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Permit 6411 - Bedford Properties - Rocky Mountain Bank - Office and Mezzanine
�r: W� kiKK>OTE• N OF CONST" III -N UBC EDITION (year) 1988 SETBACKS: N - S - E- UTILITY PERMITS REQUIRED? ❑ Yes Cid No W- twPublic rouph orksl FIRE PROTECTION: (Sprinklers (N Detectors ❑ N/A ZONING: BAR/LAND USE CONDITIONS? ADDRESS P.O. Box 33978, Seattle, WA 0 Yes ® No CONDITIONS (other than those noted on or attached to permit/plans PHONE 433 -8997 ADDRESS 12878 Interurban Avenue South, Seattle, WA ZIP 98168 APPROVED FOR BUILDING // ISSUANCE BY: . I /1 / 60 , �. J ;/J OFFICIAL DATE: _ j ( Bedford Properties e, 241 -1103 ADDRESS 12720 Gateway Drive, Suite 107, Seattle, WA ZIP 98168 CONTRACTOR SSG Corporation PHONE 367 -9393 ADDRESS P.O. Box 33978, Seattle, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # SSGCO *249J8 EXP. DATE 5/91 ARCHITECT David Kehle, Architect PHONE 433 -8997 ADDRESS 12878 Interurban Avenue South, Seattle, WA ZIP 98168 CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: DESCRIBE WORK TO BE DONE: USE TOTAL SIGNATU Lol-fl I 3325 S 116 St BUILDII PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: 850.00: 553.00 4.50 1,40 :.50 Construct office tenant improvements including mezzanine. PLAN CHECK NO.: 91 -001 O' • R 'N' 160,000.00 PROJECT NAME/TENANT Rock Mountain Bank Note ASSESSOR ACCOUNT # 102304-9012 TYPE OF Li New Building Li Addition LJ Tenant Improvement (commercial) U Demolition (building) ❑ Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: FLOOR SQUARE OCC. SQUARE O :' F OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE OCC. LOAD TOTAL SQUARE FEET TOTAL OM, LOAD I hereby certify that I have read and examined 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 constructio • r the performance of work. I am authorized to sign for and obtain this building permit. DATE: LA,3 - C J/ COMPANY: la Q[, PRINT NAME: This permit shall become null and void if the work is not commenced within 180 days rom the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection: [CERTIFICATE OF OCCUPANCY NO. 1 I _ r DAVE ISSUED: 0 /y m:.v..:.:: {...:: y � .: }!:. } }'•.`• }i:: ':::4:::::!:::::,::::11::... ? {.: •...... : <:< � : < ::: n� � {v { i$3 {333}3: ..., ;. :.; ..: DATE READY DATE NOTIFIED i — cD - --6 \ BY f j "'? ::.x:33 }. } '• °•••':•:" • SQUARE 3 OCC. •_i SQUARE ; a OCC. .:� SQUARE a OCC. • SQUARE n OCC. LO SQUARE a 4 OCC. . ^� TOTAL -• .. TOTAL OCC. LOAD . � • PERMIT NO. CONTACTED &Y , 0 DATE READY DATE NOTIFIED i — cD - --6 \ BY „ PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY: AMOUNT OWING 5 Li . L=ye 3RD NOTIFICATION PLAN CHECK NUMBER I "0 • 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 FOOTAGEJOCCUPANCY INFORMATION (to be filled out by Plan Checker) DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. BUILDING - Initial review pl FIRE O PLA'NING O P BLIC WORKS O OTHER ( BUILDING - final review PROJECT NAME SITE ADDRESS I-L- 16--91 REVIEW COMPLETED I -- 1 (p -a ( ROUTED INIT: INIT: INIT: INI BUILDING HERMIT sAiiiihal APPLICATION TRACKING INIT: V ZZ.j CONSULTANT: FIRE PROTECTION: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: ftE.Q Date Sent UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTR CTIO Y`n �urs1-ai n Bark N- W vpgmNKc_rz. S- Yes SUITE NO. 1 (Q�_ Date A rppoved- N/A FIRE DEPT. LETTER DATED :,. - ) INSPECTOR: rJ Detectors BAR/LAND USE CONDITIONS? Yes BC D TIO (year): W- i SITE ADDRESS SUITE # 1(01 25 3 3 . 1 Co — s ,.) A 4. VALUE OF CONSTRUCTION - $ Icoo) OO •°: PROJECT NAME/TENANT C twr- n+ok-ri frockcy vnOoN"rAtN 13A ) WO•tE ASSESSOR ACCOUNT # 102. -y c(C7 I Z TYPE OF U New Building U Addition iTenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: Ca Ny,} - ry c 0 c-i Le 1 v►ipv w.0 s t 1.4 c I vc) i K9 Mtzz . BUILDING USE (office, warehouse, etc.) 6 FI GS Yha►,t v4rnC. r' J J NATURE OF BUSINESS: 0E=‘L9....S 4,,. l Cows y WILL THERE BE A CHANGE IN USE? VNo U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: ° S . Tenant Space: 0 I • Area of Construction: t Gi OOO Sr - WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No O Yes IF YES, EXPLAIN: cAu.kS 1 pr Kk-1 - t,.\ 1 1 Nt1.c 5 ah1 51.c4 PROPERTY OWNER 'I 1(2rol-2r.11-1-L.5 PHONEZ I _ 11 ADDRESS ( Z.-7Z-0 6:740-•cw y ,'ve. -1 I O "7 II 4eafIll , , 981 « CONTRACTOR 6......, Como. IPHONE� & - 7 _ i - ADDRESS '?©. 13o k 3 -, `1"? 8• rn .p.), e.. . k.,,...)o, . ZIP mj d 1 3 - 3 WA. ST. CONTRACTOR'S LICENSE # e.2e7c. - Gd * 21./1 s p ' EXP. DATE ' ARCHITECT t7AQ\F k..14.1.-• PHONE V. _ eV? ADDRESS 1 2078 I ).,H--€. rU rloar ( flu Wa ZIP c ig l Coi) -c_. .,...• • d.4I► e_ . :• :1 HE I Y CER THAT f HA RI Ar , .. .::.: .:.....: :..:... ..... .................................... ............ Hf�EC •�;. I` '�`, 1 Af;� Ail : EXA iN Ef�► >::: : Ni ........:. Tk• IIS.. �t�Pf. 1. CA' i' Ipt� �Al�[ D:>. ��IC3W : >THE::SAM�Tf�:�E:.;..;;::::. � �'�?:AI�f�LY.�Cfl�::;'r i<a.l:. .l~[.�'` >; ;:::«>:>>:::>><.::::::;:::::>; BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE SIGNATURE .._ ---_. t7�. DATE I ^ f- 9 I ,2tt PRINT NAME A. o u..1) PHONE 'S- q97 CITY/ IP �� 6,25 ADDRESS 12 �� l � �� vti, CONTACT PERSON VA O l CS I' ONE PHONE cl 4 3-- 1 ' _.. CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 APPLICATION MUST BE FILLED. OUT COMPLETELY BUILDING PERMIT APPLICATION PLAN IC FEE g:H : <<> UILDING 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. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL • NEW COMMERCIAL BUILDINOS/ADDMONS • 11.0) sebl ( c)f °le t°11°V1110; Completed building pern* each ittni :Assbasor:Attoubt Specifications , • . 800tuea) by W‘Ohingon • ••• Soils . re000.0tabipbd . 0.Washintort:Stiitb,iibbb04 Topographical survey Energy balcblittioiit..8tainpbd by a Washington State Ilceni engineer or erchitect ••••••'• • •••• • ••••• • ... • . . •:. ■: drawings • Structural drawings • Mechanical drawings Elevations Civil *swinga Completed utility permit appflcation (6) •• • .• ......... ........ LI 00. i!■ictiitioc.4.ckt•..fr SUBMITTAL CHECkLIST • . • • • . 1. • • • • . • . . RACK STORAGE Completed building permit application Assessor Account Number : . ... •••• . Two (2) sets of plans, which Include fl f3bIldbig floor plan shMng w.i!1 :,".. • , .• TObbot . . . InClude'Omensions of rack (haht wldUt an and exl ways on plait Structural calculations stamped by a Waht . • • Ucen 00.k . RESIDENTIAL Completed building perm • • •• • ... Atiiieeeet.'Jc*eunt.Nurt)bor±: •••••••• • • „„,•••• we Sets (2) .... " , '" ;,41 iii;Citidi: . •••••:•• • •• . ••'•• of . • fat plan, access moot!! - e' Building e BUIldlng cress-se9doe Struc tural framing plans hingten Etas Energy d Completed utlllty•pet0tPplalloa,t) :•.