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HomeMy WebLinkAboutPermit 6358 - Associated Grocers - Storage RacksPROPERTY OWNER Associated Grocers, Inc. PHONE 762 -2100 ADDRESS 3301 South Norfolk, Seattle, WA ZIP 98118 CONTRACTOR In house PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS USE ('ODE CO11A1'1_ IANCF ZIP FLOOR 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 TOTAL TYPE OF CONST.: UBC EDITION (year) 1988 SETBACKS: N._ S - E - W- FIRE PROTECTION: Detectors El Sprinklers ❑ ❑ WA U TILITY PERMITS REQUIRED? Yes ❑ BAR /LAND USE CONDITIONS? x No ❑ Yes (through Public Works) ❑x No ZONING: CONDITIONS (other than those noted on or attached to permit/plans) CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SIT BUILDIN3 PERMIT S CUOUS LOCATION) 3301 S Norfolk PROJECT NAME/TENANT ASSESSOR ACCOUNT # 032304 - 9024 -0 Associated Grocers TYPE OF New Building Addition Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill WORK: x❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Installation of rack for product storage. (POST WITH INSPECTION CARD AND PLANS IN A CON PI POST WITH INSPECTION CARD AND PLANS IN A CON PI BUILDING PERMIT FEE PLAN:CHECK FEE BUILDING SURCHARGE OTHER: • TOTAL 2 87.00 4.50 291 50. ( - ;1'z>4) PLAN CHECK NO.: 90 -491 J C 100,000.00 APPROVED FO ISSUANCE BY: I hereby certify that I have read and examined this permit arid 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 performan . of work. I am authorized to sign for and obtain this building permit. SIGNATURE: PRINT NAME: M // Fg2tv J.R BUILDING OFFICIAL DATE: /Z- _96 DATE: /2 - /' - 9O COMPANY / / �yzocear 4 G 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. CERTIFICATE OF ^ + 1 ^ DATE ISSUED: OCCUPANCY NO. Ulf-AMU PERMIT NO. CONTACTED ,�^ �tk ` DATE READY DATE NOTIFIED 2nd NOTIFICATION I 1, � 1 (� ! ``�� v ( -� J BY: - _ L (Init.)- J3 BY: (init.) PERMIT EXPIRES AMOUNT OWING Q qt l i , 5n 3RD NOTIFICATION BY: (init.) • BUILDINGIPERMIT APPLICATION TRACKING PLAN CHECK NUMBER 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 O SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. BUILDING - initial review 01 FIRE O PLANNING O PUBLIC WORKS O OTHER BUILDING - final review PROJECT NAME SITE ADDRESS REVIEW COMPLETED 11 -a%9 (ROUTED) 11- ?O-`1O 12 - d INIT: INIT: INIT: INIT: INIT: Cpl 0: 00 '90 12 - 10 -90 P\f5f3 O Ll ate r r)ci rs SUITE NO. 3D°) 5 Norfolk ZONING: CONSULTANT: Date Sent FIRE DEPT. LETTER DA D: REFERENCE FILE NOS.: 1IREMR FIRE PROTECTION: S • rinklers Detectors 1 2 — MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: 4 Wadt-chle • [1 Yes M No Date Approved - N/A INSPECTOR: s'I BAR/IAND USE CONDITIONS? [ )Yes E- W- UBC EDITION (year): 19 OWI7l SITE ADDRESS SUITE # 3301 South Norfolk VALUE OF CONSTRUCTION - $ $100,000 PPROJECT NAME/TENANT ssocia e rocers - Produce Rack ASSESSOR ACCOUNT # C) 3z3oy - go:-/- o TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: a Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Installation of rack for product storage BUILDING USE (office, warehouse, etc.) Warehouse NATURE OF BUSINESS: Wholesale G oce Distribution WILL THERE BE A CHANGE IN USE? No � Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building :, . , ;: . Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Associated Grocers, Inc. PHONE (206) 762 -2100 ADDRESS 3301 South Norfolk, Seattle, Washington ZIP 98118 CONTRACTOR I N i,SG PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APP( ICATION ll1U`; 1 f ?F FILI ED OUT COILiP( E TEL Y CERTIFY : T iµ ` CORRECT BUILDING OWNER SIGNATU OR AUTHORIZED AGENT PRINT NA CONTACT PERSON Marta Creswell Bill Berni ADDRESS 3301 South Norfolk BUILDIft PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE <`! PLAN CHECIC:FEE BUILDING. SURCHARGE OTHER TOTAL` • AMOUNT :: RCPT.a . : DATE 11 /20/90 PHONE (206) 764 -7810 CITY /ZIP Seattle /98118 Gryx\ nc ---1(00- ,-) PHONE (206) 764 -7420 APPLICATION SUBMITTAL In order to ensure t your applicatn 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. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES o7,O6,O COMMERCIAL :NEW .00111ENCUIL: IBUILLWNWA Completed building petrnit, applicatIOn' (One 10fit*oli Assessor .:.Aeopont Number . .......... .......... " ,:8rtictti $010:0)pat':+01ampad by,:*)*/.00110igtokO.410: Topogrhlcal survey Energy calculations sped by i Wuhfr engineer or architect ..oildnidneetingit;lateni splan StrUeeUrit dreynngs..-.' O iltampo4. by engineer (radi storage Wand orJ RESIDENTIAL ttiic a A NEW Elt4G " Completed biHiding permit applicaboo on. tot Ais�ls�rAccoun Two sets Nu. oi Building elevations (all views) • • 'Building cros - 1 - • gi • • ••• • p4ra■ .. .. Completed ubilty permit t° apPI r1.' • • " .. .'•'• • • Stita Energy Code data • • sets.of may ...................... •:.. , we (2) sets of plans which In SuiMng floor plan shown eflslon Tenant spao.tloot p lan euBMITTAL CHECKLIST el ta 01 proposed tanant space ••••••2 4.1000■040. perm ..• • • • ::*''''''''''.• :,,,, ''''' ,: ::: , ; , : ,,,, ' ,, ::::a:', , .::','; ; ;',.;::',. , ::::'',.:' , .':;:.i':::..,;..:!;:;: . „, „.„ ::::',.: ..,.........................,.................... . ..................... ................... ................... . i:I ........................ •::...........:.:,.. ::.........: ..',. . • • ..•........*.;00 J.N.:':" .•;.• .:. • • ...F.tg..41x . ..ioatitia ....„:.:..........• • • • • • „......: ...... .. .i.:..t!...(rtg 0. 0 . • - . .. . .. .. ...... .. ....... ....... ...................... . . ............ . . . ................ .................................. ANTE NPWMTEUJTE Building orals-section . 