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HomeMy WebLinkAboutPermit B95-0377 - RAINIER RUBBER - CONCRETE PAD City of f Tuk w la 5_. C (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0377 Status: ISSUED. Type: B -BLDG Issued: 11/17/1995 Category: ACOM Expires: 05/15/1996 Address: 15660 NELSON PL Location: Parcel #: 000580 -0023 Zoning: M1 Type Const: N/A Type of Occupancy: WAREHOUSE. Gas /Elect Wetlands: Slopes: N Water: TUKWILA Sewer: TUKWILA Contractor License No.: SPECTI *115CA TENANT RAINIER RUBBER 15660 NELSON PL, TUKWILA WA.. OWNER JOHNS FURNITURE CO LTD 512 STRANDER:BLVD, TUKWILA WA 98188 CONTRACTOR SPECTRA INDUSTRIES Phone: 874 -5617 32867 46 PL S, AUBURN WA 98001 CONTACT JOSE ALESTRA ' 874 -5617 32867 46 PL S, AUBURN WA 98001 * * * * * * * * * * ** ** **•k * * * * *, tit*********. * * * * * * ** * * ***** * * **Y* *.* ** a k* *•k * *•k* k******* Permit Desc POUR : CONCRETE PAD 10', x `10' x 17" SETBACKS • Units: 001 Front: .0 Back: 0;,,` Buildings: 001 ' - ...:'Left .0 Right: 0,) Fire Protection. N/A , UBC Edition: 1994 Valuation: i B50.00 Total Permit Fee 57.30 ***********************•********************** k ** * * * *** * * * * * * * * ****k * ** *'k ** P m t Center Authorized .S nature" Date er i Signature I hereby certify. that I have read and examined this permit and know the same to `; true and' correct. All provisions of law and ordinances governing this work will be complied w,ith,'whether specified herein or not The granting of this permit does not presume to give authority 'to violate 1 or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: _ ____ ° Date: :1_4..=, - 1( ‘ ; ' ) -va Print Name: � C)C& Nell-AA Title: __- `-" Gk. This permit shall become null and void 'if'the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. / CITY OF TUKW/L. m- g ` Department of Community Development - Permit Cente '• ,it: � 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 iso8 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER .R/,1 N1 Ru,,ES3E4 SITE ADDRESS SUITE NO. ` 5'D31 °7 it5 ((oo AJeLS N t_ INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. :DATE DEPARTMENT DATE IN : ` REQUIREMENTS / COMMENTS , BUILDING - It- 6- °1612, CONSULTANT: Date Sent - Date Approved - initial review t (.- - C. (ROUTED) X.FIRE n ,,J /� Sprinkler FIRE PROTECTION: s Detectors — c� N/A I I 6 7 r FIRE DEPT. LETTER DATED: INSPECTOR: INIT: m.4'. O PLANNING I ZONING: IBAR/LAND USE CONDITIONS? f Yes [J No ,, REFERENCE FILE NOS.: -4i' INIT: MINIMUM SETBACKS: N- 5- E- W- O PUBLIC It/4 UTILITY PERMITS REQUIRED? () Yes L] No WORKS �f S PUBLIC WORKS LETTER DATED: INIT: O OTHER r INIT: t BUILDING - TYPE F CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review 1 I • ; /trig � tV O F N . V BUILDING 15 /c-15 OFFICIAL INIT: )),P- ` 1 ' ,.., REVIEW COMPLETED AMOUNT CONTACTED OWING: • a' it DATE NOTIFIED BY: 1Q H (init.) 1 4 4°, f3 2nd NOTIFICATION BY: (init.) q 3RD NOTIFICATION BY: Xl (init.) 01/043/03 BUILDIN PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT DATE (206) 431 -3670 BUILDING PERMIT FEE_ - -'" PLAN CHECK /2,(� BUILDING SURCHARGE ?�, 5 .... NUMBER _ 1 AI PL/CA MUST ' �E OTHER: f Fa; LED. D c 7MPLETgL Y TOTAL - _ 51 .. SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ /l. PROJECT NAME/TENANT ASSESSOR A9COUNT # :. ,:: L)Qo 00 TYPE OF 0 New Building Li Addition Li Tenant Improvement (commercial) LI Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) ©Other: c c /4 k= rJf�h DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS. LA. 0 . k'/, td, WILL THERE BE A CHANGE IN USE? Li . No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER 'PHONE ADDRESS ZIP • CONTRACTOR p`„ c1 Ai\ f� )ti 51 1( 5 PHONE ADDRESS - -_2_,J)_6_2_1/6 t ( Cis- A( %u•/ ' „ A ZIP ("'/ WA. ST. CONTRACTOR'S LICENSE # c- . ! .. / ff _ EXP. DATE ARCHITECT PHONE er.)7//. c ADDRESS ZIP I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION: AND : KNOW THE .SAME TO BE TRUE AND CORRECT, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT: SIGNATURE ., DATE BUILDING OWNER OR 4. - 17 (2 : l �, ,. /der AUTHORIZED PRINT NAME, / (} � . �1,�,,.��A PHONE , e //, AGENT ADDRESS :> ; �/ /' f�� %. �,�,' �T, { ' /i { ,� i I ti CITYrZIP 'fkCrJ CONTACT PERSON PHONE , - APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about ess or plan submittal requirements, please contact the Department of – igmlopment Building Division at 431 -3670. DATE APPLICATION ACCEPTED NOV 0 3 1c ItATE APPLICATION EXPIRES 1 -9S PP RMIT CEt'1Ten "` 1 0/22/99 SUEMUMITTAL CHECKLIST :OMMERCIAL • NEW COMMERCIAL BUILDINGS /ADDITIONS : . . COMMERCIAL' TENANT IMPROVEMENTS n Completed building permit application (one for each structure) . n Completed building permit application (one'for each structure or tenant) ;'�i Assessor Account Number i.... ; : ;:,. n Assessor Account Number n g: . . Two (2) sets of construction plans which include (2) Two sets 2 of the following l pocifications S `— Site plan n Structural calculations stamped by a Washington State licensed • •Location of tenant space Existing and reposed parkin g engrnear.,. • • ••Landscape,plan (if applicable, i e , change of. u Soils report stamped by a Washington State. licensed engineer n Overall building plan Topographical survey :: ..: •.Tenant • location Use of adjacent :(c wall) tenant — • Energy calculations stamped by a Washington State licensed •. Overalldimen of building or •square footag engineer or architect n Floor plan of proposed tenant •spa Legal description •. Tenant space plan with.use ea ch : room : labelled 1 Working drawings; :stamped by a Washington State licensed .Exit doors;,egress. patterns • architect, which include, •.New.walls, existing wall, and walls to bo demolished.': . • Site plan 1: Construction details Architectural drawings Cross sections s wall construction and method of . • Structural drawings attachment for •floor and •ceiling • •.