•‘ , • Six (6) sets of plans showing utlilbvs NOTE Building site plan and utility site plan may ceintget4:': "-6 buldl% Foundation plan .. Roof Plarlievagens (al views) utility permit application an checklist for speckle suirittal reetlirereeetis... Adational topographical and soils information may be required,' unique site co/xi/eons, • • ,1!!!!. i , ,;( • ii•te.0# ........ '' • Lo catio n .- ',,"". .tsp,!..° • Existing end Site .,. • • ..: ati,?..!1,1, propo bu ilding p : ...::...: i wail 0.;.,,,ii0:::::.'i:i': S Tenant ..f;:::,•.............,:.::4ii.i...iii.. i;i4,9:00°.°H.i....,:.!:::!.P1'..:..:8:'''1.*:..,..,.:.:,,...4:,iiio.:Ht11:: ... .., ..:,........wiw fr■ol . . 4 ' '11°4!'. ..114!"'te t.!;'ff:::.,:-.•,.:;„.::::,•„:..„,.....- ••••:,..... tru..i.::•••:i4iii)n,cle:"J7•• .•,... na wisp . . , ,:,:,.. , . do... .:::•:(04...,..i::'•!3.,en:Si.:4•‘•*•• .%••••:,::'''''''''''. .. ..;:,,,::::4:::!..tey,./..:1:•.•:•••,„..•........:...:.. .....„,.:.:,..„..,,,....... war ir, . ,,.,,. .. .. 6ititit.404 se ts) 0$ •..'i•;41.0 ....i.:kistiti,•:00:estiiiii.iietill;r1.:::„.•:•::,:,.:::::,::•.„::,,,.1,::::,:•;:'::;;;;;:::.:::::;:.;',.:;;':::::::::::::;;;;;':::.':::.-..•••••,...'1::;':::,:,• . '.:611.... ...":444*!!....:;::::.!::::::1',.,19:::;;:i',;:::::,.i::•!....i!,•:::41.400,1:,,„..,:,... • Use .,.",.........,. ,......„,:.•:•:•: ::•:•••• • • . ' .••••;et.P.- . --,- . .......i.„.;:;.,„,..,•:::•.,:::::::•••••:•:••••"' ....• • 1•.:elr!!:::.:.••• •,.......,...,•::::.,.,,.;:;....f::1:::::::::::::::.::.•-•.,..:.....• •::::::::::::•••••,..: '°*** ./ii6ai°°i:('•:<••••• ,.66110.04.,.;.gr7777....,...:. „:.,..,....,...,::::..„,.„ ,..... .1 'It..s1N9,:f!!....:;::::,::,,:::::::,:cp.::„...H...,..ta:.,:„!..:,:::::,.:,,I.::.:.,......:..,...,.,,.:... " (009r'f11!::::,:-:......1,••••••-•-•.:/.. ':•:::•::-,:.:''''"''•••••-tiiiii:7"."'"q„]::„:"..:::•••••••••• - ' ..H..:anit•„...„P-i3O0)!:.:::::::,....::;::::::::.......... ....-- .. . . .• .. iii p i..i:40,o!...!..,!..1,;:i,;4*t h 0 : , . .......,.. . ::.:.;.:f:t!!!H''."''4'j'''''':''''. ., .... submit ..ti.o.fft::::,,,i*„:i:„'....-... ... . • . -. 1 ......... .................... C omplete d ' . . o ff of00! Num, permlL • nt '�" d • :.‘ ikccoun b° r Narrative describing existing roof material being removed and NOTE A • certific ...................................... to ... ................ and .............. ....... ............................... Number Two (2)sets of plans which include, • le m : P ? Details ansenno/satelilfe dish and method W ashing ton State 0 Structural calculations stamped by a ws to • ..‘ engIneer may be requlrod • Completed building permit application (one for each su1ctu Assessor 91 — • !!•. ••• Roof plan a Building elevations (all views) Structural framing plans ...NOTE If SnY ll be iiiii•tOtvfc I to be inne pm bide utility permit application and plans must submitted REROOFS [ Completed building permit application (one tar each structure) 0 Assessor Account Number 0 Narrative describing . ••• • • 1••ti••••••;rooti..iFpo9T:::•.:..„:,:• ••••••:••••••;:••••••••:••••••'''''' • material being installed NOTE A ficatlon letter Is requkadpnor to • ',••••••:••,•". fi nal inspection an • • . .. .... .... .. .. .. ... .. : ............ .. ..... . ..• the permit . • • March 20, 1991 ,1' City of Tukwila Attention: Shelly Bates 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Shelly, The address shown on the permit application for Rocky Mountain Bank Note (Gateway North - Building 2) is incorrect. Instead of Suite 157 it should be Suite 161. The tenant has already printed cards and stationery with the #161. Please revise your records accordingly. Thank you. Sincerely, Robert A. Hart Project Manager RAH:as cc: Chief Olives Tukwila Fire Department BrNORD PROPERIETS /�,. j9.-e rm ��JJ (937a 1f) 4u 3 ou3u - Redford Properties, Inc. 12720 Gateway Drive Telephone A Diversified Real Estate Suite 107 2061241- 1103 Development and Seattle,' Washington Fax Management Company 98168 2061241 -2191 PROJECT: / c c l'1ri.) (//&.. , k G __ ______ / S 7 PERMIT NO. Co (11 CALLED: .3 (S' _ t ' —: SITE ADDRESS: ' , 3 3 2 - _S : S _ /7 C TYPE OF INSPECTION: t. is//31_7""``� DATE WANTED: -((—q -' REQUESTER: , PA.. PHONE NO.: SPECIAL INSTRUCTIONS: 7- ". INSPECTION RESULTS /COMMENTS: �,-- -----' C... C .. c± --.- -, INSPECTOR: :; _ DATE: t. - I S 1 1 kun CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 , ..�ti:, �;'.:Q�n; , »�i 2 h3, ...t;:i. �1Y.i'.'t� �.�`a':�';ti'yw "'•'ij /;. INSPECTI0A RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: `]f ,,,�,;,, 1 I P n 1 t 1 PERMIT NO. / 1 SITE ADDRESS: _ �` mai DATE CALLED: ,3 — 5 -q/ / , „ TYPE OF INSPECTION: , , A. j , fins:,,, c.•i.wad. DATE WANTED: -- 6 -9 SPECIAL INSTRUCTIONS: I REQUESTER:Q PHONE NO.: , _, r , 241 •-- Zc7()44 J ,. INSPECTION RESULTS/COMMENTS: INSPECTOR: / �!i i � .: ��I �'L r� DATE: 3 .-- < � --C /� ll�a��u$� "� { : fir',' �" i+ 1'•: '1 ?o:f::<K�::Si!. rrra•.0 =oa::=a ,r, aiN �::35rd.1.:tC CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD cz:Yt.�k:5 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJ PERMIT NO. / / DATE CALLED: ? -- " SITE ADDRESS: 3 3 2-S S / / G I / -1 7 ( (o -4 n) C TYPE OF INSPECTION: C i. 1-4/•)C . DATE WANTED: 3 — ,. 9 / " SPECIAL INSTRUCTIONS: REQUESTER: 71-10 PHONE NO.: INSPECTION RESULTS /COMMENTS: INSPECTOR: 6 DATE: - '1 1 S.}.1tPZt:t 's.E�3" v;e}.,cta.��q;N1•K;i'.x3t�, :ni..n. -e n'<a5¢ssaac.:rn..::ss.n� !SU'.2.:; *ft3l'sti�'£: °:'sl ft, CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 tf. INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 Type of Inspection Site Address Requestor Special Instructions CITY OF TUKWILA Buildin D epartment 6300 S enter Boulevard Tukwila, 98188 (206) 431 -3670 1 1 ' °.\ • IINSPECTICHURECOM PERMIT # CDOM Date D r\ Date Wanted 1 9. P. Project 1 PA 7J, 8 Pried -_ Phone # Inspection Results Comments: P / �� N' -�. t,L �•1Ca /j P � rt.�ve`,y f S-r Icctr�)yL- t,1 P -r�-o C L i rJG W I5 t C4 [g s ri N wv -i- - .- N1/4-■ ,JC. A6 S 'C'U v - fit. ! d4-r t - . Inspector �; �— Date x.. -9 T. Inspector YN.:17; h:3t:ti"Jt31tt/3"- xh.ASY'v't Requestor Special Instructions Inspection Results /Comments: r nnrYnn' x?urntrtt�l5�dvihYf%: ki: x,(• ,:,:(4S�cr,:1',;; ^fit, ..�a: as!c^o�rzx:, u niaas�w�vm .^.o-uasxsxsursarK,a <tr .prm9s+ +;.r wu: esYu 8„,„6 CItY OF TUKMIIA INSPECTION e E Bulldin�.Qepartment 6300 S 'enter Boulevard Tukwila .A 98188 r . (206) 431-3670 PERMIT # Ce Of Date Type of Inspection v .6 Date Wanted ? --06 a.m.( Site Address _ -'2 2. (Kitt Project •..e/ /1 /Td Jam__ Phone # l Date a,2/2-0/47/ PROJECT: 1 1� ! 0•/ /etie /3f•-/e /Vo/ PERMIT NO. 6 6- (// SITE ADDRESS: �` ` ,. �,. ,as . y DATE CALLED: 2-`Z f J TYPE OF INSPECTION: /-,' S/ — D ATE WANTED: s.m. SPECIAL INSTRUCTIONS: REQUESTER: re/ 3 1,6- _ PHONE NO.: INSPECTION RESULTS /COMMENTS: ,--- , Z, e .0,.. . ./L/ J f�� I /� ~ - /Q — / , 4 e, ,. Ci INSPECTOR: I d''ti DATE: 2 -- -c-z-/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 I..... a•f t�.