101 NOTE a nd### : submitte ::" • T NOTE A :OopjlicatiOi !efw Ian ft of ft* we: for 1410: ... oZ% CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE H (206) 433.1800 Carp L. 6anDusen, Mayor TO: Fl -Q.' e o - CE FROM: Sh.Q.A t Od -S DATE: o \ ) . € Q 10 SUBJECT: "\ a5 x �i In x � x O X of 1 Co x Q,5* x ILJ x X 10 0 X as D5 'o ►0 MEMORANDUM 00 11 loco 35o 5o 1 = (moo = 1 — 1, o15 (o = (- 1) Sap I t".) 6c-D esTCp• Ae“ sysr maw t1 F-t,EN ./CSSoc lL✓IP -n CI pa c. g-S 3� 8 ; 1 ; • I t ei 1/- i 1-� f s tag � c,g.v RECEIVED CITY OF TUKWILA NOV 2 9 1990 PERMIT CENTER ' r S TG fl�r� r SYSTEM S Et,F —GT I V 9.A-C4 S aOrzT E NTRY a'- 8 2',0 F�SSo'cj � c R.S B 040 Scac.a) 11— Zp — f 2 1 :TOCe S`tS7 C r v p.,uc s sL- t T Lac/ 0 HOrz.tzbo -r4L ST> r saMt . as 0 0 . c 3 I s .7s .1s" td 1 s- td �. sLl,'�'1Aorp L' /.4.4N4'LAOJEi G - R S - MfA�! N 0 pg-2T S rp.amt T11 = 0,11s A IOU 3 --- X SIz ()A a- 1 s. .4o R o TK- .__.,J is pr2-6p4-TI g. S . 3 - r 0485 s = I+7; a= 2 r= I•I3 2,6o t 111'0 C. 61: ∎ ` � ' G `y ►ts, u� p 4 13%7 �0 ( 4 , 0 NAL EN l/-se - t- o,O A= 0, 07503 +i «< - I n VI NO w MZM —WI 000 •100 11 $ nAn F STOR-A —G r s1'sr c3 (:45(7 Jt 2I-CkS IkA m p12-6?EFTt = CcIir') L6,c.1 J Cc Gk4 t 4- 0 S � p• 6ti E Rs AC r ,1 s 3 STR P 13a M SEE '•isGE. 17 (,► I?-oc etas .� _ o.o-ts" � l, ` \: ` 1 IAS1 / r/ t kl ti eto 0.p 13179 c. , ( 44 <ill . tzyy,... (i .,... 0,.._ . 7.,‘ ■ % '4 S10 NAL E. %%(' SMNrt14Gro C( • (? V CONESCrc S rop- .c c SYST SELECT1Vr IZ -A-GKS M la C F. \ T F t 2 -t 4 P (Stsl 1 G • LO4 t VJ(K 2y5 1.01.0 p'CAAL -tip' :PS•€.((C -e%Jr 3 (ct88 ugc t o ' f 4R h I sso r G (Ivckes) Lull (u -k 254 640 Iq2 440 2,S 1 2� 4 1.2$)e Its 2,21 /3 T s,601-16G-0 U— (S•-qb • CO LI) TIT PTO-WI- -EZ-1 - r 2 /3 v = P OMR, sF Gt s.=-1,s 'ta 23 - 3 ass., �= 3,03s 056,34 = 2.24 Gp C. �'' �is� I y l � ~ _ 0,3 =1 1 � � 1Y,ti5 y44 .. $ r YY wno LS/ : NF Y WW own g NIP• Gw_a ? ^RI 42 ; co,ir �c.a S `(- o f G► s r t_C C. ►'Jr-_. (550 - 66) ) c 440 I4.ao 7 , 46o 16 9% * ,L Sex E-D C� tcDG.Rs a 0 - . S E SIl F t, tz C '' S is"( ' " W = 0, o 5 sW = Dross xlo -.T. 0,55 k = ssa# �,..; = (3,07 TV = 0.01A 2•2-4)c 55 • = 66A (50 -sg'G) )( 320 16 &c, (5s) - q6, yc l6o l‘cre) Sa 540 c MP NA L-s N Q 11 -Is-go / / fir /�aor - w Via• i' /' , 11 .4 \Cr) CI S3 1 3 'I )9 O 4k ` �1 F 6'�. 6 ZO • f • C O ►3 c.o STOR.AG s gsT S te - TI vE RActcs I � . 2-7z# � J ` 4352 = S � S= A ( 16 I. ocl4-T D 777W 7yp, /dJ1 'OR 0 ? 1371, r'. {t 4"S " 1 /ON I; �''j� r r� CO L -UMN AX I/L FG,1= a s FED = S +21 r .5 /s N T I ti G-0 II - 5 -•o ANA LYa E Ay parr kfa�', o G�c.U! -fly s /-(-2 �, cv , .' smwr = 27z = /36 �1 2 7 2 4 / 3 tai _ Z = 2e S TO - vd 272 � : 253# 2 S7aRy = 2 is */77," 2 7 2 4 / 0 44 216 # C06,0 MIJ 11,0 I TS 4 51UN(_ /;a x ti - 4sn 3 2 "d s r-y 1s S7atz)( 20G C- . 5. ? v 2S3) Ci .y 274 ,c 6 `� = eE 32 - y C-cIRvaR MDMrNTS -1- 4 s7R = 43s7-- 3r ST2r T. 43SZf6 - la 1 . 44 2 /11 ` 1 S1aNr = GSri Bo 14481 rs(- starz7 = soct fit = 14121 r Rc� s FCC c q 5 �' z'? 34 f fr4 :qs fi zt8' t3d +3s3 _ GDt�1�.S STOP -A.61 SYST g�L�TIV� czet -CKS. / r. Uc Gz_ocg -Rs MuGTIPL -Y Au view Ns 13%r 2 Sea mem,Bea Pas/anti SA.airtaGo c, W- IJALAri!i t�- I °u If- Zo--Ro Sro cirg. s YSr Sr_ - Lr - .TIVg C MAX CAL 4RAVrrr c4A-PS - 1-oko PEA p4 T = 2 #* Ne Sof P4/ 7S PEI . P)/ 2 Go= 2 •r — ° = IT #/, 8A4 kuo-i4ars = w = _ 10 10 A X /A-L. is D 3/04' Biet 1-01b P it r,L-74I r s auTL Prert e► i.o..1 4 -i5 - c 3 s - 314 # /i 1/1/ \/ * V"v/• 2oo9,c -# 14115-11 _ # , ) 4= I'O49'- = 5 = 25 7 f co 3t - C. STO :,,E,. Cq E S `?5 T S GT I \ Iz- f dc : . Ptv FR1 co m. MAx A x(4-c. 14'Ab _ 1 004E At s g 9 y Cot 3 2. i1-¢ .7 = a 41 ss o c t/ -fish IwCERs. n e f = Q, 9g9 g13° psi oq (0048 / . D,gs3 .. = - a/ N /,oss Com60..x:2 57x4sse lOstid f 6 93 6 = 0 .87 < 1 ak 600 27a SC - /Jr E G- /- 4K A /ls-[. 1.441; _ loo48 46- /- )r ea C.. L1or? tsi 3 2. S N 7 2 ! 6" S' 473 A 1r 2 r =/, 6' GG g &3z - Stog J.," 1,73 loo4B t. 5o p5i ke 4o ^ 36 is 11 c ° J- 1 --Ls Fa - Iq,G q - A #)J/ , CIA A A, 1 nn I A et Q, gs.3 yn /. osr f = 0,6 x 4 so = 27, ary p s; = 22, zero p.2,; f / / J /4d /dJdr • V'? CI% C o �. icy» �,o � � S '9NAL tiN V ciirite.." = o., 6 K 4 - i = 'Z7, era GC, .1.SCb STO P-A G 5r - 5 at -acTl u P. 211A s p -ep-? srAP 13 55oc h7 -n D SIG Lt ,/-/ 2 S Cc 79 poruZ0/i7AL 57 - f-ur 8 - 13)(2 19,22.5 14 6.74 200 0,3s1 7174 et 1.44X MdM 24115# ->� S= o ,g9 3 ,� _ 24115 _2412BS f‘41' 61 ' ( 193 AY //sPazl` — S44 sN 8 b/I, 6 5712-Q T ISfJ MAX Mc/A-6 7'e',uSa = 24636+ /` ` 441 a4C ,fa:= G3o,-2 2 �4o s/ 1 az� 11 44, 1.-A 11..)a cg-A XJ /.1 Z A-14X AXIAL- ejP = 873 12 g- 1= `9.7 r 944 _ D,3S1 A = 0.2.25 h SH S i- r . I C 11.% J, f_ L. 4 / 0, del Fat = Gaul x 1,33 = 8273 >:740 Ok u . ,, e ? 0 4, y `C O/c tai s S � / O N AL � Or � j 4 0, 44 )( l ¢s , = V 9, 7o0 p-Je ' °k. GOe,t;7` r'-d STOC�AC s Sr r: -c T IUr t.p..cKS . C! UMI J f3�� 1- I /'t En Gr CLo L4 7 t �, b8 - s 1 mood .S R f' ' I��•� 1 , 1 1 , . rl" G. � O :..s / p N G � � a �t• "64 � s . NAl / / 17� i sa -rib, Go c,. 4 F 8832 I w/ 4 Ml /J 1b _P 1) U) FP-00T V l-o/D PER- pm-LET = 2Sad# PAX It °PRICOT is Tifft t-35" F12444 Afira_YS pop_ TYP • SELEctiV 1 z/ St DE EC-EV . r I £2.211 SO SMUTS S SOUAUE N •2.3/2 100 SHEETS 3 SOUAIE • 42.359 200 SMUTS 3 SOUAtE N /ZION /L •• 00 C GoIJr cro s -,. T c , / I ► - is*-10 7,E S( -/J MAY 4x /,4-. LOAD / 4 g 5 9 1 sec kola = 0832" 7 SN 7 L S oh e f — c, q A he f = a F53 � = /, BSS r ' 06 ' 32 e j3o (ni = 06 )1 4 fraa 0 , (Mt fttc 100¢8 _ 10 psi 0 1153 ._. 1114 _ 57 r f icir Fa e ),1 d / q3 o = O, a c 1,33 crL o rz 27a - d LAG, i c- #- A,/J /J� C sN /3 �- sH 8 • Vc AKA = 2 873 .8 41.K. ,Q= G 4,7 1-3 _ 0,3s, c a2ZS s: 0.434q' -frt.:- !7e/4 .. 774a psi o,2zv�' �. 27 era p4.4 6'.Q w , s r a = r a � X / . 