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HomeMy WebLinkAboutPermit B92-0305 - BOEING #21-04 - STORAGE RACKSt 60e1 K16 ILD4 Ci o nikWilit (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B92-0305 Type: B-RACK Category: Address: 3417 S 120 PL Location: Parcel #: 102304-9069 Zoning: M1 M2 CM Contractor License No.: BOEINC294ML TENANT BOEING #21-04 OWNER BOEING COMPANY Phone: 206 544-2975 P.O. BOX 3707, M/S 46-87, SEATTLE, WA 981242207 CONTRACTOR BOEING INC. Phone: 206 544-2975 9725 EAST MARGINAL WY S, SEATTLE, WA 981242207 CONTACT BENNETT, TERRY Phone: 206 544-2975 P.O. BOX 3707 MS 46-87, SEATTLE WA 981242207 *************************************************************************** Permit Description INSTALL PALLET RACKS AND CANTILEVER RACKS Rack Storage Dimensions - Linear Feet x Height = Totals . 5260 ' 18.0 , 94,680 .. .0 /1 0 ,,. •,.„ 94 i: •,. , , UBC EdiiOn:,4991 ,: ,.- Valua0:On: ....„350,000':00/ Total Fee: ''' 951.40'. „ . , , , . . • . . : **44W*****44(************************** ...., / I ^ < , • • • t ■ .0 .0 Permit Center AuthorlzeTi Signature :Date.. -- • - I hereby certify that I have read and examined this permit and know the same to be true and coP'rect. All provisions bfjaw'.ind ordinances governing thlwork complied with, whether specified herein or not The granting OfthispOrmit d6619tpresumeto give authority violate or cancel the provisions of any other state or laws construction or the performance of work am authorized sign for and obtain this buildfKgHPer • Signature: 0 Status: ISSUED Issued: 09/30/1992 Expires: 03/29/1993 Print Name:__i_j ' '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. PERMIT NO. CONTACTED DATE READ't DATE NOTI:'IED r _ � '� �� BY: (inft) 448 PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING I C451 • 3 � 3RD NOTIFICATION BY: (Init.) PLAN CHECK NUMBER 61c)- mcf3 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) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FFET SQUARE FEET TOTAL SQUARE FEET OCC. LOAD DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. FIRE PARTMilE O PLANNING O PUBLIC WORKS O OTHER Ni BUILDING - final review BUILDING - c 1 tD q2 Io �2. R. CONSULTANT: initial review (ROUTED) REVIEW COMPLETED BUILDING' . ERMIT APPLICATION TRACKING PROJECT NAME a, 1 _(.. car 0 SITE ADDRESS UIREME Date Sent - q /10 / 9 - .IH - 61-1/ FIRE PROTECTION: FIRE DEPT. LETTER DA D: INIT: - INIT 4 57cia INIT: INIT: GI• II. 92 cr/n INIT: ZONING: REFERENCE FILE NOS.: PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: <114.S • a:ti SPg4 SUITE NO. EN' Date Approved - Detectors (_N /A INSPECTOR: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? - 7757 - 7 No UBC EDITION (year): TOTAL OCC. LOAD _JBAR/LAND USE CONDITIONS? ( )Yes ( ) No 08/17/90 SITE ADDRESS SUITE # 3417 SO 120TH PL BLDG. t121 -04 VALUE OF CONSTRUCTION - $ 350, 000.00 PROJECT NAME/TENANT BOEING DEFENSE AND SPACE ASSESSOR ACCOUNT it 102304 -9069 (commercial) U Demolition (building) 0 Other: TYPE OT - 0 — New Building 0 Addition U Tenant Improvement WORK: @ Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: INSTALLATION OF PALLET RACKS AND CANTILEVER RACKS BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS: AIRPLANE MFG. WILL THERE BE A CHANGE IN USE? U) No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 114,840 Tenant Space: Area of Construction: 90,000 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER _, = RPT,ANFS :� (26) 544 -2975 ADDRESS P.O. BOX 3707. M/S 4h -87. SEATTLE. WA, I ZI P 98124 -2207 CONTRACTOR ROFTNG MTT,TTARY ATRPJ,ANES PHONE (2 544 - 2975 ADDRESS P.O. BOX 3707. M/S 46 -R7, SEATTLE, WA. IZIP 98124 -2207 _ WA. ST. CONTRACTOR'S LICENSE It BOEING -294ML EXP. DATE ARCHITECT ` BORING MTr,TTARY ATRELANF,S PHONE (2 �) 544 - 2975 ADDRESS e,O. BOX 07 37, M/S 46 -87, SEATTLE, WAz IZI 98124 - 2207 I;HEREBY CERTI,IrY:Th.IAT:<I HAVIw;.R I, .Q. -'4. Rt E ,ATION, ANp KNOW;THESAME TO f3 TRUE AND CORR ; ECT :`AND. I A :AU • HO .ZED TO:.AP ..LY .d .:,. < S > , T <> ' ° : >:: : M T . Ft1 P F R .'t[-il . .... RM1i , � BUILDING OWNER OR AUTHORIZED AGENT ' SIGNATURE �/ DATE AUG 31 1992 PHONE (206) 544 -2975 �i' PRINT NAME , TERRY BENNETT ADDRESS P.O. BOX 3707 M/S 46 -87, SEATTLE, WA. CITY /ZIP 98124 -2207 CONTACT PERSON TERRY BENNETT PHONE (206) 544-2975 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 4334849 JOB,•. - G AME # 12 01 0 N BURKS 7 7 3 `PLAN CHECK NUMBER 0 6b DATE APPLICATION ACCEPTED 6311992 PERMIT CENTER BUILDING PERMIT APPLICATION RCPT: :# <.:.E : T<>FE BUILDINQ. P RMf . PLAK: EE- >`O>< BUILDING >'SUit9HAR FEES (for staff use only) DATE APPLICATION EXPIRES ....... ,......:'i'� TAI: .:... ................ .... ......... O DATE; APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit - coordinator at 433-1851 prior to submitting application. In ail•caccc a•valuation•amount should be entered bythe 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. contact the Depart- quest 1. i � n ell tour y Developm nt Buildingivisi n at requirements, 33-1849. and axit i .s oq: iu DWELLINGS /ADDITIQNS t otmit • a ppijcatlon;(apo.tor: oach; ttru,cturo s:5 ? ?:t$: ?' ;t.>•r.••i :: ; riy r;> :try:;i:Z: %::,: % #2$c' *' ?yii .. }t >• Yr MEFiC ;'C Nq I�dPJ30VEJ41.ENT�S $•:;; ?;: <:::•.' >t {':F;t r rrf }, ;0 >Y • e o` : Ga .. o edbul(c�n ' k:a ".' .([cu tfar ;• ( • „ ryu t Iran : :unu ; we aPpllcat/on`'artd pltuts` ... �. n. v. n.... M'Y :{ �4ni' i' Y4i :?': <'J$h9(ti4:< {i' > %iir:Y'?n. �.. AIIT NH NS•T t Uit'E :n �aryE8 ?i:� % { } = ':'::ir f iR i'r� :4 '•, aFi <:� �y;'i:'.Cfi }i: ?::;: <.c:}: . :: S:ti + tt. ' ;�:y;:, i?.Y4'S� • •:, #4�.i •: ^� "`$�'lr.v }� $}, R SJDENTlA4' Iti9 oncli room Iaboll COM MERCIAL. $�:JY $ 8 ' ' pIT N t:1N . !.COhIMERCiAL. . :COrpptotod bulldlpq poanitappllcagoi`( AB6os - or ; a OCOunt. S iciiit c Stroctiral. - Ongino3 r SODS " rop ort' lion p o Topographl9a1 si Enorpy Oat la Uimpod by.,„ a.Waahlnptor - :orpinoor or ruchitoct Li • LngaJ doccripti0rt; . WorSclno ; drawings ;: starri archlioct;::wh?ch Indudv Archl,tocturuJ iiraw(ri iruciurul:druW . . Mo ;drgw.lti, iyalior, .... iKI'drawIn 6CaP0,; Comp otod utility, pormlt appllcaoon Six ;(s). eo ta`of ;civ4t.drawin NOS::; Sao iairy:pOn s ob'rpl t;al;:le guiram e • RAt>'C�BTO,RAG�`' onsionu o anants p co: t'`" pa :.;.. S ti icvral :cn)culutio;:'s, ismpod, b; onglnoor : ovo RESIDENTIAL. N SINGLE FAMILY Cam lotod p, ,,,buUdl LoguJ .do s grip tfCq Aesoccor Accoue.l Two sots SUBMITTAL CHECKLIST ted:uelr t.Slx' (6) sots 'i:� fr. r$i •i.:. -.. ,.:... -. -. >::.r. -: �: �; } +;;. � •� • fir:•;; ...:'.: ":: i'+r{'h•: {••: }v • % }::t;::; :: { • NOTE:. Bullctngsito plan`and ,t?li silo Jan` b n P: •... ,m Y�bd;cv'rrtbl od,'•'•'Sve :; uo ity;'por 1.t.aapplication % arid ch©ckli (ors ciflosubmittaF �dcitigria( topo9raph lcol. 'Oh d soils'fnlormaton • • a � .. bo: : rp .Y., rogtilrnd if urigvo situ conditions. , •.. ;:NOT M** k * * ** k ***. ****Jr * * * * *** Jr* k**** k, i4**** k' * ****** * 4Jr**e***.k *,* *,* *** t* *`k .. TRANSMIT. k ..*JF'**h,k,*.* * *4 .iii: ***?4 * * *' * * *'. * . * * : * *. *, *** *.* * k, k .k * * *k * . ** * **. **�k * * *: ** * *:* * Jh TRANSMIT..Numbeir.i: '41U 1.:,oa::Ama.ui 9.5 1.,36, 09/3.0/g3. 09.4,4 3".' Permit „Ng 0305' Ty pe: 13 -RACK : , R.ACK STORAGE :• PCRMI•T. ' P r acel "ap`. 1.02304 ..9.0 :E,9 : S ite , e ;N 4o: 3417' 13 12.0 PL. •PFiymeriii'.Methode,;;.CHEC,K N0tatianx;,B E.INt4 ,.rtiit, .$l.p:.' *''*.*** ***'*****. k** JF** * *.**`** r* * ** * .**** ** ith *. *lk* ** * * t .• . * * * * * * * * * k *. * *'.' ,. * * Ac:cerurit .Cade. DeticrnYptian Paid; :: 000./322 •Bt1.ILI)INa. ,- . NO,NR.E$ : ,94 -.. 0 •.STWTE.:DU.1L.D1NO :SURCHA,F.QE .. ..i4.,.`i0`. Total (Th. Paym nt): • _ •' Total Fees: 951.30, All Payments: 951•30 Balance: •00 ;ITV .OF TUKWl;LA,.'WA GENERA 946,80 ' GENERA To TAI. 951.30 .CNFCE: :: 951; 36, CHANGE' 0.00 '3933A000 '13140 Address: 3417 S 120 PL Tenant: BOEING #21 -04 Type: B -RACK Parcel #: 102304 -9069 *** k**** ** ** ** *'k *•k * **** * *'k * * **** * ** sir *'k k'k **•k *•k* *•k * * * k*'k ** k ***•k * ***'k* it Conditions: No changes will be made to the plans unless approved by the Structural engineer and The Tukwila Building Division. All permits, inspection records,, and....approved plans shall be maintained availablerci }t'op:'�1 Q i�o the start of any construction. These 'doc'uments are' to< be; i s i nta i ned available until fi,r ;,11 �ion approval is gf' ted. Bolts installe i;n ''con et e shall be 306 e n gin eer s ot e t "o '�det 1 . All. construe 1 Ito b' ` in conformanc 'with approved tans. and, equi ` of the ° it'orefn`a ' 'Co de ( 1 ° J''91y Edition) O amended by y: the Was ii A,gton State Bui lding Code E N V a l i d i t y f R'ehmnit Tie i ssuance' o,f a permi app ova d;f. plans,, pecificatio,ns anct shall not con struedd o e, a permit for, o n an approval of, any, violYat`io of arti,, f ` a provi s i c,rls of til•ls., {code or of any o the rr sx ordi jurisd;i,ction V'Nb°•-permit presuming") t r glave auth Oity or violate 6i' the •provisions of th code she b e ' r. aPl i dra �.; ; ., , 1 a � ' Perm :1 . 2. CITY OF TUKWILA Permit No: Status: Applied: Issued: B92 -0305 ISSUED 08/31/1992 09/30/1992 ,1 • • Project: 156.1 / Type of Inspec on /�- Address: er / -�.. Date Called: Special Instructions: ,/t :..5 Date Wanted: -VC — 73 am.�p `gyp Requester: Phone No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. / Q z 3 0—S PERMIT NO. J06) 431 -3670 O Corrections required prior to approval. COMMENTS: ' E . $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: e„) 2/..... O Type of ins Address: / ��'' Se, /00 Date Called: Special Instructions: Date Wanted: ? -- /0 `7,..3 IO P.m. Requester: Phone No.: Approved per applicable codes. COMMENTS: INSPECTION RECORD; Retain a copy with permit/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ./Y o 3 o - PERM 0. (206) 431 -3670 ❑ Corrections required prior to approval. nspector: .�A�l _._'Date ❑ . $30.00 REINSPECTION FEE REQUIRED: Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100:' Call to schedule reiinspection: R Date: r ; diett X 21 9 Type of Ins n: lo giele Address: 5o `mod' 1 Date Called; /-4/-9,1 Special instruction s. CO Date Wanted: /42--%3 am p.m,, / pequester: - 7'hone tlo.:1� — 2-2-,47. z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter'Blvd., #100, Tukwila, WA 98188 bved per applicable codes. (INSPECTION RECORD Retain a copy with permit (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: ' o ;; :Z4 4 / 4 - ,t2 nspector: ❑ $30.00.REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pro) - . ' i � `�0 Ty'peO Inspection A.'re.. J� /�lJ f Date Called: / 7,... q 3 Sp : . al Instructions: WIZ- ' f Date Wanted " O Q - 5 C� J am. p.m. Requester: alie—ct) Phone No.: s`�`t' ".. c u INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Sotithcepter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. COMMENTS: P P'er 4,1' I ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: .0 • . 17tve.