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HomeMy WebLinkAboutPermit B95-0189 - BOEING #21-05 - STORAGE RACKS • . . • . ., ,, • ,,. ,..., • ,' ... . . .. . . . . . , .. . .. . . . . . . . . . . • . . .. . ... . . . ,. . . . . .. , .. .. . . .. .. . .. , . . . . . • .. • . , . .,... • . . . , • .., . .., • . . . .. . „ ,:,.:.. . • . . . . . . .. . . .. . .. .. ... , .. , .. .. . ., ... . . . ..,... ,, . ..... • • . . . • . . . . . .. . . . . .. . . . . . . ... ,, . . • ,. . , . . ... . . . . . . .. . , . . .. , .. . • .. . .. . . .. . . ,,, . . . .. . . . . . . . . ... . . .. .. . . . . . . .. . . . . . .. , .. . . .... , .. . . .. . . ... . . . . . . . .. .. .. . . . . . . .. . ... . .. ., . . . ... .„ . . . . . . . • . . ... . .. . ,, . . . . „ . . . e . . • . .. . . , ... . . . . . . . . . .. . • . , . . ... . , . . . .. .. . . . .■ . , . , ., . . . . ,, . .. . . . . . . . .. . .. • .. • . . . . . . . . .. . . . . . . .. .. . . .„. . . ,. . . .. ... , . ..... .. ... .. . . .. . . . . . ... .. ..„......... ........ ..... ,,..... . . . ..... . . ..... . . . . ......„..,.,.... . .. . . .. .. . .. ... . „ . .. . ... .. .. . . „ . ... ....• . .......•....„....„............. . ......., ... .. . . .......... . .. . ... . ... . ... .. ..........• . .... .... ,.„ . • „... ..... . . , . .. . ....... .„.. ......„ ..s,.....s,..... ,.. ......„....,..... ... .. . .„ . . . .. , .. • ......,,..„......,............................ City of Tukwila (.(206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: 895-0189 Type B-RACK Category: Address: 3417 S 120 PL Location: Parcel #: 102304-9006 Zoning: M1 M2 CM Contractor License No.: BOEINC294ML Status: ISSUED Issued: 08/04/1995 Expires: 01/31/1996 Suite: TENANT BOEING #21-05 3417 S 120 PL, TUKWILA, WA 98188 OWNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 CONTRACTOR THE BOEING COMPANY Phone: 206 544-2975 9725 EAST MARGINAL WY S.,.PO...BOX 3703 M/, SEATTLE WA 981242207 CONTACT TERRY BENNETT Phone: 206 544-2975 P.O. BOX 3707, M%S 46-87, SEATTLE, WA, 98124 ***********************, **************,************************************ Permit Description.: INSTALL 20'LF OF. CANTILIVER RACK. Rack Storage 01mensions - Li0`,inear,-,Fee.t 2' UBC Edition: 1991 Valuation: ` 1,500.00' x Height 16.0. . 0 . 0 . 0 . 0 . 0 Total,'Permit Fee: Tota 1 s • 320 87;i00 320 *******ik*****.********.****i,******4***.*4,44********************************* Perms iQ Center 'Authorized Signature I herebyertify that I have read and examined thispermit 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'rpro.visions of any other state or local laws ;regulating construction or' —the performance'of .work:,`' ,I am authorized to sign for and obtain this bui ng*.pe,tii Signature:_ Date .__yvI �. Print Name: Title: �. 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. , ''s CITY OF TUKWIU - y 1 SI Department of Con., lunity Development •— Permit Cente) 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 i908 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER .:, 1,16 - a I - Q G7 SITE ADDRESS SUITE NO. EJ°" • 1S S411 S 12 P1 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DATE .. DEPARTMENT DATE IN RE+QUIREMIENTS /COMM BUILDING - -15, ( JCONSULTANT: Date Sent - Date Approved - initial review (- � °�5 ROUTED FIRE (p4/ 9 , FIRE PROTECTION: • Sprinklers al Detectors I N/A • `!r INIT��*S /Q FIRE DEPT. LETTER DATED: 9 5 INSPECTOR: ill to 1� O PLANNING ZONING: IBAR/LAND USE CONDITIONS? ( )Yes U No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- CD PUBLIC UTILITY PERMITS REQUIRED? Yes f♦ No PUBLIC WORKS LETTER DATED: WORKS INIT: 0 OTHER INIT: BUILDING - ( (Q �L, (a _ (PE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review 62 I" INIT: °Yes No /iii (BUILDING �7//9f