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HomeMy WebLinkAboutPermit 6654 - Boeing #21-05 - Storage Racks6654 boeing #21-05 rack storage 3417 south 120th place Permit 6654 - Boeing #21-05 " RACKS UBC EDITION (year) 1988 SETBACKS: N— S — E— W— FIRE PROTECTION: Detectors ® N Sprinklers 0 UTILITY PERMITS REQUIRED? 0 yes Q No (through Worksl Public ZONING: BAR/LAND USE CONDITIONS? O Yes O No CONDITIONS (other than those noted on or attached to permit/plans) CONTRACTOR OWNER PHONE -- on. Boeing Military Airplanes •" 544 -2975 ADDRESS P.O. Box 3707 M.S. 46 -87 Seattle Sea WA � -220 7 CONTRACTOR OWNER PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS 3 4 1 7 S 120th P L Install Pallet Racks APPROVED FOR ISSUANCE BY: BUILDING PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) • ::DESCRIPTION BUILDING: PERMIT: FEE; PLAN.CHECK: FEE BUILDING:SURCHARGEU: :TOTAL ! FEES : AMOUNT:<:: PROJECT '..INFORMATION' PLAN CHECK NO.: 91-156 SUITE # VALUE OF CONSTRUCTION - $ ASSESSOR ACCOUNT # 102304 PROJECTNAME,TENANT Boeing 1/21 -05 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: ® Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: usg., FLOOFifil SQUARE OCC. SQUARE OCC. SQUARE FEET LOAD FEET LOAD FEET TOTAL OCC. LOAD SQUARE OCC. SQUARE OCC. TOTAL TOTAL FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD BUILDING OFFICIAL DATE: 5" SIGNATURE: PRINT NAME: 1=� I hereby certify that I have read and exa ined this permit and know the same to be true and correct. All provisions of Iav 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 permit. DATE: - - C O M P A N Y : 10,000 This: permit;shali`become null and void If;the wo /snot commenced with/ ..180 days fro t, a data t rfssuan. ce, ar if. the work: is suspended or;abandoned fo period of 180 days from the:last nspectlon CERTIFICATE OF p I DATE ISSUED: OCCUPANCY NO. w PERMIT NO. CONTACTED L =C fl Q C F_C� DATE READY 5 - ' _ 9 i DATE NOTIFIED 2nd NOTIFICATION f J „_ � � n j `'( (I ) - S BY: (init.) PERMIT EXPIRES AMOUNT OWING ._ �j ►� 3RD NOTIFICATION BY: (Init.) INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) P4C4 SQUARE FEET OCC. SQUARE LOAD FEET OCC. I SQUARE LOAD 1 FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. INIT: INIT: INIT: INIT: 5-3 t --c'1 INIT: FIRE PROTECTION: Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: 9 j 74 ZONING: BAR/LAND USE CONDITIONS? Yes REFERENCE FILE NOS.: TYPE 0 CONSTRUCTIO : IREME U I ....::....:....:...::. Date Sent - MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes PUBLIC WORKS LETTER DATED: Date Approved INSPECTOR: 97- BC DITIO (year): ART BUILDING - initial review g FIRE PLA NNING r , C BUILDING - final review Li REVIEW COMPLETED APP OVER -r.) ( ROUTED BUILDING,PERMIT APPLICATION TRACKING CONSULTANT: w- TOTAL OCC LOAD 08/17/00 SITE ADDRESS SUITE # 3417 SO. 120TH PL. B LDG. 21 -05 VALUE OF CONSTRUCTION - $ 10,000.00 PROJECT NAME TENANT B TARY ATRPLAN ASSESSOR ACCOUNT # 102304 - 9069 TYPE OF Now Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: Q Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: INSTALL PALLET RACKS BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: AIRPLANE MFG. EXPLAIN: WILL THERE BE A CHANGE IN USE? (X) No U Yes IF YES, SQUARE FOOTAGE - Building: 90 OOU Tenant Space: Area of Construction: 4, 896 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: <' D.E S:G.R.I.P.31 •.N g...: <f } AMO:U.NT : RCP:T;: # .:.; B111LDIN .C3 >..P.aRNII:T> >FEE4.:. P LANGHECK ? >REE >.., M .... • ,l b ,..,. ::. PHONE 1. - • . ADDRESS ZIP •. i-2217 • • :•. 1 u '• -: : .: .:40:00:'.. EXP, DATE : <:):::.,; >:.:;:< >.),:; :' ::................... BUILDING <SURCHARGE 9 5i`" s .gi ) .. >; ENERGY;- SUECH'ARGE:: <<. . >::::. ,:�: <)` k< >: >: <::;: :: ;;...)<,:..:::.: OTHER � ,�:. ...::,;. F.v+• :<•: PHONE (206) 544 -2975 PROPERTY OWNER R(?FTNG MTLTTARY_ATRPr,ANFS PHONE (216_1_544 -2975 ADDRESS • • :•. 1 u '. -: : WY .: ZIP . �— � � • - • CONTRACTOR 130FTNC; MT ,TTAR1' ATREJ.ANFS PHONE 1. - • . ADDRESS ZIP •. i-2217 • • :•. 1 u '• -: : .: WA. ST. CONTRACTOR'S LICENSE # BOEING -294ML EXP, DATE ARCHITECT :.• L, u I. r : \ • :AI PHONE O. I 1 - • ADDRESS P.O. LOX 3707, M/S 46 -87, SEATTLE, WA,_ • ZIP 98124 - 2207 {;: >GER� ; I ., .:: ,. <: •; ..:: •:..` � � : � � : : ; � •:T � ,:• I::H IREE3Y : • . .....:...... :...:. ::. T1F1!..HA`f.,. AYEREAC�ND awXA .:IN.E.GTHLSA <.:PhCA� Np r KNOW THE SAME. O ..t3E..;< {��: TRUE 'SAN >CO:R..ECT�'.Nt? % ".' < -, ° ''• R ,.A f c�;:;T A R ZE) U: API�f: Y>` � .. C� Ns' f` ll�5.: I?< r1� M 1< CI:< �: �.::.<...,...)•:,<.; BUILDING OWNER AUTHORIZED AGENT ' SIGNATURE �.. /'/ DATE 04 -19 -91 PRINT NAME , TERRY BENNETT PHONE (206) 544 - 2975 CITY /ZIP 98124 -2207 ADDRESS P.O. BOX 3707, M/S 46 -87, SEATTLE,WA. CONTACT PERSON TERRY BENNETT PHONE (206) 544 -2975 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 PLAN CHECK NUMBER PETERSON JOB (1901050 -02 BUILDIN PERMIT APPLICATION FEES (for staff use only) 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 tho 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 Permlt•9oordinator at 433.1851 prior to submitting application, In all- ccocc, a•vaivation.amount.should be entered bylhe 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 oiticial may extend the time tor 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. 