Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit B95-0167 - BOEING #21-03 - STORAGE RACKS
BOEING 21-03 EXPIRED B95-0167 City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B95-0167 Type: B-RACK Category: Address: 3417 S 120 PL Location: Parcel #: 102304-9068 Zoning: M1 M2 CM Contractor License No.: BOEINC294ML Status: ISSUED Issued: 06/12/1995 Expires: 12/09/1995 Suite: XP1f D TENANT BOEING #21-03 3417 S 120 PL, SEATTLE WA OWNER BOEING COMPANY Phone: 206 544-2975 P.O. BOX 3707, M/S 1F-09, SEATTLE WA 98124 CONTRACTOR THE BOEING COMPANY Phone: 206 544-2975 9725 EAST MARGINALWY S, PO BOX 3703 M/, SEATTLE WA 981242207 CONTACT TERRY BENNETT Phone: 206 544-2975 PO BOX 3707, M/S 46-87, SEATTLE WA 98.124 *****************************************,********************************* Permit Description: INSTALL TWO. SECTIONS_ OF PALLET RACKS Rack Storage,D-imensions - Linear•,,Fee:t UBC Edjti on : 1991 Valuation: " ' ':.1,000.00 **** **�********'* *****.**'**'**********.********************* ***'********** x Height 14.0.;. .0 .0 .0 .0 .0 Permit Fee: enter Authorized S nature Lam. 1 Date I hereby'. certify that I have read and examined this permit and.'know the same to be: true and correct. All p'rovtsion's of law and ordinances governing this work will.be complied with,.whether specsfiedherein or not. The grantingof.,th'i,s:permit does not presume to give`autho`ri,ty to violate or cancel the provisions of any'other`state or local lawsjregulating construction 1-di.n or' the, performance of :work,: I am authorize,d�to sign for and obtain this byi-g p 'mjt. Signature: Date. 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. • • ' CITY OF TUKWILA ( °� : Department of Co) „, nunity Development — Permit Cent& .. • 1y, - : 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 • 7908 (206) 431 -3670 Building Permit Application Tracking • PLAN CHECK PROJECT NAME NUMBER BoOIAJ67 IP' c9 f — O3 SITE ADDRESS SUITE NO. 13 01621 .__ l7 5 /90 Pi —� 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. PIS Et3T:-.::>::;>::>::» �::;:;:::>»>::»:>::: �::: �<.;;:;:<.:::;:.:: ;;:;:::.;::,..::, .:<;>•:>::::::>::::;>>::::.::;;::,<;<.;<:::>,<..;;::::.::;;.::;.:;.::;:< :<: >:<: » <::;;..::::;: >:.::.< ><� ::«<:::.:::: ' • NSULTANT: .. Date Sent - Date Approved - CXBUILDING - 5._ 41 `c . • initial review ROUTED) FIRE PROTECTION: Sprinklers Detectors r) N/A FIRE • b �, FIRE DEPT: LETTER DATED: ti Z, INSPECTOR: 3-1 / INIT: ,�l O PLANNING 1 ZONING: REFERENCE FILE NOS.: BAR/LAND USE CONDITIONS? r )Yes (j No • INIT: MINIMUM SETBACKS: N. S- E- W- O PUBLIC UTILITY PERMITS REQUIRED? ( ) Yes ( ) No PUBLIC WORKS LETTER DATED: • WORKS INIT: O OTHER INIT: )(Z BUILDING - MN. TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review 1 � R14.-45 Os jg No 1c / t BUILDING iff• r OFFICIAL 15' • IN T: • : REVIEW COMPLETED • AMOUNT CONTACTED (� q OWING: I )iA10 � DATE NOTIFIED (0— ` _ /� r �., BY: c� " I� J (init.) �Y � � 2nd NOTIFICATION BY: �' (init.) th 5 11, 3RD NOTIFICATION BY: • (init.) o1roeros BUILDIk3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 — DESCRIPTION AMOUNT RCPT # DATE (206) 431 -3670 _ ,z,cL , �V7�c /,�' BUILDING PERMIT FEE �D.bQ H -. ,- /� - - - - - - -- PLAN CHECK FEE 5 P - NUMBER K • L1 - (J J ( BUILDING SURCHARGE. If. APPLICATION MUST BE OTHER:.: . . FILLED, OUT COMPLETELY . . TOTAL .d 1 SITE ADDRESS 1 SUITE # VALUE OF CONSTRUCTION - $ / De) L/l te, - r ( --- d4- o - PROJECT NAME/TENANT ASSESSOR ACCOUNT # 