OFFICIAL • INIT: REVIEW CQMPLETED AMOUNT � CONTACTED �' _ff OWING i� \ 1' It / � J E Fr DATE NOTIFIED - A B t, al 2nd NOTIFICATION BY: TW � 3RD NOTIFICATION BY: (init.) 470 01108/93 BUILDUsa PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT. RCPT # DATE (206) 431 - 3670 BUILDING PERMIT FEE ?Ott) PLAN CHECK Sr PLAN f ' CHECK FEE . S7.. _ NUMBER , D l p ( BUILDING SURCHARGE ,�D APPLICATION MUST BE ETHER FILLED OUT .COMPLETELY TOTAL: ... • 1 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ /5ov R6-1,4 PROJECT NAME/TENANT ASSESSOR ACCOUNT # Da S D - � y 90a• BOEING DEFENSE AND SPACE GROUP TYPE OF U New Building EJ Addition U Tenant Improvement (commercial) U Demolition (building) _WO_RK: Rack Storage U Reroof O Remodel (residential) —. 0 Other: DESCRIB WORK TO BE DONE: BUILDING U S E (office, warehouse, etc.) 1 / , , NATURE OF BUSINESS: Al PLANES _ WILL THERE BE A CHANCaE IN USE'? (}'No U Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: � 1 / - .6, Tenant Space: Area of Construction: zo o WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? VJ No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: CI S•rinklers g..:4 Automatic Fire Alarm S stem PROPERTY OWNER BOE ING DEFENSE AND SPACE GROUP PHONE ADDRESS BOX 3707 M/S 46 -87 SEATTLE, WA. ZIP 98124 -220? CONTRACTOR SAME PHONE ADDRESS -�- ZIP WA. ST. CONTRACTOR'S LICENSE # BOEING 294ML EXP. DATE / _ 0/ _96 ARCHITECT PHONE ADDRESS - - -- ------------ -__. — . - �.__ ZIP I HEREBY •CERTIFY HAVE READ AND EXAMINED THIS: i4PP :ICATION AND KNOW THE . 0AME T(3 BE TRUE AN . - D CORRECT, AND I A AUTHORI BUILDING OWNER SIGNA r �. DATE A OR PRINT NAME 7 PHONE �1 AUTHORIZED TERRY BENNETT 544 - 2975 AGENT ADDRESS CITY/ZIP PO BOX 3707 M/S 46 -87 SEATTLE, WA, 98 124-2207 CONTACT PERSON TERRY BENNETT PHONE 544 -2975 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 Depwr Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED ` DATE APPLICATION EXPIRES (0-1-9S .) I� �� 0 ;r 195 � � v � ��. GJ t hMI T CENTER f73727133 A •.If' i A 4•,R A1. r , r !� r� };t i "1\ 1 .• ,• •'•l a ' \ i''}e 4. j. .may. '. { "n t 1 � � ' • f�•. t . �•?i' f.':i` 4t'" ! i .r5 S�.lI,,MMAA i/ .. 0 ^ \ / y"' . , F1 EC E �/ E D AUe 0 7 1995 COMMUA\h i Y DEVELOPMENT * %*•hkk•hkkA*k**A *A *A /e•A h • r� / *kkAk1k • • •h /r• A • A *Ak*A*R il� * *A• * *kA **A•k 87 :00 t ~ 0 t ` ['I'i'Y U1' TllI.Wr1.W. Y!W ..J fR 6 N 9 MIdHECK 87 ::UU h 4 4k k k •k:l•'A /e•kk ***A/,*•A **{ak kk /�kkF* 1: kit k*A�F /$ —IcA k 4 A *k •t* *h ,'• kk•hkkkkAk A 1 Number': 94002692 amount: 87.00 0t J 1/ 13:15 4960000 1.5:39 Payment Method; CHECK Notation: TERRY BENuI:'II Tnit; aMC Permit Na: B93-0109 Type: 13 .RACK RACK STORAGE PERMIT Parcel Na: 102304 -9001, Site Address: 3417 5 120 PL Total Fees: 07.00 Th it Payment 07.00 Total ALL Pmts: 87.00 Balance: .00 ** ******• kA kA* AA**** k*** k A****** k* A** ie *A **A * *A * *AA * * *4 *4 * ***•A* Account Code Description . Amount 000/322.100 BUILDING - NONREB 50.00 000/343.030 PLAN CHECK w NONRES 32.30 000/386.904 STATE BUILDING SURCHARGE 4.50 ........_..__N— _«..._�....._.. _._._.. _.._.�...- . -..-.. .. w, •.«.... a.. w. «._.�..v......ti �. »...«...u.rti.r.«,., r.. x....«. u..n�r.av ..rv.w.a.rnn..0 _ INSPECTION RECORD � -» 5 Retain a copy with permit 9 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)''43 -3670 Ti 130/A16-1 *z I -OS > eo , ., . rinA ess: 20-1--t-' P� Date : � : ,: - 4 :rn : nstruct . Date ant: _ - kn. • nester. aG - L Approved per applicable codes.. ❑ Corrections qui ed pri t6 appr COMMENTS: 1 j i rEector. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcanter Blvd., Suite 100. Call to schedule reinspection. 1 179114 . M ag ,, . ' ► 144. 4 i kditgi aa y f k 4 i. St 4 iKK, '.1 ti % a. 4. «ar 7.75%-77.1-"77,777: ` �....... . ..