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HomeMy WebLinkAboutPermit 6396 - Associated Grocers - Storage RacksAPE OF CONST.: NSA QBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: Q Sprinklers Q Detectors ❑ N/A UTILITY PERMITS REQUIRED? O Ye s i No (through public Works) ZONING: BAR /LAND USE CONDITIONS? O Yes 0 No CONDITIONS (other than those noted on or attached to permit/plans) ARCHITECT PHONE /1 PROPERTY OWNER Associated Grocers .1,40- 762 -2100 ADDRESS 3301 South Norfolk, Seattle, WA ZIP 98124 CONTRACTOR In House PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING (c7 r_ PERMIT NO. 3 � V) DATE ISSUED: a SIT 3301 S Norfolk PROJECT NAME/TENANT Associated Grocers DESCRIBE WORK TO BE DONE: DRESS APPROVED FO ISSUANCE BY: SIGNATURE: PRINT NAME: r- DUN LOD 0 D5 CERTIFICATE OF OCCUPANCY NO. BUILDIF3 PERMIT O SPICUOUS LOCATION) 1 hilA (POST WITH INSPECTION CARD AND PLANS INAC N (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE:: OTHER: I PLAN CHECK NO.: 90 -527 TYPE OF U New Building Li Addition U Tenant Improvement (commercial) Li Demolition (building) U Grading/Fill WORK: ® Rack Storage O Reroof O Remodel (residential) U Other: Rack installation in cold storage and freezer areas. ('01)1- ('OI11'1 lAr1c;t USE, 4 TOTAL SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD BUILDING OFFICIAL DATE: / _ //- DATE ISSUED: TOTAL 783.50 C ASSESSOR ACCOUNT # 032304 - 9024 - DATE: 212,000.00 I hereby certify that I have read and exa i ed this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. COMPANY: I 2 c-',9Tfb Gk1 ac8,e5 ievc 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 R(y DATE READY DATE NOTIFIED i r BY: (inn.) BY: (Init.) PERMIT EXPIRES 2nd NOTIFICATION AMOUNT OWING 3RD NOTIFICATION BY: (snit.) • � PROJECT NAME cal SUITE NO. SITE ADDRESS 330 I 3 Nor-folk PLAN CHECK NUMBER ' 0 -Sai �t BUILDINGVERMIT APPLICATION TRACKING 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) C - 4 SQUARE FEET SQUARE FEET OCC. LOAD OCC. LOAD SQUARE FEET SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. BUILDING - initial review FIRE O PLANNING O PUBLIC WORKS O OTHER ( BUILDING - final review i'Z -2 - "i o1 ? . /-4 _en I2 -2s1U i? (ROUTED) INIT: INIT: INIT: CONSULTANT: Date Sent - Date Approved - FIRE PROTECTION: Sprinklers ( 1 Detectors ( ) N/A FIRE DEPT. LETTER DATE d: ' L- 'CM INSPECTOR: c'72— ZONING: (BAR/LAND USE CONDITIONS? ( )Yes fl No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? O Yes i) No PUBLIC WORKS LETTER DATED: TYPE OF CONST UCTION: UBC EDITION (year): REVIEW COMPLETED CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APP' IC/I TION ILIA T f3l FILL ED OUT COtiPI I ft I. V SITE ADDRESS SUITE # n C , ( "7:f Pr PROJECT NAME/TENANT ASSESSOR ACCOUNT # L� ?:x lL. Off; 3(,)�' � lOV - •t `O TYPE OF Li New Building Li Addition Li Tenant Improvement (commercial) Demolition (building) WORK: . 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: 5 ' Rai- k3 (- 2 C t" 2 t t- ;`\ BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: 62. ; - i / 'j` i r • WILL THERE BE A CHANGE IN USE? No ■ Yes IF YES, EXPLAIN: VALUE OF CONSTRUCTION - $ cD,QC)O OU SQUARE FOOTAGE - Building: 0-7(D, Co`J Tenant Space: Area of Construction: 1c) U 0O WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER A., . 1 _ ADDRESS 5c) J ICJ CONTRACTOR _ ADDRESS WA. ST. CONTRACTOR'S LICENSE # ARCHITECT ADDRESS DATE APPLICATION ACCEPTED BUILDIha PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING:' SURCHARGE OTHER: TOTAL €AMOUNT; RCPT: 0 DATE . t • PHONE (n( Q IOC) ZIP �� 'PHONE EXP. DATE PHONE DATE APPLICATION EXPIRES ZIP ZIP BUILDING OWNER OR AUTHORIZED PRINT NAME I•.