3 3 2 > 7 7 J I 0 351 kdt,J C I - --- f ( (tiSPPeTlo7J c3/� X59 _ C3 X 4, / �tdX M : /69 SH 7 S = /,/ 16 = 16,3639p -,` 271e/n 4 /cam / kl? & p --t' , /TyP se /ecit rile , .mac G -P Ate S* r2 M• Nil**** MM** MMMR N040**N NNMN Novo NNN* wMNNMNMM pN ***NMgM11MNMM*M11 * **** ** �.1 N . '.L T' I:,:. ID I:3 "1' Lit 12. L • P t;j E) 1) 1.1 f : '1' Li C 3 N Y • ' L.: "1" . 1 3 I -i !1 N 1':3 PT N L:» 1 I .1 lis F4 Ei ** ** ** ** ** ** ***04IM N o m m oN M ** NN MNN M** *** **0** ** N ** * ** M *MM* **** ** * ** 3 COLD — FORMED PALLET FRAME SPECIFICATION 4 198, RMI STANDARD • • 0.115 T s 1.119 P • 0.953 . A he f • 1.000 Ax .e& • 1.731' rX • 1.404 IXKei • 1.154 `f • 0.989 S'r „e t • 1.e44 RAC • 1.218 f r +mot • 0.933 rtet • 1.350 ''j t ■ 1.062 :a- • 0.784 S� t • 0.703 sy ►u{ ■ 1.099 ( t • 1.055 Pilo. ■ 1.220xy, • 1.432 X►�t • 0.249 • 3.325 M -2.881 • 0.493D -02 • 3.202 ■ 0.183 • 3.560 • 1.661 Selectik, Flan, .75 \c; - t 1 epirtfAit ' -- ,�f# �c�o1� t+N Ob.S iC 4 F ei1 !1 ;; � ? C'1 OtldaNb iS 1141 •ee t 1 NO t it$31 J 133ds 1 - - A h6C'0 • 4 h6C•0 - XM PiniPY) C ' '! 14'alaS 11 .l. '';3 (,t .7,1 ,1.; X N 1'"1 hEC'0 • 600'0 • M0 80'0 • Zl CQ2 1 d {' CO•181C • 699 -- ox 801'1 • OM 99E •1•A 89C'0 • *aux EEE'0 • X 1-C2'0 • 1 tCE'0 0 A!! hh0'0 • a• 1 , 0 ,0'0 • A9 920'0 • lauAt 880'0 • At Q82'0 ■ 1 auAt! X01 •o - 1+�uxs 901 0- xs 9LO'0 • lauxs 6L0 - Xt Gee • o • aeuxti 222'0 • baud Cza•o • cgo'o • 90111 ± 1k d 03W864-0103 t X 1'1 sob** ****oa*N.NaN **44 la*iiits +FRNK+►NM .+a1 ms**A**ss* #4411AiF #NMA ****NMMh A :! ti 1 P J : .1' M -1 N "11 t:1 N I P »1 E) . 1 A N 40 W C3 C3 !;:t J. c, P1 Q Cl t-.1 s M 41114 0 1 04 0 1 N1 1 NM NNN N NNMNN N »IIN MNNNN NNMM IIN IIN N» N r M M NN 11 ' • • • • • I CLIENT U N I T E D S T E E L P R O D U C T S C O M P A N Y PRO3IXT NUMDER I ONE PIECE STEP BEAM (77) EAST ORANGE, NEW JERSEY. S E A M A N A L Y S I S I DEPTH OF THE BEAM, H • 4.185 STEP HEIGHT, HS .. 1.625 TOTAL WEIGHT OF CONNECTORS ■ 2.5 MINIMUM YIELD OF STEEL ■ 1 .3000 LENGTH OF BEAM • 4 3 THICKNESS OF MATERIAL a 0.08'S DEFLECTION CRITERIA L /V, V • 180 DATE I MOMENT OF INERTIA • SECT 10t' MODULUS ALLOWABLE DEFLECTION ACCORDING TU RMI■ ALLOWABLE DEFLECTION a ACTUAL MAXIMUM BEAM I ELECTION • CAPACITY PER PAIR (STRESS GOVERN) r CAPACITY PER PAIR (DEFLECTION GOVERN). RATED CAPACITY PER BEAM PAIR CR055 SECTIONAL AREA WEIGHT PER BEAM SALES ENGINEER t 1.625 - @.500 ANALYSIS RESULTS (IN ACCORDANCE WITH 1909 RM1 SPECS. • INCHES INCHES LBS INCHES INCHES 2.16/ 0.993 0.517 0.517 0.425 5196 6312 5196 1.051 30.9 1 IN "4 IN "3 INCHES INCHES INCHES LAS LOS Clap IN''S LOG • 4 1966 A161'SPEC6, col.; c6U STOIrtcF S pp!!)F 1 :GAS (3 5 bP 5/Nl) 0 RECEIVED CITY OF TUKWII A NOV 2 8 1990 PERMIT CENTER , 1 A-Ss ocf47 I) G.t-'C''( s „8 J I-42 = s» e S PY . A/Jr/I r C -r,i, 14 keel c I 8 ;? r 6 IJ IF re CA Ire) Pi GF ply rvr-_1» RfllClc • r4 P r3 g FR o p !2.T i s -- GP>LUMti D S Slf 14 -MA Gov r6 GE C jL d a try 31'+ 16. SJT CZD t-4 chual CRAP NEL S S5 sy 17 . av ERN '6b c Ili l 4�z -r= 0,075m A -7 o ,o7s= ©.54 Ara CJ RQtL L3 k3.4S C�.. RAIL So PP (3M Ott s. t1 I S t.e,2kcfi vt rock T= o,a ?5 C4(5 ) +. 2, x 1,5 � o.°is . ?;2� - = (, •. (.. 7 = 0,74 212 6.14s T = O, I gg A = 2131 344 r , , L J4 44 Jti V- 4 ne) 5 deer s( i ? e S 1- '16 2 ,62 '`r © aC.� �� t o ' . a: :6-:.:S',ONAL °Asci—\71114/4:/) ' •f: CO,JEtau arc,: :,C Su: rirl4s Ppr• . il) Iz��KS c-R-1 gR (4- Lo,e. c) 2sa04 I ✓.c x c1S' /- (c /.�.E " U Gc 1985 SEISMIC LL 4t LEV V1 Clc-1 ps) (n( ar) (�1 312 rd 2,424 5 234- tl'lo 2hcl S ISM - lad) lsf �g 3Ro 'Mu L (S .2-54o 31fTs 4 / ) V _ rl CVV w 05s T c 3 T Rw c4 0,03S" S t o TQ b 23 -5 312 O, b�S (317-) , = 2(, c � 25$ I•S 2,6 red A 4 Dec+ (3 q S deep Sim) 5 4.0 -t x:1 C / {/a /J /G�!J • 250s* -rep on - FRAM_ i +''sad C.AA'' of VI AS69 'Y k k VP lc' \ .&'QN AL - s' 11 � 'I'ivss I /N l[ 20 -47 f PO re.; AsoCf4rEb Grin CET? s • U sa S4 4R- V - () , c1 ) C 011 IV - d.DSA 6 = D, 0S 7 ( i s F (15 (3-7) ° ( -(3j) 1110 234o (15-0 rat ,( 'l 8 0 F C7s--0 SR° 2346 3 #' gam 5�6J�1/sG -c C � ti�Qi�g I-0 4 r 11=1� —Qn 0 F,-U = o, 0-1 TV o, 67 ) 4 2.6 30� �r WW 000 Nyy Nyy WWW WWW SI2 000 NNy �M4a yell fir,h } Carr s cv s•r, r, P° l c . ay . 4 yep C 3 S Deep Sliy►) h=3/2" L` s/ !' T = ZS3 = 1 , 71 _ i !. 21 i3/2 3.5.7 L 2 ►s3 Sli r F P /37 3/2 5 -* 3 S , h 2 N2 3/2 3/v (f 6 :'/- a e2 -ra3rZ C 3 ; 3 Po.' ( < — 3 , e /37 +( , (3 o( + 5;, ,57 6),t =22, 2 "C 22 i y Z A A 4 - C/37 74,3/2 — 20z) M -o . 32,7 ai;= 1.1 I , � III7 4 = 11170 .� ('2L 1.6 Z02.) "‹. 1117 6 10201 = —M AY. 5 /,, /J r //. 4.0 C, ,('! /.4 /J:/ rl- l -6 -1 137 t5 307 t -, 5 • s; . �. • • ni 13' /Y9 5) F � 15 TE '' ck t ' J ss � QIVAL E.1 d � / /O 2349 18 5 WWQ 000 WWw v,00 ;2%; ervn GO/Jc c. ( 47 - 04A6 , - 4y61-- sr■ D/LIU - (fJ • RAC 5 � ASS °C /�d 7h G;� �GC/� f it -/e-f) o'rz P=367 Q = Z34 6 = 7 ` A' 735 _4 set Ai a 4. = 5,5 a b 7k. //32 L I �J 6 rz.e 22 (/ = _ 23(i S" 312, c ppb / f E 4- G- of 3G7 7< 2 (/ f G,ZS f -4,2 S7) h 2 N 3/2 2 x5,s7 C P " • 3 7 & 2 3 4 4 7 0 g 417C S 7< 3, . 7 = 43 /7 Z h 2 /Jt 312, 2 7 S 1 7 3 Pa_ a�� 3 2. 1•J — Peep (- s deep sign) h 3/2. 3 1 ‹ 367 7 234 >c 0,75-7( 3,57 1476 N 1 _ -c/ - ( ' c3 - 34Sz! - (167 x 23y fg70) _2b563 /! 2 X13 -- CZ 4- 3 _ - 4 lag Z �ss3 ` P .1_ c— / + . 3P�7 r"- 23 < H . ? 4- p,25 265-01) _ c h 312 M b = — 3 4 t ( -- 7 — ' - 1247o): ` 9r G - - 1 1317 — 1247 - 0 ,75' 055 3) CO Pr sca S7611444Ca- YJ7 bk /UE - s F rz P= ga ISM 6 = .f5 /44. Ae - ZS''G Z 1- 3z e FR , d S So c T -tr)- 4 d ee p 5 deep s'rk _In 2, 5"1 - /C _ a, S 312 N a ` 2S z / f 0,..c 0,1 312 z X5, 5 7 us >c(3" G,5 ,c 3,s7 '3 z-e s ,c /rt )4 o, S ,( 3, s7 2 y- 2 ST ►yl _ 2p 574 / )( at 1 - O, s t - �6 e e 6 �� 3/z -47 /S t ( s ray: 1,04744-6 c,'tta 0.4?