•Mechanical drawings Elevations Structural calculations stamped by a Washington State licensed •Civil drawings engineer may be required if structural work is to be done (2 sets) Landscape plan NOTE If any utility work Is to be done ,'submit separate, utility permit Completed utility permit •a ication • e on for entire. project), PPl ( iP 1 ) aPP p J Six (6) sets of civil drawings: ,j NOTE' :See utility permit. application •and checklist .for specific utili : AEROOF i submittal requirements. n Com ple t ed building p ermit a p ( one for each s truc t ure) A Accou m nt Nuber RACK STORAGE Narrative describing existing roof,; material • being removed, and material .being installed • .. Completed building permit application . ■OTE.. A• certification letter is required prior to final inspection and sign :Assessor Account.Number el al the pa Two,(2)•sets •of plans, which include: ANTENNA/SATELLITE DISHES i I Building floor plan showing: 1n Completed building permit application ••Entire space:where racks will be located . • . . • • Exit doors n Assessor Account Number '• Dimensions of all aisles • ' L Tenant space floor plan showing rack storage layout, aisles and Two (2) sets of. plans, which include exits:: n :Site P lan (showing building •a nd l of antenna/sateliit dish) NOTE: Include dimensions of racks (height, width and length) aisles and exit ways on plan. n Details antenna/satellite dish • and method of attachment Structural calculations stamped by a Washington State licensed n Structural calculations stamped by a •Washington State licensed ' en ineer rack stora a B' and over . g ( g ) engineer: may be required RESIDENTIAL •• NEW SINGLE - FAMILY DWELLINGS /ADDITIONS RESIDENTIAL-REMODELS l • Completed building 'permit application (one for each structure) 1n Completed building permit application for each structure) Legal description n Asses Account Number Two (2) sets of working drawings; which include H Assessor Account Number ,'Site : L J Two sets (2) of working drawings, which include ' F Fo daf tion n pla • Site plan . --t. (o plan, show closest hydrant location P • Foundation plan Include access to building, showing • Roof plan • Floor plan : .. width and length of access ) ' Building elevations (all views) Building.cross section • Roof plan • .Structural framing plans • • Building elevations (all views) : :: • Building cross-section NOTE:If a ny u til i ty work is to b •d one p rovi d e •ut pe a .•• Structural framing plans' • • .. . : and plans.must be submitted: • 1 I •Washington State' Energy Code data • .... . REROOFS — Completed . tility permit application n Completed building •porrtiit applicati (one for each i,UUCture) Six (6) sots of site plans showing utilities : .. :` [] Assessor Account Number E� NOTE: • Building site plan and utility site plan may be combined.; See , n Narrative describing mistin r oof; material being:removed and utility permit application and checklist for specific submittal requirements. ma terial .being installed, Additional topographical and soils information may be required ii •unique NOTE A. certification letter i requ prio f i n s pection and s i gn site conditions. oil olth parmlt h F ll •,' '°,' ,• :f r 1 ,S : - 9, 1 4 iii 5i, 1.j t. ,'..,C%y y., +'l . ' , t`; , ,, , ,pr q' .1 e.,t4.., , i. .)r..:‘ K kilo i., (•,.:. \ i ii • .../, u I r't C ' ° .i *•*kaik*% *A #' * *i * k• k: 1k**• k* k: 1k: ka*• k • k* A***: 1**• h: 1•A:4 *A1kk* *A1kk * *:ti * * **a•A * ** GENERA " »00 t t1r or ru I{3gIi.A 1 14 A..:- 6 - 03-1 'rRAN:33�I r GENERA 20.80 k **:47C,k4k•1• *4•k,1/rk4 ** * * *• *: •A•* * ** * ** *11. ** *a•* *,ter * +4 * ***4, *+1* * *:4* *k *•1 GENERA 4 »50 i�lAN3t4IT Number; 94003199 Amount: ; / »3() ;li' /03/ 95 12 :33 TOTAL 57»30 Payment Method: CHECK Nuttitiane 6r'E:CFRA INC)US;(RI Intitr ai'IG CHECI( 57.30 ........... ......�:t�r�.._........., _............._ ,..�.....,. ....._....�..........._. CHANGE 0 »00 1 • � Permit No: B95-0377 7 Tgpe. E3 -BLDG BUILDING PERIT ? 1 0 6'95 ?636A000 16454 Parcel Na : 00058070023 ' ' Site Address,: 15660 NELSON PL 'fatal F cr.:r 5'.3o Th,i k Payment . 57.30 Total ALL Pmtti c ;:'7 .30 • Balance: .00 *• A•: 1•* 1* 4*** a•*,** t1* k*** k • h• h*** k, 14, * 1,.a*: 4**, 4 *A* *•kA * * *A- 44• *4 * *a /: *•k4.- *•k ** ' (ac nt Code Description Amotin'> • 000/322..100 BUILDING w. NONRE" ' 32. »{) . 000/345.830.. .. PLAN CHECK -- NONIUS 20',r80 . 000 /386.904 STATE BUILDING SURCHARGE 4 »50 • . . . : . . ... . . . . , . CITY OF TUKWILA . . . . . , Address : 15660 NELSON .PL Permit No: 895-0377 Suit. e: Tenant: 'RAINIER RUBBER Status : ISSUED ' Type: B -BLDG . : . App 1 i ed : 11/03/1995 Parcel #: 000580-0023 . . Issued: 11/17/1995 Permit Conditions: . 