� P. _ i /1\ C ‘4" DATE (•7-7-_ - CJ PHONE 76 e f - 7 ( 2 -v AGENT ADDRESS acs \) o (--C"; CONTACT PERSON CITY /ZIP S ",T PHONE 76 - 1 - 7 K. 7 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 our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. :RACK STORA ...:. Completed 6.uUdinp permit app Assessor ;A unt Num (2) sets of pima, which;) au aan NOTE lncwda di trenebns of pick. r: (h and exJt ways pp pliln ..............: _ s ral calcvladons stamped: Weer (mdc:; k rspe.:W and o RESIDENTIAL S6BMITTAL CHECKLIST of.tsnanfs i Ai TBNNT NIP OYIY 'permit appii� CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: Fi g J0---1 50 6 (Kff (, ei r OGPrs FROM: 5h e 1 I i E- -- Dx - VQS DATE: 1)-C? (=- nr1 1 q q o SUBJECT: Roc .K �e e Cal C,3 Lin -Par -Fr X h.e i3 h1 x of- ROLU = T tal x I 3 aS � X as I 5% x 1 to 1 X x I MEMORANDUM PHONE # (206) 433.1800 Gary L. VanDnsen, Mayor 0 9 3Do 3j b?O� 1 1, Ioo SD ,"7oO CITY OF TUKWILA 6200 SO['TECENTER BOULEVARD, TUKWILA. WASHINGTON 98188 TO: FROM: DATE: SUBJECT: ;h.eCe r l,\cip Y �� , 16 4R(`c.k o r ci 3.Q, Fee_ Cod c� it;) � 5 \o u &S x i x x Tok'ckl ) %SD a 100 = 71S 0 5c) So •qS3 0 Do MEMORANDUM PHONE # (2061 433.1800 Gary L. VanDusen, Mayor Conti nv d 0,050 3 Coon (D1, (.voo , qob I / Lo op • • • MMN I cam! ►'S �!y E S YSr � L�CTIU G—�•.0 1 40 r z6Nr F-LEN S Sac I �'fF --p ;c/ RocPp -s s'- r I}i I 11 C ��. •. , — .o V ,si) W 4) 13779 O t 0 � F F� /STE� �4' - Qs . ONA4 /I zo —f, J Ch..Nri46-0 e,14 /_a/cytijx !f -15 -a0 1 i stpa RECEIVED CITY OF TI DEC 2 7 1990 PERMITCENTER sror41 -c.^ ‘sYsr SEc SGTIV RArr-kS • ENTRY 0 C cE R.S s E.c T' A z' 2' 9 S�cT B (No Scac,a) r J�.,�_ I - 1' Ir lif MNh • ans• ONO A.c.: /rc- .' sT • ° C TIV s NPIARPP- pRa P.2TI - S Ha r� � C4- 0141 i 3 X - 1,75 _... _.1 , 75 3 SLANT LAS, a HT-- sTrw r 3D 34m,( PIA4 STtwt CtP-ocg -RS A x('114 SEE Pa G ■ R arHg I�- PRA S A: 6,07r L 44.1.T1A0 LiANA�aa)e, I! ts- w = 0,115 ' _ 103 r =1,13 3 + / , S Z1 .2. L4,c -11JCZ C 4/A c s� p4 61.E. ROW ' P I C .tz_ F- evc Ric= gs E =z= MMN hss _hs• 111 1 424 I It; 4 STORAGE sYsr , t-'.:- (Y I'J G P -AckS S AIJ1 - 14 0.0 c, l-f A ?J i .Ld IJ , C'I)NES STOF -A. nt • SYS T S E4 E G - r I V r l -cKs D��IGIa GP,TF( -1A /... Sso C t / -7 'b G► ,c-oC 4 l-4 1.4 ' PA 2Sa'r 4 r - { At c op s Ia ga U g.c 5P-(S /4I C • L04D VJ(KIPs) (Ikchts) Lit (ir -k 4+k a,5 254, &Ito 3rel '-,S Iq2 4io 2�a Si Mg 320 1st /2-1 S • 1, 1600 "tbrkt to 1146 1A s t S l"i1 =aR 3 v �W Z w SA Nt % L G-v c. - IS-90 n mot/ V aelo"IAN 25 2.0 to TYP l NT .1-cR �l til c= t� 1 ' T = C 0. ; z = O,3 T = 1 - r ' Rw= 6 iOR oAv ►R SF . Ct = o,03s C =1.s 1aB 23 -3 h ash • - r= (Loss 656) = 2,24 .0 ^ ' i 2S)C 1 i s _ 4 ,:' ` \ vZi As; ∎ ,' %r I \ + tip �, � 2 /1 1C ti 4 Gar • !l 1 • COV5r • ,L 5 =cc lh.7�D sr: Lr- c.TI'J R/ C� oc�RS 13ASE st1ri 4.R,V = ()'%'\ '4 1'14 w = 0.05SW = D,05S 7(10 = 0,55 k = 5sa# 0 TV 0, of A 2,2.4A 5go •= Sa* - 55 0 - ea) )< 44° g 1(o6 �.� = C 55U _ t (0 ) x 4 " o _ 4 t - (55b- t-) 7 3 2•a C3 l 0-a F't _ (55 - qG� ,c 140 - 4 14� • 14o# taY 54071A C7t) c MP MA 1 'f 6 l7 T • t cc>N: eco STOk -AG'+ p sYs r SELF- TIVE R.A.C($ 272# J 5= q3 F A I 3 266 25 zp 41 - gist. 274 qd 0 0 .883 2 . " • 7YP, I JTf2lO2 /- D fz.00 R 4352 4s• log x•sf 2. N S= 20 6.5 NO et- 2S3 $8 32. 5= /3G 5= 276 FtiPrt 4 95 FEo = RS fv 8 • t.11- .5 A N T I h Gr0 �I -15-90 4/4i LYag p-A1 to- LILT21 Ha �",�f°D 4oc.um /i st-teita I AA Co L. , 4 PP7 - 222 272 4/00 3 s�Ry = 266 2 - 7 2 1 N ° 1 Ad S13/2r f Q3 = 251# 2 /3 :sli toe .272-i /C/ 7L937t 44 /216# 2 e46 'W A 75 4 4 s 7UNr X36 s ; . 45S 3 = 2oG s = 4Sg2 'LQ StoP ( 2S3 r gG Isf slat rz.z74 ,c. y 8$ CI IR OgR MDM 4 57O 435 = z. -�- 3 rd s� R'r z 43s2. G sq i = to q44 2 Simur = 6 sq t *. St la r L46 8e Is+ s1oRY 10 Ctrs- • 16124 r Rag s r =q5+ zzai� - lac = 6Zq C� f it4 :. qSi' 2z4 fi3d 6 +3s3 GON�Sc STOP -aG : s'sT gt= C,�GTIV� RP -CKS, MUGT /PL-Y M- . YALU' S fly 2 SEE MgM,eea fasten(' Saairta o c, M�IJaLav�, t► -I 5 - c0 a SWW wNN CET zzi R8 ant J } I } STOPr -4A s`iSr l S Gc GARs I Gc -Tlvg �fCKs CTRA),fl 14)04-0 PM Pau- T = 2SVo# Na sop p4u.e s psi Pb A p,'it. 2504# 2 W =314 # 1 8 ,t. 3 / t. fst D 3104• Sa JTl PeCro e II - tS -qca lam kol4E rs = = 314 A8 2409,a MAX CAL AX /A-4. c.r)A g g X 1— Offs r) �'y 46 13779 ci 0 4 0 /STEC 441 NAL 1/ - z• -96 MaJ/ I.Au$ I "I Conk== co STO P.,.0. E s `/s T SE2J CTIUt= IZ.�CKS. PE (1.i mE.mr3Rie Fk <,F Cat_ MAX A KM-C. LeAD 000 # 'mY COL k M = f &32. $(7 /t = sxhe f = Mel er 83? 613a psi 6 z 0,6 x4codz.= vicsys; o,q °F A moo - /&S44 f5' D, fS3 kQ _ al f4 boss Com g/ /.ice: S7/1-4,51P S lo� f B lQ d 00 270'40 /S. ssoc A -fi Gt ce.Ks q Oft Fa - I9466a 0,81 < 1•33 ok SLANT Lg 4 k4x Ax // (.oxb T. 004 # c 4 ice,?r ear mar, _ ten.. 5N 7 40 " Sxe/ A It 2 r z /,/3 !LW' (A6. o C, Mk04 LA/4 11- 15" -90 11 o, qs3 yA /, osr e 4> 5. 3 7 -0 4It'D ' - Si�EO" /I =zo 4.11911 = 5ros i � = a X ¢sari 27, �r p-A. 0073 c _ ° ...