10, 30`/ BOEING DEFENSE AND SPACE GROUP TYPE OF (J New Building 0 Addition 0 Tenant Improvement (commercial) Li Demolition (building) WORK` Rack Storage Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: — AIRPLNNES . __ WILL THERE BE A CHAN Gt IN UStY No U Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: V Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF KAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? /No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: E■ S•rinklers Automatic Fire Alarm S stem PROPERTY OWNER BOEING DEFENSE AND SPACE GROUP PHONE ADDRESS_ P.O. BOX 3707 M/S 46 -87 SEATTLE WA. ZIP 98124 - 2201 CONTRACTOR SNIE PHONE ADDRESS - -- ZIP WA. ST. CONTRACTOR'S LICENSE # BOE INC -294ML JEXP. DATE d _ 0/ _ ARCHITECT PHONE l ADDRESS.. .. - - - -- - - - - -.. ___- _.--------------- - - - - -- -- -- - - -- - ZIP I HEREBY CERTIFY THAT" HAVE READ AND: EXAMINED THIS APPLIdATfON "AND .K.NOW •THE . SAME;:TO BE TRUE AND CORRECT, AND 10.4 AU HOFIZ TO APPLY FOR . :11 IS SIGNAT .PERMIT. . . , SIGNATURE $11-. 1-. DATE BUILDING OWNER _— $ : �S OR - -- -- / AUTHORIZED PRINT NAME TERRY BENNETT PHONE 544 -2975 AGENT _ ADDRESS CITY/ZIP PO BOX 3707 - M /S 46 -87 SEATTLE, WA. 9812A:-_2207 CONTACT PERSON TERRY BENNETT PHONE 544 - 2975 APPLICATION SUBMITTAL In orcler to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of �@/pp1ity Development Building Division at 431 -3670. r `iTY TunvvILA DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 5,e16, 1(7s N1AY 2 1995 —a 5-9'5 PET CENTER fb.' ?2 0] w... �r+._. wM. ww.+. Y<. wn• awM r ._`.,. n , ..pir._+... :..+.�...�.�. -.,.. r ww...r...«ww.+..... ... • r 0 C) ' . k•1tk**AAAAAk•k *A * *:4* *kAA d Abe k • •kA *. # A .A•k {c•kAAA•A. {,'kA AA'kA•kk1t;4•kkk GE S4.0Q I'Rf�N:i�411' G 54.00 CITY' O TUKW]'LA7 WA GENERA 54.00 **kk * *•h** * * *k* ** *•A*AA *A •k AAA k.A. •A•'k. •k.�t:kk•A*AkAA• * * k•k TRANSMIT Nctmber : , 94002439 Amount: 54.00 06/12/95 13 :49 • GENERA 354.00 . � Payment Method:. CASH Notation: BOEING COMpAI~!Y «r - � In i t: SAO : TOTAL • Siti.00 _ .._._._ CASH' 516.00 Permit No: 095-0167 Type; 0-RACK RACK STORAGE PERMIT CHANGE .0.00 . Parcel Na: 102304 -9065 06/12/95 3495A000 1601 r Site Address:.. 3417 S 120 PL Total Fees: 5g4./U�U 'This Payment, 54.00 Total ALL Pmts: .'00 lla.]a AA** AAA• kAAA A'**A• k**k**.****** .***A ***A.tkk **A.A****s14****A** ****A•t1'*� ** Code , Description• Amo'.unt Accaurit 000/322.100'. ,. BUILDING _ :NONRES 30.00 060/345.830 PLAN CHECK NGNRE "a.. 1 .50 ....STATE BUILDING SURCHARGE 4.50 , ., r.�+.' t. .,. i+.., ,_ . .n fY 1x4, . � f '� it r .'it i ;i. L I 4 , 1 . t. ..: r.. , .t ,... i_y ., x a+_ ..x2 ... .,._..r.,,: 4_s' .... Tf. x: _. rr.. a,.,.,,,.r,dl r ..w_ rr :::::ii v.., i.._ i...._... ' ar ', ., . . ., • .____________,______ ------.-------,------,----,-------- /. 4 4......:: CITY OF TUKWILA Address: 3417 S 120 PL Permit No: B95-0167 Suite: Tenant: BOEING #21-03 Status: ISSUED Type: B-RACK Applied: 05/25/1995 Parcel #: 102304-9068 ' Issued: 06/12/1995 **4**********************************4(****************414**********A******** Permit Conditions: . 1 . No changes w i l l be made...,t6the„:'.'pl66`sl.iinfess_approved by the Architect. or Enginekr the Tukwi la "Bull dill:T:14)i v is i on . ' 2. Al 1 permits, ins records, anit, approved plans shall be ... ,....., ,.,.) ,.',.. a v a i l a b l e at the , , - 3,teNpr iprii, to 4 ';ithe s t a ttt, c o n - s t r u c t i o n . i on . • These d9 c,pme.