-f ■ City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Gary L. VanDusen, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name _,-)PO/A/ ° Pric Address 2'//7 5, /7o Suite # A Retain current inspection schedule \di Approved without correction notice Authorized Signature Needs shift inspection Approved with correction notice issued • Sprinklers: Fire Alarm: A/ Hood & Duct: A 7 Halon: A/ Monitor: Pre-Fire: Permits: . ‘ / ' / /Vc . Da e Control No: 3 • Permit No. March 5, 1993 Mr. Duane Griffin CITY OF TUKWILA BUILDING DEPT 6300 Southcenter Blvd. Tukwila, WA 98188 Reference: Permit #B92 -0305 Rack S rage ar$tallation Boeing Bu ding 21 -04 PSI Project #715 - 28085 -9 Gentlemen: This is to advise you that special inspections are complete for the referenced project. The following special inspections were required: 1) Anchor bolts in concrete Special inspections were performed for the above activities and copies of reports have been sent to you. All work inspected conformed to approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. David E. Nielson,'P.E. Department Manager PROFESSIONAL SERVICE INDUSTRIES, INC. DEN /tls 4r pr .s Professional Service Industries, Inc. cc: BE &C /Joel Farkas (M /S 7E -35) CLEMENTS & JUAREZ RECEIVED MAR 8 1993 COMMUNITY .. DEVELOPMENT 7400 Third Avenue South • Seattle, WA 98108 . • Phone :206/762.4664 • Fax: 206/763 -2936 ��: Professional Service Industries, Inc. TESTED FOR: REMARKS: BOEING SUPPORT SERVICES PO Box 3707 M/S 7E -35 Seattle, WA 98124 -2207 Attention: Joel Farkas DATE: February 3, 1993 Expansion Anchors Technician: S Ramos At site to perform visual inspection of expansion anchor installation on pallet racks per UBC section 306 and city approved drawings. Inspection performed on the following rows in Bay #2: Rows A, S through Z on the west side of the main transportation aisle. Rows A through N, Q, S, U, W through Z on the east side of the main transportation aisle. All anchor bolts were found to be in compliance per the aforementioned criteria and structural engineer's disposition dated 1/12/93. This visit completes inspection of Bay #2. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. cc: (1) BOEING /Joel Farkas .(1). I OF'°115KWIL'A" "— /jal 7400 Third Avenue South PSI A -300.1 i1) PROJECT: OUR REPORT NO.: Building 21 -04 Anchor Bolts PO# B794166 Tukwila Perm} B92 -0305 715- 28085 -0005 FEB 1 0199,E DEVELQP C OMMUNITY Seattle, WA 1 ' • Phone: 206/762,4664 s Fax: 206/763.2938 TESTED FOR: DATE: REMARKS: /jal January 22, 1993 Expansion Anchors Technician: S Ramos cc: (1) BOEING /Joel Farkas (1) ,CITyY .OF TUI WILA 7400 Third Avenue South P111 A•3001 (1) Professional Service Industries, In BOEING SUPPORT SERVICES PO Box 3707 M/S 7E -35 Seattle, WA 98124 -2207 Attention: Joel Farkas Seattle, WA PROJECT: Phone: 206/762.4664 Building 21 -04 Anchor B OUR REPORT NO.: 715 - 38085 =60 JAN 2 1 1993 B0 794166 Tukwila Permit# B92 -0305 At site to perform visual inspection of expansion anchor installation on pallet racks per UBC section 306 and city approved drawings. Inspected and verified bolting in bay #2 per the aforementioned criteria on the following rows: Rows B through S on the west side of the main transportation aisle Rows P, R, T, V, and X on the east side of the main transportation aisle All anchor bolts were found to be in compliance per the aforementioned criteria and structural engineer disposition dated 1/12/93., Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Fax: 206/763 -2936 TESTED FOR: DATE: REMARKS: cc: (1) BOEING /Joel Farkas (1) TAr- Ate-- /jai Professional Service Industries, Inc. RECEIVED JAN 1 21993 BOEING SUPPORT SERVICES PO Box 3707 M/S 7E -35 Seattle, WA 98124 -2207 Attention: Joel Farkas January 5, 1993 Expansion Anchors Technician: S Ramos PSI A400.1 (I) 7400 Third Avenue South • Seattle, WA PROJECT: OUR REPORT NO.: COMMUNITY OF \ /ELOPMFNT Building 21 -04 Anchor Bolts PO# B794166 Tukwila Permi 715- 28085 -0001 At site to perform visual inspection of expansion anchor installation on pallet and cantilever racks per UBC section 306, and city approved drawings. Verified building permit and permit drawings on site. Verified bolts to be 1/2" x 5 1/2" Hilti Kwik Bolt II. Inspected and verified the majority of bolting in bay #1 to be in compliance per the aforementioned criteria on the following rows: A through E, K through Y and rows 1 and 2. The following rows are in progress: F through J and 2. Several bolts, in each row (approximately 10 %) were not installed due to rebar. Taylor Equipment is addressing this condition, and will notify PSI of the fix. CONDITIONS REQUIRING CORRECTION Approximately 10% of anchors not installed due to rebar interference. Notified MSI (sub contractor) personnel. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. 98108 + Phone: 206/762-4664 • Fax: 206/763-2936 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B92 -0305 (512) Re: Boeing Company Building #21 -04 - 3417 South 120th Place Dear Sir: John W. Rants, Mayor September 14, 1992 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Installation of racks or rack systems shall comply with N.F.P.A. 2310. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) 2. 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 81.102) 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 2310 4 -3.1) High -piled combustible storage is combustible materials in closely packed piles more than 15 feet 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) Any overlooked hazardous condition and /or violation of the City`uf Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor adopted Fire or Building Codes does not imply approval of such condition or violation. CITY OF TUKWILA ,e& -0 3 RACK STORAGE DIMENSIONS BOEING MILITARY AIRPLANES BOEING DEFENSE &. SPACE GROUP 21 -04 BUILDING DEVELOPMENTAL CENTER BOEING LAYOUT DOCUMENT FOR PALLET RACK/ CANTILEVER RACK INSTALLATION JOB # 127017-03 AUGUST 7, 1992 JON R.BURKS THE BOEING COMPANY - DEVELOPMENTAL CENTER SEATTLE, WASHINGTON I understand that th^ P.' RECEIVED CITY OF TUKWILA AUG 3 1 1992 PERMIT CENTER RECEIVED CITY OF TUKWILA .iii PERMIT CENTER CITY OF TUKWILA APPROVED 8Lp 17 M2 C3l.�I! I IN IS1ON NSTALL. (41) SECTIONS OF 12'W X 18'H PALLET RACK TO THE FOLLOWING ROWS: _, ROW F2 -F10 (9 SECTIONS) USING 7 SHELVES PER UNIT (SE ATTACH.1 FOR SHELF SPACING) ROW G2 -G10 9 SECTIONS) USING 6 SHELVES PER UNIT (SEE ATTACH.2 FOR SHELF SPACING) ROW H1 -H10 (10 SECTIONS) USING 6 SHELVES PER UNIT (SEE ATTACH.2 FOR SHELF SPACING) ROW J1 -J10 (10 SECTIONS) USING 4 SHELVES PER UNIT (SEE ATTACH.3 FOR SHELF SPACING) ROW ROW Z3 -22 (1 SECTION) ) USING 8 SHE PER UNIT (SEE LVES PER UNIT (SEE ATTACH.5 FOR SHELF SPACING) ARCH /STRUCT &4Y NSTALL (2) SECTIONS OF 10W X 18'H PALLET RACK TO THE FOLLOWING: ROW F11 1 SECTICN USING 7 SHELVES PER UNIT (SEE ATTACH.1 FOR SHELF SPACING) ROW G11 (1 SEC USING 6 SHELVES PER UNIT (SEE ATTACH.2 FOR SHELF SPACING NSTALL (7) SECTIONS OF 14'W X 18'H PALLET RACK TO THE FOLLOWING ROWS: ROW F1 ROW G1 (1 1 SECTION USING 7 SECTION) USING 6 SHELWSS PER UNIT ( SEE ATTACH.2 FOR SHELF SPACING) ) ROW 1A -1E (5 SECTIONS) USING 5 SHELVES PER UNIT (SEE ATTACH.6 FOR SHELF SPACING) NSTALL (12) 4' SECTIONS, 18' UPRIGHT, 5' ARM CANTILEVER RACK TO THE FOLLOWING: RGtI A1-Al2 USING (8) MS PER UPRIGHT (SEE ATTACH.7 FOR RACK SPACING ROW 81 -812 USING (8 ) ARMS PER UPRIGHT (SEE ATTACH.7 FOR RACK SPACING) NSTALL (6) TWO 4' SECTIONS 18' UPRIGHT, 5' ARM CANTILEVER RACK TO THE FOLLOWING: ROW 01, D3 -D5, D7 -08 USING (8) ARMS PER UPRIGHT (SEE ATTACH.7 FOR RACK SPACING) >INSTALL (4) 4' SECTIONS, 18' UPRIGHT, 5' ARM CANTILEVER RACK TO THE FOLLOWING: ROW 02, D6, D9 AND E9 USING (8) ARMS PER UPRIGHT (SEE ATTACH.7 . FOR RACK SPACING) NSTALL (12) 4' SECTIONS 18' UPRIGHT, 5' ARM CANTILEVER RACK TO THE FOLLOWING: ROW C1 -C12 USING (7) ARMS PER UPRIGHT (SE ATTACH.8 FOR RACK SPACING) INSTALL (8) TWO 4' SECTIONS, 18' UPRIGHT, 5' ARM CANTILEVER RACK TO THE FOLLOWING: ROW. E1 -E8 USING (7) ARMS PER UPRIGHT (SEE ATTACH.8 FOR RACK SPACING) NSTALL (66) 8' SECTIONS, 18' UPRIGHT, 4' ARM CANTILEVER RACK TO THE FOLLOWING: ROW K1 -K6 USING (6) ARMS PER UPRIGHT (SEE ATTTACH.9 FOR RACI4 SPACING) L1 -16 USING (5) ARMS PER UPRIGHT (SE ATTACH.10 FOR RACK • SPACING) M1 -M5 USING 5 ARMS PER UPRIGHT SEE ATTACH.10 FOR RACK SPACING ROW N1 -N6 USING 5 ARMS PER UPRIGHT SE ATTACH.10 FOR RACK SPACING ROW P1 -P6 USING 5 ARMS PER UPRIGHT SEE ATTACH.10 FOR RACK SPACING ROW Q1 -Q6 USING 5 ARMS PER UPRIGHT SEE ATTACH.10 FOR RACK' SPACING ROW R1 -R6 USING 5 ARMS PER UPRIGHT SEE ATTACH,10: FOR RACK SPACING ROW 51-S6 USING 5 ARMS PER UPRIGHT SEE ATTACH.10 FOR RACK SPACING ROW T1 -T6 UENG. (6) ARMS PER UPRIGHT (SEE ATTACH.11 FOR RACK SPACING) ROW U1 -U6 USING (6) ARMS PER UPRIGHT (SEE ATTACH.11 FOR RACK SPACING) ROW VI-VS USING (6) ARMS PER UPRIGHT (SEE ATTACH.11 FOR RACK SPACING) NSTALL (8) 8' SECTIONS, 18' UPRIGHT, 4' ARM CANTILEVER RACK TO THE FOLLOY+ANG: ROW W1 -W4 USING (12) ARMS PER UPRIGHT (SE ATTACH.12 FOR RACK SPACING) ROW X1 -X4 USING (12) ARMS PER UPRIGHT (SEE ATTACH.12 FOR RACK SPACING) NSTALL (3) TWO 4' SECTIONS, 18' UPRIGHT, 4' ARM CANTILEVER RACK TO THE FOLLOWING: ROW Y1 -Y3 USING (7) ARMS PER UPRIGHT (SE ATTACH.13 FOR RACK SPACING) NSTALL (6) 8' SECTIONS, 18' UPRIGHT, 4' ARM CANTILEVER RACK TO THE FOLLOWING: ROW 2A -2F USING (3) ARMS PER UPRIGHT (SR ATTACH. 14 FOR ARM SPACING) 18' (216.0" 34.0" 34.0" 34.0" 34,0" 34.0" 34.0" 12.0" . BAY 1 PALLET RACKS LOOK F ATTACH. 41 KEY ROW F 1 -11 1 12 4 14' E3E,41 * EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF 'SPACE 18' (218.0" 41.0" 41.0" 41.0" 41.0" 41.0" 12.0" BAY 1 PALLET RACKS • FLOOR MTACH. 2, KEY ROW G1 -11 ROW H1 -11 ' 101 !2' i 9f t BEAm s * EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE 18' (216.0" 198.0" FLOOR BAY 1 PALLET RACKS KEY ROWJ 1 -10 EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE EXTRUSION. PALLET RACKS fI17AcH. # + KEY z � Z 2 12' E3 EA FLOOR * EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE 1 (216.0 29.0" 29.0" 29.0" 29.0" 29.0" 29.0" 29.0 12.0" EXTRUSION PALLET RACKS FLOOR . 14TTAGfi1. 12: KEY Z3 13E 1s EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE 18' (216.0" 204.0" 48.0" 48.0" 48.0" 48.0" 12.0" RECEIVING PALLET RACKS FLOOR AirmcH. G KEY ROW 1 - A THRU E 14 ' SEAMS EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE .SHELF SPACE. 18' (216.0" BAY 1 CANTLEVER RACKS 19.0" J �► 19.0 " . 19.0" 19.0" 19.0" 19.0" ATTAcw; .47 KEY A 1 -12 • B 1 -12 D 1 -9 4• 5/ /CILE 12.0 " -'CAS EACH CANTILEVER ARM IS 5.0" WIDE SPACING DOES NOT INCULDE ARM WIDTH 18' (216.0 ").411-- ; - ---, • L BAY 1 CANTLEVER RACKS 19.0" '19.0• i 19.0 i 19.0" A - TTA CH. KEY C 1--12 E1 -9 4. pOVpLE SECTIONS FtboR. EACH CANTILEVER ARM IS 5 0" WIDE SPACING DOES NOT INCLUDE ARM 'WIDTH 18' (216.0 ")04 202.0" viol CANTILEVER RACKS (EXTRUSION) 23.0" 30.0" ATTACH. $9 KEY ROW K 1-16 B' Dov&LE SECTIONS 12.0" �F- -- From EACH CANTILEVER ARM IS 4.0" WIDE SPACING DOES NOT INCLUDE ARM WIDTH. 18' (216.0 ") 203.0" -411-- 12.0" ■ I • CANTILEVER RACKS (EXTRUSION) 23.0" 23.0" 30.0" 37.0" 51.0" AT7c1. !c KEY ROW L 1 -6 M 1 -6 N 1 -6 P 1 -6 Q 1 -6 R 1 -6 S 1 -6 8' DOUBLE SE GTlONS EACH CANTILEVER ARM IS 4.0" WIDE SPACING DOES NOT INCLUDE ARM WIDTH • 18' (216.0 ").41 209.0' 2.0" EACH CANTILEVER ARM IS 4.0 CANTILEVER RACKS (EXTRUSION) 23.0" 23.0►' 23.0" 23.0" 5.1.0 ". A7TACH. 43 II KEY ROW T 1 -6 U 1 -6 V1 -6 es' Dovat.g S I o. N S. FLOOR WIDE SPACING DOES NOT INCLUDE ARM WIDTH 18' (216.0 "441 12.0" BAY 1 CANTLEVER EXTRUSION 11.0" 11.0" 11.0" 11.0" 11.0" 11.0" 11.0" 11.0" 11.0" 11.0" 11.0" 11.0" 11.0" 1 A1'TAcN. 80 ' t2. KEY ROW W 1 -4 ROW X 1 -4 J • $� DouSLE. 