11 you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433.1849. DATE APPLICATION ACCEPTED aca C I) DATE APPLICATION EXPIRES • lo aa--ct I �� 5C..o � COMMERCIAL— '•• cori,poti)d ••••""'''• , • •.•. ••• ••••. • • • • ••••••:,• • :•• • , . E I Topogiaphical • . . . • Energy calculations stnmpod by u Washington Stata et or atchitect';', •• • • ". •••••!: • ... Logal do&cdplton • • • " • •• .. :2 VioNng orawirigs,stsunpoo by a . ■t' , 1aSt4r . 191.0n..Staqiicbiisoci...:,. , ...•••:'..•,.. ;; . .,..„.• ; • • architect, 'which. , • .. • •••• • . Site plan ....! ■rc;)itoctiiraf drawIn ; •;•••' .• • ! SttJural cfraiiIngs• • ."....;'.;.•::•"•••••••'"•'''''''' • ••• ..•••! • .:••••■ • Laridscape:pl-:::::• RA CK STORAGEH C°mP • k;ted buil p9 • ..• •, •., . . • • . . . Two (2) etsofri ta IncIU ,•,.. . . • : 1! Entire spa wharo rads will be Joca • • Exit door! • • •„ •• •• Tenant 'spac.9 lkxr - . . . and bx C.4 tam pod by a Ov0 • RESIDENTIAL • • -•..• • . • : . . . HEW ............................... Complotod SULMITTAL CHECKLIST J c. ,.,Wit/ p9rn tit! P c . . •• .:.,..; ; :: : :'• . ' , :i.. . ...:. ,. . . .. .. 1 . Six (6) sets of civil drawings ...:. ,..;: .. y... ' L--„, r " ' •••-•• ' ' ' ' ' ....:... -' • ..• d. sPI ! $OO u illy poinit ii pplIcabon an ,.., ..,.. ..,.;:,. h'i.... 1 c.. __ - - t • subm ittal ,,. • .....,...; : .. :., ..; uittal rocuiforler11'.:":' ' . . .'....„. :,:. ..' ,:•:.;..... . . Logal dOscriOjion''. [ J Assessor Account 1 Twes'ets (2) al wor}Jri drowi . . . „ . S49 pI FO<Jr014Cif): ••••,.±.' Floor. p4n:. B strvctu r0:1*(6 1 1:04iii'i'' fl • :• • Wasilington'..St4ii••••,46igY;CO40 •••••••.' ompetad ubhty pon aPP1 • t • i46:010s,JriOwfr19'..u11.1109 . ....... . NOTE: Building sitopiarisiridijtifitY 6/.14 plan rpay bo comblno :;* utility permit applicalioh424,chocklist lor;:Specitio.spbmitt4;...requirotents Acicit■orial topogroPhicol and sous ioto reCiuked if IJniquo sito conditions, '• '::* . ... . . • ... • . CO MM13CIAL . 010 ..1 10 '114 00.91 1 rti.' ... .:.. . ... ... . gt.n. ,,:?...(....?.?•;..:.„:::::..i:';'. ....- dllY.t0nq '.. ro: foott' .......... hii■00 .. (common .' • 'Or....01f.-.:",.....',.."." .: ..::,,,.,;....:,..'... 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'7rfS'f6..66'699.'.(3'i'''''"' :... thic • ....9!!:k....`.7..7.7.,.•••,...'..:a115Li66(bral..!ri?1,.,...;.,..!..........;,....,....„..,.:...;•;...;:„:.;;,;,,. ' - ...' ...--.4Yb.41...r90119•''' '''':'"':'''" - . taiidlity P9rall: . .,,.. .....:... . . . . "'' P11644.0."''..04kNO:::i4 .'''' - • ,,,.......... . . ..............-,.. RROOF n . . . .. ' 0 rarIoqI • 0 6 : 64 O. . r n Jum " ans':•yv 0 f917:: ••••• • On) 1004.N,01) 9Nli,,Oti011Ontion• (Ono' lar, oath struc . . , . • . 4 445 .. . . • • • X REROOFS • • •:;.::.:; 0t, which Includo . 04:4; ' . . . .. rol'oro.'utilit permit applicatioit. . , on9 for'oach striJojto 5 prior iO final inspoction ands1907.,1 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Er ' TO: FROM: SI�.�1�\ 130±-e. DATE: MEMORANDUM SUBJECT: `e42_, COA C i- Rcd< tSt O1( P. PHONE # (206) 433.1800 I � la V la = lLL I< X la = a1Lp _L - "No OLIO HL-fo o loo = 1 4.50 1`e ,90 Gary L. VanDusen, Mayor PROJECT: ...)-4 D PERMIT NO. SITE ADDRESS: 1 34/ 7 _______________ DATE CALLED: 3 — 2,3 — '7 1 , — 0/ ( - 67fir . ) " . TYPE OF INSPECTION: —r _.- 2) DATE WANTED: S Y — 7,47 SPECIAL INSTRUCTIONS: REQUESTER: yu a e PHON NO.: 5- ‘5041- 7 E,,A0 INSPECTION RESULTS/COMMENTS: q C i / — 3(0 V6 INSPECTOR: --(---Z--- DATE: TWP9 / CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 1NSPECTIOK RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Project Name Address „ "Retain current inspection schedule Needs shift inspection pproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hoo4 & Duct: Halon: Monitor: PrerFire: Permits: Autho FINALAPP.FRM 4111111••• City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 bt 5 ,* L ure TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM MCIIMMINNI 4111■111.6111111. ( Control No. Permit No. "459 V Gary L. VanDusen, Mayor Suite # Date I- /56 T.F.D. Form F.P. 85 BOEING MILITARY AIRPLANES 21 -05 BUILDING COLUMN LINES 1 -2, A -B STRUCTURAL CALCULATIONS FOR PALLET RACKS AND METAL SHELVING JOB #901050 -02 May 3, 1991 W. E. Peterson The Boeing Company Developmental Center Seattle, Washington Approval v NV 'Q.o SY � �' 1 � sl�NAL 6N 11 1 RECEIVED CITY OF TUKWILA MAY 14 1991 PERMIT CENTER BMA Fckilities Scottie, Washington PALLET RACKS & METAL SHELVING 21 -05 BLDG HI -BAY Col's 1 to 2, A to B PROJECT: N. PEDERSEN / 2C1 @ 544 -7849 Planting kchilecturo Engineering DISTRIBUTE LOADS PER 'IBC STANDARD 27- 11(e)2 SHELF Vi h M FACTOR 