# i a tle,:io-to:Y 6 k maintained a v a i l - a b l e - ab I e until ., .tty.it 1 i .'llec fon ' approval i S g r?ne'd ..,;.;,,; 3 . All cons tr:U a i on t'ef, be Cione, 4in'''' conformance wi th;;..opprovil , ?r,.. 4 '‘:, • --t plans a nt;r; e qui , remepts of the ; 'llt,i i if o r m Bu i l'iti,ng Lode tj 9...4, Ed i t ionl,',a's a . „,.I'li ' :. „... ,:,,,,,, - :, -, .;:. ,.... ,,ii i'..: .t: , %,-,---,, 4. Val i di Permit. 0 ''' The 2 ',s,i.ilnce or ,a permit or approval '9:':FI: p 1 a n s e..0 if i catyOns ,_it.n.cf.Lbomputat.i'Ons shall no t',-,, be god- s true4,' ''be a permit for, or\f;a l of, any violation of anyi ofe he p r o v i s i o n s of the' b Ui 1 cti ng code or of'-,,a ny,i.:, . otheifOorainiiice? of the - juri sdiction. :-' No permit presuming to ‘ 1V , i • V 'A gi v e 4au t horl ..t, ty to v )olate of th codie`isha 1 1 be 'va 1 tei ''' 'I.. 1 .1 '',, c .::: , ,x, - 5'''' 1 ...?, .'; : i • i ! .. ` ' I ;•,--- -, - ■ 1 : .1 41 -,-,!1. ,,. ,,', ,:'-' . ....., , ',,, \ 1 ' ;.', ', '' ; : ' $ ::. ' , ': ,.. ;7, -•,4 i t !'.;' g, ' I • d ' t !`''• S i ' 1, ''' i --' .. ' - - '''''.;? i ...„ ; a. !,,:.:' ?, \ - ,',:?.;,,„, , , f., , :,,.'; .,%,•.,-;:)' ,.' 1 / ;.','',::" \. \ ., X .‘, - „ ,ii,'" , f ''' 1 i t l, P %"„ ' ''':,, f.. ' '''' , .,.... ''' ' ' ',„ \ r ' ......: . ,-,„ ','•.' +.,,'" ' %T7., , f fi', ; 1 i ,-/ ,('' 4 .„&t, - .:; ,, z , Lill -. .. "; ) Q, ' I ," \ \ , 6 . A4,,, a ,.. . ej4 . '1- 4 &:.k, „ •;, • i I ; %.' 0 qi, ''' 1,c . ) t.„ 'i . '''",.., 0 1 Pe 0 . '4 p..;;,.. • i:f.pi-1:1,, ,.. ,,,- , c - ,i01,, „.,,. ,., . \yi .' . .i>,, i;•:. Z•;,-< - ,:i, , '';';`i'', /,'-.;4 , ' ''' '-;'' ,..,, .cr •. 0 * ' r '' .:!:if ' ' " '' " ' ''" :4 ' k • ''' '' ' ''''.',-;;:' •>'... '' '' ' , - ..'4-, • ''•'.'' .1, -, , •'..• ••• 4 '.11'''''''il ,.:,' . e" .•:"• • . ' *1 ':Y ' q ' •'''' ' •I■' ':: 1. .• • :. j. ' 4P. • ' '',:‘ •.‘..1 ‘='" .. ) '. ■ , 1..1 I ,. '' ll ,•i lr.-'''; ; X ' ..,"/ .. ' X ,, . '''. i . ;.. • ! i t: ' i'. ' ; ''' '.;; • '' , ... •'''I '' ,,,d ' ?' " . 0e1• "•' ''''' ' ' ''',••■.:,41 ('-.•,,,.•••':.:;•:""•••„ .... ''''''' ' ,Vi ' t:: 47. i '1 , • ;;••• • ••••• • .•.,,,,,, •••• ''' '''^:' " ' t. ' Z''' . t■': ' '''.■f ."' \ * .7 ''' ''"B . U.• , ',; . ;■ m"' '''''''' ''' ''''..*:.';`'...'1:::',;:',;:r,;.7_1;;,"."‘. ' . • • . , . . . , , . . • • „ . . , „ . . . . . . ' . . . , . . . . . . . . . , . . , • . . . . . . . • , . . . . • . . , • . . . . . . • . . . . . . , . • ■ • . , . • , , „ . . . • . • • . . . . . . „ • . . . . . .. . . . . . . , . • . • . . . • . . . . . , . . • : „ , . . . . . . „ . .. „ . . . . . . . . • �.....�... ... a... J4 e`).:..�..w- s.:... i'.t..u- ay. + n.r..w...na.u... a.c_...._.. _ ..... _. _ . . ._._...� CITY OF TU KW LA RACK STORAGE DIMENSIONS • LINEAR FEET FIEIGHT _ TOTAL 'Z X (4 " x • = x GRAND .TOTAL RECEIVED CITY OF TUKWIL MAY 25'1995 • • PERMIT CENTER • • • . • 1 . BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -03 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR PALLET RACK JOB #D5720147 MAY 17, 1995 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER AITLE, WASHINGTON APPROVAL W‘\\11\Lh c P O�E D %,,3s5 G .V G. MCKINNEY `, gv1� INS oNISION E CARRT RECEIVED CITY OF TUKWILA MAY 251995 PERMIT CENTER SCOPE OF WORK ANALYSIS STRUCTURAL ADEQUACY OF LODI METAL TECH PALLET RACK DESIGN REFERENCES MATERIAL ASTM A570 BEAM UPRIGHT C_. BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -05 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR PALLET RACK JOB'" #147046 DECEMBER 6, 1994 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON 11 a Afx; APPROVAL ; 4 y 4 . • JSmit G ! - G. . MCKI ► Y __.._._� HRE3 /11 r (21119 . �� J . C ' .I GAN ' t\ i ScOP6 : 77- /s jv/1 LYs/s /Nvs 77-/ CiG71//e L / P5 65? 