7- ,::---.;.-- I . No .changes will be ma d e„..., O.:r,tylit,:::04,*„:01,0;e:4:;s,,....a p p ro v e d by the Architect or Eng i n . !.,,q,rain . ,:if-:tie" - Tut....wlid - '13'tit:14tiygi z ,..P i v 1 s i on . 2. All permits, . inspo",o,r115if records, and approv6V.4ifans shall be p available at th 1 ,466. s 4 ak pilot to i g , be .tat s t r u c ti, o n . ' 1 1 5 W e - i d p oil n 4 riltt il a'f;dt,,,te ' h ' e a ma i nt al n e d i ' i i t i , it?,v a i I - .,& 4. 3 tia j a s ,,- ppro oval 1 fs g ,v4. 4 • ' able un t 1 1/fp.) a 1 ,tnA ton man .--.. • \ 3 „ Bolt s' i nsaPedqi trk,pbne'r etc oshal I be 'Sp esi a 1* In ye c t e d. t (11BC - ,,,, ',..', 376(02) . i)'" .,,,,,\ ii l "4 j y , . , . . , to 4,* 4 1 .NZ:tt \ ) 4 1 4. When s 1.), .,,5 al -4 noec tlon i s re u 1., pe e i t her W e, owilli', , archit,pt or engi neer shalf‘fin)atify "the Tukwi 1 a *Bu il iljfr r t‘ A . , .,,. ' '.. •Divis :-.# of ,)3ppo 1nimen t'rsck'f4 the insRett i on agencig4 1... . the f,*s t 4 4 0 1 d i n r 6 i n SOO t i o ri'c\I„cetb i e s of al 1 speclalfi' I 11 S 0 6 - t 1 0 , , W 4 ' ; ' i P 0 OS shaft be st4bna t•te.4, to the B u l l dl nq '":",,, Division '.,f in a timely ninner ,..,."7„'1 shall contain in "jdtfr?es V . Ot name ., • .„ 5- , perm ..-, 4'.eport. con t pro ,it,nUmber . nct typ0,,.df being* AA -,, ,- -. O., i 1 \--.'... t " i' :40 ,,,,, or. • pet lot 5. Thq;;4pec i a l',, i n'speCt9r 'sh 1110. ubm 1 tj''a, 11,,ii'i 1 01 gned report r , „'i stOtjng: ' n g;,, 4 e:C.ial ::Inspect i (Irv wacii, 1. IrAl to 'th'e best of the 1 nse0fOrk;;* knOW1 qsige'; in conforma w i t h ' 'ilappli& :1'p i a n s ' . , ' . 4 n d I s p i e c4:6 ca t\i.OnS ., and. the a p p l i c a b l e t:' I.1 wor"OIVOnsh 10.„ p rov i s ion'S.Of-the uqc, . .1j-,1,%, ..,.,,,),,--- - ,.. ,„ 6. . SPECIAL i REQUIRED IF ALTER ATE .'ADHESIVE AN6104,$.?1:1' ARE 'C.IS'EriciNSITAD OF CAST IN CONCOETE:IANtHOR BOLTS. 2'' c ir:d .,, 7 . All ' trpop tIon, to be done I n conformance with" a ppr ov Pi p la n Si d k:4,re quirements . of the Un If orm Bui lding' C ode ( i 994., /0 Edition),„ as amended, Uniform Mechanical Code 0904 Ed i tionOr and WaiMnqton5;„StateEnergy Code,1(19944 ,',. J.k.,4). „ 8. Validity .,,tif. Per:MA- The issuance of a permit'or Ap , p.rovaVo, ., , . . plans, specific kt)ons , and,., computations 0611 notOP co,41/ strued to 'bii::a, permit for, (6e ‘4r1;, approval of, any '`Vio14.0 of any of eti, of the building code or of other ordinan'Oe,i''0, the ,i u r i sci tO tii 9ii:... , No permit p).;,0.01 n g to . g i ve authority ''tO'Cki,c la te or' cene 1 1 t i - i e i J prov is totiiiif t h i s s code sha Ii be va fid. ;.. V',› . '' "),-- .'" ''."'''. ' Z''.' ' ' ,.:. , tt!,. "t`: • -- — , . ' '' ' ."-- ? rr':14,•" • , ' • . . . . . . . . . . . . . . . . • . . . . . , . . . , . . . . . . ; , . . • , ' ' '. ''... ' .• • ' . .. ' . . . . . . . . . . . . . • . . , . • . . . , . .. „ . . . . . . . . . . . . . . . . . . . . . : . , . . ' • ! . , . , . . . . . , . , . • . . . , . . . . . . . , . , . , , • . . , , . . , ,_ ........... ...,,,-.......,A".....,.w. , _.... (-- INSPECTION RECORD '— Retain a copy with permit INSPECTION NO. , PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , ! 6300 Southcenter Blvd., #100, Tukwila, WA 9818:17;•, (206) 431-3670 Project: / Type of inspec ', . ..1, k Date called: Address: 161( 1\14s.r1.) ‘`ii• i• Special instructions: Date wanted: , ...,).../() --5ko r) FlequeT ., Phone No.: , ''.. 1 ; 7 1 '13;.1 per applicable codes. 1 j Corrections required prior to approval. i COMMENTS: ,,.. ... c41(S. 1.4, , '•;:, 7y, . , ' c ti r . • , q • • , , - ,'. 1; ' ., I s ',71 ; q 7 , --. .7 • '. '.., '.., ,.';'',, . S 7. i-; , ' ,'' ',As,' ,:• ,....V,r1 . ;..,,;::: ','. `,':; '.'e , .= ."—^',,,',...,:',;, =1 ''''' ' '''' ,; '', .:: '' ''; ' — '' ; .t r. , .. ' ' '' S:," ' .% '.' . ': ''. ".i : ,;C; . •. ' k . "; : Yr, ' .' ; ,),,..:.;.t•I:('''''. ,' , ,:''' '',`;:, .1,7%; ?.., ' ; ', '''.;,',', '',,,, , ',....! Y Inspector' 1 1 ' g.--: Date:-5—/G--qit ,‘"'"'''', ‘,. :''' ' '?' 4 = ' ;` ' ;` • " : 1'',(<r '''' .:;.' ' .: "'% / ‘ . " 7-:' 1. :,, ' '' ' ,. ) ;. : J,', ,' ' '• '''` $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must c,.;.;=:';,,,1‘,,,,,,,,:,,,,,,: ::,,,::.:-;:,,,ly;:ti:' ...,,,,:,:,',,,i',,,,,':',.;':::',:, be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,,-,:. ,..,,,,,,,,...,,,,;.,„..,:,*, ,,, ,,, „, r,,e,o 4 ,*,,z c4 " '..„ r'' Receipt No,: Date: ''., -:,';.1,,‘;.',,'„1,'..;'!--''Al;,:',1::,"'•-:- ' ....- • INSPECTION RECORD r------;(-1 , Retain a copy with permit .01 - ip Ti INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I '" ,,,. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ■11 (206) 431-3670 •-.; Projecl iriv._ izikteoz. Type of inspection: 41 1. Address: Date called: 1510100 11/4 1-,..c•Al Fl-- 5 -2- -cao ,., „.., Special instructions: Date wantet+— b —S-1(0 4 P.m. w 1 tT te., vl cr14 Requester:* MAR:11 • .i' Phone • .1. (5) i If fic A.A. IA/ 12'n , 0 NC). 5 . 1 .'" 1_558 h • r• htit-rt ,..: I Approved per applicable codes. I I Corrections required prior to approval. .?.. COMMENTS: f, • •',, - MC ooLl DcAlriapstoli.4 ir..s.C“ cr is Tit&S Pertwo IT = .". PEILi4 /AS "TP 114E A 1 & ell r- 0 it- 54 LA 2.6.67 71114)C . Slec.S CA i-L- rcl 6-- ( 01 A . NI (-11 A 1 ci40 it_s ') • 0/ 1 2- I ' -E)+4 6cv ni1 • t„ PZ a ar-A ltd lelev w. Se. (1.1401As-rg..,1,:qS> I, si-Art.