51TIONS FLOOR . * 48.0" ARM IS 4.0" WIDE SPACING DOES. NOT INCULDE ARM WIDTH 18' (216.0 ") 204.0" CANTILEVER RACKS (EXTRUSION S 2 23.0" 23.0" 23.0" 23.0" 23.0" 23.0" 30.0" Arri KEY ROWY 1-3 Si WILE 5Ec:7IONS 12.0" FLT EACH CANTILEVER ARM IS 4.0" WIDE SPACING DOES NOT INCLUDE ARM WIDTH' 18' 216.01•01 195.0" 2:0 CANTILEVER RACKS (RECEIVING) 56.0" 56.0" 56.0 ". AYThCH. # 14 KEY ROW 2-A THRU F g` SECTIONS POLE • EACH CANTILEVER ARM IS 5.0" WIDE SPACING DOES NOT INCLUDE ARM WIDTH ARCH /STRUCT . INSTALL (43 SECTIONS) 10'W X ` 18'H PALLET RACK TO THE FOLLOWING: . ROW A5 (1 SECTION) USING 7 SHELVES PER UNIT (SEE ATTACH.1 FOR SHELF SPACING) ROW..B1., Cl & C10, D1 & 010, H1, K1, 1.1, 141 & M10, NI. & N10, P1 & P10, 01 & 010 BROW X10, Y_9,(18 SECTIONS) USING 6 SHELVES PER UNIT (SEE ATTACH.3 FOR SHELF SPACING) ROW El .& Ef0.(2 SECTIONS) USING 5 SHELVES PER UNIT (SEE ATTACH.4 FOR SHELF SPACING) ROW Fl & F10,. G10 (3 SECTIONS) USING - 10;SHELVES PER. UNIT (SEE ATTACH.5 FOR SHELF SPACING) ROW GI. (1 SECTION) USING 8 SHELVES PER UNIT (SEE ATTACH.6 FOR SHELF SPACING) ROW J1 & ,J10 (2 SECTIONS) USING 5 SHELVES PER UNIT (SEE ATTACH.8 FOR SHELF SPACING) ROW R1 & R10, S1 & S10, T1 & T10, U1 & U10 (8 SECTIONS) USING 6 SHELVES PER UNIT (SEE ATTACH.10 FOR SHELF SPACING) ROW V1 AND W1 (2 SECTIONS) USING 7 SHELVES PER UNIT (SEE ATTACH.11 FOR SHELF SPACING) ROW 810 1 SECTION USING 7 SHELVES PER UNIT SEE ATTACH.2 FOR SHELF SPACING • ROW H10 (1, SECTION) USING 8 .SHELVES 'PER UNIT (SEE ATTACH.7 FOR SHELF SPACING) ,ROW. K10 & L10 (2 SECTIONS USING 4 SHELVES PER UNIT (SEE ATTACH.9 FOR SHELF SPACING) ROW V10. & W10 (2 SECTIONS) USING 8 SHELVES PER UNIT (SEE ATTACH.12 FOR SHELF SPACING) A.> INSTALL ROW (193 A11 -A4, A6-A9, Z 14'W X 1 -Z9 . (17 SECTIONS) R US NG�7 UNIT (SEE ATTACH.1 FOR SHELF SPACING) ROW 82 -85 4 SECTIONS) USING 7 SHELVES PER UNIT SEE' ATTACH.3 FOR SHELF SPACING ROW 86 -89 (4 SEC USING 7 SHELVES PER UNIT (SEE ATTACH.2 FOR SHELF SPACING) ROW C2 -C9, 02 -09, H2 -H5, K2 -K5, L2 -L5, M2 -M9, N2 -N9,' P2 -P9, 02 -09, X1 -X8 (68 SECTIONS) USING 6 SHELVES PER UNIT (SEE ATTACH.3 FOR SHELF SPACING) . ROW E2 -E9 (8 SECTIONS) USING 5 SHELVES PER UNIT (SEE ATTACH.4 FOR SHELF SPACING)' .ROW F2 -F9, G5 -G9 (13 SECTIONS), USING 10 SHELVES PER UNIT (SEE ATTACH.5 FOR SHELF •SPACING) ROW G2-G4 3 .SECTIONS USING 8 SHELVES PER UNIT SEE ATTACH.6 FOR ROW .H6 -H9 (4 SECTIONS) ) USING 8 SHELVES PER UNIT (SEE . ATTACH.7 FOR SHELF SPACING) ROW J2 -J8 .(8 SECTIONS) USING 5 SHELVES PER UNIT (SEE ATTACH.8 FOR SHELF SPACING) ROW K6-K9, L6 -L9 .(8 . SECTIONS) USING 4 SHELVES PER UNIT (SEE ATTACH.9 FOR SHELF SPACING) ROW R2 -R8, S2-S8, T2 -T8, U2 -U8 (32 SECTIONS) USING 6 SHELVES PER UNIT (SEE ATTACH,10 'FOR SHELF SPACING) ROW V2 -V9, W2 -W8::. (16 SECTIONS) USING 8 SHELVES PER . UNIT (SEE ATTACH.12 FOR SHELF SPACING ROW Y1 -Y8 (8 SECTIONS) USING 5 SHELVES :PER UNIT` ( SEE ATTACH.13 ,FOR, SHELF SPACING) 18' (216.0 ")» 27.0" 27.0" 36.0" 45.0" 27.0" 27.0" 12.0" * EACH SHELVE IS BAY 2 PALLET RACKS (ALONG WALLS 72" DEEP) A7TAeN # l KEY ROWS A 1 -9 z ,- % LO' 14" BEAM5 ,i FLOOR 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE.'' 18' (216.0" F 41.0" 2.0" BAY 2 PALLET RACKS Ff ATTAc , 4 2. 1.00R` EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE:. 18' (2 16.0 41.0'► 41.0" BAY 2 PALLET RACKS FL OOR AT KEY ROW B 1 -1,6' C 1 -10 D 1 -10 H 1 -5 K 1 -5 L 1 -5 M 1-,g loci N 1 -/S to P 1 -10 Q 1 -10 X 1 -10 EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE 18' ( 216.0'.' 81.0" • SAY 2 PALLET RACKS >4* F l 4 1+' AlTAtHe KEY E1--10 LOOR * EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE BE M5 4 i 29.0" 29.0" . 29.0" . 29.0" 18.0" 18.0" 18.0" 18.0" 18.0" * 12.0" r ., 18' (216.0' '7 7. 'BAY 2 SHEET STOCK PALLET RACKS 1 (,e2 / 10 14. BEAMS 3 9 ATTACH. 4 4.5' KEY ROW F 1-10 ( ROW G )3 5 9 FLOOR * EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF. SPACE . ' . • 18' (216.0" 211.0" 29.0" 29.0" :29.0" :29.0" 18.0" 38.0" 18.0" 12.0" BAY 2 SHEET STOCK PALLET RACKS FL 1 I0 OOR * EACH SHELVE IS 6 .0 WIDE MEASUREMENTS INCLUDE SHELF SPACE ATT7-CH. # 6 KEY G 1 -4 18' (216.0" 33.0' 33.0" 33.0" 18.0" 18.0" 18.0" 18.0" F BAY 2 SHEET STOCK PALLET RACKS . LOOR ,H 6-10 �f EACH SHELVE IS 6 ,0 WIDE MEASUREMENTS INCLUDE SHELF SPACE ATTACU, 4 P7 KEY 18'. ( 21.6.0 "}0 t 41:Oht 41.0" 41.0" SAY 2 PALLET RACKS FL ATTAcH. • . #S KEY J 1 -10 00R EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE 18' (216.0" 62:0" 12.0" BAY 2 BULK PALLET RACKS n r a OOR FL ,rrr,}cH ' ? KEY ROWS K 6--10 L 6 -10 *. EACH SHELVE IS 6 ;0 :WIDE: MEASUREMENTS. INCLUDE SHELF SPACE 18' (216.0" 44.0 44.0" 44.0" 35.0" BAY 2 PALLET RACKS FLOOR et T771 cH KEY ROWS R 1 -10 S 1 -10. T .1 -10 U 1 -10 10 4 1 f3E 14 Ms * EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE FL OO BAY, 2 PALLET RACKS A77"Ac KEY V 1 W 1 SeA Ms R EACH SHELVE IS 6 .0 WIDE " MEASUREMENTS INCLUDE SHELF SPACE 18' (216.0 "}01 29.0" 29.0" 29.0" :29.0" 29.0" 29.0" 29.0" BAY 2 PALLET RACKS 00 FL KEY V2 -10 W 2 -10 10 1 4 14 BEAMS EACH SHELVE IS: 6.0, WIDE MEASUREMENTS INCLUDE `SHELF .. SPACE 18' (216.0" 2.12.0" BAY 2 • PALLET RACKS AO ra C OR 50.0" FLO 14 ' BEAMs .. EACH SHELVE IS 6 .0 WIDE MEASUREMENTS , INCLUDE SHELF SPACE (9N10Yds Bois 1104 6115Y11Y 33S 1JNn 213d S3A13HS tV 9NISn (SNOUo3s z . 9A iNY 9n 1A021 ( 9NIOVdS 313HS NO3 CH NJJ.Y 33S nun 113d S3A13HS 9 SNISn SN011 Z 98 CINY 90 h\O2l ONI3YdS J HS a03 9 339 11N11 2fld S3A13-1S L MIS() ( 9N01103S Z 9W VW 91 /AO I (oNfo'YdS 4131.19 2IOd S'H0111Y 33S 11Nn 213d S3A13HS 9 own (sNot1O3S ii) 9N 9f 9H `90 11021 (SHIMS .1131.1S BOA VHOYILV 33S) nun 1:13d S3A13HS 9 Dian (SNOLJ03S Z 9d ONY 9N MO21 : 0 104 0 1 1 0 d 31101 I C I 13T1Yd H.91. X hOI (SNOL1O3S Z1) TMISNI (9NIOYdS IBM 110.1 0I1-1OY11Y 33S) iJM1 'WM S3A13-1S 5 ONISn (sNofi33S oL) SX —Ix ' — Its kkoll (ONt3VdS 1131-1S 2103 6113V11Y 33S) 11Nn a3d. S3A13HS P ONISf (Sti0uu33s 00 SA -IA 5n-1n MO2I (M WdS 3131S iJW 211 Y11V 33S) U1fl ad S3AT314S 9 O 1Sn (SN0LL)3S £) 91 -£1 h%02I -' am 2I3d 53A131-19 9 ONSn (sHoa as p s) 99S-i, 1 � 10 ( 9NIOYdS !13IS 80.4 91-1OYILV 33S) 11Nn 2fld S3A13HS L own (sN011.O3S OI) 5'vt -III 51 -I1 MOS (ONI3VdS JENS 210d 91H3V1IY 33S) Min 2 SM13HS 9 stun (swum oz) ► V-LP '9H L H '90 I 33S}� 11N11 ad S34731•6 9 OiGS1) (SN01103S IL) ZI -11 'Sd -ld 'DI-1N `5�-1d AU , I1MO lod 3H101 NMI LITIVd H .9L X MiirI (SNO11o3S 59) m'isnI "J (9N0Yds MN 2104 rHa11Y 33S) 1HORIdn aid MN 5 Ot)1IS11 83 1121Hi 13 '8a naHl 10 AtON DNWOTI03 3I4L 01 )OYd 133AILLNY3 MI .t 4 1.1401110 .91 4 SNO1103S,V (91) TIYISNI < (MOWS IVY HOd natty 33s) . nemn ad sIYaY L omsn "so MU 1.0 'se naHL I8 A021 :9NL%0TI03 3141 01 &al H3A3111NY0 MN .P 'W-1;ywn 421 :SN0LL03S4t 4MI. (zi) TW.LSNI Q (ONIONS 11i1V VOA l•HOhf1LV 33s) 1140 1dn Had SAW 9 QNISn SY nI1H1 LV AVM :9NIMQT13 3H1 QL )10Va a3A31LINV0 'NaV ,9 '1H:x2ldn .91 'SH01LO3S1t (8) TI+111S7JI Q 10n2US /H 1 18' (216.0 "}0i --- -- 209.0 "1 BAY 3 23.0" 23.0" KEY ROW A 1 -8 • 18' (216.0 ") - .. BAY 3 CANTILEVER RACKS 19.0" 19.0 " 19.0" 19.0" 19.0" 19.0" 19.0" 35.0" KEY B 1 -6 C 1 -6 12.0" FLOOR EACH ; CANTILEVER ARM IS. 5.0" WIDE SPACING DOES NOT INCLUDE ARM. WIDTH 18' (216.0" 203.0" .0" BAY 3 CANTILEVER RACKS 23.0" 23.0" 30.0" 37.0" 51.0" KEY ROW D 1-9 E 1 -9 FLOOR EACH CANTILEVER ARM IS 4.0►' WIDE ,SPACING DOES NOT INCLUDE ARM WIDTH. 18' (216.0" 41.0" BAY 3 PALLET RACKS KEY F3 -5 FLOOR EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE • 18' (216.o ") 41.0" 41.0" 4.1.0" 41.0" 41.0" 2.0 BAY 3 PALLET RACKS KEY ROW H 1 -6 J 1 -6 K 1 -6 L 1 6 FLOOR EACH SHELVE IS 6 .0 WIDE MEASUREMENTS INCLUDE SHELF SPACE 18' (216.0 ")' 34.0" i 34.0" 34.0" 34.0" 34.0 34.0" 12.0" BAY 3 PALLET RACKS KEY M 1 -6 N 1 -6 FLOOR * EACH SHELVE IS 6.0. WIDE MEASUREMENTS INCLUDE SHELF SPACE n 18' (216.0 ")4 44.0" 44.0" 44.0" 35.0" 35.0 ". 12.0' BAY 3 PALLET RACKS KEY ROWS F 1 -2 G 1 -5 P 1 -5 Q 1 -5 FECTUR * EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE r 18' (216.0 "> 33.0" 33.0" 42.0" 42.0" I BAY 3 PALLET RACKS 27.0" 27.0" 27.0" 27.0" 38.0" NO BASE SHELF KEY ROW' R 1 -6 S 1 -6 T1--6 FLOOR * EACH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE 18' ( 216.0" 198.0" )414 BAY3 PALLET RACKS FLOOR CH SHELVE IS 6.0 WIDE MEASUREMENTS INCLUDE KEY ROW U 1-6 V1-6 18'(216.0" 51.0" 51.0'.' BAY 3 PALLET RACKS KEY. ROW W 1 -5 X 1--5 FLOOR EACH SHELVE S. 6.0 WIDE MEASUREMENTS INCLUDE SHELF SPACE AUGUST 5, 1992 JON R.BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -04 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR •PALLET RACK INSTALLATION .JOB # 127017 -03 CITY OF RECEIVED AUG 3 1 1992 CITY OF TUKWILA APPROVED SEP 71 al I i BUILDING DIVISION SCOPE ; is A Iv A L Ys l PE R M 1 NE S THE STRUC-TURAL APEal AC.ti' OF LOP / ma-TA L 76c H r PA L -E T R, c 1-c 70 W/THS 4t'JP /V UN I FORM LY t IS7R L-OAP of 1000 L F3, FOR S E V L.O' P C A S "5174 -L l p'. A Lo. N E g. 1.il;v :iLnX ,!•,' TE31:147, 4r., /4" :.t /:15.: (A `7, •4'6 fF I, 5 •c5 (7 ; /" >;) DES IC .7 RE FER E/vc.E.s UNI FORM BUILD /NG CODE 1991 (IN l FORM CODE STL7S 1991 .g0 E 1/VG F, C- 11_1 7es Doc, D /so - /4302-3 C L LE-7- RAc.KS> AST/ A570 Fe = 4 2 - EN6R. CHECK APR APR J. &4 $ 7/24- REVISED 'DATE PA L LET RACK 12.7 017 - 03 ArAPEZAVAG DI 6007 2070 ORIG. 6/73 4 :477,7A0 `. �:,,,ttO h lF.' P ,li r "'.,1,2 .\ }r r14 e DWG N " f.k:. ywak) .115.047 ENGR. J 1 a KS 7 24 REVISED . O'A7E PAL L. L Y A C. K 127 Q3' 2. 7 CHECK , APR APR A ril IWA � . OE7eR/' //vE .. 9EM Nl PG- fL— L.L Wpm Sc' W pL WpL ' So 16 /SHELF /Coo I S HELF = 75 A zo ,, 75 I I / 14-4-' 75 ►b / /G W LL 10' h/ 12' V'/ L L 14' , \55UME BEAM E NZ) CONNECTIONS ARE (Ai z 630%) , t L. L ,? (80%) 8 6 M„L 10 1 — .G25(IZ0) 2 (,50) 0,9 -fM 8 M DL 12' = 521 i 2- (, ,) = 1.06 /A' 8 M pc. 14 44 (I Ge)' (, so) 1.2G 8 M pi_ DI 5007 2070 ORIG. 6/73 M �L 10 = MLL 12.' MI-t- 14' RINVIMINS Soo ►b/ l20'/ 500 ' /4 500 I V /G8" 4, (, go) 8 3 47(144)? (, eo) S 2.98 (I 6 e '. G $o ) = 8 7 s l� /EeAi►i 5 oo 1 b M co25 1b //N 52/ Ib / /N ,4-46 Ib / 4, 17 Ib //A/ 3, 47 Wi tv 2, 98 ib ///v — 7, 2 6, 4 K.iry 20% FIXED M MAX (p ' BEft'M CENTER D, 9 -f- G M M¢lx l2 / c BEA CENTER = Lo 4 7, 2 M MAX 141 e 135/AM CENTER —. l, 2G -f- 3,4 _ M MAx G-' 13EfFN1 END = (Cc g) 0,20 . = I "7 ' -`.;K- 1.M M MAx 122 e. SEAM END = 8� 3/.g) 0,20 k - M Mm x G BEAM END — (9.7/, 8 0,20 = 2, ' 4}. ••-7-1n! ENGR. J RKS 7/24 REVISED 'Di1TE /L CHECK APR APR p . PE TE- R in/E LATERAL FO R c BASE sHEmR V= G W 0.3 G =2,75 V . 103/ W w = 8 V = D W. 7//000''') •f- 0 (A7THGH, 5 Y l� S /NL R, C 12/ 34'N'NJS,6siletvES DI 5007 2070 ORIG. 6/73 -- 9.20 1044.20 D IsTR 18v /O/V Loi./C I Tup1NA AIRE. C - rio/V 7(15o C A - r7 - Akc// ogn / B �3Y # 2 7 s h'e4-vES / 1" e.'cis 5 RA-c, 7 201 1.15 231.15 0.27 0.22 44.72 6 174 1.15 200.10 0.23 0.19 33.51 5 147 1.15 169.05 0.20 0.16 23.92 4 111 1.15 127.65 0.15 0.12 13.64 3 66 1.15 75.90 0.09 0.07 4.82 2 39 1.15 44.85 0.05 0.04 1.68 1 12 1.15 13.80 0.02 0.01 0.16 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 8.05 862.50 1.00 0.83 122.45 8 215 1.15 247.25 0.24 0.22 48.30 7 186 1.15 213.90 0.20 0.19 36.15 6 157 1.15 180.55 0.17 0.16 25.76 5 128 1.15 147.20 0.14 0.13 17.12 4 99 1.15 113.85 0.11 0.10 10.24 3 70 1.15 80.50 0.08 0.07 5.12 2 41 1.15 47.15 0.05 0.04 1.76 1 12 1.15 13.80 0.01 0.01 0.15 0 0 0.00 0.00 0.00 0.00 0.00 1.00 0.95 144.59 5 1 ` LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) W = 6(I o lb) -f-' $( /S0 9Z • 949 LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) J15•047 (. . t- 6Jd rf< 77 01.9oX RfIGK ( »779C4' , 4-2 I ,-.5,19y #- / vBG 51- 7 $ e- v&-s 'i2' so.v s) l " 2 1107e k/- - 7 (15 4 7(iooa) so% = 4,5'.5 LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) 0 i qcH, 5 � 5 , 9 , / 44 2 \A/- 100 Ib) -?