6//9 Y ©/=- �,4)/ (g7,4 L - recH, P141--1-- E 7- 1�� c/. 77 / Tt/ S7f9 niv AN ON/ 1.Y 0) 57 / ,a(1 ' D c.F .5 7o© _ R ,/c 1s l L. x /67 WITH sPAc/ v e ; g ( AND G2 DEs /cl/V � S U I iOrM) 13G90, Ca 199) ( S 1 � 1 13761 n/G. F L l7'( (JOG. P1EO -- !4302 -3 MST -R /A As As7o F Q-2 Ks ENGL .6. gum 17/9 to REVISED DATE � r: • CHECK, G 1/4c- I 'I ` • AIR r5LOc 4 t- . /41"13 APR BQ�,AVG • n$ Rfln7 onvh na1R i / a J10.0 47 L►o•o t r DdGV v/ I Xii1 V J OS 9 _ (i) ' my =. ya ° :b -v siva Av/Va C/Na e. 6 :g0 UV / ' f' "17 = LZ'l 2 '0 g 47•17 aek/ U1. EL /0 'UIEJO OLOC LO09 ICI 41 6' -- „9..9/916052 • 1 -1 J N//ii 510 'o = , i 8 � 1 A - 7lJ� oaso =--- ..T79/ co0.9 WW-ag7, 3L_ ' c5 / /d '7 IC 4,\/-6/g' ./I// l0✓ c C1NJ=701 � "�� 11O3HO y I � - 4 7 1 3 /V0 ' 03SIA 417 /Z 1 '119N3 L►o•o t r DdGV v/ I Xii1 V J OS 9 _ (i) ' my =. ya ° :b -v siva Av/Va C/Na e. 6 :g0 UV / ' f' "17 = LZ'l 2 '0 g 47•17 aek/ U1. EL /0 'UIEJO OLOC LO09 ICI 41 6' -- „9..9/916052 • 1 -1 J N//ii 510 'o = , i 8 � 1 A - 7lJ� oaso =--- ..T79/ co0.9 WW-ag7, 3L_ ' c5 / /d '7 IC 4,\/-6/g' ./I// l0✓ c [ ,EM FozecE pis r LON( /7 'M 1- ofrc:770,v, f 6 656 SWe i him ; V = /y c 1/1/ I l o -M vv W 7 3 ( V = 2 00 ic 772 Ln) ti✓x (k) \ ix lnx w x kK // W 3 14-4- 2, 5"7S 3708 0 5D 0.4 2 2.575 2 47 , 2- Q 33 ©.26 l 4 2.575 1% ;•G 0, 0,14 741, / p,8o . 40 7 L • L. Cry 7 /g/gi■// s she,. 5 611'E s s TH C, G , oP /-4 4c4) Wws -T Av6—A✓ 7v 7 Ca. 7 5 C-F" hL ;7f i (.) ENGR. J. /3 11/9+ REVISED DATE 4 / /t� 'C�"�^' . CHECK ✓1'- 1/4 f 1 . APR APR BRIE 1v DI 5007 2070 ORIG. 6/73 ,110.047 .■■ • 10 ■ 1 7 ... . - ... - - .(;) S V 7 63 ,, V tn ‘1 11 11 II 11 ‘I 11 11 II ‘11 i tA --• -r?. — w v (.■ s:P N .s.- kl V% rvk ‘11 .... 11 ‘i It II H H y >d (;) <3 - 03 Qa CA ro 1 . ci 11 ‘I I ' II 11 11 1111 11 V vv --c . ....._ . _ ( 3 ENGR. 140,41s 12,/ REVISED DATE 1 44 7 04 ... . 4- • APR APR • " AWA7E'l'illag 0180072070 ORIG. 6/73 .115.047 PE /Nv oV ,e7z1 /\/ING //V L -7 /e4L-' PI /ON -3 0 c R14 G w 3 657900 u ') 3( ISa r4') _ /5,4S-c, 16 TOTAL V= J375 ToT,'l L LvEL hx(t) 1n/, ( M/xtix vvxhw /e-h/Xhx ow Lk - ,^ '� 3 (44 6,15' 0, 5' /.00 /52.4 9G 5 ►15 4 0. 0,7 G7.2. 4'3 5.15 eat p , l7 ©, l9 2 O -- 15 1 I,0 0 Z.I6" 239 N1 ovr. = 239 /4 " fiv /. /5) 074, .9 6 e6 s, = 3 (S -t- /Sa /8,5 0 &S g F, -.- 2 s',g 1,03 < /, S~ .. MG, r el = / , 5 '(274.•9 Kr`) — 2$5► 8 --= 1, 5e/ca ( 4N 4 I f ( 2 UAei&Hrs) v = .0.1(v%. = ' o 5 k UP JCaIiT 'TRY fZ) 16 ►' 1< Vt,He- 8D -T' w etvilly, Fe = /oc 64' e eF I cgo k' ER:t,"7 - 46 - C ®0 P-& Fv j;5? .1- I.0b 0 ,s4< 1.00:. oK. �j e.0.0) q. 1.81 (j) ENGR. J 1 4 J � -/9 t REVISED DATE 147c - � CHECK - V a � APR APR ®rDE/NO DI 5007 2070 ORIG. 6/73 J10.047 1S5 (2) /1//n ,t W // , O/7 .z /4I , - - I i Ea 5 1 uemeap 1 . 11 0 \ N / 1 MN' . 0 MR Z, eit 3cck--2 1 e = s - ,i catue, stAi3 ©N Ge1Dc #4 @ 24 0,c. E.W, PF PVV ( 02 /- 60S -/ooc ' S17 U 'e'RM //1/5 /D,ec "• /N COG1/v/N c.4// P •6Y rAerMS Y S God s, ', wt. r K ( 7.7z' Np75 ; '7" t• 9t- .L: (2DS ,4 Fc'// - ,r,4'L' th,41 ©/i g4c14 , o .. 04» x PoRGE o/1/ eoLVMNs ■'re / /2 o' k - IN MoV1 239 y t •..) 9 14 tea 0 4.1. x 2 4 -5,98 5.15 f 1, - 7f k. /3.77 PA/4 13,7 �. C,�� PMiiv.. r )..,9K 0 - � _ _ -_ ___._._ _ _.... 