° ` �8 .: 502¢ p3/ 2 1' /i /3 Gem, h-iMe) < cP -- w c.0/ 3 .sc o $Tom GE s - r 5g1- acTruP. Rr�.cl�S 1.)516, ittP. -/4 R s (ca L) ea/i7 XC 571 -UT c_?J pr AY (»sPE1►1a''J , DK — f_a = o.2ZS v, 3s/ few EPA-c.f STAP /30AM 20 MAX M611 . 14//5#4 S'= 9f1 ,f _ 24 / 5 _ ?1� 2� � P 1 q93 : 7 7 4 4 p 4 4 , S CNA 6-6/-4 ST/? -U 7 /4 4K A)C /A-6 rgiosidx, = 24636+ S H 8 1 44" < = O4 . 'm40 6s/ 1 0 1' 1-A alkia c f-M AJ /J 11Ax A, /AL �1 = 873 Sµ e ,2 = e9.7 9 c,3s/ A o,22 krta V SN 8 1 I s� �J W& - a C. N,t :. C / l,n, . = 4226 X /43 = 8273 >:7740 O 4, La 4 12NAL ti /' „1,0 < 4.44 g *rim s•29 /?ao;'' ok /t • lb g �► i �--t way _4 F[zeNT r �L -OLJ tZ c = 4 DFF L-o/D per- pAU.ET 2.5 AfAX VPR1GrtkT I' Tfffi SSE SS t UM kNeeLYSE PO- TfP• SEGact /V V RAM • • 1 S(DE SCEV 47411 50 SHIM S WWII! /7.757 100 SsMMFTS S SOU••I - A 0459 200 fMI[TS S SOUAti MIIIOMII •••• atte o t• • t I h • C. IJG:£CO LU CI / -"!•t D (.t It ...4 c /cs fi f2APtE COL C7 MAY Ax/.4-e_ L44b /o040" Sr; k ceC 1.16 = 5832" Sf/ 7 s��ef _ °46q 86-32 0,q�y 16048 10 c13 psi a,QS3 17 I hosT 57 fa. = 26,ara = 6 ?,7 r =0.35/ 0,225 1Z.4� Z1 7760 psi o,2z„s A = o, ?53 • I S /-S. C, - 15•- - eg50 = 4G ,t 42 - cm) p4 k.ea 5 ?res Cei lb S + e93_ 0,8c < 1133 6-k zocrd 27o LAC/1-1 JC�C sN l3 sH 8 k 4 )�/A c. Co/-1P = )c 873 • 1746 OF / ,o rzoI I 1,„ 1,00 C +na4 / h q 'p 1Jlly ��ST6µi /1 G1 f ?,5 rex: 6230 x1,33.- g2%>77‘a r O 351 o �. prtd 5PAe gY !/JsP -er /a7J o!c �v.'1 _ C3 K 4.1 PAX M x /6928 SH7 5 = 1,1 rib /G 9 8' = I5, 38 9 sz ara p's-f O k, I dol-im v 6, r PLC I'( pre -t'sn, rz4Yrip S-e/ec , 04.4.4. Samar► Ate ,S# /z .4 INMMM410000M NMp MNMMNMMMMMMMMMMMNMMM M* MMMMMMMMMMM M*NMNMMMMMMdMNM 1..1 N 'i T 1::. » U T Ls: fa t i l "i n L.1 r: '1' 13 v.. l:1 M N Y • /1 t:.i "r 43 1.4 !l N CO 1: N E.» W :.'I E F4 F'4 Li. Y MN« 11MNMAMMMMMMM*M NMNMMMMNMMMMM MMM NMMA N400*MMNMMM*MMMMMMM•00******MMM X 3 COLD-FORMED PALLET FRAME SPECIFICATION i 1900 RMI STANDARD • • 0.115 T • 1.119 a • 0.953 .A het i • 1.000 AX.N.e f • 1.731' JX t • 1.404 Ixii • 1.154 s' 3 • 0.969 'r Ae t • 1.244 R t • 1.016 fYva' 3. • 0.953. Ali Het ■ 1.350 t . 1 j t • 1.060 ;: ■ 0.704 1. i ■ 0.703 Tyrui • 1.099 $ • 1.055 Repot. ■ 1.2R0 x • 1.430 nA0 • i • 0.249 • 3.325 w •2.661 • 0.4930 - 02 • 3.202 • 0.103 • 3.560 • 1.661 FP-1 .r..F ca c. Q StieCti Ve, F tr.z 3 ,, 11 ' • N 'rMM/tNM11*M « I • lJ N T 1' I.. 1:) 1.. "1• L I4. i-'' Pt C) t7 U C.: '1' 13 1:: ca ' I'l s o 1 N Y 11 11 N tZ1 f4 14 f7 10 g ****10 MMNMwelltil* * lI MM1,A #11 *0♦ 1.5 X. 1 COLD- FORMED PftI, 4 114A06 SPECIFICATION t 1909 MI STANDARD • • 0.060 A • 0.225 AnRt 0.225 • S L� ; . •taG1 Chan,ieJ MIN/it 0.225 eGl 1X • 0.079 IXnst • 0.079 BX ■ 0.106 SXnvt • 0.106 1 AX • 0.594 Axn.t • 0.594 Y - - 1 - AYn.t ■ 0.225 I 1 IV • 0.020 I 55- IYnot • 0.028 BY • 0.044 X SYnot • 0.044 AY • 0.351 RYnot • 0.351 X • 0.333 Knot • 0.568 Soto •. 0.388 no • 1.108 x0 • -0.867 3 • 0.318D -03 ,► • 1.253 R • 0.158 Cw • 0.009 • 0 • 0.534 +..,• v /OVAL E‘ ,G`` io 1.5 • • 'UNITED STEEL PRODUCTS COMPANY 0 PROJLCT NUMBER CLIENT -__-r_v ••••••• DEPTH OF THE BEAM, H - 4.125 STEP HEIGHT, HS • 1.625 TOTAL WEIGHT OF CONNECTORS ■ 2.5 MINIMUM YIELD OF STEEL ■ '.3000 . LENGTH OF BEAM • y3 THICKNESS OF MATERIAL - 0.085 DEFLECTION CRITERIA L /V, V - 180 ONE PIECE STEP BEAM 0 EAST ORANGE, NEW JERSEY. B E A M A N A L Y S I S DATE 1 • ANALYSIS RESULTS (IN ACCORDANCE WITH 1989 RMI MOMENT OF INERTIA • SECT 101' MODULUS • ALLOWA'.JLE DEFLECTION ACCORDING TO RMI ALLOWABLE DEFLECTION a ACTUAL MAXIMUM BEAM pFLECT I ON CAPACITY PER PAIR (STRESS GOVERN) • CAPACITY PER PAIR (DEFLECTION GOVERN). RATED CAPACITY PER BEAM PAIR CR055 SECTIONAL A9EA • WEIGHT PER BEAM • SALES ENGINEER s I 1 1.625 — 1 I I. 1 lam. 11.500 - -- I 8.169 0.993 0.x+17 0.519 0.425 5196 6315 5196 1.051 30.9 INCHES INCHES L88 PII INCHES I NCHEB r • /1 - '* - SPECS. & 1906 A161 IN IN "3 INCHES INCHES INCHES L88 LBS LOS !WE it 1.00 NNN ___ NNN lac 62 1 Copp:co STor-AGr SY;j P" ") r -I! 1 c X 5 4-- 0 (3 5 MEP 6/AA) RECEIVED CITY OFTUKWIIA EC 2 7 19a PERMITCENTER /1 8L 1 1 1• ASsocare Gr6 " I' J r li 4 Z /E. � 7L RY: sA /Jr/A, C. /41.14. 4.4•J4 /I- I£ - ?u 1 w 8L „8L Ij I► i - z2 = s ; P s ' J.