- 1 ib'^ 105/ /EGves, 14 • ... v _ 0 GT LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Not (k -in) 0 DI 6007 2070 ORIG. 6/73 V = 0;409/ f< 7 216 0.65 140.40 0.27 6 182 0.65 118.30 0.23 5 148 0.65 96.20 0.19 4 114 0.65 74.10 0.14 3 80 0.65 52.00 0.10 2 46 0.65 29.90 0.06 1 12 0.65 7.80 0.02 0 0 0.00 0.00 0.00 0 0 0.00 0.00 0.00 10 206 0.65 133.90 9 177 0.65 115.05 8 148 0.65 96.20 7 119 0.65 77.35 6 90 0.65 58.50 5 72 0.65 46.80 4 60 0.65 39.00 3 48 0.65 31.20 2 30 0.65 19.50 1 12 0.65 7.80 0.21 0.18 0.15 0.12 0.09 0.07 0.06 0.05 0.03 0.01 0.13 0.11 0.09 0.07 0.05 0.03 0.01 0.00 0.00 27.43 19.48 12.88 7.64 3.76 1.24 0.08 0.00 0.00 4.55 518.70 1.00 0.47 72.52 0.14 0.12 0.10 0.08 0.06 0.05 0.04 0.03 0.02 0.01 29.57 21.83 15.26 9.87 5.64 3.61 2.51 1.61 0.63 0.10 6.50 625.30 1.00 0.67 90.63 ENGR. CHECK A/R '.• APR URK REVISED -DATE; • J15.0417 1 22 K 27 ,I2 01 K... 17 E. F M 1. NE FORCE RAc.IC sTRvc vs .p 13Y SE IS /`/1 IC. L f1 r RA L 1 -0A-DS 27 8/ _ 7 f/ A/OT ' LOSS." iLc" r Per StIELF - e —, `" DI 5007 2070 ORIG. 6/73 V I ©G M = .9;1 P = ►1 v _ , M = 1,35 =1 t • M = 2.7 n=11 ,17 P / 3. • P ,f it(= 2 0 f 1�+ I 2. ;'f ,2O t - 1 M- .81 2,16 v. (Or Cj• • '1 • 1 5 , 3 v , . ? ; , I M= 3.9 ,21 1\1-- 2 7 y= `/ ,,,, IA= 6,1 P =- 0 v= ,3.5 M = 7, lit .36 14 = P.= V-= ►4a M= 5, p =0 v =.4/ 2,4 P= o 477•iq c.H . 4. I sA Y 7 s1.1 /4 ', 6e/31`4S: 8•I v . M = 2,1 6 V= , M= 4.1 s 1,6T'' 1/= , G,4 V= ,1 M= 3 = II N1= 3,9 v= 14 = ,8! P=• .( V/ = 1� 1'/1 -= 1, 3 , 1 . V = /9 N1= 7 ' 6 ,R= V= ,2 0 M= 2,7 P ,l �= , 20 -- t 2- P = .1. SA G K si 1',i , AL EN"R. CHECK APR APR REVISED '.47E AsIviz z/Its/' J10.047 ; SRGK SACK RPck ?17 cf l ., B/J Y �`r2 1 o` 8 EAMS W - 500 o (Goo) v� 0. 07 / ` 10 9 8 7 6 .5 4 3 2 1 LEVEL 'hx ( in) . 01 6007 2070 ORIG. 6/73 216 189 160 131 102 84 66 48 30 12 0.65 0.65 0.65. 0.65 0.65 0.65 0.65 0.65 0.65 0.65 /0 SHEGV s Wx (k) Wxhx wxhk /Wxhx Fa: Mot -in) 140.40 122.85 104.00 85.15 66.30 54.60 42.90 31.20 7.80 6.50 674.70 0.21 0.14 30.13 0.18 0.12 23.07 0.15 0.10 16.53 0.13 0.08 11.08 0.10 0.07 6.72 0.08 0.05 4.56 0.06 0.04 2.81 0.05 0.03 1.49 0.03 0.02 0.58 0.01 0.01 0.09 1.00 0.67 97.06 .EN. GFIECK A►R APR. J. SVRKS REVISED J10.047 M 187 P ,1 m =2,37 M= 1,7¢ p —© M= 2,37 y =- , ( V = , In (,1 _ (,5 V = 1 /4= ,9 V -- .1 M = 3 G 7 V1 = ,L 5 v ,29 P1= 2.17 p/1-... 4 1 - r-,76 p/) . 9,76 _.�... /p — ,6( 0, 22 ,, _ ,, pi= 5,5( iv) = 5,5 V — V , • .v I( V 2v , � ,40 M— 2,9 � _ = 8,� P. P - . 1 M= GI( M - (o ( . ,✓ 12.2 V = 0 e h/ . P = o ii V= ', 1 1/x , .23 V -. ,�f6 V= ,1 pf1= 3,3 .M= Ca/6 IP =;1 Mz-:a, (.15 P -'0 M= 446 v= 12.3 v 4 V �. I ,41 V '1 t7 1,3 r/1 2 ■ A 9" 29 u r 2P 4 29 MQ7 , : GQM S' /MC - Peg � k s� A e Peg: G (ii «�H7 DI 6007 2070 ORIG. 6/73 • M= , m f1 C.14 . ra am r do- ,�,4CK S-rMv s l z Be rt 7 , a sf/eL VES itGoN = ;a7 . P v = ,/o M=/,s P =, V =,15 0 =1. .(7 P V= 118 iv) =. P=- /1 tel 3.2.. v .23 r P 1 3g ENGR. CHECK APR APR REVISED AiratedilKa .115.047 V — ,04 M= . ( ob P= n v d w = 1,7 V_ ,oC pi= I/3G P= o =.o M I,7 V— ,off M= 1,02 P= o V= 0 M - 2 , 33 v_. 1 M = 2,0 P= o V= o A/P -Zs3S n ?) M. 1 1,36 Pi a V.= ,5i pi,..-. 3,0( I V= 17 M= z,6.7 P_0 V-. M_3,0G V ,�� M. I ' 7 P =.-- 0 V= o P/1= 3' 7 i- V` ,2.0 t4 , P.= o V,0 M = a 74- V .Z3 M =41of3 P^ o V_& 1 4 LS D �a 11 I! ' '. ° V - N).-z- 2.76 V; i2. M= r l P _., o V _ I, K .07 ,o5 , n 3 s4 u I, , " /b Mg 5701,F PC vJ (( 7f M = 166 AGH l 1 Y$/ 7 Sh'& vES /2' BEAMS V •,04- M.; .G8 P — ✓ —lab M = (o2. ✓ '‘..% ,06 ) I.3G P = ov M i.7 P =o v = r1z M 2,oT v_ •12 M- 0.72 P ENGR. .CHECK APR APR J 54,e REVISED DATE lifiZEZAW ENGR. J, sV>;KS REVISED • •D%1TE CHECK APR APR 4 , 1Z k .05 V=" %G)o M = offk P;o M - 2,77 V r 3 ,y o M = 1,17 k 16 �OZ in it to ! 2N rVCYW GcA -vs: Tar:Tif(Gter177 DI 5007 2070 ORIG, 8/73 M=" Al' V = I93 V v Mr= .4 P--O Al= 1,31 N) = ► c67 P _ o m=2,17 . P= o — 2 r o V -- = o V = ,IE,V = M ►9G P - a 2,1 ti V = ' = k 1 P In M� 2, 7 ✓ — ,is v 1,35 P _ a 2.79 V = ► 1G, P =0 M_ 2, M = 4¢ V- '. 0 7 M = 1,02 P• o M` 1,31 V� ,13 V-- 0 M = 1, ( 6 , P= 0 2, 17 V - 0 P— PI= 2, 1/-= I7. Iv? = 52 V , .31 V= o M- 2,•7.9 P -" b M 2,79 Mc 2,¢ V _ Q lzfr� [ to SHELVES, ?% !F.«'$'B .%E3.f+ ' v=• ,o3 P-- v_ ► P ' = p 7 V = M — M= 11E P =° M_ 2,9- P= 0 V= x/. .22 . I V I 11 5. IP P-=v M= - - ?7 M- 1,17 3 P = o 1 11- r�I 1,7.6 _ V M r2,? V..v„ 1.5 fn h3,5 P =O �= 2,7 P V M= i,35 P�= o J 1 5.047 U =,d' /A_ , 51 ?' V =,0Co f v 7 P= o M= 1, ?/ V =- o t4.= 1 v=, o m; 2,16 .. v =,c M= `95 P-= o V = o M= I.,41 V =,13 N1 l t 9 P =° N)= 2,G1 V= o M= 2,/8 V ..° r I I M= r, P= �� a N1= 2 , 77 V = ,22. M= :*r9: P-0 V= o NI,. Z,77 -j /4 I ,/.7 P =0 • M= 2. lc? n'I- 2,g:- P°o r /1� 2 1'3 v I r9 ; /,26 P —a V 0 M= , Z M = 2, S2 P_..0 V:4 b Nl r .vim IS )v1 s 1, 55 P= °- v —° M 2,79 v 30 NI = 2,7 P =0 v - � P>a'..-- 2,'79 I re ,', / 9'¢ v =o I = 2.79 V= c) • v - III n= ,4 r I V = .'33 M = 2.97 V V.. . '!6 M. ►9G P_ o V 1. o w= ,33 / 1 I,98 4P =o I/ --'"A , , ,lo , ,0 3 "r 2 Zg % 19" 29" 1 2 4- �� / - r 8 u re /V676 ! Gva',�s A-ge- P . s 1M ;F. PLC' DI 5007 2070 ORIG, 6/73 ,54 r A7r7t4c •3''Y #2 (o N.G. VES P eCt ,Q4G v ° G . M= ,07 P V =, 0 td)— 1,31 p=. V = t. o P V 1 F� 0,35 v:.,10 M- ,9G P' o ENGR. J .BuEKS CHECK AIR AIR REVISED. 'DPE Asgeraesma J10.047 BEAM w = TRY LBF404' .Sx = Ix = Mn = Ma = Ma > Md1 +11 OK CHECK BEAM FOR SEISMIC MOMENT Ma(4 /3) = 31.79 (k-in) Ma > Md1 +11 +se OK it 5( c'F 10 12." i 9' F3E,4 N1 s i3Y v5 /NC\ sE') F MI . LUf9 m P 7 — II S req'd = PALLET RACK DESIGN JOB # 127017 -03 DATE 7/28/92 VERSION 1.1 BY JON BURKS INPUT Md +1 cen= °6.9 0 ± (k -in ) Md +1 end= .1.70'(k -in) Mseis = 1.46)(k -in) L = 120.00 (in) Fy = 42.00 (ksi) LOAD = 1000.00 (lb- shelf) 4.17 (1b -in) 0.27 (in 0.95 (in 2.05 (in 39.82 (k -in) 23.84 (k -in) CHECK DEFLECTION PALLET RACK DESIGN JOB # 127017 -03 DATE 7/28/92 VERSION 1.1 BY JON BURKS BEAM INPUT Md +l cen= 8.30 1 (k -in) Md +l end= '2.10?(k -in) Mseis = 3.25 °(k -in) L = 144.00 (in) Fy = 42.00 (ksi) LOAD = 1000.00 (lb- shelf) w S req'd = TRY LBF454 Sx = Ix = Mn = • Ma = Ma > Mdl +ll OK CHECK BEAM FOR SEISMIC MOMENT Ma(4 /3) = 38.26 (k -in) Ma > Mdl +ll +se OK 3.47 (lb -in) 0.33 (in 1.14 (in 2.75 (in 47.92 (k -in) 28.70 (k-in) CHECK DEFLECTION DEFmax = DEFact DEFL OK q �E 'LBF453 0.80 (in) 0.24 (in) PALLET RACK DESIGN VERSION 1.1 BY JON BURKS BEAM INPUT TRY LBC50 CHECK Md +l cen= Md +1 end= Mseis = _L = Fy = LOAD w = S req'd = Ma = Sx = IX = Ma > Mdl +ll . OK BEAM FOR SEISMIC MOMENT Ma(4 /3) -= 59.20 (kin) JOB JOB # 127017 703 DATE 7/28/92 9.70 -in) 2.40 3.85 (k -in) 168.00 (in)J 42.00 (ksi) 1000.00 (1b-shelf) 2.98 (lb -in) 0.39 (in 3) 1.77 (in"3)t 4.64 (in 74.15 (k -in) 44.40 (k -in) CHECK DEFLECTION 0.93 (in) 0.23 (in) C. DE fv1 /NE L . i PoP -E ' ) Is- RI Bv7`7o 7 RANSVE RsE DfRc_71oN THE W R S7' C S Es Fo 14/ l W rc-/ 13, -Y 'Z roR s ///&e- R,gch' .qND 0 i Cf/ / BA?Y sue/ gc K -- L3i G K RA-c< . - rteleg E FORE OniG - r es 7Ydvc c 4 s E S w i ,N44. Y Ei , $nSE srgWg. V= Z�Gw kw V = / /3 75 V= ,094 -k LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k-in) . 7 216 0.72 6 182 0.72 5 148 0.72 4 114 0.72 3 80 0.72 2 46 0.72 1 12 0.72 0 0 0.00 o 0 0.00 DI 5007 2070 ORIG. 8/73 .1 1(150) W •7( /G ott) tw ,vv i _ '5.0.5 . E 97771Cii -T / 84 Y # / 7 stiff =G 1 2' 8E,4 /4S F - c 4 - Bt1G /e 155.82 131.29 106.77 82.24 57.71 33.18 8.66 0.00 0.00 0.27 0.23 0.19 0.14 0.10 0.06 0.02 0.00 0.00 0.19... 0.16 0.13 0.10 0.07 0.04 0.01 0.00 0.00 40.60 28.82 19.06 11.31 5.57 1.84 0.13 0.00 0.00 5.05 575.68 1.00 0.69 107.32 p `6% /4 // © Yom/ 7l A/ / 5 P" +A// NGt/ O �2 B 7s t EQ‘ - j1 ,ee 4) EN R; CHECK APR APR J. &APK5 REVISED Arawfwg 15 J10.047 Mow = /0732 6,/5) = /Z 4 x's = - 7(/000 11.) 570 ' + 7( /„Sbf 20''_ 9/ 9 / / l / = 0, 7f N /23 REQ`b 1, 602.3,1 V = G 90' as 45 K «2 . K Wi/e go cr L w �' S 15o • s PEG I A GNs f�� C`7TDN, 1RY 2J P DI 5007 2070 ORIG. 6/73 .�GSD 4007 �s G /, 33 P5 ,34-5 4o /, 0,G8 4. (, 53 v., Iv KVi /K Sot - vy 4 .14 2 , N � PEc I ", L //Ys PEc-7 'so,'1 i3AG -- • Oi EN6R. CHECK APR A1R REVISED' arizezma J15.047 l , ATI - 4c - 13.AY 2 7 s /et.ves /4' 5'9145 s /NC4,6 RAc W = 70Op0 / t Soo' 7(f5?) LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) 0 7 201 1.22 245.22 0.27 0.32 63.33 6 174 1.22 212.28 0.23 0.27 .47.46 5 147 1.22 179.34 0.20 0.23 33.87 4 111 1.22 135.42 0.15 0.17 19.31 3 66 1.22 80.52 0.09 0.10 6.83 2 39 1.22 47.58 0.05 0.06 2.38 1 12 1.22 14.64 0.02 0.02 0.23 0 0 0.00 0.00 0.00 0.00 0.00 0 0 0.00 0.00 0.00 0.00 0.00 ni Rnm •n,n no in ai7a 8.54 915.00 1.00 1.18 173.41 / ©t //' R 7C/ /v/ NG • F 4/ /7oR. 80 t--T • RE c2' • 273 ; Q-/ Y_,A(1, 15) -- 199 I'�IR�s Z; -L 7 ( i so !mil k -1N IGI 199, le-/N (, 5 199 � --- I 'o ! .` -`N 3,4 5 40" 0, 59 - (4) / /2' � Kwr/ 77T W /orr . s .t `rr',° 4; ! tz e Al5F EN6R• J MKS CHECK APR APR REVISED. DATE J 18.047 .�� 1, 33 P5 3, 9 0 g(l) 1(4 s4) CW�} 4G2 • L i E : : ( 4 ) / , / e ' % K W S ot- r Jr. W1 ovwr S PEC / f1 L_ /Ns c"1" /2. t4i v, EN1BE 1 S / RAC I .EH6!. . CHECK APR. JI REVISED, DATE ArateArAw PeI R M / A f E. F,o Rc. E s in/ • co�;,v ✓') N CA US '1,eA NSv RsC 1-0. DI 8nn7 2n7n nmi6. 8/73 C woRs7 CA -..SE Is 4 7" Gil t 1 A/7 I Y 2 k 7 SHELVES 14' P MoYr:_ 1 13, t EN6R.- CHECK A►R ARK B u g 17.E REVISED DATE J15-047 • COLUMN INPUT (DL + LL + Slong) M = 3.85 (k -in) p = 3.75 (k) (DL + LL + Stran) M = P = L _ A = Kiong = Ktran = Rx Ry = Sx = Sy =. 0.00 7.74 (k -in (k) TRY LM30 COLUMN UPRIGHT 45.00, 0.88 1.50 1.00 1.29 1.10 0.89 0.60 (in) (in-2) DETERMINE COLUMN AXIAL LOAD (Pa) LONGITUDINAL DIRECTION CHECK BENDING IN COLUMN Mn = Ma = CHECK COMBINED STRESS P /Pa + M/Ma + M /Ma = Fe = Fn = Pn = SF = Pa = CHECK BENDING IN COLUMN Mn Ma = CHECK COMBINED; P /Pa + M /Ma. <= P /Pa + ' M /Ma 37.49 (k -in) 22.45 (k -in) 170.41 (ksi) 39.41 (ksi) 34.87 (k) 1.74 20.09 (k) 25.35 15.18 1.33 0.37 OK DETERMINE COLUMN AXIAL LOAD (Pa) TRANSVERSE DIRECTION 0.39 : COLW = COLD = BPW = BPD = EXT = PRESSURE UNDER BASE PLATE DUE TO AXIAL LOAD & MOMENT PAXIAL = 58.59 (psi) PAXIAL =P /(BPW *BPD) PMOM = 15.04 (psi + -) PMOM =M *2 /(BPW"2 *BPD) BASE PLATE UPLIFT PUP = 43.55 (psi) '(IF NEGATIVE THERE IS UPLIFT) PUP = PAXIAL -PMOM MAXIMUM PRESSURE UNDER BASE PLATE PMAX = ARM LO.= PRESSURE AT FACE OF COLUMN DETERMINE THICKNESS OF BASEPLATE 3.00 (in) 3.00 (in) 8.00 (in) 8.00 (in) 2.50 (in) 73.63 (psi) 5.50 (in) 19.58 (in) EXT =(BPW- COLD) /2 PMAX =PMOM +PAXIAL ARM= BPW -EXT LO = PMAX *BPW /(PMAX -PUP) 64.23 (psi) PFACE =(PMAX -PUP) /BPW *ARM +PUP PUP >0 PFACE =(PMAX (LO -EXT) /LO PUP <0 BASE PLATE BENDING MOMENT AT COLUMN FACE MPL = BASE PLATE THICKNESS THCK = 1762.49 (lb -in) 0.22 (in) US E g . x 6 " REFERENCES MPL = PFACE *EXT"'2* BPD /2 + (PMAX- PFACE) *EXT"2 *BPD *2 /6 THCK = (((6 *MPL) /.75 *36000 *BPD))"'.5 UNIFORM BUILDING CODE STANDARD 1991 Mn = S *Fy SEC 27.915 EQ(15 -2) Ma = Mn /S SEC 27.915 EQ(15 -1) DEFmax = 1/180 SEC 27.1104 DEFact = 5w1"4/384EI Fe = pi Fn pn = SF Pa = SEC 27.916 EQ(16 -6) Fy(1- Fy /4Fe) SEC 27.916 EQ(16 -3) AE *Fn SEC 27.916' EQ(16 -2) 5/3:A 3 /8(Fy /2FE)".5 Pn /SF SEC „27.916 EQ(16 -1) PIG E c et P5 pi 4.. ,4E AL nnnn /tfltt Q/7•2 sT.RVc,TVRA sLAa 9 / 4" sLA S 0/v "77 /W Sete Pa- ES p r e . /N0 4 - 7 l2 / - 7 '. " x 8 ' - 1 4 6 I / 30 To CA-PAc rr ? rrs Ry AREA PEF PILE = (12,1 4(8,ZA') IQ .2 0N4 Y c'AJ5 Si,V& RA B40,e 7V . 