�:kai.'aN7- :t•:SYet:��'ii7+ J,CC e�'.':.:. � ::!1''nF�F.:''' ":A4 f3JSa'Y.ti': t': . INSPECTIOA RECORD 6300 Southcenter Boulevard -- #100 Tukwila Washington 98188 PROJECT: -o PERMIT NO. - <I(1 SITE ADDRESS: 53 S a t ((.r l' 0` / DATE CALLED: TYPE OF INSPECTION: , �a-- :�- S(,�t_, . DATE WANTED: Z..' / ' REQUESTER: ,9 frd - q 1 a.m. :: :: SPECIAL INSTRUCTIONS: PHONE NO.: INSPECTION RESULTS /COMMENTS: �,e e ,,, - ... -7,,4-z-7, �. I e!"----49 err' A - / - �. , ,,i // 7-, c �. 47 Pt? e `�� � -eir _ , � , f - INSPECTOR: , � t < DATE: `.F-�. .:-- / CITY OF TUKWIu Dept. of Community Development - Building Division Phone: (206) 431 -3670 • t.eiYOY :1 , . .ra t•:' }':.: •� > ^.A 3.tY..rk:* ^iYf�'. n..... +i.�.. .. C INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 5147".4 II ,I� I , , . r 4_4.1_ Al it PERMIT NO. SITE ADDRESS: /., , -.. jaw DATE CALLED: r , TYPE OF INSPECTION: A / „ 1„ A 1 ' DATE WANTED: a — -- ,tau or SPECIAL INSTRUCTIONS: REQUESTER: Da. -pl./ PHONE NO.: .. II/ — „I-se J DA, INSPECTION RESULTS /COMMENTS: INSPECTOR: c � _--- DATE: 2 `� J 9 / 1%Llt.r.ga±r �;W:.i:;C� ".:?rt� ..a.. rre.v:•r .. ,r;c2.r:t.: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 C INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 PROJECT: L. L M p . 2 4k- I\ o1' PERMIT NO. 6 0/ _ DATE CALLED: r (- 9 / SITE ADDRESS: - 33 25 c'. I ((e TYPE OF INSPECTION: c_. /■J AtL.1 XV7 DATE WANTED: a 2 -/ -- 9 / SPECIAL INSTRUCTIONS: REQUESTER: Pe} -4 PHONE NO.: INSPECTION RESULTS /COMMENTS: DATE: c= ,2 . , (• — 9 INSPECTOR: t, --- CITY OF TUKWIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 .ri:SY.t� ". rl,i':L ::. ...q ,?; '.�. .... �:{K) .':bi'a1 "..ilYi. . ...... ... .: }:Rlrr•HSX�{: 9' '7i.ls^.Cx'... INSPECTIO RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ..; City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRE DEPART ENT FINAL APPROVAL FORM Project Name b(2 —/- / 4914 tn. 4 7`?jV1, ;.3/ hl Imo //O/C-- Suite # " 2--1(Q Address ' 3 5 > /O6 r _ Retain current inspection schedule " shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre Fire: Permits Authorized iigndture 4 C4 Date Gary L. VanDusen, Mayor Control No. Permit No. r i t FINALAPP.FRm T.F.D: Form F.P. $ 5 • CITY RECEIVED JAN 4 iyyi P ERMITCENTER i ....VIDf11 f o• A • • 1O '(H 11TH • �sr — 3 ST ' - 5 116111 S I I TH T S N H'ST DUWA /IIS s 115TN •"?...sT s r-S DUWAMISH RIVER ST - _ %% - I A 1V9 f r PA►t -n 13.IJGK IJ0 t7Pl >; VPANWN JDIl.1T, .3-2 WIPE. WIMP - e PC S U P WALL • . • r'A1NT 0)tigrioR VAC= E C c gft-1" rAAT1 fi01! 70 LAULLIOW iC.M4: 111 1 -011 FOR 144-1-4 Itt1H 3t 1 At ger4s a1.? W►4LL, waving- 42 4k. wu , wont; / s 4S° - Om I YC sr-4W e I'I" APP 'pP Or WALL ro ti TAPE C t L) r WAL-1- "" �� •• : g • • 4auf• Myra • -TRIM • f.� Ye. Ibb. '?YPE- a te gT iP4 i +7ED Wfts.•L•. AGoU6TitA1. EK ANK-'r @ 59111J12 WALL. 1 DUI L2NG 51AAUPA 7 MALL 3t C1iO J 51L• 13g,LO p,Ar x 1t' kr G s I_I_ A1J D c411-11-1G 1 iwticl cow /31)147 ovp Ke-g-Cogrze. Cod=u. po IJUT kri TIJI1 4Y r. EP. �® * -0414+tiu,tl'.t v1 - mun t1vi vtooltvo Ili • 1044w 1' ° V UFOIGsitiwr1) . - - Wawa 1 4•4 Grim stippr -- J1*. t1:14trt 1'11 rQor, sctilDh.{ d0►1►. tre. - 1is►4a Vat-" - LislitAtat tfi tAV-V44•toAl --., -irh-i • - - Or 444A. tfrazori I ivkl -14 .1 1 7 'VOWY sA, CNEKAY .��lG�l. ►'1i �Ny. Vol- Fir-at-trim 6111z-to woman r,,F'TIPWG' arc_ IE'Er LEA 'rfrA./ K. 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OAK 'STOP SLID GvR& poom Wrti -I c. x ve+.i E 3� 4YP. 1,R. H wit* (- ype.lx it4tcro7 a CoitieIPC ) 140017 r wie t 1 I L@ DOOR I'- o" 3,q 14IV RAMP d04t5 DIJI -Y) , G�' KftTp Oi'1t=1.111.44 ONLY) Art z j K fl *1 . LtTr) cc - 66 ..* awumnumuiuut ul tummHDnllli �I irkWit. DATE _ / / r r / FILE NO. r PR ECT f 1 /,,J /,V/i t1o, ADDRESS / 322 S. / /?7 `� ��0,,G4.- OWNER BLD . P (.f / i WE ER TEMP yo, DAT 9'�� E / V E 7) /1 A ARCHITECT CONTRACTOR FIELD REPORT( ! ! F � �.r• �.r A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -25 (206) Ic l! \1(151(1 INSPECTION PERFORMED: 5 x, l/l�i9 '8/33 RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER SUPPLIER MIX NUMBER Veg 439 CYLINDER REPORT NUMBER v q 7 SLUMP 1/ AIR CONTENT COPIES TO: 55 CUIZP , R ICa Pt (ZD 1.-IUD SOW, OPM It K ilLE TUKt111 LFI BLOC,. DEPT 1•- 11- -9 PRIOR REPORT 4167 FR FOOTINGS O AUGER CAST PILING O SLAB O WALLS O COLUMNS O OTHER ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES ONO -r XCONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH oZ�-�O NUMBER OF SAMPLES CAST C-. TOTAL CU. YDS. PLACED 0 CONCRETE TEMP. TIME _ 3_ y Date or Plan Number 1� REMARKS: �.D/1/ ("_/i v-72- r e3. /.(/k £ r ( LruvUr ) � y . P J . 17/N G-• 77e7 S E. eafk,e1P7L INSPECTOR RA . N C A. A. R. TESTINC7B INC. SIGNED. G CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO, 2 3 s' i z/i 3 / 2 -2 Z ! z 7 �/a s af2 « . 7, G. . 28 L ___ / 47S 5720 5 z 3o ( 2 73 7 j- in 75 1 '/78o o FIELD TEST DATA TRUCK SAMPLED /2 TRUCK TICKET NO. 7c , • 7 TIME SLUMP J %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR C3.' eZ. .7 aN5 « . TOTAL DATE /A -i3- 9f FILE NO. go- Ia PROJECT E,7221 e _( h4, t LOCATION ?zz C s /1h %1S ITf 1/7 PERMIT NO. OWNER WEATUER D GG TEMP L/C) AT AT 844 ENG NEER t f) A.) ARCHITECT ?J.e-v. o /rt49 Lt CONTRACTOR 5 5 C- BATCH DATA FOR 9 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT tap FA. / Q g39 C.A. .7 aN5 WATER TOTAL • TO: • YLINDER REPO T SEE FIELD • REPORT NO. A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 1 ATTN: .i .. - MIX NO. ( -1 g y PRODUCERS AEA. PLACEMENT AREA I NOTES COPES To: 55G C! (Z P, RI CNA IZP U [75 09.i D WM KE.1-1 LE I TUKWI Lh BLDG - P 1 12- 2o.-.- I°I V l' ID C l CONCRETE: COMPRESSIVE STRENGTH C99 Ai ADMIX CACl2 CEMENT _A/SPECTOR: SIGNED: N_ 2480 CR CU. YARDS PLACED % DESIGN STRENGTH 4 14 jr. A. A. R. TESTIS LABORATORY, INC. CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 5o68' i /i? )-(4' 2.- /Lt 21 jx/A. 8'q, 0/0 316 0 � AT i 9, AT pg., 306? 30(0 ■• a 2 - / 23 CONTRACTOR S / 6--- S FIELD TEST DATA TRUCK SAMPLED / 2e TRUCK TICKET NO. 7 Z Z / , TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FA. rsib/4 VG�. PERMIT NO. OWNER C.A. WEA rw TEMP � AT i 9, AT pg., PlIr" Enki EER , (M /Lt) 4.0 S 0 A ■• a TOTAL ARCHITECT 7 p CONTRACTOR S / 6--- S DATE ,_ /-7 _ FILE NO. F ," /oz--- DESIGN WEIGHTS PROJECT ► :A,.. //r . %...,./. LOCATION 3zzs S. //‘it of CEMENT C,S--0 FA. rsib/4 VG�. PERMIT NO. OWNER C.A. WEA rw TEMP � AT i 9, AT pg., PlIr" Enki EER , (M /Lt) 4.0 S 0 A ■• a TOTAL ARCHITECT 7 p CONTRACTOR S / 6--- S BATCH DATA FOR 1 CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT C,S--0 FA. / I vV C.A. .C7 WATER ■• a TOTAL TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881-5812 ATTN: / /2 . 