4 ENGR. J. S REVISED DATE I -1 704g. 6 CHECK , 44,... y,as . { • APR .. APR . 8ME0Wiff DI 6007 2070 ORIG. 6/73 J18.047 ( ... PALLET RACK DESIGN JOB i 147046 DATE 1/5/95 VERSION 1.1 BY JON BURKS BEAM INPUT Md +l cen- 43.40 (k -in) Md +l end- 10.80 (k-in) Mseis - 17.50 (k-in) L - 168.00 (in) Fy - 42.00 (ksi) LOAD - 5000.00 (lb- shelf) w - 14.88 (lb -in) S req'd - 1.73 (In "3) TRY LBC55A Sx - 2.76 (in "3) Ix - 7.79 (in "4) Mn - 115.80 (k -In) Ma - 69.34 (k-in) Ma > Mdl +ll OK CHECK BEAM FOR SEISMIC MOMENT Ma(4/3) 92.45 (k- in) ...... — — Ma > Mdl +ll +se OK CHECK DEFLECTION DEFmax - 0.93 (in) DEFact - 0.68 (in) DEFL OK USE L8C55A COLUMN INPUT (DL + LL + Slang) N - 9.60 (k -in) p - 5.07 (k) (DL + LL + Stran) M • 0.00 (k-in) P • 6.85 (k) TRY 1M30 COLUMN UPRIGHT L • 48.00 (in) A - 0.86 (1n "2) Kiang • 1.50 Ktran • 1.00 Rx • 1.25 (in) Ry 1.15 (in) ....._.. Sx • 0.92 (in Sy • 0.75 (in43) ff { 1 j : DETERMINE COLUMN AXIAL LOAD (Pa) LONGITUDINAL DIRECTION Fe - 86.13 (ksi) Fn - 36.88 (ksi) Pn - 31.68 (k) SF • 1.77 Pa - 17.86 (k) CHECK BENDING IN COLUMN Mn - 38.43 (k-in) Ma - 23.01 (k -in) d CHECK COMBINED STRESS } P /Pa + M/Ma <• 1.33 P /Pa + M/Ma - 0.70 OK DETERMINE COLUMN AXIAL LOAD (Pa) TRANSVERSE DIRECTION ;- Fe • 164.30 (ksi) Fn - 39.32 (ksi) SF - 1.74 Pa - 19.43 (k) CHECK BENDING IN COLUMN . Mn • 31.58 (k -in) 9. Ma • 18.91 (k -in) CHECK COMBINED STRESS P /Pa + M /Ma <. 1.33 P /Pa + M/Ma - 0.35 OK USE LM30 COLUMN UPRIGHT DETERMINE THICKNESS OF BASEPLATE COLW - 3.00 (in) COLD - 3.00 (in) BPW - 7.75 (in) BPD - 5.00 (in) EXT ■ 2.38 (in) EXT- (BPW-COLD) /2 PRESSURE UNDER BASE PLATE DUE TO AXIAL LOAD & MOMENT PAXIAL . 130.84 (psi) PAXIAL ■P /(BPW*BPD) PMOM - 63.93 (psi + -) PMOM•M *2 /(BPW "2 *BPD) BASE PLATE UPLIFT PUP - 66.91 (psi) '(IF NEGATIVE THERE IS UPLIFT) PUP • PAXIAL -PMOM 10 MAXIMUM PRESSURE UNDER BASE PLATE PMAX - 194.77 (psi) PMAX - PMOM+PAXIAL ARM • 5.38 (in) ARM= BPW -EXT LO - 11.81 (in) LO - PMAX *BPW /(PMAX•PUP) PRESSURE AT FACE OF COLUMN PFACE a 155.59 (psi) PFACE- (PMAX-PUP) /BPW *ARM +PUP PUP >0 PFACE -(PMAX (LO- EXT) /L0 PUP <0 BASE PLATE BENDING MOMENT AT COLUMN FACE MPL a 2562.40 (lb -in) MPL - PFACE *EXT'2* BPD /2 + (PMAX-PFACE) *EXT*2 *BPD *2 /6 BASE PLATE THICKNESS THCK a 0.34 (in) THCK -(((6 *MPL) /.75 *36000 *BPD)) *.5 LA5 STL�N -D 4 X r it 6 s E P • • REFERENCES UNIFORM BUILDING CODE STANDARD 1991 Mn S *Fy SEC 27.915 EQ(15-2) Ma - Mn /S SEC 27.915 EQ(15 -1) DEFmax - 1 /180 SEC 27.1104 DEFact - 5w1 "4/384EI Fe - p1 "2E /(Kl /r) "2 SEC 27.916 EQ(16-6) Fn - Fy(1- Fy /4Fe) SEC 27.916 EQ(16-3) Pn - AE *Fn SEC 27.916 EQ(16-2) SF - 5/3 + 3 /8(Fy /2FE) ".5 - 1 /8(Fy /2Fe) ".5 Pa - Pn /SF SEC 27.916 EQ(16 -1) /2. c-1-160K GAp,ck ,Ty o/ W LT2s C ' e EA/z),. - 1`Y1 7 'D / WEL.0 ,S,s 1,f0 ic- = 21x + Ly t o � © s s " a Y L 1.875 5.5 10.3 1 .5G, , SS 2 s".S 2.75 (5, 13 4- 1c 13.8G 2. / .73 5 ; 875 4 '3s5+ : :14- „ o �O 1 , � ^ 4,75 7, / 33 9 (21 2& ( G. 44 . o7 /G2, 21.78 LY = - . G7 • :r _. 21.7 5 yl- /6,.5'`2.67) rJ - Z4/4r1.0 _ .707 f C. c) 7o7( 125/) Cc<<35.rv v1/ V. 84. IN ENGR. ,,�'' /21.1. REVISED DATE 4•7o /3 11 CHECK I��G1 V4 RELoc/�T E / - 71221_ PA APR APR AitzEnow 01 5007 2070 ORIG. 6/73 J15.047 • pL. 1 � s , -67 b = _ 10, Cr, 8 -�- l7 5 S 267 _ .. _ ` V - P : ( 14.97 .4..r) «8 /Zg91e ? = /289 ib o, ,E3 se 707(.I ( 2, 75 ¢ f , g 7S- A .1, P • F v = 11. 4 ( 4 Z ) - I w, 5 l�s,. • (1 e2, 3 Isw /4. < 22, 3 Is c' GW c 4 SGT Foie Si 54 -A /s 8" rsc' Two WAY seekiz Ac-Z • VV /#4 4-Q. 24" O, C , Vc =. 