- 7)4 Air 14E tASe0 10 if 12)1 VI i. - 1% L.0 CP T)VE .Seir— AMvnr .5)4 i 1,0 774A1 ts.‘ th 0 v IA Alscs-v4 —. 0/ A-3 , 6 02., Ft €- v I ., ,,... ;,.• c tr.) ‘1 1.4t S c.11-F14 A NY) P-zto 4-0S A 149 , .., C AllThcA tev v4 IT% 'nit" ti 1.09),J651. . . .... Inspector: Date: --- 5 & q (-- 1 I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection, Receipt No • Date: 4, •%., "4. INSPECTION RECORD Retain, a copy with permit 0311 1 g • - • V V, . CITY OF TUKWILA BUILDING DIVISION 1, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206) 431-3670 – PRIFT — TPF _ r, tx , E213 – R - 7 - 11 F – rre 0 rtININ 16R. IN Adir5 it Atiboef2 f E. , Date Called: 2. 1 6 ' SpeAl Instructions: Date Wanted g p.m. Requester: bp\v :ob - Phone No.: .114 - • ( e.pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: , ;'. •:,'; J Inspectogic_g_____ Date: / / V? 4 s J E1 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Dale: }-1 .'&1•Z .6L r INSPECTION RECORD 0 � zi . — Rotaln a copy with permit 9g3e.. CITY OF TUKWILA BUILDING DIVISION � \ 6300 Southcenter Blvd., #100, Tukwila, WA 98181 (206) 431 -3670 •roe•: �a� ' Ubbkr ypeo ns• •n : ou nrlo t -ion Address: 19Q00 mr2,I6011 T) DateCalied: t i1 SpedalInstructions: D Wanted; am. (4 U- w-- Requester: PhoneNo.: %-114-5(491") ❑ Approved per applicable codes. X Corrections required prior to approval, COMMENTS: t O�7c Djf �. . _( ;t /' s l k d a L 4 ' NAVLS Heoliez . P1 / L " t i c4 Ai $,E)4.4c) , v5 ga :).3.4 (L. "Lk' r4.1.4 „ Y 3” c4 f -A'As- �► ; • t rs c `r. t Inspeco / r ' Date: ; .• j .�' J r I ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • . zw 3. d r iM1.h4 7.,_:. s.. r2..... ue. itrtW�.1•:R-.:.er.`'.i.a'. -_...' �asxn:'2t)r_;: zLf+ri:E �.... v' r_..., i... y. �.:. peru.. ..�s.....i...¢..e.:.a�YT.i+?. - q _, ( v, . rz/A. .1 ( City of l ukw la John W. Rants, Mayor � �. � ;►�' ,: Department of Community Development Steve Lancaster, Director 1908 Apr 29, 1996 JOSE ALESTRA 32867 46 PL S AUBURN WA 98001 RE: RAINIER RUBBER Dear Permit Holder: Our records indicate that on May 20, 1996, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B95 -0377. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on May 20, 1996. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, l (CU e r> Kelcie J. Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431~3670 • Fax. (206) 431.3665 • • • .. .....� ......•, .... .,;. . .• .. ,...._. ...� ............... .... . r.. <:,,, r. , .,-v •..r•<« .,... .....,.,, v....,,., .... • ,. ,+, > o. a . C: v .,.. Y ax :4 {XC'i • . ✓ , I • i I REGISTERED AS PROVIDED BY AS A: #. 4i►' .. ' • 1 , e { ., • , ' v ." . ' i`, -,• �vr. a1•P141• /;r%' ..; s7(s;,r ., s':..5 w ; , 1 ;. .a. ' a.'''-1• , t: • 1 tiA(wa.;tYfiL', i`i Sri:, • • .. . • I t i',.�;+t:; `'` •,..,... '�t�' T• E01 : TR TI N;N {.,, ', ,.y.a'4'.n �''s,; • . .. i A Q � „,k •, a 'l •; - ? EX I:4117p ' ION,i�AT j . �. 1 p � , : , : ' :j �! '�: ljr?,`'.,' i>G �.'t Y j a r ,7 ' , .M #�Y'ti ai�i { ra l r � t +X • >i � • tr✓i �, ?�rV, j .'x..y ; f )ij "i,l "r (6 (t o7 i1 '4 1•� 7 i {1 {F % ' J �+ ! {: e�'';•" ,:: { • �w ' ii14 ' ' Ir6i S7 ' tl. 1 r1 :�,� j "�!i } : 'I ?i 1 s. '�r 7 {` � ?+ wr Y ti st : ::° -•' ; • ; 1 ... ..• 1. �_ *,"' r { 'Sr i " S • t r ,r u 7 '`j y'� t f 7�Q' r fa�� ,�•. H'• i • ' ' , :'3 69 " 6T ' r ' �'a. , ,.r' ' y � ' AVI3URhf WA '''. '980,01 • ' 1 SIGNATURE a e.,j � '��/ i ; • ' ISSUE EPARTME OF LABOR AND INDUSTRIES • • • • • • • • • • • • • • • o • • • • • • • • • • • • • • C ITY P TUKWILA • ' NOV . Q • 3 • • ` :PERMIT' CENTER 4. i c �/c HVV, / ST — r w " r !/L 6 U•V /O,V £4 /I ROAD W • >F Cr" CJ .. E i ✓a3'd4'4G'E • s w/ ll/ - �fG� JGl. 02' ow ■ H lr ir�40: WS rarer 4 ; W O • 2 . S 7P • r7f3f CD 1 1 1 . > w;y �_ m�srxTCJ U = n. � �'� ' X 1 3 E'W�- h. c reRYN I` w � � 1)41.1 f_eNee �. s � ��pRp _!� 7� I LAA i �ti j a 2 1 i ! i� i O 7 ii �d V /GOit1G , .a___ W , y - 4 I 6 • g .-... In ,.. 9 1 E0 .57-no 3 E — ;u • . ? 0 D { �.� 14 .1 !` m • , t eO.pp' ( /AO% • ° ---ear zel . - ; - ;.1 — — ( 9298' ,\ o1 i - - - - EA 3EHE � /77e. I. L4J . 1 E rb S £I? 7 n h ,,.,1 • z d: //'j° 15 h � 111;11:16 Sa \ : g• ,/96 �r ,P �sNr of wAY L Ar e% litilli f uft ,tt«.r, Ca..rt "' t qt a sodo /f/ELSO/U PLAC E cwse. 6 p/j6E - tC1 O J? Ia l!/ VALLEY POAD �' E `'° SCALE: /" =10' 4,,,;.. r-.,c� 2 ,....,, , , --E `° ��- s. • . ...: 0 r . :L1LOb4�1\ il �� `lls/iY� f�i\ ; j ra = R / iw:e. a,_� t pnawY Cr _ s. R ECORD =SURVEY 'I � : M°PK :ss i . ie. &...r ASSOCIATES P. S v .• I = a 3 .,•:< 5.40%, 1 z.. C _= 1 P. E ' � " C i! - .r> 13 .N I E - I `-5 PR OFESSIONAL LAND SURVEYORS , ' � j r � :� p �''" `•7 95/04 � N SU EYOR rx� •r�r ; , t 1• - o � . _,�,.