9v)( 33 j ` 7 g3 MIX NO. 9 e Y viI COPIES TO: SSA CORY / RIC.1 ME.0 HUDSON • J /1O K , Tu1Lw1Lfl E)LD6. DEPT 1-1.9 - 0 11 YLINDER REPOT SEE FIELD REPORT NO. COMPRESSIVE STRENGTH INSPECTOR: N_ 2999 CR CONCRETE: es.7*-A/ 7S CEMENT CU. YARDS PLACE PRODUCERS (1/241-- AEA. DMIX. v CAC12 ° ti DESIGN STRENGTH PLACEMENT AREA & NOTES ze. 4- A.,/1/q eO I.•L� ltii Al a177 4)6 .47712 A. A. R. , TI ► -ABO P TORY, INC. SIGNED: -. 40►►j r DATE /-29-- r / FILE NO. - (Or ADDRESS Z ZS -- . , it 4 GtJ 1' BLDG. RMIT NO OWNER IiiiiIMEW _ i .4, : A .L. / Inirill ••' RA OR v A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 TO: ( FIELD REPORT( REMARKS' ATTN: 5,9 71e% y tzei L g3 INSPECTION PERFORMED: RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING ,BOLTS O OTHER LOCATION(S):9?,62 ( - da .r ig f Gi,/Y,p /7 /l b. 6 JJ. SUPPLIER (C�; ,[�'/'ll MIX NUMBER e'40 V CYLINDER REPORT NUMBER ©�/ SLUMP 73 ei AIR CONTENT PRIOR REPORT O FOOTINGS O AUGER CAST PILING O SLAB e bIk WALLS O COLUMNS O OTHER J.. //Lrr i/4 - L V I - J .11 f CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH - 30De2 NUMBER OF SAMPLES CAST g TOTAL CU. YDS. PLACED CONCRETE TEMP TIME ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. YES ONO Date or Plan Number . 1 , J / i ! / / Id i . / , rf .db i /fig. Al FR las s .-A/ A / J752-1 '`'Mr /1, . // /1UK7. /JF ,J2. r�/� 6/..S7i11( 61- - COW/ACI COPIES TO: 5S1 CDP-P r ` LLiilk2r7 HUD L)1, INSPECTOR: #1 (Men N_ 3856 DF)VID KEH -LE r 71M- LUt1Jt Bl.1,6 A. A. R. TESTING BORATORY, INC. DE.-.Fr. SIGNED' DATE / - z3 — '/ 7/ /OS PR ECT i ffr A1 849X‹ ( .- LOOCCAA 10 ...1 /A T� t , L 9---- , ?'z.� -- ®LOO. PERMIT NO. OWNER WEATH5R a( it�p/� TEMP p AT � ' AT 4 AM PM EN EER I / 50A A CHITECT 7, /r y `i CONTRACTOR S i2 kEL.D REPORT A.A.R. TESTING LABORATORY,INC. P.O. BOX 2523 REDMOND, WA. 98052 (206) 881 -5812 FAX: (206) 881 -5441 TO: ATTN: _ s 6-- � 9./94K 3 ms s, ala 70 Aer.G .Agit. / S i' ! COPIES TO: 55G , R1GI4ARD HUDSON, DAVID KEHLE'I "TUKW1LA I LDb. DEPT. I- -729 -- � A/ t „►r INSPECTOR; s PREVIOUS REPORT No, DATE E � A � �� LOCAT N 3325 S . I- I 6- / aiat e4. BLDG. PERMIT NQ. }_$o; WE THER (yl OWNER TEMP ��[ 0 AT /y�� AM S J AT PM EE ll ll .•• VV !!" NEER KiegAi 44"L oAI ARCHITECT r)/Qi- 0 i T., CONTRACTOR �I LT; C. ` L , / ♦) FIELD iiEPORT C.. A.A.R. TESTING LABORATORY,INC. P.O. BOX 2523 REDMOND, WA. 98052 (206) 881 -5812 FAX: (206) 881 -5441 $,, a/4' fika,3 ATTN: 7'fy� 1/ 7» /j4vem) Li Si Oro Gf/ /b4,42 UOs-ilN' ears /4/ limn-if/v/4/r. Gr,,S / C- ga.9144 6 I r-s . efo Zr pu.574blso t'4' �.:�. _. o . ma. ., /da !.' d1 phsvl ribs. COPIES TO SS& CORPS 1:.1 0-4 /W D ti ODSG1.! DM ID KZ Le , TU4 WlU 13LD6. DUPT 2- IS I INSPECTOR: PREVIOUS REPORT No. FFB 20 1991 It < ..,. ,.� I i VIIV;' {"DEPT. N2 1' ' 09 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. 3o6S // 144 7 ‘xi P. 5130 -0 3 16 0 WATER 306? 1 .-1 Li' ZB 1 /4 ".2 oa 3010 I )...-1 2ffl I / 501 000 000 FIELD TEST DATA TRUCK SAMPLED / ze TRUCK TICKET NO. 7 Z Z /&::, TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC AIR — g. c / 4 CONTRACTOR / S WATER -f iff . S' TOTAL DATE FILE NO. PROJECT / _ _.. //r . •:,, . L. r LOCATION 3zZ,r S //I • ibi/(Wli/,9 -- OWNER :,• ) c. PERMIT NO. WEA f ' TEMP -�� 7 / AT AT J . 1, AM y �VpAf EN EER .(7 fai-D b -0.5e) Af A � RC /- H -� IIT �� EC �� T L !�' � CONTRACTOR / S BATCH DATA FOR 'I CUBIC YARD DESIGN WEIGHTS % MOIST ADJUSTED WEIQJffS CEMENT C /S 0 FA. /L/RV CA. WATER . S' TOTAL TO: A.A.R. TESTING LABORATORY, INC. Post Office Box 2523 Redmond, Washington 98073 -2523 (206) 881 -5812 51 5 (9• mx 3 MIX NO. ge CYLINDER REPOIT ATM: COMPRESSIVE STRENGTH SEE FIELD REPORT NO. N° 2999 CR PRODUCERS CONCRETE: re s471 AEA.. DMIX t /A/ / v! PLACEMENT AREA & NOTES coma To: 5SC CPRY I RICA P1 HUDSON • OF /ID KlikkLE , TU1LIMUI FiLDL DEPT 071 , .•ir. -A i CEMENT CAC1p SIGNED: CU. YARDS PLACED DESIGN STRENGTH 26-00 4zz»4',Ar 14��ly,nJ d-opl/if1Gs 7 ,✓[(7T2 INSPEC O : A. A. R. E TING .ABO TORY, INC. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PIIONE N (206) 433.1800 Plan Check #91 -001: Rocky Mountain Bank Note 3325 S 116 St #157 THE FOLLOWING COMMENTS APPLY TO AND BECOME ART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ( OLI N 1. 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 - 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be 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. 7. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 8. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 9. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 10. Readily accessible access to roof mounted equipment is required. Gary L. VanDusen, Mayor Rocky Mountain Bank Note 2 11. 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. 12'. Any exposed insulations Spread Rating of 25 or identification showing thereof. backing material to have Flame less, and material shall bear the fire performance rating • .13. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 14. Notify. the City of Tukwila Building Division prior to placing any concrete. This procedure is in' addition .to any requirements for special inspection. 15. 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. "X" REQUIRED INSPECTIONS PHONE AP DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED x 1 Footings 431 -3670 x 2 Foundation 431-3670 3 Slab and/or Slab Insulation 431 -3670 x 4 Shear Wail Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 1 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 x 8 Insulation 431 -3670 x 9 Suspended Ceiling 431 -3670 x 10 Wall Board Fastening 431 -3670 11 12 13 x 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 x 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 3325 S 116 St 1'3 � 16.V11�1 1" CF%t11n1 I INSPECTk)N RECORD (Post with Building Permit in conspicuous place) 'WILDING PERMIT NO. DATE ISSUED: SUITE NO PROJECT: 1 1 (a) Rock Mountain Bank Nate CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS (Dc1(1 1 t l 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 NAILING - 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 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 project progresses. Dante PLAN REVIEW COMMENTS PLAN CHECK #gl - Q7l PROJECT REQUIRED INSPECTIONS ie ,ce 1s. No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- , 1722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be Inspected by that agency (277.7272). All mechanical work shall be under separate permit through the City of Tukwila. 