hereby certify that I have read and examire('this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance or work. 1 am authorized to sign for and obtain this building permit. IGNATURE: /2"7&to // . .-/. DATE: / - /7 - 90 RlNT NAME: ����C /�= �!"' 1171�C`i�t C COMPANY: V i_ t P6�/ M..c ✓mac a O CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433.1849 BUILDING PERMIT NO. DATE ISSUED: ' :■ . ;:' PROJECT INFORMATION SUI ar S ASSESSOR ACCOUNT a 332433 -10 TYPE OF U New Building • Addition P1 Tenant Improvement (commercial) • Demolition (building) ■ Grading/Fill WORK: Q Rack Storage 0 Reroof 0 Remodel (residential Q Other: DESCRIBE WORK TO BE DONE: Add partitions to make two new offices per plan. PROJECT NAME/TENANT Boein This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. RTIFICATE OF l DATE ISSUED: :CUPANCY NO. 9303 E Marginal Wv I - 17 - 90 DUILu11)1,a I t1mi (POST WITH INSPE,..ION CARD AND PLANS IN A CONSPICUOUS LOCATION) FEES VTU • •T•" - 5.000.00 FILE COPY 1 understand that the Plan Check approvals are subjeC to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of contractor copy of approved plans acknowledged. By4 0 Date../ /7 ka Permit No b. ii. EVERGREEN • MOBILE COMPANY JOB NO. RAWN BY CHECKED BY S/N APPROVAL DATE • ' . THOMPSON SITE 1 • % :.• 14.01 1 • jts AO, t : f s • 't • CAFETER/A rt c : • Law/ / _ 9-49 • . ' . • • e 55 • • CENTER --e-r--4-.■■=DISPENSARY - • ; 1 , • 1 * . ; OOD I:LAZA - • • , :• • ‘i -•:• _ A " •-„ • • • ‘.-••• •• '•"'• • ' • • :- . oGamin 11%. 1 1 .y • • . „ . „ • - • - • . PLANT 2 .14, I-. • F. KENWORTH CORP 7 % ,r . • FROM - ge - 04, TRAIL • - ••• s 102nd ' ; :RHONE POU e OG4,:rt 0 • • . FROM ••• ' FROM DOW N SEATTLE • ; • • • • • , • . • 41'. , 'E AST • •■•• ":• BOEING • 17427 •-•' ..FIEW ki • , . .NG COUNTY • ./1Z1.- . :' • , AIRPORT OFFICE % coma (FAA) , : . • • ••• • \: \ AIR • • ' 13 -% '• • ••• • • • • \MOSEUM 1 W.:;;CA\• • . „ 4ti (.10 /N. /■11•/1/W : • ci21„.; • 05 426 ' ••• • 1 9- • • 1,ast)\ os • 1 7 4 1 1 , 4 7;s - „ t 1 . : ' ; ••••• •. r ; , •."• . • . . , . ,. \ \ . •! - ; -•-• ' • ;', .. . : TRAIN ; i-53 9.55 Z 13- .1 ' • . \ - : " i ' 1/4 99 , 4 ..s 9 430 • . f . . . ., • % *. • • - 1 . • r • V , - .. ; c. • le . • . • pp : •.. oxsow : . -.,, .. 7, .,.. . • . • . , ls. 0 . . ,,‘ BRIDGE . . ,...,4 0 0 \ OXBOW LOT '-', 7' / .,..-; t , . ...„. ‘..\••• I: % ...f ,f . : .25.. :- . 2 7 5 . 1 25 : 3y5 41 , BOEING EMPLOYEES / i - ' ' • :,.... • - - , .., , ACTIVITY 4 , - • -,. ' . . s, \ . 4; 1 '' I ,.k /.. CENTER ),;" 'S )/..-- 7-250 : , i k --% .' • \ ■ . / ‘ 1 •• ;* . ,. ' A ... •p_ t A.:, • 4 4 . ,. ---. • %; i ' % , CORPORATE • • ir • T . PARK : ,• . Z. S.../ • z- ?" . •• .