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Permit B96-0148 - BOEING #21-05 - STORAGE RACKS
City of Tukwila C. (206) 4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B96 -0148 Type: B -RACKS Category: Address: 3417 S 120 PL Location: Parcel #: 102304 -9069 Zoning: M1 M2 CM Contractor License No.: BOEINC'k294ML TENANT OWNER CONTRACTOR CONTACT BOEING #21 -05 3417 S 120 PL, SEATTLE, WA 98124 SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE BOEING COMPANY , P.O. BOX 37.07, M/S IF -09, SEATTLE TERRY BENNETT P.O. BOX 3707, M /.S 46. -87, SEATTLE Status: ISSUED Issued: 06/05/1996 Expires: 12/02/1996 Suite: WA 98119 WA 98124 Phone: 206 544 -2975 WA 98124. ** kk** k***• k• k•k k*• k*• Ir****• k* k* * * * * *•k *k•k•k*k•k *k•kk **k*•k•k• k•* k• k* ** *** ** ** *fit * ** Ir* Permit Description: RELOCATE PALLET RACKS. UBC Edition: 1994 Valuation: . 1,500.00 Total Permit Fee: 99.38 k ** * *•k ***** * * *****A *•k ** * * * ** k k k** * * * * **4** k k k ******* k ***•k * * *ti'k'ki4 *'kyf * *•k ** Permit ::Center Authorized. Signature: Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the, provisions of any other state or local ;. laws regulating construction or the :performance of work. I am authorized to sign for and obtain this buiy ing pej4 Signature: 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. Address: 3417 S 120 PL Suite: lenant: BOEING 421-05 Status: ISSUED Type: BRACKS Applied: 05/22/1996 Parcel 4: 102304-9069 Issued: 06/05./1996 1,444-4.****-44**4*4******4***4*4.4444,40A-44,444***4.44.4.4.44**-44*44,44***4444*-41.-0 Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer andhewpaBuilding Division. 1 All permits, inspecttone*COOnproved plans shall be available at thejobie to tlie:'startof any con- struction. TheedOCumentsare to be maintained and avail- 'able until tW is granted _ .5. All construct to he done in contrr iarce wRh approved plans anduir;e4entls, 'Of the Uniform B6110ingCode _ ,mended. 4. Validi,t:f. The issuance of a PermitOrapproval of planseCiftcations, and'cOMputations shall not be'con7:. struekito,be a permitor,'. pr an approval of ,.any violation of anv ut the prOvisiOns building code or of any oth0'21ordrnance of the juriSdi_otion. No permit presuming oitidauthPtity:to vtdflate oanc0 the provisions of ;th . - 0 0 CITY OF TUKWILA Permit No: B96-0148 i AMOUNT OWING: 0 CONTACTED ^ 15±?ED%��T :E `rr; ? * "vl' f:. � ARP;Fi` g A �-(� Y Y O Plan Review Meeting DATE NOTIFIED • tt nn — mil-' BY: (init.) 2nd NOTIFICATION 51 SW 5 " ' `' (ROUTED, BY: (init.) 3RD NOTIFICATION (FIRE ,' 5 2 �� BY: (init.) 3i... @d 14, k;r48 .Fj'3L +4 D T 6 9 r ! }e+st ,�sr,.w s gr�' i tikte# ! i` @%,`" �DsTE N . f�.: t�L, <Tu :8 ^ 15±?ED%��T :E `rr; ? * "vl' f:. � ARP;Fi` g A ++}}X� °;��,•�„y t:< ;r.;v _fii.yar ? w�'Arw " + §= ... +'r it ): ii .N;S;)- N " +.f.(?F,�E`7 ., c; • ••• : ero--� ,yy L`� �+' }r�•t`.4b ', ♦A Y� ry` �'.- }f,. ,�. is' . %�' � 7 SY � . r ; V �k .f • K 54.d z t•,- , 4 3 ' t; "-- I,UIREME,_ MME : � ' • � `"� ? t`A . s n..t:;S kSi £ . , . {t�ta,74. �. � � O Plan Review Meeting n N � r 1 INIT: A il BUILDING - initial review 51 SW 5 " ' `' (ROUTED, NSULTANT: Date Sent - Date Approved - (FIRE ,' 5 2 �� 5 ,;o q 5 FIREPROTECTION: ( 0Q Detectors OWA FIREDEPT.LETTER DATE : 5/3 / SPECTOR: c_ INIT: .r_ O .PLANNING ZONING: PAR /LANDUSECONDITIONS? ❑Yes Q No REFERENCEFILENOS.: INIT: 1AINIMUMSETBACKS: N- S- E- W- Q PUBLIC WORKS UTILITYPERMITSREQUIRED? QYes 0 N PUBLICWORKS LETTER DATED: INIT: BUILDING - final review -1 -5 i TYPEOFCONSTRUCTION: gA -1 5 CERT.OFOCCUPANCY? QYes jg No UBC EDITION (year): (G) 9 q INIT: K-41 t- BUILDING OFFICIAL 6- 1 -c,, /, / - yL . • INIT: PLAN CHECK NUMBER CITY OF TUKWILA ( Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME 150-e 6r1 Q1 SITE ADDRESS 3l1 5 J O Pi SUITE NO. 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. REVIEW COMPLETED 02/15/96 SITE ADDRESS SUITE # n S izo Pi- - 'tluwiuk eux zi -oc VALUE OF CONSTRUCTI N - $ fe i z co. co i 9c1.g8 PROJECT NAME/TENANT r64rvc, pglrl�6E. i &rlo4° AS'ESSOR ACCOUNT # too Soy -�oc,a App TYPE OF New Building Addition U Tenant Improvement (commercial) Demolition (building) WORK: l• Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: . MG0CA- ADDRESS P.O. BOX 3707, M/S 46 - 87, SEATTTLE, WA. klEiELMF E-- PAWS l 1ZPAS BUILDING USE (office, warehouse, etc.) 13 1 PI Y Z O fCI - kNO 4J14-VE H SE NATURE F BUSINESS: AIRPLANE MANUFACTURING. WILL THERE BE A CHANGE IN USE? IN No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Buliding:709 if% Tenant Space: Area of Construction: ( yi. • WILL THERE BE STORAGE OR USE dF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN TH BUILDING? 