9ct RA.C, ( c,t ocL vP y WoRST e ,45E 471AG1/, 5 , 3,4 l Pr.:. 9 2 k • GMirp .- 92j , l5 % /o.e.zr,Z /Z pT / ->L (is s) ( ,.S 4� A ) ... / 3, ✓� Pit E 444b vVA - SLR &C) > 22,7 ` OK, t i I' -at+1, = 9,2,. ,Dl5T, sci7 'v -e Ca CA 'M) ,sue it = 4 ? ,p14/6 33 l ) L. 0 AID P tad T' W 9, 2 / 0 0 7 ._ ▪ ▪ 2 2 I �`Fj' - 2, (2,10 -x... "7. iz.&' pp � 14= ( &lc; — MR-, g 2l - ,4cz /3, G, 10 /Nei = .53 (1-7-/*/r7) (74 = 2, 1 K '/, 9 •zs (1 +13) 7,75 " , r / - ( " - 0, ,3G ►N-71Fr 24 ( 7. 7,5 ") ENGR. CHECK APR APR J SDKs REVISED DATA AtirdZEZAV 2. J113.047 cow 't1N s7g.ir� 0, mvz7��7, / zs • O. 7 /,v .s-re e 4 4 = "7 S 3/;;/ e'. o ff, /N 7riofsyore PI ∎2Icnom tree/(e— / 7 /ODG 5 2f God !'G FOOT 9.2 V. , y ..1 l ( • In = S 3 — 2 ( I • 14 -- Mb 7 t E 2 / -- e GZ O iiI6 ° /F - r) ( .994. ,c4/18 = 7, 7 .x • t rid ,bo 'Sr • ( % `f • a q. rs ( 7 7. - l z ¢, 74-1/A1 =- 4 # 0 60 '(ev z-' C' SGT Ott 1,) TVVO w"' .sfr-ie bo ; 7'-- -,, 7;) 9 (3 Vc : a '3c7 Ns l0 3 " ,7,s 39, 7 VG = /e3•"( i) 3 ?, 7J pit/e Wrty 5/' f t bo a 4 60. = q r67 r s iro (n/ 77 Rec2 'D Pe 4 z. /1' 9 ►Z .^ w D/ ENGR. CHECK AIR APR J. eve,er REVISED • DATE AVIZEZIMM 25 CHECK momEN - r cA P / o-x-- -7,7 . /M 1 ,4L-1 , o W DI B0071070 oRI[i. 6/73 41' //V CON//7 b c' /9771GH -4# / � 5.1Y Z %�. 92 - i/V NoR/ L. sreEss 55.76 e 1, 35 5TRE,SS /A /CRe4SE ReF : L-OD / ✓ e-r/ 3G - TEc// ci1-c-5 ENGR: CHECK APR ; .. r� ► F3tla REVISED, p/1TE AreirExsia • LMT FRAC K 42 Ks c. go w spAcE R C PR►GHT n; ann7 nn,n Anil`_ c 17 MATERIAL- TO BE ORDEfE17 L:/v7 3 2-/G - 40 euE3P UP1&N7 FMi4 w/ p i'x 3/ 5EP. `77 w / 6 ' / P /fi f3ER/YIS /O' eel] L SF 4o4 - /Z o - 6 B 1 o' 8em 4 P/N /2' 54A7 i 3F 45 1 / - BB /0` 8 m-/vi 4 Pim / 4' S E A M , - / G - 6 /4/ 8E4M 4 P,N Rs- iZ ( ROW S N yr Lt_ E WI RE pEc -f 40 x 54• 2 4 MESS -I 2 stet 4 f2ou S Ci 7S ? I!?u CAPAcdr 'Y FoLy PA // 40 x 5 S SI} S P5c-5 , AS A eoVl 4 X 47 SAME sPEGS, , S 1BoVE r9 ,3D4,TS / / 2 x 5,(Z Fl, 8o os WILT/ l /W/ ,O1-7 TT'. (1//;t2 6Meep, EN6R. CHECK APR APR J , SCI Ks 6/5 REVISED DATi 495SP:C,IvG 1 I e.ea7 • ! 0• 0 . ` i 0 • O C 0 0 ' 0 • 0 0 J 0 . .. 0 0 0 l ' 0 0 0 0 C' . 0 `.0 J J. 0.0 0 0 0' . 0 O : • L t3'. €, .. ' C j .� ••• • rI C) • U t 0 t;' • 0 0 0 0 0 C t _, , J 0.0 .0 0 r.p.C. 0 0 •_ .L �� C -1 O 0 0. 0. O • 0 L 0 .. ' ■ 0 C. q. 0 C. t: 0 `, • C { O Q. d ' 4• i ■ 0 ` � . 1, ` 1 . � 1 0;`� C O 0 . \. C• 'o; 1" a C • CO J � C 0 t ■ • ,, , _ , -' • 0 r + .0 0 C ( 0 0 1 t- .` 0 CO . .�� O O 0 0 0 0 0 t 0 a .(1 t, , o i 0 l 'O ' 0 .1 .1 0;0 C .•...) o 0 • '00 0.0 0. 0 J••J 0 'i 0 L :, 0 010 ) OtO 0 _ _ - q . t\ 0'0 0 0 . 0.- C ' .. C O `, �, `1 `, �} c,! 0 •. 0 0 0 1 i . ',.7 i • # „ 01 i , .' ' '` o 0 0 %. '? '' 0 .. ..� 0 v l r'' ' 0 0 '0 0 0 0 .. ::. • <,, 0 0 .0...0'. t,1 1 I 1 I 1 1 I r I 'I . . .• 0 .,• '0 0 O . . 0 .. 0 0. 6 0,0 0 0• '' 0 O 0 0 0 o 0 0 0 0 0' C. J 0 0 C, 0 0 0 O o •o -O , ^ ..0 •0 O C• C C' C • 0 .0 0 i 0 0 0 0' .D 0 C' 0 C' 0 u • • 0 0 0 ` ti .o r:: • - _ r C' ; Y • , e - . -- 0 . . 0 .J • 0 .- 0 0- 0 -- 0 0 ^ . 0 -r. MQ -r %° • ._.. �— — ...I 0J ; L °_� • 1 O T' 4 ' • 1 + • -4 «, �c� ./ ! �t,• r T.YFk A L. r RU C R.A1 i F " Y P -G • ` i�- •C i L l 4- 0 Ci. a • .. r• • tMse� .r 13.6.10 Provisions for Effects of Pattern Loadings When the unfactored dead -to -live load ratio is less than 2 (high live -to -dead load ratio), the effect of increased moment due to pattern loading can be neglected in the analysis, if sufficiently stiff columns are provided. If the columns above and below the slab do not meet the minimum stiffness amin of Code Table 13.6.10, and the dead -to -live load ratio is less than 2, the positive factored moments must be increased by the coefficient computed from Eq. (13 -5). DESIGN AID - DIRECT DESIGN MOMENT COEFFICIENTS Distribution of the total free -span moment Mo into negative and positive moments, and then, column and middle strip moments, involves direct application of moment coefficients to the total moment M The moment coefficients are a function of span (interior or exterior) and slab support conditions (type of two -way slab system.) For design convenience, moment coefficients for typical two -way slab systems are given in Tables 21 -3 through 21 -7. Tables 21 -3 through 21 -6 apply to flat plates or flat slabs with differing end support conditions. Table 21 -7 applies to two- way supported on beams on all four sides. Final moments for the column strip and the middle strip are computed by directly using the tabulated values. Slab Moments Total Moment Column Strip Middle Strip (1) Exterior Negative End Span Positive 0.52 Mo 0.31M : t Q.21Mo First Interior Negative Positive Interior Span Interior Negative ., The moment coefficients of Table 21 -4 (flat plate with edge beams) are valid fork z 2.5. The coefficients of Table 21 -7 (two -way beam- supported slabs) apply for a4 //, z 1.0 and fit z 2.5. Many practical beam sizes will provide beam -to -slab stiffness ratios such that a,l, //, and (3t will be greater than these limits, allowing moment coefficients to be taken directly form the tables, without further conderation of stiffnesses Table 21-3—Design Moment Coefficients for Flat Plate or Flat Slab Supported Directly on Columns Notes: (1) All negative moments are at face of support 9i -1d 0.70 Mo 0.53 Mo 0.17 Mo Interior Span 0.35 Mo 0.21 Mo 0.14 Mo 0.65 Mo -: 0.49 Mo • 0.16 Mo hi DEPTH EMBED. (merles) r.. 2000 w+ t •, a 30116 pod r, a 41600 pr, r, _ WOW pet Tension T Tr+a.cr+ I Sam Te.,ron ...., • T4r..ae.t wen' S0. !nap. without So. 1036. With' Sp. Insp. Wilt' Sp. Ingo Shw With' Sp. Insp. Without' Sp- In+C. yew trowel St► torte wirese' SP. h.0µ Shoes oath' Stli. wA. terra rt' So. Iwq► Shaer '/4 I ' /s 2.50 123 400 310 155 400 360 I 80 •s00 440 220 400 1 /4 2 525 265 400 550 280 400 590 295 400 625 315 400 1 / 4 3!/ 62.5 315 400 625 315 400 625 315 400 62.5 315 400 Vtt 1 /M 500 250 923 615 310 975 710 355 1.025 800 400 1.025 3/8 2'/2 1.125 565 1.100. 1.210 605 1.100 1.290 645 1.100 1.450 725 1.100 1 /3 4 1250 625 1.100 1.300 650 1.100 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 1.8.30 1.625 815 1.840 1 /2 3 1.750 875 1,840 2,000 1,000 1.840 2.2 1.125 • 1.340 2.625 1315 1.840 1 /2 6 1.950 975 1.840 2.165 1,090 1.840 2 375 1.190 1.8-U) 2.625 1315 1.840 /s 2 1.500 750 2.875 1,750 875 2.875 2.000 1.000 2375 2_ 1250 2.875 3 /3 4 2.250 1.12.5 3.12 2.670 1 .335 3,125 3,090 1.545 3.115 3,925 1.465 3,125 3 /3 7 3,000 1.500 3.125 3.250 1.625 3,125 3500 1,750 3.123 3.923 1.965 3.115 1 /4 3 1,850 92.5 3.875 2,175 1.090 • 3,875 2.500 1.250 3.875 3.000 1.300 3.875 3 /4 4J/ 2,750 1.375 4.225 3.875 1.940 4.22_5 4.500 2.250 4.. U5 5503 2,750 4,215 . 3 /4 8 • 3,750 1.875 4.225 I 4.623 2315 4,2.25 5.500 2.750 43 4 .225 5,925 2.965 4 "c - I 4 3,125 1.565 6,625 3,800 1,900 7,125 4375 2,190 7.62-5 j 5250 2,625 8.62. 1 6 5,000 2.500 8.625 I 5.815 1910 8.625 f 675 3,315 3.625 { 8.2.50 4.125 8.625 1 9 6.250 3.125 8. 5 I 7.190 3.595 8.615 8.125 4.065 3.625 1 10.(0) 5.000 '2-.o2.i. ANCHOR DIA. (Inches' DEPTH EMBED. (h+crlool r, a moo cal i r, • 3071 ea r, ! 4111111.p el • • : ; y�, - _ Tenesen Sher T.n..o., T a.raer I Sam - .5na on ...., • wen' S0. !nap. without So. 1036. waft.) So, h+em. saeew,r 5p. h,ep. Stacie, =awl :Iw. Mew s e a sewn 57► Mew ^ , , , .'o. tau. Su. trim 1 /4 I' /, 300 ISO 52-: 315 156 540 223 165 550 :5.. -5 /4 2 440 220 0.0 520 260 550 520 260 • 550 t 520 i 260 5v0 1 /4 3J/4 520 260 550 320 260 550 523 260 550 520 2 60 •:.54) 3/, I s /, 4 00 200 825 I 460 230 950 515 260 1.075 625 315 I ; . , 50 )/a 2' /2 875 440 1.250 1.023 515 1.2.50 1.175 5% 1.250 1.350 675 j 1.1 /s 4 1,000 500 1,250 1,250 625 1.2.50 1.350 675 1.2.50 1350 675 1 1.230 I 1 /2 2 800 400 1.700 1,000 500 1.740 1.230 600 1.775 1.230 625 1085 I /2 3 1.250 625 2.085 1.625 815 2,085 2.000 1.000 ,. 2.085 1250 1.125 2.08.5 1 /2 6 1375 690 2.085 1.765 880 2.085 2.150 1.075 2.085 2.550 1.275 2.085 3/3 2 1.175 590 2.625 1500 750 2.875 1.700 1150 3.12.5 1,800 900 3,1255 1/5 4 1,750 875 3.125 2.2V 1.125 3.125 2.750 1375 3.125 3.000 1500 3.125 3 / It 7 2_230 1.125 3.125 2.825 1.415 3.125 3.425 1.715 3.125 3.425 1.715 3.12.5 1 / 4 3 /. 1.450 72.5 2.700 1.825 915 3,100 2,200 1.100 3.500 2.450 1225 4.500 3 /4 4 1.350 1.175 4.215 3,050 1.525 436.5 3.625 1.815 4,500 4375 2.190 4500 1 /4 8 2.750 1.375 4.500 3.625 1.815 4.500 4.250 1125 4.500 4.800 1400 4.500 I 4'/2 2.925 1.465 5,700 3.625 1.815 6350 4.325 2.165 ,7.000 4.500 2250 7.000 1 6 4,125 2.065 7.000 6.000 7 1 .-1 75 3.000 7.000 6.750 3.373 7.000 6.875 3,440 7,0(X) I 9 5.250 2.625 7.000 3.750 7.000 8,800 4,400 7.000 8.800 4,400 7,000 Page' 3 of 4 TABLE NO. II -KB-11 CARBON STEEL ALLOWABLE TENSION AND SHEAR VALUES (In Pounds)t TABLE NO. III -A1SI 304 AND 316 STAI v I F' S STEEL KB.41 Au comaLE TEAl6$ON M40 St•l EA h 0 a t .., c . S t �.� • s c Report No. 4527 'The tabulated tension and shear values are fo anchors installed in stone- agsregarae coeezex having the wwrpressive sartgtn .0 the time of installation. C..n. aggregate must comply with U.B.0 Standard No. 26-2. =These tension values are only applicable when the anchors are Installed with special inseecnoe as set forth in Sm 3Cro • f -. ,v:e } These tension values are only applicable when t te anchors are installed wichoee special ins?pecaoa as sex forth in Section .td )i •tie 'The tabulated values are for anchors installed a minimum of 12 anchor drarreares cat censer for 109 percent efficiency Soa...t , ,. . • t.: diameters provided the values are reduced 50 percent. Linear interpolation tray be used for tsvermedince spacings 4 'The tabulated tension and shear values are for anchors installed ins one aggregate concrete havtng.the compressive strength at the tame of iruwtat,o . Concrete aggregate must comply with U.B.C. Standard No. 26-2. 2 The , e tension values are only applicable when the anchors are installed with special inspection as set forth in Scan 306 of the code. t T)tese tension values are only applicable when the anchors arc installed without special inspection as set forth in Section 306 of the code. The tabulated values are for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacing may be reduced too u,Chor diameter. provided the values are reduced 50 percent. Linear interpolation may be used for intermediate sparin . REV1StONS VI. I li V I.t � ' • OM METAL TECH., INC. LODZ. CALIFORNIA- ,t7215 , %74 - 3 �/• .1.o4- . ¢4S, �, / Z 'JI i.2749 +'l 114. 3.073 G053 1 /.10$ o ,40053 .,7c5 ht/60 1.'5901 rGaO� .6 .415x1 •7094 S *7 1.7 12121 i rzct GII:7� $K. !Y: zrsi as Ys IA, 7 7 .017 n�+ N .7 $y1.. ff4. 5,715'1 i.s ON. 1 y1.. .7 I, PA. n� !/7 S.1 .t1 .7110 Mood` L 602.b t..6o3' /.13C.36 1.8d 0 1..6C.+0 L. 6c 15•8 ,,Sc 65 La 1.6C GoA 1..6r$04- .. 6 X3 1 4- 6P *O* t . �y o 75 .o79 , 07% 1.180'. /.961 sa t. oil t I s bot73 It .7/4 4'315 1.1.z5 .1 .8$17 f• 1. 1. 1-103 j.o93 , 192.1 015 /. bvss 1.05 1 A oil 1.004 1,635' 1.009 C 8 AA 56C-77 ON f ' �t gP Nf nif b �L DIA•1040,00 4 4...'rAt•s Ira INQ/oif % su �y % 4.1' i f' 7.7524 I.l "rl 1 •I 17 8 • 3 3 H-234 rrc memo aurs an¢c1 NU. DATE DRAWING N am J+ 47 ��.: I 14. Post•tt'" brand fax transmittal memo 7671 I M of peace ► lts ` ‘ 'Pram o . IZO a1 r G Co. Dept, Phone u . • Y Pax N 5 . 