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Permit B95-0011 - BOEING #21-05 - STORAGE RACKS
City ofTukwitii. (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: 1195-0011 Type: B-RACK Category: Address: 3417 S 120 PL Location: Parcel #: 102304-9069 Zoning: M1 M2 CM ontractor License No.: BOEINC294ML Status: ISSUED Issued: 01/25/1995 Expires: 07/24/1995 Suite: ENANT BOEING #21-05 3417 S 120 PL, SEATTLE, WA 98124 WNER SABEY CORPORATION 201 ELLIOTT AVE. WEST, SUITE 400, SEATTLE WA 98119 ONTRACTOR BOEING INC. Phone: 206 544-2975 9725 EAST MARGINAL WY Sy SEATTLE, WA981242207 ONTACT TERRY BENNETT Phone: 206 544-2975 P.Q. BOX 3707, M/S 46-87, SEATTLE, WA 98124 **********•*.***•****•***********•*************•********************************* Permit Description: INSTALL PALLET -RACKS AND CANTILEVER RACKS. Rack Storage Dimensions Linear Feet 40 UBC Edition: Valuation: 1991 2,000.00 1'4 Height Totals 16.0 640 16.0 224 .0 .0 .0 .0 Total Permit Fee: 54.00, ********************************************************************'****** 15o±2a Permit Center Authorized Signature J<Q45-q. 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 building permi 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. .c°�� ti, CITY OF TUKWIL( ( y ` I . ;,; !: D epartment of Community Development — Permit Cent _ 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 fiir i908 = (206) 431 -3670 • Building Permit Application Tracking . PLAN CHECK PROJECT NAME . • NUMBER t2) 0-e -a 1 OS SITE ADDRESS SUITE NO. 6c15-00) 1 - --3 1 -1 11 } ao P 1 - ------ 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. DA DEPARTMENT DATE IN • APPROV D REQUIREMENTS /: COMMENTS /y ::: .......:.. .. ......::. • NSULTANT: Date Sent - Date Approved - PKBUILDING - t .- w_cis 0 initial review (R TAD) /SZFIRE ` 1 '12jl T (�/A I lG/ �jy r FIRE FIRE DEPT LETTER ECTION: DATED: Sprinklers (J 3 INSPECTOR: Detectors e �� N / ?� INIT. I O PLANNING ZONING: CONDITIONS? No INIT: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? Yes No 0 PUBLIC WORKS LETTER DATED: WORKS O OTHER INIT: BUILDING - h TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review W��. G OYes g No ,Ci, A BUILDING / -25- 95' OFFICIAL 2� 45 INIT: . REVIEW COMPLETED AMOUNT CONTACTED � OWING: DATE NOTIFIED I '- BY: 1✓ (init.) _ 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: i 9 .00 (init.) 01108/93 BUILDUIG PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT # DATE (206) 431 -3670 /`/7, 96 DO BUILDING PERMIT FEE , O� PLAN CHECK IP dp PLAN CHECK FEE ( t NUMBER ry — 00 BUILDING SURCHARGE , APPLICATION MUST BE OTHER: FILLED OUT COMPLETELY TOTAL - 5L4 .0 CD SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $� p v PROJECT NAME/TENANT ASSESSOR ACCOUNT # 6»•6 BOEING DEFENSE AND SPACE GROUP / 0 3 6 9 90 TYPE OF O . ew Building ❑ Addition Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage O Reroof O Remodel (residential) U Other: DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) NATURE OF USINESS: WILL THERE BE A CHANGti U5E O Yes if Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 92 , Tenant Space: Area of Construction: $lo.o W L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? , lo 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: Sprinklers JO Automatic Fire Alarm System PROPERTY OWNER BOEINu DEFENSE AND SPACE bROUP PHONE A P.O. 130X 3707 M/S 46 -87 SEATTLE, WA. ZIP 98124 -220i CONTRACTOR SAME PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # BOE INC -294ML EXP. DATE 96- ARCHITECT PHONE ADDRESS ZIP HEREBY CERTIFY THAT. I; HAVE READ. AND EXAMINED,: THIS APPLICATION. AND KNOW THE SAME TO BE TRUE AND CORRECT% AND I AM :AUTHORIZ ' ` TO ` APPLY FOR THIS ::PERMIT. BUILDING OWNER SIGNATURE / DATE //) 9 OR AUTHORIZED PRINT NAME TERRY BENNETT PHONE — 544 -2975 AGENT ADDRESS CITY/ZIP PO BOX 3707 M/S 46 -87 SEATTLE, WA. 98124- 2.2.47 CONTACT PERSON PHONE TERRY BENNETT 4- • APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES ( 13136 H C O 10/22,93 Sth3MITT'AL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS COMMERCIAL TENANT IMPROVEMENTS Completed building permit application (one for each structure) n Completed building permit application (one for each structure or tenant) i - 1 Assessor Account Number n Assessor Account Number Two sets (2) of the following: Two (2) sets of construction plans, which include: Specifications ri Site plan r Structural calculations stamped by a Washington State licensed • • Location of tenant space engineer •Existing and proposed parking • Landscape plan (if applicable, i.e., change of use) Soils report stamped by a Washington State licensed engineer Overall building plan Topographical survey •'Tenant location • Use of adjacent (common wall) tenant F - 1 1 Energy calculations stamped by a Washington State licensed . • Overall dimensions of building or square footage engineer or architect ri Floor plan of proposed tenant space Li Legal description . • Tenant space plan with use of each room labelled. r -1 Working drawings, stamped by a Washington State licensed • Exit doors, egress patterns. architect, which include: r J I • New walls, existing wall, and walls to be demolished. • Site plan L Construction details . • Architectural drawings • Cross sections showing wall construction and method of • Structural drawings attachment for floor and ceiling. • Mechanical drawings • Elevations n Structural calculations