� -:-u i t ' 402 CENTRAL euaa,we awn +nAvev„e SEATTLE, WASHINGTON 9E4104 12061447-1729 ` r 7 +h ! J J T_ti ' -- I - Z 2 ` 1 • • • • ( • L AL DESCRIPTION PARCEL A A PARCEL OF LAND LYING WITHIN THE HENRY MEDER D.L.C. 046, IN SECTION 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W,M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 24; THENCE SOUTH 87•48'34" EAST ALONG THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION, 1,110.88 FEET TO THE MONUMENTED CENTERLINE OF STATE ROAD 2 -M (WEST VALLEY ROAD); THENCE NORTH 7 WEST ALONG SAID CENTERLINE 587.30 FEET; THENCE NORTH 07 EAST ALONG THE MONUMENTED CENTERLINE OF SOUTH 158TH STREET, 519.25 FEET TO THE EASTERLY MARGIN OF THE PUGET SOUND POWER AND LIGHT COMPANY RIGHT -OF -WAY; THENCE NORTH 1'21'41" WEST. ALONG SAID RIGHT OF WAY 18.08 FEET TO POINT "A "; THENCE NORTH 87'15'22" EAST ALONG THE NORTHERLY MARGIN OF SAID SOUTH 158TH STREET 127.95 FEET TO THE WESTERLY MARGIN OF THE CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD RIGHT -OF -WAY; THENCE NORTH 3'34'46" EAST, ALONG SAID MARGIN 273.39 FEET TO THE POINT OF BEGINNING OF SAID PARCEL; THENCE CONTINUING NORTH 3'34'46" EAST 364.42 FEET; THENCE SOUTH 81'37'40" WEST 234.27 FEET TO THE EASTERLY MARGIN OF SAID PUGET POWER AND LIGHT COMPANY RIGHT -OF -WAY; THENCE SOUTHERLY ALONG SAID MARGIN 342.77 FEET, MORE OR LESS, TO A POINT WHICH BEARS SOUTH 87 WEST FROM THE POINT OF BEGINNING; THENCE NORTH 87'15'22" EAST 152.17 FEET TO THE POINT OF BEGINNING. PARCEL B AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES, OVER, ACROSS AND UNDER A PORTION OF SAID HENRY MEDER'S D.L.C. 046, AND GOVERNMENT LOT 8 OF SAID SECTION 24, DESCRIBED AS FOLLOWS; BEGINNING AT THE AFOREMENTIONED POINT "A "; THENCE NORTH 87 EAST 27.97 FEET; THENCE NORTH 1'22'20" WEST 352.00 FEET; THENCE NORTH 8'22'19" WEST 265.00 FEET; THENCE NORTH 23'36'31" WEST 140.00 FEET; THENCE SOUTH 66 WEST , 37.57 FEET TO THE NORTHEASTERLY MARGIN OF SAID PUGET SOUND POWER AND LIGHT COMPANY RIGHT -OF -WAY; THENCE SOUTHERLY, ALONG SAID MARGIN 743.02 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN THE MAIN TRACT. PARCEL C AN EASEMENT FOR ROAD PURPOSES OVER A STRIP OF LAND 35 FEET IN WIDTH AND ADJOINING SAID PREMISES ON THE SOUTH AND RUNNING WESTERLY FROM THE SOUTHEAST CORNER OF SAID PREMISES TO THE EAST LINE OF SECONDARY STATE HIGHWAY NO. 5 -M, AS DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NO. 3480349; EXCEPT THAT PORTION OF SAID EASEMENT WITHIN THE RIGHT -OF -WAY OF PUGET SOUND ELECTRIC RAILROAD RIGHT -OF -WAY, NOW PUGET SOUND POWER AND LIGHT COMPANY'S RIGHT -OF -WAY, AS CONVEYED UNDER DEED RECORDED UNDER RECORDING N0. 216030, (ALSO KNOWN AS PARCEL 2 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER B1 -36, SPC RECORDED UNDER RECORDING NUMBER 0111090569.) HE IIRANK 9 STEADMAN ASSOCIATES P ROFESSIONAL LAND SURVEYORS f;ECOR 402 CENTRAL BUILDING, 810 THIRD AVENUE, SEATTLE, WASHINGTON 98104 12061447.1T24) • CRYOGENIC LIQUID CUSTOMER STATION MODEL: CLC -16 - LIQUID NITROGEN SEISMIC ZONE 3 li /Z k l 2 -- ?e .. 7 �erT c- .. -,+..L 7 o.0 Calculations & Sketches G '' • If 3 4,3 (a. p ) PRELIMIEARY • Prepared for AIR PRODUCTS & CHEMICALS, INC. ,3tiog s .f+ 16345 'EXPIRES 1 / 15 / gG I Prepared by CH2M HILL September, 1994 � • I 7 51 / i saneo I i .- aglvxois ..o'�l =a ! ,_+‘` .csr d -Y t" 'l y •xYs's7✓iisr_xtivy2 B vi'ow-d No1ssro•wei r+7: atifitt cu r SLX' PL/509 Xad S�'of971/YVAIS7/At u5 '1S At9.1 at9t7f'a 1/09 r /// 'Y -Aa ay y A '1 141 3S/) :4r aty •y awn I A A c • ,.0-,I ..,ft r r�1IMEN SI NM r ('Y 210N say) 937•ea ) b3 Wd5vg7J1�N/hl- 7°B 2loH2Ny %V • �,F 3 = QA1 a9i1/1nSi /1 • 1A. <1 o } Y ,1 �1li�5�bA3/?Hina:1 00,11:1 13'd WV :AS am «ba u: j7 V5.9020- 1 cnbn :9 / o rbuYLS a- cu5m canal -xr s o%x21 I — - I YT I — , 4 t/ t r - �- ci = rhau o r •= swass:Jd • . .r., '• 7 / al7 /t g"r' 7q1- S"A' payr^C'n9"OP7 h i ' ity_isv.....„sitei i,...k.g..,a ,.,:til7 ����/ ,.:g1pzn,.�vi ` + b abr �� n �/af� NOiSIAle whits rvn' " : ° /r9J es Spy t'i1!! /17i1/ _si°Yr.r,15aypy ?? ! ON . Di:V*7V e/05 Of `Ltje/ P, 414, A AV 11 661. S I Ito N " -- .015 �� Q3M� M -arvi. oh 4=39 sin bag/ - JaV Pozoi•KLY z • _ '71. .*-= ev3orzity a.1br1 9 do 'LHS 1;5f 4 arvo - , f93 rg •0Nioaradd - - __-`- •ApV a „s £ "1 'NT 'P s�1 SLY alag*a7Y imams 71IHW : i • . • • • . ' . 1 -"--L' ' -Li if__LJ 1:ftAli-:_ .S.J.14.111.a..diA_,-,-41.1._ _ I 1 ,__". LI vzip, ; Lbs) SHEET NO. / , of 4 DATE CHA4HILL. zo.te 3 (. PROJEk .6. , imr3/66€(4/,e; . . • • , 1 - •• - 1 • .' . ..r.'!" TIT 7 _L....!..: 1...i, _4_1 1.... 7 . . ! Aletteis . 1.: -.- 1- -; ."-----H-11.--... . ; Conerele- A-r too 1 ' . . I : • , • P 1 • ' f . A : ; • • , . .. , : : :;:p.tr.._ : .:- 2 1 A ' glIbrel/Eci 5t-' 4-Srlii...4*(4 go. : .; ' ; • ' I . . • . ..._. .!.... .1..1.....r..,... ....,...1.. .. .... ... - 40,f2r eviis , 1t" :A:.5o 7 H . ••1•1••• ,•,•••• ,,,111••._ . . . -I . i 1 + , , . ;. i • .1.1.1. ., . Ailow• abk, (cod k geartiVA'•er,sci(e. . - /q0.01. : . • ••i i -d• • !- • -L•i--1 1 ,-i - 1 1.1-i- i -• , i i . .: .. J.! ,, ., : . .&_,..fik • , . . . i- • • • -••- , •, -- 1 • •-" : , , ••i-- • . - !. • .! ' , .-; i•••1- • • • • • , • -,,- •! ••• . Af3G- /II/ 046404 1 • . • . •i•,:i•.ii•I:••• /Of . , . . . , . . . . . . . . 1& /7 AL . . . . . . • . ZOgd5 , 1 4-. 19 I 06145. rd . / • ' 6eiksiitz- - ifssore 7 '' , excv 4 sc.es , . . . .. z's.0 - • . . i ! , • , .. .. .. ,. ....:...:..... U44_7:2.0_44.477' .r. .: : ...1 r - A a &feat i Air/well - . I.) 0.9C 7ii.61e•No t3 -4 er 2 (max) OBC icigyls4/.(36.1 i i ! A'w =3 oBe. 7P-Ne. /ilo 2 3; -. 0 • 44s 2 e 7,3 Xy r" e , Z. p. e V 6 5 - vi . dee/. eg8( .. .', V :•-- 2....32‘,./4,22.(c.d.S..3 1,1 .:. 0 /275' A-1 . ..P . •r:---0 Z7:9 (My/ )0 .5 /4 ; 4-',4 a fav ..- / Isfmce -01)4t ail, 'hulk .4) Ii9p al 1 conerele 2 ) 114.) • , , • . i • Hor- &.3)(a5)v 4 0 4- 'r‘ . . , H: , ., : . . . 