4 2E59 Fax it `— • • 'rte. G>µY,x le" 4 es A q•ca G' 2.0 p� zmr 4, .7s C "5:71 t ) or, >t 4 1 .75 (vl t t.') t x.. - z.14 4) .i ,7 S t's'il: G.') S7,43 .r. 5-,9 t2.., R'" N • re rr +4 c.t% s S'. 2C, k.lr 1.s S STRto s LODIMETAL TEG OLOGY 173 _ 2' 5 PIN C8EAM BRACKET N's UV ,g4iir . .i LB. '5EGTtON A - A .w.r •14•1■11••1 Pt Alm .'.1) 12: LB 1�0 P s PREPARED BY l_t5 Y. U4 N DATE / - / I 4 7 j SNT No. k / 4 14 Q «4 . 1 /4/81 A c,cOw , MOM, CA 46 * • kt o ( 19 8 5'4 -1 et) . - r 4a t {s tI...... P r ► a et C , 0 1 .") z417Sy t70/4.75.' ) ,� � / 4.7�' ) e•11 t'si<r M.r�s�••7S Cx•717.)i• 4.75 .e..1 277 5 - 4 f,5rt . )+ .7 5'. ( 4 11 1.5 + %%.'41 •}• 4..,14. 'r' , 3 °T a 4 01- y. No R M A t.. S•r it a 5 R - .3 RTHERN STEEL,SER. I D - METAL � �.. �C. LODI, CAL,YF'ORNIA -1• t I _...._.. 1 _.1 1''2 -•. 1 '7 •. ... ,:0 ‘. :yam _ / • : . ._•; ,..1 • ma... • IE. • I 'Z. 1 I 1 l I 1 1 I i� 20 ... • :30 % • -40 .... ,.......I. • • .. • J H i !� I 8.29.1991 9106 !-4 1 oJ`t'" PRQF'E RTt E • • ► G.r /'%1•.1:D BY • DATE 7 /2. 41 1/5 NO REVISIONS G :opt. -• Phone N . M of pages Poat•It" brand fax transmittal memo 7671 L L O W A,T6 t_ . AMAL LOA, C) ?Pict, Atst 195r •^- N e t M A P. 1 °.• ILL I • DRAWING NO, I . 1 . ,.._...•_____ . Sa 60 ...- 7: 8 90. k . f' —..1.4 e W t< 4 • - SY I DATE i = • OAT A WT, "/ t r,t K 5,x '5 1 �..... _.. r1"1 - Lel 5. 1 1 1 ° ry Y r.._ x AO , _297 .174 19' .0eg3 t I I VO :61.34 ___ :G3y9 ip456 4 ; 4o:4 e d r i e .015 .2.13'3 .916 15." .1i7 f5% . 1444, . 0:1.444 ;aced:- : 4c►4.';, ,i .1cs ,3SSS h ° 10'b , %4 Irx, ; I S14 ,c0041 ;66'1.1_... , o "7b.'1 _47. ,4405 .tss .4.87a 1.c43 a.tie" • 170 , 11:15' .5 14- ,o14ST . .d9bo . .,`):r,S A 55'1 del .641 2,IF2, 5•' .210 • 19.4;3 . 1 • .i6`.%6 , 09'17 .12.7C.. , 3S°•!, . Sc E.. .1.y •,3212 2.74e 4. ;•At • ,•3Z35 4••s ,fl84 , . /40S . .5,1.'.9 RTHERN STEEL,SER. I D - METAL � �.. �C. LODI, CAL,YF'ORNIA -1• t I _...._.. 1 _.1 1''2 -•. 1 '7 •. ... ,:0 ‘. :yam _ / • : . ._•; ,..1 • ma... • IE. • I 'Z. 1 I 1 l I 1 1 I i� 20 ... • :30 % • -40 .... ,.......I. • • .. • J H i !� I 8.29.1991 9106 !-4 1 oJ`t'" PRQF'E RTt E • • ► G.r /'%1•.1:D BY • DATE 7 /2. 41 1/5 NO REVISIONS G :opt. -• Phone N . M of pages Poat•It" brand fax transmittal memo 7671 L L O W A,T6 t_ . AMAL LOA, C) ?Pict, Atst 195r •^- N e t M A P. 1 °.• ILL I • DRAWING NO, I . 1 . ,.._...•_____ . Sa 60 ...- 7: 8 90. k . f' —..1.4 e W t< 4 • - SY I DATE i = • r • • V1ETAi ' : TEQH. hIc. LODY, DXLIFf,)RNt = -• • . K 3 l... \41 -`1 1:2 re. P r._ • k.:- �..,�r6- .�:.w+.;' ta.P4 /a: 7/ u / LM C._ -) /C - - ,I1;.ET NO, DRAWING 11C x•• t 201" 174" 147" 66" 39" 12" ATTACH. #1 BAY #2 STAND ALONE SCALE: NONE 9/16" DIA. HOLE FOR 1/2" DIA. ANCHOR BOLTS. MIN. EMBED, 41/2" MIMMAMM.1101. FLOOR REF. 8" - 3/4" r SECTION SCALE: 1/4"= 3/4" re) . 215" 186" 157" 128" 99" 70" 41" 12" ATT/ .GENERAL NOTES 1. ANCHOR PALI 1/2" DIA. ANCH DRAM SY; J. BURS' CHEOCED BY; APPROVED APPROVED BY 2. SEE ARCHITE DATE: 7/28/92 21- FLOOR r 1 Mb MP 3/4" 7- 3/4" 3 Ir • •I• F E ug — REF. LONE 8 " SECTION SCALE: 1/4" =1" 215" 186" 157" 128" 99" 70" 41" 12" GENERAL NOTES: ATTACH. #5 BAY #1 STAND ALONE SCALE: NONE 1. ANCHOR PALLET RACK TO FLOOR AT ALL BASEPLATES W/ (4)'. 1/2" DIA. ANCHOR BOLTS MINIMUM EMBEDMENT 4 1/2". 2. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT OF PALLET RACK. PALLET RACK .s®eswfrEF D.C. 127017 "A" 72B920728 SMEET NO. S-1 216" 182" 148" 114" 80" 46" 12" ATTACH. #1 BAY #2 BACK -BACK SCALE: NONE 9/16" DIA. HOLE FOR 1/2" DIA. ANCHOR BOLTS. MIN. EMBED, 41/2" FLOOR REF. 3/4" r i SECTION SCALE: 1/4"=1" ' 3/4" 1 / 206" 177" 148" 119" 90" 72" 60" 48" 30" 12" ORAVAI BY: BURKS CHECKED 8Y: APPROVED BY: OVED BY; DAZE: 7/28/92 ATTAC GENERAL NOTES: 1. ANCHOR PALLE 1/2" DIA. ANCHOf 2. SEE ARCHITEC1 21 -0 FLOOR - REF. 206" 177" 148" 119" 90" 72" 60" 48" 30" 12" DRAV D J. BURKS; 7/28/92 CHECKED BY: APPROVED 8Y: APPROVED BY: GENERAL NOTES: ATTACH #5 BAY #2 BACK -BACK SCALE: NONE 1. ANCHOR PALLET RACK TO FLOOR AT ALL BASEPLATES W/. (4) 1/2" DIA. ANCHOR BOLTS MINIMUM EMBEDMENT 4 1/2". 2. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT OF PALLET RACK. 21 -04 PALLET RACK D.C. SHEET NO. 12701 7 DRAYlNO HO. SK72B920728 s - 2. " SECTION SCALE: 1/4" =1" 3/4" 7- 3/4" :: r 1 :: _' J FLOOR - REF. 206" 177" 148" 119" 90" 72" 60" 48" 30" 12" DRAV D J. BURKS; 7/28/92 CHECKED BY: APPROVED 8Y: APPROVED BY: GENERAL NOTES: ATTACH #5 BAY #2 BACK -BACK SCALE: NONE 1. ANCHOR PALLET RACK TO FLOOR AT ALL BASEPLATES W/. (4) 1/2" DIA. ANCHOR BOLTS MINIMUM EMBEDMENT 4 1/2". 2. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT OF PALLET RACK. 21 -04 PALLET RACK D.C. SHEET NO. 12701 7 DRAYlNO HO. SK72B920728 s - 2. " SECTION SCALE: 1/4" =1" 9/16" DIA. HOLE FOR 1/2" DIA. ANCHOR BOLTS. MIN. EMBED. 41/2" - 3/4" SECTION SCALE; NONE 3/4" Il • 216" 189" 160" 131" 102" 84" 66" 48" 30" 12" GENERAL NOTES :. ORANN. 8ti1.. ."1 J. BURKS 7/28/92 CHECKED BYi Nam= an APPROVED 8Y* ATTACH #5 BAY #2 BACK -BACK 21 -04 SCALE: NONE PALLET RACK AINTO®Pw S -3 1. ANCHOR PALLET RACK TO FLOOR AT ALL BASEPLAJES W 1/2" DIA. ANCHOR BOLTS. MINIMUM EMBEDMENT 4 1/2" 2. SEE ARCHITECTURAL DRAWINGS FOR PLACEMENT OF PALLEL RACK.; ITIMEEV NO. .,.. 127017 ORAWNO NO. SK72B920728 SHEET NO. S 3 BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 21 -04 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR CANTILEVER RACK INSTALLATION JOB # 127017 -03 JULY 23, 1992 JON R.BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL G. MCKINNE c CITY OF TUKWILA APPROVED $FP_1 192 Btl{I. )Ih G DIVISION RECEIVED CITY OF TUKWILA AU( 3 t 1992 PERMIT CENTER 1 EXPIRES 12/11/6\5 T S AW4LYsts P�? THE ST�'•vC - fl-' L ApEQf/iel-C-y of ME c-A N rl�EV�� FO vR L c7, cA s E x.42'(2E-,z siA/Ci L6 /11:2-m ao" (f/7,9CV, 4. 7 1 5!/vc7L drfE3` (31 414. 13 P©vg t, IYt Coo" (A-r 41- POUB ■N1 fig �APY I7 12, ) 771 woRsT L ow GO F' *'Vi /A-'7 0MS 1716 4,0 G "-s: E W 11W - 77 - 16 W RS?" D V r 1 1 , E 4 / 7 1 o M E N 7` W AS DE:1 Elz.I1 tNE - 1) F0 R._ slat A-1 6 CHECK APR APR 127017 - c DI 5007 2070 ORIG. 6/73 .J15.047 PE?ERM / NE S I E © WORST L/ !S v// S!NGTZ -E � GK 8 A-F? N1 S ( 7) Movr - IS41 x •_ " M res = 2 i0 ''"' /; *3G 7R`` 01,13007 207 0 .0 R I O. 6/73 1 5( 210 72 rr %11 F 72 . G / 1 Py = - 1s0o Ib A, 30 1_7 4 g DLTS 3k 2 (1 , 1/ e "( / (N. c � O I (7 c. k33 0 a r EN6R.. J , aigKs 7/2.2, REVISED. DATE CHECK AP R APR AfraZEZAW .115-047 4 i MATER 1A L TO L/NlT RACK S (Airrcs 1 7, l & ; c. R19 K GI1 US 21 G -- 48C (/Tli6f7 18'14 CA v s 01G - Go G UM‘(C&H SASE 16 (rn cH. tz 4 13 4RMs DI 6007 2070 ORIG. 6/73 BE �Fy 4 2 i(s � C>g Ut3 2- 16 -- 48t--1 VAR I UM1 . SSE 1 8 / H CA UP 2 IG -- GOH (iPeI &H-7' 4 BASE 18/1.4 CA X00 > 1 00 C,4 48 rq 48 c) D RE D ENGR. CHECK AIR 'APR J ; 15ue7e5 7122 REVISED DAY J10.047 /9G ii 19.0" _1 /73 19.0" t+' /50 . 1 i 19.0" IZ " or 19.0" 104 — f 19.0" ■ 19.0" 5 S 19.0" � f 19.0" it 35 ■ 19.0" 1 2.0" . ,1 ! 18' (216.0 BAY 1 CANTLEVER RACKS 7 a,f14,-Pr.-&Al 7 KEY A 1 -12 B 1 -12 D 1 -9 Pi v , a 0 FLOOR . CANT ILEVER ARM IS L5:O' WIDE,. SPACING DOES NOT IT CANTILEVER RACK DESIGN VERSION 1.0 BY JON BURKS INPUT ARM ARM LL := ARM DL = FY arm = L arm = IMPACT = L fact = INPUT COLUMN 1000 (lb) 50 (lb) 42 (ksi) 60 (in) 10 ( %) 0.67 # ARMS = 8. DL col = . 300 (lb) Fy col = 42 (ksi) height = 216 (in) base wd = 72 (in) wd /col = 60 (in) TRY TYPE G UPRIGHT Ae = 6.97 (in "2) Sx Sy = JOB # 127017 -03 DATE 7/21/92 INPUT rx = ry = Klong = Ktrans = 3.99 (in) 1.55 (in) 1.00 2.00 DETERMINE BASE SHEAR V= ZICW /Rw Z = 0.30 I = 1 C = 2.75 W = 6.70 (k UPRGHT +ARM +75 %LL) Rw = 5.00 V = 1.11 (k) LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) 8 196 0.84 164.15 0.21 0.23 45.96 7 173 0.84 144.89 0.19 0.21 35.81 6 150. 0.84 125.63 0.16. 0.18 26.92 5 127 0.84 106.36 0.14 0.15 19.30 4 104 0.84 87.10 '0.11 0.12 12.94 3 81 0.84 67.84 0.09 0.10 7.85 2 58 0.84 48.58 0.06 0.07 4.02 1 35 0.84 29.31 0.04 0.04 1.47 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 6.70 773.85 1.00 . 1.11. 154727 ARM DESIGN M = (k -in) (LL +IMP *LFACT *L +DL *L /2) Sreq = 1.81 (in (M /Fy *1.67) TRY TYPE A ARM Sx = 1.88 (IN Mn = 78.91 (k -in) (Mn =Sx *Fy) Ma = 47.25 (k -in) (Ma= Mn/1.67) Ma > Md1 +11 OK USE `TYPE A' CHECK ALLOWABLE LOAD IN COLUMN 14.73 (ksi) (Fe = pi"2 *E /(Kl /r)" 12.05 (ksi) (Fn Fy(1- Fy /4Fe)) 83.97 (k) (Pn = Fn *Ae) 1.97 (5/3 +3 /8 *(Fy /2Fe (Pa _ Pn /SF) Ma = M = P /Pa + M /Ma = USE G. Mseis = 710.48 (k -in) (Mn= Fy /Sx) 425.44 (k -in) (Ma =Mn /1.67) CHECK COMBINED STRESS (DL +LL) 9.20 (k) 252.00 (k -in) 0.81 OK' CHECK COMBINED STRESS (DL +LL +SEIS) < =1.33 154.27 (k -in) Md +1 = 252.00 (k -in) 406.27 (k -in) 9.20 (k) P /Pa + M /Ma = 1.17 OK USE G Movt 154.27 (k -in) Mres 210.00, (k -in) SFovt 'DETERMINE OVERTURNING :DETERMINE OVERTURNING TOP SHELF LOAD ONLY M = 25.87 (k-in) Mres = 42.00 (k -in) SFovt 1.62 Ra = 0.22 (k) 0.88 (k) Rb= 0.77 (k) A 18'. (216.0 ").411 20.0 CANTILEVER RACKS (EXTRUSION) 13 .23.0" 16 23.0" 23.0" 23.0" 23.0" 23.0" 30.0" 11 1 7 d KEY ROW Y 1 -3 4 sc,..criov eLE k" 12.0" FLOOR EACH CANTILEVER ARM IS 4.0 7 SPACING DOES NOT INCLUDE ARM• WIDTH 10. INPUT ARM CANTILEVER RACK DESIGN VERSION 1.0 BY JON BURKS INPUT COLUMN ARM LL =;. 1000 (lb) ARM DL = 50 (lb) FY arm = 42 (ksi) L arm = 48 (in) IMPACT = 10 ( %) L fact = 0.67 ARMS = DL col = Fy.col height = base wd = wd /col = 300 (lb) (ksi) 216 (in) 72 (in) 60 (in) UPRIGHT JOB # 127017 -03 DATE 7/21/92 INPUT rx = ry = Kiong = Ktrans = 3.99 (in) 1.55 (in) 1.00 2.00 DETERMINE BASE SHEAR V= ZICW /Rw Z = 0.30 I = 1 C = . 2.75 W = 5.90 (k UPRGHT +ARM +75 %LL) Rw = 5.00 V = 0.97 (k) LEVEL hx (in) . Wx'(k) Wxhx wxhk /Wxhx Fx. Mot (k -in) 7. 208. 0.84 175.32 0.23 0.23 47.38 6 181 0.84 152.56 . 0.20 0.20 35.87 5 154 0.84 129.81 0.17 0.17 25.97. 4 127 0.84 107.05 0.14 0.14 17. 3 100 0.84 84.29 0.11 0.11 10.95 2 73 0.84 61.53 0.08 0.08 5.84 1 46 0.84 38.77 0.05 0.05 2.32 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 0.00 0.00 0.00 0.00 5.90 749.34 1.00 0.97 .AA.45:99 ARM DESIGN M = 36.40 (k-in) (LL+IMP*LFACT*L+DL*L/2) Sreq = 1.45 (in"3) (M/Fy*1.67) TRY TYPE A ARM Sx = Mn = Ma = Ma > Md1+11 OK! USETYPEA ' 1.88 (IN"3) 78.91 (k-in) (Mn=Sx*Fy) 47.25 (k-in) (Ma= Mn/1.67) CHECK ALLOWABLE LOAD.iIN'COLUNN Fe = 14.73 (ks i) (Fe pi"2*E/(Kl/r) Fn = 12.05 (ksi) (Fn = Fy(1-Fy/4Fe)) Pn = 83.97 (k) (Pn = Fn*Ae) SF = 1.97 ( 1/8(Fy 2Fe ).3 Pa = 42.54 (k ) (Pa = Pn/SF) CHECK BENDING IN COLUMN' Mn = 710.48 (k -in) (Mn=Fy/Sx) 425.44 (k -in) (Ma =Mn /1.67) CHECK COMBINED STRESS (DL +LL) 8.05 (k) 176.40 (k -in) P /Pa + M /Ma = 0.60 OK USE G CHECK COMBINED STRESS (DL +LL +SEIS) < =1.33 Mseis = 145.99 (k -in) Md +1 = 176.40 (k -in) M = 322.39 (k -in) P = 8.05 (k) . P /Pa + M /Ma = 0.95 OK USE G DETERMINE OVERTURNING Movt = 145.99 (k -in) Mres = . 219.60 (k -in) SFovt. = . 1.02 (k) 4 .88 (k)) DETERMINE OVERTURNING TOP SHELF LOAD:ONLY I;. 