-1z CO lal: s c* I nft.A , 5t-e5r1'4 GI%rl. _11.1 rz /A C/c S Ill Pl PRaP4R -TI s f 'R-IV/ E C L UMF I© sae S N- 16 F -41..M you rt,E c6U DA sao si4 IG 1.. Q CD- grtR s O sea sN- 'lc La GNP euE(ZIIMb A R1i 3 23 4 . RAIL 3UPP (3M q� /lee sq IS cO w rock 0,07? A it 0,075= 4.5G /3 0,0 ?5 C4r5 2. x 195 f o•ozs 2,2;' = 1611 12 t6.14.5 T = ()fin A= 2,3 RAIL L3y3,c3/6 1 1/ 0 • — �- 4 -tee e 5 , dee P sr1. ) c i e, ?La sy" 11C 41( S= 461 se sw t z, �'' 0.74 4. nl4 la ` � � t�179�wo IONAL �' / - 2.. • 9 our 4 CO,JE ~,C.::.C' S'!s *rmS PP !''l 4 .4 . 9r /A .14..f-t) .`' 4 Oe SI G-1 t" gT 1 4. Loo D p • R pALLE.7- ` 2560 Mh S EISMtc toad, L eN E L 'W Ck-1 p s) lr) Cl�c�no w ("4 4 3h 2.4 s 2 )12, 0 234 Il10 (2,114 5 Is 1 go Ict 5 18' 3q o 23 0 TotA C. l 5 Use 'U eatcw law c= 1 s _S i " 1 = C,3 I I ku G C{ _ o,o3s 1, S id to 23 -5 1111= 312 0,035 ( 317- ) V4. = 2, (, cc 1$25,4 1,S • Z1 3 Au" • 5M !'iJ ti o C . P ► ?,, C t ` r 1'J As : ).4 t . IVO c5) 41Sfrti If Z• x- MAW LA.!) . 4, 4 De-p (3 q 5 doep Sroi) a L, 3 (2" 234 - ryp tar FRAM A.. Goutseo STVitA 5 r DL/u4— //J ACS DR; AssOCmy -Et alai CeRS V = 0 ,3 74.1 A Oigq W 6 - 0,057( Is = .0,15 ►` c. 1Sz Fr = x• 0 7 TV = 0 6 7) 4 2.4 F4 _ c s o IS-7) 3 - E - 13 _1•- , 11 10 2340 � = 0750 - I ?) ,( 180 2340 =_ Cis-0 - 34 234b //-24 u . 2 4 0 2 r• l $ ijvA4o C l HEN^ t.�t,,) t1../b � l� -.ro = 'LOS td2 i/ CAUrreu STa( �! C sA FoI� As51c /A V) a24cate -S 9 /)E _') /: Ac-A 'far 4 Peep C3 5 Deep Siin h_ 3/2 L= Sl T = ?,s3 T2. =1 - z 1.111 3/z S i L 2,s3 51 rf- P_ /37 A? /2 6:1 ▪ 3/2. : o c. 3/2 =/ • --- h 3/2- p 4 ( t 4 ; 4 . h 2NI 5.3 + = 6,57 N ac 4- / = 22, OZ, e2 .0(ti 3 3o 3,1. /37 ,( IA 3,s7 : 1p•202 2N 2 4 - _ o - ( 13 ..._ - l026 = 1117e-41. 2 Na - o + 32,7 H ht. 1111 = 1117 0 ;' _. Ag - o ,� 137r , !a oz .) 11176 M _ - a - /0,01 (0 2 4 •i )r.' Y•6 C, M 4, /J1 307 224 1 � � 2 18 r� G3tirc c-ei sr'oma. 4, YS1- FdR : RYA DA-lug-to RA CJ<S ASSoc /� rem G " - �c,E� f 3 4 07/ 8 q.) L,cNa(.a��sr {-o)^ 4 peep C34,sdep ) ( P= 36 7 - 234 - 7%' S a i3 = 4 L t7 v 3 6 - -. .— 1 L - 0, 7:21 s-- M C - - 4)/7- 12 70 = - 171 0 h 312.. cX 4.1 - 5,5'7 /4 ( = 2 2,(1 2. C - P°6 0 / f c 1 E ^ 337 234 7t (1 t a,25 ¢- o,2r,f 39s7) ( h 2N, 3/2 2?(S,S7 •34sy _ PG c 5 �C = 3a7 )4 017 6,1'7 .= 4.3 Z 2N 3/2 3 p0., �- o � 3 rC 307 234 1. 0.75 J,s 7 Y► 147 c-3 2 fe 22, y M _ -ci - z - c3) _ ._ 34,/ _(! 7 x 23e/ — /47a) ..„„ a Mac. r c 4- C - 4'30 4- /24 ?o ; esT3 `. Pay +, c M + 4 0 _ 367,23 y,c7fr x. 0,25'& 24 col) 3/1 4- 0,754453) 11760 3 =4 - 2 M� � -345 �- z 1 f7o) I�i� qr c eur sco sliite.Ae ay,r7 Fox R SSa c , Grp. -o C oei bA /vF - Ill ,eA cK S Fox P= 205' a = /cc S. = ± _ 2444 61 2,4y L S�1 2.2.q i. CZ! 20 s < � sz ) al I 4- o. s - Q, r L 3,s i 3/2 '2. ,C sI s 7 .cO/' 4 dee 5dcmp s'iM) 20 C Ise y /rc 6,5 ,c 31S r, r 7 _ 3 2a S ,c I SZ ,c o, r7 /4 - 47/z - (241. s $ sue _ 3 et / Mp - 2,t4 2 + 3 Ze = / Miox - „ 2457 /a 7c/ 31z 17 „ -* M _ -2%2 - 30. —G3 4_ o,s (- /ogee) -47/S f ('s!s - 3Vd) = 740 f3y; 1,4■TIAG-o C I kA IJAG,0,04 47 /S = 382.4 - /Gifdro COPESceJ / c S y 7 - 11) MCk S r0R RY' Asso?, Cr2o CV2S 6 C, ,scN,c.:d go 4- eep. dep ' 3 fi / 23 c/ ,.,,..,.. „ ; :. ; t. .. i,;ti: •. L ".'", t .. ' ?f' Z F ` zC t 4f ��. Y. G ” h 311- / / -so - Qo IJ, = s, c') N,, = 22 v z. C 10 a.7 I f 0,75 f4,7r) 3,5' 7 3I2 2 xS,1 6. / 7E-“3q ( 3 , 2 - T , 3,S3 312. - 2- c• 71 37( !aa 7g', o,2- r,e 3,S7 c f- z2,Ui M , = -X371 - ed 2 S 7i _ 47r M� ML, M - -Off- 47r - 47? 4- 47r = v67/ /02 An - 47c) 7 : /132 2 -•qC3 478 Ito = 2.7)7/ 47 - /62 74 76- 7 2-39' a, 7rx ( -STN) 4- a, 4(-3) h'-5`: 3/2 igixt • r • FA! ' sP(Z 3 ' 7 roR i AsSa0, G' � sS s.dor /A crd ��, 'wadi "../J4 GRRA - �.�s II- lK -qv rc 4 e p C3 4 beep Sim) 50 14/44 -r M � mG I 4 12s"K — 3 - - 43'Vf- 1510 = 11.% loo qv? = 5.Oq 32,111 2,4t t 1959 s .j 74 - q s: = 39247 I k �' M 4 s) S = too +./-7,0 4- Srl7 14- IS : 3 ?6�1 3�Lti peS( FR4/4P cec,OMI<J Oa &4 -WIT I- At - p 3f2,Sk - 7a5 Ac boll Z 7e I, s 7 k e / •SS S, o ¢ ,z 23,1 ps i 1 I,24f7(2. Gtli.1g1ua" sT1 r�S G 1`s -=5,7 3.7 f 2 ... q .= 1.0 6 . < /d 3 3 M r 21 ri) = 6% ? 4r 27 A4 l SUBJECT 0.4%.0 0 P-- ( M sw , la r 4 1 I ifj v., M & a �04 -D T■ ■■ - 1 11� l• •o -,--- II 2, 5 i I i 14 ■ ■ ■ ■ ■■ ■ ■_ t/ 7 g ■ sa i i ■ , _ cs . ■ ■■■_ ■■■■ �a - s ■■ ■■■ j jj j fl ' 7 ■ s , ' .1' • .II ■■ ■■ �■ 0 s1712 ■ Q 1 i t. _ 0 ?: • 33 ac P t I. * r• S. ., (� 1, y rs rte, �f� IS i '. ':+ ��' y NM. '-‘) i/i .1. 