-4,vu - 47 7 32 Z-4 47/2 - ur /s7- 3e ) - /6cF6.0 z G:S ct w � a 11 co 0.4scei 47 AA G 4' S a lUF - 1/- MMAck S tog. P = 1 z 23% 5 �1 23 4 5 a. G - ` b z3U - 0, 7S t0 RY,' Assoc, cr-2o '4/4a-9 c, 1 - 19- 90 4" 4 deep. ( de son) Si - ��_ !02.747e,123y 0,75 f Cl/ 7s" 3,s 3 2 74 5,5 /02-7(7g-74.2-35t 0,25 3,5l z s, 3/z 3 ,( /a 2 7( 7,e- 0, 24' 3, S' 7 2 2- a 2- 237 ¢ 7 s- - 478 4- 47 s - 237/ 478 MA p /6 2 74 7 6 7 Z `I 4_ 4,75-iC (...5-7q) 4._ 0 24-(-3 ) il `A` 312 1 1/— - 237/ t (iz7 - 475-) - /( b Z 47t _ -9C3 M 'fie- tblPEI) sT/L ---s s' 3.7 al • _ /f /7 - 24n3 r3 t lit _ — /024.2 171r1 �i 3 �lv t- / sbb = - 322�1 2 k _I C � 9 1100' t /9 s - 74 15-3 = 3qu .7,1- 3, i k '' f Mho. Y tu `( -p1' r' ? f /? 7 Si f-- S- 17 9 des!c,iJ 1=R ceLDm/J Cif a rJw(Tr teat — P hlox .= 37 = 70 5 k b ;, Z4 s Z ° l 23, f esi 23,9 = /46 21 P l e 0 - S k7y _ (,o qV? au � z 1,011 , batic 33 ork :94?<;¢f= 27 1 fel gis GQ G -- ti $ r f ' ; �1 0 6 { Co/if:5 , $7i(?-.45 �Ys7; ;R lv. -//J C4 r As' so 0, -,' e ,t S 11 - -q0 3 4 beep 5/01) /l , SUBJECT r '-' - �-. �, _ ' • -,- - • 0- r,5 0 r A7 713 f l 7 74:74z o►. 4 shdric S ■ ■ ,, ■ — ■ �., 22 -57 ' ■■ ■ 1 -�1 Q� ■■ L .(' .T = I F I ■ 2, s; ■ 01 ■ _If S r■� ■■ • ©' =- P ■ �s ■ 5 .� 2# = Eat r 0 al d a 115E- ■ II 1JF_V ■■ ■ 2 ; 0 ., ■ M• o c ■■■ ■■ ■■ ■■ ■ • 1 1 ■ ■ ■ ■■ klr �� a • fr ill \ gill mi l., •; • �v- ■ ■■ ■■ ■ ' e, WAIIII ��1 ■ ■■ -■ , ' O �F: ■ ■ OM L1! ■■■■ ■ ■■■ I ■ ■ Qo 1 ■■■ BSI 947 By i Nw" ` CHKD. BY DATE CLIENT . CC,/j sce DATE / /- fcC 90 PROJECT ASSOC Gr'I-e Gfi. RS SHEET OF DEPT. OFS NO. NO i *1 600J S70 RA44.fi . SysT fok- SAS OC bLIUE - )/J T.ACK5 te- 2 DazF (3,4 S dee p SE- 5(M-3 ac.Y E r tY 1 I E7N CDC: 14P-0,2 1✓4 co 4. 4 S7'ari,' — 12 — :48s = 222 = 325 3rd 11 _ 137 i z 2hd if _ 1374'30 7 . 1 L249 sf tI _137 +3o7f20 rt(aZ : 37s z cesc. m ead emrS 3 rd 2 1st 1t = 37-T it- 76 k tr4Drk #4 -i.'a s • srCRr c 1 420 3rd 11 N 22.7. 78 /1, 11 r- 3z5 /- 7 & /'z. g4s Nor 2'10 v. 2416 +865 =113 161 f12.473 21333 ,e O C E/z S 137 ---� ( w J L4 �u Sr_ 307 _4 S 102 -_i. c A- 68, s 1.4 70 '2 -113 fr‘s e V22 325 37s 5.41-)7/1+6 C, / / ) c ' f l / - / fit -9 5 II 2.470 --� 2470 7470- -� gist sr. I Ge -r 2!333 12475 lu7r 1247r z,3 W z73o / 144? - t 1442-r P(bptE BRAI4E S= 132$ r N • • • coil e, s o -/ cQ• crYS 7 1)2 /U - //J ,z:, 6 /L ; ¢�S S.3c C teeCEOZS For_ 2 be. P (3 3 deep s{141 ) • , '(T ( Pku-E --1 L[D6D C?$Mr — 2 S - u lrha/ ?EF- ftz-(4-iE pErL c�.ur-4, = 27 2.7111) = 1,0 4 pFz Iz -4 #-I = s 3 Ozer S4t t v l -ax Get. Poy 1 47° g 144x 4(rLbE2, 1.01 W?t 1 f ea rr- = 3. / 4)( eo C. 4/4 f,-ce Imo! -,J C-01-014,0 O Cr2la -u! !r- f (,e• D = .1 7< 2, r 7 s 4 =4,0//' 2 =7 w r "F D. l4i e S = 170 3 / 7 s7...1. 21 = 1,67 = /� 7� # . r‹ 1 <67 = 6 1116 " ,c 7 -73 N7-37 = ltle ?es/ P 5; ( _._. 37 = z s7qel ► , 4 Z7 ("Tr Qi 703 ' M-JT /A- C 44,V/4,4.406; 11 -1 S- -90 . , f � k• = 11 - 7723 t*5 ! r( 0,6 74 ¢ren = 27, oat► i 1 f 77 = 0 .l6 4 < 1,33 a /c. 21 G7'U 2 1 w� o = 2533* kf Gk 4 7 - X /.33 = • Ca,.J Z0,0 srar4 A P/S7 S — /,j g. eks ee, .P A 13779 O 4, 1‘ '1/4 Ai L . \A s if°' . y .r ,, sa>. �� /1— za -4o PoE; Assaf eCEAs ,3 y s 07 6-0 ,44 Q y COii‘s; O 5 '70/ 4-a` S r ba-/u F ?LA k( r 614 BS-. 1 1` 3 I ¢ 6,c-6y pd ,; ©k 2 z .G Assoc GcEfizs gs 1 , 4 4 kt.) IIos7 Z-2 o e -& 2 So o 74. 3 F 20 / Uw fro/ ` Q 9 k3 < . A1= 5 3 Z . = ag "4. t - 7 e t w o r c A ,JNg L. .1Y1 = 3 sl 47,16-e O k 0,29 163 r ex,_-_ 7,160 1-- —.ft tm t 1A e, ,U,,G 0 A G a /J /, - 0 9720 J rJlsev : 7z Rdgit Gr sys7 2 4ssc P-O cgg• s Die/U5 - //J 4Ck' /?4x , 4ail = 37 7 1- ILI— = Z2-36e 1/— Pic (L- r c. Zz3Ga = 29421 27 r X f,3 3 = 3S,d7l0 pos' cP kk p Zroa /Z ,( 3 x t- I 2 X .14C` .2(7r 015' -- O, ($ 4 0 ►34 = 1t, D2. 6 o,s - JO 7 1. 24r 7 = ( 3+2. -x / 1 2. gY s410 7`// a C', /4,41v tiG ,a i / / -4- , yv fffl�'r "oC ... fp/I . k ,d� /�(CJi = 2 - 1 3153 � x 2 2530 ig/82 f� -# 3 Rnb 2 610 3 4 2 0 - ro 6'170,3 7 / 33 ,� ?to p-0-7' -{- 27z-2 , 14 r7( se* .4- 37( ,Iyroc, �q // (1 } ,i;yI J . /0 � Nta lr �„ J AL X 14 7 �+Y�.:; -'eras 0 _ z _ 240 /1, 24 >` 4e._71t" -* ft- �--- /x'79 Ck, 0. 4u( OA /L ga PPSlr 134'1 c c, »> mum ., Mhh N NN EW III NOVI 000 600 —~ FAR elm; �nA ryfVh Co/JF_S S 7zi E -I4J , /2/cs 4 #-,0 • F � soe , ar-R 4 4 14 by , sa 4-ere) A),4 ij c A. J Q // -/-r f Sti 4042-7 - 302/4 2 L .Ft ,. t 0 rec . 3 375 # T 3a214 - 37SD 3 — 474i <7z76 4 11 COUG Se-4/3 (A/ 0¢ (2- TO 40o o psi t e).@ sue.SEXTsp, f; BY SIV kap.etav CHKD, BY CUENT PROJECT SUBJECT DATE CAI- DATE II A-ssoc orp cg-Ps ppewA p_Actts SHEET 1S6 OF DEPT. OFS NO,, NO. I I 1 I 1 I L II 1 - -4 I I I 1 - II I I 1 - - , 1 I - - - b - - b I I. Iii a a cT,o _,...pliiiii . II • • 1 I L 1. Lid 9 9 1 I 1 . 1 I OW I ..1 1 .t1 11 R a pt ; ` r 1 1 11 O q1 I diiiii ' ..Pd 4 ' II i 1 i i il 1 11 i • IN /fl 1 Qc t a ►! _ 111 I III 1 E P REZ 6 Ell 0 1111 k , ,tii i 6 ' ' 4 m mai E EN I MO/ I I 1 1J c co 0 . 11 . . , itter , I I a 0 - c 0 7 7 - c r 11 s- I 1 -7 id i I • I III 4 6 111 i i " " 0 _ _�1 j it 0 , — — 581 9-87 SIV kap.etav CHKD, BY CUENT PROJECT SUBJECT DATE CAI- DATE II A-ssoc orp cg-Ps ppewA p_Actts SHEET 1S6 OF DEPT. OFS NO,, NO. ** MffMMMNNM********* M* MNM. NNNMN* NMm*** 0*N M * MMMNNMNMMNNN *MNN*MMM4►NMMNM4IM tJ N ? ' r tc: 1.) C) 1:) l./ C:: ' "1" t.; a 0.115 ■ 1.176 net - 1.011 Xn*t • 1.057 X • 2.977 Xn*t • 2.530 X ■ 1.409 Knot • 1.265 y X • 1.591 Knot • 1.547 Met • 1.011 V s 1.088 Mitt • 0.911 V • 0.733 Vn.t • 0.687 V • 0.962 Vn.t • 0.949 • 0.959 let ■ 1.116 I ts ■ 0.377 1 • 3.030 ■ -2.392 • 0.5180 -02 ■ 3.127 • 0.183 ■ 5.603 ■ 1.433 C 7 A V3 ' N I. W * * * MN M N * * N MiMM NNY MM M M M e* * *M* **R *NM * *** *** * ******* ** * * *** 2.5 COLD - FORMED PALLET FRAME SPECIFICATION t 19 ©0 RMI STANDARD Qr �ve�. n . 4146 Prdnv, I, 'r 1:- 1:.. 