18 (216.0 "}.4 --- r-•-- 189 1 Ili 120 0 • L. L. • BAY 1 CANTLEVER RACKS i• 19.0 19.0" 19.0" K EY C 1 -12 E 1 -9 4 .1(:)1 -- F - Eb OR EACH CANTILEVER ARM IS 5;O' WIDE SPACING DOES NOT INCLUDE ARM WIDTH CANTILEVER RACK DESIGN VERSION 1. BY JON BURKS INPUT ARM ARM LL ARM DL = FY arm L arm = IMPACT _ L fact = 1000 (ib) 50 (lb) 42 (ksi) 60 (in) 10 ( %) 0.67 JOB # 127017 -03 DATE 7/21/92 01 c ftse 4 v5(6 '/V7 c MVT ii Z ' W /1-o Ai &Y 1 5' /j9 Tara. L-on INPUT. COLUMN # ARMS = DL col = Fy col = height = base wd wd/col = TRY TYPE H Ae = Sx = Sy = 300 (ib) 42 (ksi) 216 (in) 72 (in) 60 (in) UPRIGHT 7.72 (in 2) 22.20 (in 9.73 (in M O. 1 LI- Al SOS INPUT rx = ry = Kiong Ktrans = Z = I C = W Rw = V 4.66 (in) 1.59 (in) 1.00 2.00 DETERMINE BASE SHEAR V= ZICW /Rw .0.30 1 2.75 5.90 (k UPRGHT +ARM +75 %LL) 5 0.97 (k) LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx 7 189 0.84 159.31 6:. ' 166 0.84 139.92 5 .143 0.84 120.53 4 120 0.84 101.15 3 9 ', 0.84 81.76 2 74 0.84 62.37 1 51 0.84.. 42.99 0 0 0.00 0.00 0 0 0.00 0.00 0 0 0.00 0.00 0 0 ' 0.00 0.00 0 0 0.00. 0.00 0 0 0.00 0.00 5.90 708.04 0.23 0.20 0.17 0.14: 0.12 0.09 0.06 0.00 0.00 0.00 0.00 0.00 0.00 • 1.00 Fx Mot (k -in 0.22 0.19 0. 17 0.14 0.11 0.09 0.06 0.00 0.00 0.00 040 / 0.00 0.00 41.40 31.94' 23.70 16.69 10.90 6.35 3.01 0.00 0.00 0.00 0.00 ).00 0.00 0.97 133.99+ ARM DESIGN M = 45.50 (k -in) (LL +IMP *LFACT *L +DL *L /2) Sreq = 1.81 (in (M /Fy *1.67) TRY TYPE A ARM Sx = 1.88 (IN Mn = 78.91 (k -in) (Mn= Sx *Fy) Ma = 47.25 (k -in) (Ma= Mn/1.67) Ma > Md1 +11 OK USE TYPE A :CHECK ALLOWABLE LOAD IN COLUMN Fe = Fn ' _ Pn = SF = Pa = 15.46 (ksi) 13.48 (ksi.) 104.06 (k) 1.97 52.95 (k) (Fe = pi^2 *E /(K1 /r) -2) . (Fn = Fy(1- Fy /4Fe)) (Pn = Fn *Ae) . (5/3 +3 /8 *(Fy /2Fe)".5- 1 /8(Fy /2Fe)".3 (Pa = Pn /SF) CH BENDING IN COLUMN Mn = Ma = CHECK COMBINED STRESS (DL +LL) M = P /Pa + M /Ma = USE H 932.56 (k -in) (Mn= F'y /Sx) 558.42 (k -in) (Ma= Mn/1.67) 8.05 (k) 220.50 (k -in) 0.55 OK CHECK COMBINED STRESS (DL +LL +SETS) < =1.33 Mseis = 133.99 (k -in) Md+1 = 220.50 (k -iri) M = 354.49 (k -in) P = 8.05 (k) P /Pa + M /Ma = 0.79 OK USE H DETERMINE OVERTURNING • Ra = �Rb Movt = Mres = SFovt Ra = RID = 0.72 (k) DETERMINE OVERTURNING TOP SHELF LOAD ONLY 24.95 (k -in) 42.00 (k -in) 1.68 0.24 (k) 0.86 (k) • CANTILEVER RACK DESIGN VERSION 1.0 BY JON BURKS INPUT ARM ARM LL = ARM DL = FY arm L arm = IMPACT = L fact = INPUT. COLUMN # ARMS = DL col Fy col height = .base wd = : wd/col = TRYTYPE 11- Ae =, Sx.= 1000 (ib) 50 (ib) 42 (ksi) 60 (in) 10 (%) 0.67 7 300 (lb) 42 (ksi) 216 (in) 72 (in) 60 (in) / UPRIGHT' 7.72 (in 22.20 (in 9 (irC JOB # 127017-03 DATE 7/21/92 ‘,0/1 c/1 tou64-6 1e/v2 P P Ter/kl- tom 2.P INPUT rx = rY = Klong Ktrans = 4.66 (in) 1.59 (in) 1.00 2.00 DETERMINE BASE SHEAR V= ZICW /Rw Z = 0.30 T = 1 C = 2.75 W = 5.90 (k UPRGHT +ARM +75 %LL) Rw = 5.00 V = 0.97 (k) 5.90 . 708.04 LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k-in) 7 189 0.84 159.31 0.23 0.22 41.40 6' 166 0.84 139.92 0.20 0.19 31.94 5 143 0.84 120.53 0.17 0.17 23'.70 4 120' 0.84 101.15 0.14: 0.14 16.69 3 97 0.84 81.76 0.12 0.11 10.90 2 .74 0.84 62.37 0.09 0.09 6.35 1 51 0.84 42.99 0.06 0.06 3.01 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 • 1.00 0.97 1'3 3::99 ` 4. $ 0 ARM DESIGN M = Sreq = ;Ma ,,> :: Md1 +11 ' OK USE !'. TYPE A ' 45.50 (k -in) 1.81 (in CHECK ALLOWABLE LOAD IN COLUMN (LL +IMF *LFACT *L +DL *L /2) (M /Fy *1.67) !TRY TYPE A'"' • ARM Sx = 1.88 (IN Mn = 78.91 (k -in) (Mn= Sx *Fy) Ma = 47.25 (k -in) (Ma= Mn /1.67) 15.46 (ksi) (Fe = pi"2 *E /(R1 /r)"2) 13.48 (ksi) (Fn = Fy(1- Fy /4Fe)) 104.06 (k) " (Pn = Fn *Ae) 1.97 (5/3 +3 /8 *(Fy /2Fe)".5- 1 /8(Fy /2Fe 52.95 (k) (Pa _ Pn /SF) Mn = Ma = Movt = Mres = 'SFovt DETERMINE OVERTURNING' 133.99 (k -in) 186.00 (k - in) 1,30 P = 8.05 (k) CZ) M = -:9 P /Pa + M /Ma = 0.55 OK 'USE H 932.56 (k -in) (Mn= Fy /Sx) 558.42 (k -in) (Ma =Mn /1.67) CHECK COMBINED STRESS (DL +LL) o a -cN O. / L + - 52 .9s 5 SE' , 4Z CHECK COMBINED STRESS (DL +LL +SEIS) < =1.33 � Mseis _ 133.99 (k -in) ( ) - 00 / r-7 k= 6 " • Md +1. _ -220.50'(k-in) CP M = 354.49 (k -in) X0: k -<<id P = 8.05 (k)(24 "' /:•7i:`( '``6 P /Pa . + M /Ma -._ - QK" / H, 2, 9S" 5 56 e{2 • ,'. •Q;32- ; Cj',r O(c r Ra VRb' .4400" #p Movt Mres = SFovt = Ra= Rb 0.72 (k) 5, 1.8: (k) DETERMINE OVERTURNING TOP SHELF LOAD ONLY 24.95 (k -in) 42.00 (k -in) 1.68 0.24 (k) 0.86 (k) rime a 11.0" Is 177 11.0" a , ''Z . . . • 11.0" ri !47 1 11.0" i 11.0" 1 /7 + 11.0" !_'Z` 11.0 ". i i 37 11.0" 7 2 11.0" ,57 11.0" 41 11.0" 2.7 11.0" 11.0" 12 ..0" • , r 18' (216.0' BAY 1 CANTLEVER EXTRUSION I 1 / 0 3 KEY ROW W ' 1 -4 ROW X 1 -4 FLOOR 48.0" ARM IS 4.0" WIDE SPACING DOES NOT INCULDE• ARM WIDTH 27 CANTILEVER RACK DESIGN VERSION 1.0 BY JON BURKS INPUT ARM ARM LL = ARM DL = FY arm = L arm = IMPACT = L fact .= INPUT COLUMN # ARMS = 12 DL col = 300 (lb) Fy col = 42 (ksi) height = 216 (in) base wd = 72 (in) wd /col = 60 (in) TRY TYPE H UPRIGHT' 7.72 (in - 2) . Sx = 22.20 (in 3) 9.73 Ae = 1000 (lb) 50 (lb) 42 (ksi) 48 (in) 10 ( %) 0.67 JOB # 127017 -.03 DATE 7/21/92 LD/D c 5e #/ 177vgLE R -aI•'t CAl r1"/G /AGvAD on/e.Y / 51D6 P Tar Ai_ LOAD .�. MOLtL. _ Mseis INPUT rx = ry = Klong = Ktrans = 4.66 (in) 1.59 (in) 1.00 2.00 DETERMINE BASE SHEAR V =ZICW /Rw Z =. 0.30 1 C = 2.75 W = 9.90 (k UPRGHT +ARM +75 %LL) Rw = 5.00 V = 1.63 (k) LEVEL hx (in) Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) '12 ' 192 0.83 ' 158.40' 0.15 11 177 0.83 146.03 0.13 10 162 0.83 133.65 0.12 9 147 0.83 121.27 .0.11 8 .132 0.83 108.9 0.10 7 117 :. 0.83. 96.52 0.09 6 102. 0.83 84.15 0.08 5 ' 87 0.83 '71.77 0.07 4 72 0.83, 59.40 0.05 3 57 0.83 47.03 0.04 2 42 0.83 34.65 0.03 1 27 ' 0.83 22.28 0.02 0 .0 0.00 0.00 0.00 ' 0.24 0.22 0.20 0.18 0.16 0.15 0.13 0.11 0.09 0.07 0.05 0.03 0.00 45.83 38.95 32.63 ,26.86 21.66 .17.02 12.93 9.41- 6.44 4.04 2.19 0.91 0.00 9.90 1084.05 1.00 1.63 218.87i • ARM DESIGN M = 36.40 (k -in) (LL +IMP *LFACT *L +DL *L /2) Sreq = 1.45 (in (M /Fy *1.67) TRY TYPE A ARM Sx = 1.88 (IN Mn = 78.91 -in) (Mn= Sx *Fy) Ma = 47.25 (k -in) (Ma= Mn /1.67) Ma > Md1 +11 OK USE TYPE A CHECK ALLOWABLE'LOAD'IN COLUMN . Fn Pn = 15.46 (ksi) (Fe = pi"2 *E /(Kl /r)"2) 13.48 (ksi) (Fn = Fy(1- Fy /4Fe)) 104.06 (k) (Pn = Fn *Ae) 1.97 (5/3 +3 /8 *(Fy /2Fe 52.95 (k) (Pa = Pn /SF) CHECK BENDING IN COLUMN Mn = Ma CHECK COMBINED STRESS (DL +LL) P M P /Pa + M /Ma = USE H; 932.56 (k -in) (Mn =Fy /Sx). 558.42 (k -in) (Ma =Mn/1.67) 13.80 (k) 302.40 (k -in) 0.`80 OK CHECK COMBINED STRESS (DL +LL +SEIS) < =1.33 Mseis = Md +1 = M _ P = P /Pa + M/M USE H 218.87 (k -in) 302.40 (k -in) 521.27 (k -in) 13.80 (k) DETERMINE OVERTURNING Ra = DETERMINE OVERTURNING TOP SHELF LOAD ONLY Movt _. SFovt Ra ,=• Rb 2.01 (k) 25.34 (k -in) 46.80 (k -in) 1.85 0.30 (k) 0.80 (k) CANTILEVER RACK DESIGN VERSION 1.0 BY JON BURKS INPUT ARM ARM LL = ARM DL = FY arm = L arm = IMPACT = L fact := 1000 (lb) 50 (lb) 42 (ksi) 48 (in) 10 ( %) 0.67 JOB # 127017 -03 DATE 7/21/92 L0149 cfise u& s ietAtt/ Ve P Ton tofro 2-P MSc -is # ARMS = 12 DL col = 300 (1b) Fy col = 42 (ksi) height = 216 (in) base wd = 72 (in) wd /col = 60 (in) TRY .,TYPE . H ; ; UPRIGHT • : 7.72 (in"'2) 22.20 (in" 3 ) 9.73-(in"3 INPUT 0 rx = rY = Klong = Ktrans = 4.66 (in) 1.59 (in) 1.00 2.00 DETERMINE BASE SHEAR V= ZICW /Rw Z = 0.30 I = 1 C = 2.75 •W 9.90 (k UPRGHT +ARM +75 %LL) Rw = 5.00 V = 1.63 (k) LEVEL hx•(in). Wx (k) Wxhx wxhk /Wxhx Fx Mot (k -in) 12 ' 192 0.83 158.40 0.15 0.24 45.83 11 177 0.83 146.03 0.13 0.22 38.95 10 162 0.83 133.65 0.12 0.20 32.63 9 147 0.83 121.27 0.11 0.18 26.86 8 132 0.83 108.90 0.10 0.16 21.66 7 117 0.83 96.52 0.09 0.15 17..02 6 102 0.83 84.15 0.08 0.13 12 5 87 0.83 71.77 0.07 0.11 9.41 4 72 0.83 59.40 0.05 0.09 -6.44 3 57 0.83 4.7.03 0.04 0.07 4.04 2 42 0.83 34.65 0.03 0.05 2.19 1 27 0.83 22.28 0.02 0.03 0.91 0 0 0.00 0.00 0.00 0.00 0.00 9.90 1084.05 1.00 . 1.63 Y'2:18.87 K2 = 4377 ARM DESIGN M = 36.40 (k -in) (LL +IMP *LFACT *L +DL *L /2) Sreq = 1.45 (in (M /Fy *1.67) TRY TYPE A' ,... : 'ARM Sx = 1.88 (IN Mn = 78.91 (k -in) (Mn= Sx *Fy) Ma = 47.25 (k -in) (Ma Mn/1.67) Ma > Md1 +11 OK 'USE TYPE A CHECK ALLOWABLE LOAD IN COLUMN. Fe = Fn = Pn = SF = 15.46 (ksi) 13.48 (ksi) 104.06 (k) 1.9 52.95 (Fe = pi"2 *E /(K1 /r)"2) (Fn = Fy(1- Fy /4Fe)) (Pn = Fn *Ae) (5/3 +3 /8 *(Fy /2Fe) -.5- 1 /8(Fy /2Fe)". (Pa = Pn /SF) • Mn = Ma= 932.56 (k -in) (Mn= Fy /Sx) 558.42 (k -in) (Ma =Mn /1.67) CHECK COMBINED STRESS (DL +LL) P =. M = P /Pa + M /Ma = USE H 13.80 (k) 302.40 (k -in) CHECK COMBINED STRESS (DL +LL +SEIS) < =1.33 Mseis = Md +1 M = P 4P /Pa +:M /Ma • -:g 218.87 (k-in) X 2- t= 39-6° (k-in) x21.27 (k -in) ` 3 'x'7 g (k) C. 52, 95' 13.80 DETERMINE OVERTURNING 0.80 OK 55582 Trt�Yf +Kfei DETERMINE OVERTURNING TOP SHELF LOAD ONLY Movt 25.34 (k -in) Mres = 46.80 (k-in) SFovt = 1.85 Ra = 0.30 (k) Rb = 0.80 (k) F. ' Typg l ARM t c Area rpe i At Col. 1 At End O to 1 In -) : (In.) �n. 2-1/4 Z -114 3 -314 1 - ' .105 .875 .9739 _ 1 -1 /8 3 -3/4 1 .1 - 1.5750 4 1 -1/8 ; 3-3/4 .I35 - 2.0134 5 1 -1 /8 3.3/4 ' .135 1 -118 I 3 -3/4 .135 STANDARD- C Ai 1. T. E V - -f R RACK ARM S 2.3847 2.6378 NORTHERN STEEL 6D? ANDOVER PARK EAST SEA'TLE, WA 98188 (208) 575 -1671 INSIDE WA 1 562 - 1085 OUTSIDE WA 1.800 - 5^5.2508 X - x AXIS * * wrm properties computed based upon cross- section at end piste connection. AIL OVER TYPE ARMS Y - MAXIS* (In 4 ) l S(In. Iran.) .7208 .5314 .8603 .8937 2.1639 1.1541 1 1.875 3.7769' 1.8789 2.5485 1.9898 3.4349 11.8439 1.4768 1.8628 4.7594 2.3764" 1.5375 1.9972 4.4174 2.3338 1.4812 1.8928 7.9720 . 3.1838 1.8284 2.5039 5.4684 2_8891 1.5143 1.8928 12.2908 4.0416 2.1586 3.0411 6.1849 3.2676 1.5312 1.8928 Y {In -) I(In. S(Tn. j r(in.) E xSIn.) . 3 -3/4 3 -314 .105 1.5750 3.7769 1.8789 L.5485 1.9898 3.4349 , 1.843 1.4768 1,8628 Js. i_i ll. �S { --- 2.0135 4.7594 2.3764 1.5375• 1.9972 { 4.4174 2.3338 t 1.4812 i 1.8928 I 3-3/4 3-3/4 .115 2.3847 7.9720 1.1838 1.8284 2.5039 5.4684 2.8891 [Tii 1.8928 r • 1 H 15 -1 8 x .1' . , . f_e muni - $ .. EM M • 2.0000 K 15 -1 8 x 4 .188 .090 10.6974 9. 12 225.325 29.7951 4.9190 ingal 21.1962 10. 951 1.5372 •2.0000 F350 13 -1/8 x 4 27.6796 7.5730 127.5560 19.4371 4.1027 6.5625 8.3874 4.1937 1.1068 :2.0000 F5004.15 - 1/8 x 4 34.6796 9.6280 219.4248 29.0148 4.7739 7.5625 11.4474 4.9130 1.0904: 2.1 [F7301 1771/8 x 5 _� 41.0796 11.5180 345.2300 0,3188 5.4748 8.5625 1 .017 5.6070 1.1032 2.50 ^J ( 4 t j : x AXIS I(In. S(In. 7.4398 2.9033 28.3352 7.0538 a 5i. r(In.) Y - Y A?' y(In. I•(In. S (In. 3 1.8525 2.7420 2.5625 4.0000 4.6574 2.3287 8.5914 ( 4.2937 1.4657 1.5099 2 .UJU:1 :KERN STEAL 600 t o:DOVER PARK.EAST SEATTLE, WA 98188 � �"� (36) 575-1671 yt j INSIDE WA 1- 800.562 -1086 OUTS:DE WA 1. 800. 525.2508 BxD. In. OJ '519f-'51 S! \p• Sie:. as' 4 - . .ls - 5 -1/8 x 4 8•x 4 10 x 13 -1/8 x 4 STANDA CANTILEVER RACK COL1)HNS Net IIgt. Area In.) [(A /rT.) (In. .188 9.2796 2.1680 .138 14.5388 3.7686 .188 1;.0956 -- 4.5206 .188 23.8184 A ', 6.9672 a G 111.0124 LF 11 •TYPE n & " 16.9162 3.9917 6.5625 - TYPE 11K" 16.724 B TYPE F350, F500, 7730 • • .IS r(In.) x(1c} 2.0000 44 .vUUVtii rt nn EAJI 9 s E E, WA 981x8 115 le (Z96) 575 -1671 — Tlo p f()P cXz $s mg 0) iv71L BA SES Ms5P,444 ra,2 . 71•1:1 !ODE WA 1.8CC -552 -1086 — — CUIS:DE WA 1.800- 525 -2508 A Txx SxX rxic TY/ SYY r iY 2.535 QS-0 34 1.93 23.36 •5 3.01 • /_35o 3.405 4,080 1 1•gz1 34 , )5.36 x, F3 7 '337 igq.13 22.0 r. t C o 1.73.52 36.47 x_730 7 'G3 7.41 2.95 q , , 5 8 1x•35 3.38 LH G g /0.34 J 3.3 +� '1•Q8 27. 31.13 9.z7 Iv. Y8 14.g1 !q1 •Io 21.77 31 Es 2.64 9E/ 111 3 • o c /7 3 •qo • 17- 7 t L? t>:ck 2 E1 • tz1 c t., 11 •t21 mi* 15 • ill TL. jc-ic r'.= pal r. =xa �.+ r • , =gyp Sin'r I r.