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Home My WebLink AboutPermit 4875 - American Lock - Storage RacksCITY OF TUKWILA 1, Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. (racks) BUILDING PERMIT PERMIT # q I Control # 87 -320 4304 S. 131 P1. Warehouse NorMed 4310 S. 131st P1. Self (American Lock) 4304 S. 131st P1 Suite # Tenant American Lock & Supply Assessors Account # N/A Phone # Zip 98168 Phone # 244-7269 Tukwila ,� Zip 98168 i Tss an bv: 1i 1-'Z _(J� ) Tukwila FOR BUILDING PERMIT ONLY Avnrov d f S q • Ft. Office WStoraarehoge/ use Retail Other Occ. Load 1st FT. 2nd F1. 3rd Fl. Total Fire Protection: E] Sprinklers Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 4,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Penalty Other TOTAL Receipt #50y/ $ 14.00 Receipt # $ Receipt # $ Receipt # $ 3.50 Receipt # $ 14.On Receipt # $ $ 31.50 FUR SIGN PERMIT ONLY 0 Permanent E] Temporary E] Single Face E] Double Face Building face [I Wall Mounted [] Free Standing E] Other Setbacks: Front Side Square Footage of each sign face Special Conditions Side Rear Total square footage of sign IIIIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 1S SUSPENDED OR ABANUUNEU FuR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. 1 HEREBY GOVERNI VIOLATE Signed TIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNUW THE SAME TO BE TRUE AND CO THIS TYPE OF WORK WILL BE P IED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF NCEL THE RR0V1SLi01� �NY'OTH STATE OR LOCAL LAW REGULATING CONSTRUC Date �RECT. ALL PROVISIONS OF LAWS AND ORDINANCES PERMIT OES NOT PRESUME TO GIVE AUTHORITY TO 1I NPO ,DIS1 PERFORMANCE OF CONSTRUCTION. CENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date &(44 WNER- BUILLDER DECLARATION ( ) 1, as owner of the property, or my empl ees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date - ,-.W:,- •1'l- +��' :r�f7 "'•:: � :y }F. :p wµ -. ��ii'F++'TJ ri ;x.:,- ..r.�a' .... � .. .r A. ;'P'ti'.-. e.;,: �. ". 's CITY OF TUKWILA cod 'Building Division tt6200 Southcenter Boulevard Tukwila, Washington 98188 '(206) 433 -1845 Work to be done Site Address 4304 S: 131 P1. Building Use Warehouse Property Owner Norbted Address 4310 S. 131st P1. Contractor Self (American Lock) Address T.I. (racks) BUILDING PERMIT 4304 S. 131st P1 PERMIT # ( iI Control # 87 --320 Suite # Tenant Assessors Account # Phone #' American Lock u bupp_Ly Tukwila Tukwila FOR BUILDING PERMIT ONLY Alr'rovesl fo Sq. Ft. Office Starehouse orage/ W Retail Other Occ. Load 1st F1. 2nd F1. 3rd F1. Ce Total Fire Protection: ❑ Sprinklers ❑ Detectors — Special Conditions N/A Zip Phone # Zip 9819,68 98106 244 -1'269 by: 7/ Fees sq. ft. @ 1st F1. sq. ft. @ 2nd F1. sq. ft. @ other • --sq. ft. @ other Total Valuation of Construction 4,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Penalty Other - `TOTAL _._ Receipt #9a), Receipt # Receipt # Receipt # Receipt # Receipt # 31..50 FOR SIGN PERMIT ONLY ❑ Permanent [] Temporary [] Single Face [[ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK I5 SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. l HEREBY CERTIFY THAT 1 IIAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CO RECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERN( THIS TYPE OF WORK WILL E P IED WITH WHET ER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT j1UES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE 'URA NCEL THE P 0V11ON ANY ``.OTNEj(J STATE OR LOCAL LAW REGULATING CONSTRUC ION COR j}1L PERFORMANCE OF CONSTRUCTION. Signed_, JJ,'' 1 ., C� C.yy Date Z a Y - CENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) 4 c- ( ) 1, as owner of the property, #0, offered for sale. ( ) 1, as owner of the property, am exclusively Owner (signature) _— Date cLi'/ � g -1 ��`, OWNER- BUILDER DECLARATION or my empleoyees, with wages. as' their sole compensation, will do the work, and the structure is not intended or contracting with licensed contractor's to construct the project. Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 _______ Site Address Requestor Special Instructions Type of Inspection A INSPEC'P)N RECORD PERMIT # 7.,5 /_ /-2. Date Wanted ,..8 (-43w <A/- 7 6 Date LS --)/36 ,—,77577 % 3 / s cL Project d" %/ a 6.24'1_ Phone # p•m• Inspection Results /Comments: Inspector Date /-1, j2617 CITY OF TUKWILA Building Division 6200 Tukwila,�t Washington ul98188 (206) 433 -1849 Type of Inspection h0,/ &6Pc s) Site Address y3 °V So . /3/ ,� Requestor INSPECTION RECORD PERMIT # 4/F75 Date /c2/07 Date Wanted / .2f/ ' 7 Project Ave/Coati ,Loe Phone # Special Instructions a.m. D.m. Inspection Results /Comments: i' 1/ 179-i' -7-c 2 zJ, Inspector D��✓1 SLt4./-7 Date J2. /9/7* 2 z sioikivaiut* ve r-2 1/4°- s-a. ‘'` . 0-1w* ii<kp n o ‘`-4 tit° t--4 „''•.. • • • • adla panne Z861, Ef,tl v?IM)Uu dO 1+113 • 0331 did 'woman' 1 ippc uawuimr ue lEk 7_s� • � �L N t-k• ‘cAt,g 41-1- 01w10 .f i-o\t ,p.-‘t Wt—LA e 8'.� 44\toW'.voileIW I 1NNJ- L861 Ti , VIIMML 310 A113 Cl'3AJ AV fr. • I - . Reportof Client --e4-,.......s. 4i— .-4d. Project 4✓ .4_4/ ,,..,,4 Summarized belo■, are results referenced project. to -Place Der\ity Tests Certificate umber-'° $I t / 4, 1 Report Number Lam' Z-if-F(,/ of in -place density tests performed on the above Test * location Moisture Content Percent In -Place Density PCF Max. Dry Density PCF Optimum Moisture Content Percent Percent Compaction Reference To Grade / /,o ' 4' of N.4. d/1.4. -. 3e .se iy e/ rV. e4.1. dr 7 / /31.1 131. v G 95-* - a ` ere/.w 5. 6, so',.s/.xssr oaf cip,., f so • .L.. ; 1.. Etse d /!1. 4. S, ,f . /1 z 4- /l3.7 / 39, 0 /3z.7 74. 9. / f 9 93" -2e- .6.44,. s. 6. 4L'eI..f.F Th dill Gs^ t's.5' r..1 .C• 0* 04, S4. Remarks: t,11. -1J..,1 - /Urn, 0 15,-7‘0‘ Note: • All otherwise Test t Tests /-3 require P.r . compaction as as with applicable checked by:r4 per specifications. per specifications. ASTM ) standards unless Tests require. , compaction tests are performed in accordance noted. performed by: eitie9 Results P40".111C 1E611NG 1116C00.10Rl[5� 1 Client Project Summarized referenced Report of In -Place Density Tests . /✓4•r"Or41 l�&- - Certificate Numberg'�9- oG'7S e✓�rAvel r•...! sue-., / fi -,E Report Number ' Z4434 below are results of in -place density tests performed on the above project. Test # Location Moisture Content Percent In -Place Density PCF Max. Dry Density PCF Optimum Moisture Content Percent Percent Compaction Reference To Grade H- ,s0 .6,b f ..i /1,1.1. Sid,. c.r. ,Z51 /J, /36- N. &4s 0469. 4. 6, /3s: G /3� o ?. ` Ve — / f d.► /o,.) 5, 6. 5 g0, ‘,/". 74 e S. E.,'" Coe 5 e so. o f So. Air 6/1 s• S /4/- i 139, O ?' G /o 0 -/ -° de low 5.6, Remarks: y m,.11.1 As>'m o /5s7 'o' Note All otherwise Test ■ :• Tests .4 - 5 require 9a .,% compaction as as with applicable checked by • per specifications. per specifications. ASTM _ 'I OV' standards unless Tests require % compaction tests are performed in accordance noted. performed by: rJi 11 Results PACIFIC TESTING LABORATORIES t v REPORT NUMBERCR N? 35144 PREVIOUS RP'T. NO. Lie 24•R 43 • PACIFIC TIESTIN LABORATORIES ENGINEERIMO CONSULTATION CONSTUCTOI SUPERVISION MATERIAL TESTING v EXECUTIVE OFFICES 3220 17TH AVENUE WEST 1 2061 7820666 SEATT LE. WASHINGTON 98119 RADIOGRAPHIC INSPECTION GEOLOWCAN. SURVEYS 804 TEST BORING SOIL MECrwNCS MAILING ADDRESS PROJECT COMPRESSION TEST RESULTS NarMed # o' [any 31o14- 0.,.hlr W4 - 41112* A#tl : Air . LArr y Slime Ntlrrnad .7 ,id ii trial Park 'a PORCH ORD. LOCATION _ .