1.., L.: 1:) M 1•-' r N Y 1.'7 .14 /'ti N :J L..: r •t 1:43 r1 cot, OA PaoPagriFS = 2,c Pa.op,Op. Id MMMM IlM IFMM/ fM MNMNMMMMMM M********MM MMMMMMMMMMMMMMMM11MOMMMMMMMNMM **41MMM t. N '1 T • 0.065 A ■ 0.290 Anet • 0.290 AXnet • 0.290 IX = 0.192 !Knot • 0.192 6X • 0.192 9Xne0 • 0.192 RX • 0.014 RXnet • 0.614 AYnwt • 0.290 - IY a 0.056 IYnet .• 0.056 SY • 0.052 SYn•t • 0.052 RY • 0.438 RYnet • 0.438 X • 0.396 Xnet • 0.364 Beta •,0.452 Re • 1.375 X0 8-1.016 3 • 0.409D -03 j • 1.703 A • 0.158 Cw • -.010 • 0.626 T1.. t"' r n A lJ c - r 113 C C.1 M r' H. N. Y , H 1=+ r. C.) I ON N C) 1. - N W :J I. H £:i t-: Y M1t MMMMMM MMMM t1MMMMM MMMMMMMMMMMMM I.MMMMMMMMM MMMMMMMMMMMMM'MMMMMMM'MMMMMMII* 2 X 1.5 COLD- FORMED W .-LCT,P0AME ,SPECIFICATION 1980 RMI STANDARD, ra -achy CAdnn "1 1.: 1.7. 1... 0. I ...._,,....,C..,.....IOC evms USP MINT ....r•o .srwv fit_ TI flaommOt 90a Tarat Clot wOPIIIT+ NT WAVED IM IL MOD_ 91SL � 090 199919. a9. + � voNATIOTIta Miff R M+ names- am at wawa ova MON- CO- 'G"��O�N .� a` -29 3 t sPK. as aWr � �. 10001999C1 Boa p.rao•�� s ii°""" �.�out.�. s 4 - STORAGE RACK SECTION 111C. Per STANDARD diem UNITED STEEL PROD. STdu•E SYSTEMS a ASP NO. 38926 OD .v* sat 11111aiwtt gat 0111■10016 Mat 11111111MINK A! * ammo ..,,c.Is.w s : MIODUCII UMW .G is T ORAGE RACK ALL ASSEMBLY- OVERHEAD TIE TO COLUMN OLIJU N •08232 ISBrisrmismonim■surearipmsensosimmiwimullINIM111111111111Mmilial1.111•111111111.1111111., .; '' ' o i s O 'O 0 4. PO; 1 l j 1 L 2 i ............. a. 0 i d % k z , II w ,. 1.. a t t; 1....' g " 4. 1 41 1 1 ‘i* 'II Ps ik l'A' • STANbARD EAR 0 0 i�a�r+r��wrrc�as s1•111. VV SOLT 111111111111111 ._.r..t l asomen MOM wia11u►MNG ells MORI 11111111 warstr IN Mi11iP SM. lip . NIEWAIK, M. O. AND WILL MT at lPN& wo1011AM. w11110RAIO at M AM► WANK NM IOW rat ASK UM a w i MOD. ca NNW Viin NUT vi:171 O ..- STAVIOARD EAR 0 O •' UNITED STEEL PROD. $TORAQE SYSTEMS REF 10 4 -SO41 a. "121.-n NONE I I G.P. r . 1.,,:), a. war .ILIMAwar .ea 0111111111104 vas w1INSs ss DR,�UE its V -liSTALLATION RAU. gr 4 O Oil M 46.4154" MICN STEP 93 if *An 11 3O 83 ONE r Aff .D MOT SCALE TOLtOW1tI OUR INMPONSPIS loam INTNOWISI WKIFIED ti * u negG O ENA I MA[*L Z OKWIL * 1 MOMIN illw.eff Panows WEwsssR•orworm fR8 •IEO E a E _ rK 111 MK OWL NW OE WINCED. MOOUCT Wr We' wAfre'Ew al M"'lie SeaL moo_ OD STO RACK ALL tilinilligli aricalsom BEAM = "wire MRS SN Eri Loci 1 WIMPS I UNITED STEEL PROD. STORAGE SYSTEMS r 'O r WCTION slat. NO NO.7'gZ.5a9.? T All w$ N wM/rC4Y NOTl. THIS DAAWING tea PAWNt1 If TM PROMO 0/ N MIL U ►AQO NIWAUK, N. AND %NALL NO�/ � TAACID, PNO OGA* NAO, PNO ?O%TATI6, a A /IAOOVCIO l p A�NY AIIANNIA, NO1 MAID WA ANY $ QN 00! WN110 STOOL MOOTCO,wA1TtIN ItAMIt• CWTOMIA • IWU M A , 0 01P111 ' 0 01$1146040 1 1111 P8F14.134 . ' ' , ,• : .., : •• ;' ; • • • P8F38.214' • : : • : : : , ,•;;:! •; Pf►P ' '': '. . ' ' • ; �'' ' : ; .. , E.:. Pt8Fi2 ;4. -- / PEF68.414 r r :=:: - . - -= : -. • , : ....:•. -': .-:-.••• ....: - :. i ii i ... •-•.: . ...: t --f .:, ,, , =:- ,: • ;: !;:* : :" :ti".•;••.:.;..V -• ;; "' " ' P3034.414 • PSF3d•a34 P034.514• . F8F3A -814 • • ••- �'' — - - .:::--- ' • :.; ii;--: -.- . . .... _ . :... _ [ a:-:•••:'....:1_ - .•••• • • •-.7 -,2; ): r.7 • .: ,,-,- 7 , -, - , :z• ,", g. -..-- .;-itl•-,3-'3= ?MAD LENt)TM •1/4•40 x 1.3/4' '3/4" ' • 114 "••201:2.1/.4'• 3/4" 1/4 "•220 x 3.1/4' 1.1/4 34'416 x 2••1/4' 1.1/8" 34'710 x 3" ' • • 1.1/8" 34%16 x 3.3/4' 1.1/8' 3/6`- 16x:!, 1.112" 1I2 13 x 2.3/4' 1.1/4' • 3'711 4 /3 .1 T 4".4 ■f x , /4".. I.t!4" 1/P'•.13 x 7' 1.114' 5/8' -1l x 3.1/2` 1.112": 3/8' -11 x,4.1/4' 1.14" • S /V- 11x6 "•.' _ 1.112" 5/13'• 11 A 6" ' • 1.112 5/8' -I1 x 7' • 1.1/2" 519". 11• s 6.1rj" 1.1/2" 314 " -•1C x 4.114' 1.1/2" 314'.10 A 4.311" 1.1.2'. 314 ".10x6.1/4' 1.1/2' 3/4'40 x lr- 1/4 "' 1. 11;x' 3/4 "•- 104:7" :• • 1.1/2" 3/4•10 x , 8.112' i.1/2" 3/4 "•14 x . 10'.'• )•112'" 7/4"N8 x 6" • . 2.1/4" 718'.9 A r "' via 7/8 " -o x 1cc.' 2.114" 11.11x7'.' 2. 114' 1' •0 x 10' 2.1/4" 1.1/4' -7X8"' 3.114" 1'1/4 ".7.x 12' 3.1/4' : 1/4' x 2" (WfAE f- tANGEA)1 k CA b$3.00 1610E0. W.7IMATI . uLTlslltTC NGMU4 OdPTM 100 111,C LOAD sxcio LOAb P 4.134 . i 1y" 166016s. 11 PA 4.214 P81-314 3' . 3615165 - P830414'1 1.112" 27601G4. 3380 9836 .T 1 ' ' P836.5st 2'54° tv•Uas00• -, - 6612 ;r1� 1`, 4(173 "i.. K.4$t0sgC;r: ai:0ibti. Kr:2. n4.1 11670ms um PR12.71 PG58.312' PBS8414t 2.3)4" Y76Olcs 1350010s, P658.5'1 PA58•G1 , P>368.7'1 4.316' IVA) Ito • - P558 .812 • PS :34.4!4 P534.4341 3.14" 1230410 217501156, P634.5141 P1334 .414't P834.77 P834.812"t 4'1/24 196'4 i" . - PE34 P 167SGIas, 200C0tbs, P8 76. t0 • 5.1;2' 24000106. z+• P01.7 4.1/2' 23000 Its 300 1bs, P61.10 0+' 28803 tb6 PM 14.0 35040 too. 0:40 1 04 Pat 14.12 6.1! 431;0010i, 1111011111 '_ . • DIMENSIONS AND \"GRADE 5" TEST DATA SPS IFICATION$ 39 CONESCO SERTTLE 206 7633061 SOLT P�pEC1FICATIONS1 " ''4i 'pi 6 0 1:•1 rhro. ;t1 s? Al PS1MAt* Not !twine ti+•e' 4420 O+es• ' 'MK%I'tIB 17 , 114ufros:pf ?ili ) . U,A 1t. C..cc ' 6 NW:M.a. AA,,!Welt► Ski 4.4?6 Gress y Vt•td • GICpo 1' 1P674.4,fnrpupn X9114 I2! Sr+oe+tlaa '',•r;;. .4W.dtan1 f mu? nW)1, .14n, vtaaa 6 4 6 14 4141000 '01600 (0:1 6104) 15 0.41 Pnytrctw i••y moul4 " • SPi 4429. Moat 2149 6411.1'0.4 Swot vacs) Au Si ly_4 ti a 444wusaMafupr „1(104140) AA' IVO*3* 1•YiWM3PQC+ f1 9 46, G.400U 10.0 a, Opus I CU $PE.CIFICAT)O,,9: fib 141•1 eKe1) Nst fyAo 341 • • • �. i T , .. ..... ;.:.:. • .... ,,, ..,.,R , .-77.--...... , .., " ,.....„.....„... . .. .. . . . ...„. D '' " GRADE 2 TEST DATA + ; :.1 0x500 PSI.CONCRTE, •''I `,,., • AGAto+otl 'Cis. Appr144 4t vo+w:lwr xof wrt ••ioo) • • I!