4 -"Y - bo c! G'. W. 2 EF. PIA/6 , = 2 74.si-ea mil - oos - / ©no 5./7 jjp I " OVc = 05 ( G, e7.` Vu's 1 - 5(1,f0 +1,1L 4. I, - /G(1,I)) 31. ;4 / 9. /, K , 7s /, 4 , j 7)) Yv C 4- P/N GoN/ EcT /o/1/ P4,6 f T 4 - c M. t o. 6 1<- ,Ai + 67. S ic_ `"' = 2.8.31L-"v 41-low M "v ss:lr - l^' > 263,3 K -/A! ©K • ENGR. Jl Br feks (Z / g REVISED DATE /4 7o/ /_" 1 I - f rJ ` 4 CHECK /RC Re Lock - 7770L FA F3 APR APR ®OEOAW DI 5007 2070 ORIG. 8/73 x10.047 } C F--T ©• SL-11- t F wr = /579 rb/p, 3 C 8 'rz'> . /Go 16 /P7"• j,5?, (,EFI PC7 S) rcly 0g0 _ /50 = _ 1 4, Frs62 MO/Y/ NT = ,nn ` !ter 2 FrCZ -�� �.� Z hv M DL = � " d Ib- /N /,4- - g3 /b- IN 444 2g "p r04 .z m/.7. As = O, / /A/ (¢ 35-1 = 0,43 ►8S - P I C 6 age) ems (,43 fl, `N • 3 /Z a= 4// My 15 As ( al - %) ©,9C is/A,Z'( #- P¢/2 l J (1v g ? - /'v / Mr, > OM") .iv 7 . A te' ENGR. J . �y1/t , (f9 lg. REVISED DATE / �,� 1470 s CHECK APR 'tD �OC`4 - ' Vol- Pik APR DI 5007 2070 ORIG. 8/73 J15.047 PRE?LRED BY DRAWL* NO. .: BEAM SECTION P.S. D,ng &V , �.::- fit.... PROPERTIES R -1 E R T I E S DATA L-. 14 SEP.'93 REVISION NO. DATE BY MODEL t H 0 I S C Iy Sy ry AREA In in In In 4n in In in In In L9020 .075 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 L8030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 L9035 .075 3.5 .75 1.1854 .6313 1.223 .9475 .6712 1.093 .7922 LBC30 .075 3 .75 1.3689 .8817 .184 .9403 .6099 .9820 .975 LBC35 .075 3.5 .75 1,951 1.0473 1.363 .9705 .6159 .9614 1.050 LBC40 .075 4 1.5 2.6631 1.2769 1.538 1.105 .7096 .9921 1.125 - r L9C45 .075 4.5 1.5 3.5073 1.5033 1.709 1.2449 .8025 1.018 1.200 LBC50 .075 5 1.5 4.6437 1.7655 1.908 1.3902 .9029 1.044 1.275 LBC55 .075 5.5 1.5 5.7951 2.0453 2.071 1.5:'69 .9975 1.238 1.350 LBC55A .105 5.5 1.5 7.7919 2.7571 2.038 2.0719 1.3498 1.051 1.876 LBC60A .105 6 1.5 9.587 3.1421 2.192 2.1979 1.4517 1.049 1.995 LBF356 .060 3.5 1.5 1.2039 .6277 1.274 .7576 .5097 1.011 .7414 L8F354 .075 3.5 1.5 1.4739 .7699 1.267 .9284 .6242 1.006 .9181 LBF404 .075 4 1.5 2.0512 .9481 1.437 1.0635 .7190 1.035 .9931 LBF454 .075 4.5 1.5 2.7526 1.141 1.605 1.1984 .8143 1.059 1.0681 LBF453 .090 4.5 1.5 3.2119 1.333 1.598 1.3985 .9497 1.054 1.2578 -2 3/4 -4-7/8 :-0- 1 7/8 -0-: - - - - -- _.__ t ¢ Y D 1 x x H Y PREPARED BY DRAWING NO. COLUMN SECTION P.s.ringey PROPERTIES DATE R -2 16 JAN.'92 REVISION NO. DATE BY A 15APR'93 PST MODEL fi H B X I S t" I S r AREA In In in In In in In In Ina in In 2 LM 15 .075 3 1.625 .689 .582 .388 1.156 .205 .219 .686 .411 LM20 .075 3 3 1.435 1.023 .682 1.263 .872 .557 1.165 .618 LM30 .105 3 3 1.45 1.373 .915 1.249 1.164 .752 1.15 .859 LM20/15 ' 7 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20 /20 • ° 27 5 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 LM30/15 7 3 4.625 2.789 2.126 1.417 1.23 3.052 1 ,094 1.473 1.384 LM30 /20 ' 75 3 6 2.951 2.568 1.712 1.262 5.45 1.788 1.838 1.590 '..M30/30 ' 3 6 2.707 2.98 1.986 1.256 6.387 1.94 1.839 1.875 • PRIMARY COLUMN BACI -UP COLUMN B PUNCHED UNPUNCHED -+w .87 �►-- .S3 to- I Y i23 .7b H .67 t X Y Y '.I LM LM / i . col•■••■•••■••••.."