32P910409 roa "0 901050 -(52 DESIGNED BY: Wm. E. Peterson APPROVED BY: SHEET NO. I / oATE 4 -9 -91 Ora. \■So 121- Ova --t ()DI � Eg. J0i *ct1 011'3 1`oR SIEC5,4 PROP, SINGLE UNITS 36" x 36" @ 2 1" oc & 77' -. (j" HIGH, DESIGNED FOR 500 # /SHELF Using/02% utilization for seismic loading & 15# DL per shelf. & the 1988 UBC Chap. 23 V= (ZIC /Rw) x W Z = 0.3 (Zone 3), I = 1.0 & C = 2.75 max. Considering the units to be concentri /gpp braced frames Rw = 8 � 5) V = 4 `JI' x5 0.3x1x2.75= 8= 0.103125 x /5' ll r� _ - 1 # SUM hi = 2.5 +1.75 =4.25 +1.75 =6 +1.75 =7.75 to centroid of load. " M " = 2.5 +4.25 +6 +7.75 =20.5 x 53.11 = 1088.755 #' VI Fi x hi OTM 4 53.1x7.5:•1089= 0.365702479 x212.5=77.71177678 x7.75 = 602.26627 #' 3 53.1x6+1089=0.292561983 x212.5 = 62.16942138 x6 = 373.0165282 #' 2 53.1x4.25+1089= 0.207231404 x212.5 = 44.03667335 x4.25 = 187.1558617 #' 1 53.1x2.5 +1089= 0.121900826 x212.5- 25.90392552 x2.5 = 64.7598138 #' SUM 212.4 209 .8, within 1.3% 1 227.16 #' OTM c to c posts = 35.16" T = C = 1227.16x12+35.16=418.8259385 # Ptl posts = 515x4 =2 =1030 # Max. comp. P = 1030 +418.8= 1448.8 # UPLIFT T = 1.5x418.83= 628.245 - 1030 =- 401.755 =- 401.755 NO UPLIFT V = 212.5 +2= 106.25 # since the bot. shelf ties the two posts. CONSIDER THE TOP SHELF LOADED ONLY: OTM = 15:515x1227.16= 35.74252415 D.L. OTM + 500 +515x53.11x7.75x1.15 = 459.5561893 L.L. OTM + 35.7 +459.6 =495.3 T.L. OTM P tl posts = 15x4 =60 +500 = 560 +2 =280# T = C = 495.3x12_ 35.16= 169.0443686 # UPLIFT T = 1.5x169.05= 253.575 - 169.05 = 84.525 # BASE PLATES; See Job # 910113, Ptl 4,864.2# >1,448.8# so O.K. Conc. stab & soil is OK by inspection. BMA F6,ilities Seattle, Washington Planning ir Architecture M1, Engineering 32P910409 PALLET RACKS & METAL SHELVING 21 -05 BLDG HI -BAY Col's 1 to 2, A to B PROJECT: N. PEDERSEN / 2C1 @ 544 -7849 JOB Ho. 901050- 02 SHEET NO. 7 _4 OMB 4 -9 -91 DsammBY: Wm. E. Peterson APPROVED B Y: BACK SWAY BRACING BASE V = -9:-584 kips per 3' of shelves. (Feor' Fes, I) Ft = 0.6 1.33 = 0.6x50x1.33 =39.9 ksi on gross section. Ft = 0.5 Fu x 1.33 = 0.5x65x1.33= 43.225 ksi on net section. Bracing is 1" x 14 ga. strap = 1x.0747= 0.0747 sq, in. Net Area = 0.625x.0747= 0.0466875 sq. in. ALLOW = .0747x39.9 = 2.98053 kips & .0467x43.225 = 2.0186075. kips 5/16" 0 bolt allow 1.8 kips single shear. T = 60 +36x0.M.= (1 + e35"3 - < 1.8 kips O.K. BRACING EVERY REQUIRED. I1 G �*�y Jd�� SIII I . $ /©i 1 5'S 5.01 L6ASSO oo �a4," Der--r) SIDE SWAY BRACING T = 53.8+364 0 '3 kips < 1 v Vi SAME AS BACK BRACING AT BA SINCE 1. I.E. ONE SET OF BRACING IS GOOD FOR ( STACKS 51 N C - Terre -).' 5 r2 IN A IZO o..) rr 1 ry CHECK COLUMN STEM & WEB t = 1/8 ", Fy = 50 ksi Ag = 0.365 sq. in. An = 0.316 net Sx = 0.0584 in3 PET' rX = net Sy = 0.0314 in3 NET Vi= BENDING ABOUT X -X AXIS (FRONT TO BACK) FIRST SHELF IS 4" ABOVE FLOOR M = 0.(,..p+2x4x2+3 =0. 2421- K" _ K F' _ f 4-y 7 kips fa =01.6 :.316= fb = 0.2 4- '(p ksi KL /r max. - 1x21- .314 =. (p� Fb = 0.6 Fy = 0.6x50 =30 ksi .8 kips O.K. 8 - 4,32= ;WS OF SHELVING. sq. in. 0.4-(p 14, 0,314 IN, factor for fixity) ksi Fa = /G,74 ksi -r4aLc — 3� 'INTERACTION: 44 1 = 16,1¢=0. 27'S & 446.1.30=0. 0,16 Z. 0 . "3 +0.'7 = 0,5 1 O.K. Cc, SA 5 W/ r 1 S 1I■t )40,s•),0 < -3 3 BMA Facilities Seattle, Washington PALLET RACKS & METAL SHELVING 21 -05 BLDG HI -BAY Col's 1 to 2, A to B PROJECT: N. PEDERSEN / 2C1 @ 544 -7849 COL. vr1 N 5 CHECK( INTERACTION: fa Plowing Architecture Engineering 32P910409 1OB N0 ' 901050- c2 DE9CNED BY: Wm. E. Peterson APPROVED BY: BRACING: 91EET NO. 3 /1.,3 °AIL 4 -9 -91 D oT o F s r (� zg,s'''MOVE .FI.Oom, =3 - 4..x1/4 ;7 = 4,61c/3 kips St.1.6WEiS M - 4, 'x 02/3 x =4 - 0, 7 Z _ K„ 4/Cis for the space between bracing 514 D,213. 3 � # is base shear' reduced to ht. +2 is for moment top & bat. x2 is for bracing every other bay. : Z fb = d :.0584= 12,3 i <si =0C/ j +0.316- 3 4 KL /r =17 : 0-46= SUM /2,3 +30= p 1 9' l & 3,46 4z7 • 0 , Z' = 0, 0 +Q,2. .= 0 /: l < 1.33 2/--4 ./'7'' , .i :1 x 0.213 x Z x 2 21 COLia,� = .�i3 $ W -1 2.3.3 -; 03o = 0,71 D -- 0,71' 4 012 = 8 L h . , 3 c7 rETw, e. BENDING ABOUT Y -Y AXIS (BACK SWAY BRAC�NG) /• �l P 500! 15=515 4^÷2= )d l o # )( -� 772, f i 1wr•rN 0'H° ,S #- 1 / f 2.. / '7 ' rFo'c77Ve Id M = .i- ' rx0.+S- 2 =0.41K" ) - / ge = /,17 fb = tie. 1,17- .0314= $7,4 ksi Fa =-23,7 ksi Fb = 30ksi fa = 0/7M-4:0.316= t 4-4- INTERACTION: 2144 2 =0. d' I & 7 j. -30 =8-r-4 117.? . SUM = Q, I +03 =iii. L 33 =1 .33 O.K. P /• )a3c _ 7 , � .._. 3 -€2172113 ,,,. � 436 S r -c_ X --- . 0, eke 0-� a a� `� .� .... /..off - 4 o ,� tI .-e , �. 2 11116,-71 °, /Z7.- f 27 BMA Fd,,ilities Seattle, Washington PALLET RACKS & METAL SHELVING 21 -05 BLDG HI -BAY Col's 1 to 2, A to B PROJECT: N. PEDERSEN / 2C1 @ 544 -7849 - -Nth DE l ) bviretAke LI-1- 3 gl ,_N)fV i 1 `ALT 7 i ( )'/2'4 xO.5' / KWIK bot, AT EAC1 ,r\se.. PL. T CP, EM6E0 4y D O1..1T EU JA 3% , .1 , -o Planning kchiteeturo �, Engineering 32P910409 '°8 "o• 901050- OZ. oES+GNED 9Y: Wm, E. Peterson APPROVED BY: C�tic, 0 P4T .. SHEET NO.4 / ` 3 DATE 4 -9 -91 SI.AL 00 •GZAG (Sob P5F L SECT( O LJ ' MOTE -- LoAO Lt►.