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HomeMy WebLinkAboutPermit B92-0280 - BOEING #7-77 - STORAGE RACKS7 boatNe4 City o Tukti/i ( (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 RACK STORAGE PERMIT Permit No: B92 -0280 Type: B -RACK Category: Address: 5924 S 180 ST Location: Parcel #: 352304 -9105 Zoning: Contractor License No : KBINTCC160QF TENANT BOEING #7 -77 OWNER BOEING OREGON MASABI TRUST 1325 4TH AVE SUITE 1940, SEATTLE WA 98101 CONTRACTOR K B INTERIOR CONSTRUCTION CO. Phone: 206 889 -9400 4055 LAKE WASHINGTON BLVD, SUITE 200, KIRKLAND, WA 980830849 CONTACT BUTTERFIELD, GREG Phone: 206 393 -2896 P.O. BOX 3707 MS 6Y-59, SEATTLE WA 981242207 * k*********** k*************** k** k******* k***** * * * * * * * * *k * * * * * * *k * * * *k * * * * ** Permit Description: Signature Rack Storage ED.i`mens'i ons 2,128 UBC Edition. 1991 §` ' Valuation � 6,518.00 ' Total Permit Fee: 25.78; ******* * *�lr * *.* *** * *.* * ***. *** *,*`*k fr" tk** k '*** * ********* '. ** ** * ** *** * *** * " *:* * **' * * ** ** . Permit Ce;nter:, Signature Print Name:_ Height 14.0 .0 . 0 . 0 . 0 .0 Status: ISSUED Issued: 08/27/1992 Expires: 02/23/1993 I hereby certify: that::I have read and= .,examined .th,i's; permit` a know the same to be,y,trueand correct. All pro'v:isions 'of':. law:• and ordinances governing this work will' complied,' with, 'whether specified he;re;in or not The granting of °;,.this permi t does not presume to ..;•g i ve authority .to violate or cancel the provisions of any'?other,s,tate; o'r local .• aws regulating construction or ,the performance of work. I am authorized., for and obtain this bul ldi"n,g` ; permit. ; 4 Date 7 /r 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 NOTIFIED %--- �l �� ) ,..... DATE READY PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) PLAN CHECK N MB '. . U I G initial review FIRE O PLANNING O PUBLIC WORKS O OTHER O BUILDING - final review REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING PROJECT NAME SITE ADDRESS (JO QA:r1 5 --I ICS i 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) FO. TQ TAL SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE FEET 000. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. INIT: INIT: OU ED) .Zb INIT: FIRE PROTECTION: FIRE DEPT. LETTER DATED: '6 INIT: 9/0 ZONING: REFERENCE FILE NOS.: INIT:IM� MINIMUM SETBACKS: N- 8 /. 2 UTILr1Y PERMITS REQUIRED? Yes PUBLIC WORKS LETTER DATED: S s k ' 1 ct2. TYPE OF CONSTRUCTION: TOTAL OCC. LOAD . U.I HEM ::::<::::T:':<;; CONSULTANT: Date Sent Sprinklers Date Approved - Detectors N/A q 2 � / 1 h / r g r , ' t INSPECTOR: r € 7 . s- UBC EDITION (year): 06/17/60 BUlLDIN PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Bouleva d, Tukwila WA 98188 DESCRIPTION (206) 431 - 3670 - Q c) d 0 BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ..APPL`I.('.AT l :.117IUST.. BE. FIL. :.OU:T.. COMPLETELY. SITE ADDRESS SUITE # % a A PROJECT NAME/TENANT �>GG 67 TYPE OF • New Building • Addition WORK: Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) 444/l,2 -Aou sty NATURE OF BUSINESS: ARCHITECT ADDRESS BUILDING OWNER OR AUTHORIZED AGENT DATE APPLICATION ACCEPTED i PROPERTY OWNER 1 � ADDRESS / 3 yi , I re ./.=,0) Gt14• CONTRACTOR Li G, 92 AMOUNT VALUE OF CONSTRUCTION - $ ASSESSOR' ACCOUNT # 354309 36 '- 1 /a' - D 3 Tenant Improvement (commercial) U Demolition (building) 0 Remodel (residential) 0 Other: WILL THERE BE A CHANGE IN USE? .Q"No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 7 6 Tenant Space: 1 , Area of Construction: ,- WILL T1-1,EIT.,BE STORAGE OR USE OF 1.AMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No •Ves IF YES, EXPLAIN: ? ea c., -i ? s PHONE I EREBY CERTIFY THAT 1 IHA' R AD A ND EXAMINED THI$ APPLICATI. .`T RUE AND .CORRECT< AND <I ,, AUTHORIZED T4 AP PLY FOR. THIS P PHONE EXP. DATE PHONE DATE APPLICATION EXPIRES RCPT * :DATE 2 ZIP TC3)/// -2- v ZIP ZIP DATE PHONE ? 73 CITY/ZIP 98/ -7z c} CONTACT PERSON - _ PHONE 3 ,,�� APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extendeclagn once. If you have armwVicinitgffiat our process or plan submittal requirements, please contact the DOO(rpegt Rf p munity Development Building Division at 431 -3670. E Soils report stamped by a INaShingtort State.licensed engineer..." • Torkgraphical survey „ . • • El. Energy aril culations stamped by a Was hirigtcin State licensed ..• - " • * r stamped by n Washington.sibt,e, . architect, wIlich include: • ".:"..••• .• • * . • :•••• . .. . • • . • . . •••••••••••••.••••••':..•":":: Atchltocwral •draw.intis....".•..••••••••••• ...... •••••••• ....... •••••OCiiripietetitillilli;t:Perinit•iippiiCaticfri.(anefOr••entire:Oo: Six (6) sets ot civil drawngs • /40TE:::::$6, and CI taClOat . ................... . RACK STORAGE , . .. . . • • • . . • • • • • • • • [1].:•COniptetad blinding permit apphcahon Two (2) sots of Plans, engineer or ardiltect • . Legal description ..• • . •... . • ;.:". , . . NOTE In4JCIe dimensions of rackS(heigi!