141. /,$/. 4e4v.Velt 49$ c yip- • . . • • • • ,. :. I • ' ! g r .: z . / .. .......: ..-.: - . . 1 -...i..! 7. ,.- ..:. • .--,---- 1 1-..--1--,'----- . 4/, 0 • . !.• i • : ! : i 1 • ' ' I" !•-• !*" r • - . , • • • i f ro r k :T. 4 Z 0 4 g Vki . .! ,. .1 .' ' . • ' : 1. .1 ! • .• • .;, 7 .. . i- I • ! -. • v i,...r.j1...! . :. ; ; ; ; ', , ; , 1 - •i. ! .1..,... • ' ' • '•• • • I.'.; • . .i..........,.:. Tiwori b /48- 0 .19.00.•,t ,),-. 1,15" 4 4e4 . ' : ' .,- ' ' . i• :-; .1 1 ..:- ' 1 .1.1 .11 ve 3 = ur 1. ele-4, , . . „..-.) r • 1, i .1 - 1 .1 -- : • 1 ,...-) . . !... , ..1... 1 . . 7:-. re V. I 7 _, :: iss)(/,€3 i .f •• (d ,.. ts -)- 1 - ,#„; - L .. i. ....:..D i ., ' i • l• • • A16.: --- :4(iiCalS4 '1: . . ,. . _ ... , •ii:i.. !,....1_,• 1•1_ i..1.•....r....i..1.. . . . /i53.1/ i , 1. ; .; E ,.! '.. , Li.. 5eted t •A544:0;.W. . 77:41277,2"'..4 - .1 c . / . -) .77 ... Litr...4_1_1... .. 1.! . ; : : . :. .; ,......1 '..1 . i 1 .., : • .1 • / __:.. ' i : , ; .. . . , 4,,./..;, r: a is. e . :. • : 1. i . : ,. 1 ,,, i . , :,: ! : f.:1.... .....- , ,:. , . .; : 1- ; - il -I- REV 9/93 FORM IBC ,1 I l'//. L W',;Yy .(. / e&11 /zel4S; ' . by P. (at(z -10" • Clt7VlHILL _"e / ; W,(/ SHEET . of DATE 9�Z7�fC NO. ikate24.4.4 ...... -..«-... ..,.. • ..... _. ....1-- 1 --r- -T - ; - . - - i . — r . - 7 t I I I ' 1 ; • i 5.7 4 5.7/8" 2'•3.3!4• .9' .1 • FAWN! ' AI :6IllIlIl • I 30° 0 V.4" 1:0 _. 30 • 6 %2.15/16" 5'•4" DIA, TANK BOLT I 4'•0" I- LIFTING LUG —\ HOLES 5.1%4" lye BASE PLATES 9" X 9" X 1/2" TH. 1.1/2" DIA, HOLE EACH PLATE +s 5'•5.7/8" 5.1/4" FRONT r‘ ..t• 1 AMBIENT AIR TANK SUPPORT DETAIL VAPORIZER 4- 1 V -511 21'•11•1/2" I * ELECTRICAL INSTRUMENT 01" r - - - PANEL PANEL ' l AMBIENT AIR � ` *VAPORIZER O I +v * 6'•2.7/8' N. i LIFTING LUGS V 'I — __ 2 -TOP OF TANK X• -FILL 1 -FRONT LEG CONNECTION 2'•0.9/16" 1 -5/8" DIA. HOLE EACH LUG . r-.-•� CAPACITY: 1569 GALLONS (NET) - 1654 GALLONS (GROSS) FILL CONNECTION GASEOUS EQUIVALENT: NITROGEN - 146,100 SCF Tank is complete with an Integral Ambient Air Vaporiser, ARGON - 176.400 SCF and all Controls, Valves and Piping required for Normal WEIGHT: EMPTY - 8,500 LBS. Automatic Operation. • FULL - NITROGEN - 19,100 LBS. NOTE: This tank Is designed to meet requirements ARGON of uniform building coda, 1976 edition, for - 26,800 LBS. Seismic Zones 3 & 4 non•isentisl service MATERIAL: INNER TANK - ALUMINUM requirements for nitrogen and argon OUTER TANK - CARBON STEEL and also for essential service requirements WORKING for nitrogen only. PRESSURE: 200 PSIG MAX. . MAX. LIQUID REFERENCE IGD SKETCHES: WITHDRAWAL: 3067A- P -4•146 - SCHEMATIC FLOW DIAGRAM NITROGEN - 2000 SCFH 3099A- P•2•502 - LAYOUT & FOUNDATION SEISMIC ARGON • - 2040 SCFH 3124A- P.2.503 - LAYOUT & FOUNDATION SEISMIC REV. DATE APP'D. • JOB NO MADE BY 1 P 47'•t.4 _ r � � t I JULY/78 DATE 15 MARCH /77 AII, r A SCALE �}- 2 it/2)A LIQUID CUSTOMER STATION IGD SK. MODEL CLC - 16 3068A n fistula ri/u. ..,v u V I- ., I • _11(4. r S.u0lc.i 4,g I:t(l- r-ftc.44 .[..rJL u 1 _.,/.S..LLLGi I)A•I I_ 'f ,M'7' Cz., -/r z,U,e -( 41/0 PROJECc 0. 152 ,7'S14 4 3 OF • , .1 Table 2A. Standard Anchor Bolt Basic Design Values V0 4,F,, (kips), 14. m (in.) ►n (in.) "0►M (in.) ' Tensile 5d or 7d or Bolt Stress F . 36 ksi F 'a 58 ksi F '• 81 ksi F 1.. 92 ksi F I. 105 ksi 12d 17d 19d 4" min. 4" min. I6d 24d 28d Diameter Area ' ` A.125 . d At A36 A325 A325 A36 A325 A36 A449 A36 A325 (in.) (in. A307 A449 A449 A449 A687 A307 A449 A687 A307 A687 A307 A449 A687 % 0.142 5.12 13.06 14.91 6 8th 9 4 4 8 12 14 , % 0,226 8.14 20.79 "23.73 7 11 12 .4 4 10 15 18 1/4 0.334 12.02 30.73 35..07 9 13 14 4 5 12 18 21 , /e 0.462 16.64 42.40 48.51 10 15 .. 17 .4 %/e 6 ; 1'4 21 25 1 0.606 21.82 55.75 63.63 12• 17 19 5 7 '16 ?4 • 28 1 0.763 27.46 61.80 80.12 131/2 19 2'1 5% 7'4 .118 '27 3 1 0.969 34.89 78.49 101.7 15 21 24 ' 6 8 ' - 20 3(1 35 • 1 % 1.155 41.59 93.56 • 121.3 161/2 . 24 26 6% 9 22 33 39 1 1 • 50.59 • • 113.88 147.5 18 25 28 7 10 24 36 42 l 1.90 68.4/ 110.2 197.5 21.' 30.' 33 8 12 ' • '28 42 49 2 2.50 90.0 145.0 • 262.5 • 24 1 .34 ) 38 ' 10 14 • ''32 48 56 • 2 3.25 117.1 r 188.5 341.3 27 39 43 11 15 36 54 63 2 4.00 144.0 232.0 420.0 30' 43 48 12 17 40 60 70 2% 4.93 • 177.5 285.9 517.7 33 47 52 13 19 44 66 77 3 5.97 214.9 346.3 626,9 36 51 57 15 21 48 72 84 • Table 3. Standard Anchor Bolt Tensile Capacities Tensile F,.4, (kips) Bolt Stress . Diameter Area F y 1. 58 ksi F y v. 90 ksi F R 105 ksi F y 1. 120 ksi F y 150 ksi d A A36 A325 A325 • (in.) (in. A307 A449 A449 A449 A687 1 /2 0.142 8.24 17,06 21.3 % 0,226 13.11 27.12 33.9 3 /4 0,334 19,37 is 40.08 50.1 VI 0.462 26.80 55.44 69.3 1 0,606 35.15 72.72 90.9 11/4 0,763 44.25 80.12 114.5 1 0.969 56.20 101.7 145.4 I% 1.155 66.99, _ 121.3 173.3 1 1.405 81,19 , 141.5 210.8 1 ___...J,20_._ . 1102 ---- -- if1•.0 285.0 2 2.50 145.13. 225.b 375.0 2 3.25 188 :1 292.5 487.5 2'/ 4.00 232.0 360,0 600.0 23/4 4.93 285,9 443.7 739.5 3 5.97 346.3 537.3 895.5 REV 9/90 FORM 18C . ... A .1 -_L4I .tlrl_._ . -sass.- ursl L. ire if) I • l. _(6 .