stamped by a Washington State licensed • Civil drawings engineer may be required if structural work is to be done (2 sets) • Landscape plan NOTE: lfany utility work Is to be done, submit separate utility permit Completed utility permit application (one for entire project) application and plans. Six (6) sets of civil drawings REROOF NOTE: See utility permit application and checklist for specific utility submittal requirements. Completed building permit application (one for each structure) n Assessor Account Number RACK STORAGE Narrative describing existing roof, material being removed, and material being installed. Li Completed building permit application NOTE: A certification letter Is required prior to final Inspection and sign - 1 Assessor Account Number off of the permit. Two (2) sets of plans, which include: . ANTENNA/SATELLITE DISHES 1 Building floor plan showing: • Entire space where racks will be located n Completed building permit application • Exit doors n Assessor Account Number • Dimensions of all aisles 1 Tenant space floor plan showing rack storage layout, aisles and iwo (2) sets of plans; which include: exits, Site Plan (showing building and location of antenna/satellite dish) NOTE: Include dimensions of racks (height, width and length), aisles and n Details antenna/satellite dish and method of attachment exit ways on plan. r 1 Structural calculations stamped by a Washington State licensed Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). engineer may be required RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS RESIDENTIAL REMODELS Completed building permit application (one for each structure) Completed building permit application (one for each structure) Legal description 1 1 Assessor Account Number Assessor Account Number 1 I Two (2) sets of working drawings, which include: • Site plan Two sots (2) of working drawings, which include: • Foundation plan • Site plan (On plan, show closest hydrant location. • Floor plan • Foundation plan include access to building, showing • Roof plan • Floor plan width and length of access.) • . • Building elevations (all views) •.Building cross - section • Roof plan • Building elevations (all views) •Structural framing plans • Building cross- section NOTE: If any utility work Is to be done provide utility permit application • Structural framing plans Washington State Energy Code data REROOFS 1 Completed utility permit application n Completed building permit application (one for each structure) 1 Six (6) sots of site plans showing utilities n Assessor Account Number NOTE: Building site plan and utility site plan may be combined See E Narrative describing existing roof, material being removed, and utility permit application and checklist for specific submittal requirements: material being installed Additional topographical and solls Information may be required if unique NOTE: A certification letter is required prior to final inspection and sign -off site condtions. of the permit .. . . < < .. �;�'�.":�'`.�- ^����wv -� et >n'...��w,'..�w�w.. --fir°• .. �'.�'F.� . ... ... ., 0 > •tAl:4A*k:*A*;t•*k•kl A A4 ******•k* **Jr**• *h•k** 1*•k *.t*h*:4.A4* * *Ak **•kk:l k GENERA 30+00 Gl:TY Or TUI(W]:LA, WA TRANSMIT GENERA 19.50 * kAA. k* 4**• kkk***** Ak k* * *A *•k:k•k ** *** **Ak *** * *•k * **k* *'A•k * **•h•AhA **A ** GENERA 4+50 TRAN">MI1 Number: 94001750 Amount: 54.00 01/25/95 09 :00 TpTAL S4. Q0 Permit No: B95 -0011 Type: 0 -RACI( RACI( STORAGE PERMIT CASH 60.00 Parcel No: 102:304 -9069 WGE 6.00 Site Address: 3417 S 120 P1, p ls5495 GHA 9ti73A000 13y56 Payment Mel ;Mucl: CASH Notation: BOEING ]:nit: ,aLL3 *• k ** **•k•k** **•A**+k *** *** **••0•hkA• **••k* *A**A **,t** ****k *** *•k*e **Akkk Account Code Description P a i d 000/322.100 BUILDING '- NONREG 30.00 000/345.030 PLAN CHECK - NONRES 19.50 000 /306.904 STATE BUILDING SURCHARGE 4.50 Total (This Payment): 54.00 Total Fees: 54.00 Total All Payments: 54.00 Balance: .00 l!.:... �c i _ .,.. . s.::...:. t. ..:,...w. +.M.,..,i__,.,.,n.L. ..a..,c�,1'.,w,..._:..b.. a:.s..:w..,.rr..1R_9 Z, ._: z..... ��+£,.: Sueti?iv`., u4�,l., ,d.F�i`:xc'lss:'s�:iutiili3`'r r{ .4" 1St$" i} �Y66fiF. iP�is:,: w' fliit .sa!:Y1:.L<..t�az'•vuls,5.5'e i.g r INSPECTION RECORD -- -/OciS 00 1 1 • . Retain a copy with permit (--- 1 P ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ( .4 IL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 if tok 206) 431-367Q el Type of Inspect . : & ; Id i 0( " ., Sp: .a1 Instructionv. Date antet - • / „ F (e... DCp I , th-‹-ice- Requester: arn. a q r-. at t % 0 enn v ,ok,tc C t Phone No.: 9 (711--3-2;25 - c Approved per applicab a_coder prior to approval. COMMENTS: 0 7 i . —......._ . , p . ..„ r / . _ . . F , • . ... . .d nspector:ApnIW El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection 7ceN . Tine: 1 - ,..,.,,..._,...;., 2, .;,....t4f4' .,,,r1 " ti,...:. .Atv.,"';' •, t , .!Attitia. .. . '''''': .* ''' %:' ' ' 1 1 , . „ . , c. ( . y 111 ; City of Tukwila John W. Rants, Mayor —4; 0 ,u' \ Fire Department Thomas P. Keefe, Fire Chief ................. Jar/ '„ 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM N/ Permit No . 6)(1) /-* br Project Name . " ,A Address 3<1 )_ L Suite # * \// Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: -------- 3/93 Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 .. CITY OF TUKWIL.A Address: 3417 S 120 PL Permit No: B95 -OO11 Suite: ' Tenant: BOEING #21 -05 Status: ISSUED Type: B -RACt, Applied: 01/12/1995 Parcel #: 102304 - 9069 ' Issued: 01/25/1995 *• k4**** k- k• k*****4*• 4** 4k**********•k****- kk• k• k•*• k*• k*• k• k• k• 4. 