0 No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER BOEING ADVANCED SYSTEMS. PHONE(206)544 -2931 ADDRESS P.O.BOX 3707, M/S 46 - 87, SEATTLE, WA. Z - 2207 "CONTRACTOR BOEING ADVANCED SYSTEMS. PHONE(206)544 - 2931 ADDRESS P.O. BOX 3707, M/S 46 - 87, SEATTTLE, WA. Z - 2207 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT BOEING ADVANCED SYSTEMS. PHONE(206)544 -2931 ADDRESS P.O. BOX 3307. M/S 46 -87. SEATTLE. WA. Z -2207 CITY OF TUKWILA $cco1/4)61. ic000esq-co Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PLAN CHECK t R vl NUMBE C O l 1I'PL ICA TION MUST Dr FILLED our COMPLETELY BUILDING OWNER OR AUTHORIZED AGENT SIGN PRIN NAM RRY - NE DATE APPLICATION ACCEPTED 5/ as ( q BUILDING' PERMIT APPLICATION FEES (for staff use only) BUILDINGPERMIT' FEE PLAN C C BUILDING: SURCHARGE ENERGY SURCHARGE OTH ER :< ''` TOTAL.' =. DATE APPLICATION EXPIRES DATE c5-Qnrl c PHONE ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE W *OTYIZIP 98124 - 2207 CONTACT PERSON TERRY `E-AL (, ,-'HONE _ 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 433 - 1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. o3/3oi8O COMMERCIAL :foe bitch structure):: $941(2):bfthe:ta110#!r)0: • •• sirucou .• ... ............ ....... ■•■•■•■• by a Washington State !4011ed • • :.• Ilce • . . ' .1triCtiirtil Otii4g...ifri`iiI■ig*:-:' 01 . 0raWinge....:;..;::: : ::i: . :*:::!:!;;::::::; : : ..., dra ............ .... • • • • • ........................... ' ; • ' • •••• • • •••• - • •,.......,,,,,,,.....,..,.,•::::::::,,..,...........• GOi!iiiiated..i,1011tY. Oripp ... ..... ,. ..... . . . ............. ... .... . .. • • • •...:•• • ,....,.., .: ......,....::::::::::.„„•„::::„......:,.........,....;,......„.„„ 's) )( ii drawings :••••••• . . . "•:•••••••••• ......,•:•:.,......,,,,,.....,..:...,.,:.:.:......., . : :'''''''''......•''''' ' • • • • ••••••••:•••••:• '''''''''''''' an ........... ....... .........., .. .•..: . iitilantittal.! .. .. • •"".:' . :::.:.::',.' RESIDENTIAL . . . . . .................. SL3MITTAL CHECKL.IST • . , MP Bung floor pien showin .• sp4o.61■■■•boii 104_ lidoors ensions of alt als.'ee • Tenant spaee 116*:::0!4•0::• showing rack 0Pr*ge:JAY0 and • ''.""'" • •••••• 0a.iiin$1.01kpft.00kS . • • " • • • . • Completed bultding pormit appllcaUon (ono tor each structure) • •••••'• • " • " " . • . ......;,H.:•!•• .. ... .................... L s! ) Foundation plan Bati�ns • . . . , ....0000E#Ci*!...t044:t;:100:00■40:ilik • f or en Ccs;o ti c ...1 •••• '.:•• • • •.:.••• .''''''' aets 9...:.,....•:•:::•:::,:.?::::'•::::::'''..::...-'. ..,,.....e,..ics (?).,.......,..,...:.:,,....:.•:';:•:•:;',.:::•::::;:;:,:ii...;.::::.:''''. ..... •c ) ...... -'''''.:Plefi,•::.::: : : : ; ". : :::: : ;:;: . :T.:4 :fain!1:8 :91t!„..i.::...,.:::':::,:iitio ................ .--...''' L.91eiiriii.L. ,.....g),...•i'•'•(::::.'"''..::••liio.. • ..:g:',.• t;iiiiiiing:FI::::,••••:::: .:.:' ... :.•••:. i,.. :.te .....,.,.... ........ . .. parklng cisief....1!...••.:, •..:.;:iiii ••iji••9 •:° ,1 ::::: : :!:7:•''''' ..•.:•:!.,.....;,...:::::':':.Tenfiin)f.kiqillilof...14:;:'1i'.... '",iiiii.ii ••••:. USe'6111.CiLIPTiit10.,::::;.::::;',..":.„ , r9C.IT.i.:;'1,':,.q;',..4;"•:,.r.••• ..., ■ 0)'!*,4;ae0•!..i.::,:::::..i:;:ii!..b.i.:0,.!".5.•;•:::::9:•••.:",':::,:.i';riiii11!1? • .",i.;piiiii.p1....,sf!.:77:4;iii:WILborils.1.:•.:::'':',g:;iiiii..:.:,?..,',..„...:::'.',:'''' :...,.!',.;.9..::•..,..;?•eliiii .i)61..."eglie.f.1:gPtlL!!.:17'.*:ii:::::•.::::::',::::.,:!:',:.:.•.....,..,. . ',.. m eth od ••• .....:"•'::.!E•Exit.0.9•Prii:'e)q!411....,..:::.:':';":.: ... ••.::•::::,:f:::i:.':'•':::!•Y.:;tri,'.'::: • •1•6r1:•!TI..........,•:''''''. ....,....: ‘‘.: : ..: ••.i Nr.........,4-:•:,4t);:iallc'...::::',•:•.....::.::,: . ,:'•:''''"L iii:jige" ts ... . .. .:•. . ...: .:: iiiiation s".7..i......::..::::::::::::.•i•:oiy1908•601.1tr.i!...!-.:::::.:....::::tohS.ta..:::,f!:,„;.„...„::::i.:: r • Cons..„...-:...". • 40C419r1i. fla0:!1!...::,;1•:.".•:‘1,/a4r),!fil_, to• !!!..!:1! a ;iiiiii • ' ns ” - ••• - • ...