11 M1 •7 iv � '/ 4/4 ' 4111i ) DATE, 1/" 44 CHKD,SY DATE CUENT COkgsce mama ,A-So C Gr z CEAS k OFS NO, SHEET /6 OF DEFT, NO �, ("OECU S7op&44 5y Fu's' ; Assoc D CE/e S Mu-6 - 1/l xacKS R. 2 Da.EF 314 5 dee p A PALYsa P12 -Amg. t a r Pont - uF711 . GOL litgAR 6A CO 0 vow = '� 3 rd = I37t367 hcl 4 _I374-3o7f -ZS Ise = 137 +3074 -10 rtlo 2 Got. moceorS 4 sm = ccs - 10 8 4 3 rd 2' Ise l oir .311 WHOM. 4 sort. c 1410 . 2 'I w• 222 it Z = g grr n = 315 f 7 z (267 n S EF :Z 1 = 12) f ' 22* 54 SEE-514-344 zoo 1 2470i 68 5 = 222 = 325* 31S 4- 2470 fl 2-416 +845 = 11374 f Iu7S. 2 1333 s z I2 1 St = 213tru t :1 tines sy -�.a2r S,1k, . 2 � � !1 = Ro S4H =24 /1 - zo - ?a J 3o1 ---� S= 4= S= 37s s 5e. /J c. 7 /R.) c, A4 Li) d ez' 144zr MIDDLE l/- / fir -' o 2.410 68,r 2470 4 1 3 S = 247 113'LB —� 1(65S et s J 212. S= AGSB egg - //-21333 21333 32 - Sr. r -1247r iu7r J, -Z79uu 2730 �� 1- It. , I4kzrr 22Z 32$ 37.$ N ao f/ —td U - a (✓ P-P. U. n 1 - 1 - ■ ' ys r l ASS oC' c ceies D2lu_ - , J ,eI,ck II C X02 2 DAP (3 � Sleep 54 17 PALET Lc / D ?gg. r 4M = Z iota/ t o, L.ba.v per- =. 1.67 ' -147o 3 t11 S4i I l t�jc C• e. l- ci1 G o `HU�u A / (G?" 6 1±-1- X /7 zrtra PO( eo C x/04 prec = - 7 =- - 4-N COLw -1 p c trr L 7b = 3 7 ( 2 7, S = /,ur ?eel Fs; D8(to 41It1Tn ® s = '1°3 = 1 3 zt 2S7141 fit' 4 2 7, aro X /33 ; 0,703 SA47 A4-o C . 440 4 L 4U TOTisc Loge ' tz- f rte., E Par- LE-or - 2.7 2Srm P ct -'i .S= 3 4.= ill 11-3 1s sa a ¢1a = 2 7, oav 1. qf-E ..f. 772-3 0,16 G C 1, 33 c k , o-/ aro 22 dv I , ' f I LU 7' �4 = - SAX `a� caoricco cry AA cre wozfris NE -/ti k14C, S 'MK : 2 3 S deep Assoc CP-.0GE g YI sit N7IA C, J1;:14 Cis JA ...,■::e 4 .-. . I ''• :a /u AA, ck Assoc GA-oc,Eg • p.(64,-/J teraS pp...Apt p _ . c-40 t, /4' X PI/C- /Amp w -I- 25 7 3 k s 3 5 = Z6, atru •7€11 erieto q4,E-3 ?A t773 1.011 FP-4'ia 6/4 —eat_ EA'S h , .1 '3 2, 11 _ 6g4g 24u) ra-; 2,62- srmur Al= 4 1' _ s z /24 "ow O/c. I/ 0 S1 L,efj4 cH4iJlJL. 3 b iv-et' 47,16-6 oke M 163 7, go / 944. - 043r 6/44 1,4-61-0 e., 1.44 At# I rey a8a4 { 'n G+ s- 'T ifeoR Assa Gaoc,Eics DANE -' /J R,,4 c ,e6 O4 /9 7/. V • SN q `M0 ) Luu)( 4 4 = 37 ZG _ — Z -369 // -/4 air A-,244 (6') M= w 22 36V O 74 I x = 2 ' ` ' 14c + 2�2 74 , I�lr Aoci +. 3f. , I 4 ) cA• • a , s 4-0.18 4 34 -. Lot . t. � Qt 4 ...: - ! .4.:•' . P' /,- - t 1: '$);:s„.14;", j pJ:,;` y ; ' S 1 0,55 2111 —i” g'7 l �' �0 9 1" " / D, l‘ P1-1 pow, c,4 ; NIL guppofLT em kta Hal _ 27 Sea " 2 ,c 257V /91820" ��, I82 ' zraz 3 FaKOS --- l 2s 27 an X /131 = 34 9to ' 0 G1 7o,3 /"�' k . 2 IDO A 7 � ra 1/-4 2 2,3r - .Z = if21vz / - c 3 _v V; i40r /A-a-0 C', A441Q4 A u'4 //-4 -1,) 2q421 L 27e= X ! =3S /a p' ©' z u # /,, 44= 74 4g = 7(/ '' • fr CsoiJF_sc?e, la -C)-1. . pZ).iE —//J tiA2 r I , _I 4 / T T 5o z/ 4— 37.Sv x 3 Assoc , (; S 11 4 LuEP&E i4 NC� /L ky 4 14 E- 1-113e1) , sN9 �� —� Go za . 302/4 2 4 k - eirtritq kexe , 3 zszna 37s '] 1 'cauc st4f3 w / 44 e ( 4000 psi trx.@, 4741 < 7.76 Ay sAifriArael C 1. ACa M,C t.A.4 - go s ExTsp. SUBJECT I/P-i,,,... ,• , -• -1 - ;1g I M ■ ■ ■■ ■ ■■ ■ ■ II ■ , ■ i I ■■ _ Ili ■I ■� • ■■ ■ ■ ______ oil � ■ ' ■ ■ ■ 1 ■ ■ ■ ■ '� . ■ 1 _c q ■■ 1 ■ _ , _ _ i • l a _ ■dr ,_ mum a 1111 741t _ __ ■ ■■ la .I a MI SEW Al i T. _44 i - - - - -4- t . rjr- 1z] I nU'' id'., 4z i 3 )L. • ■ ■ ERE N U ■■" ■ ■ A b Cac. _ . ima l� ■ ■ ■■■ Eat ' d 0-T3 n 4 . 1 33 Pim ■r ■ 2 NMI ii' ■Y■ tl !3 ■ ■r■i - : II _ Ka Sr Q ■ ■ SW 947 BY Sr et 14C041-6" DATE I, - CHKD. BY DATE CUENT e /J F S Ce PRO JECT ' OrrA R s c OFS NO. « l**• NN• MMrM* MMM*** 11** M►*» NMMr MMr*** o **N wM 0 MMMNNMNMMNMMNNNMMM O O MMMMM tJ N i 'r t:: 1.) 0 * 0.115 • 1.176 net • 1.011 axnut • 1.057 IX ■ 2.977 !Knot • 2.530 IX • 1.409 ixnet • Laos - tl{ • 1.591 Ix�.t • 1.547 IYM t • 1.011 V • 1.022 iY • a 0.911 0,733 Mnst • 0.667 IV • 0.962 'Yn.t • 0.949 • 0.939 net • 1.116 41t4 • 0.377 • • 3.030 A • -2.392 • 0.5180 -02 • 3.127 • 0.163 • 5.603 • 1.433 • 1#. 1 w IA CI •1 N I. W • t) .1* f/ N U r?. :J 16: 14 Oil k::" 1f • MMM» MAMNMt* MMMMMNNM. 