9. 4. 4 4 * *•k*•k *k•k** Permit Conditions: 1. No changes will 1 be made,. t0,064,`p ;1'eri O:4'4ess.:..,approved by the • . Architect or Engineernd` th e �T auF:w`1'a i"'Bu4ldfingGivision. 2. All p'er'mits, inspe�. " records, an�i approved' 01 "�en.c shall be available at th.e' 1• b si:,td pi' to tyre sta ' of''' r' acon- • str�uction. :1:40,6 dosum ;rsa`t'S��.tob,,main:t a�t1;;v��i'1- ili .4 able until ,,•i;:'i, ional lens . e.ptton approval i gr f , • , .0 3. All. constr•Uctr t'o k�'" i•�n b6t Pei villa rlce r1�4t",,, iPp r' o 0 ,1 ., p l a n s a n _ C ' 4 : Sgu''i r y e m e i e s 9f�' done the ,�l1n i form' Bu f 1 d i tod ey , 19! Edition l a .fi \ b" \, ' 4. Val idiC,yr o f Perniit.,:�' The ., 1A7juance .* a permit o r, a p > bv al � i i . � plans, , s'pe ci �ficat$ons, a,r#d } shall n o = be OK- 4 '\- e ',, stru?',d`1,4o - be a pe "f•':ar - , or',an,,,,a`ppr'ova1 of, any cv,itrra,t'Von ti',, of any/ ot.,, ' pr ov i s i ona of t e` "'151 i _101 ng code or- of4: an' • othtif,'for of the - ;4 ur..i..sd iction,` H No permit pres n.q to `; ;i give „,}authority, °r to v,i..o:l a or/' cance 1 •.tI etcpr i s i on of th i S` , cod l e' ; s ha 1 1 be =v a 1 i'd.. t l r ;r ' ,., ,” 1 s -at ,� ( =z � nS ,1,-j,' f t f ' fF♦1 .. { ( 51 €';:, .f .y'' : i •Ft i ?r 4 .. t t�l . y s •• � , "r ` . . o S 'J 't1 k 1 • I..? u\ . i ;, ; t 4 'i*., — r 5 n � ‘ i � . ,;1 m■ 0:.$1,::!:-.. i i , , � 4 - :," t ' t { ""} Yt� s• 'a} r .F �, j. , e � � :w - ..u 8 g 1 ��'� l � � 1. t :{ / �,. „ {7r ;� Y • ,� t k {... s� , 4("I',1 a \ 4°11 'o\ , ', `�. F- Y •J '.r � , •� ,. i o . : } ' • t•� ;X ' ! to 4 } • - i ' ;:r " : r . • ''''//''''4., YI; .! � /. \ t:;,,, ' 0 t ,'a l' Ct f >'r � t i:i � 7 ~ � y � k iqi • .: It.t7 � 4',!., '''''''1' f t ; ':2r.,i•�, °f • 'b ‘ a Div- 6r � ' • '-'4.•4. p., fS ~NCI '''l7,}', 041 .y,› ' •ter. � "/,...4..w y . � "',' • CITY OF TUKW!LA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT = TOTAL 40 X I - = 224 - ti _ GRAND TOTAL = G9" RECEIVED CITY OF TUKWII.A JAN 121995 PERMIT CUNTER BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -05 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR PALLET.. RACK JOB #147046 DECEMBER 6, 1994 aF JON R. BURKS Ck ? ? 0 � w 199 r J ON■ THE COMPANY BOEING C)ti�`'C ONIS1 ° c, rO t `� DEVELOPMENTAL CENTER �� SEATTLE, WASHINGTON APPROVAL 16790 QP S IONALBtA G G. MCKI EY V , EXPIRES 12/11 I -0: • /. J CA J. 'i' • "� � GAN mimeo CrTV OF TUKWILA JAN 1 2 1995 P$ MtT OM ER • Sc0P6 : 77-1 /s /WA Lys /s /eM /rv�s 77 57'R <.lc7 e L- 5 Q r/ c `j (9p 0‘)/ /116 7EGH, PAL L 5 RA GK /71-1 Sr/9 Ai fr/V r//1// a" 0157 ,aril 7 Q G-40/9D c 5000 Ligs, 7 //c / .s l 4' L x /G g W /TH sPAci NG e g ( AvD G2; I F ©r'I`i1 61-170, cDf 195 ) (Ai 5,C, Sys '9) 9961 11/G. RGI L IYIES (JDG, ID /80 -- /4302 -° 3 MIJTc R IA- L A STM AG 7v • ENGR. •suers IZW9 REVISED DATE 4704G 1 CHECK F'TmG 1/4S• r �+ c�� �^ AIR - r51 LQC y / 00 L AIR BOE//VO D1 6007 2070 ORIG. 6/73 `. . �.... M / A / e L7 -fLL , l $W F = _ 7 _ � M LL �D �s> ELF = 2S 'o /1= '/fE4/v1 p1 = 75•16 /tc,e -- 0. 1 6 /N W 2 5 14 '/68 I 9 lb / /ry 1 9ssvv1 5' oer,,' /vo co //\/ c- 7' /pNs A 20x' Fi xelD. k //i/ MnL 0.1 1 lw (is) 2 • SO = 1.27 8 M `L - /4:3 16 Ii ry (168) - .80 — Z 8 @ Knox %�'/VI C_ - lri - �� k_ .v IVTeg 42. I 7 I.2.7 = _ ¢ 1l1M19no Ga eemt -`I 4g.4 /8)0,2 /0, , '� - '► v ENGR. J. o 12/94 REVISED DATE 1,1_7( APR CHECK g I/ s .k /..0/ WO 1- Fi4" 5� APR AWE/A I 1 01 6007 2070 ORIG. 6/73 J10.047 f pp 1T M iNe Fo oB j7/,57 G on/&/r 'NAL phP.067744 6 656 sweRiz. Mc U s ELT ©, 3 A-e5 PEm v= zIcc 'V # se4m �� c 2.75 w >z- 3 (-7,5 1o3 W 0.00/6 W= 772 LV • L h X (n) 1/✓X (k) M hx w x kK/ li✓0.1 x �` 3 14.4- 2,575 370.8 0,5'0 0,4 2 2.575 247,2 c2 33 p,7.6 1 15 2.575 IZ ;.G 7, /7 0,14 o - 7.725 - 741, G / t oo 0 0.ov 77/6" ' s A-e 5 s �. s TN-vs TH 0, G, ©P w ,*s 77 f7 / rr , 4�7 z T? H s ht 9-, ENGR. J 1 REVISED DATE I 4. 7© 4,0 3 CHECK 166 1/4 APR APR `` 01 6007 2070 ORIG. 6/73 J15.047 S: Q A N 'n 1 1 11 1I ,, � j � 3 � m tD o ° a, o �, -- A - v w � w 1-4 3 R 3 c 1, 3 < 3 < 3 11 , © © I` 3� rn% 11 11 11 11 I I II b3C G� (\I + v) W r N C� ENGR. ,I .gds 120, REVISED DATE CHECK 401, y Q f 11 704 6 4 APR APR BOE/AW 01 5007 2070 ORIG,6/73 J15•047 PE-7&M/N5 QV Egrr/ly 1/V G //V p1 T'/oN 0'3 c 2,7C PV‘i w 3 (,00° 'b) t' 3 (16 I.5, 4 so TOTAL 1='o R ToT'A L • - GH( 1..ve hx(i") \nix ( (<1 Wxhx vvxhw *ia/xhx Fx6) MoVr (k - ►N) 3 144 6,15 - 74146 (2 ,c 1.06 /52.G 2 9G 6 1b'' 4 0.33 0,7 G7,2 4S 5.IS 247,2 p, ' 0,¢ O — C5 ,ieh 1 / , 0 p 2 23 M ovr, = 2 39 " / "' ( 9 1, 274, A - 6 s, = 3 (0 /1 ' -7 Asa /) as" -- 2 8 S, 6 m s, _ z 8s' , e'` /,n3 < i✓ &. T of /, s ( 274, K- 4 j — g s, g __ _ I , 5e /covuMN 4 ," ( e oF1 I&H7 = / g !e UP 77Z Y O.) I(" 1.1-1 LTI i K al) r 5 e 44av, e 'Jd3� O /on, 6 eEF, I cgo 'eI%.T 4-6 Fv _ 40 ti Fv 58 -1- 1,0 0, '34{•< 1, 00:.(x. ZCr, o) 40. MGR. 12i/9¢ REVISED DATE 1 /L -{Q 7© ' CHECK .. `� APR APR BOEO/VG 1 DI 5007 2070 ORIG. 6/73 J15.047 USE ( 2 ) Mu -ri 1/1/// 4 3 0 ' - 7 , 4 ' - - w / z M"v'. /\ig C?" i%Me6 SL i3 ©/V ae,g -p #4 @ 04"0,c, P14/ . 