- i'i i w r City j! Tukwila John W. Rants, Mayor (1) N. 1 �;► = Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 8?s 0( tJ Project Name e'/e/ti 4/ 2./ Address f / �` Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: / - 2- Authorized Si nature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 57.5-4439 RETAKE OF PREVIOUS DOCUMENT INSPECTION RECORD S - Retain a copy with permit 9111 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20 -3670 11 61 2 i - t ` j Type of t �� y 1'1/l}A A.. e:: S 12.0 - C`' ! � - L- [tee • . 171 Instructions: Date Wants : _ I a ri,. • ,., llequester: n � ik Approved per applicable codes. ❑ Corrections qul ed prioF t6 t a 4 6pr`�" oval. COMMENTS: • _N. • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Head No.: F s (*. i . ; City of d ukwila John W. Rants, Mayor '1, ,d' `•• ;` o� L/ r I Fire Department Thomas P. Keefe, Fire Chief '' , 1908 - TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 8 ?$ 0/8 1// Project Name loeitia Z / - Oi , Address 3W / • X Pew Suite # z Retain current inspection schedule Needs shift inspection Approved without correction notice _., Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: (--'1' — / /-2 Authorized Si nature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) .575-4439 ..^.......--.•••—■- • ......—.."- .......... ........-••—••• ..................■■■■• ............• ■•■*.......*. ............*...., CITY OF TUKWILA Address: 3417 S 120 PL ' Permit No: B95-0189 Suite: Tenant: BOEING #21-05 ' . . Status: ISSUED Type: B -RACK . _ '," . . Applied: 06/07/1995 , Parcel #: 102304-9006 ',. , Issued: 08/04/1995 ******* A/***1414 kly kleitii..1fk****11 A—Vick***.k k VA—ikk A Permit Condit ions: 1 4 No changes. W i l l 1 be made...,,,to;:,',.th by the Architect c h i t e c t o r . Engineer !"-. 1:). i v i s on , w,... , ,,,,*". 2 All permits, insAA0 and, approvWdO shall be . ...- To .Y1 t- ql a v a i l a b l e at t,,i 6 s i tfitlfr y ki to dAn e start ., o f) - 1,: . . struct i on . , ft eS er ; . d?cionnhttlarei,,,,t_py 13 4, ma i n ;led aThc.1,:lay a i 1 - -.4.4 .,,- . *, ab 1 e tint 1 14,,,T 1 ..1,ns,p a p p r? v a 1 1;3, g rtio: e'd, , , , l''' . 3, Al 1 consiy: i oq 6 be don.p 0 itp '66A ftil-inan se vi tle,,, 'ppr *O plans at) e S\ . .,1 t 0 ,, r 1 t ,ti ,m , t s , pf t he/4J0i f orm B u I rdip g Q 19q 'S E d i t i ot t y s 11'13„Ad , 4 , Iffi i f o r nir,411) cal C o d e %I 9 - ',4j ,i6 and W , v ng ton State Enen de. (1t04 Edit ionYe 4. Valid cl APerm i to. T h k,,t. 1 ' 1 i ric e o,ir'a permit or PPotfl t • p 1 a n . , , -. p e c „ , 1 f i c a t ' l on s Th d co p A l t a i i o n s s h a l l not ;la e 4 $ \ • ii ) y sty-4,0 t b'''oa tfer m i t - 4 r , or f$1 n v a 1 of, any wi o l' . of ,t)y of the provisions—of„...,. he building code or of 'anv - 4 r \ othetqordli.nanc20 of the ' isdli r ion,.;:. „ t prestomiihg' to - ,,.,, - .1 gi vOut 1101'1 ty. to rat orca . inoel" i the 1 prov,i s i 0 tl S 0 1. t 4it ... ,, codeolsha 1 1 ;be ,:.';vall.% -..,.. ‘, ( !' '4 ‘ ., i,' lc 1 /1 e, .ii .,,,, - ', ,, --).--_,-....) i ,.,.\ . „.., / .......---;,, • t-, :0: , ,. .,,, t,; 'S' % ".;'' i r' t. Wi ' 01 1:' . "”( ./ ''"- '''''' ' • 1:: " ''' . ,;: ,, :1.1A!11 t! i iS • .. / .\ .) i, , : ....%' ,, ,.-". j 1 1th ''''''''' 4 t , 4 S. 0 P ' ,/,' ..,, -;"" ' .i. ,;•'•:. . 0. ,'' I? I ,: ' . 1.„ , ,t, "I!: 7 :T , vi , .!‘ i .... .:1 1 .., 'i. A ; , ,..i • i 4 1 ;1 . i$1 14, . ''' A •''',,., ,,,..-, „, 1 ( i' " • ,'-.., - ,- ''." : '1'v-. —stv -, , C.,,,t , t .. i., i rt 4,1 ':11 / i `.1 $: 555 .'" ? ,; ."f". "'... ,, ' i ''''7/ . t ..., ' ,, I '',, 'i, e i-v r .: r., il i .0 c'' Nk t. P",;$ .,„ • ,,, c \'‘,., 4, 4?!., , ,1,71 .440,4 . • , '': • ( Ii''Pf' ','.;' ,,, . * —; 'L' '''''' ' ''''' t'A)V1P $ 41 „.,,,,,, , ', .0,., .; • ' , . . A4 ,'■ N t V. ''' ' tli' • ',",.e.15^ • i ..',' So ■,1 ,:',, ',.',' '' ''" . , ' ' S,!10 -- : . '•-, . , , . l' of ../ 5 '',:j . . fr '1 .., ^ ;.x . „ ' .7 V,', ' • i' i - - 9 t''.' k; c .; - ., • , : ,,„„.:, , . . , ".