- • - t)1, e 0 ?C ' .. \ lr) % 47 .\... • v.:, 1/ , - • \\ • ; KESTREL BLUEPRINT INC.! 120356 01 • . CAFETERIA • • • r• • ' • • 7N S I I / /1. 1 /0• 11 1■•••••••■••■■•••••••••,_ 1 DP,6N‘jir-tel I6 ro - ro Ft-acg. ri At-JD Ac_c_ecs, /S,ND PoF'Mlarr 1 1 1 1 1 1 1 1 1 1 1 Exlr wel t A-,1-)t-fALT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ••■•••••• - TOP 51(qt • I I I I I I I I I I I 31 r f3L-q 9-007 11 E l'ITP•z c-5 i i 1 -- •k- ----- 71/4 __,... ..,. .._.,_._ fl ------ 4: 1 0 0 , . , i i 41 ' 1 1 .5 61: .., No.18 L.l t -r1/r T riN REV. NO. '‘14 / r-6. , c'FPIce. F w/ 5 - )(6 vEs I4 0 ,/ AND WC, P/sr-IP • DESCRIPTION Wixrel2 4TL/ -p ts..1(...1 FROM E ticgc•i• - TO 5. rizypc .Jet RECEIVED CITY OF TUKWILA .00T:?01080 PERMIT CENTER • A rRoPeg E -\ . q .) . ' CITY OF TUKWILA o A PPROVED BUI Aria. f, DIVISION Tivistr ImpAttEmair • TmFzMiN..a.L. TE THIS DRAVING CANNOT BE REPRODUCED WRITTEN CONSENT Of EVERGREEN MOBILE C074t WIT got 3"X13/8" CHANNEL SCREWED 24"0/C w CITY OF TUKWILA 1 APPROVED 1, taiv A8 1' :91 „„ 4 1 '4' BUIL DIVISION 3uX1 CHANNEL GLUED 1 111) Ii1 FLR, DTL. BOWKER PARTITION I ... ' ' .3 t 9 t 1111 1111 CLG. 2" STL. STUDS _) GQtPE L7 Sae4c414 -Top ©f 1 eati-Z4S. 6 1 X. .6/m6aq 5/8"VNL. GYP. \d/CLIPS 4 c " s 1JIl I 1111 1111 VII 111E11 1 1111 1 1111 1 111 11 111 11 111 1 1 51 •1• No.18 ?%. 11 • . , . . „ ' ItENTIIEL. BLUEPIII$ST INC./ 12 0356 ; . • T r , - •-••••• • - • • •"'• • "•;',-;: . • -• • ' • J013140. 912_ APPROVAL THIS DRAWING CANNOT RE REPROOUCED WITHOUT WRITTEN CONSENT OF EVERGREEN MOBILE COMPANY ;'" E N ' E j: PmerLI-ItsgeaNT 1 * SO vJ - • • Pv-gr rf2catizeti&431.z../Nuc osr 4 4 W X E lz'o:.-1 • L-' N& D. eocEPT44 5L5C- Pz'st\le L. 2urL.4.4_ rz.--c-6rrAc Lac ICA 12"1x 11" /(67 J 50x. )(-0\rg. FOR H .■/-b. • . To A-122ovE. &'X.10" HV.. Rgis r - _ 4 ••,•`• •- , • 22 4:PR. c.....-HEt:) ---'-'--:---___-----. - - - :PR 3:668'i-In.._ 11L. r2aat 11 • • iwi Ce ._C.31...-, C-A--05;1e,.Y4-1-e-,C=r1---.- , , , :7:7T ,i ,..: „ •11 1.4:,evE 4 ••cTIv 1 5- y/ I . t 4 1 1 (s.L '' tilt.; it r,cik. v.i/l ,.- ,.',,' ' 1 1 vocg._ ,v.// 17-2') 1'1" c • 1 4 - '-:•-, G-L-0 r ' • ,,..i0,.Z;:, _yaLs' -../.yt., L IN • os..GET ... ' * ';`/ •••47 , Ar/ ■•Af ‘?Tizir? ,r:,71 IA,F4:14-1- - .:„ -,, ; . 'F' - ia:".4iii:°""'' 66 ' 1 ' tz : :.;%t1 N''L :J L .6. -:* I 6 t1 4' I - ; L : 7tt<1 L. -''T . B *....11 • I I\11e< 10 (7R...6.\A/iN 11 II s 6? 2 (4 LLIX-1 cL-T5 1-6 Rip -ro 2-$i© 6, •EC- ION a) 1 /4 Fq---4•W 1. Ft.--aS rL-A.11 \.■// a LS c-,TRI 2„ Fout,IDA,-tioN1 00C1-1r-lci Ii3u11-Dit4C4 LT1 5. oe.FL ecre:p IL)NCR PL eP 4 D-ecK, • bwrwL5 7 " ••,, gM) . C.