02/-- Cog- lD Ste Sl7 P ireRM /NM Foec- s /N CoL-6/MN cgs P ,g r - t mvs 1e 11(7(1K 72 :7, No ; liteT U, EgAL . C.'12/ vs /Ice& Foi - " - th.44 on) gAcie 044>c Po ,c,6 on/ coLC/MNS Myet 1 /2 . Meter 2391 - iN 9,4 2.1 fo k " 0 vmtr- x- 7.72 -1.72 - 5.9S 5'.95 f I , - 7f k ` /3, "7 _ PMT -)s- 'Lf to•�� ENGR. J ff /(,s REVISED DATE 1 CHECK 4 1/,�� / (� AIR APR ®OE /NG DI 5007 2070 ORIG. 6/73 J15.047 PALLET RACK DESIGN JOB # 147046 DATE 1/5/95 VERSION 1.1 BY JON BURKS BEAM INPUT Md +l cen- 43.40 (k-in) Md +1 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 DEFinax - 0.93 (in) DEFact - 0.68 (in) DEFL OK USE LBC55A COLUMN INPUT (04 + LL + SLong) M - 9.60 (k -in) p - 5.07 (k) (DL + LL + Stran) 14 - 0.00 (k-in) P - 6.85 (k) TRY LM30 COLUMN UPRIGHT L - 48.00 (in) A - 0.86 (in "2) KLong - 1.50 Ktran - 1.00 Rx - 1.25 (in) Ry - 1.15 (in) Sx - 0.92 (in "3) Sy - 0.75 "3) 8 c { 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-ln) Ma - 23.01 (k -in) 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) Pn - 33.77 (k) SF - 1.74 Pa - 19.43 (k) CHECK BENDING IN COLUMN Mn - 31.58 (k-in) 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 I© MAXIMUM PRESSURE UNDER BASE PLATE PMAX 194.77 (psi) PMAX qMOM +PAXIAL ARM - 5.38 (in) ARM- BPW -EXT LO - 11.81 (in) LO - PMAX *BPW /(PMAX-PUP) PRESSURE AT FACE OF COLUMN PFACE - 155.59 (psi) PFACE.(PMAX-PUP) /BPW *ARM +PUP PUP >0 PFACE ■(PMAX (L0- EXT) /L0 PUN() BASE PLATE BENDING MOMENT AT COLUMN FACE MPL - 2562.40 (lb-in) MPL - PFACE *EXT "2* BPD /2 + • (PMAX-PFACE) *EXT'2 *BPD *2 /6 BASE PLATE THICKNESS THCK - 0.34 (in) THCK ■(((6 *MPL) /.75 *36000 *BPD))'.5 UsE STANDAR-D !/ 11 x i x 8 �� SSE_ p 4 I 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 - 5wl"4/384E1 Fe - pi 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 .1 Pn/SF SEC 27.916 EQ(16-1) 12. GH6G11 GA lay? oP w�4-ns -�� 'P' WELD .81C I , s15 =� = Z1 x + L-Y z + 1 ' o � © 6.5" a 2.1s 'is L3 �Z a WEED L. Y L Y L 1 1. 375 5,5 10.3 1 5G. 7 , S.s 2 S.S 2. 75 15,1 4-1((0 1 3• 0 3 3 27� 0 Ca 0 / . 73 4- 2 S l <o C � 8 75 4 3 ,. S' :14- o G 1, � 4,75* 7,1; 3� 9 0, 28 (G. - - 44..0.7 l 2. 21.7g LY 4Q. .Q7 2 � 1�. =— 2/. 75 •¢-- EZ. /6,.5Y2.67/2 ,...I -' 35 iiv 70 f (ad) -- .7o7( ,125 GG,3.5 v vli , _ 2N • ENOR. ,, , S /Z DATE C ( r 1 4 - 7 o 4 G f--/� /3 11'' CHECK I��L1/F4" V4 REL c E - -I LL PA O APR APR BD4/AVG , DI 6007 2070 ORIG. 8/73 J16.047 / Prig- - -- �. b - Mc l 0,g k ��"� -11- 17,5 ,x., „ . (�� „ 2 67 — /�.� 1 1G� 1 b� /w 5 �Q /N - Vr (14.9f,4.)I &g /20,Ib 2 Z . .,_ P _ /289/b o,,i3 . , 707(.►2b')Cg's 2, 75- t it:-./. , f7S A ./* ?A �is• .y i. - - FL' = 0,98 -F is ;1 At; = 14.0 >: S 1' . Fv = 1 4.F1... , 4 ( 4Z Ksi) - 1, 5 , s - i . . 14,E ' < 22 3 Es C WtK Se. -413 R Q S l:fz sz-A-EH /s 8'/ 3 K.s t ' 1N/-4 4- Q. 24 p, C , Vc. = 4T bed. ; g. W 2 EF. nwa , 43000 2[571_¢ ,.8 *4J4 d2.1- (DOS --loon s17 LL 0VC= , g5 ,/,2:3 ' Uu•-:.15(1.,¢n +1, -7L + l,lc- (1,I)) > K �. �,. -_, ,750 .41 14_451 1- 005 1 9 Vv ,1K if )t 4- P/N coA,EGT/o/I f 14,e 144'2c M. 10.6 -H 17. 5"" im _.. 28. -,w A-Ll aw M = SS'. ?6 .. ,,,, - SS, - i - > 28,3 K -IM ok ENGR. Ji BE I7„.1 REVISED DATE 147Q1 s� FA 14. CHECK (MC , RE LOCATE / `X:)i- FA B APR APR B ®EZAW DI 5007 2070 ORIG. 6/73 ,116.017 C4P4-I F-T c'N S L/eIr VVT . / SQ I /p 3 . ( i X2 ) = /co I,5 e (g>5F PG .5) 1010 /5; 8 = ; 4 Fr Sa .I© z _ r lb Z rby- f 0 / ✓ 9NT 7'r� sG fi = /00 `� (i � 2 . FrCZ �� zoo ._ /N M DL = 2400 Ib- ( /, _ g3U Ib - /.I/ 4 e 2„9„0.c. ,Iv. a = f A As = 0, /t.v2 (¢, 3p71 = 0,43 85 -P 6 apps , 43 `^'Z) = °' al. _ .Ss 3k i Z 4 // Mv.CI�yi4s( ©, 9 ,,,, Z ¢�- • P942 M ' > 0 /'oyh o,e- EN6R. J. g 1.(4( 1l"4y ¢' REVISED DATE 1470 1 1 CHECK �'G�'� Ym� I AM R• 5toCM ( Pi- APR BOW /AVG 01 5007 2070 ORIG. 6/73 J15.047 PREPARED BY DRAAEIGNO. ., BEAM SECTION P.s.Ting ey `� `� PROPERTIES DATE R - 1 - 14 SEP.'93 REVISION NO. DATE BY MODEL t H o i s r iy Sy r AREA In In In 1n 1n In In 1n In 41 LB020 .075 2 .75 .2928 .274 .716 .6033 .4133 1.031 .5718 L8030 .075 3 .75 .7604 .4659 1.026 .8786 .6054 1.103 .7218 LB035 .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 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 --•.- 1 7/8 /8 .-6- } y 1 x x H Y PREPARED BY DRA'WWG NO. COLUMN SECTION P.s.z�sngey PROPERTIES DATE R -2 16 JAN. REVISION NO. DATE BY A 15APR'93 PST MODEL f N B X I S r Iy Sy r AREA in in in in 1n in in 1n in 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 '07 75 3 4.625 2.607 1.78 1.187 1.231 2.577 .988 1.481 1.143 LM20/20 3 6 2.714 2.222 1.481 1.268 4.701 1.431 1.845 1.349 LM30/15' 75 3 4.625 2.789 2,126 1.417 1.23 3.052 1,094 1.473 1.384 LM30/20 't °a 5 3 6 2.951 2.568 1.712 1.262 5.45 , 1.78$ 1.838 1.590 '..M30 /30 '10105 3 6 2.707 2.98 :1.986 6.387 1.94 1.839 1.875 PRIMA.V COLUMN BACI --UP COLUMN PUNCHED UNPUNCHED .53 "' B - H .67 H X - X X X y Y ••I LM 124 • PREPARED BY DRAWING N0. BEAM BRACKET P.S. Ding ey MOMENT CAPACITY 16 JA R-5 _ A REVISION NO. DATE BY A 13APR.'92 PST 6" THREE PIN BRACKET 8" FOUR PIN BRACKET Po= fu- A= 40(.09281) = 3.712K P� = f w A = 40(.09281) = 3.712K P 4.75/6.75(3.712) = 2,612K P2 = 2.75/4.75(3.712) = 2.149K P2 = 2.75/6.75(3.712) = 1.512K Ps = .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(.586) 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) = 35.20k -In. 41.92(1.33) = 55.76k -in. SEISMIC STRESS SEISMIC STRESS • C P. 2 . [7:7 C 2 13/32 DIA 8 P2 . 