•ct 5160 oU Low EL 5 H ={.F 1%/1f x1Ma1.A c 0 vd i 156 tJ U1Fo2.F4L'C DtsTQ,16t7 e PP: BMA FLilities Seattle, Washington PALLET RACKS & METAL SHELVING 21 -05 BLDG HI -BAY Col's 1 to 2, A to B PROJECT: N. PEDERSEN / 2C1 @ 544 -7849 h� =12 f 1 1317r Planning Architectur i Engineering F2 = 5.25x.25+147 = 0.333 F1 = 5.25x 5, =0. SUM 32P910409 J00 NM 901050- d DESIGNED BY: Wm. E. Peterson APPROVED BY All steel ASTM A 570 GRADE 50 (Fy = 50ksi) Base Plate use A36.steel (Fy = 36 ksi) Uprights are LF75 & are 3 "x3 "x0.090." Base Plates are 5 "x7 3/4" xi" Beams 10 ft. spans LH 351 BEAMS: 10 ft. spans, w = 5,000# per 10' = 500 # /ft. per pair. LH351 INTERLAKE load table allow .5940# @ o.637" defl. 120+.637=188.3830455 UBC Sec.2309•(b) 1/120 is OK for walls with flexible finishes which is 57% more deflection. 12 spans LH354$ al low 6 defl . &609 .bending dell. 1 for 5,000# & L/d =/9Z , OK per above. SEISMIC: Ref. 1988 UBC section 2724. 1988 UBC STD. 27 -11 may be used. Using 1988 UBC STDS 27.1108 (e) 2. V = ZIKCSW Z = 0.75 I = 1.0 CS = 0.14 TRANS. DIRECTION using K = 1.33 for X Bracing V = 0.75x1.0x1.33x0.14 = 0.13965 or 0.14W W = 5000)+5 + 250y3 = 15 ,75'0# Base V = 0.14 x15∎ Using Fi = V x wihi /sum wihi L , Where w1 = w2 _ W.3 = 5 + .25 =5.25 h1 =4 + I,ZS = Sr ZS h2'=. $ + 1.25 = �, Z17 sum wihi = 5.25 (Sits+ 9,?$ t =0.73 -o,4 , 2 OK SHEET NO. 5-J l oATE: 4 -9 -91 BMA fd,:ilities Seattle, Washington PALLET RACKS & METAL SHELVING 21 -05 BLDG HI -BAY Col's 1 to 2, A to B PROJECT: N. PEDERSEN / 2C1 @ 544 -7849 K Strut load =1. g1.44=-3 Z, kips L - 1.414x37:52.318" r = 0 min • I. /r = 52.318+ 01¢67sc /6 7,+ Atlow /Z, '.$ .3;3 P/A = ' , Z. +.3146= / �� ksi < /7,Z ksi Check Stability 0 . 73 x9.Zs= ,7r 0.42. x 5,ZS= ,Z SUM ZZ,Y K' OTM R = TOP LEVEL ONLY: Plau:ing Architecture Engineering 32P910409 ,O8 NO. 901050- 02 DESIGNED BY: Wm E. Peterson APPROVED BY: • �iSu r't�5�"Irr, SPe9. SHEET,NO r �z; c c= / 7 Z. dK 22,q f,. DATE: 1 1.4 'A 0 RESISTING MOMENT - 5.25x3x18. + 12= Z¢ >Z2, OK MAX COMP = R = ZZ. 437x12 =Z fS• +3>e.5.25÷2=7 = 7r431 /5 kips MIN COMP = R =- -7, +7i =0. NO it NO UPLIFT CHECK WITH TOP LEVEL LOADED ONLY ' V = F = 0,14)(5.25=0-735 Ut3 "ETA - VW a OTM = 0.735x13.25 =9.74- x1.15= //,2E e RM = 5.2508,5+12=8.09375 CHECK FOR ANCHORS' FULLY LOADED RACK: OTM - 14 22, _ � K' + ~ 34',35 +37 x12:- /), /4 , + ?o q = Co,-'p = —ICI I4~ 4 7 '? - 1,Z+ UPLIFT OTM = 1.5)(912-.044 K R = ÷37x12=5.4 S f2.63.= g,e;Ig COMP -5.4+2.63=-2. g2 UPLIFT DESIGN FOR K uplift 2- ' "0 HILTI Kwik bolts allow 1.75x1.33x2= 4.655K According to the SEA Seismology committee there is no uplift recuirement if the DL is as little as 75% of the uplift. In this case 7' d i.= 1 I, /4 = 0. which is less than 75%, but close. So nominal uplift capacity is OK. 3 ,2 BMA FLilities Seattle, Washington PALLET RACKS & METAL SHELVING 21 -05 BLDG HI -BAY Col's 1 to 2, A to B PROJECT: N. PEDERSEN / 2C1 @ 544 -7849 LONGITUDINAL DIRECTION: FRAME MOMENTS: STORY SHEAR COL M 3 COLUMN: The LF75 is the same as the LU75 for column action. Per load table allow 34)$Q# for46" unsupported height. Design Comp. = z2,1 +37%12 =7, Z +7q 1= /S /4. Allow Comp = .3 4,n 1.33 +2 = 22, > /3, nj OK Design M = )<8.5 +2 +2 =4, - . K" fby = 4- +0.5849= : 2•44- ¢- ksi Fb = 50 +1.65 = 30.3030303 ksi fa = /S, + 0.7851= 14 fa /Fa + fb /Fb = f 9 .2,l +�� 64.. •�30 .3 =0 . Z� SUM = 1, / 2 <'1. C71 V = ZIKCS W CS = 0.14. K = 1 Z = 3/4 1=1.0 V = 0.75x1x1x0.14 =0.105 W I r.7r W = .--- &6'a' per sht. BASE v = 0 OTM = .0.105+0.14 _ K' RM F.S 3 �" = 5. 25 x = /5.���5+ 12 •_ q( s' K . = X1'(0, ,+ l'7/ Z.. 14 5-, ctii , BEAM M )44 K 11 ,sir 22,)7 e. I i�. Fleming Archilectur Engineering 32P910409 JOB "0 ' 901050- O DESIGNED BY: Wm. E. Peterson APPROVED 8Y: SHEET NO. 7 /13 DAB 4 -9 -91 .105x/S l,1G+3 kips > 1.5 OK 5 3 S 4J = ' °6 - ?< L � e 4 z , ∎ ■aMt COL kJ= 0, tiX 48' -6, eoW I : 1 33 4 27,13 1307 : 2.3,' assumming 50% fixity @ frame base. BMA FC.iIities Seattle, Washington Plonning kdutectu Engineering 32P910409 PALLET RACKS & METAL SHELVING 21 - 05 BLDG HI - BAY Col's 1 to 2, A to B roe No. 901050- OZ 'OESICNED BY: Wm. E. Peterson SHEET NO. 0 / ) 5 DATE: 4 - - 91 PROJECT: N. PEDERSEN / 2C1 @ 544 - 7849 TOTAL MOMENTS M CL = Mend = — 114E4 E • ViA E. .:.: -x} 12 .1 13451l • CAL « PA r' P DEL • PER BEAM: / 'se 2 =3O -" 9' APPROVED 8Y: For gravity loads the connections act as semi -rigid w/ 2o% fixity. • Gravity M CL 0.10 WL = .1"5" 49.6f)-K".. '7Z X' /1 Mend = 0.025 WL =.025x5"1 K" 1 g I X 430, I2 tEi Li, oWED level 1 2 5 > ROT/ O s+�r. So 2 0% Fv.rrf I5 0, ), 18 +37.) = S -0 1 +2 = 27,SS' K" 1 + 22, 3 7= 40,•37 =2 = Zo, a W 1554 ::-34,1? *; 2 - /7, 4» �t Beam used LH354- Sx - in3 ), Sk'l 3& 1,5•4-5 cos fb = 30 :a .2983= 23-- 1.94-1.44i- ksi , OK Beam Connections: special 8i ". 