••••,• . , . ke 'Cross itheOt...1?.:.":;'•';''''':„:,:••• 6.ed.1?Y'''..1 iivorlS...7, . .•:'te':•6t.i.fit.../..e'••:'• attag.•,; ,...,..:: ••• .• • ;.'stanl. I cwq!..••:•,......,::..::•'..:c ri!.,,..:::,:::„:.•:..... ••.". fauta ..•:•:•.uired .......•,.:•••• " :... • obm!......:.,:.:...„:•„•.. tion-- • 111,7- 1 69P'!'''.'.x.:''''"; . • ...ralca b(Li rP9.„:„.:::•:::•:::"::•."-..d,;;fieJ.!.....,............•••-... - - NOTE it ii4:*4'..... '..ap plleation and plani:::::•:::•:::::'• •iiinglne ,..•• ••••vi;,atrtc,....: : tiliGlIj i thay.:, iiiii:e.,„ • .:,.•.:::...:.:::::...:.;::::....,....,....... . ..... ' . . REROOF n E material being ' • tia ............ •:Aeiiiseer Narrative cleicribitig exlitingroof;:naterial prneved;;;and NOTE A of thaparrtut 7. .. 'ATELLIT:.,DISHES :': .. • ,......,c plidats6ri.., Completedi>011dirli:0.!#0:•••:P. .•::::: . .. .. • A6istes:1 °6 :.. 11°:......11 which !1•:..: rit Numbpr.. . Detalls:ah !P 11'...4iii.: iii11 stamped by a tu14 cd4 :: iiiti;6ciia' 01 t!:,1oii,,,.....::::::n:::::::::.::::,:.::•:::::,...i eSntrg°16ne9r1. miTly:cubeta:trii%nilir......:,i ..',..':'?.!....' ..................... '''''''''''''''''''''''''''''''''''''''''''''''''''''' ' ...,....:.. .. ...1.....• . ...•••:- ...... . " :-....:... ,.. • ... . Liked pio'nsoc1!onand st gn- f.. GENERA 99.38 TOTAL 99.38 c**A** * *k **.*A* ** ** **i*k* *k ** *k* *lA* ***k **4:A *A*k ****1** .ki*'' CASH 100.00 ITY OF TUKWILA. NO („ — CIIU� TRANSMIT CHANGE 0.62 L� ` 57 4IJb * 13 564 9000 15:04 TRANSMIT Number: 960041(35 Amount 99.38 05/22/96 1 4 t..1 4 Pavmer,t Method: C'($H "rzutEtian: I3CtETNG l:rlit: SL.R Total Fee 99.38 This Payment 99.38 Total ALL Pmts: 99.718 Balance: .00 44.* *•A*•**.ar **A'kI:* r*• k•***** M* kA* Ak* do..1 k**•* k**** .%*A*kf:* *•1***;firk*'f. *ki1•{.* Psrmit No: f396- 01.48 Tvoe: B- AUKS FALK 87OF(iGE PERMIT Parcel No: 102304-9069 Site Address: 3417 S 120 PL Account Code 0007322.100 000/345.830 000/386.904 Description BUILDING NGc4RES PLAN CHECK - N0NR3;5 STATE BUILDING SURCHARGE Amount 57.50 37.38 • 4.50 Project: 4 4}- T Type of inspect po,.1 ) Address: 5 ( lac 0 D Date called: ___q Special instructions: � Date wanted: n b IP Requester: lakn Phone No.: (0Q 4.1 I 1 i Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 41, V 6300 Southcenter Blvd., #100, Tukwila, WA 98188( 1 -3670 Approved per applicable codes. COMMENTS: Inspecto �., e'.'.....�`'S. ✓`'� • .t�...*r::f n.� Date: Corrections required prior to approval. $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite Call to schedule reinspection. Receipt No.: Date: Pron it j e it. z 1 _ cs Type of inspection: n wsct.... tIrf: 5 1 zo pi--- Date called: — — I IS 9 Special instructions: eA* Fixec gss Date wanted: 6 OP p .m. Requester: CgnitT: Ce 4 Inspector Ate INSPECTION RECORD Retain a copy with permit INSPEI ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Approved per applicable codes. Rita Corrections required prior to approval. COMMENTS: c4,7 Date: 7,. ri $42.00 REINSPECTIOP FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . 0.1 ihoirir 1 - 7 . x Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: ... , ,:�5: p,�a1't: ,.- ii' ✓'+ ,.day •, ,. . Needs shift inspection Authorized Signature Project Name 1`) ('( //1/ 7 Address ? / / 7 5 Retain current inspection schedule Y Approved without correction notice Approved with correction notice issued a 7777:7 City of L ukw John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Ii V6 G' S /z. g ? 2/ . D te FINALAPP.FRM T.F.D. Form F.P. 85 Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57544139 BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -05 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR CANTILEVER RACK INSTALLATION JOB #160084 TOOLING WELD SHOP MAY 8,1996 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON 1u‘I')D CARRIGI RECEIVED CITY OF TUKWILA MAY 2 2 1996 PERMIT CENTER MGR. ..3 aikgs gi REVISED DATE <06,/ yve v /67 . 0 45y/r7z ig0064 V" 19c 614° CHECK APR APR Ari7EINO • 5C-OPe DI 5007 2070 ORIG. 6/73 .• • 1 - 1,9 .5 is - Tv keLocATE (2.) 