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 W.A.B.O. certified welder and special Inspected (Sec. 300, UBC). All high-strength bolting to be special Inspected (Sec. 306, UBC). Any new celling grid and light fixture Installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition wails attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment Is required. Englneereed 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. Any exposed insulations backing material to have Flame Spread Rating of 25 or lase, and material shall bear Identification showing the fire performance rating thereof. Subgrada 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). 18. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 1/� -� All construction to be done In conformance with approved plans and requirements � of the Uniform Building Coda (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -of prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 2964787, 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. 0 Fire retardant treated wood shalt 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. Notify the City of Tukwila Building Division prior to placing any concrete. This WWWW procedure Is in addition to any requirements for special inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43.8, shall be special Inspected. 0 All wood to remain in placed concrete shall be treated wood. 9 ..2,,,.., 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. 1 Footings 2 Foundation 3 Slab /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 12 13 X 14 FIRE FINAL 15 PLANNING FINAL 16 PUBLIC ROBES FINAL 17 BUILDING FINAL PLAN REVIEW COMMENTS PLAN CHECK #gl - Q7l PROJECT REQUIRED INSPECTIONS ie ,ce 1s. No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296- , 1722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be Inspected by that agency (277.7272). All mechanical work shall be under separate permit through the City of Tukwila. 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 W.A.B.O. certified welder and special Inspected (Sec. 300, UBC). All high-strength bolting to be special Inspected (Sec. 306, UBC). Any new celling grid and light fixture Installation is required to meet lateral bracing requirements for Seismic Zone 3. Partition wails attached to ceiling grid must be laterally braced if over eight (8) feet in length. Readily accessible access to roof mounted equipment Is required. Englneereed 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. Any exposed insulations backing material to have Flame Spread Rating of 25 or lase, and material shall bear Identification showing the fire performance rating thereof. Subgrada 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). 18. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 1/� -� All construction to be done In conformance with approved plans and requirements � of the Uniform Building Coda (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -of prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 2964787, 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. 0 Fire retardant treated wood shalt 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. Notify the City of Tukwila Building Division prior to placing any concrete. This WWWW procedure Is in addition to any requirements for special inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43.8, shall be special Inspected. 0 All wood to remain in placed concrete shall be treated wood. 9 ..2,,,.., 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 o rukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control Number 91 -01 (513) Re: Rocky Mountain Bank - 3325 South 116th Dear Sir: Gary L. VanDusen, Mayor January 22, 1991 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical typo. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) Panic hardware is required on all assembly area exit doors (UFC 25.106) (Lunch room) Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. (UFC 25.114a) (Lunch room) Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one -hour fire resistive construction and sprinklered where required. (UFC 12.106(c)) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No O City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 Gary L. VanDusen, Mayor sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 4. A fire alarm system is required in lieu of 1 -hour corridor construction. Detectors shall be placed in the exit corridor and in all areas which share a common ceiling with the corridor. Fire alarm plans shall have the approval of the Tukwila Fire Department and no work shall commence without approved drawings. Local UL Central Station supervision is required. (City Ordinance #1327) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)) RICHARD HUDSON & ASSOCATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 1 X 2 6, i • • •.• 12-0 r t■,) JOB Vv '- SHEET NO I OF DATE DATE PA4 CALCULATED BY CHECKED BY SCALE . , • : , 1 i •,,,,- 4 !. ! vi... 16 • i nyoF uKwti.A: f i , • ...._i ...;_ . ' • ! .. . .• '' :' '' "" '-'' .. 7 . , PERMITCENTER 1 . • ef' ; idtag. 1 • • • ; I • . 1 • ; L - -4. • 4 _17 ; - f 1 -1 , r "I A • • r 1 —1- • • • •,1: • • i ; _ • ;0/3c/f7ig)6/7,/(53 I ikol ••-• • • ; -- ---- 1 . --4.------- F r ---i---- 7 7 . 1.- i - 1 / e/7 :8)1 .. 4 --sT--- .7 '-t--1 --j 4 --i— --------- ..., ' - /x/r2e iosii. w= ii/3: 1 4- 1 •• _. t i • _L....L.:II:L._ ---! — ...........,..„ _ .......... .i...t3.7 . .--- --- i . ee /4 NIt- t.3 orc— 7 1 i 1 i ; . = 1)(5 /i7.'ir );(?....//)'( IV = .77 9/16,4, ...._...„ r - - t -----,- - .+-7-7-74 -{ 1 _.1...........„1....._ , _...... , . .---1 ' - 1•1 1 -/ 7 8) : : i . f • a,ct. 2- x 132 -/ & • • a . i 1 I t • • • i 1 • • • . 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CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 '514& O N pre 1 I� 1 , L ' _- _ 1 a - i - - -! ,_ - . _ 4 16 T- - 1,'11,z-� q _ -) = t 4. 1 i i un+ m 0 17.. T .__1___ • 4 • 1.41/1- { 1 1. , i { , i 4zi - !25') -2. ; 1 JOB l C SHEET NO . G �✓ CALCULATED BY CHECKED BY SCALE ; OF DATE DATE � • J • :� �. _:�. _ -__a __ ._ _.. , , ' i ,_____i i , [ i _ _L• _LI I ( i . __ .._r,Xt i 6. __.. ?. _ + iiL : I j 1 z ,, 1, 1 1 ' n\--1 gi C 1 'r-1€1(p,8 i.,..., 3 , _ - ___._� 1- - ! 1 I _; 66 4 1 ......... T' a b ''' = q 3 r75 ' s D I2 c 1 1 . , _ !. �.._: _ I 1 _L,t5)..' `11.5 - 1 /v a , 6� ► � 1 1 , 1. _.. -•-- _ I 1 .111 .�. I' I • 1 1 � .. .. .. RICHARD HUDSON & ASSOC JOB PO C14 h 1,,. � n U 1 ATES, INC. SHEET NO CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 OF CALCULATED BY DATE CHECKED BY DATE SCALE RICHARD HUDSON & ASSO.., .TES INC. CONSULTING ENGINEERS 1605 12TH AVENUE . SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 JOB ?O U�i 1 W SHEET NO. J� CALCULATED BY DATE CHECKED BY DATE SCALE OF ...� ..._., _.__ .._ ....._ ..... _ . ._ _ - _ .._.._. _ _ ,_.. 1 i 1 1 ; :C , I ��. _ __ �_ _ . _ _ _ _. _ _ ____.�__1__4___ --- _ .. i r "rw 60 t ' _ i - 3/4!'6 _ ' _ f% VTS_ ; / = _ L 1J��-- �, _. �c 7 � K- ` ._ _ _ _ .1 t-3 IV; _ !%� 3 # _S_._-___ .__. _ __..