�afjrcl lD - ; 1' �r :.l A, S • NUMBER REPORT BY t DATE/di 116." SY- REVIEWED DATE �� /2:P4- PERMITS »i ICI CERTIFICATE''_ NUMBER Z9Q ` NUMBER �Q -40o75- ARCHITECT 3 ii+..+Q1 Soodersi 84#t►1L., „ILA c. M. #744.44er CONTRACTOR au Cr viru c4 o &, ENGINEER MARK T. NNO' 1 SIZE AREA (SO. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE TRENGTM IBS. P.S.1. A. I i' !o x 12. 23,z/ / O -15 /0 22 7 1= c r> o 0 Z G'' 7 J Ge^. _ -_. _*I �_ J, I / / -, -- 2.11 ,osa - -0J ? 11: cti c 4o5ra6 a1 23 /a 3 cal) :< C- E.-'. :J WEATHER 6112 F- f> r y Cku<y CEMENT C'SE AGG. PROPORTIONS 0 Lbs 2 S.dtVCu. Yd. (Not Certified by P. T. Lab) TYPE OF CEMENT SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC 1 MIXING PLANT p Lft . !SIn. Max 7 /1t • SLUMP Yes /N;les Sft FINE AGO. pLb' 13is DESIGN STRENGTH fc 24G1e7 ADMIX p Per Sask p Per yZ ins AIR ..1 MIX PROPORTIONS VERIFIED SY SATCNINO SUPIERVISIONI maINI *QUANTITY 21 art !62 Cu Yds, POUR LOCATION t NOTES' e ��b see A.e �p t , pp . cO j1�l�tls p �1ZIIY � C a IA s A ,_1_ tt,v �' 1 � - _• Jt~�.� ��:- rri(# r � y ie,1L .44 % . k . n.4 .t .titt L Z� �� , CPInc. a u:st, kieg Qv.� l'o∎A p�:Av1 ?e 'Tnls c•nn,cabor an.sts to trw Accuracy of trr results obtained hom uw.ctu.t last Wormed andWa observations rnros within the imps of ow wow, as dalln a above. Crrbficalion ahNI not An constr wad to r epr us.nt msoec 10n, approve a acceptance oI at 1 associated work w s warranty 01 assign 01 workability 01 the spsclhcaton 1SQurrem.nls.. Car ifled Rapoft by Pacific Testing,Labo itM i NOE 1 41984 cr . +. tut \'L Ii.l AEC BY -- / �3— r* 24 I- DATE HOURS MILE COSI CODE i ON OFF RT OT I AGE 1. TOTAL HOURS 5 - 1 OTHER EXPENSES KIND AMOUNT TOTAL (*GINEER1N0 CONSULTATION CONSTUC'TION SUPERVISION NATERU,L 1ESTeq 1./ REPORT NUMBERCR N° 35145 PREVIOUS RPT. NO. C'- /: 3144- PACIFIC TESTIS LABORATORIES EXECUTIVE OFFICES 3220 17T1-1 AVENUE WEST (2061 292.0666 SEATTLE, WASHINGTON 98119 RADIOGRAPHIC INSPECTKIN GEOLOOICALSURVEYi S011. TEST WRING 501. MECHANICS COMPRESSION TEST RESULTS MAILING ADDRESS PROJECT LOCATION '6..•F? /, ,-4 244 i -1:•• rt,5 SAH\� %r•t .... 1«a / 7 2. S 2 ,1 7,4 NUMBERORD. MARK TRUCK NO. TICKET NO. REPORTS BV �� DATE REVIEWED BY DATE /Lt -1c eY /1 -l4- —S4 PERMIT ' \ . • VI C• I CERTIFICATE , NUMBER NUMBER ei • C C I ARCHITECT S I ENGINEER NI • • CI! .- \ 1 • CONTRACTOR [ n_ u\eh C \ SIZE AREA (SO. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH LBS. P.S.I 1 c• X i1 �s 2 - to -IL. ND -2-3 it— 13 7 23 '7 7.i � 12.2000 //9s-0-O s24� Li3 4•v 1-f-7- 30 l -13 -- 2)5 TEMP & WEATHER • S rri- il: rr1 if '7 CEMENT PROPORTIONS 0 Lbs. Q Sacks u. Yd. (NoI C rolasd by P. T. Lab) TYPE OF CEMENT '1-r& 1 SAYPUNG IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? PILANT /21,./es 6, FINE AGG. C'SE AGG. ❑ Lbs. Rin. Max. 7ya • SLUMP ❑ Lbe 4'/5" POUR LOCATION t NOTES! S r C- C. __S._vnt-r •• ♦ e DESIGN STRENGTH rc ?; -)C) ADMIX 0 Par Sack 0Pat — — ins. AIR %; QUANTITY MIX PROPORTIONS VERIRED By SATCHING SUPERVISION? 19 it lot Cu. yds. OiNe pft. k �� Qvg 1r�5t,Qp1 t+ZAS Costs& wa.r Ainlit-la%?ee� Jr rS f f - 15 re lUrne 4 c-e.nsvk:ck reu fc IC' w 6 6 3 -rfr. ; 1 tseLs_ /�"+ L✓uv.k4 'LLr4 a nrs cenithuuon anssts to thor sowracy of the occults oCIsmoo Man the actual tact psdamad anda obwrvations wads **ban the scope of 8* work as defined above. Cartfiaton shall not De most' uwO to repr.wnt inspection, approval or sooeplana of o)tw assoustao work ors warranty 01 design or workabdily of Ste vac/cation requirnhenls.• Certlf led Report by Pacific Testlng LaboratP,1., w i NOV 1 11984 T1yE v�giFl Q.dy' {1' C ll•CJfullUiilES amole OCT 2 41a %0 -23— DATE HOURS COST CODE I ON OFF RT OT 1-124111-Dirt 17 :o o -MD 1 �� 1 O 111101 1;2; :op IZ'jC' �.