5.,crie7Axs GANT II.EVgR gficg Feom Co 6- f M (1/ GIG 70 COLUMN /N • 21-05 Lomas F-oe 1H leA CK a ARMs spolcez) e, so" 98" 4 N O 144" L = goo L-a socwv) AS pg c4 LS Dtcl-7-D M G, 1994 J16•047 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 APPROVAL ENGR. J. Qo2 ,K ( as) 1_ REVISED DATE C � l ` 7o#G' 1 CHEC% APR APR BOE //VG /'I/9 64-4 GMs (APPi Wr Hags . ge, K. t2'. ,9 015007 2070 ORIG. 6/73 7 s 4-t/4LYsIs E-75 ' -M/n/65 s 7 tic- U/e,19G /1 7 'L / (o ( fM / C� f71 V1// .3 / s.o' -cGv ,ems SD % s8 " l4G !' G G = Szlo /G O / & - ryo l- c ,er-sE (/I. &.C, 51T 27-41 w oe /NCB Fl+c-14. /7765 D:x., Dfg) f4o2. -3 P C9 24 Ai 24 ' f ,M CPO C a3 , gPASE C/ K --. /92- -' (c' S C AU S /9 — c, l — 6,0 27 le-e D REQ ‘ o. 4- ke---p ' J CANTILEVER RACK DESIGN VERSION 1.0 BY JON BURKS INPUT ARM INPUT COLUMN ARM LL = 500 (lb) ARM DL ■ 20 (lb) FY arm = 42 (ksi) L arm = 24 (in) IMPACT = 25 (k) L fact = 0.67 # ARMS = 3 DL col = 300 (lb) Fy col = 42 (ksi) height ■ 192 (in) base wd = 36 (in) wd /col = 32 (in) TRY TYPE C UPRIGHT Ae = 3.76 (in'2) Sx = 7.08 (in'3) Sy = 4.29 (in "3) JOB # 147046 DATE 12/21/94 INPUT rx ■ 2.74 (in) ry = 1.51 (in) Klong = 1.00 Ktrans = 2.00 DETERMINE BASE SHEAR V- ZICW /Rw 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+OL *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 - pi'2 *E /(Kl /r)'2) Fn = 14.57 (ksi) (Fn - Fy(1- Fy /4Fe))FN =FE IF FE <FY /2 Pn = 54.80 (k) (Pn - Fn *Ae) SF - 1.98 (5/3 +3 /8 *(Fy /2Fe)'.5- 1 /8(Fy /2Fe)'.3 - 27.74 (k) (Pa = Pn /SF) CHECK BENDING IN COLUMN Mn ■ 297.36 (k -in) (Mn =FySx) 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+I ~ 30.87 (k-in) M ~ 58.72 (k-in) P ~ 2.24 (k) P/Pa + m/mu ~ 0.41 OK USE C ; ENGR. 3 Ent/WS IL /2¢ REVISED DATE I ^ 7C 4 r Cr r `7 V �` (� lU CHECK AIR r b �e1c, C0`)L Ft AIR B OE/NG • 0 ,e / / /'t/E s / -e OF A A/cf; b 0 LSTS 4'' M 2ESIsT , 300 2 2� ;7S 100 I 3O0 (3) f- 20 $ I oo OS) 4 375( ?) Z �) 3714 375 3) 8 -/ Zo (8)(17.) 7 /00 (ig) f 3oa (2.6)= X 2 1 , 8 5 14- , / 9 z _ '') (. __ 0 7 s(.5720 3 g rr F/ - c(G 57 3VD/ b'c(JM571/7 s go c r 70 c ,s/v V ' /C ,zen —r 4g.27 '4- o/3 = 0 -44 < :00 :, o� 87S S C (il E- 570 /1 go TS 14// 2 Movr= 2785 IOM 5Pfr('W /fT. G, L CS, /'s 9: ENGR. J. 5(4,44./ REVISED DATE 1 4/ 0 46 ' EL OG4'TZ TOO L FA?, 7 CHECk AIR AIR BOE/A/G DEF2EG7" /0 /t/ CO -G04/V DI 5007 2070 ORIC 6/71 M M = (0, 3 2G-- K g., Mrrr /0,3 K' 'f11 (S ) 30,9 P'" M PI NO A B4'SG-0 ory Po r w. / ,, Eo2v 1 717 ftsE Molleorti r, Tx= 27 S/ /V Tr/�� G- 7kelj 4 _ PQ /61'x( 192`�� = 0.4e 3E.r 5( 6 Fse) 2 75 .- //v /N ►92 l,92" loo l oo 0148 < 1, 92 J OK, .116.047 2 -1/4 2 -114 TYPE "8" A104 t c Area • (Tn_) : (in - -) (I ° _ 2 ) - r---- S T A N D A R D C A N T L L E V E R R A C X AIMS' NORTHERN STEEL - 601 ANDOVER PARK EAST SEA 1E. WA 98188 (206) 575 -1671 • INSIDE WA 1. 800. 562•1086 OUTSIDE WA 1- 800 - 5'5.2505 -vkls 1 3 -3/4 . .875 .9739 .7208 X - Z AXIS * .5314 7 r(In.) 1 y(In.) .8603 ,8937 D x r+ Y ALL O11iER T!PE ARMS T - T XIS * I(Iu. ) S(in. ir(1n•) x(In.) 2.1639 1.15411.'+9-6 _ 4 4 _ 1-1/8 3 -3/4 .105 , -- 1.5750 3.7769 1.8789 1.5485 1.9898'3.4349 1.8439 - 1 -1/8 a 3-3/4 1 .135 r - -2.0134 4.7594 2.3764 1.5375 1.9972 4.4174 2.3338 5 1 -1/8 3-3/4 ' _135 2.3847 7,9720 3.1838 1.8284 2.5039 5.4684 2_8891 6 1 -1/8 3 -3/4 I .135 2.6378 12.2908 4.0416 2.1586 3.04111 6.1849 3.2676 vi I 4 3 -3/4 3 =3/4 .105 -- 1.5750 3.7769 1.8789 1.5485 1.9898 3.4349 1.8439 1.4768 1.8628 0 _4 1-3/4 3 -3/4 .135 -- 2.0134 4.7594 2.3764 1.5375 1.99721 4.4174 2.3338 i 1.4812 i 1.8928 ,�_ 5 1 3_3/4 3 -3/4 .115 -- 12.3847 7.9720 3.1838 1.8284 2.5039 5.4684 2.8891 X 1.5143 1.8928 - .2 .6378 12.2908 • 4.0416 2.1586 3.0411 6.1!59 - 1.2576 11.'012 [ 1.8928 6 -- - -- 3 -1 /4 3 -3/• .135 -- - -- * WY1E- troperties computed based upon cross- section at end plate connection. t X 1.4768 1.8628 1.4812 1.8928 1.5143 1.8928 1.5312 1.8928 r4 4„ Y _ Y� Y TYPE- B TYPE - C E x Y TYPE -- F3 , F5 F7 TYPE . D (IN.) t { IN.) K (IN) NET Wt * /Ft. AREA ON!) _ )C - X Axis Y - Y Axts - 1 Z IN,4 S = I14 f - IN. 1 - IN: 5 - IN3 t" B 5 4 .1875 - '9.1 2.248 9.31 3. 54 2. 3 5.47 2.73 T 1.5 C _ 8 X 1875.105 14.1. 3.822 27.50 6.67 2 . 6.8 8.70 4.3S 1.5 E r 10 .1875 - 21 5.948 _ �- •4-4 11. I0 3.04 14.30 7.15 1.5 F3 1 3 �4 .1875 - 26.5 7.458 1 31.08 19.79 4.137 8.44Z 4.331 F5 15 % .1873 - . 35,4 9.708 225.09 29.52 4.315 5.503 11.722 5.029 - _ 17 1.0 to t r r F7 17 %4 .18 - 41.8 11.598 -1 .19 4-0.72 14. 292 r4 4„ Y _ Y� Y TYPE- B TYPE - C E x Y TYPE -- F3 , F5 F7 H W L M I x S x A r IN. IN. N. IN, IN. 1N:4 11.4? IN? N. 2 .75 .135 8.5 9.8o 3.921 2.62 1.932 8 .. 