___ _ _._..__. _.._. ____l �_ _. j i _1 y t i .` _ ., : �._ i > 1 . - . _ . _ _ } } - _ i f , i, _ I i 1 7 A : A 0 —JO 1 . Pi IVC- - ', i t ._.. _ . • ._.. < i -i k f - 5 r - ! { t a l - 1 1 e bah lc to 1 --- 2:1. --.- ---- - - - ,-- 1 I —; , RICHARD HUDSON & ASSO.., .TES INC. CONSULTING ENGINEERS 1605 12TH AVENUE . SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 JOB ?O U�i 1 W SHEET NO. J� CALCULATED BY DATE CHECKED BY DATE SCALE OF JOB P- t, 11� 14- n oR�. RICHARD HUDSON & ASSC . RTES, INC. CONSULTING ENGINEERS SHEET NO OF (P I 1 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 i i I --i-------.- : .--- ......_._.L...._.:._. _____.,,d.,,,,,,:i4-_,.4v.._..).c..__..___.r..c.-ki. i , 1. ; I) , 1 --i CALCULATED BY CHECKED BY DATE SCALE i ; 1 ■ 1 DiReer100 K DATE J -+ DL .. PST ...... - ■ W. °__ ... - 148?�_, t' I )`•t4,`i �,_. i P? .5 .1.4'.0 '2..x ,I4 :14 Vz ',. t. .litc; .0c, .1 kr Ij d ; ��. ,� I ,., i . ' . L1I TT1 � ._ -.� " H - -- 45 _ 1..,,, et ..i+ __..1 ._.. I .. _ ...I I 1 1 — RICHARD HUDSON & ASSO ..TES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206.324.6160 ., N w' !i • D �A4 2 '1 . -I —t —I- I i i - i 1 -'17.-co_ r " _ J +h1= 7 _ 267 9 = r024, I 2 girl e 1,0_ w., r13� °!3C! 729? ( ;•� ?.).�i_s 12-o (..4(- enr e•N!L n3orF JOB 114 E��IN1►t Cc.E SHEET NO. OF CALCULATED BY I2 T4 CHECKED BY DATE SCALE I - ,, 013 Y . L _ I i f 7i n o ' "y''y "! " "r'81 Y� ti �.. x-17 - r_ 415 cvy • f f _)(//►e 144..12_ t RECEIVED !CITY-OFTUKWIIA N ._ _qy PERMITCENTER RICHARD HUDSON & ASSO AATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324.6160 r I, m.�.� 5_14 . i t 1 1 1 4 .i 1 t }- 1 NI 15C14)1" 112(. I re 5 4 1 - - G I f� f :z `121 1 ..... y _._.__ _. JOB SHEET NO. 12 CALCULATED BY DATE CHECKED BY DATE SCALE c. C fixvr■ c, ✓t, 1 2 .'` _2. 1 ?._...:Pes . 3 -'7h. , 1�' , 1 i ,fly 1 I 1 1 I i 1 1 \t r OF RICHARD HUDSON & ASSOL.LATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 L , 1 i 1 iS' i f i'' , 4 . 1 i i 2S,�" . i I I „ i I j I ! I I - j I I I }� 1 { : _,,,,,,,„ , - � 1. ,�. I n _ I F' `!' 1!61111 11 ; 1 1,.i - �. s! 1 i I/4 '' ... ` - 1 � 1 ? = 14 1 � k. -1 r-- -_{._. i. _ i 1._._ 1 ! _ _ __ . __ . _ . _ w _ - - -- . .�_ _r __ I.y tip. • } - I - 1- - JOB . 1/1 ?ptilY►' - nCO-tp... SHEET NO ' OF CALCULATED BY DATE CHECKED BY DATE SCALE o N pr- l I� I Lfit) + 2o - , - -- i a I • i 1 i i I Jii i !• t t .--{ J am- ' _-_ I I 4 4 1 -- -- - -+ i ; L J -I - 4 }- ? 1 t • 1 t r xt 240 a - -.:, v .P�•r._ �: 4 .�c+i _,ta�►;�. f v •� I v�1�S i _ -_ _ _ _ -_ _ . ix 85 � 110 , i i.50 2 ; i` , I ' _ i 111 RICHARD HUDSON & ASSCL .RTES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 JOB e � SHEET NO 5 4 nc,+ OF CALCULATED BY DATE CHECKED BY DATE SCALE RICHARD HUDSON & ASSOCATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 ___i_ i -4-1 _ 1 - --1-- ---"---_----- - 1 -4- r 4 4 r / 44 i tt2r,40.q. /i" 1 5 Jos fo'dk. wi4-e SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE _1 1 1 4 ! : ; 4 I ; i t-• -.4 t"' . 1 1 t I 1 1 : i f — 1 • ' - T - 1 I I ' r , 1 r 14 — 7 ..... _ ( -71 r ! 1 _1 t • YAP --1 . . I , ........., (2:5. - • . -; -- , - - --..-- ''. t I t . 1 1 ' 1 --- 14 1"'-' *''' '' • 9, yt - co . —? 12 .i. -- t--- 1 7--- ' ... . ._). • , • RICHARD HUDSON & ASSLATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 As gle""1 AI lii At -.44 A.Cf■ i —• - -- --- 1 - i --- 1 --- -- . - I . 1 - . 1 1 4 .; i , 1 : I 1 i -- ---- i 1 i 1 i L teA*-1vvc■ 6. I i 1V) iT . ' • -- • - S - )4 . r ( .9l t, 1 s o ) LI. totis J,D4r.rt-crho soli01 — 1 ZTIi 1 -- ) JOB 1 (- ill i l '4jVYL k.' n 0- tC- SHEET NO. P OF (40 CALCULATED BY DATE CHECKED BY DATE SCALE I i 1 _L • I I I 1 ) . 0' • - , r ' . ; • ; ! _11 tif hi ! 14 oil -ft — t- 7 -1 1 ! I — 1 I. ', p I uegcnoo $. ; 4 1 1 i i :....1 ......! „.....‘ -4..- —.- + 41, ----i- ; i, j . -- 1 ! , r . , • ; • 1 • ! r 4-I, .4. • ! v r i t; 1 2* Lett: •X.74,1* , — I 0 LOOP egv unidoc6,0 I s• (al) • 1 • "I ! • • ! _ W4AA 1 - —4AAJL ir OLEN I Rocky Mountain Bank Note Mr. D. Kehie, 12878 Interurban Avenue South, Seattle, WA 98168 Dear David, Corporate Offices 10455 West 6th Avenue Lakewood, Colorado 80215 Box 17727, Denver, CO 80217 303-233-8080 PIT RECEIVED JAN 4 iY1 PERMITCENTER AN 31391 January 2nd,1991 RE: OCCUPANCY OF GATEWAY NORTH BUILDING Rocky Mountain Bank Note will use the above facility for the imprinting of checks and related financial documents. The manufacturing process involved includes: 1. Producing paper printing plates. 2. Imprinting personal information on pre - printed paper stock using small sheet fed presses. 3. Cutting, binding, boxing and shipping. Material Safety Data Sheets for all materials used in . the production process are attached along with a summary sheet indicating flash point and container quantities. INK. The printing process will use a non - flamable magnetic ink. FLAMABLE LIQUIDS. Other flamable liquids where necessary will be stored in grounded . flamable storage cabinets with self closing doors. PAPER STORAGE. Storage of production }}mnaterials will be limited to 12 height. No rolled paper will fie used in this facility. Please let me know if you require any further information,. Yours faithfully, Michael A. Jones Director Engineering 'CHEMICAL SEATTLE PLANT PRODUCTION CHEMISTRY FLASH, POINT QUANTITIES: :METHOD' 3 -3102' MAGNETIC OFFSET INK N/A 2 LB CONTAINER 3M FOUNTAIN CONCENTRATE N/A 1 GAL CONTAINER 3M ETCH. N/A 1 GAL CONTAINER PRINTWARE PLATE DISPERSANT 102 - 128 F ( TCC:). 1 QT CONTAINER PRINTWARE TONER • 102 128 F (:TCC :) 4 Q CONTAINER WASH V -120 105 'F' ( TCC) .55 GAL CONTAINER RUBBER REJUVINATOR 117 F.: ( TCC.), 5 GAL CONTAINER SEE ATTACHED MATERIAL SAFETY; DATA SHEETS Section 2 HAZARDOUS INGREDIENTS CAS Reg. No. 0 Io Wt. TLV (units) 1. Untreated oil (paraffinic and naphthenic) * * Possible carcinogen - See Section 9, 1135. >1 5 mg. /M 'MATERIAL SAFETY Q- TA SHEET (APPROVED BY THE U.S. DEPARTMENT OP, 480R AS • ".aantially similar" to form OSHA -20 (fernier LSe -0SS-4) FOR HAZARDOUS PRODUCTS USED IN PLACES OF EMPLOYMENT Section 1 NAME AND PRODUCT 3 -3102 Magnetic Offset Ink MANUFACTURER'S NAME I. A.B.DICK COMPANY STREET ADDRESS Ic) 5700 WEST TOUHY AVENUE CITY, STATE, ZIP CODE 1.) CHICAGO, ILLINOIS 60648 CHEMICAL NAME, TRADE NAME, AND SYNONYMS (0) HAZARD CLASSIFICATION FOR DEPARTMENT OF TRANSPORTATION (DOT) Flammable Liquid ❑ Combustible Liquid ❑ Corrosive Material ❑ ❑ DOT Shipping Name Not regulated UN# Section 3 PHYSICAL DATA >5 °F. N.A. N.A. N.A. SOLUBILITY IN WATER Insoluble Heavy Paste 6. SPE GRAi/ITY1H2 O m 1) 7. % VOLATILE BY VOLUME 8. COLOR AND ODOR 9. PHYSICAL STATE Linseed Oil 2. BOILING POINT ( 3. VAPOR PRESSURE (mmHgat 20 °c) 4. VAPOR DENSITY (air "1) s pH Section 4 FIRE AND EXPLOSION HAZARD DATA 10, FLASH POINT (AND METHOD USED) N .A• of T.O.C., T.C.C., C.O.C. 12. EXTINGUISHING MEDIA: For latest data, con- DATE THIS FORM WRITTEN sult manufacturer. Id) October 31, 1985 SIGNATURE If) Kenneth W. Pinter 7C - '7v. ? -• FREEZING POINT (0F) N.A. 1 71 Black 11.FLAMMASLE LIMITS (STP) L.F.L. N.A. lb) 312. 