• , 1'I.00110 SPECI1 ;ICATAINSS 2,11 wa,u, ^-) ASTM 6139 fypo ttl $C1 fva• ' 4, O 0,4114: it lstoc+wo aloe) A4SM 4464 :. • " +4o 4nol,•$ Ow ,Ntuu•914,0rr014.4;4 ' • 1' 3T DATA; Ti 9 moo* (tats lLo• .45141•111114 it) «c'e Cohtl Ill Ni +r 17! u.'4 (' fl151114 npp+ape,0 ' 4,11coa ouohyl• 411 days :, yltba "to vltwt» Ne ✓awn 1061. • 0444 *0 v01•6 kW, wo1140 erwe.lwullymy;. • t • r � My Ono iii110 don! ( r P S Wth 1441016 41 91 01910 stre wtn, 9416 0010, pittladmort dopIR.441tlOr0AN•• :'I tnptwlett0n. GI0no111 •>lr WOK6 tqr /fIN 1t16g6N r w40Y Woo Uete►M4:f;WWtAintlt{ 1Qpd6./01 ”;•• +la c8014, t II ∎•0 �nroaw0 011114114 �d�,a1 txx0Xone Do turbo RJ1 W pdsi1i'i . t>•I s y 6 ,; f Nos*P!041J{l1*** 1� 11.# : •t " trt 1 4 1 . � . '` . j f v lAW1B0L1 Cat iziemttAOnOt4N4•1 ; :' • .494 41443.1 /des hall 11x *Aso p1(ltlWilelfr i • 11Mteida•CiriSms owns 41 014441AI'aylllt1l11;1 ,/; /r_• • 1 awl"? y►tulH /W I 1 : . ri a • b• • • .., ,,T' :+ .:1.1.1 t;j ' :'" ya x em0af0» ia 0. Uien0 •4440∎001 • ;, ✓ dean* AO 1•90(44 ∎10.4466L• los topt.i ; ': •• • 611 Vn ux.l+lr+tK to tapo %M? W atkc!.rp41iM+ �'.' j .. ,. ,'i : : "� r '.t,. .. r•'e.4':.' +• 1'11: :. .:•. . P . 2; i PROJECT: ' C . C r cszAS PERMIT NO. 3S?S SITE ADDRESS: t\ r w DATE CALLED: DATE WANTED: P.m. - TYPE OF INSPECTION: L (.1 Q-.,..- 1 � — ' REQUESTER: SPECIAL INSTRUCTIONS: PHONE NO.: INSPECTION RESULTS /COMMENTS: i INSPECTOR: .-- DATE: /(1�-- — 1 ) 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 WLkf.++ stslwas, ��sti ?i�*_iru,�DN.�mu�m;if!sun�?;:M rz:��crkmttrraa *t»ca, sncwcmr ,wow•.,..ru.• „w+..,,......��, maws, roFtvjY .m c.�;e��erw�Ftix... INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: i,,r, j , IOW' /' i ° I_ _ .L PERMIT NO. r J SITE ADDRESS: ♦ S. ;;�� •4L �-�� I TYPE OF INSPECTION: / G t DATE CALLED: 4- / - DATE WANTED: - " - SPECIAL INSTRUCTIONS: F REQUESTER: "P PHONE NO.: 7b 4 - ' 7 7 5 INSPECTION RESULTS /COMMENTS: -�" INSPECTOR: �, — i/Cr�f .L -p�, DATE: 1 --/-- -tom 1 .9 14 Y1Nk`:ti4tIVV11." *Iff{'.(4".MfUW A +00Att.IVS64.... i+ 'IAtiNN!"M,h10,t.:.0,o.n4uJr414 a.w. A.. 41x lr �n-. rwtn. rt+. nni. urwJ• �w. vY"+' w. GKarwvr..: nttNrr: aln: P l:. �Nii: s` WNk• Mt< 1. CwRV1h: 1U:f l: NVivt✓ Lx .rx.YJ,iAro ✓.Y`.t:.xv eAt AVr .Y11 , 2 CITY OF TUUwru Dept. of Community Development - Building Division Phone: (206) 431 -3670 {V INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #90 -491: Associated Grocers 3301 S Norfolk THE FOLLOWING COMMENTS APPLY TO AND BECOME / P _ T O THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER coJ 1. No changes will be made to the plans unless approved by the Engineer 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)! (206) 4334800 Gary L. VanDnsen, 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 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3301 S Norfolk BUILDING PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. DATE ISSUED: I a 13 Co SUITE NO.: I PROJECT: Associated Grocers CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE 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 - Aftpr framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventiation points dear. 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 can often eliminate problems, delays and misunderstandings as the projed progresses. WWI 1 - X" REQUIRED INSPECTIONS 1 Footings r 3 2 Foundation Slab and/or Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 r 12 13 1 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 117 BUILDING FINAL PLAN CHECK NUMBER qo -4q PROJECT: 0 0 0 0 0 0 11 11 1� 16 20 21 __act( OreQ. THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS 4N3Eq TUKWILA BUILDING PERMIT NUMBER (,t') No changes will be made to the plans unless approved by the ww ArlretTR and the Tukwila Building Division. ENGINF_t;..l . Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (294. 4732). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical wcri will oe inspected by that agency (872-43431. All mechanical work shall be under separate permit through the City of Tukwila. yts 2) All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 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. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by N.A.B.O. certified welder and special inspected (Sec. 30b, UBC). 0 All high- strength bolting to be special inspected (Sec. 304, UBC). l0 Any new ceiling grid and light fisture installation is required to meet lateral bracing requirements for Seismic lone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment is required. Engi d truss drawings and calculations shalt be on site and available to the building inspector for inspection purposes. Documents shall boar the seal and signature of a Washington State Professional Engineer. Any exposed Insulations backing satirist to have floss Spread Rating of 27 or less, and material shall bear identification showing the fire performance rating thereof. 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.). A stet cent from the roofing contractor verifying fire retaroancy of roof wall be required prior to final inspection (see attached procedure). V�✓ All construction to be done in conformance with approved plans and vvvv✓���✓✓✓ requirements of the Uniform Building Code All food preparation establishments suet 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, 294 -4787, 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 sot of plans approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 23. 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. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. All spray applied fireproofing as required by U.I.C. Standard No, 43 -8, 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.B.C. Section 306 (a) 7. 