(widttl*nd ::end,01,11.waytt:on Structural CaloulatiOnS:stamPed•by a Washington Sat flcensed ongneer (rackatorage 8 and RESIDENTIAL NEW SINGLE FAPAILY ..... Completed buildlng permitapplication lon� for eactii;StructUrey,•.:;•::::::•!:•••::: •••:• •••••••''' '••••• .•• • • i•••••• . • . . • • . • 1 •••:i - Wo.:SetS•12yof•woriog:drewings;:.wfilch , Inch • ,.......,,.,. pti • FaandatiOn'pla ''' (911 is pian • iih°Y4736" • •• Floor plan • • • •.1•-• cre ...„ ..4*1 ,....an..... °44*. tri of • . IRoof PI • s dieno • Building elevations. (all views) • • • .• • • • Building 'croas-sectiorr-: • .• " • Structural framing pIans Washington . State Energy Code data '10 completed utility permit applicatien: • :'•'•• , Six (6) sets Of site plans showing utilities :-..:.••••••:::::•••••••::;•:..•,'".• • i .:•:•• . ••.. .• ,.• • .••,•. • . • • .. : . :••• NOTE :.• Building site plan and utility site plan May.ba.cortihined.::::.See utility permit application and 'checklist for specific submittal requirements Addlional topographical and soils information may be required itunique site condidons. • SUBMITTAL CHECKLIST 60,4000 e:00106* bulldnG pemit application 0000 • • • , • : , ntrn .: • •-• • • • .• • • d°4 • . walls an d bro ••• ... NeVi. . walls, '• •-• • • • • ••••• •••••• . • . • • • •."-;•:•"'•"":•••••aadie.0)00.:.9.: •••• '. NOTE UanyutiL'tj' t* 4i 1.10i:441110 vit? .‘ ria,•••,••0 permit. PiP/ end • . 'RER°Q. F. . s ia s tad • . ..i.i000,04 .i s ifan .. :'.,( . 0„rtf . y ..., ,,.. .. . .. „ .... „ „. „ :....., ,.. . , '••••:::::::::::',::::::::::,...:::::::::::::::::::::::.:,::.„..: . ... ''' . ri.flaf,!11 . . ,';! . : • tiCtibIrtjeXiStintt:roof,•.: material; bi . , s n pgremov s:. and Oiaterfa$:aing lneb •: ',••••.gTE ::'•A :•.ki . ::*liiiiid Pi:fa tie' firtal . liteie otionand sign .... . ::••• off : pl. tftt perinik::::::::::::::::::::::::::::::::::::::: : ::: • :::.: :::::::::::::.::.::::: . ::::::::::::::::::::.! : : ' • ":: .. ": . •••••• ' :•••••••• • ":• _,•:•••••• :::• . : . : . • . : *•:: ... : .... :' •••••••:,::::::•:•::::::::::.::::::•:::::::::::::::::::::::::::':.:. . ::. • . :•:::::•::, •: ANTENNAI DIBHEB:•:. . :::::::,::::::::::::::::::::::::::::::,::::::::::::::::::::::::::::::::::::::::, • :::: ::, I : :. '......: goillpio 1iokittiti . iliv i la Aueeaor Two (2) sets of plans which inctudo Si .: :: !:: i. i ,: i : :::: ...... :.': .....; :::. :: ,. . :::: .....::: ..: : ..: : ,,,•:,::::::,...: : „::::::::,...; ...:: ::::: .::::, :::.,::: :: :::::: .::: :::: i :::: :i ........ ....... ... . ‘n * P " ' f tenant tipa rhino Landscape P LOation o °(ilitinC1 an I r ;t : "( apsad paring thou Overall building P , •!:11' firiorediace.T 1 =g •••••••••••••••;'••••••:"••••••••• •••• •••••••••• catIan • space ., • • COMplatatl. E Assessor ACcatint . Narrative describing existing [Oak Material ibeing removed, and • matedi:0 bath? instalied • ..• . : NOTE: A battinbationieitai4 requkedpriOrto final Inspection and sign- off of the Permit.. : EXHIBIT A 7. The West 250 feet measured at right angles to the West line of the following described property: That portion of the Northwest quarter of the Northeast quarter of Section 35, Township 23 North, Range 4 East, W.M., in King. County,. Washington described as follows: Beginning at the Northeast corner of the Northwest quarter of the Northeast quarter of said Section 35; thence South 01 ° 51'39" West along the East line of said North- west quarter of the Northeast quarter a distance of. 1003.74 feet; thence North 87 ° 55'02" West a distance of 30.00 feet to the West margin of Andover Park West and the true point of beginning; thence continuing North 87 ° 55'02" West a distance of 270.00 feet; thence North 01 ° 51'39" East a distance of 272.50 feet; thence North 87 ° 55'02" West a distance of.440.70 feet; thence South 01 ° 51'39" West a distance of 553.89 feet to a line 36 feet North of the centerline of South 180th Street; thence South 87 ° 50'09" East along said line a distance of 685.17 feet; thence along a curve to the left, the center of which. bears West 27 °26'23" West having a raduis of 50.00 feet, an arc dis- tance of 52.9.7 feet through a central angle of 60 ° 41'58" to the West margin of Andover Park West; thence North 01 ° 51'39" East along said West margin a distance. of 238.66 feet to the true point of beginning: Situated in the City of Tukwila, County of King, Washington. State of M� . BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance. Boeing Company __(Puget_Sound_._,. located at _. 5924.__ South ..,_1.80th._.S Maintenanc e t ')' smessName Bldg. 117 -77 BusmessAddresS having made application in due form, and as the conditions, surroundings, and arrangements are, in my opinion. such that the intent of the Ordinance can be observed authority is hereby given and this PERMIT is granted for ± o_ handle, store or use flammable /combustible liquids in cabinets per 79.201- ._._.