--0 NI PL-5)( t-1C)01.,Le - L-4 ST POL _$4 ‘, t(„) 0/L.. 1 1, ,101 AL-1/11 11 1-1,2 _ • 1 I 1 I 1 I 1 1 1 I 1 I 1 I 1 I 1 I 1 1! 1 I 1 i I 1 I 1 1 I 1 1 1 I 11 I I 1 1 I I 1 1 1 1 1 1 1 1 f , 'tx/ep L. i 7LL)N1t'5 1 4.41 741), e s / • Jo c2 -- ------•"----,.._...- -- ---..,_ „..,• ----- ,...........„ .....--- ' -----_ --•••.•`'''''-•"' '—.-, ______\,..........._ ( rize-Viou5 t&u:76- Rrz..t-iir h1.0, 1•56,c7 f . 6 [Lo OFFICE 21 A T-1 LZI 1 1 CITY OF TUKWILA APPROVED Npv .; 1989 BUILD, • DIVISION af1 OFF DESCRIPTKIN RECEIVED CITY OF TUKWILA OCT 2 0 1989 PERMIT CENTER o1-4 F- EC.ENC L IDD rc.g.ri-rk5 RAE tr-P1 jA.C•gf-, .D•11.r7 ADDe_t) Bou/K&K?, pAfariTiokr? 7-15-T3 0 1/45 O e.l...C.7rR C-01I+ 14 Ni• •Thlegt-ior-Ar LocA APD Mar-) 1z-)1Z PRAIP5/3/19 i&-10" f. RsTc2c hE A p DATE EVERGREE MOBILE COMPANY •- • . 1 Xs) -37 10: •• s • ` ' • KESTREL BLUEPRINT INC./ 12035e 1111111 I I I I I I I I 1 1 IN REV. NO. DESCRIPTION N JOB NO.91Q CHECKED BY 22433 S.E. 5& MOBILE A ISSAQUAH, WA 98027 P.O. BOX 1043 COM PANY se (206) 392-1231 DRAWN BY .47fr" JOB NAME if7e).. H-46 an/t4 ••"1:). . 119,t".1 DRAWING THIS DRAWING CANNOT SE I:EPROM:ED WEN IOUT WRITTEN CONSENT OF EVERGREEN MOBILE COMPANY w, alm LING jr" 4 cc9c \Ai/ 4- e. 556. n' )e 6, RC) g4., 1 UMW NW UMW m acconiafte neh AN Sluded 240_ • • , . , . 11441100 64asonsi PeNormanat Flom 41 R495m N nu*num emir Nano reqmen pm DOE Insi prxednres In OW it Om' of pciang. .` ifIkercy relnps Mtn °Maul WM OMANI 0020403 Id lordoce0 4e0N0 . • • s • u A 666. LE. n000 30.000 ' • 24,000 20.000 2.74 • - • 42.500 3 57.000 • 7.50 35,403 too: 0 70 7.115 ' , 1.70 — 35100 - s. SAO CCP 2/0 • - MAO. 10,000 +•• 20200 1.00 10;z3 • • 26.1S0 • - 210 11.110 , tc• ' NEATIIIG 17* - eft • ; 114 - 110 1.06 - • 114 • 1.00 • 1.66 • 1.00 ;•ii NIB BIB OCT 2 0 1989 PERMIT CENTER Izt v5 • Vr:444 Pro 644. l IIII lI IlIII IIII JI I 41 5 ' 1' 1 ' 1 ' 1 1 1 ' 1 ' 61 / N • I • t ImmullriatiM LOCATION: aC:1Ei ..........m. , ......._ --I --V- VOLTS —1---PHASE - .--:3" - WIRE - --.L - 77 - 1 0 - - o= AMP with MAIN . - .- 1 12•Wiwensili .., SERVING: 3 : 3 -----tieZa 1 ; 42- : .-- .--"Ail NwstA 1 •m ....1 ml 1 imam KVA In um iii ammomoimmums In IN aiti im a 1 Mit - N.. I ' 111110e I.. P.e. ...o..... ---"-- ---- .:- -_--...„--.....-.. '....%. ^v.. ''' 1 . LIMA ......a..m. ii 1.11111•1111101111M1 IIII I Mill • ,, ".'" .**"."••• •••.•••••••••••••••• . - i-1 . ...T . S . . ••••••• -----°-- ...: a 1 ..--, --- _-_-.1.::: , ., ..2 t . r iff: WM ' 444 r - 6 ■ iiiiiiimil MM. 1W ■4 ; PRIM .1M ••••••••••• "...I. ........... MIMI MI MN .