2 .75 .1,35 8.5 30.31.2 7.578 3.436 2.970 9 2.5 1.063 .135 9,5 47.894 10.643 4.146 Z.402 • ii 3 1,125 4.35 10.75 810.442 15.717 4.988 4.163 13 3.63 i.25 .135 12.43 145.254 22.347 5.934 4.947 i5 3.5 1.25 .1.79 12.75 260.474 34.730 8.404 5.547 'E 3 - • 1( (ECH INC. t .ALIPORNIA L ANT..ILEZERRACK. 5tANDA SECTION CANTILEVER BASE PR EPA ED BY 'SHEET NO. zeAdA;• C 6- 2 DATE DRAWING i:17 , 8 -10 - 92 REVISIONS I BY DAT NO ANCHOR DUI. (Meow) DEPTH EMBED. (k s) r, • 2000 psi 1'04 ] psi r, ■ 4000 psi r, a 6000 psi T.nslon Show T.rmlon S e l m a T.nsbn • Sh..r Tension Show With sp. Imp. Wt out' Sp. Imp. With S0. insp. 14Nhoue Sp. Insp. wie' Sp.Insp. Without' S0. 31s0. W1th' Sp. Insp. Without' Sp. k p. 1 /4 1 250 125 400 310 155 400 , 360 180 400 440 220 400 1 / 4 2 525 265 400 550 280 400 590 295 400 625 315 400 '/4 3 625 315 400 625 315 400 625 315 400 625 315 400 3 4 1; /,t 500 250 925 615 310 975 710 355 1.025 800 400 1,025 3 /11 2 1.125 565 1,100 1.210 605 1.100 1,290 645 1.100 1.450 725 1.100 3 /a 4 1.250 625 1.100 1.300 650 1.100 1.350 675 1.100 1,450 725 1.100 1 /, 2'/4 1,100 550 1,810 1.230 615 1.840 1,365 680 1.840 1,625 815 1.840 1 1, 3'/1 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 /a 2 1.500 750 2.875 1,750 875 2.875 2.000 1.000 2.875 2.500 1,250 2875 sht 4 2.250 1,125 3.125 2,670 1.335 3,125 3.090 1.545 3.125 3925 1.465 3.125 /11 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 3'/, 1,850 925 3.875 2.175 1.090 3.875 2500 1,250 3,875 3,000 1.500 3.875 3 / 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 3 /4 8 1750 1,875 4,225 4,625 2.315 4,225 5500 2.750 4,225 5.925 2.965 4.225 1 41/2 3,125 1.565 6.625 3.800 1,99(L 7,125 3-75 2.190 7,625 5,250 2,625 8,625 I 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 1 9 6.250 3.125 8.625 7.190 - 3.595 8425 1 ",125 4,065 8.625 10,000 5,000 8425 14 DEPTH EMBED. ( 100.133 ) r•, . 2000 psi r•,. 31200 ps r• a 4000 ps r•. a 6000 psi Ter sloe Shehr T.nslon Sewer Tension Stmar Tension WWII Wtth' S0. 3130. Without' SP. 111 30- With' Sp. bmp. Wh SP. 31 1p• With' SO- 3130. Without' SO. 103 0- VOW' SP. 3's0. Without' S0. 1110. V4 1 '/e 300 150 525 315 156 540 323 165 550 350 175 550 1 /4 2 440 220 550 520 260 550 520 260 550 520 260 550 1 /4 3 520 260 550 520 260 550 520 260 550 520 260 550 I 3 / a 1 /t 400 200 825 460 230 950 515 260 1.075 625 315 1.150 3 /8 2 875 440 1.250 1.025 515 1.250 1.175 590 1,250 1.350 675 1.250 3 /a 4 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 '/2 3'/2 1,250 625 2.085 1,625 815 2,085 2000 1.000 2,085 2,250 1.125 2,085 1 /2 6 1,375 690 2085 1.765 880 2,085 2,150 1.075 2,085 2,550 1,275 2.085 6 Is 2 1.175 590 2.62.5 1.500 750 2..875 1.700 850 3.125 1,800 900 3,125 3 /8 4 1.750 875 3.125 2.250 1,125 3,125 2,750 '1375 3.125 3,000 1.500 3.125 5 /K 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 4.500 3 /4 4 2,350 1.175 4.225 _3.050 1.523 4.365 3.625 1,815 4.500 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 I 4'/, 2,925 1,465 5,700 3.625 1.815 6.350 4325 2.165 7.000 4,500 2.250 7.000 I 6 4,125 2.065 7.000 6.000 3.000 7.000 6.750 3375 7.000 6,875 3,440 7.000 1 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 Page 3 of 4 TABLE NO. II - KB - 1I CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds) Report No. '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.0 Standard No. 26-2. 2 hese tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3 These tension values are only applicable when the anchors are installed without special inspection as set 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. TABLE NO. III -AISI 304 AND 316 STAINLESS STEEL KB-II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds) '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. '-These tension values are only applicable when the anchors are installed with special inspection as set forth in Section 306 of the code. 3 hec tension values are only applicable when the anchors are installed without special inspection as set 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. r Fire Department Review Control #B96 -0148 (512) Re: Boeing Company Building #21 -05 - 3417 South 120th Place Dear Sir: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief May 30, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 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 material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. All new sprinkler systems and all modifications to John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 t Page number 2 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief 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 #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) Maintain minimum 6" longitudinal flue space between hack to back racks. (NFPA 231C) 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57$4404 • Fax (206) 57544139 4,10.10AANS,MAN4 THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A DEPARTMENT OF LABOR AND INDUSTRIES STATE OF WASHINGTON 1 F625-052-00013-921 ,q r • *: ZztlgteriMrt • • .......Vros• .