•.,,, v,•••••-:‘,. • • J, , ,c ..,..„ 4, ,„,..:,,, ,,,,,, ,,:!•. ,..4.,:r0. . ",;•ik,, , •4.- - i.,,,,...„.......,.. . . ,,--,.,.;.? -,44,„,„•,.-_-. • : . , . . ... , . . . . • -..." ••;.:,,....!:,-••• .1. %,-.,„:. • • - .. :.„..-. .- .....--,....,•,-,,,,.-;-,..-.... • ,,,,!--.., -• ,,,- . . - . . • : , ;--,,t, 1,,,,•-,-„, ,p;,;„ ,,,,.. ., .,,,,, -,„•:,,,,,-, . . . . . . , . . . . , . . . . . . . , • . , . , . . , • . • . . • . . . . . , . . . . . . • , . . , • , . . . . . . . • . , ., - , . . . . . , . , . . . . . . , . . . • .. . . • . • . • • . , . • . • . . , , . . . , . . . - , , . , . • • . . . . . . . . , . . . . . . . , . . . . , . . . . . • . . . , . . . . „ . • , . . , • - . , . . . . , . . . . . . . • . . . . . . , : . , ; . • . , . - . . . . . . . . , . . , . . . . . • • . . . . . , • . . . . . . • , , . . , . . .. , . . . . . . . , , . . . , .. • ,.. , . • . • , . . . . , . _________ BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -05 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR CANTILEVER RACK JOB #D5720262 JUNE 5, 1995 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON • APPROVAL MCKI EY CITY OFE UKWILA %: A JUN 0 7 1995 8 J . CARR i t PERMIT CENTER CITY OF TUKWILA • APPROVED JUN 14 1995 AS N BUILDING DIVISION • RACK STORAGE DIMENSIONS LINEAR FEET FEI HT = T ®TAE. r, �� X I (0 .... 2a. ° • = '_ = . x = ; x _ } • . RAND TOTAL _ � • CITRECEIVED TKWILA • • JUN 0 7 X995 • • • PERMIT CENTER .... ...• c'4 C S . free Po/e, la / WO II COA/1? ,1�� 1e0v g,% 3 fit M.9. pg 1e wfl/'('4 7) , it X12 M Sf i- c / NG Is Q, • !� 14N0 i M 7145 R.Aeic . Is Y \7 S',,4 /G/fit COWPI(, 0 F- (24c(C hts' pe9sofa ) F P !l'" GI4&&S 066/46e (ai l99 r ?I X ClePT I 01‘l N& -r _ Alt M 9p c/N& I l & 98`' A 14-6 + ENGR, Boegt Wis o REVISED DATE t)5-72 . A32 . APR ! N S 1 A C 4 .1Z APR RAFFI DI 6007 2070 ORIG. 6/73 J11$•047 r BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -05 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR CANTILEVER RACK JOB #147046 DECEMBER 6, 1994 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON ti1ls' • 410 Wit, r kr APPROVAL 16790 G. G. MCKI EY rONAL IXPIRES t2! 11 / 444-- E I J . CARR ' .. ...... - .. ,. .'pit* ".. °it: ski•{ . _cc ,41' 41,Y s/s pe r /►y�n��s � s rReicdT Ul2AG tel Q (,/4cY © rte G' -Ear' / /►'�,��T Gf'� 79h5 1(0 / f, / (. 7b w/ ,S /a/►'z.r' s•oi9-GG-p Ai So i 9B" A-ND 140, G. G = STS is U,i3,c, StT 5 PA /77eS L f8O /4 0 Z 3 m Iv2s cm 2 l 24 4P/11 27 (Aegi fir C,') /92 - soc / &'H dt Hags, ge, c,4 f- — CEO .G9" , gPASE /G ee4` p , 0 ENCU, J • L7 1 � 1 � -�S � N 9 REVISED DATE � J . �j CHECK ¢ 7O¢6". APR APR AWIEZAW DI 5007 2070 ORIG, 8/73 J15.047 • • CANTILEVER RACK DESIGN JOB f 147046 DATE 12/21/94 VERSION 1.0 BY JON BURKS INPUT ARM ARM LL • 500 (lb) ARM DL w 20 (lb) FY arm w 42 (ksi) L arm w 24 (in) IMPACT w 25 (k) L fact w 0.67 INPUT COLUMN / ARMS w 3 DL col w 300 (lb) Fy col w 42 (ksi) height ■ 192 (in) base wd ■ 36 (in) wd /col ■ 32 (in) TRY TYPE C UPRIGHT Ae - 3.76 (in "2) Sx w 7.08 (in "3) SY w 4.29 (in "3) . • rx - 2.74 (in) ry • 1.51 (in) Klong • 1.00 Ktrans - 2.00 ( DETERMINE BASE SHEAR V ■ZICW /Rw INPUT Z - 0.30 I- 1 C - 2.75 W - 1.49 (k UPRGHT+ARM+75%LL) Rw - 5.00 V - 0.25 (k) LEVEL hx (in) ,Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) 3 146 0.50 72.56 0.50 0.12 17.77 2 98 0.50 48.71 0.33 0.08 8.00 1 50 0.50 24.85 0.17 0.04 2.08 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 0 - 1.49 146.12 1.00 0.25 27.85 ARM DESIGN M • 10.29 (k -In) (LL +IMP *LFACT *L'+DL *L /2) Sreq • 0.41 (in "3) (M /Fy*1.67) TRY TYPE A ARM Sx ■ 1.88 (IN "3) Mn - 78.91 (k -in) (Mn•Sx *Fy) Ma • 47.25 (k-In) (Ma• Mn /1.67) Ma > Mdl +ll OK USE TYPE A CHECK ALLOWABLE LOAD IN COLUMN Fe • 14.57 (ksi) (Fe • p1"2 *E /(Kl /r) "2) Fn • 14.57 (ksl) (Fn • Fy(1-Fy /4Fe))FN -FE IF FE4FY /2 Pn • 54.80 (k) (Pn • Fn *Ae) SF • 1.98 (5/3+3/8 *(Fy /2Fe) ".5 - 1 /8(Fy /2Fe) ".3 Pa • 27.74 (k) (Pa • Pn /SF) CHECK BENDING IN COLUMN Mn • 297.36 (k -in) (Mn -F)q x) • (. ) Ma • 178.06 (k -in) (Ma -Mn /1.67) CHECK COMBINED STRESS (DL+LL) P - 2.24 (k) M . 