647 - 8800 U.F.L. N.A. r•'WATERFOG ❑ FOAM ❑ ALCOHOL, FOAM ❑OTHER 13. SPECIAL FIRE FIGHTING PROTECTIVE EQUIPMENT 15. 17. 19. None. 14. UNUSUAL FIRE AND EXPLOSION HAZARDS None. Section 5 STABILITY INCOMPAT- IBILITY (Materials to avoid) REACTIVITY DATA 18, HAZARDOUS DECOMPOSITION PRODUCTS CO, CO and smoke. HAZARDOUS POLYMERIZA. TION 16. CONDITIONS TO AVOID None. El ACID El SASE 20 CONDITIONS TO AVOID None. LJCORROSIVE EMERGENCY PHONE NO,: 24 HOURS ® CO2 NORMAL CONDITIONS OK FIRE CONDITIONS OK ❑ WATER ❑ OTHER 550514 © DRY CHEMICAL OXIDIZING MATERIAL MAY OCCUR WILL NOT OCCUR x (FRONT) Od I 1. Material Safety Data Sheet • (continued) Section 6 21. ORAL INGESTION Not known. See #27. 22. EYE CONTACT Mild irritant, flush with water for 15 minutes; consult a physician. 23. SKIN CONTACT Wash with soap and water. 24. SKIN ABSORPTION See Item 1/23. 25. INHALATIONJTLV OR SUGGESTED CONTROL FIGURE) 5 mg. /M for oil mist in air. Normally not a problem with this material. 26.EFFECTS OF OVEREXPOSURE None. 27. FIRST AID PROCEDURES Section 7 If ingested, call a physician. 28, STEPS TO SE TAKEN IN CASE MATERIAL 15 RELEASED OR SPILLED Wipe up and dispose of with solid waste. If solvent wetted wipes were used, dispose of in approved containers. 29, DISPOSAL METHOD Section,8 30. In accordance with local, state and federal regulations for non - flammable oil waste. VENTILATION 31. RESPIRATORY PROTECTION (Specify Type) None. 32. PROTECTIVE CLOTHING None. HEALTH HAZARD DATA MECHANICAL (General) 33. EYE PROTECTION JNOT NORMALLY NECESSARY a SAFETY GLASSES WITHOUT SIDE SHIELDS •CHEMICAL WORKERS GOGGLES O GAS TIGHT GOGGLES OR SAFETY GLASSES WITH SIDE SHIELDS EQUIVALENT 0OTHER 34, OTHER PROTECTIVE EQUIPMENT None. SPILL OR LEAK PROCEDURES SPECIAL PROTECTION INFORMATION LocAL EXHAUST None required. Section 9 SPECIAL PRECAUTIONS OR OTHER COMMENTS 35. OTHER PRECAUTIONS None. The information herein is given in good faith but no warranty, express or implied, Is made. SPECIAL OTHER 35. PRECAUTIONS TO SC TAKEN IN HANDLING AND STORING Untreated oils (naphthenic and paraffinic) are possible carcinogens based on tests laboratory animals. In case of skin contact, wash with soap and water. 73288 2 (BACK) • Form No. 278117 MATERIAL SAFETY DATA SHEET 3M 3M CENTER ST. PAUL, MINNESOTA 55144 -1000 612/733 -1110 Duns No.: 00- 617 -3082 DIVISION: Printing Products TRADE NAME: 3M FOUNTAIN CONCENTRATE 3M I.D. NUMBER: 77 -9800- 7213 -4 77 -9800- 7214 -2 77 -9800- 7218 -3 ISSUED: NOVEMBER 4, 1985 SUPERSEDES: JANUARY 1, 1983 DOCUMENT: 10- 3211 -9 =========== == == = = = =- == = = = = = = == = = = == == = ==== ==s=ass= = asses= = = = = = 1. INGREDIENTS C.A.S. NO. PERCENT EXPOSURE LIMITS ===================================_= = = =_ ===_ =_ =_= =_ = =__ = =_ == __ = = = -- Water Zinc nitrate Phosphoric acid Ammonium dichromate 7732 -18 -5 7779 -88 -6 7664 -38 -2 7789-09-5 SOURCE OF EXPOSURE LIMIT DATA 1. ACGIH THRESHOLD LIMIT VALUES 2. FEDERAL OSHA PERMISSIBLE EXPOSURE LIMIT 3. 3M EXPOSURE GUIDELINES 4. CHEMICAL MANUFACTURER RECOMMENDED GUIDELINES 5. NONE ESTABLISHED ABBREVIATIONS N/D - NOT DETERMINED N/A - NOT APPLICABLE 70.0- 80.0 none 20.0- 30.0 none 0.0- 5.0 1 mg/m3 0.0- 5.0 0.1 mg /m3 2. PHYSICAL DATA 3M 5 5 1 2 ======-======================== = == = = = = == == ===== = = = == = = == - = = = == = s = = = = = = = = == =as=s=: == =mass = == = = = = =_ = = = - = as= s=ass:- s- s = =s = = = = =__ = = = = BOILING POINT: VAPOR PRESSURE: VAPOR DENSITY (AIR =1): EVAPORATION RATE (Water =1): APPEARANCE AND ODOR: 212 F Approx. -W ater N/D EXTINGUISHING MEDIA: CO2 SPECIAL FIRE FIGHTING PROCEDURES: None SOLUBILITY IN WATER: SP. GRAVITY (WATER -1): PERCENT VOLATILE: Soluble 1.19 70 Approx. 1 VISCOSITY: 3.5 cps Dark Orange- Yellow liquid pH: < 1.0 s eem sae s== =s= -assts =as=s -- .=-- =- ewes-=- s==sss- s===ss_==s=-- =-- ===-- = == == = === 3. FIRE'AND EXPLOSION HAZARD DATA s-sa=========== sa= sse sss ss=== =======s=easssssssssosasrs===m= sa= =se==as= = = == FLASH POINT (N/A): FLAMMABLE LIMITS - LEL: N/A UEL: N/A MSDS: 3M FOUNTAIN C NOVEMBER 4, 1985 UNUSUAL FIRE AND EXPLOSION HAZARDS: None _= == == _ 4. REACTIVITY DATA ===== = = = = = = = = = = = = = = = = = = = = = _ = = = _ STABILITY: STABLE ITRATE INCOMPATIBILITY - MATERIALS TO AVOID: N/A HAZARDOUS POLYMERIZATION: MAY NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS: N/A Page 2 ==================s===========================5=============_= 5. ENVIRONMENTAL INFORMATION ============================================================== SPILL RESPONSE: Observe precautions from other sections. Collect spilled material - clean up residue. Place in U.S. Dept. of Transportation approved container. RECOMMENDED DISPOSAL: Add sufficient sodium metabisulfite to reduce chromium to the trivalent state. Add sodium hydroxide or lime to raise the pH to 8.0 or above to precipitate chromium and zinc. The precipitate should be sent to a "hazardous waste landfill ". Small quantities of filtrate may be sewered in accordance with local regulations. Since local regulations vary, consult local authorities or regulations before disposal. ENVIRONMENTAL DATA Material has U.S. EPA Hazardous Waste Numbers D007 (Chromium) - D002 (Corrosive) s = = = = =s: = = = == =a= === =___________ _____ = = = = =s =ss= = — = = =- -s=acs 6. SUGGESTED FIRST AID ===== 5 === 55 =================== a== == = ==5.=S==== === = == = = === 5= = = = == EYE CONTACT: In case of eye contact, immediately flush eyes with plenty of water for at least ten minutes while holding eyelids open and contact a physician. SKIN CONTACT: In case of skin contact, immediately flush affected area with large amounts of water. INHALATION: If respiratory irritation occurs, move to fresh air. IF SWALLOWED: If swallowed, do not induce vomiting; drink two glasses of milk or water and contact a physician immediately. MSDS: 3M FOUNTAIN C CENTRATE NOVEMBER 4, 1985 Page 3 saaaa amaassaa =assa===maaaa aaa=aaaaaasamsaaamaaaaaa == == as = === === ==a= = = == 7.. PRECAUTIONARY INFORMATION ass as as aasasaaa= aasa=am== ====ssamaa== === a =aaa= === a=asma = == === == == = == = =_ Do not get in eyes or on skin. Wear chemical eye goggles and protective gloves when handling. Immediately remove contaminated clothing and launder before reuse. Avoid breathing vapor. Use only with adequate ventilation. Keep container closed when not in use. Do not take ,internally. Keep out of'reach of children. MSDS: 3M FOUNTAIN CON ,1*RATE NOVEMBER 4, 1985 8. HEALTH HAZARD DATA aaaas: sssaaaam a== ===s=esasa ==== === ===saa = =ee= am==ass=== == a==== ==== = =a = = == ===aaaasa = === === a= == = == = = = = = =a= tat === ass== == == = == = =___ = =_= Skin Contact: Corrosive! Causes severe burns and tissue damage. May cause allergic skin reactions in some individuals. Inhalation: May cause respiratory system irritation. Ingestion: Corrosive! Causes severe burns and tissue damage.. (Ammonium dichromate, in large doses, can cause kidney and liver damage.) Page 4 Eye Contact: Corrosive! Causes severe burns and tissue damage. May cause permanent eye injury. ssssessesstsssssssssssumssssasassasssssssssssstssssas :s=t ets= aa¢sss = ==== The information on this Data:Sheet represents our current data,: and best opinion as to the proper.use in handling of this product. under normal conditions. .Any use'of the product which is not in conformance with this Data; Sheet or which involves using the product in combination any - ether' product or any.other' process is .the responsibility of the user. Formaldehyde 4. 