‘ .. ' • ' • ' - .5', , '-, - ''‘'':';• -4- t - ...t. ,,::. "gro. -..f -..g-1,..:,-;,•;i' . '"%!: 4...±. • . DRAWING INDEX DRAWING N0. SHEEP N0. TITLE REVISION N0. DATE 21-05-Al Al TITLE ORIG 05.20 96 21- 05 -1A01 1A01 EXITING PLAN B 05.20 96 21- 05 -1A17R 1A17R FLOOR PLAN - REMOVAL R 05.20.96 21- 05 -1A17 1A17 FLOOR PLAN A 05.20.96 21- 05 -10,18 1A18 PLAN A 05.20.96 VICINITY MAP 99 19 -01 REVISION KING COUNTY AIRPORT OFFICE 5 CEMER 0 Al 9 9 FROM SEATTLE- TACOMA AIRPORT FROM DOWNTOWN SEATTLE EAST MARGINAL WAY CORPORATE PARK APPROVED 599 TUKWILA DA 900 DEVELOPMENTAL CENTER OENG FROM KENT & AUBURN N NO SCALE - EXIT 157 900 REVISION EEENSE & 8 ACE GJOUP BUILDING 21 -05 FLOOR SPACE /WELD SHOP (J #160084 -00) APPROVED DATE BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AREA MAP BUILDING 21 -05 3417 SOUTH 120TH PLACE TUKWILLA, WASHINGTON (EAST MARGINAL WAY CORPORATE PARK) 21 -02 EAST MARGINAL WAY CORPORATE PARK BOE/AN6 FACILITIES DEPARTMENT GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRED DESIGN REVISIONS. REVISIONS TO BE APPROVED BY CITY OF TUKWILA PRIOR TO PROCEEDING WITH PROPOSED REVISED WORK. PROJECT CHECKLIST CHECK BOX ® THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C. AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND COMPLIANCE WITH CITY OF TUKWILA ZONING. ® COMPLETE BUILDING FLOOR PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. • ENGINEERING CALCULATIONS (IF APPLICABLE). ® ROOMS LABELED PER OCCUPANCY PER U.B.C. (TABLE 10 -A). ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. ❑ NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS ® 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS ❑ 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS • BRIEF PROJECT NARRATIVE: REMOVE AND RELOCATE SHOP FENCING, CANTILEVER RACKS, EYE WASH, BOLLARDS, CURTAIN, PORTABLE BATTERY WATER CONTAINER AND SHELF. REMOVE UNISTRUT POSTS AND BASEPLATES. PROVIDE SHOP FENCING AND SLIDING GATE. PROVIDE LAGGING AT RELOCATED EQUIPMENT. 13h5'Putter 75 rot- *On& 644X--y ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ® SEATTLE, WA. 98124 ACCEPTAB001 DAT G MILLER CHECKED • G. MILLER CS 1 D 6101 APPMNM DATE 06.20.96 06.20.96 0 91 LAND USE CODE CODE REFERENCES OCCUPANCY GROUP B AND F, DIVISION 2 (OFFICE AND WAREHOUSE) NO CHANGE IN OCCUPANCY FLOOR AREA (ACTUAL) STORIES FIRE PROTECTIONS SEISMIC ZONE FIRE ZONE PARKING PROVIDED PARKING REQUIRED NOTE: MECHANICAL AND ELECTRICAL PERMITS ARE TO BE SUBMITTED SEPARATLY FROM THIS PACKAGE. COY Of 00 6A By ARC C HI TECTURAL MASTER CODE SUMMARY M-HP (CITY OF TUKWILA) 1994 U.B.C., U.F.C., U.P.C., AND THE WAC5I -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. 209,446 SF BUILDING FOOTPRINT FULLY AUTOMATIC, WET PIPE THROUGHOUT 3 3 739 725 1 understand that the Plan Chock approvals are 501.119911 errors and orn,sSlOna 1111,1 approval oY pAmy, does not 901790179. Ina o,0191 1 06 any 1111011191 9999 or ofdlnance. Rock ` 0 td ,, actor's 9007 otellroved pla /// �� Date Mir Penns No. A-ir TITLE SHEET BUILDING 21 -05 COL. D.C. JUN 4 1996 BUI DING 01VISION RECErvED crtv oP ruKVnu MAY ? 2 1996 PERMIT CEFfTER Al 147008 -00 21 -05 -A1 DA LEGEND: � / / % � /� EXIT PATH ( 1_ L; 0 ® O GENERAL NOTES: ^ -- -� • • 1 i 1 S , AND a. _ \� 1. ASBESTOS NOTIFICATION: A GOOD FARH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACIUTIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. J i CONSTRUCTION P e, 0 NOTES: • / I ffrag EC PMENT ROOM 4, <16 OCCUPANTS 0 0 I , / j / „A/J. ,_ -sue MANUFACTURING ARFA 172,600 SF <100 OCCUPANTS PROJECT AREA -- o - 0 _7,777.77.7.7.