�.� .1f_.�� J -t --- -I- �_i_ 1 1OTAl HOURS IL/ , MILE. AGE OTHER EXPENSES KIND AMOUNT TOTAL r 1 0 1 2C0° MIN. ii . . Report of In Place Delis�ity Tests Client �.#1 �i_ c, Certificate Numberelos-Purr Project -,; / 4.- i Report Number 0¢F1-4/ `AYa,�,.�.a/ ..r,.,4s_t ..,e Summarized belov, are results of in -place density .tests performed on the above referenced project. Test # Location Moisture Content Percent In -Place Density PCF Max. Dry Density PCF Optimum Moisture Content Percent Percent Compaction Reference To Grade /,re E „V of i 4111t* -. 41 so;v 4f Ae 1-4—'d,— 7/ /3/1 1310 y6 96” — ; -° &.ha• S• 6, 1 So "0.$t e;sfNis c.v., So'�..; 4. Et1e gm/. 4 s� /J7. 4- /39, 0 7 6 99 —24 Ze/v.0 5. G. 3 4L ifs. f of S// rehrf. ear. J'.s-s' 4..i 4. 0.5-e S.f ' /J3.7 /32.7 9 / 9:; S =G. Remarks: P/1 r -4.. J .- Wm o i s7 7 ` IV , Note: Tests /— 3 require 14 k compaction as per specifications. , Tests require ° compaction as per specifications. All tests are performed in accordance with applicable ASTN standards unless otherwise noted. Test performed by: 1'4/f9 Results checked by:ral) t FArI11C it ' ING I BCMA1ORI[8 1 Client Project Summarized referenced Report of In -Place Density Tests , /1/vrAvad -ry�- Certificate Numbere4 ?- 06 7b-- /}‹,.....1 .r....,/, ,4- I /h -b Report Number 4'e z44' -y4 below are results of in -place density tests performed on the above project. Test # Location Moisture Content Percent In -Place Density PCF Max. Dry Density PCF Optimum Moisture Content Percent Percent Compaction Reference To Grade 4 .5o,4,iF of /Y,N /S/d,. Co.-. 1a5I /V, o ir N. kJ's Q/d9. 41,G /3s. 4 /39 0 7.4 Ve —/ C 15v /0,0 s, G. 601 i, /os>< d S.F./31 , Coe' s s' .So. o t Sp, Si dldf ,s, /4, 7 ! 3 9, o ?• G Ala �` ` 1 o 6f /ow s. G. • Remarks H : .enevPAo./ Rs r." o /5$7 'u' Note: All otherwise Test Tests 4 -.5 require .. '% compaction as as with applicable checked by per specifications. per specifications. ASTM standards unless Tests require % compaction tests are performed in accordance noted. performed by: Al// q Results PACIFIC TESTING LABORATORIES-" r REPORT NUMBERCR N? 35144 PREVIOUS RPT. NO,1 -ie 24853' PACIFIC TESTIN LABORATORIES ENGINEERING CaNSa.TATION CONSTUCTION SUPERVISION MATERIAL TESTING EXECUTIVE OFFICES 3220 17TH AVENUE WEST 12061 282 .0666 SEATTLE, WASHINGTON 98119 RADIOORAPHCC INSPECTOR GEOLOGICAL SURVEYS SOIL TEST BORING SOIL MECHANICS COMPRESSION TEST RESULTS MAILING ADORESS PROJECT LOCATION N0�'►s7!r1 Mit . S.�4J4. , W4, YBtU- /}1�N ; AIr. LA rry 51�4rt.' No 'el .2 nci.+ ri Park 7►1i�- ;�Z'µ•:� /�l, S • NUMBERORD• REPORTCW BY I r REVIEWED BY NUMBER t (� 2,9 b I DATE /O - ∎gr DATE � /2 F4- NUEICATE-06-70 NUMBMB � NUMBER ivy -�Q ARCHITECT .a ta.M , Sal fS g eAde1L*L 2 I)10i• ENGINEER flr - ` TK 471 1 Ise r CONTRACTOR 4NLij Coltadru.C1iO ,i /D MARK TRUCK NO. TICKET NO. SIZE AREA (SO. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH LBS. P.S.I. ------ .!4 - - - - ii 1 1 5 6 ) ,L t 2 2- 3, 2 7 J /o - i 5 t f 10/22- //i / �-- �1 7 7-4 2 4 g cc>o o /asa--a.0 / a 3 -ery � 3 7 i Cco 3 C L o —6__ c >1 051'26 TEMP. it MIXING WEATHER , Y O L ' a=Y1 PLANT Miles DESIGN STRENGTH fc CEMENT PROPORTIONS 0 Lbs J Sacks/Cu. Yd. (Not Candied by P. T. Lab) TYPE OF CEMENT .S J SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC 7 C'SE AGG. FINE AGG. Lbs. ®in• Mae. 0 Lbs• ;SLUMP Yes 7" es 26"[0 ADMIX El Per Sack ❑ Par 4 Z ins, AIR _ ^� %; QUANTITY 21 4 M2 Cu. Yds. MIX PROPORTIONS VERIFIED BY BATCHINO SUPERVISION? POUR LOCATION 6 NOTES' _. CQr�C� P.�e . ^lGOA Arr1 et�_�te�► 1 ___._/�la.?._ �3�s1, �' I� c. r �l•4c► n+rv,�1 .tom t L.!f'Z+# A5:3 , - St �7• k, nv� t[y■12 SIyL • :. 