11/32 DIA 6 C - II 2 1 1/16 OM C . P3 r MUM 5/8 DIA--- �+ �- 1 pp: 2 k -- 3 1/4 --«-1 1 NET AREA= �D =.0928.1 in 2 C1010 COLD HD QTY. f . -40K ` (ASTM A354 -79) • • L� Page � vr_ ,l•° - r- ,,(2. g ,� , G� Report No. 46: • P "'i / \L/1 � TABLE NO. 11-KB-11 CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)'• r'. • 2000 psi r'. a 3000 psi r. • 4000 psi r•. a 6000 psi Tension Tension Tension Tension ANCHOR DEPTH ' OIA.. EMBED. Wind Without' Wtth Without' With' Wttiout' With' Without' (Inches) (inches) Sp. Insp. Sp. insp. Shea Sp. insp. Sp. Insp. Shear Sp. Insp. Sp. Insp. Sheer Sp. insp. Sp. knp. Sheer '/4 I /x 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 33/4 625 315 400 625 315 400 625 315 400 625 315 400 ---1 1 /x 500 250 925 615 310 975 710 355 1,025 800 400 1,025 3 /x 2 1.125 565 1.100 1.210 605 1,100 1.290 645 1,100 1,450 725 1,100 Is 4 1.250 625 1.100 1.300 650 1.100 J 1.350 675 1,100 1,450 725 1.100 1 /2 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 1 12 6 1.950 975 1.840 2.165 1.080 1,840 2,375 1,190 1,840 2,625 1.315 1.840 5 /x 2 1.500 750 2.875 1.750 875 2,875 2,000 1,000 2,875 2.500 1250 2.875 /1 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 4 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 2.500 1.250 3.875 3.000 1.500 3.875 3 /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 - 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 3.800 1,''I 7.125 • �•i 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 • 9 6.250 3.125 8.625 7,190 1.595 8,625 , 1.5 4.065 . 8425 , 10,000 5,000 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. 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 These tension values are only applicable when the anchors arc 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 -AISI 304 AND 316 STAINLESS STEEL KB-11 ALLOWABLE TENSION AND SHEAR VALUES (In Pounds) I". a 2000 psi - r', a 3000 psi r'. a 4000 psi r'. a 6000 pal ' Tension Tension Tension Tension ANCHOR DEPTH . DIA. EMBED. With' Without' With' Without' With' Without' With' Without' (Inches) (inches) Sp. Insp. Sp. Insp. Shear Sp. insp. Sp. Insp. Shear Sp. Insp. Sp. Insp. Shear Sp. Nsp. Sp. Insp. Shear '/4 l'% 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 J1 1 /1 400 200 _ 825 460 230 950 515 • 260 1.075 625 315 1.150 • 3 /s 2 875 440 1.250 1,025 515 1.250 1.175 590 1,250 1.350 675 1.250 3 /s 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 92 3 1.250 625 2,085 1,625 ' 815 2485 . 2,000 • 1.000 2,085 2,250 1.125 2.085 1 /2 6 1375 ' 690 2,085 1,765 ' 880 2,085 2.150 ' 1.075 ' 2,085 _ 2.550 1.275 2.085 3 /t 2 1,175 ' 590 2,625 1.500 750 2.875 1,700 850 3,125 1.800 900 3,125 3/4 4 1,750 875 3,125 2.250 1,125 3,125 2.750 ' 1375 ' 3,125 3,000 1.500 3.125 - IT, 7 ' 2,250 1,125 3.12.5 ' 2,825 ' 1.415 ' 3.125 3,425 1,715 1125 3.425 1,715 3.125 /4 3 1,450 72.5 2,700 1.825 915 3,100 2,200 1.100 3.500 2,450 1.225 4.500 /4 4 /4 2.350 1,175 4,225 3,050 1.525 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 4500 4,800 2,400 4.500 1 1 4 2.925 1.465 5.700 ' 3,625 1.815 6.350 ' •4325 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 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 'The tabulated tension and shear values arc for anchors installed in stone - aggregate concrete having the compressive strength at the rime of installation. Concrete aggregate must comply with U.B.C. Standard No. 26-2. J 2 T hese 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 are installed without special inspection as sct 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. 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 � 01: `u v E pRO 4 Ap � JAN 199 THE MPANY G y \r }(Z n}\I} 01`\ DEVELOPMENTAL CENTER Rk }} SEATTLE, WASHINGTON , 4' A.10112i: 1 10 G • � �� APPROVAL f ' ' "' �.. Q m;.r` , r .-•" ( \ / \ / //� //J 16790 G. G. MCKI EY rONALt EXPIRES 12111/ O r E k J. CARR 1. RECEIVED MY OF TUKWILA JAN 12 1995 PERMIT CENTER 5C©P T 11s AN 4 c.Ys I s P 'M //VVs 7� S711GTUlefiG #.9'D ©rte Gds/ /v 3 le c--17 GMyT zjS / Co " /1 / c7b1 w / 144 41.r s,424-cep .9€ " A-1■-/rD 140 ," 5/66/ A5 e /NC F73 /L. /7755 ?9G, Dlg(j -- /4 o2 --3 Re GMs c,9 2l Z1'' /vi 27 ? (Aegio r c Aus 92 - Cvo C /b'/' �EQ gy p . M 2 . g2, cN 1 --- Coo .G7" , g' E /G eeot p , K GA ZC T — /9e. - G" © k - 8Pr9t -e- 4 - e 7:7?. `,c) 11 TYP 6 c `r EN6R. t ( W 9 REVISED DATE �J 7/26-- CHECK ! `!� 1 APR APR BOE/,NG DI 5007 2070 ORIG. 8/73 J10.047 , , , - „ ■ • • CANTILEVER RACK DESIGN JOB # 147046 DATE 12/21/94 VERSION 1.0 BY JON BURKS INPUT ARM ARM LL - 500 (lb) ARM DL • 20 (lb) FY arm • 42 (ksi) L arm • 24 (in) IMPACT • 25 (%) L fact • 0.67 INPUT COLUMN # 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 (1n"3) Sy • 4.29 (in-3) rx - 2.74 (in) ry - 1.51 (in) Kiong - 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 6; 5: �.. ( . ARM DESIGN M 10.29 (k-in) (LL+IMP *LFACT *L +DL *L /2) Sreq - 0.41 (1n"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 /2F0)'.5- 1 /8(Fy /2Fe) ".3 Pa - 27.74 (k) (Pa is Pn /SF) CHECK BENDING IN COLUMN Mn - 297.36 (k-in) (Mn ■Fy4t,Sx) Ma - 178.06 (k -in) (Ma ■Mn /1.67) CHECK COMBINED STRESS (OL +LL) P- 2.24(k) M - 30.87 (k-in) P /Pa + M/Ma 0.25 OK USE C CHECK COMBINED STRESS (OL +LL +SEIS) < -1.33 Mseis - 27.85 (k-in) Md +l - 30.87 (k -in) M - 58.72 (k-ln) P - 2.24 (k) P /Pa + M /Ma - 0.41 OK USE C JG (. D6-1 - 6g / E S / OF - Nc , 4 f 8 2� .75(5 L. 375 p �2 � 20 �7S 1 3o0 \ la 4 1 21 3 5 --� MoVr = 27 85 ,211419 reO14 5P�,??P51 r. — CA"' L C S, 1 d /00 A A „ (8 .1 L� mkesur f} 300 (s) f” 20(2¢) 4_ 1 Oo (OS) -f- . 3'75 (k) Zg) .=. 