1*MN M. MNNY4 NNNNe *••••* * **gMA.1.I4INM••MMM11 imilalire, ••• 4 X 2.0 COLD- FORMED PALLET FRAME SPECIFICATION a 1900 RMI STANDARD ,Dave - 41 Aviv, L 4 i 1 1 a t g AMg ca CAA PRoPrtEs 2 A pg.op, op 0 • • /(-70 —fa 1111* *M111111*11*1111MM1111111111M1111M11*0*M 0 111 1 110, 110 1111 z iA 11* M• 0*****AM,* 11, MMMMMM MMMMMMMMMM O0 LI T • 0.065 A • 0.290 Anet • 0.290 AXnet • 0.290 &h IX - 0.192 IXnit • 0.192 6X • 0.192 BXn•t • 0.192 RX • 0.014 AXnet • 0.014 AYnet ' • 0.290 lY • 0.056 IVnet . • 0.056 6V • 0.052 6Ynet • 0.052 AV • 0.436 RYnit • 0.436 $ • 0.396 Xnet • 0.564 6.t. 0.0.452 RD • 1.375 Xo • -1.010 3 • 0.4109D -03 • 1.703 A is 0.156 Cw • —.010 a • 0.622 1 - , 1 ' 4 C 1 A iJ C . " 3:i t:: L1 ' M p A N Y 1Z A 13 y • ea 114 A N :t Lx. N L ,1.. 1. U N 1::: 1.5 COLD- FORMED FlAL CT FRAME SPECIFICATION s 196$ RMI BTANDAAD r„ . CAdaet -- 1.5 1 I ...... K Is � �. Omni W it-011M111 in/ I w� * i NWT w•1 .+ ..L• SOH. wet rrt w.RV S S �e+ae_ .tr rc r . sera • MRS s *� a A wpICSULI . "'n' ,■. o �;u.» ,rr.. �1 �.. suer w Me�rs �ro rote ...r•r On►.M ITEIN s s w t�.•— sw � a�aT- ear -?5 -n3 SO avr IMO STORAGE RACK Wevs UNITED STEEL PROD. STORAGE SYSTM ES w •aa °r' t wwc* o� s ,r[. oak No. 38926 3 (i 4SK ..•....r• late• .re•..ellf.- 111011110 elk 3 /8'NOLE 8 • M ~ I x 5/16 BOLT - -- 5/16 NUT 3x3ANGLE RAIL 1 J«+ EAR 8311• l INS WAIVING .O.~In II •1100111 INWOID 1•• INAMPWL NW WAD OW INV 611 t111.cm w 610106swilD. IsOlanallW. Oa ~WM 1~ ... r as.p _ � .. ....t. 3X 34 BOLT 318"N T STORAGE RACK ALL ASSEMBLY-OVERHEAD TIE TO COLUMN l w UNITED STEEL PROD. sTVNAGIE srMMs egiffi • • 4•1s O 0 a W N W4 N al 2 • •$ • .. • ;o, to • STANbARO EAIL • O O w_.10 111•111 • twoommi AVM: wstaA,r.+G.ot 011oiTs t1K, *'K IN rwilD s*o. MOD_ W, Na. S. AND WILL SOT r 11ACID!_ wolooNMNCD. woiasTA1. at ADPADOWID •a tr+r •1111 amt WIND __ wnr AW 6110 vammASOIPAIR DEWS Drr 1 rt• friLT Vfie NUT ant 21.7 r I.? sNs .ADAM IPOODUCT -INSTALLATION GF ataciti gex VirgaggiMS. .1 O �-- STOt EAR REF ID 44 -5047 wag a trMODS UNITED STEEL PROD. STORAGE smuts Q NONE "- P. MOND 411MC 1 a t !��r s � * ..: ...t. . . . . - . r aw,. f_i, . Jew:. • -t- • ✓ .•• -jK��.� • • J MIx, 111u1 el Au lank/ ThIS 0 N TIO 111!1, PA p��IIIwNM. N. t A ND W A�.I LoT 1AAC10. PN M4410, P Ot . IOTA tO. 01 1III 1M ANY'IAANKtA, 0011 yAO POA AA/r P II10f wKATbQI lSll IAt1►T *r MIA1T1{N 1�A/A11•. SIOh 0 YhITIOO SII 1100„ O. • ;314 . ... ' ' . THIICAD LikatI1 • .1/4 W1.3/0 'Ng ' • 114".-20 f. 2-114t 3/0 114 x 3.1te 1.114 1 • 34 x 2.44 1.1/8. • ,10 it 3' • • • 1.1/8* • 3/8'. 16 x 3 1,1/8' We. 16 4 fe, 1.1)? 1/7 ); 244' 1 2 11 4' t: 6 12 ! .3 4 P *6141 polzrt 1, _pe2";1111 6.114 ,.. 773200;o; tir.15 A r . 1- );4" O18' 4 3.1/2 1.1/2: 5/8'.11 A4-1/4" 770 Ics Sib•- 1 t x M.... 1.1/2" ,.. id' • • 1.1/2.. sir. it 11 11.1rr 1.112. 3W-10 x 40/4' 1.1:2 3/4‘.. )0 a 4 4p4' . 1550010. • 2re 10 x 4.1/4 lo ll? • 3/4E40 A OM"' i•irr 30000 an. i.vr 3;4**-10 1(8. yr 1.14" 1)4 40 X ler 1 lir 0) a 11 " 2. 1/4' 2/3 A 10" 2.1/4' .. •-. IT••8 AI. • • 2.114' 10 2.14i 1.1W-7 4 Er' 3 Pe 1.1/4 7 x 12* 3-1)4° 14 x 2' (WIRE )-IANGER) k A TAO .11/1481f1 Colo LO. 001.1 UAW& TrA311.11.*A0 . 111.7;41ATC SPICALOA6 V14-134 PO 4.214 Pal -314 1-14 160 lbs, 1190 'be 3' • 3615 AA Pa 214 Ps36. I PIti 1 1.1,24 2/6006. 3d0W. 2 t00:134, . . t: 6 12 ! .3 4 P *6141 polzrt 17174: . ZIKeiri. ,.. 773200;o; 3,,ir woos PE■68.3177 P858 PC4.51 PilSiO41 n46. 7'7 P858•12 2.3/4' 770 Ics 1350010s, 4•3/6 100010 . , . . PS:14414 P834.4341 P634.5141 P8344114'1 P834-71 P834•12"1 Pe34 3.1,4' 1200010 . 21750164, -------- 4.14 . 1550010. . . . P878.8 4" 18 750 lbs. 30000 an. P67o.8 P678.10 5.1.2' 24000104. 7" P01-7 4-112' :2000its 333C41132, P81.10 6° 2$.11031t, pal )4.9 ' 5-1/2" 2:;000102. 63600 liellill F6 1 ) 4. )2 40/0 424401es, ,.. .... ,. ;:,.. BOLT SPECIFICAT10061 .." ao■ I' WA 1:01 Mogan F0'.? MOO Ai', f94 00416 ix/ 442a GI1341 6 : • , • • ' 41660 6'064.64 Wei•gh l'irksa01 AVM Ara (e16 • ' 6 1.1166.14o. iv6,1 moms &It 44?, Own viM4 •• ' 0406 r opf4.6.1,40,44•6114 12) 5 ; pifIf 1116616 M +4 k is kkil 1.441 • 6641106 • ?, ItIsio 2' (sii 6m61) 6 63•1? Pny64466 moult • ; • • 3d 1 6 NS. 0■66111/6 luore‘14 6166611166666 6.tcsi ou SI 110 16 6 • • i4tows6 616014.an16444.1) 6.461 40014 • ' P 446 I( I G166w 10.6 a. I .' • rr: CU SPICIFICATiONSI ; IWO.? 4■ Ws) Iyas 344 4 •1■ 1 :;' PLATitiO SO LCIY/CATiONS: • • • PROJECT: A C, GCtc..sz rS PERMIT NO. (039 (o SITE ADDRESS: 3 DATE CALLED: DATE WANTED: p;m; d: TYPE OF INSPECTI NOrt _ - ) c % SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: CQ DATE: / 0 — Si - 91 INSPECTOR: 'ntla 64 fid*tmReam,3,45, axa�x14:0ki1rORIWN441=4/t4w`re es3 «. n. n�wmn.