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. City Cr Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control Number 90 -491 (512) Re: Associated Grocers - 3301 South Norfolk Dear Sir: Yours truly, 54e The Tukwila Fire Prevention Burea cc: T.F.D. file ncd Gary L. VanDusen, Mayor December 4, 1990 The attached set of building plans have been reviewed by The. Fire Prevention Bureau and are acceptable with the following concerns: 1. The storage rack system submitted indicates rack . shelving in some places up to 16' in width with no flue spaces. Per N.F.P.A. 231C flue spaces are required every 4' to 6' unless in -rack sprinklers are provided, in which case 15' is the maximum width of shelving. Storage of high -piled combustible stock on racks in excess of 12' requires a high -piled storage permit. An application is included. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. NOV 29 '90 12 :45 ATA DEPARTMENT 14) S -14 OVERHEAD RACKS - 3 ROWS, 2 -12' BAYS EACH WITH WIRE DECK ,kQF MATERIALS 9 - F35 -43264 CANTLEG UPRIGHTS 260 24 - T5625 -144 1/4 PIN SEISMIC END PLATES 63 PENT WATER WIRE DECK PANELS 36PCS - 45` 147 WIDE 2' 1 4" GAUGE TIRE IF/ 3 CHANNELS 2.000 LBS. CAPACITY PER PIECE 33 TOTAL WEIGHT - 5,004LBS. LOT PRICE F.O,B. FACTORY - $3.390.00 15) S-15 , BANANA ROOMS 2 ROOMS - 2 BAYS WIDE X 7 DEEP X 3 HIGH W /GUIDE RAIL 1 ROOM -2 BAYS WIDE X5 DEEP X 3 HIGH W/GUIDE RAIL BULL SEM A, IA S 24 - F35 45 -223 1/5 I S F.P. UPRIGHTS 135 9 - F35 43 -130 1/5 I 3 F.P. UPRIGHTS 150 24 - RR -0043 ROW SPACERS 9 24 - RS -56 RAIL SUPPORT BEAMS 11 32 - OT -56 OVERHEAD TIE BEAMS 12 32PR - AH -9 OUTSIDE ARMS 9 32PR - AH -11 INSIDE ARMS 10 16 - SSR3316 -336 ANGLE RAIL ' 109,2 $ - SSR3316 -240 ANGLE RAIL 7$ $PCS 3-14.11/2.124.o. GUIDE RAIL 266.4 4PCS - 3" 1 4' 11/2' 1 16'0" CENTER GUIDE RAIL 177.6 TOTAL WEIGHT - 14,797 LBS. LOT PRICE F.O.B. FACTORY - $7,675.00 =El 16) S -16 SELECTIVE 1 ROW 7 BAYS 22' HIGH X 24" DEEP X 93" CLEAR 5 BEAM LEVELS 2 ROW 7 BAYS 22' HIGH X 44" DEEP X 93" CLEAR 5 BEAM LEVELS I ROW 8 BAYS 22' HIGH X 44" DEEP X 93" CLEAR 5 BEAM LEVELS 1 ROW 3 BAYS 22' HIGH X 44" DEEP X 93" CLEAR 5 BEAM LEVELS BI.LI YAIERIALS. 29 - F35 44 -264 CANTLEG UPRIGHTS 252 it - F35 24 -264 1/511 13/3 193 16 11 -006" ROT SPACERS 1.5 256 - T4125 -093 LOAD BEAMS 31 64 - T4125 -093 W/4 PIN SEISMIC END PLATES 33 TOTAL WEIGHT - 13.924 LBS. LOT PRICE F.O.B. FACTORY - $9.937.00 P.2/2 RECEIVED CITY OFTIWI/VILA n V 2 9 '1990 PERMIT CENTER .l DWG. NO.: 900913 --1 UNITED STEEL PRODUCTS COMPANY 10 PARK AVENUE E. ORANGE, NEW JERSEY DESCRIPTION: SELECTIVE RACK DETAILS CUSTOMER: ASSOCIATED GROCERS DATE: 11 - -7 -90 , BY: G. T. UCH : 1 /4" = 1 . -0" 48" I �y I I I i 1 , / F35 FRAME I W/ 6" x 6" FOOTPLATES BEAM PIPE # 1 10" TO TOP BEAM SET AT 10' WELDED 0' DOWN ON CONNECTOR I~ LACING CHANNEL. DIAGONAL STRUT SLANT L.EG I /1 // I // // / / // 1 // .41 1 5/8 3' r BEAM TYPE # 2 11 5/8' TO TOP BEAM SET AT 12 WELDED DOWN 3/8' ON CONNECTOR K OP. N YLAK PAL.LETF'LOW RAILS NOT SHOWN F35 FRAME -4 - I°' 0- 33" r- k- 33 -- '•I 11 "I° VARIES - SEE PLAN . �► t► 8 PARAR6L7 " WetGF Akatoz o� A- pppevO AouivAtENr u/ 4. MAO. Pm WO x(E.,U7 . SIDE ELEVATION — TYPICAL SELECTIVE RACK 1A BEAM TYPE # 3 13 1/4' TO TOP BEAM SET AT 14" WELDED DOWN 3/4" ON CONNECTOR FLOW RACK — 3 DEEP SPACER F35 FRAME - - - -- 48" - -- F35 FRAME W/ 6 ' X 6° FOOTPLATES I /, / / /' -` =9I BEAM TYPE # 4 14 7/8" TO TOP BEAM SET AT 16' WELDED DOWN i 1/8" ON CONNECTOR 3 . FRAME COLUMN FOOTPLATE HOPI ZONTAL STRUTS 3" SECTION /1 -A /--- C3 X 4.1 CHANNEL BEAM 48" LONG L NOTES: 1.ALL GAUGES ARE MIMINUMS 2. STEEL YIELD 45 KS! MIN. 3. ALL CONNECTIONS ARE FACTORY MIG WELDED coc)MN COL E (ALA fir �/ F35 FRAME `/ W/ 6" X 6" FOOTPLATES = - {�- 2 1/2" --I STEP BEAM NOTE: BEAMS ADJUSTABLE 2" O.C. VERTICALLY SEE PLANS FOR EXACT ELEVATIONS $c # OF OF LEVELS BOTTOM CONNECTOR 10" - 4 PIN rt 1 II / 11 .j I II // II / / BEAM TYPE # 1 10 TO TOP BEAM SET AT 10 WELDED 0" DOWN ON CONNECTOR -41 BEAM TYPE # 2 11 5/8' TO TOP BEAM SET AT 12' WELDED DOWN 3/8 ON CONNECTOR STEP: 7 /L'' X 1 5/8" FRONT ELEVATION — TYPICAL SELECTIVE RACK SPACER KORN7LAK P.ALLETFLOW RAILS NOT SHOWN F35 COLUMN W/ 6' X 6" FOOTPLATE I- BEAM TYPE # 3 13 1/4 TO TOP BEAM SET AT 14" WELDED GOWN 3/4 ON CONNECTOR FLOW RACK — 4 DEEP 52" SPACER -- - -- 48" // F35 FRAME r' W/6 X6" FOOTPLATES = � —I = _ - M BEAM TYPE # 4 14 7/8" TO TOP BEAM SET AT 18' WELDED DOWN 1 1/8' ON CONNECTOR /, ' � BEAM TYPE # 5 16 5/8" TO TOP BEAM SET AT 18" WELDED DOWN 1 3/8" ON CONNECTOR 6" CONNECTOR - TYPICAL Q 01 .405 DA 10" CONNECTOR - BOTTOM LEVEL RIVET - CONNECTOR: t = .140" I .305" DIA. J " .`+Y�a.i3 •rf t x 't i J /. t z ' , �f C•5 r.t- a , .'a'r <f Y .t • 1lll1lll1III1II► 1III1IIIIIII1IIIIIII1II1n yli1ili1ilifiii' ililili1 l ; 11111,1111111111111111111111111111111 1111111111111111111111111111111111111111 10 11 AU DE IN 6EOIMMIT 12 0 16 THS INCH 1 2 3 4 5 6 '7 8 9 ADTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original_ document. OE 6z se LC 9C sz viz Ce ze IC OZ 61. 8L Gl 9t GI in CL Et tl 6 e G 9 s b C C L INN 0 �IIII�IIIIii! II�II! Iii III�IIliiiiiiIllI! iI III�I! IIIIIII�! !!lilllI�l!IIi!!!I!III!�II!I�I! 1111! IItIIIillll l! Ia! ii! III�II; IiIIII�PII�IIIi� !Illlliil�!!Iliii!I�IuI !IIIhiIiillll(I!IIi!!i!Iil i�iiliIuI � II! ffllli!IfI�I;IIiIIIitIIII�!flih iiil!ilt!I!Ih I!IIII IIiIIilllillII�iII i I I I Il�ili. I{II�II.I� REVISIONS: k : J ■ ‘1°,.'4 AL Ft`'fll :i 1/ - Zo - �fo CITY or TI;KWILA APPROVED 'DES 4 1990 BUI G DIVISION RECEIVED CITY OF TLIKWILA NOV 2 8 1990 PERMIT CENTER - \ T4125 BEAM CAPACITY: 5197 LBS. PR. I 264 1 Li- I ! I l i I I I t I I I I- I � f I I - - - -. 