3719 —�- M acs 6 ^ 375(3) 8 4 z0 (g)(/2) 7 /63 (f6) f 3 °Z ) ( = l , 9 2 - Treok'd (2-1, 5 14 " .9 :9 z I, O PA4G i L e l7 &S' 5777"Nipti-240 Da c c)/4 571/ T s 771 /-I / iv. 4, 6o 7-0 Re (cry Reloc217 4,g27 05E / 'lo ,, 801-7-5 14// 2 3/� (� - E,+vI ENGR. J EMZIe5 12(21- REVISED DATE J �70 4 / CHECK �+�' I r V b /� �� l[� AIR etCC. 7 0 F i APR ®®F /NW 01 5007 2070 ORIG. 6/73 J%8.047 (,, —G - Gg Pe 7 N cow m N `l1 M / 4-r. 0o, 3 '� "'N £C 1 Ft ¢, M Mr to, � - /w (s) 309 �' /v M P 161 117 � ,4 4/1"569 ors P2 / wr c,oA -o �c2vA't 7,0 Fl NO 5.9-sec /✓JOl' \% x = 27. S/iv ¢ ape C. AM�-�o P( (61 192 46 �°'� e.r 5(29xlo psi, 27. c f -- Q 4.6.600/ _.... H ___?_/9 /, 92 /i 1 12 1 vo 01443/1 < I,92_" , cD , ENGR. J 6 s REVISED DATE 14104G 7 APR EG pGA root- FA APR AMPIEVAIff i DI 5007 2070 ORIG. 8/73 J10.047 , - _„ c� S T A Ti D A R D C AN T I L E V E R RACE AR M S' - NORTHERN STEEL -. • D 6L'3 ANDOVER PARK EAST �` " . SEATTLE, WA 98188 3• (206) 575 - 1671 - T - - n F __ 1.}. INSIDE WA 1.800.562.1088 4 - - T i f = - I OUTSIDE WA 1. 800 - 5^x2508 - X �_ x _- - kl Q � 1 - . c J I3 • I . .. c D : . x ky ________.. .. TYPE "8+' ARM - AU. OTRER TYPE 1.5112 1.8928 * WORE: Properties computed based capon cross- section at ead plate connection. • • . z Q 9 O Y r 3 m 4" �� �, r- Y� o � r-- Y1 V Y� Z • ei� ti i • 4 G Z i s D X ... x • z TYPE- B SS 111 1. 4 T '- C 4 E L 4 TYPE - F3 , F5 4 F7 6 TYPE 0 t K NET Wt AREA X -- X Axis Y- Y Axis . I ON.) (IN.) (!N.) I VFt. (t ) 1 = 11.4 *- . s = lH r = IN. 1 = h4 4 S = IN. r = ac B 5/ .1875 - 9.1 2.248 9.31 .�... C 8 3-54 . 2.03 5.47 2.73 t. 5. 4 .181 .105 14.2 3.822. 27.50 6 . $7 Z.1,6 8.70 4.35 1.5( E 10 s .1$75 .1$75 21 .9 5.948 X5.44 (1,1p 3. 0 4 i4. 30 7.15 s NV l.5 6 I f F3 13 �4 .1875 28.5 7.658 : l 31.08 19.79 4. t 37 8.442 4.331 l ' F5 15 !41 .187 - . 35.4 , 9.7Of3 . ZZ5.09 29. 1 i•01. � �"Z 4 S 5 1 ! •722 �, 5.02Q I .Q F7 17 3(. .187 - 41.8 11.598 351.19 40.72 5.503 14.292 5.717 5 PR EPA ED BY 'SHEET NO, ' INC l as . - c- 2 DATE DRAWING NC NO REVISIONS BY DA'[ • M w w-� 11 x + x H 1 » 1 V L SECTION CANTILEVER BASE ?E H W L. t M I 5 A r IN. IN. IN. IN, IN, IN B 5 2 .75 .i35 8.5 9.802 3.92i 2. 1.932 2 .75 .135 8.5 30.312 7.578 3.436 2.970 E 9 2,5 1•063 •135 9.5 - 47.894 10.643 ` 4.146 3.402 F3 • 11 3 1..i25 .135 10.75 84..442 1.5,71.7 4.988 4•i63 F5 i3 3,63 L25 .135 12.63 i45.254 22.347 5.936 4.947 F7 1.5 3.5 i.25 .i79 12.75 260.47 • 34.730 8.404 s•567 6 Page 3 of 4 - -' 1 Report No. 46: TABLE NO. 8-KB-1t CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)t. r' a 2000 pat - r, a 3000 psi r ■ 4000 pal r a 6000 psi Tension Tension Tembn Tsnston ' - ANCHOR DEPTH • DIA. EMBED. With' Without' With' Without' With' Without' Wtthr Without' (Inches) (Inches) Sp. Map. Sp. M.P. Shear Sp. M.P. Sp. kap. Sheer SP. IMP. Sp. M.P. Sheer Sp. lnsp. Sp. ka Show p. She 1 /4 1 /a 250 125 400 310 155 400 , 360 180 400 440 220 " 400 1 / 4 2 525 265 400 • 550 280 400 590 295 400 625 315 400 1 /4 3 625 315 400 625 315 400 625 315 400 625 315 400 /a 1 /$ 500 250 925 1 615 310 975 710 355 1,025 800 400 1,025 ^ /14 2 1,125 565 1.100 1.210 605 1,100 1.290 645 - 1.100 1.450 725 1,100 •I / 4 1.250 625 1,100 1.300 650 1.100 1,350 675 1,100 1,450 725 1,100 1h 1 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 3 /$ 2 1.500 750 2.875 1.750 875 2,875 2,000 1.000 2,875 2.500 1,250 2.875 3 /$ 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 _ 3 /$ 7 3.000. 1.500 3,125 3,250 1.625 3.12.5 3.500 1,750 3.125 3,925 1.965 3,125 .1/4 3 1.850 925 3.875 2,175 1.090 3.875 2.500 1.250 1875 3.000 1.500 3.875 43/4 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 3,800 1.900 7,125 \ 2,190 7.625 5.250 2,625 8,625 "4,375- I 6 5.000 2,500 8.625 5,815 ' '2,910" 8.625 66 l 3,315 8,625 8,250 4,125 8,625 1 • 9 6.250 3,125 _ 8,625 7,190 x,595 8,625 1 4,065 8.625 10,000 " 5,000 8,625 1 The tabulated tension and shear values arc 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. obese 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. 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- AtS1304 AND 316 STAINLESS STEEL KB-II ALLOWABLE TENSION AND SHEAR VALUES (In Pounds) r. = 2000 psi - tot 3000 psi r a 4000 psi - I' a 6000 psi Tension Tension Tanslon Tension ANCHOR DEPTH W. ENDED. WW1' Without' With' Without' With' Without' With' Without' (inches) (mhos) Sp. Insp. Sp. kap._ Shear Sp. Insp. Sp. Map. Sheer _ Sp. kap. Sp. Insp. Shaar Sp.Insp. Sp.Insp. Shea 1/ )1 /6 300 150 525 315 156 540 325 _ 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 /s 1 400 200 825 460 230 950 515 260 1.075 625 315 1.150 • 3 4 2 875 440 1,250 1,025 515 1.250 1,175 590 1250 1,350 675 - 1.250 3 /8 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 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 1 12 6 1.375 690 2,085 1,765 880 2,085 2,150 1.075 2,085 2.550 1.275 2,085 3 /$ 2 - 1,175 ' 590 2.625 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 ' '1,375 3,125 3,000 1500 3.125 - 3 /ii 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 1.525 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 4 2,400 4.500 1 4 2.925 1,465 4 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 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 1 The tabulated tension and shear values arc 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 are installed without special inspection as tat forth in Section 306 of the code. 1 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 arc reduced 50 percent. Linear interpolation may be used for intermediate spacings. ti, City o Y f Tukwila �. Q 1 FIRE DEPARTMENT , f, 444 Andover Park East Z0 Tukwila, Washington 98188 -7661 (206) 575 -4404 1908 ' John W. Rants, Mayor January 23, 1995 Fire Department Review Control #B95 -0011 (512) 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. Maintain fire extinguisher coverage throughout. 