+ v�rw.r. u... w... nvureeae% m' pbi3Ph: EtKWttri*) tK'. Ytw..'.+ �y..+. �. wn�w.•.... � . . CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: CkSy1)C, ' PERMIT NO. p '9 C( 111 (9'(1 ,0/17 SITE ADDRESS: ? jb t r i t \ Gl p , h DATE CALLED: - (Z --q I c TYPE OF INSPECTION: DATE WANTED: I,Q' - 12, — � ; SPECIAL INSTRUCTIONS: a,,,ckS - c.,n,,..v(Am, REQUESTER: ifr PHONE NO.: sC 7 w-' 0055/ . V3G - �efz-t..,,,�ot INSPECTION RESULTS /COMMENTS: _ INSPECTOR: . -L•- - DATE: ( -(3 - 47 CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southconter Boulevard — #100 Tukwila Washington 98188 it :IfhY.:3:tj;.ac:es ^,'!'Y::P:K• 4wT /h24U'f ?.� c n- 'frrseKflNfu »aax'/v.Mmw:e, %.s +'...nm�u..r..a...r..i+nnx n. aw.:. uYr; m.», :'r�rterJrFa7.2x ^zm`t�'SYaYt<r �':;��IvS ►) C..s-vv. e LEMZ . — - ,• r CAACc1z -- 446 &&k..17 m I s- OG1 l &I IX t ' , ( O , -Ms — p A -- t acv ■ruTS CITY.OF. TUKWI LA • Building Division 8200 Soullicenter Blvd. • Tukwila, WA 98188 ' 433.1845 Permit No. '4 ( to Date 4 — 3--` Job Address 33 - CORRECTION 'NOTICE The following items are found to be in violation of Ordinance d c---- and shall be corrected. Signed Building Official /Inspector PROJECT: (\� P) c 4 ' ( Rr OLD t'S PERMIT NO. (p 5 (D SITE ADDRESS: ,33 (> ( 3 N 0 0-h-6O I k DATE CALLED: - a.% - CU , TYPE OF INSPECTION: 1(\O`1 Rosd< 5 {- p) DATE WANTED: 3 - j - 0 1 ) p , m , SPECIAL INSTRUCTIONS: �_�..Q -e,., 71 z r \ W3oct, REQUESTER: a pp( j n PHONE NO.: ) (0 - S"1 O INSPECTION RESULTS /COMMENTS: r, '.- Cizrc; .&s (--`3 G =y.R- �iv-+tc / ,e., c . c-t - �- �o + l' �,....,.3.- .1- •-- ,/1,2, --c rc..53 . a..>G_r `(' c. - - �,,, ( S' Y3 , 31- -+- - 1' J �\ 1--C ps ca- rcs-.w1/4suA • DATE: , /77q / INSPECTOR: (e- - -''(J z - CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 43 1-3670 Akftnbit414IVARMAVAWIVIMIC041.1.101rIgIRSTAKIl(6134004,1!,41.2.11,114,44.94...ervrt....move.....w...........s...14*...mon...4,05.10...0.01474111,13% b.YYdd.Se:til'hlivaar . v Y'aC.naWU!rcH n... �nikL`� ..'+■v144,11 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 • CITY OF TUKWILA Building Department 6300 So center Boulevard Tukwila . 98188 (206) 4 '.1670 INSPEC C N EC( PERMIT 0 .{;P,��1 �G Date Z- 2 Type of Inspection S Date Wanted a.m. p Site Address ' l .S- y- L k--__. Project , 6'ri(-4-=- Requestor Phone # Special Instructions Inspection Results /Comments: L A.D 11)(a N'ci'C ` P P il-oveV , St - IC Ct. lyre -Ex=ri a Inspector —-- -- Date r2 c 1 Permit No. (PS (P Date 2 -f 1 e q CITY OF TUKWILA Building Division 6200 Southcenter Blvd, Tukwila; WA 88188 433.1845 c_0 c1F 'S H L v et P r'-r d ►'Z TR w 4 - (t S NC. Ft 1/ ... fiw -- S -% Job Address 3 61 S. F�vr�c)LI� AA CORRECTION NOTICE The following items are found to be in violation of QT4iftsfree P* A-,JS and shall be corrected. IPA Signed Building Official /Inspector 1906 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TU WILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 1/ ' T ; (/ /' • i h ... r Address ' j - ^ •<. /t' f rc' Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarms Hood & Duct: Halon: A` Monitor: A Pre -Fire: A Permits: • /T / j Authorized Signature Gary L. VanDusen, Mayor Control No. /(. - '5 2 . I Permit No. ( 7)/;;1"-- Date FINALAPP.FRM T.F.D. Form F.P. 85 ECEIVED CI. 'R TY OF T11KWItA dt t, 2 7 1990 PERMITCENTER a • J .r� • • - MI... CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASI/INGTON 98188 Plan Check #90 -527: Associated Grocers 3301 S Norfolk THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TURWILA BUILDING PERMIT NUMBER / p 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition). 4. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. PHONE #1206) 433.1800 Gary L. VanDusen, Mayor "X' REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBUC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) .f- tlU1LU1Nli renmi I INSPECTION RECORD (Post with Building Permit in conspicuous place) Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3301 S Norfolk SUITE NO.: BUILDING ( HP - (0 PERMIT NO. DATE ISSUED: OMMMIL ■ \--co PROJECT: Associated Grocers CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAIUNG - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type rign often eliminate problems, delays and misunderstandings as the project progresses. orwr "X" REQUIRED INSPECTIONS 1 Footings 2 Foundation 3 Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 8 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 X 14 FIRE FINAL Inep: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL }X17 BUILDING FINAL PLAN CHECK • NUMBER qv -52 • . OJECT: THE FOLLOWINS COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWIIA BUILDING PERMIT NUMBER No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. (2 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). O Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872-6363), 14 All mechanical work shall be under separate permit through the JJ City of Tukwila. ,4 21) All permits, inspection records, and approved plans shall be 1, V/ posted at the job site prior to the start of any construction, �6 When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. O All structural concrete to be special inspected (Sec. 306, UBC). VB All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UDC). O All high - strength bolting to be special inspected (Sec. 306, USC). 10 Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. O Partition walls attached to ceiling grid must be laterally braced if over eight (B) feet in length. 12 Readily accessible access to roof mounted equipment is required. l3 Engineereed truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. O Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 13 Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure.). 16 A statement from the roofing contractor verifying fire retardancy of roo4 Wlll be required prior to final inspection (see attached Vo cedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1900 Editionik- tin111171t .44Mtoirt 44 Barris — ° ras 11 All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4707, at least three working days prior to desire inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21 All spray applied fireproofing as required by U.S.C. Standard No. 43 -0, shall be special inspected. 22 All wood to remain in placed concrete shall be treated wood. 23 All structural masonry shall be special inspected per U.I.C. Section 306 la) 7. Vg/ Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violets or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control Number 90 -527 December 28, 1990 Re: Associated Grocers - 3301 South Norfolk Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space . between loads or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) In double row racks, provide a minimum 6" longitudinal flue space in addition to the transverse flue spaces. 2. Refrain from blocking sprinker coverage with shelving. NFPA Standard #13 states that any shelving or decks in excess of 4 feet in width will require the installation of sprinklers thereunder. (UFC 10.302) 3. Storage of Class III & IV commodities, up through 20 feet high, encapsulated in plastic, requires a minimum of 1 level of in -rack sprinklers. Storage of any class of commodity, over 20 feet high, encapsulated in plastic, requires a minimum of 1 level of in -rack sprinklers. yl Gary L. VanDusen, Mayor ► - i►i► 11 1 ►i► i 1 ► n i i i �_.. ii ,•_ I ► iii i►_►L I Plan Review PROJECT 1�� (p-- v C-cc Fps CJK `> EXITING REQUIREMENTS 0 DETAILED REQUIREMENTS OCCUPANCY .74/6 TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. W76, NOTES: CitY OP rtmova A erAn rI' �. L k I. 1..L1 " /A .. PLAN CHECK NUMBER q0- rz,7 ADDRESS '3301 �-] Kos 1k DATE I *Z Z U -9 0 OCCUPANCY GROUP _.,_ i N1G TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HT. / NO. STORIES FLOOR AREA OCCUPANT LOAD Jill • O . ON Imis■ms • . • .46 ' li114- ' ' T i i " ) ' : ....F : j. ; ',,. * ''. • ,•:.,.r.,..,..,..,,:..,',...: s . N.'. ,,,,,..,4, ,.. v •. , ..,:i , : a . ,;!...: /.1, , .1: :,,...' ,,.. 1 :4 :; .‘ ,.. : , 1... :: .„: :, . '; •.•...:: i..:....•••,- • ..-.-.,-.,,:, " ...4, • • • 1111111111•1 11•111111M=111 •■••=11111, wwwwwill L. a IMMO ea gm ea RECEIVED CITY OF TUKWILA DEC 2 7 1990 pERmircENTER Mtilkflo etfM 3-