93" CLEAR l e i . --� t"- 96' C -C ---- .l DWG. NO.: 900913 --1 UNITED STEEL PRODUCTS COMPANY 10 PARK AVENUE E. ORANGE, NEW JERSEY DESCRIPTION: SELECTIVE RACK DETAILS CUSTOMER: ASSOCIATED GROCERS DATE: 11 - -7 -90 , BY: G. T. UCH : 1 /4" = 1 . -0" 48" I �y I I I i 1 , / F35 FRAME I W/ 6" x 6" FOOTPLATES BEAM PIPE # 1 10" TO TOP BEAM SET AT 10' WELDED 0' DOWN ON CONNECTOR I~ LACING CHANNEL. DIAGONAL STRUT SLANT L.EG I /1 // I // // / / // 1 // .41 1 5/8 3' r BEAM TYPE # 2 11 5/8' TO TOP BEAM SET AT 12 WELDED DOWN 3/8' ON CONNECTOR K OP. N YLAK PAL.LETF'LOW RAILS NOT SHOWN F35 FRAME -4 - I°' 0- 33" r- k- 33 -- '•I 11 "I° VARIES - SEE PLAN . �► t► 8 PARAR6L7 " WetGF Akatoz o� A- pppevO AouivAtENr u/ 4. MAO. Pm WO x(E.,U7 . SIDE ELEVATION — TYPICAL SELECTIVE RACK 1A BEAM TYPE # 3 13 1/4' TO TOP BEAM SET AT 14" WELDED DOWN 3/4" ON CONNECTOR FLOW RACK — 3 DEEP SPACER F35 FRAME - - - -- 48" - -- F35 FRAME W/ 6 ' X 6° FOOTPLATES I /, / / /' -` =9I BEAM TYPE # 4 14 7/8" TO TOP BEAM SET AT 16' WELDED DOWN i 1/8" ON CONNECTOR 3 . FRAME COLUMN FOOTPLATE HOPI ZONTAL STRUTS 3" SECTION /1 -A /--- C3 X 4.1 CHANNEL BEAM 48" LONG L NOTES: 1.ALL GAUGES ARE MIMINUMS 2. STEEL YIELD 45 KS! MIN. 3. ALL CONNECTIONS ARE FACTORY MIG WELDED coc)MN COL E (ALA fir �/ F35 FRAME `/ W/ 6" X 6" FOOTPLATES = - {�- 2 1/2" --I STEP BEAM NOTE: BEAMS ADJUSTABLE 2" O.C. VERTICALLY SEE PLANS FOR EXACT ELEVATIONS $c # OF OF LEVELS BOTTOM CONNECTOR 10" - 4 PIN rt 1 II / 11 .j I II // II / / BEAM TYPE # 1 10 TO TOP BEAM SET AT 10 WELDED 0" DOWN ON CONNECTOR -41 BEAM TYPE # 2 11 5/8' TO TOP BEAM SET AT 12' WELDED DOWN 3/8 ON CONNECTOR STEP: 7 /L'' X 1 5/8" FRONT ELEVATION — TYPICAL SELECTIVE RACK SPACER KORN7LAK P.ALLETFLOW RAILS NOT SHOWN F35 COLUMN W/ 6' X 6" FOOTPLATE I- BEAM TYPE # 3 13 1/4 TO TOP BEAM SET AT 14" WELDED GOWN 3/4 ON CONNECTOR FLOW RACK — 4 DEEP 52" SPACER -- - -- 48" // F35 FRAME r' W/6 X6" FOOTPLATES = � —I = _ - M BEAM TYPE # 4 14 7/8" TO TOP BEAM SET AT 18' WELDED DOWN 1 1/8' ON CONNECTOR /, ' � BEAM TYPE # 5 16 5/8" TO TOP BEAM SET AT 18" WELDED DOWN 1 3/8" ON CONNECTOR 6" CONNECTOR - TYPICAL Q 01 .405 DA 10" CONNECTOR - BOTTOM LEVEL RIVET - CONNECTOR: t = .140" I .305" DIA. J " .`+Y�a.i3 •rf t x 't i J /. t z ' , �f C•5 r.t- a , .'a'r <f Y .t • 1lll1lll1III1II► 1III1IIIIIII1IIIIIII1II1n yli1ili1ilifiii' ililili1 l ; 11111,1111111111111111111111111111111 1111111111111111111111111111111111111111 10 11 AU DE IN 6EOIMMIT 12 0 16 THS INCH 1 2 3 4 5 6 '7 8 9 ADTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original_ document. OE 6z se LC 9C sz viz Ce ze IC OZ 61. 8L Gl 9t GI in CL Et tl 6 e G 9 s b C C L INN 0 �IIII�IIIIii! II�II! Iii III�IIliiiiiiIllI! iI III�I! IIIIIII�! !!lilllI�l!IIi!!!I!III!�II!I�I! 1111! IItIIIillll l! Ia! ii! III�II; IiIIII�PII�IIIi� !Illlliil�!!Iliii!I�IuI !IIIhiIiillll(I!IIi!!i!Iil i�iiliIuI � II! ffllli!IfI�I;IIiIIIitIIII�!flih iiil!ilt!I!Ih I!IIII IIiIIilllillII�iII i I I I Il�ili. I{II�II.I� REVISIONS: k : J ■ ‘1°,.'4 AL Ft`'fll :i 1/ - Zo - �fo CITY or TI;KWILA APPROVED 'DES 4 1990 BUI G DIVISION RECEIVED CITY OF TLIKWILA NOV 2 8 1990 PERMIT CENTER UNITED STEEL PRODUCTS COMPANY 10 PARK AVENUE E. ORANGE, NEW JERSEY DESCRIPTION: DRIVE- IN RACK DETAILS CUSTOMER: ASSOCIATED GROCERS r ARM --i OVERHEAD TIE ENTRY 'TOP OF POUpt.g. caL 162 (rye) 9 1/2 ARM -- W/ 3" x 3" X 3/16" ANGLE RAIL --0412 36 f 4 1/2' 48 0 40' W I 2500 161 max (rye). 1= • A_ 3 • -41 1/2 36 - AIL -234* k--- C - --2 1C 312' ne-s -156 211 FRONT ELEVATION — TYPICAL BAY SIDE ELEVATION — 4 DEED UMN 0146 FRAME --240" RAIL SUPPORT BEAM ANGLE RAIL W/ 1/4" THICK REAR STOP ILL— 55" --LI 59" C-C 234 156" - 78" ENTRY REAR ELEVATION — TYPICAL BAY DI46 FRAME D146 FRAME -..1121-- 36 SPACER 48' B (TYP 3 " SIDE ELEVATION — 5 DEEP 2" H o r • • • 1 1/2- LACING CHANNEL t...065 FRAME LEG t aa .115' HORIZONTAL & DIAGONAL STRUTS SLANT LEG — 240 RAIL SPACER DI46 FRAME 48' 2 1/2' -240' ENTRY DI46 FRAME --112"k--- 36 FOOTPLATE IDENTICAL AS StLEC11VE RACK - SEE SHEET 1 SIDE ELEVATION — 2 DEEP 5 n 5 11 " P,4 2. A [34)/.. 8 cve OE APCIett 02 APP. EOM', to/ 4.. FltiDAA-W7 (TYP) - 96' RAIL SPACER (NOTCHED) D146 COLUMN -- 240 KEYHOLE SIDE OF COLUMN I I% 2 , I 16 6F ' 4' 111)6 q 9 t „us" 2-6 16 C -t- SC lb- 3 v . .., r :' ..„--` IIIIIiiiiliiiIIIIIIIIiiIIIIIIIIIIIiiiiilliVilliliiirilliiiiiiIIIIIIIIIIIIIIIIiIIIIIiIIIIIilililtillipliIIIIIiiitliliwillIIIIIIiIIIIIIIIIipiiiiIiiiiiiilliwiiiiiiiiilitillitiiiiiiii 6 la THS INCH 2 ' 3 4 5 6 7 8 (a 10 11 mA " °Emma 12 NOTE: if the microfilmed document is less clear than this 1 notice, it is due to the quality of the vriginai document. : OC 6Z Be Z2 92 SZ 1 7Z. CZ ZZ tZ OF, 6L et IA 91 St 'it Et L LI 01, 6 8 L 9 S C L vire 0 .IIIIIIIIIdnillillIIIIIII TYP ENTRY SIDE ELEVATION — 3 DEEP LEGEND 0 OVERHEAD 'TIE A RAIL SUPPORT BEAM x RAIL SUPPORT ARM •!' . .1 .,....-:....J i• ' \ '.... : • ri.A.3t.. ,' t. ■I .,A.,.',' ',.J • • './, ". e , .... . , c:,....."... ?..,:... c- .,...- „,. .„.,.......„,... -...., 4........4. .-:,,,,-.- ... . :) 1/4 -, w cli :.. V3 t o Soa '. AL f- -.,--7 llti.- e C1TYOFTUKWILA RECEIVED If 7 . 0 - 7 I NOV 2 8 1890 PERMITCENTEP CITY OF - WOO APPROVED DEC 10 190 V 0, r 1 1 l6' z o g 4 81 . _ 1 _. _, t k' ., ... y 3 BOMA L i 99 IZ' 4o' 2.7 1 1 1 1 1 1 95 1 t ee— %L 1' 88 1 12 12 ' 41. 1 I 1 93 L 68 79 0 0 1,250 SQUARE FEET REPAC►. AND EGGS 32' X 36' 0 5 DEEP 4 HIGH e--- 20' 0 1) 0 .r�.rwls 1 K) 01 e : ALA.. 11ie.Av.) 1 ZS ` t 16 ' ,; i 7 r r r •I... °' o. ;i '�•.. si �� «'; :1 ., ;h q { ' ;;I � t� :,�!+.: � yT:,wv ;,':;f y , 7 :.�, =�Y �f:`v. �IJ 11111111111111111111111111 1 111 1 IJI I 1111111JIJiIt II( II(1,1 111 11h 11 111 11 1111111111 1 I1111'li111 11111 111111111111111111111 0 13 TH0 INCH 1 . 3 4 5 6 7 8 9 10 11 LI Kibul Y 12 NOTE: If the mi_rofilued document is less clear than this notice, it is due to the quality of the original document. 0 oe 6e ed Gz 9e. Ge 'iz Irz zi; Le (ye C. 91 a 9; St l el el u 01, 6 e c • 9 G 1 7 t e nw O Jllli�ll!illIll III! III! Il lll!!! ! ? 1111 11? I ??! II !i!!644l!lihll! 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