„2„: 1 —__ —� *will _ _ ® 1 ,�- IIIII CIP1 APPRO 3 N 419% gU1 ING OIVl510 F I HEM • j • � ��� �` I 7,800 S.F. 7,eoos.. <78 OCCUPANTS ���7111 yy ' 7 _ FLOOR PLAN SCALE: 1 "= 30' -0" FECE GRY OF TURWM1A MAY 2 2 1996 Dqbvigsollig PERMIT corm s• amsmx er APP uaE sv • IS= •r OM. art ACCEPTABLRY MS DEM SPEO4pN •A'�""YF° EDDIE R DUARTE 1 -15 -91 EXITING PLAN I MR A ADD EXT. NO SMOKING SIGN 02.17.96 wTnan v(Er 1A01 a B FLOOR SPACE /WELD SHOP (J#160094 -00) GMM. IA r 05.20.96 B ®E,EG �P �, ah °1A' ""` BUILDING 21 —05 ARCHITECTURAL MASTER ALL O.P. FACILITIES DEPARTMENT a a , 0 — N.V. OF 21- O5 -1A01 - o i C9 (E FLOOR PLAN SCALE: 1/8 "= 1' -0" LEGEND: WALL STEEL STUD PARTITION DEMOUNTABLE PARTITIONS (7' -0" HIGH) METAL FACED PARTITION x x x x x SHOP FENCE 4 PARTITION TYPE INDICATOR, REFER TO SHEET A200 GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. CONSTRUCTION NOTES: RELOCATE EXISTING EYE WASH STATION COMPLETE TO LOCATION SHOWN. MOUNT TOP OF STATION AT 4' -0" A.F.F. RELOCATE EXISTING BOLLARD COMPLETE TO LOCATION ADJACENT TO BATTERY PACK STAND (TYPICAL OF TWO). MOUNT TO MATCH EXISTING. (464 Lm" c4 P,OLZSN 3"m,nr, eMOco. T RELOCATE EXISTING PORTABLE BATTERY WATER CONTAINER COMPLETE TO LOCATION SHOWN. MOUNT TOP OF SHELF AT 5' -1" A.F.F. ® INSTALL APPROXIMATELY 85 L.F. OF METAL SHOP FENCING (8' -0" HIGH). LAG EACH POST TO FLOOR WITH (2) 1/2" DIAMETER ANCHOR BOLTS (3" MINIMUM EMBEDMENT). LAG EACH CORNER/END POST WITH (4) 1/2" DIAMETER ANCHOR BOLTS (3' MINIMUM EMBEDMENT). PAINT ALL METAL SHOP FENCING (BDC1). RELOCATE EXISTING 7 POSTS /BASEPLATES AND 6 PANELS COMPLETE. INSTALL APPROXIMATELY 14 L.F. OF METAL SHOP FENCING (8' -0" HIGH). ALIGN NEW METAL SHOP FENCING WITH EXISTING METAL SHOP FENCING. LAG EACH POST TO FLOOR WITH (2) 1/2" DIAMETER ANCHOR BOLTS (3" MINIMUM EMBEDMENT). LAG EACH CORNER/END POST WITH (4) 1/2" DIAMETER ANCHOR BOLTS (3' MINIMUM EMBEDMENT). PAINT ALL METAL SHOP FENCING (BDC1). © INSTALL 24' -0" WIDE BI- PARTING SLIDING GATE WITH 14' -0" HIGH TRACK. INSTALL FOUR (4) PULL HANDLES AND HASP, LAG EACH POST WITH (4) 1/2" DIAMETER ANCHOR BOLTS (3" MINIMUM EMBEDMENT). PAINT ALL METAL SHOP FENCING (BDC1). RELOCATE AND CUT EXISTING CONTAINMENT CURTAIN TO SLIDING GATE. ATTACH TO GATE TO MATCH SLIDING GATE AT COL E /5. © INSTALL 5' -0"W x 16' -0 "H x 40' -0 "L CANTILEVER RACKS (ARMS AT 50", 98" AND 146" A.F.F.). INSTALL (2) 5/8" DIAMETER ANCHOR BOLTS PER BASE (2 3/4" MINIMUM EMBEDMENT). INSTALL LOAD LIMIT SIGNS: "MAXIMUM ARM LOAD 500LBS ". 1,4 1A11 1,4 1414 1415 C14T 10116 1A10 PP I 411 10 ,A1,9 1A20 1A21 J9S1 ELFVED cm R ac Tuxvn4A KEY PLAN SCALE: NONE 61 MAY 2 21996 FEHMR CENTER SYIA A FLOOR SPACE / WELD SHOP 09160084 -00) GMM APPROVED 45:11 nm DATE 05.20.96 REVMON APPROVED DATE AritirEZAW FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA, 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ■ SEATTLE, WA. 98124 ACGEP TAB U spEggrox% :ZED APPROVED BY D.R. C HESTERDELD CHECKED CHECKED DATE APPROVED APPROVED OZ.04.44 SUBTITLE FLOOR PLAN TITLE ARCHITECTURAL MASTER BUILDING 21 -05 COL. C -E/5 -7 0.0. MST EV9al ) sn,aa 1A17 DATE .03 Ma DM NO. 21 -05 -1,417 lol II I11 - — x t RACK TYPE FIRE PROTECTION HOSE STATION ±85' -0" 6 4 66 >4 >4 A A 1 I b t2'-0I--- I L 1, -, -.z 0 0 z a 0 1 7 --"— j d ce 4 0 I - L ■ Cu - o i C9 (E FLOOR PLAN SCALE: 1/8 "= 1' -0" LEGEND: WALL STEEL STUD PARTITION DEMOUNTABLE PARTITIONS (7' -0" HIGH) METAL FACED PARTITION x x x x x SHOP FENCE 4 PARTITION TYPE INDICATOR, REFER TO SHEET A200 GENERAL NOTES: 1. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. CONSTRUCTION NOTES: RELOCATE EXISTING EYE WASH STATION COMPLETE TO LOCATION SHOWN. MOUNT TOP OF STATION AT 4' -0" A.F.F. RELOCATE EXISTING BOLLARD COMPLETE TO LOCATION ADJACENT TO BATTERY PACK STAND (TYPICAL OF TWO). MOUNT TO MATCH EXISTING. (464 Lm" c4 P,OLZSN 3"m,nr, eMOco. T RELOCATE EXISTING PORTABLE BATTERY WATER CONTAINER COMPLETE TO LOCATION SHOWN. MOUNT TOP OF SHELF AT 5' -1" A.F.F. ® INSTALL APPROXIMATELY 85 L.F. OF METAL SHOP FENCING (8' -0" HIGH). LAG EACH POST TO FLOOR WITH (2) 1/2" DIAMETER ANCHOR BOLTS (3" MINIMUM EMBEDMENT). LAG EACH CORNER/END POST WITH (4) 1/2" DIAMETER ANCHOR BOLTS (3' MINIMUM EMBEDMENT). PAINT ALL METAL SHOP FENCING (BDC1). RELOCATE EXISTING 7 POSTS /BASEPLATES AND 6 PANELS COMPLETE. INSTALL APPROXIMATELY 14 L.F. OF METAL SHOP FENCING (8' -0" HIGH). ALIGN NEW METAL SHOP FENCING WITH EXISTING METAL SHOP FENCING. LAG EACH POST TO FLOOR WITH (2) 1/2" DIAMETER ANCHOR BOLTS (3" MINIMUM EMBEDMENT). LAG EACH CORNER/END POST WITH (4) 1/2" DIAMETER ANCHOR BOLTS (3' MINIMUM EMBEDMENT). PAINT ALL METAL SHOP FENCING (BDC1). © INSTALL 24' -0" WIDE BI- PARTING SLIDING GATE WITH 14' -0" HIGH TRACK. INSTALL FOUR (4) PULL HANDLES AND HASP, LAG EACH POST WITH (4) 1/2" DIAMETER ANCHOR BOLTS (3" MINIMUM EMBEDMENT). PAINT ALL METAL SHOP FENCING (BDC1). RELOCATE AND CUT EXISTING CONTAINMENT CURTAIN TO SLIDING GATE. ATTACH TO GATE TO MATCH SLIDING GATE AT COL E /5. © INSTALL 5' -0"W x 16' -0 "H x 40' -0 "L CANTILEVER RACKS (ARMS AT 50", 98" AND 146" A.F.F.). INSTALL (2) 5/8" DIAMETER ANCHOR BOLTS PER BASE (2 3/4" MINIMUM EMBEDMENT). INSTALL LOAD LIMIT SIGNS: "MAXIMUM ARM LOAD 500LBS ". 