'This c&rutrcakon an&sts to trw accuracy of Ire results obtained ham the actual test performed and/or observations made within the scope of ire work u defined above. Certification ahaM not t* constr uud 10 reps &sent inspection, approval or acceptance o1 a • assocrtad work or a warranty of design tx workability of Be specdscalan rquirementa.' Cartlfiad Report by Pacific Testlns Lebo . . res I +iil 1•i) • I 1 NOV 1 4 1984 'TIM ER • EL'¢IEC BY. .. 24 ..;„23.... t¢ • DATE JMILE• OTHER EX COST CODE ON OFF 1 RT I OT I AGE KIND TOTAL HOURS i� TOTAL HOURS PENSES AMOUNT J ENGINEERING CONSULTATION CAN STUCT ION SUPERVISION MATERIAL TESTING REPORT NUMBERCR N? 35145 PREVIOUS RP'T, NO. C ' . /Q 3 5144- PACIFIC TESTIN LABORATORIES EXECUTIVE OFFICES 32 ?0.17TH AVENUE WEST (2061 2820666 SEATTLE , WASHINGTON 98119 RAO(OGRAPH■C INSPECTION GEOLOGICAL SURVEYS SOIL TEST BORING SOIL MECHANICS COMPRESSION TEST RESULTS MAILING ADDRESS PROJECT LOCATION M Gr. 141Fri* LrlL f't_ \. %Rc„ 4F 3L4y / CL= 4 . I 5/ L)4- A>+•1:1 t•. .�ror,' So lHit.. /L!:', : -., -.1 7 ri 7 r1 %.c•is,. l.c+ i 7 Z S `f. RD. .1. NUMBER REPOATE BY '_ ' DATE REVIEWED BY w • • DATE acif ' IC • Ill 1 L- &y- /1 —14" -g4 CERTIFICATE NUMBER NUMBER S 0(i -CO 7' ARCHITECT S t P' ENGINEER N► r . r: •, • • r CONTRACTOR -� ��1 L MARK TRUCK NO. TICKET NO. ` SIZE I AREA (SO. IN.) 1 DATE CAST 1 DATE BROKEN I AGE TESTT ULTIMATE STRENGTH j LBS. � P.S.I .6 , f 31 (!•• x i Z ? S? 4 I ce- t L. 023 11-13 -7 2 7 7 s 0-0 J.2.2aov / /gs—a -� .a 7 4 o 11 ys-i..v� Jti - t'L I Ii —I3 2) 411-z ;0 TEMP & WEATHER l K rid i/ rr %T '% �C CEMENT C'SE AGG. MIXING PLANT /)%r• /rte S L^ DESIGN STRENGTH rc FINE AGG. ADMIX PROPORTIONS [] Lbs. [a Sacks/Cu. Yd. D the. Max. G Lbs ' / S D Per Sack 0 Per (Not Cen(twd by P. T. Lab) ' O CJ TYPE OF CEMENT S •f+•1 I • SLUMP ins. AIR —� %; QUANTITY jet Oa U Cu, Yds. SAMPUNG IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED APPLICABLE CODE AND SPEC.? BY BATCNING SUPERVISION? POUR LOCATION & NOTES: S r C-i • 'J T ttJ w1 t tC IV _L_hC. i`G�tQY1 41 RS Cnccl¢C1/4" p ru r AP4ct % c _ .erkA__ 6 w4, t v. 't r, sit . N *or b "b,° aH y Ca, 4A Lir- 4.4.6:o ., tUlerS frh ip - 15 rc-tu- k *. 1..b b -rt, I ; ��e- tcr 'This certification attests to the accuracy of the results obIalneo horn the actual test performed and'or observations made within the scope of the work as defn d above. Certification ahsY not or, con suued to represent rnspecbon, approval or acceptance of o associated work Of a warranty of des,pn or workability of the spectlbcation requiremeMa. • Certified Report by Pacific TestIng Laboratorj *s. 7! ... N011 4 1984 OCT 2 4 1934 i r, -)(' 'C Lp RA1U'iIII:S /6 —23 — DATE HOURS COST CODE ON OFF .4 RT OT Tel tl,iL1,Q } -7:10 rho . yZ 11 x'111 10 1(Z t10 Ii•30 I/ TOTAL HOURS ,4 -� MILE- AGE OTHER EXPENSES KIND AMOUNT TOTAL Ll-I 63/ 8 ii C7y&) • N ggig SSS N N VI 0 in 0 0 i?: ?.:;:fit; ;.:..''...• (•, ` I. K ■ 1 • co` ..... /� JP •�ZoF W4sti~•6 • Q' . ' . • � v� A▪ AA 411 .111 N Nl t 4 9 '26 �� 'rRy •�v1� ��tsk uwo ,��a,s s+�•Mo 0 41` LDorm p °T . ,t. ' ":"",'—'.17.1!"-,-;": f. • • • .US ca �7 S 7. ; ll.l ¢�Z-,M't 6/4 . 1;:. i �.a. , j . y` +: 0,1 : Sa.1 7 L }. 4 772 fi�l.P � 6-RJ' JE !D t .' Ec 0,7S / r t B I- V h, 8a = in cove), z ti = CRY OF TUKVYKA d, az/ Al G 14 1987 NNW jots- -cC1-1).r ,!' : 1,33 (x— ,R4 c /9 ) /4 4 p,7Sxl,33f 0. 1¢X /./7 -7 O, GS? /17 82, G l " 124 254N �• rr • 0.i17k 0.Z /2 / 0,368k A �- gz-r-t DT 1.1 Aw . Loe,C k- s 8%2 7 u g 8 + o, t i7 t 4S. 33 + , 2i Zx ez. 6,7 4- 0.3o? /2 0,168 f S.3o4- 4- )7.S2, + 34,94, - 59, 96, Cotoki #Ls 007 To 0-07 ¢ ?" GoGJ wrb - 4g— /.42s 46, 37S 1/ S'lSHe. R - Sg, RC /46, 37S - /. 2s93 (UnlE on UPC 6/e,A-1 e = 4 k /.) 7s' /2 _ .2. 