•••••, •'• .„ II II t!, 1 . _ ......... IPA1 • --....- 4- lw.. ' ,...... a . ..--, .. .........,................_____ ..._..._.. . .... -,.... , ..,..—...........: -.—.....- al ................-.... , ....-.... . . a- _ . -....,, .. ______ __....... ........,_ .- _ , - • . ......... _ .......... -.....- ..... ••••••••-•••••- ...... ..... a ..,...... ... . 1 ,t 23 25 • 29 31 .. 35 37 r . '''''... '''. ...CA ' ' . ...,•."‘‘. ...... ..., ------ ,.-- J • , — — '''"" ' . -»* 4--,..--- , - - i 1 al r - 41, t - _........ , NM 1 - ............ - . ,.. 111■11111111111112 iml IW il .... Erri MITX._4111 • ,,.................... . -- - ..... ,.., , ....................... .,. .,.. ....* ........................... .. .4............... NECTED LOAD: -__ _____ KVA ..____ AMPS 'Mi Ilia.. IMIIIMW. ...-._ r. AND LOAD: --__________ ......._ KVA ..________L_______. AMPS _4401111111111■1 • *db.. III * i I Wr ii111111111 1 1M1 Mall • In IIII t' EMI ! ME I . II - 1 1 41 1 NM 11*41. .1M41111111111N1 ' IIPS NM MN III WAN isi Pi ■ ..... um EN r " - A • / ilw: ... R I min --q--. i gaills' CKT. NO. gsc.eP Lie; tit4t1 ` rs Lt414.rit44 43 - 1 , 4404TINCii ,15 RE.C.SrrA C LE, 17 12, e.e. rTO:C-1-85 19 g CIZ2,1 C4 .65 . . • I 20 ig,08 - VOLTS 3 PHASE ;00 AMP with MAIN BiLk.iz, • TRIP AMPS _BO 20 CONNECTED LOAD DEMAND LOAD - LOAD DESCRIPTION LICT4TINCI 1.-tytfrItJY q141 1-14147 •Spe. ;LE camt.teser-r gr4C-Srl'Ac L.G. 6P4.A.E ZscEPTA ci-05 REc...6 C.aC_ErrA c RecE1°TA CLZS iZfir—rrAci.g. KVA - • AMPS KVA AMPS REV. NO.- DEEVIIPTION . 6A-4 1 DRAWING c. 6 • , , • . , 1/0 • 5,41+ .€711-44) 12." Dtz4It1 Li(qHf 3 ham X--GveK - 2X4 '3 Tv1;b6* - r - 13-49F-PE12- 2. 46t. ciz.ecr 0-74- . . " KESTREL BLUEPRINT itc., 120350 cear-tv-iz. , 54.4 7 p2gi 4.0i..0111\14 e-Ati ITG 14 F: g LOCATION MODULE * AN I „ SERVING Lical4T5, EECepT4cGs5. PANEL SCHEOULE • PANEL SCHEDULE . - t 'P-A i VE-61". "<"-- 457 36? FIXEt2 c Typic.-a.L— WITH I Z"dP rl L.-11S 1 ZVV. 23,0 1. 4vAL 34) -1 , l z i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PI I I I I I I I I I I I 11 , I 1- 21 I • 1 . 31 ' I 41 ' I 51 6 Li R VE7 AT ii'- ei' TYP 20/ 208'i cl) I rtiCEIVED CITY F TUKWILA OCT 2 0 1989 PERMIT CENTER (..ip PI - 114 e:vert I N1E5 A5 R&D / i 21 ctl) 4 & ' aro 1 • LOCATION: aC:1Ei ..........m. , ......._ --I --V- VOLTS —1---PHASE - .--:3" - WIRE - --.L - 77 - 1 0 - - o= AMP with MAIN . - .- , 1 - .., SERVING: 3 : 3 -----tieZa 1 ; 42- : .-- T . - ""j IN! . ' LOAD DESCRIPTION . KVA TRIP 9 --- TRIP AMPS AMPS . KVA LOAD DESCRIPTION CKT NO. , - LI $43 - - I.. P.e. ...o..... ---"-- ---- .:- -_--...„--.....-.. '....%. ^v.. ''' '''.. ----- ,-._.