-3 _J_�(� - PROJErT NO. 7�4 ! . SHT •y OF, reehq 'te8o /cep `Aio 40/6 • • :1..i •... , . • -, _I.:. ll I -- 1`J�1.i - • ' . • i • - ... i ,. �...I _._- .. . i i I 1 i i ..:...i .. TABLE NO. IV- ALLOWABLE SHEAR LOADS IN STONE AGGREGATE CONCRETE FOR I• -1 1.:L THREADED RODS WITH HBP RESIN' a 3 a a (Pounds) ... o rs -+ >,r�c.N. s.._sic "-4 v. STEEL STRENGTH I - I MINIMUM MINIMUM r « 2000 psi I ANCHOR EMBEDMENT A3077 A320 0) 1 SS ] DESIGNATION (Imhof) (SAE 1010) I (SAE a1tWa ■ 1 1/2 1.000 ( 1.705 77$ I • 1.2 4 1.945 3.120 1.420' • : 5 2.810 4.970 2.260 s :. 6'.s 3.9 :5 7.350 3.340 7 :e 6'.0 5.770 10.165 4.6 :0 I 8't. 6.800 13.330 6.060 . 1 11 9.690% 2 1.320• 9.690 . 'Tile tabulated shear values are for anchors installed in alone aggregate c'on:rcte has ingihe minimum designated u! orate compressive strength at time u( installation, :The anchor experiences a reduction in shear capacit, w ith increased concrete temperature. The had (astsrs noted in Figure NO. I must be applied to the values noted in the abuse table when the ans•hx. are installed in locations where the.011.1elc temperature max eaceed 6N'F. ' 'The allow able butt salves ma} he increased 1. o percent 1..1 Jur.ta'n 01 huJmc. such as seismw• or w in& aSpaeln(t ul the anchors ...lull he in ar nob N't ...oh the requirements noted in Table NU, 11 "Special inspett in accordance w ith Cectitm Mtn tat I 2.11 the uJe must he pros ideJ Ili all an b r in.tall :tans "Allow;ohle value. based on steel strength to aolarJan.'e %soh Tehle No. 27.A 4.1 the code anti Table St., 2 - .11LE of the t.'.6.C. Standards. { 1 AIlo uubk valor. based rm bond strength. eatert a. noted. 'Minimum concrete strength lot I I.4 A 125 is ;QM pa. • • Page 7 of 7 Report No. 4016 n TABLE NO. VD- ! ALLOWABLE TENSILE LOADS IN STONE AGGREGATE CONCRETE FOR THREADED RODS WITH HEA RESIN' a a a a r (Pounds) ' • • 131•, 12.695 t•4 :3111 .. (6.025 19.355 11 8 :4 9.040 10.280; 11.520 13.995 ' "-• 1 12 rte 13.560 15.42(1 17.275 20.995 12 26.665 9,645 16 18.080 20.560 2 _ 3.035 27.995 t -� 12 1Q.230 21.770' I :4.315 ( 29.405 f I e 11/4 18 27.525 39.860 32,140 1 36.855 j 19.380 42.635 I 15.505 4 'The tabulated tensile values are t anchors installed in slime aggregate cslnerrte has lag the minimum Jesogn.Ied ultimate compresslse strength at time of 1nstall.thrl :The HE.Aadhes, seeape ;ieneea reduction in tensile cap.dt aith in:reased concrete temperature The huJ (Alma noted in Flgure So. 3 HUN be app?.rJhl the %A rs thud in the ahweutk .. o .:'1 when the anchors are installed In h,cation, a here the concrete temperature mat exceed 63 'Anchor red allowable loads are gnvcrncd h; the tensile strength of the steel • 'The allowable load values inn be tn:teased 31 percent for duration of Isading, su:h as seismic of a tnJ. 'Spacing of the anchors shall he in accordance with the requiremen6 noted in T.1hlc No. II. 'Special inspection in accordance with Section 306 tat 12 of the code must be pros ides for all anchor installations. 'Alh.wable load should be the lesser of bond or steel strength ,. 44 . .l , , I. 'I' t • t .j.t. -I'4 I" 1.t_. -1 - I i- 1- -1--1- 1 I ; t 1 I 1 1 1 1 I t ■ , 1 1 1 1 1 1 l l ( 1 ( I ( i 1 __. ..- ___..-•-- ,..1__--- ._�.... _...._l.._:.�_..:_ REV 9/90 FORM 180 AUUJLI.I j ✓C t: /* /' 41ti'• ..,r`, b, !t , �[ LP' �Ilt�rti - �2�r J.�. _ .LL_. — - [ �C -/d ; • /A) SHEET 'r). 5 of (, DATE 0 CiFMHIIL PROJE \. '1o. a r fi e/ 4' I f.. fir- 0,: X /) / 2 . <k -2.. .)floes :4 7 :35 s ;/•: ; ' 1. :. :' . I .:... l :. : , 77 . l'i6 N /LT/ Hvi,¢f/.its T.I.a ./. 29 'e�. ".._L.....,te:50 :kbl:l. YGYG r/t ertik,/ e8 4. ' i i . .! .: j • 6�� .. g,j3 )//z /113)x.!, ,li-4'.. . . . re- 44 No.(�i" ' . 1 V //ors U 33� 4..0OO) r :9p yv i ! _ :. 7i�6k 4o. I V : i • 4e5 00 99c0 p gZ /.o✓ , ?Dye /d.i /v , 1 7 A (0.a,'z) /Z /z /9/39Z/ "' • r . /0 -'o , 'k /0'p "x,f' s" rd Gk.- 06 "` Mar — 6.3)(1l.S C da,siK7e7.1_ ..- .... ....., . .. • 1 4 . i a- lam, S /. S4 ... . /, =7 outside teem ‘707 1 0,4 i • , 9-1 r • ela,o)l,►;�) 40,e, ✓aril `'(0 , 8 1 , 4 / , S 1 vz . • .f • 1.?/,‘: a‹oor1 /ziro,rs) - t7,3at -s ..,..�.. .,' _ 2. gsF J`G '1 ?er pfe%ovsi... a'es4 it . `.. . :::-. em 3(i/,rt;,.. , .: - _ : f • ' , • . • ; : .1.. W. . • , . . -, .••1; ,-1 - ' .' . }...' . -... .. .. -j.. . .- f I , . i • 1 : ' I:.; i. I: I !. ,. ;.►. 14 "' ;•..;.,1 I. • nry 41/01 ronM inc .may-116 -96 03:43P r P.01 S 05? cs Rate et Red/let 6 15660 Nelson Place South * Seattle, Washington 98188 * (206) 227 -4500 Fax#: (206) 227 - 4300 Please Deliver To: av K Company Name: (1 - u k Li Ia rEU i tit :..�, a 7'101:Its / V From: 5ti < ' Y Number Of Pages Including This One: Date: /C, Message: C2 7C. u tZ Y ri.1 ; s.-- Z r l2 {yV�^.. t 6 l �(Ci l 1 i_iono yews - m.4 ( • RECEIVED IVEC MAY 16 1996 COMMUNITY DEVELOPMENT 'Ma9- i16 -96 03:43P P.02 05/15/1996 11:37 5108648159 RANDY GUBER PAGE 02 RAINIER RUBBER CRYOGENIC LIQUID CUSTOMER STATION MODEL: CLC -16 LIQUID NITROGEN SEISMIC ZONE 3 Revised Calculations Prepared for. AIR PRODUCTS & CHEMICALS, INC. Prepared b Randy Guber, C.E. , eimes 1 .r ■M May 15,1996 20•14 vIDIN38 iodv 8805 404 LeL 00:80 900T-8i -S0 'Mali =16 -96 03 :43P ( . P.03 OS/15/1996 11:37 5108640193 RANDY WEER PAGE 63 Sublet* Air Pros & Mantels r.,.d. Sheet �et • 2 7iE.l Rubbu Oslo: 5/1 Model: -18; LIN*. Zone 3 ROO No.; 195RR Materials; concrete Strength: 1'a • 3000 eel Reinforcing Mimi: ASTM A815 Gr. 60 Anchor Sons: A8TM A38 or, HILTI HVA HAS STO USC • 1094 Edition ACI 51849 IC8O Report No. 4016 Wide Tank Weight - 19,100 lbs. Seismic -- Vernal ter* => assume T > 0,00 sow. V • Z1C/1dw ' W USC Ch. 18 Eq. 28-1 2 • 0,30 (tone) MC Table 184 I • 1.00 (Nitrogen) MC Table 164 C - 2.75 (Max) USC 8eotian 1528.2.1 Fir = 3 UDC Table 18•P CIRw = 0.92 > 0.4 USC Sect. 1832.6 V = 0,28 'W V • 5.25 kips Distance e.g. tank to top of conchte = 11.50 R. p•2•398 MR• 5.25'11.50• 60.40k -A. Minimum dist. between Ilse • 4.00 8. p-2490 Po a 60.4014.00 n 16.10 kip P,,, a 16.10/3* 8.37 kip Tension (T) • 16.10 - (0.86) "6.37 o 9.89 kip S14W (V) s 6.2813 s 1.95 kip Try 1 "dla. HILTI HVA HAS STO 8au w/8 1/4" embed. Tarr • 1.33'10,260 - 13,872 lbs ICSO Rcpt. No. 4018 Table IV VAN.