••••••• ■••••••■•• PREPARED BY DRAWING NO. I LI" BEAM BRACKET P.S.7sirrjey MOMENT CAPACITY 16 JAN.'92 5 REVISION NO. DATE BY A 13APR.'92 PST 6" THREE PIN BRACKET 8" FOUR PIN BRACKET P = f A - 40(.09281) = 3.712K P = fu A = 40(.09281) = 3.712K P = 4.75/6.75(5.712) = 2.612K P2= 2.75/4.75(3.712) = 2.149K P 2.75/6.75(3.712) = 1.512K P3= .75/4.75(3.712) _ .586K P .75/6.75(3.712) _ .412K MOMENT = MOMENT = 6.75(3.712) +4.75(2.612)+ 4.75(3.712) +2.75(2.149) +.75(.566) 2.75(1.512) +.75(.412) - 17.63 +5.909 +2.93 = 25.05+12.41+ 4.16+.309 = 26.46 k —In. NORMAL STRESS = 41.92 k--In. NORMAL STRESS 26.46(1.33) = 55.20.k—In. 41.92(1.33) = 55.76k -In. SEISMIC STRESS SEISMIC STRESS [ P0 2 E 1] --- -_ . P ' 8 2 13/32 MA. I, •• P 11/32 DIA - 6. C� 2 11/16 P3 [ 5/6 DIA- -- . «--, 1 A 2 [•4--- [•4--- 3 1/4 NET AREA= II D =.0928.1 in. 4 4 C1010 COLD HD QTY. fw=40K (ABM A354 -79) • • ,l Page3of4 • , 0,_ I:� (..t" . Report No. 46: • P f 1. /1 t, «' ' .' TABLE NO. II -KB-11 CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds) I', • 2000 psi I•, a 3000 psi I', 4000 psi I', a 6000 psi Tension Tension ' 'tomb(' Tension ANCHOR DEPTH DUl EMBED. With' Without' With' Without' With' Without' With' Without' (Inches) (inches) SP. Insp. Sp. h'sp• Sheer Sp. Insp. SP. imp, Shear SP- trap. Sp. insp• Shear Sp. I'sp• SP. i"aP. sheer /4 , I /a , 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 1 /4 3 625 315 400 625 315 400 625 315 400 625 315 400 3 /a 1% 500 250 925 615 310 975 710 355 1.025 800 400 1,025 -3 /a 2 1,125 565 1.100 1.210 605 1,100 1.290 645 1.100 1.450 725 1,100 /� • 4 1,250 625 1,100 1.300 650 1.100 1.350 675 1,100 1,450 725 1.100 t h 2 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 t h 6 1,950 975 1,840 2.165 1,080 1.840 2.375 1,190 1.840 2,625 1.315 1,840 3/4 2 1.500 750 2.875 1.750 875 2,875 2.000 1,000 2,875 2.500 1.250 2.875 5 /a 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 5 /e 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 •/4 3 1.850 925 3,875 2.175 1,090 3.875 2.500 1,250 3.875 3.000 1500 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 3.750 1,875 4.225 4.625 2.315 4.225 5.500 2.750 4,225 5.925 2.965 4,225 1 4 3.125 1.565 6,625 3300 1,990 7.125 23-75-- 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 8425 8.250 4,125 8,625 I • 9 6.250 3.125 8.625 7,190 .595 8.625 1 4.065 8.625 10,000 5400 8.625 '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 T Thcse 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 arc only applicable when the anchors art 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 1 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-11 ALLOWABLE TENSION AND SHEAR VALUES (In Pounds) 1'0.2000 psi x.. 3000 psi I', .4000 psi r. is 6000 psi Tension Tension Tension Tension ANCHOR NA. EMBEED. With' Without' With' Without" Whit' Without' With' Without" (Inches) (Inches) SP.. Insp. Sp, Insp. Shear SP. Insp. Sp. MIN Shear SP- Insp. Sp. &nap. Shear Sp. hail. Sp. Inap, Shear 1 14 1 /a 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 1 /4 3 520 260 550 520 260 550 520 260 550 520. 260 550 3 /1 1S /s • 400 200 825 460 230 950 515 • 260 1.075 625 315 1.150 • /s 2 875 440 1.250 1.025 515 1.250 1.175 590 1,250 1,350 675 1.250 3 /1 4 1,000 500 1,250 1.250 625 1,250 1.350 675 1350 - 1.350 675 1.250 ih 2 800 400 1300 1.000 500 1.740 1,200 600 1,775 1.250 625 2,085 i h 3 1,250 62.5 2,085 1.625 815 2.085 • 2,000 1,000 2,085 2,250 1.125 2.085 _ 92 6 1.375 • 690 2,085 1.765 880 2,085 2.150 1.075 2.085 2.550 1.275 2,085 3 /a 2 1,175 • 590 2,625 1.500 750 2.875 1.700 850 3.125 1.800 900 3.125 5 /s 4 1,750 875 3.125 2.250 1,125 3,125 2,750 '1.375 3.125 3,000 1.500 3,125 s/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 4,500 3 /4 4 2350 1,175 4,225 3,050 1,525 4,365 3,625 1.815 4,500 4375 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 