__—_ __......._..._ ._ . _. r_._._......._ _ -._ _._.._ . _... _ -- _-.......------__.-- 79.201g of the Uniform Fire Code *To use any building or portion thereof exceeding 2,500 sw.o. ft. for the storage of high -piled combustible stock per 81.102 of the U.F.C* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT VALID FOR This permit does not take the place of any license required by law and Is not transfer. able. Any change In the use or occupancy of premises shall require a now permit • r ■••■ ✓a., 19111 ,YIL..fl 1 SPECIAL PERMIT - Eighteen Calendar Months- Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE #ii41 .. . .. T.F.D. /F.P. *2 Date: 3/12/92 TUKWILA FIRE DEPARTMENT SPECIAL PERMIT BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, gsaing Co. ( Support SF'ryi located at -5998 quu.th._1SQth- S.tr-eet_.__ Bldg . 11 7 - -/Business Name Business Address having made application in due form, and as the conditions, surroundings, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for * To store, transport on site, dispense, use or handle hazardous materials in excess of the amounts listed in Table jI4:108-c or to inatall, repair, abandon, remove, place temporarily out of service, close or substantially modify a storage _faci,1.f ty or other arAa..segulated by article 80 when the hazardous materials in use or stora>;e exceed the amounts listed in Table #4.108.c.* No. 244 -92 This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with, THIS PERMIT VAUD FOR - Eighteen Calendar Months- This permit does not take the place oI any Iicense required by law and Is not transfer able. Any change in the use or occupancy 01 premises shall require a new permit. ----- Fire Marshal . THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE RECEIVED CITY OF TUKWILA AUG 1 3 194 This permit does not take the place of any license required by law and is not transfer- able. Any change in the use or occupancy of premises shall require a new permit. SPECIAL PERMIT BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, Boeing Company (Puget, Sound located at ____ 5 . 924._Sou,th_1a0th _Street. Maintenaned)m'nessName Bldg. 417_77 DusmessAddmss having mado application in due form, and as the conditions, surroundings, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for _o handle, store or use flammable /combustible liquids in cabinets per 79.201 - 79.201g of the Uniform Fire Code *To use any building or portion thereof exceeding 2,500 sq-.: ft. for the storage of high -piled combustible stock per 81.102 of the U.F.C* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT VALID FOR -Eighteen Calendar Months- THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE ... "r. vcrrin t iv' cry r ( )64J/ 41 44 Fire Marshal T.F.D. /F.P. #2 Date: 3/12/92 BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, Breing Co, , (Snpgorf Srarvices_).� located at _5928 Snuth._.18Q.th_- Street- -. Bldg. 117 _,7 rumness Name Business Address having mado application in due form, and as the conditions, surroundings, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for *To store, transport on site, dispense, use or handle hazardous materials in excess of the amounts listed in Table 414:108rc or to install, repair, abandon, remove, place temporarily out of service, close or substantially modify a store.- facilft _nr other area regulated by article 80 when the hazardous material's in use or storage exceed the amounts listed in Table #4.108 .-c.* i1 This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT VALID FOR This permit does not take the place of any license required by law and is not transfer- able. Any change In the use or occupancy of premises shall require a new permit. TUKWILA FIRE DEPARTMENT SPECIAL PERMIT -Eighteen Calendar Months- Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE No. 244 -92 25.78 25.77 8. ..0 A * ******:k•kkk.k,*kk.kk**k* *** k******** ***k ** *k* *k* ***kkk*k*k**k.k*k* `,.ITY OF, TUKWZLA,' WA TRANSMIT r ** k********* k*********** h* k* kk***" k****** k * * *'•kkk *, * *,kkk **k,*** *�r TRANSMIT Number n ., 920.00871 Amaurit: 25.78 ,0e /20/14,20 f 1 . Parrit : No,: B92�0280 Type., 8-RACK, RACK; 8TORAGII` PERMIT Parcel Nay 352304- 510.5.: Site :Ad'dreas::5924 : 180 "5T 'Payment. Method: CHECK. " Notation: " BOEING In i t , SLV. t* kk **• k*** k**** kh*** k******* k ** *k ***** *k * *k ** **k * * * * ***kk *fit * * k* Accaupt Cade Dearr�iptiot Paid 000/:322.100 BUILDING:• NONR.ES 21.28.. 000/385.904 SIA'1'E" DUI:LDING SURCHARGE q. ,q.. Total '(This Paymen,t)a x,5:.78', GENERA TOTAL CHECK , CHANGE 265011000 . 25.78 25.78 25.78 0.00 : :15:02. Address: 5924 S 180 ST. Tenant: BOEING #7-77 Type.: .B -RACK Parcel #: 352304 -9105 ic and comput permit for., or an pry' ,isions' t the fvisdiction. :j olate or; cancel t CITY OF TUKWILA Permit No: B92 -0280 Status: ISSUED. Applied: 08/13/1992 Issued: 08/27/1992 ** * * *•k * * * * * * * * *" tic******** * * ** * * * * * * * * * * * * * *k * * ** * * * ** *.