- 1.33'8,800 a 9,044 We IC80 Rept. No. 4016 Table V 9,889,13,672. 1,751/8,044 • 0.90461 o.k. Tension lest to (2)'(0.8)'10,280 = 16.448 lbs se'd vI IN28 13dv 8808 eve, 404 80 9662 - - May:. 16-96 03:43P i r P.04 1. Poise 41 x0 10 Report Ns. x0111 TAflli.rl M/II,LOWAOL! OMAN LOAQp IN I ttwltw�U ` f1)1 INMADf1 NOM AND INTINNALLY 1�1EAMO NMEIRf '141M11;11!!!!!11 euodl na . 1!!!!!!!!!!!!!! teas ro lefla a fe 111 t f '' 1 J♦ 4 3 ts 1.000 1...-. t. 414 2945 2.070 14 5 2.110 4. ' , 4,470 " Na . 4 3. 7.350 6.160 1 p 1 1,1% 1b.165 4 S t /, 6.100 13 .330 4.060 1 / 12 9.690 21.320 9,690 The tabralased Mee valued toe MOWS lanralied In a nanadorhgbs ethane Myles it Mahlon dWsaded uieeahe eaaapsealve sase/o1row grM of wowed's. 71 T,ts anon a ndactlen is Meat oatedr rak Iaanaa1A concrete tempennsia 7T» reciots said In Npie 2 m l be app$1d es me vanes eon In ea Yew able e mews erase J+a ene a Inea *tan In l0ndo eh de enema temp evose gene osawd 61111. ` 2 11+0 al rsebie lead values airy hs ioctere4 33 person e kw dindoe of loading. cosh • Winn a glad leeadry d N endears Nall be a aaoerramee .v111 i vplketaeao noted In Tbble 3. i dlIneiai Irapcdat le acsocdatace wick Seeded 1701.5 of he cede agent be provided for ell wan Inolladoea. 0 116elnee taeptaeive 00001111) sown lt:c 1 /4 A5T144 A 193. tlaads H7 Is 3,000 psi. 7 Ybleas an ay eta BAH 1029 Qaede S belt. (Tie teelhemleal replete of en 3*8 J429 Grade 5 bek arf wet Iaa teapots. beg dmaseat 4 • In loci, i„• • 120 Pel). PON THRUM, WO! AND INTERNALLY p MAUI 1111I�NS Mwid6) -T sit1a111111116MEOW DAM tlesinene mpg mammy rum att<Nit1p .Ihs'" in '; AIM Ma starry t t ON Milli j atab�a« ,tom, 3 1.105 3.075 2.270 2455 314 5 2.679 3.115 3,405 3.915 1,550 3,410 1.240 1.550 7 3.769 4.130 4.535 5 .310 4 2.500 1.610 3.128 1740 14 6 3.761 4 ,2I0 4.175 5405 2.010 6.245 2.270 2.660 1112 ! " 3.160 4.305 4.755 53.15 ' n 1U 5.790 6.160 7.130 L115 0.320 9.045 340 4.120 IT 7.135 6.615 9.503 11.215 Os 7.395 6,100 6.110 1.220 1 J/4 10 1.095 9,150 10.210 12.330 6.610 14,691 5,345 7.730 13 10.790 12.201 13.615 16.435 6t/i 6.3$ 7,110 1.01$ 9.660 _ • 0 ' 74 19 9.525 10,770 12.020 14.320 9.240 2.130 7390 - 1 3 4 12,695 14.340 16.023 19.355 . / /1 9.00 10.210 11.520 13.993 r_-'r\ _ r- ........�, 1 12 13.560 15,420 17,275 20.995 12.120 26665 9.965 - Ibeh 19.060 20.540 25.033 27695 114 12 1130 21.770 24,315 29.105 19.110 41.633 15605 11 37.625 29.60 32.190 36.155 , )'its Warbled walla villas /se for sasbo o Installed la ataebl.teraigbr commis bM4et$ du shaman deeipnad vldeun eanNee live Ian (A) olinarillati a =Tie (48* adaealve es poniene e e iaduadoa in term s opacity with iacmand ccnenw tempuaeare. haw bead Is Nero 2 must be Opined to die valuer mad In de above able white the Nabors to Walled In tendons when the wow iernperatuta an Mead 6dvp. JAedor rot allowable loud' an seemed by the teals eireitld of tae aenl a'l ie allowable toed valuer may be Isaeeeaed 33 moat lot duration of leadIng, uaak at semis or wid• twins of eft ante era shell be in decadence with the ragadAernea mold In Table 3. alpee W taalpectloo la aeeermee wink Saetlen 1701.5 of due code must be provided for all =hoe loanelledees. 1 Allowebb bad should be the laser of bond oe sarsl sue& tb. 'Woes all toe wlag an 1411 1126 Orede 3 boll. abs mechmkal propevtls. or sn 3A8 (429 Grade 5 bali must mss der following m e kemsnls :4 r AS bd. F,a • 120 UM tee TUbies 2 and 10 for anbedmenr depths. • v0'd VIOIN38 I3dV 880S LDL LOG 80:80 960t- 91: -S0 > M 4 9S TUE 20:17 SPECTRA_ I NDUSTR I ES P . 02 q 1 117ii74 5 egleY .041 7 617ii S °4� c.nLlpRCf1IBENICIA P.m uuY ( 1 Ir" • MEMORANDUM HILL �YS,Ir+wrAYMwv1.YfN.r.�.MM +fl ti _ _ wF_.�w w I �a -&-q 55. 0:7 TOI Mark Pederson • FROM: Randy Luber • DATE; November 22, 1993 RECEIVED CITY OF TUKWILA • • 'SUBYECTI Speen Industries proposed reinforcement modification NOV 2 2 1995 PERMIT CENTER • Mark, • • .The reinforcement-modificetion shown. in the attached sketch provided by .Spectra Industries by fax on November 21,1995 is an acceptable alternative. to the reinforcement detailed in • . `Section A•A• on Sheet 6 of 6,, CHZM HILL Project BATS 1664,4R, If you require a wet stamped and signed copy please let me know. Randy • .` p r , • ie . • ( iP f 6 dE 0At0 .. . • RECEIVED NOV 2 2 1995 • COMMUNITY. DEVELOPMENT { .7 • � , � C j 5 TIDE 20 . 1 7 SPECTRA_ I NDUSTR I ES P P. 03 i(!p�YlG . , "��� i!1 }V`:f'. :�.Cj�1}s1 . . (/ . -... -. ., ,., 1173i76g REee •© '‘1?, 0.P. t..n ifFi t aiNiciA Poag__ , • N V `A a 4, N / .41 ... --.." h eJ M Y V. n tOt I A !� M a i z cr' 8 F i (v. x s i+ 1) 414 . . s L l a .:, a : v V N jjj . W 5 . 1 I a N i 0 • RECE • • NOV 2 2 1995 • COMMUNITY' DEVELOPMENT