3 S '� (e-c iwp ) YYI m tom? pa = 2.33-+ 0.13 3 = 3.6 4. ) 14.4 P 0.31r— les* !. ut 3 o, 4/ k ( -p ) /IO V x'1..1 Fr 3�8 4 r f A4 t- l C 2' M "a Eltteeo) r 027 VP 1- �8 'Ix 3 6 /P./0c-7 a EA- d41-4..444 Nk I. X- 18RA -tcNG } .. /%$4 ! 14- ...aA t d, �77"..� • /I' 44.75 PA c h M yM ■ _D183o lT ac e Ftle C-r�rco,.1 uPeo 4- : , u7 9 D. 3 &2 /1 = OS OA- O. 8O h I, o r 0.861 50 k 5-= k Lfr _ 1.0x 5&.4-2 - V, 3 8z _ 147.7 ?Er 3 43,3s- k A- 7 o ks-c' 'T.o k .2 (07q' * 1 88 '4 > P= ,83� - 0k Ccr boLti t) $-r ?b Lsr S' T = 84.S Se-is t. • - (b. 65P/2.) K 8'. s - .2.777 P = 3.6¢4- G„DL cecrko EJ Oj 6 �. F zS' 0.5374 D' '3 _ V ' r 5 -` .Sr : o, 2377 ,,,-s ►^ o. `1at'' 0a/) x 8 S 13,7* . 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" • • , • - • • ok _ ..p‘k • /3 X" . 6001c). e GO (.47,4 • /3,44E- • , 3 * 10 a 41 (11.5'3)v .12. 417.3 1/13 c TO Le. 21 FS I t-N 1,A.• cet7S •-■ Lc- . 2. g6a hfle % 4/3 1 , 33? ks4 ok 14.t� Lock- ¢ 5c-A-6 Pit 1,z56 K (10/17-) x 5', 23 3 /' P = 3, 44 Z O. 3s- /.29 bL s ei3 M 6.4 K Mr-It 1,71 /. /x l 2-9) - o;7s 2$ 5.23 L, 4G /3. 4-6 ) sLka 5 _ �2 x CsPla 50 t3 1, 44 / sa o, 1 Z 9 l� -4; (7. 5 U./ ) .. - o. q 370 psi ok , /7-9 kst Col. 5.13 tL. .c. 4De9 L)4 0CLT :'DcQ.K7'cn0.1 ; 1. I. < .7 5 Z 1,0 g I.. o AtsL . 67S- x 0,2 x 0.10 r 4 T. o, 480 , 01 S k r 0.086 VI 0. /ss k ,R � F2cxs E / GoW M tJ (yz.) 6E- Tutf-sE• Fait s aoro CoLum e•-Z Lae& PPL MC (4.) (3) 124 I, €14" a) I_TL8 v.. (3 7. 3 3 - 41 4) 1/2- = 14,1s .3..44), Vs LB c C ) 1.52 3, o .?4E 4i c Letht (2) ' • . 5.614 #4 cc_ GEZ.Aft t , , : ■ : . 1 I i • . ,. . , ,.. k ‘,,,,,.) 0 2o v, ( I: , 55 2. ) ( q 4 5) / 6.,.. 4. •, 6 ■ . - • . 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''':' .] . ' ..- :'. ' 'VS t.4 C.. ' . . ;:40-rict;.2-Aar 1• , ..I. , 1 ' 7 . '' Ti7 7"-..'.• 7 • ...2.s:....,.,..J,..4...,....0.1. • ,,.. • • :...f.. ...L. • .. • • •1.- • y -•-•, *Po N ;;'!i;t1,tit!,...;:■: :'...;•-• • ebibellb11141%• '',.:.... ....v '.' •• co\ ,. .......... • fa,,,. , of WAs—% • s 46.4c.. ',/ % • 43 4. • /6'1' of 0 •34 e \9fd/s7g % ,Fsz. .. ...... ("MAL EIVG •`*%: ...... R6 12. • - e2E-At .5491a4 • •77-- : •-•.••• • 4 • 1•:..St4-,.. 1: 141 0.-/rx 1 Va.o ' )17r. • • 'I • „ ...• . 1•? t) 6-reJ tJ& D 14 : . 15 As e V 10 774 hi., 84 CEIVED z A 264u CITY •1UICW1LA F, a, a z> AU 14 1987 arm 1 0 er :Pr--7)Ji A-0* a7-II .1 e 1.33 ()(- 6/2/46646) A-$10 41d,7s-x1,33,. 0, 14-x 1,17,r7 It. 5 = D. )/7k fi Zi f":4). 36e'k .• .- N 1N N N N I S11P4 �r I oT H .02-1X8 4. 0. J(7., 44 33 71- ,242x e2. G7 4- 0.3o2X/20 o.168 f S 304. 4. 17. 524 4. 36,96 = S9,96o Co[uMgs 007 70 oci j 641J `C 71 - —1-625- 46.37s a $'etjNcG g 14 /46. 37.5. Z93 (e.D1iiP on UP I Fr, “, 1 I-T y ,e = 4 u /.175' �2 - .2. 35 k (Coup) mArst &sup 3r 1.213 = 3.64- K r� r f P = 2.3 -s-- /is* /, 213 a, 4/ k (cx ►gyp ) f'Io opt r v 1 / _usE 1_ 3 ux 3 ` P°'- 44.1f 7 Fk c.u044. Wk . • Cog iikeo °7¢7.i D, 60 r f earco,J used A- : ,u79 4 It rx o, 382 = (Ds 2A s 0.86,7 k I. = 0.86 Co 1C 5-= �C L1r I. 0 56, 4M /, 3 87 - 147.1 vcu q Kr , 43.35. kC11 , 7, o ks-%.' PA, - 7. a K . 26,7 q 4.88 14 > f = , 83 _ o k • .. , 1 /t.,„.., d,ie L /(: 4- 044t-ct d.oLota.4 St1PPLit. Vt S r ¶ L S-r S'112-uT 81/4 7 5ts p cr Jo #i upec. CV- A- D,5374 = le4-1 • .- 2.777 L F. Zs' = a 44s A...3 0. 23 77 3 1S 148r /3,1+ 44')/ no7 39, 5 Z C..5,47-g46.1 krig141- Ff k.ci) FA- s4 .131 t, .(9 .17 . k ti r 6,4/Jr 'f (IeL/t-)y o x —t .J—. _ • • • . -7") ' - -2,•• / Fsk *" . 1 1: • * • . sip T.' •'. • : — • -"- ---" -7" ' " Pa 4' 4, 3.• D 2.• 7 I .31z = .463 .•;, <1 , X -13gArrct■-t.a... Is S: 7fe*,44-i-J PE _ s-ert,-6 L u, u, 5,5,5 =xi • VI 000 If100 PO el gt oe• N• CIC1 di • • .. 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AAC-* 2- wag 50R.. p I., z 3%. k 4/3 33? 