30.87 (k -in) P /Pa + M/Ma - 0.25 OK USE C CHECK COMBINED STRESS (DL+LL +SEIS) <.1.33 Mseis . 27.85 (k -in) Md+l - 30.87 (k-in) M - 58.72 (k -in) P - 2.24 (k) P /Pa + M/Ma - 0.41 OK USE C • „„ . l t ; DE ,e /w!v6i • s / a-!- OF. /- Nc t4Or'c. /go C.7-.r WM .are-----aler ____ j..................„jr_......._ 1 .,Q • 37.5 1 „ 1 - 4_______ b____ 5 - 4 - 4 - /A/ f itTIP MOtrr = 07 05 toM 5Pie4D5/17' 7 cAt. d No ii w P T .MRESISr 4 _ 3 ©0 (6) 4' 20(2¢)'3 4- 1 oo (it) ÷ ' 375(k) 2-%) 37 II -�- -- 0 _y.. M g,GS 6 - 375(3) 8 20 (g)02) t /6b ( /e) 1 30t, (26) = I,92 %. A, T r . 6( 211 8 5 / 4 - / ° ' / 9., 2'`"''”) (, s _.._ (7,35) != 341 FAQ t L 177 vas 5 r nYvDri-R.d) Doc c)M L 7 STJ`erES M 14 r Y- '2' 2_ 0/13 C.i.° '..5. 1 (9 = OM , < 1. ,-, c, ie. 1c ' Rc.°p -r 4: Or 87g 2 it 3/ 6/5r : . " /g :�.0_:A8UUrs _ */ EWER. J r2NRKS" (Z(y¢ REVISED DATE ((1'1° 4 c G (VV w CHECK_ APR . e (,CC , J O O L F/ ' a A►R 1 , �--�-� 1 1 A OEOwK DI 5007 2070 ORIG. 8/73 x15.047 Pei z - r a ry /,AJ . C u/ N V `o,3 261 PC/ 4. M10r- IQ d g -, " () 30 9 p 16111 p N p A PAS C:* •./ Poi wT C, °A.0 Ecev 7v 6 /95 4:5 Wili19N7 4Mr4 -o PQ� IG 0 .4g I( 3° ' 3E.r 3( /o 2Z 5iwf No l od 0148 < 1,92�� , "� © ■ 0 ENTER. , 6/4/214,r REVISED • DATE 141046 . CHECK /�' / /� .. /�� - - � -7 APR GLVG/T"YG . . . 1 . ✓0L... FAfe APR agnOEZAVO DI 5007 2070 ORIG. 6/73 J15•047 Y 2 ,�.. • S TAiDA tD z S �-'� - D . . ________ . .. , x _.„%y • TTPI "8" ARI4 - AL OTAUSit TYPE ARPS 1 11(In•) t I } Area - X - plate connection. - - _ -- - - - - - - - ■-•.* -, ,--m ^.^ -.^ . It - . ,-,..-,. -- -.. - - • ud e a Z■gril Z 1 i I i Al; re _ 4. ; 4" r y r- H I iu I .01 F i ...t....t MB i I II t D + x 1_ D x 111 : .210t. 1 IENI a r 2 _ , :1 Y TYP B . INS T LINEi D x ____ ,. _ J L 1 : ii Y I I i- - TYPE - C 4 E ____... - IZ It TYPE - 3, F5 4 F7 • , _ I I TYPE' D .1. k NET Wt AREA X - X Axis ' V - Y Axis ON.) ON.) ON) I t/Ft. 00) I = 1t4: S it r = iN. I --T- 114: ' S = IN: r = ..: irc WM B 54 .1875 - 13.1 2.248 9.31 3.54 2.03 5.47 2.73 1.52 C 8 4 i 1 .. , ao .1B7 .10 _ 14./.. 3.82Z 27.50 6.87 2-66 8.70 4. sc 1.5Z • E 10 • .1675 .1815 21 A 5.948 ,..5.41-4 11.10 3. 14.30 7.15 11A11 s Nam 6 I F3 13 k .lea - 28.5 7468 i 31-08 19.79 4.137 8.442 4.331 1-04 , l `c F5 1 5 % .187 - . s 5.4 1.7os 225 .09 29.52 4-S15 11.7ZZ 5.0Z? 1.0? •: F7 17ks. •1S1 - 41.8 11.598 351.19 40.72 6,503 14.292 5.717 '. . . • MINIMIMMENIMEIMIIIIIIIII - - _ - - - - - I PR EPA - ED BY SHEET NO. EN., INC. r )TANDARD.. ' , .1 C " 2 ALYP DATE DRAWING NC YJANIJ� .. g - 10 - 92 ca REVISIONS BY DAT w w -� 1 7-- - I , ' t y i SECTION CANTILEVER BASE 'E H W L T t M 5 r I x X x IN. IN. IN. IN IN. IN4 IM? IN. !N. 3 S 2 .75 .i35 8.5 9.802 3.92i 2. b 2 6 1.932 8 2 .75 .135 8.5 30.312 7.578 3.434 2.970 9 2.5 1.063 •135 9.5 47.894 10.643 4•144 3 •402 :3' ii 3 1.125 .135 10.75 8!0.442 , i5.7i7 4.988 4.163 13 3.63 1.25 .135 12.63 145.254 Z2.47 5.934 4 =7 1.5 3.5 i.25 .179 12.75 260.474 34.730 8.404 5.547 ' • ' Page 3 of 4 • - \ .0.� i( L- � `^ ,� ! ,�' Report No. 4621 TABLE NO. II -KB-11 CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)t• V.I. 2000 psi r, a 3000 psi r•.. 