1,4 1A11 1,4 1414 1415 C14T 10116 1A10 PP I 411 10 ,A1,9 1A20 1A21 J9S1 ELFVED cm R ac Tuxvn4A KEY PLAN SCALE: NONE 61 MAY 2 21996 FEHMR CENTER SYIA A FLOOR SPACE / WELD SHOP 09160084 -00) GMM APPROVED 45:11 nm DATE 05.20.96 REVMON APPROVED DATE AritirEZAW FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA, 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ■ SEATTLE, WA. 98124 ACGEP TAB U spEggrox% :ZED APPROVED BY D.R. C HESTERDELD CHECKED CHECKED DATE APPROVED APPROVED OZ.04.44 SUBTITLE FLOOR PLAN TITLE ARCHITECTURAL MASTER BUILDING 21 -05 COL. C -E/5 -7 0.0. MST EV9al ) sn,aa 1A17 DATE .03 Ma DM NO. 21 -05 -1,417 b1b---011+8 PLAN SCALE: 1/8" = 1 RUMOR A 160084 FLOOR SPACE/WELD SHOP BY APPROVED DATE S. JBURKS 05 .Z. sq BY APPROVED DATE REVISION 1 7 ACCEPTABIWY wErclreisTIZED BATE APPROVED BY ANDERSON 1144 CHECKED KRIS ANDERSON 12 CHECKED APPROVED APPROVED • ASBESTOS 140191C91182: A wed WI may el Me Irak au hot ben =dueled and cabala, contabIng material woe not Bscoveral that would be Involved In the eonetnNtlee el We papa Do not mac danoge or &hob my atheetoe material odpeent to the *pa area. %sate contact Boeing Foclitlea Department II asbeslas =LAIN meterkl demo* or deemed that io mulled 20 0. rano* to appal work The fdrowIng materkit In the ma odjoamt to Ks job we named th be p0000 400800000 LEGEND: GENERAL NOTES: 1. G.C.U. CONSTRUCTION TEAM AND THE ENG. DESIGN lgAMAHALL REVIEW THE JOB TO CLARIFY THE WORK PRIOR TO STARTING THE WORK. 2. COORDINATE WORK VON ALL TRADES REQUIRED TO COMRLETD',; THE WORK. 3. LEAVE WORK AND STAGING AREAS CLEAN AND UNCLUTTERED;,, AT END OF EACH DAY AND END OF JOB. 4. REMOVE ALL DEMOLISHED MATERIALS FROM BOEING PROPERTY.'k: 5. REMOVE ALL TOOLS AND REMNANTS OF MATERIALS FRQl8YR AREA. Jo 6. NO CHANGES SHALL BE MADE TO THE DRAWINGS H1 TIijQ1 1,' WRITTEN APPROVAL BY THE FACILITIES ENGINEER REBR9NBIBL4 FOR THAT PORTION OF WORK. IWIPIA■V 7. POST ALL SIGNED AND STAMPED: DRAWINGS, SPEC5?&RMITS, AND INSPECTIONS RECORDS VISIBLE AND EASILY ACCEPIBGEZ AT THE JOB SITE PRIOR TO COMMENCEMENT OF ANY1WORKW ALL DOCUMENTS SHALL REMAIN UNTIL FINAL WRITTEN APPROVAL HAS BEEN RECEIVED AND THE OCCUPANCY RERMITit: HAS BEEN ISSUED, AT WHICH TIME ALL DOCUMENTS SHA4141Ii:: BE DELIVERED TO TERRY BENNETT, BUILDING 9-51,21CNIN/11-1 0 0 '4 NT '14 :AC RELOCATE FOUR 5 X 16' HIGH SECTIONS OF CANTILEVER RACK. INSTALL LOAD LIMIT SIGNS' . 1 1 44, MAXIMUM ARM LOAD 500 LBS." ARM SPACING , 50 98 AND 140°. , ., fr INSTALL (2) 5/8 DIA A. BOLT )111}1 2 314 PER BASE. SEE CMG 21 1A17 FO NOCRed1(1* 0 PLAN BLDG. 21-05.1 ARCHITECTURAL MASTER COL. 0-0/5-7 CONSTRUCTION NOTES: INSTALL 8'-0" HIGH SOLID SHOP FENCE. ALIGN POST WITH WEST CORNER OF FURRED COLUMI■k 4 .$0 INSTALL 13-0" HIGH CURTAIN ABOVE SHOP 6048 (SEE STRUCTURAL) INSTALL 16*-0" X 0 HIGH SOLID SHOP FEN SUDIING GATE , GATE TRACK ON HEADER 6EAM Ikio o AT 14'-0" AFF INSTALL HASP STANLEY 911. t>' INSTALL 13-0" HIGH CURTAIN OVER NEW STIQP.,• HERCULITE '10W MEDIUM DUTY, SHRINK RESIST LAMINATED FABRIC. MECHANICALLY FASTEN PO TOGETHER-ADD JUTE WEBBING TO TOP OF PAN PLACE GROMMETS AT 1 OC. TOP AND BOTTIM COLOR ROYAL BLUE EXISTING ELECTRICAL PANEL I>. EXISTING PORTABLE EYE WASH TO REMAIN. INSTALL 4'-0" 0 8 SHOP FENCE DOOR TV/ 4 . LOCKSET YALE LF5407AU 2612 G=2.- INSTALL 3' X 3' X 7' METAL SHELVING Fc INSTALL ONE 14 X 16'-0" HIGH PALLET ijA K, SPACE SHELVING AT 4 INTERVALS. INSTAlg LIMIT SIGNS MAXIMUM SHELF LOAD 5000 LBS, UNIFORMLY DISTRUBUTED.' INSTALL (2) 1/2" DIA. A. BOLTS PER BASE P 0 0 0 190 INNEN 11111 GM, 4 TuS., tZLELNI 0 1lAy 2 2 1996 PERM, mama CORP. PARK 2)50 0020900 I mom; DATE 1A18 AB MO. 727230-71 21-05-1A18 AFASEEZAW FACILITIES DEPARTMENT -- RELOCATE CANTILEVER RACK TO COLUMN D/7 SEE DWG. 21-05-1817 --