* Permit Conditions: 1.`No:changes will be : made to the plans unless approved by the Architect and the .Tukwila Building Division. All permits, inspection record,s,,,,_ano, approved plans shall be. maintained available a Job s.i:tK r• Io the start of . :any construction. „,T $ee�; documents are to:;:p ma.Antained .lSWX N^' � 4 v 4 Java liable until fli ;l - ainspection approval I s g;r� Cited . When special i s clr i on fi's equi red e i ther the owner,,, architect Bu or ,�'e ine,e� sha11.. no Tu t'if,�y� t ,e. 001 w a: f d r9. a, EE a nY ;'Division ot'a{po1nntm.en of he•inspect ge,n p '�ion aa a r'�ior'�. tin '4- d � ° 41 dh • � ' the first Poi lding� pect,thn.� Gopi''� esn at a1'4.00 cial. inspect ny�rep4�r.t., hall be si�britte to thre Bu is ding Divisi .projeC; perfo s o t �tJ man Al a p pr "�' pi Ed. Un Ene i . Val plan stru a of a or�d1n- authors shal;l:.b t iois. j oll not be . v coin fpp 11 o ny: ti o th � coce ,,o o '- n other o p` r , pre m;fng to g,i v �e prov anEpof• this. cod? ,; Fin. a °ti mel y 1 manner.'" ilee, Fb; is shal eon t.elri addra, m ae, pe'rrnit numb a d type of inspection° , y a ng • c ial : inspector µ s011 s' bmlt a: final 'signed'rep�ortlr�... he e'er :'the w0r .requ in`g special inspection'Was, b st. f'cthe. in time-tar ` knowledge,: in conformance with ed 'pl'a and sp: io an� plica ble0wo►rl'- • ip provi sit �qf the UB � "',� ' ) -:. 5 � ;, \., �� • oi tr ' ;on. "r . .don e " in ' A n` c e v �ith approved ' f a�ndequ i r ements nt � . U n i fpr� �B "i'l Zi ng 'Cod . (1991 on), .amen . b_yithe hin t�o6:�'..S7C \Code;: ,. �m� ,char�i c °;mooe �f 19��� "^� '�i W ashington State (1991 �: orlr i ` t�. / \ ,, �Pet,mit ' The: issuance \ f.'.a'' p ': or :apprn t � ,N`t E e g'Cd c t t$ bf. spe tn �a f of or lid. COMMENTS: 1 -u- G-0(411 ( NJ ,F-t 4w- ' w ► i r4 /VP R ou - 1? LA-QS . l ti) x. �-�. OF Tbl� k- �Ur� -:�j . sP�r� . 1 s - 1 rvSAF tom+ OF T14q A ri.icR0it— (3a( -Ts ES -- - - ---- ---- - - - -- .,.,. • 0 ► CI L 1' olf FI A-3 FU Ie.. i J s t4 W pc- Co fl OF Kr S 1 tit S Pi N) L,E-'ir -12.- (4 A tcH PPf4)k OF ?1fe B0c.T" 1 N S T A-LL &r ttb . C.A-../ at,- \ps- i. % Pi e e &ep ,- - - • �- - F4i no J STA (; . ` . Requester: �/ /� 7):14A-6 Phone No.: Q L 4v '`--A Inspector: INSPECTION RECORD Retain a copy with . permit , PERMIT CITY OF TUKWILA BUILDING DIVISION �' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 hitt (206) 431 -3670 Approved per applicable codes. 642-0 ❑ Corrections required prior to approval. DatQ: 9.7 ,k(- qz- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. cbu ^ r 7 r7 ype o nspe io. a Q_ ) � re / SD ,�� Date called: -- r I -la-- Special Instructions: Date Wanted: Requester: �/ /� 7):14A-6 Phone No.: Inspector: INSPECTION RECORD Retain a copy with . permit , PERMIT CITY OF TUKWILA BUILDING DIVISION �' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 hitt (206) 431 -3670 Approved per applicable codes. 642-0 ❑ Corrections required prior to approval. DatQ: 9.7 ,k(- qz- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Sept. 4, 1992 4- 7335 -DT -779 .City of. Tukwila 6300'Southcenter Blvd. Tukwila, Wa. 98188 Attentions Ken Nelson City of Tukwila cc: Basil T. Kattula .Structural Engr. DECEIVED SEP 2 31992 DEVELOPMENT Subject: Bldg. 7 -77 Installation of Pellet Racks Permit No. B92 -0280 I have inspected the installation of. the steel racks building 7 -77. The installation of the anchor bolts done in a workman like manner and in accordance with specifications. in were the DATE ** SHEET NUMBER(S) CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 REVISION SUBMITTAL * * PROJECT NAME �z � i��C- T /E? - , l C. 77-9 7/341 ADDRESS Z "—/ ‘ey4 /i /SO CONTACT PERSON if0V2 � - cLr PHONE ...71 7-2f-{9C ARCHITECT OR ENGINEER PERMIT NUMBER 0 a — d Z 5 (If previously issued) PLAN CHECK NUMBER /3 7 2 —p 'D TYPE OF REVISION: `v'77 yGp•aosr 0-a- "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1'1'EED TO: `�"'` RECEIVED CITY OF TUKWILA AUG 281992 PERMIT CENTER 77ec 4—t/ CITY OF IUKWILA APPROVED g 1992 BUIL ING DIVISION G / ' rc% A.) 1(.4 4,3 tla wei G v 6-r r Ta rc.a 4.m- 98/8 S / 28 i 9 9 L. RECEIVED PAscc- r. K r cX 4 63,�tsuc.T . CITY OF TUKWIIA (Z6 rff ,4•ue PERMIT CENTER e€rl r 1 J4 Wit. 3/ Sva c -r Sp C. rNYP 7/C J )O4 14 AT" Ci2j R i;16. sr - P4446 (64 C /(1 4r gee/ A e^ cscoG 7-77 le'/ 7 ?X4 / M i„l,s. Je4 4 0003 ( ei;f � / 7 C c=-r/ 77# $ PeCoaG l NSp6 100.i C,4 -4.1 F>(l- DM" fr° 7' 9 2 (r0 e 4 ... 9 p g Pcs`d - ) ,G•A1e4Fe /Z f C P e/t, •,, a 6-/; 6lr- /Getz. LtC (sLw0 pg. 13 Y A - eve crkr (tore) a AUG 2 8 1992 44 139-&-ez-go_ . A. do e-/tJa p2.aP&s.StD ..a,a -t., /, () 77A1" ei; (,J .rdSfifCra Di* ,4-wcy Cat; s rt aq S . *i & b-Gt ,% c' F'. 