4000 psi r a woo psi Tension Tension Tension Tension ANCHOR � � With' Without' With" W Wont' With Without' out' With' Without' (Inches) (inches) Sp, snap. Sp. Map. Shear Sp, Insp. Sp. Insp. Show cep. Insp. Sp. Insp. Sheer Sp. Insp. Sp. Insp. Show /4 1 is 250 12.5 400 310 155 400 • 360 180 400 440 220 400 1 /4 2 525 265 400 • 550 280 400 X 590 295 400 625 315 400 1 /4 33/4 625 315 400 625 315 400 625 315 400 625 315 400 •/s Hs 500 250 925 615 310 975 710 355 1,025 800 400 1,025 3 /s 2 1.125 565 1.100 1,210 605 1,100 1,290 645 1,100 1,450 725 1,100 3 /s 4 1.250 625 1.100 1.300 650 1,100 1.350 675 1.100 1,450 725 1,100 1 /2 23/4 1,100 550 1.810 1.230 615 1.840 1.365 680 1.840 1.625 815 1.840 1 / 2 3 1,750 875 1.840 2.000 1.000 1.840 2.250 1.125 • 1.840 2.625 1.315 1.840 1/2 6 1.950 975 1,840 2,165 1,080 1.840 2.375 1.190 1,840 2,625 1.315 1.840 1/4 2 1.500 750 2.875 1.750 875 2,875 2.000 1,000 2,875 2.500 1,250 2.875 7, 4 2.250 1,125 3.125 2,670 1.335 3,125 3,090 1.545 3,125 3,925 1,465 3.125 / 7 3.000. 1.500 3.125 3.250 1.625 3,125 3.500 1.750 3,125 3,925 1,965 3.125 •/ 3 /4 850 1, 925 3,875 2,175 1.090 3,875 2.500 1.250 3,875 3.0(X) 1.500 3.875 • /4 4 • /4 2,750 1.375 4,225 3.875 1.940 4,225 4.500 2,250 4,225 5.500 2.750 4.225 / 8 3,750 1.875 4.225 4.625 2.315 4.225 5.500 2.750 4,225 5.925 2,965 4.225 I 4 3,125 1.565 6,625 3,800 1.' 11 7,125 r;a ,ca k 2,190 7,625 5.250 2,625 8,625 1 6 5,000 2,500 8,625 5,815 ' 2.910" 8,625 6.6 3.315 8.625 _ 8.250 4,125 8,625 I 9 6.250 3.125 8425 7,190 - 3595 8,625 4.065 8.625 10.000 5,000 8,625 tThe tabulated tension and shear values are for anchors installed in stone - aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.0 Standard No. 26-2. . 2 These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3 Thcse tension values are only applicable when the anchors are installed without special inspection as set forth in Section 306 of the code. 4 The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. / TABLE NO. Ill AIS1304 AND 316 STAINLESS STEEL KB-II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)t. V, a 2000 pal r•. • 3000 psi r, it 4000 psi r, • 6000 psi I Tension Tension Tension Tension Without' With' Without' With' Without' With' Without' ( mss) EMBED. Sp Shear i kip. Sp. Insp. Sr Sp insp. Sp. Map. Strew Sp. Insp. Sp. Insp. Shear Sp Insp. Sp. Insp. Sheer 1 /4 11/s ' 300 150 525 315 156 540 325 165 550 350 175 550 1 /4 2 440 220 550 520 260 550 520 260 550 520 260 550 I/4 3 520 260 550 520 260 550 520 260 550 520 260 550 - /t 400 200 825 460 230 950 515 260 1.075 625 315 1.150 ---/ 2 875 440 1,250 1,025 515 1,250 1.175 590 1.250 1,350 675 1.250 1/4 4 1 /, 1,000 500 1,250 1.250 625 1,250 1,350 675 1.250 1,350 675 1.250 1 /2 2 800 400 1,700 1,000 500 1,740 1.200 600 1.775 1.250 625 2,085 1 /2 3 1,250 625 2,085 1,625 815 2,085 2.000 1,000 2,085 2.250 1,125 2.085 / 6 1.375 690 2.085 1,765 880 2,085 2.150 1,075 2,085 2.550 1,275 2,085 1/4 2 1,175 590 2,625 1.500 750 2.875 1,700 850 3,125 1.800 900 3.125 5 /2 4 1,750 875 3.125 2.250 1,125 3,125 2.750 '1,375 3.125 3.000 1,500 3.125 3 /a 7 2,250 1 ,125 3,125 2,825 1,415 3.125 3,425 1.715 3.125 3,425 1.715 3 125 3 /4 3 1,450 725 2.700 1.825 915 3,100 2,200 1,100 3.500 2,450 1.225 4500 3 /4 4 2.350 1,175 4.225 3,050 1.525 4.365 3.625 1.815 4300 4.375 2.190 4,500 3 /4 8 2,750 1,375 4.500 3.625 1,815 4.500 , 4.250 2.125 4.500 4.800 2,400 4,500 1 4 2,925 1,465 5.700 3.625 1.815 6.350 4,325 2,165 7.000 4.500 2.250 7.000 1 6 4.125 2.065 7,000 6.000 3,000 7,000 6.750 3.375 7,000 6.875 3.440 7.000 I 9 5.250 2.625 7.000 7.500 3,750 7,000 8.800 4,400 7.000 8,800 4,400 7.000 'The tabulated tension and shear values are for anchors installed in stone-aggregate concrete having the compressive strength at the time of installation. Concrete aggregate must comply with U.B.C. Standard No. 26.2. J 2 These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. " These