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 material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 12.107(b)) Gates and barriers installed across an exit shall be of sufficient size as to be capable of opening so that the clear width of the opening is not less than the exit width required by the Building Code. (UFC •0 11 0 City &I' Tukwila t 0 466, . FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 0 � ' (206) 575 -4404 y908 John W. Rants, Mayor Page number 2 12.107(c)) Aisles leading to required exits shall be .provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) Combustible material shall not be stored in exits or exit enclosures. (UFC 11.303(b)2) 3. 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 � City �t Tukwila s y O ' FIRE DEPARTMENT 444 Andover Park East • Z Tukwila, Washington 98188 -7661 (206) 575 -4404 1909 • John W. Rants, Mayor • Page number 3 Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Storage may not be closer than 36 inches in all directions to ceiling -hung "Space or Unit" heaters. (UFC 11.404) Storage may not be closer than 18 inches below sprinkler heads. (NFPA 13, 4 -2.5 and NFPA 231.5 -1) 6. To use any building or portion thereof exceeding 2,500 square feet for the storage of high -piled combustible stock. A floor plan showing the dimensions and location of the stockpiles and aisles shall be submitted with applications for such permits. (UFC 4.108(h3)) 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) High -piled combustible storage is combustible materials in closely packed piles more than 15 in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (UFC 9.110) Maintain minimum 6" longitudinal flue space between 3 . back to back racks. v ILA 14, • City &t Tukwila � r � p y FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 • N • .2 (206) 575 -4404 y908 John W. Rants, Mayor • Page number 4 Storage of combustible materials in buildings shall be orderly and maintained not less than two feet from the ceiling and not less than 18 inches below .sprinkler head deflectors. (UFC 11.303(b)) 7. The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 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: T.F.D. file ncd • • :A, CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1677 01/19/95 Activity Table Processing RACK STORAGE PERMIT Permit No: B95 -0011 Tenant: BOEING #21 -05 Status: PENDING Address: 3417 S 120 PL Type: B -RACK Vers: 9401 Screen: 01 Base Information Parcel No: 102304 -9069 Owner: SABEY CORPORATION Validated By: SLB Plan Ck Approved: / / Applied: 1/12/1995 Status: PENDING Issued: / / Completed: / / Act /Inactive: A Final Notice: / / To Expire: / / Nature of Wk: INSTALL PALLET RACKS AND CANTILEVER RACKS. Location: Zoning: M1 M2 Valuation: 2,000.00 UBC Edition: 1991 Rack Storage Dimensions - Linear Feet x Height = Totals 40 16.0 640 14 16.0 224 .0 .0 .0 .0 F7= Update, F2= Previous Line, F1= Screen Index, ESC= Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 01/19/95 Activity document routing maintenance. RACK STORAGE PERMIT Permit No: B95 -0011 Tenant: BOEING #21 -05 Status: PENDING Address: 3417 S 120 PL Route: 1 Current Route Line: 2 of 5 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Approved 01/12/95 01/19/95 01/19/95 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .25 Overtime Hours(HH.MM): Comments 1[RACK EXITS ... O.K. 2 [ 3[FIRE PLEASE REVIEW AND COMMENT. 4[ ] 5[ BY KEN 6[ ] 7 [ 8 [ ] 9[ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. i 0 a- m N Ql -i In in r3 De cif labar - & ladmiries s VERIFICATION E�CATION Contractor Registration Section u PO Box 44450 j� ' o .j0', (206) Q56 522b N Olympia WA 98504.4450 5 SCAN 269 -5226 Z - FAX (206) 956 -5228 w To From j — CA& l Et OG, Cc It/li 4i_ Olympia Headqumic rs _ Registcrol . (96–. ik.3 c _ 1.2 — Registratioa number J X Contractor: Your Certificate of Registration will be sent from the Olympia office and ,� should ld. be received. within 2 to 3 weeks. Please keep this record until you receive your • 3 C er tif icate o R eg�s t ra�on. ,� 0 l_ c t r a ref/at)/ )/ L eA - Mara you art • ? F625-036-00O regsurat!®vuifiat , 4-93 ,SI ieC-re 84-7 g /- 7-PC 3.1 ae6. 3/. 3c65 ms Z o Co Jl al 1 - 9 1 2 x •l , ...., , , ... ;. 0 a o c-... .--n - D . _ . E B LDG o O 3° d d _ i t o 9 FILE (WV va%S are Plan � I ";rk aPPlo royal of BOEING DEVELOPMENTAL CENTER - „l �;:�,,dAPP 1u, ,• , al , inv. , of , it ' i t of con .e/ On o fa � Y �,, n•� '' • ' O � r . , 9725 E t. •,.1 • ST MARGINAL WAY SOUTH �� '`�`/✓ ' RY j, • TUKWILLA. WASHINGTON 99109 Petro VICINITY MAP AREA MAP GENERAL NOTES DRAWING INDEX (*INSTRUCTION , ET OF DOCUMENTS, REYIFWED ANT STAMPED BY CITY OF TUKWILA MUST SNO r DWC N. SHE TITLE SHCETJ DWG No. SF1EET TITLE B' ON SITE D UF INC CONSTRUC IION DO NO' F''r0Ct I D WITH CONSTRUCTION WITHOUT BLDG. 21 -05 ADDRESS -- -- -- -__ - -- -_- N0. - — Y — — — - - -- AT �IVE MENTIONED SE' OF DOCI�MIw'�, Al ?1 05-Ai TIT( E 3417 SO. 120TH PLACE V•F!FY ALL DIMENSIONS PR'UR 1 0 S'AR; OF CONSTRUCTION IA16 } 21- 06-IA18 FLAN - - _Ii_____ — UKWIL LA, WA. N )IIFY FACIE YEN ;INFERS SHOt1I D i xl`,11NG (: ONS REQUIRED DESI' N REVIS(NS. t _. - +___- _ _. _ _.