1 / .d my' C4-t. c.c.x Al ' AIJ I i f Copyright © 1992 IC130 Evaluation Service, Inc. gleamea EVALUATION REPORT Filing Category: FASTENERS— Concrete and Masonry Anchors (O66) KWIK BOLT -II AND POST NUT KWIK BOLT -II imagm. HILTI, INC. 5400 SOUTH 122ND EAST AVENUE TULSA, OKLAHOMA 74146 I. Subject: Kwik Bolt -II and Post Nut Kwik Bolt -II. II. Description: A. Kwik Bolt -II: Kwik Bolt -II (KB -II) concrete anchors consist of a stud, wedge, nut and washer. The stud is manufactured fro either a carbon or stainless steel material. The carbon steel Kwik Bol stud is made from AISI 1038 or from AISI 1144 materials. The wedges a made of AISI 1010 steel except Kwik Bolt -II (KB -II) 3 / 4 x 12, KB -II 1 x KB-II 1 x 9, and KB -II 1 x 12 have AISI 304 (stainless steel) wedges. All carbon steel components are zinc plated. Each component of the stainless steel Kwik Bolt -II is made from either AISI 304 or AISI 316 material. The stud consists of a high- strength steel rod threaded at the upper end. The tapered mandrel has an increasing diameter toward the anchor base and is enclosed by a three - section wedge which freely moves around the mandrel. In the vertical direction, the wedge movement is restrained by the mandrel taper at the bottom and by a collar at the top of the mandrel. When subjected to torque, the wedge is forced against the wall of the pre - drilled hole to provide the anchorage. Allowable tension and shear values in normal - weight concrete are tabulated in Tables Nos. I I and III for the car- bon steel and stainless steel anchors, respectively. Allowable tension and shear values for lightweight concrete are shown in Table No. VI. B. Post Nut Kwik Bolt -II: Post Nut Kwik Bolt -II concrete anchors consist of either a carbon (AISI 1144) or stainless (Type 304) steel stud and post nut. The stud threaded end is fabricated to accept a threaded post nut whose outside diameter is equal to the nominal diameter of the stud. The post nut has a countersunk head configuration.Allowable tension and shear values in 3,000 psi normal - weight concrete for carbon and stainless anchors are tabulated in Table No. iV. C. Installation: 1. Kwik Bolt -II anchor is installed in concrete with a pre - drilled hole of approximately the same size as the nominal bolt diameter. The drilled holes must exceed the depth of anchor embedment by at least two anchor diameters to permit overdriving of anchors and provide a dust free area. The anchor is hammered into the predrilled hole until at least six threads are below the surface. The nut is then tightened against the washer until the torque values specified in Table No. I are attained. Minimum embedment depths, eage and spacing reqbirements are set forth in Table No. I -A. 2. The Post Nut Kwik Bolt-II anchor's installed in a predrilled hole in con- crete approximately the same size as the nominal boltdiameter. The drilled ICBO Evaluation Service, Inc. A subsidiary corporation of the International Conference of Building Officials Report No. 4627 February, 1992 holes must exceed the depth of anchor embedment by approximately two anchor diameters to permit overdriving and I ide a dust area. The anchor is tapped into the ho until the po ut he es th . to se Paste. . '. • 'o . t s ' • . '. ned by two complete tur d e a tapped a t n until the post nut is again in contact with fasten material. The post nut is then tightened. D. Special Inspection: Where special inspection is required, com- pliance with Section 306 of the code is necessary. The special inspector must be on the jobsite continuously during anchor installation to verify an- chor type, anchor dimensions, concrete type, concrete compressive strength, predrilled hole dimensions, anchor spacing, edge distances, slab thickness, anchor embedment and tightening torque. E. Identification: The anchors are identified in the field by dimensio characteristics and packaging. The packaging label indicate . .n- fac :r's name . . ddress an ' size and . . . or. A length I� If c. . .. 'e lette fed on aded end of the bolt. See length identification system, Table No. V. III. Evidence Submitted: Descriptive data, tension and shear test re- sults. Findings IV. Findings: That the concrete anchors described in this report com- ply with the 1991 Uniform Building Code, subject to the following condi- tions: 1. Allowable shear and tension values are limited by Tables Nos. II through IV, 2. Minimum embedment, spacing and edge distances, and other installation details are as set forth in Tables Nos. I and I -A. 3. Allowable loads for anchors subjected to combined shear and tension forces are be determined by the ratio of the actual shear to the allowable shear plus the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Anchors are not subjected to vibratory or shock loads such as supports for reciprocating engines or crane rails unless adequa- cy is determined by tests and approved by the local building offi- cial. 5. Allowable loads are not increased for wind or seismic farces. • 6. Expansion anchors are installed in holes predrilled with a Hilti carbide - tipped drill bit; manufactured Vim This report is subject to re- exatrtt�t iti,��n it