tension values are only applicable when the anchors arc installed without special inspection as act forth in Section 306 of the code. `The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced to 6 anchor diameters provided the values are reduced 50 percent. Linear interpolation may be used for intermediate spacings. \+ ' v ohn W. Rants 1Na or %I' '`'` r Department of Community Development Steve Lancaster Director / Dec 18, 1995 / TERRY BENNETT P.O. BOX 3707, M/S 46 -87 SEATTLE, WA 98124 RE: BOEING #21-05 Dear Permit Holder: Our records indicate that on Jan 31, 1996, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B95 -0189. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Jan 31, 1996. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, l'i e ; 2- -j11°- Kelcie J. Peterson Permit Coordinator Department of Community Development ce e Ammirommwomme 6300 South r Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431 3665 4 0 ILA /tits, City of Tukwila 0 FIRE DEPARTMENT 444 Andover Park East p Tukwila, Washington 98188 -7661 N 2 (206) 575 -4404 • 1908 • John W. Rants, Mayor June 19, 1995 Fire Department Review Control #B95 -0189 (510) Re: Boeing Company Building #21 -05 - 3417 South 120th Place Dear Sir: 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, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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 10.505A) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any • b , ����1►Lq � City of Tukwila �. . p y y FIRE DEPARTMENT 444 Andover Park East Af Z p Tukwila, Washington 98188 -7661 (206) 575 -4404 1908 . John W. Rants, Mayor Page number 2 material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 3. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13-4-4.1.3.2.1) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) 4. Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire Prevention Bureau. (NFPA 231C, 3 -2.3) Storage may not be closer than 18 inches below sprinkler heads, (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 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. �'� w,� Cit of Tukwila � � 0 FIRE DEPARTMENT • 444 Andover Park East 0 Tukwila, Washington 98188 -7661 tl� (206) 575 -4404 John W. Rants, Mayor ' 7908 Page number 3 Yours truly, The Tukwila Fire Prevention Bureau ~ cc: T.F.D. file ncd , +• DETACH TO DISPLAY CERTIFICATES ' ' \[S //Vt�N /� /f // /!mil% I.F: %f ///•J'!%////l! I/// f%//%!/{/ I///r 4NI///%///l Nij///. rJII/!//// / / /N.. /�1N / / /.! // /N / / / /I /NJ! /// %! // /: / / /J./ /J /N / / / / / / % / ✓I/ %� DEPARTMENT OF LABOR AND INDUSTRIES t THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A 4 \I Scy .y .fy., •. �. b rdj` '1 �: t r` t "•� L j,'e t a S � 4'.., : r • ; .,. 1 ff V ; r;1 iF �r • .t4 fitTir ' ' z.:(;t y��F: s pa..,, .t�... :� • ; f - ){'�� r f IA9 � t it • •'�: STATE OF WASHINGTON r°;ti+ r ti�ti. :.Y:'• ^jr t r �� - i r .: r ^ w�i' w Fr'., „ ' F 4 1, a ) " :3 J .P tl'S" re'''r-f•t 4 '-' . �• ,�. .✓ ih:tl •ti4�"� „ � . ' y ► • • v Y ,� q r ikf�,'i.'i4. MAIL 7 P: - :1Fro 9. `' SF:;ATT•L WA.:93124- 2207: • � F826.052. 000(3.92) 1N. iiw• N�v/•/ �I�y/ iiiiG// iiiiiivptii�tN, i✓ I' N�!/' iM!• iJiviiNl liivviNrNiviiiyil iivvii+ N•/ tiN1i7.•NNNVi%✓'i/vi✓iiiriv /ivi iiiii /�' %iNiii/i L DETACH TO DISPLAY CERTIFICATE._} RECEIVED CITY OF TUKWILA JUN 0 7 1995 PERMIT CENTER • { 1 CD . CA D _ #057 ;; 9 ,.... , CENTER � BOEING D .. i 9725 EAST MARGINAL AY SOUTH „„: , - R, t ., , - , - r - -, : . TUKWILL W ASHINGTON 98108 - . - _,-- . - _ ,... f:, _ . VICINITY MAP AREA MAP GENERAL NOTES , DRAWING INDEX CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST SHE T DWG. NO. SHEET TITLE SHEET DWG. NO. SHEET TITLE BLDG. BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTOR WITHOUT BLDG. 21 -05 ADDRESS ABOVE MENTIONED SET OF DOCUMENTS. Al 21 -05 -A1 TITLE q L� I tA18 21- 05 -1A18 FLOOR PLAN U 341 7 SO. 1 20TI I PLACE VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. 