41•7 2. gc /2 LI 1 • Lock- I ,S--uPPL-Lf. 54-A43 H. l.Z ,c (toh-2.) x r s-, 233 P -- 3, 4-4, 0, 3s- /, PI- 5 6-1,3 Pu °- 6 , 4 2,31/41--7/- b7, thc ku (4-; St_ms 5 1`. 11 Pia le 5, 23 fp, 44 So 03c 85' fee. 24(40).? .g7C3 fr5c: 46ek 129 k54-1 .Co- 34e It 54.454/, S.3 ,4L 4064 om-e • Cs: !Us--t-A& 8S- 08-e. FobsratzrE- 411- 2 • 50 .1- e.S.. el" • -sc„4-, 0.15• z r. 1.0 g r, Jo (ktio t‘t reit IktE ) Arg6- CS 0.2 Bkst V 7- 0,2 x 0.20 4 T. tp, ego k 0, 0) viper pi% 0./.15 11.41-4.) F Finz.c.c-1 AT" (yo F4 D. 225k FDP--C-E1 pea. FILA-me. coLok.,J 6. FO'R-CE , _ • fl IM II II AZ 000 Nee ;43 cA el C4 el di Statf o.ore k odZil` o. k Cot.uv.1 HO 0-■ 2,11 4k 2, 0,73'14. 1/41:4ein.L,r°ez 8 &h,d. PA* 0-• (4) (3) 1, 3'1 uk (74 57x 2/117 (3 7. 33 - 1114) = /4 , /5 . r 8.o - 3,4.4), •z/3 . 1 ) A 1/3 • L..Et) et ei ) ._...1....1.:,..,J.:::::...1::.....,4....-.. ' fel.f.3...a,fltt: , .. l' EI4o • = i_ 4... i ' I- t : "" 9 . , .0 v 71•1r.,i1.,r.i....,:,; , . 1 .."-rg- 'kat/wily J41. i us4- ,i20 .` ,6-140 ' rt+it. ...„........;.........1._:...._ ......._.....i.. _ .,.._:........I., ....,_ .!... ( . .! _ I , 0,2o-;TP:ff" 2.- ) 0., .s. I . i., , 1, g7 -a- 2..43 3,04. 1.52 . .. . . . refs •4 &C. )01.6 M rat CO deft-1'144 ' u M a k Lif 3 / . A weL-0 /4 r. S. 2. o ito/T-RAta . . • .2 - p1,0 Ap $4,4-e4c.er 1,1 g. /.0 w4 if'15. .`P' Acti t) 41'1" 0-1 z BEA144 'Ts 64" 4) 14-*-J 0,04-) F., •Se-r to t-1 L? Aoz-v) U,4' 7., C4ce-fe 1_ I/ 5-3' 4e v. 9, 51 4-S. 4;3 H o.8o ( 1. sr/2.) (M/8 7.48 U Lae.e Sv PP Ly - 2. /7 1.5r y:4. /a Aeolic do LC-d FL 3./0 L ZS ceLU/4,J • /J' CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (2116) 433 -1845 Bl..DING PERMIT APPLIC. ,TION Control # . '1, Site Address .Sc. 4-304- t 3 (4 PLACE Suite# F 1 oor# Project Name /Tenant A ,nn ekCA- 1_.oc& . ' 5(,.p,? (•) Valuation of Construction c{i /)a v Assessors Account# Property Owner doe ►tit e d- Phone Address 43/o 3 { ( s� �L ji�.fl,LtD �✓TCJ14 Zip �7�� /G App i cant AIN1 ei2 ►GAS LocJ S tis 7 y kg Phone 02 i- 7 z (o 1 Address 30 �_ i=� PC.Acc�- Archite ngi near 'Bras' CT,. ,. VL,ariT' LA Phone Address Contractor Address S p ( (r -e7G: Zip 91 kr) g Zip License# '4/11 Phone Zip Class of Work: [] New [] Addition [e Tenant Improvement D Remodel (residential) Reroof D Demolition [] Interior Demolition ® Other (ce. 6.4i'c.i) Describe work to be done =NC-r4 _L PALLS (?aces - /0 t4(4,/.4. Type of Const. (UBC) Occ. Group (UBC) Square footage of entire building Square footage of tenant space Sioo0 Building Use LOP41.6 31... S /1>(5r, cFN-rc— et— Will there be a change of use? 0 Yes If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? Yes E2 No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA ION AND KNOW THE SAME TO BE T'UE AND CORRECT AND THAT I HAVE THE PROPERTY OW:.,:... AUTHORIZAT 0 DO T; IS WORK. Applicant /Authorized Agent (signature) �: _ I. /L i�� C... Date (print name)rcet....)Aorr E. Abl tT"�1 // Contact Person (please print) Phone 074(1-7z6,4 '7 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) Plan Check Fee (000/345.830) Bldg Code Sur Charge (000/386.904) Energy Sur Charge* (000/386.907) Other pula-L/1( / ()J2j1ty *New construction only 0 TOTAL SQUARE FOOTAGE /BUILDING USE INFORMATION ,FLOOR USE /Occ Type SQ.FT. LOAD USE /Occ Type rI TRACKING iitiV Receipt# (,),.)•3T/ Date Paid ,(-:.2s Receipt# Date Paid Receipt# Date Paid Receipt# Date Paid Receipt# Date Paid (OWES: $ ,31.56 ) 31 '6-0 Square Footas- of Entir- Buildin SQ.FT. LOAD, OCC USE /Occ Tva= SOFT. InAf SO.FT. OCC. FIRE PWD pprove• or ssuance ype o onst. To Mahan: Date Approved: Approved (Initials) Per letter dated Fire Protection;;) . 