ear° \l, 2 " ��� Evaluation reports of ICI10 Evaluation Service, Inc., are issued solely to provide information to Class A members of ICI10, dill "Ar:Ok on which the report is based. Evaluation reports are not to be construed as representing aesthetics orrery other attributes not specifically addressed noPa an endorsement or recommen- dation for use of the subject report. This report Is based upon independent tests or other technical data submitted by the applicant. The ICI10 Evaluation Service, Inc., technical stuff has reviewed the test results and /or other data, but does not possess test facilitia to make an independent verification. There Is no warranty by IC110 Evaluation Service, Inc., express or implied, as to any "Finding" or other ,naller in the report or as to any product covered by the report. This disclaimer includes, but Is not limited to, merchantability. Page 1..ot 4 CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B92 -0280 Status: PENDING Base Information Parcel No: 352304 -9105 Owner: BOEING OREGON Validated By: DLM Status: PENDING Act /Inactive: A Nature of Wk: INSTALL 152 X Location: Zoning: UBC Edition: 1991 Rack Storage Dimensions - Keyword: UACT Tenant: ''BOEING, #7 -77 Address: 5924 S 180 - ST MASABI TRUST Plan Ck Approved: Applied: 8/13/1992 Issued: Completed: / / To Expire: 13.67 RACK STORAGE Linear Feet x Height 152 14.0 F7= Update, F2= Previous Line, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT Activity document routing maintenance. Permit No: B92 -0280 6[ 7[ 8[ F1 =Help, ESC =Exit current screen. y User: 1677 .0 .0 .0 . 0 . 0 08/18/92 RACK STORAGE PERMIT Type: B -RACK Vers: 9101 Screen: 01 Valuation: 6,518.00 = Totals 2,128 User: 1677 08/18/92 RACK STORAGE PERMIT Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed RACK 01 01 C BLDG KEN Ap Cont. 08/14/92 08/18/92 08/18/92 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1 [ EXITS ` . O.K. 2[ 3[FIRE PLEASE REVIEW AND COMMENT. 4[ 5[NOTE: SPECIAL INSPECTION, ANCHOR BOLTS! l l 1. l l l l l 9( l 10[ l aaaaaaaaaaaaaaahaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa RACK STORAGE DIMENSIONS CITY OF TUKWILA CITY OF TUKWILA RACK STORAGE DIMENSIONS LINEAR FEET X HEIGHT X /3: TOTAL = 4.222.41/ NW- 1 Hilt - 5&L p ci (z. A CIO P6 IL 7U-& I:roe/4 rsuR.Diki 1-1/ T u iAti-A IA A 361.3 ri.t( I cs-H S flt oelc PArev t-to • 1 2, 6 , 6-Herz-AA- IJo-rE-s A 64 ' (- (- 1- 0 1 - 5 TR,44450 t (L 4' Ai.sm-qs t.e)14,4. r DLR. M4cLLfr Fo r lks Slrie6 - 10 izer;. tLDL C4 s4-e-prs ) Ttfl /3-TX 6,64 11- T. Koya...,at - 7- 92- • • • IL 551. FXPIRIS 7 / 14 / 94- c. 7/z 7 /92— 2 ory or • AUG / n ", 14/ L 4 /*2 /l o /2 i N-E/L,./ STEEL PACK 2ACts ;Cm T l 0 s c C.o are 7 -fl. au1t4p1t c 7 -17 TW,kc.>11..A 6 A oI 9223 GENE 4L TES R.4Cla /fir m v r a c T v 2,0 t3 cr /,t/ T6w L A.KE ST&C-t. Fv2 R4 Ut comp o,c/ 6747 Csv/Fat'u J 7 .4-!77 A 57 GR. 50 wou tzl So ,� I„.: 6s ks,' ST &ft tot d3 A.4-6 pLA TES Curer /it S N ASrnii A 36, wirx a Se kr4 /414 ks: pl,4 i mu A, 1.0 A-o 1 s sa uv 1.is p 4:2 Lk) cc 12:5 1. )7.1.-1/Z. 4eibitf j W ir4 2 LEVELS pmt V et r t oM a 70 2. !64- 1 /2 u 46av Ftao R. uP '/ am. r co Gun1 t J 1. F 7s' ) 40 D6 P cu-7' M TD trier t� �f 1(2 TA-"- a , /68" 13614 -ills Age LH 3!0'J- 7, 17.0 r3liw! ,4ic�- 1.61 35/ $E4n4 A LU"Ay Co",,JEcrtox. unci 4..p/. / g d c S Af ,Jo „ $ „ 13 tr L-0.r ... Actoe)fr c.t:- Sotc. 13t /N6 /J 2010 pst= /#R 6.14.4 Lem-.s /k /3 r N c2 EAR' E IDYL S Ecs /WC, O g 5613M“- 1 L a 4,-Jury loAOS . 1 to , I3�iStr l A TES AR,C g7 7 x /2 a GJ 4rM ZM r2 l K l$ gWlk AocrS t; 3 " e/rt$ = 17) pc-A 13,46 14,4 TE . 11. S L 4-i U S% 4 1 Wi cit coNci re- 7a t As ?Soo ps,' 1.J1114 /21 FoR..ceit ter ( 3 t,t.J, aft G x(- /0 wwf 742. _ 9 3 Ust,4' 1I t* W30 57 57 27-ti ,4 AN 4 -4's ci V : 4a (CV 0,3o (v/4 3 ) ) T = 1.0 Cz. 2..'S aL -% G 4. -! s tJ. 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B1,1S otdp 7 ,Qr 4 $,2a - 0, 32 1 4 LH'35I Tk r. 3,544 114 #14- 4- ptm 82,A-cke 5 e.s Ma s 30, OS 1� N 1 4ELo ... sets 7'I k " 0, r Vs to 6 A 2.0 E-7.10 Fairy PP CA U «I L A-' f 4 I 17104 /2 4. 0.2 (S. Za /z) iZo /p = lG 33 k 4 0 4'4A I3rg 7 -9z ▪ -9z23 4 M • o, p (5. za /2,) r 12 4 /g s it, zo -Fbk 24,64 r(, _ , ( F,' 5o ks-, fi,u S C 5.20/ (ia. ) 34 0.$ s 0,46 " 584 A2M oab k 3, 544 bk 7 A 4 Lk- 364 r S, vs- S t 4.. Pin ell4c, S644 MA g, 30. D5 14 " "8" 1.4614 5 &is / t 42, a k " exo H t 7, o 6/ 4. d, zb ( zc� x 16 J k elk 4 MA s D,8 (5,20/24 24 a . / Q/ 8 s 43,6k k . 'l 'flog 24,47 k5 t < Fit 5 (s.Zb /z) (044 des z o.$S 3$4- x tg x S.24S 1 -1180 , 0,93" e > .L ¢ ...... OL Vitt �S. P 5,2.0 ,. LA M $ t7.4 -9 k ". -�a . (,,(,'a k SL' 2z.,ol . t.. 6 1.0 k 65,15 Lzzit 5,20 k 53 4.0-gritoc,s S ism 7- z 921,3 6 , Orr 3 SO 23 14 - Fttirk + z o, i1 + 0, ?3 : 1,02 6l( /, 3 3 /3 - 7' [ ) 5 - c. ,1 1 3 i41 S o k, 1 3 4 . Artxo 7/t P 7 .r '/z N b4 tteM s re. Go. 443 k 7.7(.r s 32, 7s , 1 D , 27 o /e S -t :. 