1 O11FY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. TUKWILLA, WA. (EAST MARGINAL WAY REVISIONS TO BE APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED L REVISED WORK. I � �� ' F DOWNTOWN SEATTLE CORPORATE PARK) a ' ��r or � _ F - f4-al , C (FART , P ,% 900 //11, I T c° f PROJECT o� ' ' i SITE � O ,,`,\ Y .. ;' 121 - 02 T_. _ . , , 121 -01 9. { ... ®` ,, ( \ \ , P ROJECT CHECKLIST BOX :I �i� / d � 0 1 ._ %-. ” j i ;Its`' C �/p/ � j 1111 I_ , . /y/Qc// ,�///y//y c i 121- 03 \ h ■ BRIEF PROJECT NARRATIVE ss ./ L I 1 1: • A,V • T . / ; Il k O0T , — \ INSTALL CANTILEVER RACK. 16' HIGH WITH 3 ARMS. Per UPf�I&M1'. 4.stt,fr - �9 I 1 � � I n ` I 20' LONG ( FOUR 5 SECTIONS) GRKT <LCVER �2AGK. I I Z I ` • S V � NG ACCESS R D ® Q \ I � I 1 v I�`'1' A; _ i 121 -05 \\\ I ;' ( III THESE DRAWINGS CONFORM TO THE 1991 U.B.C., U.F.C., U.P.C., AND THE 1990 B R ARIER � �/ � / �//io y DOT 5 7 t I ' I \\'\\\\\\ FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CODE SUMMARY EXIT - 1 _ � I '�, I ` CITY OF TUKWILA ZONING. ► 157 \ 1 ! 4 ��_I •—�_ I' 1 ❑ COMPLETE BUILDING FLOOR PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDO LAND USE CODE M HP \ CODE REFERENCES 1991 UBC KING COUNTY /TUKWILA. . _._ �� `� _ AND PASSAGEWAYS. ' WASHINGTON STATE ENERGY CODE FILE P - \I � � - I f III ENGINEERING CALCULATIONS (IF APPLICABLE) WASHINGTON STATE BARRIER FEE CODE ' ADDITIONS PER CITY OF TUKWILLA I understand mat tte • : ea'pprovela are T UKNlILA / FR OM KENT 900 1 \ ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A. OCCUPANCY GROUP B -2 OFFICE /WAREHOUSE, NO CHANGE IN OCCUPANCY subject to errors and epp y of • r EAST NARaNAL WAY & AUBUR Wens does not tmt harhr vlDrellan a en,r - CORPORATE - �� adapted Cede p „. . , 99 ❑ BUI LDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. FL AREA (ACTUAL) BUILDING FOOTPRINT - 209,446 SF s p y a contractor's \ \ \ NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: m � PROJECT ❑ 1. GENERAL PERMIT (SHELL & CORE) B // FROM "SEATTLE- TACOMA AIRPORT SHE \ ( ) ‘.2"-.,---- SITE , \' __ 6 SETS OF ENERGY CALCULATIONS STORIES: I p I Il l y 11 (I�P =IIII 2 SETS OF CML DRAWINGS WITH UTILITIES Penult �q 18• i 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL_ENGINEER �!� III � '!� 2 SETS STRUCTURAL CALCULATIONS FIRE PROTECTIONS FULLY AUTOMATIC, WET PIPE THROUGHOUY RE CE UT SEISMIC ZONE 3 CITY O TUKWIUI NO SCALE NO SCALE 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS FIRE ZONE 3 JUN 0 ? 1995 2 SETS TOPOGRAPHICAL SURVEY PARKING PROVIDED 739 ►TY rF NKWI=A DEVELOPMENTAL CENTER EAST MARGINAL WAY CORPORATE PARK 2 COPIES OF LEGAL DESCRIPTION PARKING REQUIRED 725 PERMIT OENTER A PRI VED 2 SETS OF WORKING DRAWINGS ❑ 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS NOTE: MECHANICAL AND ELECTRICAL PERMITS ARE TO BE SUBMITTED SEPARATLY FROM THIS PACKAGE. j N I 1995 ❑ 3. MECHANICAL, 2 COMPLETE SETS ' • D ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS : _ 0 111 DIVISION P LAST MOOD 19YNB01. DATE , eY, A PPRaYFD DAT SY RENSa. 9Y APPROVED OAn [] AUBURN, WA. 98002AgsgraBlirr :!Teo 3 "'TITLE TITLE SHEET s . , , _ TRIS DESa� AND / oR EVERETT, WA. 98201 SPEGFlCOO N is APPROVED Al aP I A D5720262 INSTALL CANT. RACK J.BURKS �m /P - 6�1E - ���S�� ' ':E OR . -9 �D DEPT. DATE A 0 3/18/94 nnE APPRO 9Y $IIAPIRD ARCHITECTURAL u nT p A p y FAC ILITIES DEPARTMENT r 9 7220 : ARCHITECTURAL MAS R roa rs• 147008 —DD PORTL 1 , El RENTON, WA. 98055 AP PROVED ■SEATTLE, WA. 98i 24 : BLDG. 21 05.1 ALL DVa ND. 21 -05-A1 i D.C. r t ! 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