4 -pin allow M = 22.59'1.33=30.0447 ) Z7,S' OK CHECK COLUMN: Max M = ,a +2= 23 ) x" per column Max Vertical Load = 5 +.25 =5.25 x'3 +2= 7 K per column fb = z 3, 1 - 0.7948 = 2 a/,, / Fb = 0.6x50"1.33 - 39,9 ksi T NTERAC I ON : 1, `I 22,1 .0 1 .r . ' a DA ) ' +39.9=0,73 0.5 =1,05 1. b This calculation was done; as if there were only one frame per set of beams. This is .normally almost true with a long row of pallet' racks. In this case, however, there are till.rxee frames for t-we sets of beams. So the interaction value becomes about s 2,- 3- x I, .06 _ 0. 9 < 1.0 OK (� F ► 5 A I s T 'o BM5 m z X 1, n�= 405•4 <1,n �a c-so D K• '-- Spfc;,;t' - 8^ %z:�:..4 -�u. �tP it/ _2 x9 2. ;... .... ..._. ;2..V Pr/SNt c:.•..1.0A3S : "aG • .._ • ;_ !Pi 7 ?0,12 _:. Maximum 07 k ke / Ji ` S S',M /1 ► CONSULT FACTORY I . 10 . Frame Capacity Chart Lod e .F /w/i- E s C ONFIDENTIAL UST PRICES Effective February 15, 1988 UPRIGHT FRAME CAPACITY CHART � 3 c��+G • Floor to top of first beam or maximum beam spacing (whichever is greater). • • Contact Engineering Department for usage limitations at these shelf heights: •• For beam lengths over 108" reduce frame capacity by 7% (0.93 It is recommended that LU21B uprights not be used with beams subjected to ledge loading in excess of 7500 lbs. per pair. LU•21 B LU -258 LU -278 LU -75B LU -778 LU -79B LU -958 LU -99B iI1IiJ Ofd UPRIGHT FRAMES There are nine basic Interlake upright frame models in various sizes and gauges. Vista Green paint is standard. LU -21 B, LU25B and LU27B are 3" x 1.5/8 "; LU75B, LU77B and LU79B are 3" x 3 "; LU85B and LU89B are 4" x 1 -5/8 "; and LU95B is 4" x 3 ". • HORIZONTAL AND �IlN_ALBRA ___, Frames with 3" x 3 columns use 1 -1/2" x 1-1/2" channel rames with 1.5/8" x 3" columns have 1 -1/2" x 1 -1/4" channels. Extra deep racks and larger size uprights have heavier bracing computer calculated to carry heavier loads. UPRIGHT FRAME FEATURES There are absolutely no dead spots along full height of column, per- mitting beam placement freedom. Each column has a foot plate pre-punched for lagging to floor. COLUMN FACTOR OF SAFETY Based on minimum yield point: 1.92. All columns are high suength low alloy steel with 50,000 P.S.1. minimum yield strength. IU853 4 x 1 -5/8 0.090 0.992 2.387 0.6726 1.4225 0.7113 1.4498 2.0000 0.2808 0.3065 0.6461 0.7193 1U898 4 x 1 -5/8 0.120 0.992 3.112 0.8793 1.8180 0.9090 1.4334 2.0000 0.3523 0.3812 0.6329 0.7193 ((1958 _ •4 x 3 1M 0.090 0.992 3.228 0.9201 2.3685 y 1.1842 1.6008 2.0000 1.1912 0.7312 1.1378 1.3708 Code Of x CD (In.) ' t (In.) Lip (In.) Wgt. ( # /Pt.) Area an. 2 ) X - X AXIS Y - Y AXIS ' I (In. 4 ) S (In. 3 ) r (In.) y(In.) I(In. 4 ) , S (In. r(In.) x (In. ) OA 1 +5/8 x 1 0.081 0.440 1.195 0.2902 0.1243 0.1511 0.6545 0.8225 0.1038 0.1188 0.5981 0.626C i112111 10258 3 x 1 - 5/8 14+9 0.071 3 x 1 -5/8 i7.41 0.090 0.742 1.558 0.4307 0.5448 , 0.3632 1.1205 1.5000 0.1693 0.1957 0.6269 0.7602 0.742 1.942 0.5376 0.6683 0.4455 1.1107 1.5000 0.2056 0.2377 0.6185 0.7601 0.7606 I8• 3 x 1 -518 1 ;.Iq 0.105 0.742 2.221 0.6196 0.7595 0.5063 1.1029 1.5000 0.2319 • - 0.2681 0.6118 556B 3 x 3 taut 0.090 0.742 2.784 0.7851 1.1923 0.7948 1.2291 1.5000 0.9171 0.5849 1.0808 1.4320 1 U7 3 x 3 0 0.105 0.742 3.214 0.9083 1.3645 0.9097 1.2224 1.5000 1.047 0.6677 '1.0737 1 7 1079E 1098 3 x 3 192 0.120 0.742 3.635 1.0293 1.5295 1.0197 1.2157 1.5000 1.3708. 0.7465 1.0665 1.4315 4 x 3 • +9f.1L 0.120 0.992 , 4.234 1.2093 _ 3.0600 1.5300 _ 1.5871 -2.0000 1.5286 0.9379 1.1243 1.3703 :44. 14 coLMAI INTERACR 30 SECTION PROPERTIES FOR PONTIAC AND LODI COLUMN 2 -15 - SPECIAL COLUMN SECTIONS • f Interlake Loy._ edition She Shelf B m Capacities LPR -15 CONFIDENTIAL LIST PRICES • & "refer to page IPR•14. $ F E-OE 1 I 41 6? • "Oulck Ship" Items. 19 NOTE: For beams longer than 90' that support decking, we suggest the use of snap .n cross bars for skated beams to reduce the possibility of beams spreading apart. c , • T � 3Y ` ` ■ Effective February 15, 1988 15 MAX. UNIFORMLY DISTRIBUTED LOAD CAPACITY (LBS. PER PAIR) / 1 / H 1M • r 1 - rs 4 • N1 • D 11 . 1 ..,__e__ 1 I LH3348 U13518 LH3548 113648 LH377B LH38713 Eh deafa,• ASV • _ -• I ** ._ Nam • Ai5l Waxer ••.••• Deneaba• AtS1• t A1S1• • Spec spec Sac. SOK. Soot Spec SDK. Spec Span Cap. Deb. I Cgs 0.1. C. CO. Cso. 00. C o. Dee. Cap. Del Cap. De 5. Cap. Den. 9210 0.212 9 13703 0.168 15120 0.156 15120 0.155 15120 0.111 15120 0.111 15120 0.039 15120 0.069 7990 0.285 7990 0.285 9770 0.226 9770 0.220 Bate 022 11870 0226 13270 0.211 13270 0.211 15120 0.172 15120 0.172 15120 0.133 15120 0.138 0 7790 0.300 7790 0.300 9520 0.238 9520 0.238 11560 0.238 11560 0.238 12420 4713 12920 0.223 15120 0.186 15120 0.186 15170 0.150 15120 0.150 7410 0.333 7410 0.333 9050 0.264 9060 0.264 11000 0.264 11000 026E 12280 0247 12280 0.247 15120 0217 15120 0217 15120 0.175 15120 0.175 6910 0.385 6910 0.385 8440 0.306 8440 0.306 11440 0286 11440 0.256 15080 0.269 15080 0.269 15I..., 0.217 15120 0.217 Z 6760 0.404 6760 0.404 8250 0.320 8250 0.320 11190 0.300 11190 0.300 14750 0.232 14750 0282 15120 0.233 15120 0.213 Z 6620 0.422 6620 0.422 8060 0.335 8000 0.335 10940 0.314 10940 0.314 14.420 0235 14420 0.295 15120 0249 15120 0.249 6.480 0.441 6480 0.441 7910 0.350 7910 0.350 10710 0.328 10710 0.328 14110 0.308 14110 0908 15120 0.266 15120 0.266 6350 0.461 6350 0.461 7750 0.365 7750 0.365 9400 0.306 9400 0.366 10490 0.343 13820 0.322 15120 0284 15120 0.284 6220 0.481 6220 0.481 7590 0.361 7590'0.381 9210 0.382 92100.362 10770 0.357 13540 0.336 d d 15120 0.302 15120 0.302 6100 0.501• 6100 0.501 • 7440 0.397• 7440 0.397• 9030 0.398 9030 0.398 10070 0.373 13270 0.350 15120 0.322 15120 0.322 '5960 0.522 . 