3 A 4 /3 = /, 0 ks..' It M s 0,270 (Z.37r)' /2 y 0.14/ Tr 4-h z a 6 k s,` R44,9 t s P.354 al4 ,%2 t3�s� f EstIAJ, CLRc RACE ,s 3,512 ()Iit. A y ( 1 1 .1-,Stl.. z b61,1./. -- ' 2,219 ks 000 „ i'/3 2. 2(1 ps.f p k 'T p St- t'A H/) r« / j'l , 4-go k" f ►�r SLR S z ' Z C s,S)y J G... _ 0,_ n.ti 7,S r'. xoil t.t ti 6, 1 444 o• 1 1 t t' L L 5" Z Z 0'1 I IC . X Xi l lx' ' t t (x��Z T T .. 1 • .t3 INDUSTRIES • .001, CAL1; Of WIA ;6'1DIARY OF INTERLAKE .t : , f L F ?s 77.10b . • • ▪ • • • r �.Oyc51: r. .. A= 4,2-//2 (. 7¢7). . . ., D M.. I • t' ' _ �_ .9' 534 ... . ; ...4, 4.2gz • . ... . .. . 1 • l y z g, z/ ( •9,330)'" ..'= r); .= at 717 ti (.4 7 47.) • i•• . . .. ` • 9.53 • • • c , f 0745' • . •.'• _ • .1. = . 4866 ,,,,. '1,,.. � . JYRU�� .NRO 1'E121I.F.S :.LAL15 . 4 ?4 ) 1` UATC UFtAW!t1G I .LLS.E.'L r.L LE :32 = ;4:35 Ci�' �Z �EM,4X. 5- 5- 3 I. • L.V ?It L V •7 41 1 :11 • �' NO. REVISIONS J 1 BY 1 • .7".3676. • 4.824s •• 7R:DERE© THE0:1`!IIN. THK.. = .-0 - DESIGN THK. = 75 --'_-. ,7 .1997 'RI = '.125 • • 747 • 1.3003 , Z .0943 =.1034 = .1624• . • C• =.'37 R = .637(14s2¢ ▪ ) .,_. .1034 :L _ •t.57. Rz = 1.57 (.16•24) _ . 255' _ _.... I � •145tR}3 .143�1624�^ . coo6 • • ..f z ' : 1.681 Z • • ,y = 0747) _A1S G' Sod. 3.z '- irc:.9 +Ge : . / 2 3 3 • r 3 '' Is . y , _, 1.300 ... /7 4x0.: .14:5.4-'3 • "55- L , I 'L., 43 .3' _ $,9. •:/7..4.07 = il .....57: _ ss _. l Z 33 r ?- r • r :.. . ' . - ... «. • .. : . _ ...... - .. i J 51 1 , JJ .. 41 ,G ; 24. j7.4'D7 • ' .GZ • • • • « • • • • • • • . . � . .. • L44..4. / z.:103 6.47 ;› •4. F= 7 , 1 (Z2 = /),g0.7)�a�: . . .... I LLY • erect/PH = 22 .•1 D3': • f • .cps= 22 73.71• : • • : Q •. t: Qk • • • • • • 30,000 • .. • .. t •Ats- 2. �!.l..1 . i $ • • .; =...:25:7• - 1 • -• /3.467 x. _ • ,,,,!�s I• ,, • • ,L • 1t, 3116 37.15 5 54 1 3V1 6 3`71 II> '581 D 3'lw 3 /4 4'1zU 11 �1(V 5 51/ 6 4i Z3 /4 Z Z 7. 2. �a11c. 7- R LI ,la • .LH lit : Lk 531'. 3 /4 6 /8 1 s '8 1,'8 1 �8 1 �8 tslg 2 1 /g 1 /s tI t. 1 )1 tV7 1�8�31 112.512 3.x'94 5' 1.2.9 83 4.3L 1.11 •._ • • •.• 1.19b(, • -- ..•■•••._•... 5L. V Z 01 1.s890 1.`1F351 7.34S 1 2.. 1. 1.9389 L. .. •_ .�_ I . 1.621 Z 1.81 ••••• •••••• _.._ 19383 245'VD Z.ZZ40 v N MA . S }4 WIC, Z3.1L Nk 1.O(q .5o(,cp 1. (.i3? A511 1, S1 9Z ,194 I : 75" .91ZD lActL .`ice 1.1.Pc( 141,1'21 Z.SX O 1 Z.1189 1.5(43 2.(2.u.8 I, (/1-d18 _•____ _......... Z.siot 2.1105 ...••_•M• w •• ._.•• •.• 3115 Z,3Z4 • . R i :. 56-d rco...1 420 .szzz x`18 • N•.••. - I.05 14345 4441'7 1: SSg1• 50,05 l,o�•� 1 1.oa 1.1008 1.1041 1,11i to c I. Z28g, L239 7 1'.245 amp...0 loft/ 1..'117 1. Zt'oa5 I.Z/4g ••••■••••••••• 1.7143 _,•.•• OP. .... 1.7601 (..4 t.0 LAP( \7' i Y. Nift-; lcb SKaW. 1J • 13- ;1 1a.91 6 = ' 7.1, A wei,9 MA. 12.,04 r!r. ,% LODI FAB !INDUSTRIES r GOD!. CALIFORNIA • ....r• I .;' . - ` . - • ti` 1,: •i: •i (Ss's .STA.,Two PIN Brz aKET) 1"5S4R 3,3i8 PIw P514EA 2 = .x.,0 7 9 4t /FIN G. o verb r _ ' 21 SPCCI AL 8 y L [BEAM 13RACKET WITH FOUR PINS •( ti..: ■ ALLOWABLE MOMENT O>~ Qt2ACtcET • .t' .• .. C — /0i8 CF S+L.. • 1 DATE: S -- 24 -73 • T 1 ALLOW. MA = (i) 290 -t•. Sooty + 1350(5) +1879 Cr) '. 22;5 ° 3',.;., USE SRL. BEAM runcs tr*.iL 1 1444M4 . • ALLow, ffoR SEISMIC M : 22 (1.33D . 30,0482 .1.. USE fate. SEISMIC ONLY. NU, DWG. NO. • Code CW x CD In. t t In. Lip In. Wgt. # Ft. Area In. X - X AXIS SPECIAL COLUMN SECTIONS 7 - � C)I -- wLU 4 w F WI-2: K. Z w 2 0 w .- z 0- a a D 0 0 a v) Zui u_ z CC oQ< I - tea CC ou- 0 V = u_ CC Q Vj v w O cr Z Qz� U) cc v, r- ww � - - L a � o Q O- ccZ 0 < '- r- z zv, _. d a: N c ( -) jQ>: w cc L cr j H t w O wCO Z(1)Ocn . If c:4Qn 3' -- - j40.00 "] 1 TY 1 SCALE: 1 /4" =1 '-0" A BAYS -A-- .A I AI 7 A_ x -- aF -*--- - --x- -- x--- x-- x-•-x- I 10' 1 20.0 0" B ]I B 1 B FLOOR D l-A \ SCALE: 1 /1 6" =1 3' - -4" 140.00 A-1 � - -r A ,_ - A l A — A � A � A � A I A IA • TYPE B BAYS SCALE: •1 /4" =1 ' -0" B BBB I B�J BL B F B 1 B III III' lit' 11; 14' 1166.00" X x '.x sT , l T i iI I OI 6 '3 iiii114111114111111 Illllllil IIlI IIII�IIIIIiili t lllilll � IlIi1 1 1 111i' II I1illl illl 'II f 1 5 F No.18 NOTES: 1. RACKS ARE MFGD BY INTERLAKE. 2. STEEL FOR RACK COMPONENTS CONFORMS TO ASTM A570 GR50 W/ Fy= 50 KSI, & Fu= 65 ksi. 3. STEEL FOR BASE PLATES CONFORMS TO ASTM A36 W/ Fy = 36 KSI & Fu= 58 KSI. 4. MAXIMUM LOAD IS 5,000 LBS /LEVEL /PAIR OF BEAMS, W/ 2 LEVELS PER SECTION 70 1 /2" AND 164 1 /2" ABOVE FLOOR. 5. UPRIGHT COLUMNS ARE MODEL LF75, 40" DEEP OUT TO OUT BY 168" TALL. 6. 168" BEAMS ARE MODEL LH364. 7. 120" BEAMS ARE MODEL LH351. 8. BEAM -- COLUMN CONNECTION UTILIZE 4 -PIN BRACKETS AND "B" TYPE WELDS. 9. BASE PLATES ARE 5" X 7 3/4 X 1 /2" WITH 2- 1/2" O X 4 3/4" HILTI KWIK -BOLTS EMBEDDED 3 1/2 (MIN) PER BASE PLATE. 10. ALLOWABLE SOIL BEARING IS 2,000 PSF FOR GRAVITY LOADS. ALLOW A 1/3 INCREASE FOR SEISMIC OR SEISMIC + GRAVITY LOADS. 