1 /2 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 3375 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 1 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. ✓ 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 arc only applicable when the anchors arc installed without special inspection as set fonh 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. TERRY BENNETT CERTIFIED MAIL -- 4.. .... , 1 ‘, I ILE Cis ' 'Y -----.0..... ............. .,,,, i [ t,jr�t City of �'r�kv�rtla John W Rants, Mayor 1 , , , N ••. Kte.: Department of Community Development Steve Lancaster, Director ',,� , '. ................ 908 f.: it E. PflRzi . , • January 27, 1997 • Terry Bennett The Boeing Company P.O. Box 3707, M/S 46 -87 Seattle WA. 98124 Dear Permit Holder : On November 15, 1995 you were notified your permit number B95-0167 would expire on December 09, 1995 . Since November 15, 1995 our records indicate that no inspection or extension requests were made. Due to the expiration of your permit, as of January 27, 1997 this permit is now closed without the benefit of a final inspection. Any further work on the project will require a new permit application submittal and additional fees. Any new submittal will require compliance with the current edition of the Uniform Building Code. If your project has been completed please contact the permit center for proper closure procedures. A final inspection and approval will be required. If you have any questions or need further assistance please contact Kelcie Peterson at the City of Tukwila Permit Center at (206) 431 -3672 Sincerely, /0e(Aay, 4 &5 Kelcie Peterson Permit Coordinator Sent Certified mail #P 112 198 099 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 • , , .. ( , ......\.).... -�" � FiLc COPY %.z.,, .4 Orr ' 0 City of Tukwila la Iohn W. Rants, Mayor r t Department of Community Development Steve Lancaster Director ...........• '' 1908 Nov 15, 1995 TERRY BENNETT PO BOX 3707 M/S 46 -87 SEATTLE WA 98124 RE: BOEING #21 -03 Dear Permit Holder: Our records indicate that on Dec 09, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B95 -0167. 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 Dec 09, 1995. 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, 7-6'16'46P 1/47--5e/tiro Kelcie J. Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 • • • 1 j DETACH TO DISPLAY CERTIFICATES . ��C✓f Nn!J�rv( ✓Nl.�NJ!i viiii <ij { fJN+! nqC✓ iLrf_ iyi{ NN{ iitNri/..[ IG!✓✓ Ni✓ iiNiiJfiiLrCi {iI✓iiN ✓ /_�rrf!✓•r'<%'Nii {iiv -W DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES ;THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A , .yy�.•+ •�+• ':a hr,r•• a ` :•:74�..'r r Y � y, o yc i .y Y *44- .,i4: Ar �� ; r 1 7tl : � 1 'i � .il ` > L tfG e ' ' . b ;l j y5 ;� .� , � •• - t �• ph • •v:., a ( t• t,'. ` . ;, t � ,? ' = ; ' • • . , r O. � :: , <;.'; STATE OF WASHINGTON k •. f y )' 5 it ( +•. ` . t 'ti //� • :1a VY' fY•:' t"• • - ■a ` ^ ''�'a::Y• "/ A 1'";,1�9: y' ^l ": ;CIS tt . .F, � +e ^ z 1i.•• x � Y�/.'? i %. i�' i Q io `•i itgr :.+' $ . :;t; W I.A + < •+1+>;�L• , }� t,;4 �•'t ` ta ;.', yr, RECEIVED �Q �.NCr`:£Q . • L'�. : 1i4�4 �� . �J2 f t n b ! - �i. :: CITY T • tP1 :0 : a . � , x 5.1995 HR'IL=:ST P:`tF "O i MAY k SEAtT --WA: 9U26-2207 i :• CENTER PERMIT F625. 052.000(3.82) `'�i7`viNifrliflivlriir iiiiiiiiiiJiii�Iil lYJNi•%vtiriiijiivj•Ji✓r /rif+ /i+ Zvi✓ iviiNVN !'%Yii!'iil��.•J /ivi:INiiiiri L DETACH TO DISPLAY CERTIFICATE_!