= ca."rm Ta�uioe� S it k ip. SOL iaq► Si�aar Tension St►+av Taruion Show Toulon Insp. S. Imp. SP- Inca. SP- tnap. ap. Yap 1 SP- Iwap. - I co 125 400 310 155 400 360 190 400 440 220 400 J 265 400 550 280 400 590 295 400 625 315 400 625 315 400 62.5 315 408 625 315 400 625 315 400 500 250 92.5 615 310 975 710 355 1.025 800 400 1,025 1,125 565 1.100 1.210 605 1.100 1290 645 1,100 1.450 725 1,100 1250 625 1.100 1.300 650 1.100 1.350 6-75 1.100 1.450 725 1,100 :.100 550 1.810 1,230 615 1.840 1.365 680 1.840 1.623 815 1.840 .750 875 1.840 2,000 1.000 1.840 2250 1.12.5 1.840. 2625 1315 1.840 .950 975 1.840 2,165 1.060. 1.840 2375 1 ,190 l .840 :.625 1315 1.840 .500 750 2.875 1.750 875 2275 2.000 1.000 2-875 2_5()0 1.250 2.875 1 ..250 1,125 3,12 2,670 1.335 3,125 3,090 1.545 3,125 3.9?5 1.465 3.12 s 1.000 1.500 3.125 3,250 1,625. 3.125 3500 1,750 5 3.925 1.965 3.12 5 .850 925 3.875 2,175 1090 3.875 2,500 1250 3.875 3,000 1.500 3.8"5 .,750 1,375 4,225 3.875 1.940 4,225 4,500 2.250 4.2'5 5.500 2,750. 4.225 .750 1.875 4 775 4,625 2.315 4,775 5..500 2.750 422.5 5.925 2,965 4.2.2.5 7.000 .125 1.565 6.62.5 3,800 1.900 7,1 4,375 2,190 7,625 5250 1 2.625 8.625 .000 2.500 8.625 5.815 2.910 8,625 6.675 3,315 8.625 8.250 4.12.5 8.625 .250 3.125 &1iZ 7.190 3.595 8.625 8.12.5 4.065 8.625 10 .0O3 5.000 8 .625 r, a MOO psi 1', a 30318 psi r, a 44/aMpd , = $000 x: Tinoion Taprowon 3 esia lypeiwit Sear : - :,nsion • • ,./*-..- VV1ttlout SP- to . Wier' Sp. Imp. Sp. Maw =MI Sp. bry. ap. Yap 1 -*Am' «Ytttaxrr' So. i n nni. Sc. i nsx.. 300 I SO n _I 315 156 544 375 165 550 ;510 ; 440 220 520 260 550 520 260 550 520 160 5 �:• 520 260 520 260 550 523 260 550 520 260 1 55+) • 400 200 825 460 230 - 950 515 260 1.075 625 315 I 1.150 875 440 1.250 1.025 515 1250 1.175 590 I.250 1.350 675 I.250 .000 500 1.250 1250 62.5 1.250 1350 675 1.2.50 1350 675 1.250 800 400 1,700 1,000 500 1.740 1200 6010 1.775 1.2.50 623 2_085 250 623 2,085 1,623 815 2.085 2.000 1.000 24)85 2.250 I.1 2.08.5 375 690 2.085 1.763 880 2.085 2.150 1.075 2.085 2.550 1.275 2.085 .175 590 2,625 1.500 750 2.875 1.700 150 _ 3.125 1.800 900 3.1 L' .750 875 3.125 2,250 1.125 3,125 2.750 1375 3.125 3.000 1_500 3.125 1.12.5 3.125 2.825 1,415 ' 3,125 3,42.5 1,715 3.12.5 3.425 1.715 3.123 I� 725 2.700 1,825 915 3.100 2.200 1.100 3.500 2.450 1.225 4.500 '350 1,175 4.215 3.050 1.525 4.365 3.625 1,815 4.500 4,375 2_190 - 4.500 .750 1.375 4.500 3.625 1.815 4.500 4.250 2125 4.500 . 4.800 2,400 4.500 925 1.465 5.700 3,625 1.815 6.350 4,325 2.165 7.000 4.500 2.250 7.000 , 123 2.065 7.000 6.000 3.000 7,000 6350 3.375 7.000 6.875 3.440 7.000 250 2.623 7.000 7.500 3.750 7.000 8.800 . 4,400 7,000 8.800 4.400 7.000 I shear values are fo anchors instaJkd in stone - aggregate concrete hawing the compressive strength at the :imc of instal la ion. C. +. with U.B.0 Standard No. 26-2. tx+Iy applicable when the anchors are instal led with special isspexnon as set forth in Section 306 of the vie applicable when t It anchors are iratalk i without special inspection as set forth in Section 306 of tar. •:,�i,: for anchors installed a minimum of 12 anchor diameters on center for 100 percent efficiency. Spacin T�; • ^:::. ;,:..: values are reduced 50 percent. Linear interpolation vary be used for inraermediate spacings. is -AISI 304 AND 316 STAI V I F_SS STEEL KB-41 ALLOWORILE TENSbOdi Av140 SHEAR VALUES ;1 r : ' o v' c. L SCALE: N.T.S SCALE: N.T.S 208" 181" 154" 127" 100" 73" 46" 196" 173" 150" 127" 104" 81" 58" 35" f CANTILEVER RACK 'ATTACH. %3 sAY0. CANTILEVER RACK ATTACH. *7 BA`( A 11s- FLOOR (REF) FLOOR (REF) DR AVM 8Y: J. BURKS CHECKED BY: APPROVED an APPROVED 8Y: 1/2" DIA. A.: BOLT W/ 4 1/ GENERAL NOTE omEs INSTALL ANCHOI INSTAL! ARM." 21 -04 H. #7 BAY it .i I. t H H. 45 &W O. ) A S -1 S- . FLOOR (REF) FLOOR (REF) DRAM BY; J. BURKS CHECKED BYt APPROVED BY: APPROVED BY: 1/2 DIA. A. BOLT W/ 4 1/2" MIN, EMBED. GENERAL NOTES: DATE 7/22/92 BASEPLATE DETAIL SCALE: N.T.S. INSTALL X -• BRACING 2 SECTIONS HIGH AND IN EVERY BAY. ANCHOR RACK TO FLOOR AT EVERY BASE AS SHOWN IN DETAIL A. INSTALL LOAD LIMIT SIGNS ." MAXIMUM SHELF LOAD 1000 LBS PER ARM." CANTILEVER RACK 21 -04 - D.C. 4&w 2 4 PROJECT NO. 127017 -03 DRAIMO HQ. SK72B920722. SHEET N0. ... ..� t , _J L L C CANTILEVER RACK ATTAct-I. 4 BAYo SCALE: N.T.S t-- CANTILEVER RACK * z AY 41 SCALE: N.T.S 189" 166" 143" 120" 97" 192" 177" 162" 147" 132" 117" 102" 87" 72" 57" 42" S- 1 S- 1 27" N V FLOOR (REF) FLOOR (REF) I 1/2" DIA. A. BOLT W/ 4 1/, GENERAL NOTE! INSTALL 2. ANCHOF 3. INSTALL DRAM at J. BURKS CHECKED BY: APPROVED BY: APPROVED BY; °ATE: 7/22/92 21-04 I I *8 • BAY* I 192" 177" 162" 147" 132" 117" 102" 87" 72" 57" er 12. BAY 41 42" S-1 S- 27" 189" 166" 143" 120" 97" FLOOR (REF) FLOOR (REF) 'WAN Mt J. BURKS CHECKED EIY: APPROVED EIY: APPROVED BY: 1/2" DIA. A. BOLT W/ 4 1/2" MIN. EMBED. GENERAL NOTES: o reillIMINNII••■■••■ 7/22/92 CANTILEVER RACK 21-04 ' D. C. AlFaittr,FIVAP BASEPLATE DETAIL SCALE: N.T.S. INSTALL X- BRACING 2 SECTIONS HIGH AND IN EVERY BAY. 2. ANCHOR RACK TO FLOOR AT EVERY BASE AS SHOWN IN DETAIL A. 3. INSTALL LOAD LIMIT SIGNS " MAXIMUM LOAD 1000 LBS PER ARM." 2" ?OEM. 4 2701 7= DRUM $O. SK728920722 SHEET NO. S7-2 ,4 ♦u e.+w,....+an+•••••+r....n.. •••m••••• wew•+ w... n. • .. e••••......*.a.••w+.w.er..a.. a 157- ...� ,.. ._ • _ . 1,1 , ... i. a i..+v.. . n +s..+;, a.0 y. r. q. .+ nw+...... wwr�w.a r. .o.+..'.u.+.......rse..,:.:.... ,.. +. r,. ru.+. w. w. v+,. v..............+... aw. rwre.... e. a,.+.... ,wv.. *....r......r,w*.ao..,.+w. w+.+,tirm..++.M.n,.100..e 'w...c ww0w.ei.... BLDG. 2t -04 , ADDRESS 34,17 SO, 120-I._j P _ TU <WILLA, WA. .AST MARGINAL WAY CO RATE PAR • APPROVED OA f t 11; [III 1[11' II I 16T11$ INCH < C D. . VELOPMENTAL CENTER ` °T WAY SOUTH 1L WASHI. ;TAN *810 I 1 AUBURN WA. 98002 EIEVERE TT, WA. 98201 Iwo KENT] WA. 98031 _1 poRT�.. I C�, OR 97220 [J REN TON, WA. ' 98055 SEAT` 1 E, WA.. 98124 FREE CODE-AS U.B.C., ., CONFORM TO THE 1991 UBC u.F C U.P.C., �] °TN�SE DR �U AND THE 1990 "BARRIER E - AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH OTY OF TUKWILA` ZONING. C1' COMPLETE t'DUILDING FLOOR PLAN SHOWING , EXITING SYSTEM `DO CORRIDORS ORS, AND PASSAGEWAYS. ENGINEERING CALCULATIONS (IF' APPLICABLE ) 0 ROOMS LABELED PER 'OCCUPANCY PER U.D.C. ` TABLE 33 -A. O 9UILDING ` FLOOR 'NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS R NUMBER REQUIRED FOR ` N'ERMIT PACKAGE: I. GENERAL PERMIT (SHELL & CORE) s 6 SETS OF ENERGY CALCULATIONS 2 SETS SOILS REPORTS, STAMP t 2 SETS OF CI >r DRAWINGS WITH 11TII.11'IF�S 2 SETS STRUCTURAL CALCULATIONS � GE:�IEr,NNI�,AI. ENGINEER 2 SE: TS PROJECT CONSTRUCTION SPECIFICATONS 2 SETS TOPOGRAPHICAL SURVEY 2 CORES OF LEGAL DESCRIpTiON 2 SETS OF WORKING DRAWINGS 7, TENANT IMPROVEMENTS, 2 COMPLETE SE Ts {: MfIC'I- iANICAI.. 2 COMPLETE SETS 4, FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS ti..; E. N E...` 1 \ IA 1,.._ N C11 T i f ION`_l;t'ZEICTi()N . T OF' n(wr''i) AE rid 1 C ( /� q r D( � C:'Ai P 1 //'^i ri se ;.. DOC . E ✓' . E VIA. �'il�Iy AND .l " T ARP ED HY C; ,....... ,.r ON. , 3I IF E)t RINC: C;ONS PON. • I.)0 NOT PROCEED WW1 CON 1R U . :MION Arita. A13O'Vf` MEN iit f.1t:L • SET OE DOCUMENTS. 'L If ' AU. • Dikk. !Si()N RI•fi ';;. START. OF (:DNSlR(JCIiON. Vii) I!t Y. f ACA I,i' ( N. 'N E RS SHE `I.ii I IONS fRE OUII EE) •OE:`. ICN REVISIONS REVISIONS'. 1 0 . APPROVED I .W0RK. THIS JOB IINVOLVf S THE INSTALLATION OF 18' HIGH PALLET AND CANTILEVER RACK. THE SHELF AND ARM LOADS -- 1000 LBS. NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document ( Y OF T ?. r:'�JI ►.,A PRIOR 0 PR()C 't_DiNC MTH PROPOSED et LI 9t St VI Et Zt ' tl 0 6 9 L IIII I iIJ1 l llll U11111I11110011 011 II } I 111111111/ 11 t O 1111 II IIIIII111 II 1 11141 II IIII l� l l l , I, IIII 111 I � , 1 �'� N s tir 'i 1 i. ✓p I. :, f r � .. ; . ,+� ,, t' c Y ° �' :'� ' '112• r'�i�t,; '� � �''' � .r,'.��_i.. .. r. �' , e.PPROi n Kr Ac pl'AI3uTY ti4f$ OE*Oti ANol4n a 'E C PCA RO :S APPROVED J . ' 'URKS DiEEXED NO. DWG. Nt) IMO 2i t),t 1r'1;(,) 50011111 OD SUMMARY LAND USE COur. M--HP CODE REFERENCES - ____��_ _ _ ` . I 9 1 ` OgC KING COUNTY WASHINGTON STATE ENERGY CODE WASHINGTON STATE BAR FEE CODE ADDITIONS PER CITY OF `TUKWILLA OCCUPANCY GROUP —_ -- 8-2 OFFICE /WAREHOUSE, NO CHANGE OCCU FIRE PROTECTIONS - :- --- -. -- FULLY AUTOMATIC, WET PiFf THROUGHOUT SEISMIC 7 +;TINE __....._ _. .--.. FIRE ZONE PARKING PROVIDED --- 739 PARKING' REQUIRED 725 ••••••••••■••••••• _, �.....:.r .a ..._..• �RI C� I ASt [>[ p:vstERQ MT I $'IW3O1 DA'4'E`. S[t .0•44.. r..+. n .ra.a...aq..ur,...+*nwW.aww.o.. . wa «w«.r.w,�.... +nr,........ue.a z. s,= ten; •c CID( OF TUKWILA — f - f- - B -- i 1 ' Y TUKwILA BUll 1 G DIVISION EI I Unaerstand that the Plan Ch Subject to errors and omissions Mans does not authorize the vio adopted code or 'ordirtartce. Rec copy of approved plans ac 4 Gl - 1 :00' 015t., 1 o4117. - .. LO CN ■••••■••■•• 6011066 — 6116161116~1 - 111111r - 1 , 66■6611 - 117TIFIr — SMINN11 -- 111•1611r" 1.1...1 < I 0I F— M I • I H . I ( Y- I I 1 i I I I I IBu K siloRiict 5 IC Id - 2 Cr) BAY 3 r rsall44.0M14444.1h11X40,411/C.:41,01CM.444. - LIJ 3 UlE3 21 ( 7 1 ) 4 =4 - 31 5=5 mrb,--- 41 8 8 q, =9 21 -O42 REVISION L 4 44 1 444 . u, ,,*.J.■1■•••■ •••••• *a,.■M1ML■■■ft,4 ■■wI. y■.■ r■bW..■ ..* • *** LU cf) p 4 1 4.4n4.4. *44,4.4....444■4•44 1414444,4444,-,.■ Y X L. y x WV Li.J 7 U) 8 V k.fr Q P 9' AISLE BAY 2 LU 10 FACILITIES rig EZia ed FACILITIES DEPARTMENT SCALE: 1" =20' 21-04 BLDG. 1 -- 1 2' MAIN TRANSPORT4TION AISLE UT SR P 11v1 L K FLOOR PLAN 44.444.44.4 K J H 5 1013 ioJ to 9' AISLE ••■■•0111.....*0.1.• E D E D O AUBURN, WA. 98002 O BELLEVUE, WA, 98007 • EVERETT, WA. 98201 0 KENT, WA. 98031 O PORTLAND, OR. 97220 0 RENTON, WA. 98055 • SEATrLE, WA. 98124 111111 mi 11:111.1111111 ti II III prilit 0 16 THS INCH 2 3 4 5 6 7 N113: — if - the notice, it is due to the quality of the <original document. C8 G B Lii 2 4 7 u 6 (J 5 8444.044 10 1 LU _ __J (I) 2 v— itPFROVEO BY •••:• f' - • 11 10 9 8 vtal arrtaySt — PAur/ Roc Paufr rtia.c j P&L! RAM 10 9 0 8 1 4 ' ACCEPTABILITY NIS DESIGN AND OR SPECIFICATION IS APP. E • III 11,111111111111111111111111111111i111111111111111 9 10 11 MADE GERktANY 12 • 0€ 6z 8e L2 9Z GZ siZ CZ ez Q 61. 91 GI 91 GI 4 71 CI ?A LI. 01, 6 9 L. , 9 C3 C wra , , . • 4 . • , rtm 1.1TIVATirMI Ni PkilL ALLET RA9j 10 9 8 7 APPROVE PAULI 7 M. BEAVERS WRVS" J, DIMS TREE715 12 AISLE' „, , - 444.4..* *4 •••■•■■■•■•/6.■ *Ng*. • I 8° 4IN TRANSPORTATION Alac . 9 _ 4 arm PALLET RACK PIT Ra60 Pkili RKX PALLET NJO: 6 5 4 3 16 AISLE 6 5 4 Nttri XV 11° P.Ad_ Pk° N411 6 5 4 16' AISLE 5 4 PAL1/7 NC RODMI Z 3 2 3 9 LU V) 3 4 3 5 6 2 t 2 10' "1 1 AISLE fl °- BAY 1 3 C) C\J 4 5 GENERAL. NO TES AUBURN OFF—LOAD ARCHITECTURAL MASTER 1. SEE BOEING LAYOUT DOCUMENT FOR FLAG NOTES AND SHELF SPACINGS, 2. MAXIMUM SHELF LOAD = 1000 LBS. 3, MAXIMUM ARM LOAD = 1000 LBS. 4. PALLET RACK MANUFACTURER IS LODI METAL TECH, 5. REFER TO PALLET/CANTILEVER RACK CALCULATIONS FOR ARM, BEAM AND UPRIGHT SIZES. G R E F E R T O SK72 B 92 07253 3- I THRu s--3 80 * 4: SK72 B 92 072 2 5- 1 4 s)-2 FoR sEispAic 0 -4mtimv ,„ Lf\ BRACING ANCHORAGE DETAILS A' I 469r4 PERMIT CENTER St-IEET a \t N . ( C) CITY OF TUKWILA APPROVED Stf) 7 Ig9 1 ta 1..,1 15,1\-1G 1 LAST REVISiON 1 A1,0 0 "N 12'701 - - 21--04 D.. OWG 21-04-1A1 0 444 44444.44.44.44444440 mAKIR0\12709,04 niculk'S BA/1992 Z07 P. --* • - , 1. , 4 r.. \ • ,• ••■ 5 . • ."-IY,,-,:.-,'-- tr *z . ...e.: A ,7 e;',-;•>4.