-,-,.., ... .._ SCRS f 4/111. :=. .... ..-".' —.- R.Ece Las --- - ---------- -- -- -....- . .--.7.:-_-; _-_•:-.,......,....., :14EAT:::::::::::;-_-.._- . . 2 4 6 12 14 16 20 26 28 32 • ,, ".'" .**"."••• •••.•••••••••••••••• . - i-1 . ...T . S . . ••••••• -----°-- ...: a 1 ..--, --- _-_-.1.::: , ., ..2 ...*.. o.......*......... ...a................ ..... a .1M ••••••••••• "...I. ........... ' ."."'• '''. ••■ ',. -. J••"..•••••.•.••.•••••.4...••'•••• .•••••, •'• .„ II • "..... .---,,, - -, - . 1 . _ ......... ..-.. -. 7 -----•-• ------------------------ -- n 4- lw.. ' ,...... a . ..--, .. .........,................_____ ..._..._.. . .... -,.... , ..,..—...........: -.—.....- ,..., .1.... ................-.... , ....-.... . . a- _ . -....,, .. ______ __....... ........,_ .- _ , - • . ......... _ .......... -.....- ..... ••••••••-•••••- ...... ..... a ..,...... ... . 1 ,t 23 25 • 29 31 .. 35 37 r . '''''... '''. ...CA ' ' . ...,•."‘‘. ...... ..., ------ ,.-- J • , — — '''"" ' . -»* 4--,..--- , - - - —._. ......... al r - 41, t - _........ , .‘. — --,"- - ............ - . ,.. t,......,... : - ' • '' ' ...;.. - _ OP --- - .... .....,- - .L... • ,,.................... . -- - ..... ,.., , ....................... .,. .,.. ....* ........................... .. .4............... NECTED LOAD: -__ _____ KVA ..____ AMPS REMARKS: • - - - 7 - " ----: - ...-._ r. AND LOAD: --__________ ......._ KVA ..________L_______. AMPS - -- . - ••• CKT. NO. gsc.eP Lie; tit4t1 ` rs Lt414.rit44 43 - 1 , 4404TINCii ,15 RE.C.SrrA C LE, 17 12, e.e. rTO:C-1-85 19 g CIZ2,1 C4 .65 . . • I 20 ig,08 - VOLTS 3 PHASE ;00 AMP with MAIN BiLk.iz, • TRIP AMPS _BO 20 CONNECTED LOAD DEMAND LOAD - LOAD DESCRIPTION LICT4TINCI 1.-tytfrItJY q141 1-14147 •Spe. ;LE camt.teser-r gr4C-Srl'Ac L.G. 6P4.A.E ZscEPTA ci-05 REc...6 C.aC_ErrA c RecE1°TA CLZS iZfir—rrAci.g. KVA - • AMPS KVA AMPS REV. NO.- DEEVIIPTION . 6A-4 1 DRAWING c. 6 • , , • . , 1/0 • 5,41+ .€711-44) 12." Dtz4It1 Li(qHf 3 ham X--GveK - 2X4 '3 Tv1;b6* - r - 13-49F-PE12- 2. 46t. ciz.ecr 0-74- . . " KESTREL BLUEPRINT itc., 120350 cear-tv-iz. , 54.4 7 p2gi 4.0i..0111\14 e-Ati ITG 14 F: g LOCATION MODULE * AN I „ SERVING Lical4T5, EECepT4cGs5. PANEL SCHEOULE • PANEL SCHEDULE . - t 'P-A i VE-61". "<"-- 457 36? FIXEt2 c Typic.-a.L— WITH I Z"dP rl L.-11S 1 ZVV. 23,0 1. 4vAL 34) -1 , l z i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PI I I I I I I I I I I I 11 , I 1- 21 I • 1 . 31 ' I 41 ' I 51 6 Li R VE7 AT ii'- ei' TYP 20/ 208'i cl) I rtiCEIVED CITY F TUKWILA OCT 2 0 1989 PERMIT CENTER (..ip PI - 114 e:vert I N1E5 A5 R&D / i 21 ctl) 4 & ' aro 1 •