59600.5:12! 7303 0.414 7303 0.414 8650 0.414 8850 0.414 9670 0.388 13010 0.365 14903 0.337 14903 0.337 5870 0.543 5870 0.543 7160 0.431 7160 0.431 6660 0.431 9680 0.404 12760 0.360 12760 0.360 14610 0.350 14610 0.350 8 5670 0.556 5760 0.565 7030 0.448 7030 0.448 6520 0.448 9500 0.420 12520 0.335 12520 0.395 14330 0.364 14330 0.364 8 5460 0.567 5660 0.587 6900 0.465 6900 0.465 6370 0.466 9333 0.436 12290 0.410 12290 0.410 14070 0.379 14070 0.379 5270 0.578 5560 0.604 6780 0.483 6780 0.483 8220 0.464 9160 0.453 12050 0.426 12060 0.426 13810 0.343 13810 0.393 106 5090 0.589 • 5460 0.632 • 6660 0.501 • 6660 0.501 • 8010 0.502 9000 0.470• 9000 0.470 • 11650 0.442 11850 0.442 13570 0.408 13570 0.408 106 106 4920 0.600 5370 0.655 6550 0.520 6550 0.520 7930 0.520 8840 0.487 8840 0.487 11640 0.458 11640 .0.458 13330 0.423 13330 0.423 100 110 4750 0.611 5280 0.679 6440 0.538 6440 0.536 7800 0.539 8690 0.505 8690 0.505 11440 0.475 11440 0.475 13100 0.438 13100 0.438 110 112 4603 0.622 5190 0.703 6330 0.557 6330 0.557 7670 0.558 8550 0.523 8550 0.523 11250 0.492 11250 0.492 12680 0.454 12880 0.454 112 114 4450 0.633 5110 0.727 6230 0.577 6230 0.577 7550 0.578 7550 0373 6410 0341 8410 0541 11070 0.509 11070 0.507 12660 0.470 12660 0.470 114 116 4310 0.644 5030 0.752 6130 0.597 6130 0.597 7420 0.598 7420 0.590 8270 0.560 8270 0.550 10690 0.527 10890 0.527 12460 0.486 12460 0.486 116 118 4180 0.656 4950 0.776 .617 6040 0.617 7310 0.618 7310 0.618 8140 0.579 8140 0.579 10710 0.544 10710 0.544 12260 0.502 12260 0.502 116 120 4050 0.667 • 4880 0.803 .5940.0.677, 15940'0.637 7190 0.631 7190 0.638 8010 0398 • 8010 0.598. 10550 0.562 10550 0.562 12060 0.519 12060 0.519 120 122 3930 0.676 4800 0.830 5860 0.658 7050 0.659 7890 0.617 7890 0.617 10380 0.581 10380 0581 11680 0.536 11880 0.536 122 124 3810 0.689 4730 0.850 5770 0.679 6960 0,680 m .7770 0.637 7770 0.637 10230 0.599 10230 0.599 11690 0.553 11690 0.553 124 126 3700 0.700 4670 0.683 5680 0.700 6860 0.700 7660 0.657 7660 0.657 10070 0.618 10370 0.618 11520 0.571 115520 0.571 126 128 3590 0.711 4600 0.910 5520 0.711 6660 0.711 1 7550 0.678 7550 0.678 9430 0.638 9430 04313 11150 0.568 11350 0.588 128 3490 0.722 _ 4540 0.938 5360 0.722 5520 0.744 6470 0.722 6660 0.746 7440 0.139 7440 0.693 9780 4657 9780 0.657 11160 0.606 11160 0.606 3390 0.733 4470 0.968 5210 0.733 5450 0.757 6290 0.733 6593 0.768 7330 4770 7330 0,720 9640 0.677 9640 0.677 11020 0.625 11020 0.625 Ft 3303 0.744• 4410,0.995 5070 0.744 5370 0.789 6110 0.744 6500 0.791 7230 0.741 7230 0.741 9510 0.697 9510 0.97 10870 0.643 10670 0.643 3210 0.756 4350 1.024 4930 0.758 5300 0.812 5950 0.756 6410 0.814 7M9 0.756 7130 0.763 9380 0.717 91360 0.717 10120 0.862 10720 0.662 3130 0.767 4303 1.064 4803 0.767 7030 0.785 9250 0.738 10570 0.661 10570 0.651 2690 0.600• 4130 1.144 • 4440 4600 6760 0.853 8870 0.1103 10150 0.740 10150 0.740 Z 2680 0.633 3960 1.239 4110 0.833 •d i 6510 0.923 6210 0.633 9770 0.802 9770 0.602 2490 0.867 3850 1.337 3820 0.1167 6280 0.997 7620 0.867 9410 0.866 9410 0.666 Fl 2380 0.889 3760 1.404 3650 0.889 4570 1.114 4190 0.889 5520 1.117 5200 0.889 8130 1.047 7770 0.387 6050 0.985 8900 0.689 9190 0.909 2130 0.944 3560 1.560 3260 0.944 •4330 1.254 3220 0.944 520 127 }4640;0.14 :' 5800 1.179 6460 0.944 7610 1.109 5010 0.944 8660 1,024 g 1920 1.000 3380 1.766 2930 1.003 4110 1.401 3520 1.003 4950 1.406 4170 1 ". 5500 1.318 5620 1.000 7220 1240 7180 1.000 6230 1.145 Interlake Loy._ edition She Shelf B m Capacities LPR -15 CONFIDENTIAL LIST PRICES • & "refer to page IPR•14. $ F E-OE 1 I 41 6? • "Oulck Ship" Items. 19 NOTE: For beams longer than 90' that support decking, we suggest the use of snap .n cross bars for skated beams to reduce the possibility of beams spreading apart. c , • T � 3Y ` ` ■ Effective February 15, 1988 15 t L I D ' a, d, z-, Bx Shat 7 1 ,. Sy, QX. kt 201 .07 2. g 2 � /w «3C�7 .' 2.116 .8R? 1,040 .>ba ;2604 .•741? .ewp .�_..Y.uwr r Y - _._r__w •.�._ K v .. 1116 . . • . .a7 3 , M_ 2. 3/4 •�_. (.Ch(.I ... • •..• -. ,5570 ._r.. . 1.1518 • . Hoar, ,1511 -•V.. ,41Zay W r . +..�_..-1/.. „cVLt1 . 311 b .011 3GAt., 2 1E/g, I.IbIt# .V2.9 1. I SOZ. .19 .SZ.ZZ •9ciG4 I^ZZS$ $7.15 .C71 14 b '/4 2. 14/g I.si oq .719 . 1.1891 1. 1.7` 5 .giao .8:49 1,01(ig 1,7391 l b .01 4'1w 7 1% 1.8`431 ,e.veg 1.1s5r1 16cit • Merpo 4,6 1,04:b1 1.245; 1 $'� U . �8'i 4 I /1t. r1 . � � I Va. -4.1. 2 �" COL.. ►•T 1 I. �i ,� !� q.�o 1 h'1 1.1 � o � .