11. CONCRETE SLAB IS 5 1 /2" THICK WITH fc'= 2,500 PSI, REINFORCED WITH #3 ® 12" E.W. OR 6 X 6 -10/10 WWF. Old PAL-1-&1"' NOTE SPECIAL INSPECTION BY :: AN APPROVED TESTING LABORATORY IS REQUIRED FOR THE FOLLOWING. I• A 0r 1- J[ H aE INSPECTIONS .. .SHALL BE ADMINISTERED AS DESCRIBED IN U.B.C. SECTION 306 PRIOR TO THE FINAL BUILDING INSPECTION. • [EXPIRES 7/14/ / OII v21sare e p1aii Ghee a rc p ., s any ` -j th�� t s , � t�nz�6s10 P t10n 41 con- t+�`;G�k�t r VE,c e p wedged• lC r1� " � a t� i' � •r pF 11011t.A E ??R 001O PO). \Ch2 60 t_O RECEIVED CITY OF TUKWILA AA 1 3 1992 1 —' A� A J I A V - � C)I -- wLU 4 w F WI-2: K. Z w 2 0 w .- z 0- a a D 0 0 a v) Zui u_ z CC oQ< I - tea CC ou- 0 V = u_ CC Q Vj v w O cr Z Qz� U) cc v, r- ww � - - L a � o Q O- ccZ 0 < '- r- z zv, _. d a: N c ( -) jQ>: w cc L cr j H t w O wCO Z(1)Ocn . If c:4Qn 3' -- - j40.00 "] 1 TY 1 SCALE: 1 /4" =1 '-0" A BAYS -A-- .A I AI 7 A_ x -- aF -*--- - --x- -- x--- x-- x-•-x- I 10' 1 20.0 0" B ]I B 1 B FLOOR D l-A \ SCALE: 1 /1 6" =1 3' - -4" 140.00 A-1 � - -r A ,_ - A l A — A � A � A � A I A IA • TYPE B BAYS SCALE: •1 /4" =1 ' -0" B BBB I B�J BL B F B 1 B III III' lit' 11; 14' 1166.00" X x '.x sT , l T i iI I OI 6 '3 iiii114111114111111 Illllllil IIlI IIII�IIIIIiili t lllilll � IlIi1 1 1 111i' II I1illl illl 'II f 1 5 F No.18 NOTES: 1. RACKS ARE MFGD BY INTERLAKE. 2. STEEL FOR RACK COMPONENTS CONFORMS TO ASTM A570 GR50 W/ Fy= 50 KSI, & Fu= 65 ksi. 3. STEEL FOR BASE PLATES CONFORMS TO ASTM A36 W/ Fy = 36 KSI & Fu= 58 KSI. 4. MAXIMUM LOAD IS 5,000 LBS /LEVEL /PAIR OF BEAMS, W/ 2 LEVELS PER SECTION 70 1 /2" AND 164 1 /2" ABOVE FLOOR. 5. UPRIGHT COLUMNS ARE MODEL LF75, 40" DEEP OUT TO OUT BY 168" TALL. 6. 168" BEAMS ARE MODEL LH364. 7. 120" BEAMS ARE MODEL LH351. 8. BEAM -- COLUMN CONNECTION UTILIZE 4 -PIN BRACKETS AND "B" TYPE WELDS. 9. BASE PLATES ARE 5" X 7 3/4 X 1 /2" WITH 2- 1/2" O X 4 3/4" HILTI KWIK -BOLTS EMBEDDED 3 1/2 (MIN) PER BASE PLATE. 10. ALLOWABLE SOIL BEARING IS 2,000 PSF FOR GRAVITY LOADS. ALLOW A 1/3 INCREASE FOR SEISMIC OR SEISMIC + GRAVITY LOADS. 11. CONCRETE SLAB IS 5 1 /2" THICK WITH fc'= 2,500 PSI, REINFORCED WITH #3 ® 12" E.W. OR 6 X 6 -10/10 WWF. Old PAL-1-&1"' NOTE SPECIAL INSPECTION BY :: AN APPROVED TESTING LABORATORY IS REQUIRED FOR THE FOLLOWING. I• A 0r 1- J[ H aE INSPECTIONS .. .SHALL BE ADMINISTERED AS DESCRIBED IN U.B.C. SECTION 306 PRIOR TO THE FINAL BUILDING INSPECTION. • [EXPIRES 7/14/ / OII v21sare e p1aii Ghee a rc p ., s any ` -j th�� t s , � t�nz�6s10 P t10n 41 con- t+�`;G�k�t r VE,c e p wedged• lC r1� " � a t� i' � •r pF 11011t.A E ??R 001O PO). \Ch2 60 t_O RECEIVED CITY OF TUKWILA AA 1 3 1992 A� A A I A A [ A A A [ A ( A A� AI A I A J A A I A J A l A - � C)I -- wLU 4 w F WI-2: K. Z w 2 0 w .- z 0- a a D 0 0 a v) Zui u_ z CC oQ< I - tea CC ou- 0 V = u_ CC Q Vj v w O cr Z Qz� U) cc v, r- ww � - - L a � o Q O- ccZ 0 < '- r- z zv, _. d a: N c ( -) jQ>: w cc L cr j H t w O wCO Z(1)Ocn . If c:4Qn 3' -- - j40.00 "] 1 TY 1 SCALE: 1 /4" =1 '-0" A BAYS -A-- .A I AI 7 A_ x -- aF -*--- - --x- -- x--- x-- x-•-x- I 10' 1 20.0 0" B ]I B 1 B FLOOR D l-A \ SCALE: 1 /1 6" =1 3' - -4" 140.00 A-1 � - -r A ,_ - A l A — A � A � A � A I A IA • TYPE B BAYS SCALE: •1 /4" =1 ' -0" B BBB I B�J BL B F B 1 B III III' lit' 11; 14' 1166.00" X x '.x sT , l T i iI I OI 6 '3 iiii114111114111111 Illllllil IIlI IIII�IIIIIiili t lllilll � IlIi1 1 1 111i' II I1illl illl 'II f 1 5 F No.18 NOTES: 1. RACKS ARE MFGD BY INTERLAKE. 2. STEEL FOR RACK COMPONENTS CONFORMS TO ASTM A570 GR50 W/ Fy= 50 KSI, & Fu= 65 ksi. 3. STEEL FOR BASE PLATES CONFORMS TO ASTM A36 W/ Fy = 36 KSI & Fu= 58 KSI. 4. MAXIMUM LOAD IS 5,000 LBS /LEVEL /PAIR OF BEAMS, W/ 2 LEVELS PER SECTION 70 1 /2" AND 164 1 /2" ABOVE FLOOR. 5. UPRIGHT COLUMNS ARE MODEL LF75, 40" DEEP OUT TO OUT BY 168" TALL. 6. 168" BEAMS ARE MODEL LH364. 7. 120" BEAMS ARE MODEL LH351. 8. BEAM -- COLUMN CONNECTION UTILIZE 4 -PIN BRACKETS AND "B" TYPE WELDS. 9. BASE PLATES ARE 5" X 7 3/4 X 1 /2" WITH 2- 1/2" O X 4 3/4" HILTI KWIK -BOLTS EMBEDDED 3 1/2 (MIN) PER BASE PLATE. 10. ALLOWABLE SOIL BEARING IS 2,000 PSF FOR GRAVITY LOADS. ALLOW A 1/3 INCREASE FOR SEISMIC OR SEISMIC + GRAVITY LOADS. 11. CONCRETE SLAB IS 5 1 /2" THICK WITH fc'= 2,500 PSI, REINFORCED WITH #3 ® 12" E.W. OR 6 X 6 -10/10 WWF. Old PAL-1-&1"' NOTE SPECIAL INSPECTION BY :: AN APPROVED TESTING LABORATORY IS REQUIRED FOR THE FOLLOWING. I• A 0r 1- J[ H aE INSPECTIONS .. .SHALL BE ADMINISTERED AS DESCRIBED IN U.B.C. SECTION 306 PRIOR TO THE FINAL BUILDING INSPECTION. • [EXPIRES 7/14/ / OII v21sare e p1aii Ghee a rc p ., s any ` -j th�� t s , � t�nz�6s10 P t10n 41 con- t+�`;G�k�t r VE,c e p wedged• lC r1� " � a t� i' � •r pF 11011t.A E ??R 001O PO). \Ch2 60 t_O RECEIVED CITY OF TUKWILA AA 1 3 1992 1 - ' ( 1 � 'x / • ROLL UP DOOR u� HEALTH FREQUENCY MGMT. CLUB SAFETY FOOD • SERVICES ROLL UP DOOR PLAN - FIRST FLOOR SOUTH ||U|||U|U|UUU U/||UU|UU|UU -`| - |U||UUUUUUU 0UU|0|UUU| [ /[rn /1///1/ p|/ /i/|/|/ |/|/|/ / i/|/[/ / 1 / 1 / 1 / |' |'| ' | | | | ' | ' 1 ' | '| { ' | 4 l‘- JL| } ��| ' ��| | �� . . . ij |'| "''. • / I/|/|/ / /|/|/!/ /�/�/ / i | | | | � / 51 / �N . , UUUU UUUU ROLL UP DOOR __ -- _-'. .�~--. _■•-• 7077 1 SEX KDB 6-18-92