'f.Spri nk l ers ❑Detectors Approves nitia s 0 Zoning Setbacks: N S E W Parking stalls required' , for: Site Tenant Space Parking stall ,provided: >.A Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: Approved (Initials) Per letter /plans dated r?1 COLUMN A (in) 8 (in) D (in) T (in C (in) Li- - 213 3/4 3 .0642 1 5/8 .071 .742 L..258 : 3 .. 4 .1:5/8• . .090: ; .742,. L rte- 273 4 146 3 .7 94 0 1 5/8 .105 .742 L :- - 75B .9752 3 L H781 B 3 .090 .742 Li: '- 773 L H 784B 3 1 5/8 3 .105 .742 L F ''- 793 1 5/8 3 .0905 3 .120 .742 LE -993 4 LH895B a .120 .992 1 1 .0905! 1 5 3/4 L 1 l 4 ()FRONT , ELEVATION c 4 Y75 VARIES SEE PLAN 4 - 7/16' (13 BOLTS (32IGID ROW SPACER (OCCURS WHERE RACKS ARE BACK TO BACK) n TYR 11/4 ' 1/8 err �c�r�m a; ;t►�ttr (t�ttf�"_UI LF -75B & LARGER 2" LH511B ,�,H531B :•1. LH551B 2 3/4 "- LH895B, LH897B BEAM A (in) B (in) S (n) T (n) L H 511 B 2 1/2 3/4 .2998 .0642 L:H5 31B ; 3; 7/16 3/4 .5145 .0642 LH551B 4 3/4 .6665 .0642 L. H 7 51 B 4 146 1 5/8 .7 94 0 .0642 L H762B 4 3/8 1 5/8 .9752 .0705 L H781 B 5 1/8 1 5/8 1.1570 .0642 L H 784B 5 1/8 1 5/8 1.3851 .0779 LH 7E&3 5 1/8 1 5/8 1.5893 .0905 L H 795 B 5 1/21 15/8 1.7873 .0905 LH895B 5 3/4 1 5/8 2.4982 .0905! LH 897B 5 3/4 1 5/8 2.8573 .1053 WIDTH VARIES hSEE PLAN I TYP> 1/8 1 1/4 CONC. SLAB SEE PLAN I 8 I . tf FRa �1: g VATiQN Jam--- - tl�'ltt ul�Ul Ui (l13uf =►It lr"Ttt LF -21B, Li :; 25B LF -27B 1 VARIES SEE PLAN (STD) / ass COLUMN TO BEAM CONNECTOR END PLATE WELDS Os 8+ BRACKET .179 PLATE 1 1" 4 PIN CONNECTOR III EIT HER FACE {3 SIDES 10 GAGE 3/8'0 x 2 1/2' M I N 3/800 APPROVED (WEDG -IT) EXPANSION ANCHOR (MIN.) 1 1/2' � MIN. SIZE 3'x 3" MIN. LARGER BASE PLATE MAY BE USED (OPTIONAL) (SEE OTHER DRAWINGS OR CALCULATIONS) STANDARD BASE PLATE .179 PLATE 7/166(6 HEX 7/16 cb RIVETS- 60 .281 t .346 SECTION :4SECTION $HOWINE SHAPE,OF fRtVET p,JN .17.9 PLATE..- 14 GA: v21 L("-- 21 B Qta. 27B LV -75 B, 7 7 B, 79B LE-99B & LARGER 1 29/32" 1 ` 1f4 ; 1/2 COLUMN (1-.D BEAM SEE WELD "A ", "B" OR.C.'tj 4, BELOW SAFETY LOAD LOCK • 6' BRACKET .179 PLATE S +;? 1n• 16 4.01111s■1, 410 11, dr A, INA1 ar m P �~• ° w44:**,. G% • f o ••m tNAL iV411 /‘ :1 NOTES: 1.) SOIL BEARING VALUE _ /1900 P. S.F. UNDER SLAB 2) STEEL FOR SHAPE: ASTM A570 50,000 PS.I. YIELD 3) WELDS IN SHOP OF L.A. CITY LICENSED FAB NO. 777 4) BOLTS A325 .AEC CITY OP 7M rus1.l_i9`a7 orthern Steel CUSTOMER (206) 575- -1671 Material Handling Specialists 600 Andover Pk. E. Seattle, %1A 98188 . DRAWN BY,� SCALE NOTE: THIS DRAWING (OR PRINT) 18 THE PROPERTY OF NORTHERN STEEL, SEATTLE. U.S.A. AND SHAD_ NOT BE TRACED, PHOTOGRAPHED, PHOTOSTATED, OR REPRODUCED ANY MANNEF: `NOR USED FOR ANY Pt'RPOSE WHATSOEV E .'.EPT BY WRITTEN PERMISSION OF NORTHERN STEEL 111111.111111 Ijll lji Ijl {ICI III`I,I ICI 9I I i EI IT II 0 1111111H I IIIIII l,1111111111TI1111111I1111111 i 111111111 Ili 6 18 L 19 111111111�II111111111111111 !�IIII III III III 111141 41 6 IIII IIII!IIIIIIIII IIIIIIIIIIIII !Ililllllllllllljlllll DATE DRAWING NO.., A —? ,gym:... �,...�...._.. ».�: _4___ t-- , e • A(' L E CTYP) �_. --E ) '-1 3 -- 1 c F-- ;"KZ\ME .vE N 5PAC1 Oi. I W Wi t s; APPROVED AUG 2019 1 AS WILD -J d 1- W W < W f— _ (T> ZG7W -Oaw >"- a • I c a Dw Oda- co 11__ (n Z W >' Z 1�TZa: --OQQw Ch . I- c, 0 o aoo0 CI. D WO W °cZ tOO� � _� ' ci: cc Q Pw1_ W w ____..r Z cD w EE a. _.._7 ocZ2w Q }� 01ac Zu;Zs 3 °_ n } �a /1�. QWa 1--�t- -{! w LLJ 0 N . X W wdQ o4> (,)'� Z ci, 0u) 0 MINEMEINEIMMEMINI • !11111 Il !ill !iiL!I 1II1I1Ii IIill1111i�i. ..1.1111111.:1. 111. i1 1.l �L1�r� :1.1111�.111111111I11H 2 � �i 1 I l No.1Q ;r .., ... {5rX �i ICI ZI ii OT 6 S IL o � w�T �1I1III 111111111 IIIII1111 II1II 1!!! IIIIIiI1IIIIII11111IIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIII 111IIIIIIIIIIIIIIIIIIIIIIIII