� �t 1 I.o ,,Ct. 1 1..,. 117 .01 5114. 2 ~ t .ociZ$ I05 •._ .� w.....� r 54b ,off 6 .. 7. ... ...... 1% ..�... .. r. 4 .36`144 ......•..... 1.5890 . ._ ... r. I.612q ... 2..9W1 ..w .� 15413 .e_. ... ..+. 1.0512 . •..... 1.0879 1.24 , 48 34x4 l?? 451 6 2. i 5. 1.'1 51 11E.).5 2.0(431,G/116 1,13o5 11008 1,270, $111e. .)th 4- 2 1 5 4 1.bi 91 7.3431 2 A52A 1,1101 2 , 13a5 041 1.1041 I. 77 4 3 t v8913 .10-5 V .014 1 R,19 3(, 2 01- 2.2240 : 4'5 ?ATV! 1;6$54 1.1 IM .,4 1 t+Ci•gC1H4 1. H % Sc.1).644 i 74H18alNi • 12/ NORTHERN STEEL 600 ANDOVER PAU,, EAST SEATTLE, WA 93188 (206) 575.1£71 tNSiDE WA 1.800.502.1085 OUTS :DE WA 1.800. 525.2503 -�, -4 - ....•• RI:.i RR, Pi Rq4 ELEI4. . � Ly - I NY I cy. x' Z x' l t x i • • r 9 (.1606, 1 (.6090 2.3547 -- _ -- -- . 1111 Q z .2550 1.•037. ,3579 •.5624 .000G .6537 •/667 ./O9a 1 Qoo6 0)x 2 1. 3003 .65 .84 .5497 .1832 • 71 Z7 : 9267 •6605 . - . 4.2//2 • 4. 0158 •4..45,3g% .3676 1.5390 . /123 :yJS11 Y • •/ • J IFtY OF INTERLAKE . • • • •. • 1 D.: • '' ` •. • • X -1- _ 0 : 5 . I • - • _.� __ .. ... • .__. - 4•.-• _ J 4 -,Z�/z Co74 ). • /4.= � 0.3/46• • • 4-..0 158 • ;3 Z /72- 693'.3b)'" •.: :: ,3,12 95 . • l (-4 :...1 • O.7 4S; -.4- 1* s6 .S ' :it 7 it .. : 1953x1 , . . 41 • . • • • ,04144i • • %J_ i 1 S. V 1 / t.../1'4 . 1 1 ••••• ••••••• .11sE1N_LF 2114. .E55 _ ?=wr .M4c. `ORDERE IHEO ;MIW. T .;_'OZf t DESIGN 7_NK. =' ~0 - .5�- __':'07.:47 . -.1997 RI _: •1 . 255 1 b 1.1 0 0 - ' • • T .., , 1.3003 14 • , , • DATE 5 - s'- Si Rz_ •125 +'0 7-- -.k 24 • •2- ..0063 . e.1b34. ,07. • 0•= .637 = .63 ,1 034 • : • .Z = •1 I\' . = 1.57 C.16z.f.) _ . 2550 I .149(1 $.149(16 z4 - , 0006 •• .3676 • ' 4. 8265 3;gzS • • • • 4/Sc SAC. 3.2 - /e w• /•3003 1 • . . t• 77'? ... • rr 5D r4;:" ..... - ... �i�1 •-: �-. • _ • 2 0.2GS;� X7.4'07 / • b 11 oar /3.467 •e.344.3.7r 14sj . • ./I f 6512- • • . ;f y - / ,•6.s / 2.. (• 0 7¢ 7 ) . .12-33 . /64;x. . 40 -``` • • 1. Z iosk1).go7)6ri : :. , �.: i Erccrrok • = 22••!03: 14" 3z6. . _.. _ • ; .4 � A =!. • . . • • • . • 1 • • . • . , • • $ . s 2 2- , /o ff , • . 73.7t� .• • • - 3 0, Q • oo . • • • •Atse.. 2. 5.1..1 , . • a QA • • _ •:737'1) :.737* - 4 ' 0 2.. • • CITY OF TUKWILA 6200 SOUTIICIiNTER BOULEVARD, TUKWILA, WASHINGTON 981R8 Plan Check #91 -156: Boeing #21 -05 3417 S 120 PL PHONE # (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME A R T OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER V1 "1 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 4. All high - strength bolting to be special inspected (Sec. 306, UBC). 5. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 6. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Gary L. V,»Dusra, Mayor "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X ANCHOR BOLTS 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 SITE ADDRESS: 3417 S 120 PL CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDII3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. DATE ISSUED: SUITE NO.: PROJECT: Boeing #21 -05 CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS Xot5Li p-@4--qj PECTOR COMMENT SECTION ON REVERSE) All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 0Wt4/90 PAN REVIEW COMMENTS Plan Check No.: I (- 1 S Project:_1t N --Os REQUIRED INSPECTIONS e X No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277 - 7272). 4. All mechanical work shall be under separate permit through the City of TukwHa. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 • (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening X 11. ANGW)Q. BOLTS 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final V 17. Building Final PAN REVIEW COMMENTS Plan Check No.: I (- 1 S Project:_1t N --Os REQUIRED INSPECTIONS e X No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277 - 7272). 4. All mechanical work shall be under separate permit through the City of TukwHa. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 • (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. City of Tukwila Dear Sir: FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control #91 -156 May 29, 1991 Gary L. VanDusen, Mayor Re: Boeing Company Building #21 -05 - 3417 South 120th Place 'he attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: I. Refrain from blocking sprinker coverage with shelving. NFPA Standard #13 states that any shelving or decks in excess of 4 feet i n width w i l l require the installation of sprinklers thereunder. (UFC 10.302) All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) A permit is required for storage of high -piled combustible stock. An application is enclosed. (UFC 81.103) 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 8 i .102) PLAN CHECK PLAN REVIEW NUMBER CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ADDRESS: 3 / 7 ZD P/, DATE: AM 23 (C/ � Ac(L SToR A6� Ex Pl-er5 c v t.e AMD Cc - r9 Prepared by: 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 I DRAWING INDEX SHEET NO. DWG. No. SHEET TITLE SHEEN N0. DWG. No. SHEET TITLE Al 21- 05...A1 TITLE Al 121 -005- -1001 ARCHITECTURAL MASTER -• PLAN 1 32P910409 CALCULATION SHEET 2 32P910409 CALCULATION SHEET 3 32P910409 CALCULATION SHEET 4 32P910409 CALCULATION SHEET 5 32P910409 CALCULATION SHEET 6 32P910409 CALCULATION SHEET 7 32P910409 CALCULATION SHEET 8 32P910409 CALCULATION SHEET 9 32P910409 CALCULATION SHEET 10 32P91(4409 CALCULATION SHEET 11 32P91609 CALCULATION SHEET 12 32P916409 CALCULATION SHEET 13 32P910409 CALCULATION SHEET 99 a p ri Lid• -01 FROM SEATTLE- TACOMA AIRPORT REVISION KING COUNTY AIRPORT OFFICE CENTER (FAA) ... ......