__ ___.__ - -_- EAST MARGINAL WAY RI VISIONS TO BE APPROVED BY CITY ot ruyiWit A PRIOR TO PROCEEDING w ih PROPOSED t 1 - t - - -- -_- __ - - . _ _ ' R. d W OK. maw maw FROM DOWNTOWN SEATTLE CORPORATE. PARK) SED R 1 _ --- __ -____ ._ -__ ___ - --- f__ _. 0 130D TOCE 90 0 OA i — � r - - r — _ - - ---- — -- - -- - - - - -- 1 1 _ T % � - or . ' s I. — — — 121 -01 [ R r T � T -- 1 -- I — — . ; } ; � , m _� ,_ — — CHECK — - -- — — — -- , \ \ r - L - - - ' t . BOX r, / rig n L 99 .�;, %%J 1 1 ® B 'llf F °ROdECT NARRATIVE -- - - - _ - - -- - -- _ -- 'h9i EXIT 1 - - — — __—_— �. // E x I T �`� N r— c i f M �.� „ar n ■ Tli , JIM INVO VES THE INSTAL _ATKW • PA • • .AN' : AN11LT VER RAc'K - — - ' J00 lBS PER ' , t ' as. it R RACK LOAD ,, 500 ;.B 'FR ARM. - - - -- - - - PAL, ET RACK . OAD IS fig, ,R Q I I I — V 1 I I f r —• - — rj I 1 k : 1 ' .� 121 - 05 I I - - - - - -- -- - - - - - - -- -- - -�- - _1 Ell; S I 0 THESE ORAWIN(S CONFORM TO THE '94' „ H . . , „ P C . AND THE 1990 HARRIER - EDT I ( FREE CODE As ACAPTEG OR AMENDED H' r o k n. ') -'• NANCt S, AND COMPLIANCE WITH �� Is, 1 , ' _ �� CT V 1UKWii A ,'oNING. CODE SUMMARY �,,. \ 4, � . ■ \ - - '' i I II O CI BUT!DING FLUOR PLAN $hOWN r Y'T'NC SYSTEM, DOORS, CORRIDORS lA" +'.' S E E COUr __ - • •HP _ �� i I I AND PASSAGE YIAYS. C GO E 4 EFERE N:.E' — 1991 UB(. -- --- - -- - - - -- • KING COUNTY / TUKVI_A i _ 1 , , 1 . 1 b ® ENG'NEERINC CALCULATIONS ( IF APPIIGAB f ITIES ) WASHINGTON S TATE ENERGY CODE S99 % i� I I WASHINC'_N STATE HARRIER FFE CUDF FROM KENT 1 I ADDTICV'I PER GIP Oi TUKWILI. A EAST MARGINAL „AY TU KWI LA ' - • -- • -. -- - - - — _ —_ --_ —_J '— _ - -_- - - I 0 ROCKS LASE; EC PER OCCUPANCY E'ER U R.0 TA9;.E 33- A. CORPORATE PARK AUBURN _. _ -- __ 0 ^UIPANCY GROI' --- - B 2 OF F /WARE' +OUSE, w0 CHANCE .N OCCUPANC • 99 1 0 BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. FLOUR AREA (AC 'JAL ) But TAG lOC!PRINT 98.000 SF FROM SEATTLE — TACOMA AIRPORT PROJECT NUMBER OF PRINTS REQUIRED FOR PFRMI1 PACKAF.F• SITE '. 0 1. GENERAL PERMIT (SHELL & CORE) tl� 01‘31c %- I I I I ' '�IFIT I ! I 1' X 1 6 2 OF CIVIL D SE ETS OF ENERGY RAW WITH CALCU ING$ ATION`S UTIL L STOPIES: - - -- - - -- - -- .. -. -- t QQ I. 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCU 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS FULLY AUTOMATIC, WT1 PIPE THROUGHOUT LE SEISMIC ZONE -- - -- - -- — 2 SETS TOPOGRAPHICAL SURVEY FIRE ZONE -- - 3 PARKING PROVIDE ) DEVELOPMENTAL CENTER EAST MARGINAL WAY CORPORATE PARK 2 COPIES OF LEGAL DESCRIPTION 125 PARKING REQUIRE2 -- 725 2 SETS OF WORKING DRAWINGS env MEWED OF 11.NOVIIA ® 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS JAN 1 2 1995 0 3. MECHANICAL, 2 COMPLETE SETS 0 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS faAE,rCENTER • pi MOON 0? APPROVED ar< Sae `E"g°' o. A OAR AUBURN, WA. 98002 AOCEPTABIUTY OR CFI Ago L , SUOIT LAST acvStO" i 4110901. DAt! DEVERETT, WA. 98201 saran a""A D 04a� TITLE SHEET . BOE //rs D KENT, WA. 98031 owT o•n I m ost S s �'1/93 11111 Al • FACILITIES DEPARTMENT D PORTLANO, OR. 97220 °�°"° ARCHITECTURAL MASTER J00 Pa 03710457 DRENTON, WA. 98055 1 •SEATTLE, WA. 98124 1a-7 -44, No • ono APq+ovto BLDG. 21 -051 ALL D.C. 21 - — 1 1 I , 7 - t ^.... i • 1 ® 0 (G) LEGEND; ' J t f , • - - -- - - - - - - - - - - - -- - - i - - - / 5 • �t . II I! I - -- - - - - ---- GENERA!. NOTES: - -- G __ _ _ -- • - -- A i I CI Thj I I �„ I I a CONSTRUCTION NOTES: - CAD 1 CAN I LEVLR RACK r CAN'IEEVF c RACK 1 LL H % 14 L PALLET RACK SHELF SPACING Al 4 B' AND 12 . LOAD LIMIT SIGNS MAX. SHELF LOAD 5000 LBS. i _ .. _. _ _ __ __- - - _ - _- ( USE 2) 1 / 2 A. BUS W/ 4 1/2 MIN. EMBED. PER PLATE LJ INSTALL 16 CANTILEVER RACK WITH 24' ARMS. ARM SPACING 50', 98 746 _ —_ _— - ail 6 LOAD L'V'* SIGNS • MAX ARM LOAD 500 LBS. i I USE (2, we A. BITS W/ 4 I /2 MIN EMBED. PER BASE. I j 1 i I I I t I I I I I 1 4......, , I i D I — — - . i I I 11 1 � t r ■ I i UIIPPRpVE • A L 13 J I I N .J 7 �- _ -- - .a. _ __ _ _ __ 1 . - . ■ i 7 14(10 1A11 , _ - (, tAt} IMI t - - •0- • PLAN � , II '^" ,'' 4 - I �.I t /e" t• -o• I) �I • AsBt 7°s NomcAnpc .: • III IU catttail:1g lettaa Prot d«o.�aed Mot mold be h oop= in h 1A19 tA�(1 �` coMtructlm of Nb propel Do not rorro* *mos co &MA my , -- ottkttoe motet/ odpce t to the fort oreo. Pico* contort Boehg lEi, gsebb Nettles Bepommol 0 Webs emlohhg mot@4 Ir dmno9e0 ce p d Won ecoeered Mat 4 nisi to Do templed Won eat r P4� .� CI OR 1UKWI A The fdlonip motel* N tee &epe **col to NO e ar p pained %` JAN 121995 to M Main for asbestos r - - - PONT WW1 IOU BY 9t' AooR°Yt° OAR $% a INS3I - - - -- Awvtovto oAtt _ ARCHITECTURAL MASTER COL. E —G/5 — 7 CORP. PARK 21- 05 -1A18 A 147046 RELOCATE TOOL FAB J. BURKS CanCy 11•'1 -i4 ACCfPTABIUt�tt EtoE . DUARtE o9.11 ""t LAST "' � " 1 ` 0*1? I sptdf CAnoNis ApPAOVtD ortorto snit r oostas °f ' °" 1 A18 OF r"'— FACILITIES DEPARTMENT "PPR0K08' �� ( BuLUS 4 ^ /ns p°` --- °�°"° 727230 -71 BLDG. 21— 05.1 ......... r . 4ppeow t° OW NCI APVAOV — • 1 1 1.1. , .I' o r t i 1 ' I • I i h . ,, . r4 .1r . . . ' . l . � 9-. I• 'I r• I• I I t 1'�`t' � I I 1 I . 1 I I' . 1' 1' I' I' I'I'I't�l'I•t'I I , _ -. IfO 'eat c' uewnwrei ue•w www _ • .