_.....,_....._........ti., ...__ __......� ADO PAtU:T FLACK & 5'HF_LviN0 pDIO5O -O2 VICINITY MAP EAST MAW INAL WAY ;ORPORAR PARK 99 FROM DOWNTOWN SEATTLE DEVELOPMENTAL CENTER 1 PETER r.oaaa..a.. APPROVLO 599 TUKWILA 900 EXIT 157 - PROJECT SITE XIT 158 21 FROM KENT & AUBURN --EXIT 157 900 NO SCALE REVISION ..,,....a .. ...... ..., inIMiIONYYwNIIIIIIMN'11111?f 1 EAST ILIA AREA MAP Y BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98108 BLDG. 21 -01 ADDRESS: 3417 SO. 1201H PLACE SEATTLE, WA (EAST NARGiNAL WAY CORPORATE PARK) NO SCALE FACILITIES DEP ARTMEP1 T i PROJECT SITE V1ARGINAL WAY CORPORATE PARK CHECK BOX IX! BRIEF PROJECT NARRATIVE C] AUBURN,-WA. 98002 rI EVERET , WA. 98201 C� KENT, WA. 98031 LI PORTLAND, Ofd, 97220 E.] REN TON, WA. 98055 Si SEATTLE, WA, 98124 ". M�.M row+ IG'r.'. -lira .wrebsWM111... 1. 111.WM...'.M.paN,W M.1V GENERAL NOTES \r tif l' _7T S'fE.Qti : ∎' 4' I� '(4A .siY M.�aY}ya 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 ADDITION OF (7) 40" x 144" PALLET RACKS AND (12) 36 x 36" METAL SHELVING. K.7 THESE DRAWINGS CONFORM TO THE 1988 U.B.C., U.F.C., U.P.C., AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORE)INACES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. [XI COMPLETE BUILDING FLOOR PLAN SHOWING EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. ❑ ENGINEERING CALCULATIONS ( IF APPLICABLE ) ❑ ROOMS LABELED) PER OCCUPANCY PER U.B.C. TABLE 33 —A. 1X1 BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: O 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SEAS OF CIVIL DRAWINGS WITH UTILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECIINICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS OD 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS ;! 3. MECHANICAL, 2 COMPLETE SETS O 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE: SETS APPROVIO BY TOE DEPT. ..I.Waorwoo..d.r.rr ep THIS %<VCN ANO/CR SPECIFICATION IS APPROVED APPROVEn tiu__s_rrr..r.. .rasa. - . WO.. e + CGe. 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CODE SUMMARY VASTER By Date Permit No: LAND USE CODE ~-_ - -- ---M—HP 1988 UDC KING COUNTY/TUKWILA WASHINGTON STATE ENERGY CODE WASHINGTON STATE BARRIER FEE CODE ADDITIONS PER CITY OF TUKWILA y OCCUPANCY GROUP --- ---- - — . B -2 OFFICE /WARE HOUSE, NO CHANGE IN OCCUPA'tICY FLOOR AREA (ACTUAL) --.-- . - - - - -- _- BUILDING FOOTPRINT -. -_-- -- _ 98,000 SF FIRE PROTECTIONS _ FULLY AUTOMATIC, KT PIPE THROUGHOUT SEISMIC ZONE - --- .----- __- ._-. —_ 3 FIRE ZONE 3 PARKING PROVIDED 739 PARKING REQUIRED _ 725 Ts aft 'understand that the PLOW ale& aPrTie1VO t ®1 ,i►t»ect to errors anldomissions .and a ,fotax+�ft taS pans does not authorize tl► ' ordinance. Receipt oi. cons or adapted code or raved pia s acknowledged, tractor'scop.Yo¢ app NOTE: MECHANICAL AND ELECTRICAL PERMITS ARE TO BE SUBMITTED SEPARATLY FROM THIS PACKAGE. CITY OF TUKWILA MAY 1 1991 PERMITCENTER SHEET LAST REV N Al • 901050 • °w? 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J � A, +SSt;. 7➢.�'["� ,�..• t , • . sr+4 Y om.. +t ._.�.... 1 IIIIlII 'IIIIIIIIIIIIIIIIIIIlIIIIIIl I II II 1 I II I I 9 10 11 MADE IN OERMANT 06 6E 8G GZ 9Z SZ +iZ EZ ZZ QZ 6l 8t Ll St 5t El ?t l nL 8 w L 9 5 4 £ Z l w Q 1 LZ hl 6 11 1 1 111 1 111 11 1 IIIIIIIIIIIIIII: 11 11 1 11 1111 111111 1 1 11 1f1liiiillin11111111111111111111111111! 11111111111111111111111n1111111 1111111111i111111n1llnnn1111nnIU11111n111111111I I i111n1111n111111111u1u11111l111111111lII111 +; t 1 C +( }, ti; i sPt CO NC.; 2E ;'!. 'P ANt•i • MI rC}4 r 2 f; "} j r )( ;:;1q �N ORANr. BY 'vt ;R. CHEGKEO APPROv APPROVED 29.- S + GAZE — •...+n r^m++ti'f•,^ •r+.n.. +ry'.'►wT .:r.ry.:w.,. +.... ..,.. ...,.....- •._.....f......,..... _-•'�- i. - +•... -- .....�...i..:.- ...+.... /� f �dw.. agcy ................ ..r,..f.t...CL�....�.- .�.,....« _ ... .........,�...�...... .«« ... «......,. ..... ,•■• 1 CU I Ll)ING E y : n+so-r.eY &..f ,. t-, l I. ‘,/v/ 4- F{ 4 _ • +.. 4/ -,. +: 7 . f. rS•I r. { t .lYvi• ! ' I '7 SU5 , rr (In') O T NT r.)1";' 1 1.,kr■11■ I ! I.`1.;r .( S ONS t RUC t ION NOTES F0,,.. - >• rXISTfN'.s "EW+JC' R.R. INAI_: WAY .CORPORA . 'PARK" 40'• X I44 RELOCATED PALLET c=Acx TNiS SIZE TYPlC4L UNLEv6 O HERWI'E NOTED. USE MIN, 2 EACW HILT! KWIK BOLT 2 ? °i X 5 PER E545E PI. ATE. r 1.."/‘ r 'l RERKLEY ENG1NEERiNG A:a CQNS?hUC,'!ON RECEIVED CITY OF TUKWIIA MAY 1 1 4 1991 PERMIT CENTER t/i p r X53 (? tISQh! ` 121. d)5. 1 0 .: t•.w �'A'ft MR��U'i?Mr1:W.4fdY • V