0.1 2 ppm C* Water > 70 N/A Glycerine > 10 N/A Monobasic Ammonium Phosphate < 10 N/A Potassium Ferrocyanide < 5 N/A Other Ingredients < 5 N/A *The ACGIH is considering lowering the TLV for formaldehyde to 1 ppm C and listing formaldehyde as a suspect human MATERIAL SAFETY DATA SHEET Form 16503 -C PWO Chemical FemIly 3M I. D. Number 77 -9801 - 3796 -0 1. INGREDIENTS carcinogen. 2. PHYSICAL DATA Boiling Point Vapor Pressure Vapor Density (Air = 1) Evaporation Rate =1) Unusual Fire and Explosion Hazards 4. ENVIRONMENTAL INFORMATION • 3Mt 3114 Cantor St. Paul, Minnesota 55144 (1312) 733.1110 Trade Nome 3M ESP ETCH 200 °F Appearance and Odor Clear Green Solution - Slight odor. 3. FIRE AND EXPLOSION HAZARD DATA Flash Point (Test Method) N/A Extinguishing Media co 9. fOaID.,t.S1ry_chPfl1CA1,,_Jate.r Special Fire Fighting ProcetiLres Printing and Reprographic Products Division CAS. # Solubility in Water Specific Gravity (H =1) Percent Volatile pH Flammable Limits: Spill Response Collect spilled material. Flush area with water as necessary. LEL = DUNS NO.: 00.617.3C J TLV® (unit) Soluble 1.10 1.0 4.0 - 4.2 UEL 3M 48.971 Recommended Disposal Commercial incineration with destruction and removal efficiency greater than 99.99% is preferred. Alternatively, treat with excess soda ash. Let stand 24 hours. Decant or siphon liquid into another container. Neutralize with 6M HC1 and discharge with large volume of water to sewage treatment system. The precipitate (solid) may be landfilled i allowed by_ local gulations. (Oil and Hazardous Materials Technical Assistance Data Sy Environmental Data of NIH - EPA Chemical Information System.) Sma I i quantities (< I gal) can be sewered if allowed by local regulations. Threthoirt Ltmi. V.r•.. lttlh.l ehnvt era cu..•nr rn_T lleceute they are rnvlcweti yearly by ACGIH .anti Sublecr to cl^ 1n a luwall ttar for row u•. r or thi% M11.aa1 Rl ^lv la•a e ' +.' NO n.al ^tam ivy or r e4, 7 y 'a a lower value' neCt v o c � tats TI.V t an•t upoal ^'h• sheet pe►i0o.• Jlly TRADE NAME: 3M ESP ETCH 6. HEALTH HAZARD DATA Eye Contact Non - irritating (no irritation was observed when the product was placed in albino rats' eyes). Skin Contact Non - irritating on single contace (no skin irritation was observed when the product was placed on albino rabbit skin). Inhalation No hazard anticipated during normal use. Ingestion Hazard has not been fully evaluated. Acute oral toxicity is expected to be low. Suggested First Aid Although the product has been determined to be non - irritating to the eyes, it is advisable that the eyes be flushed thoroughly with water if eye contact does occur and that a physician be consulted. 8. REACTIVITY DATA STABILITY INCOMPATABILITY ❑ Unstable Stable HAZARDOUS ❑May Occur POLYMERIZATION ®May Not Occur Hazardous Decomposition Products Potassium ferrocyanide is normally quite stable; however, heat may cause the release of hydrogen cyanide gas. 7. SPECIAL PROTECTION INFORMATION Eye Protection Ventilation Respiratory and Special Protection Other Protection Conditions to Avoid Materials to Avoid Conditions to Avoid 8. PRECAUT INFO RMATION 9. DEPARTMENT OF TRANSPORTATION COT Proper Shipping Name Not Applicable Skin Protection DOT Hatud Class Not Applicable Avoid prolonged or repeated skin contact. Avoid eye contact. Issue Oat. Supersedes Oct. 1982 Oct. 1980 The information on this Data Sheet represents our currant data end but opinion as to the proper use in handling of this product under normal conditions. Any use of the product which is not in conformance with this Data Sheet or which involves using the product in combination with any other product or any proms is the responsibility of the user. OLIN HUNT SPECIALTY PRODUCTS INC. A SUBSIDIARY OF OLIN CORPORATION b GARRET MOUNTAIN PLAZA NWcST PATERSON, N.J. 07424 T WF NA�:S PRIN ►HARE 1440 MATE DISPERSANT ELECTROSTATIC PLATE DISPERSANT FYF`t * NOT NOPMALI Y REQUIRED .L * NOT NOKrtALLY REQUIRED QIItta t NOT NORMALLY K EQU IRED' :t�:l T LAT 1 Q�I,wg9wiaeol * NUNE ESFYnNn GOD) ROOM VENTILATION NORMALLY REQUIRED. CATM t PAGE 1 1 Olin Hunt MATERIAL SAFETY DATA SHEET EMERGENCY NO' 1• (A00) •OLIN - 911 * * * * * * * * * * * *** * * ** ********************************* * * * * * * * * * * * * * * * * * * ** * * * * * * * * * *= SECTION•t IDENTIFICATION ***** s********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *_ REF$H0423 Ct:= 1QQ1.dEAt2.0.I PETROLEUM SOLVENTS rl+RMTQAI Ffl M l AI MIXTURE "FMTat6 ..s CLEAR, COLORLESS LIQUID WITH A FAINT HYDROCARBON ODOR Ca:.NQ,i 64742 - 48.9 ************************************************** I** * * * * *4 * * * * * * * * * * * * * * * * * ** * * * * *: SECTION •2 NORMAL HANDLING PROCEDURE «**********************.**************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *_ ► GA4IiQN5d lg_ UL_ IW IE "_.l MA_ULI4_A0.1IQdACgL NOT TAKE TNTEKNALLY, AVOID CONTACT WITH EYES. SKIN OR CLOTHING, UPON CuNraCT WITH SKIN OR EYES, :WASH OFF WITH WATER. AVOID BREATHING MIST OR VAPOR. STORE Try A COOL, DRY, WELL•VEriTILATEO PLACE AraiAY FROM ALL SOURCES U1 IGNITION. AVOID CONTACT WIIM SIROI4G OAIDANTS, *IN ?ULK HArVOLTN ('o ,SEAR GOGGLES, NITRILE GLOVES AND USE LOCAL EXHAUST VENTILATTON. k***'*****'*** * * * *'* * * * * * * * * * * * * * * * * * * * * * * * ** *****#** * * ** * * * * * * * * * * * * ** * * * * * * * * * * * *_ SECTION -3 HAZARD INGREDIENTS t* * * * * * * * ** * * * * * * * *, ******************************** * * * ** * * * * ** * * * * * * * * * * * * * * * * * **= iSUPARAFFINIC HYDROCARBON MIXTURE r. c.tNal 100Y •6"742.49.9$ 97.99 %.NOT ASSIGNED /MIXTURE'E;,QEN I 97.99% UR 100% NONE ESTAdLISr1EL' 1Nvitbat TnUTI7iT ;7T'3x3 r ratNw tl OIN30vinw a8 01 NMC luN IJ1:1, i OIN3OONID V3 39 01 NNON)1 1nFJ Tuirv3ru i°)J?J vivo nN T't':5i'17Ani'3I"19 7 c il9BVa) O) /9 Z < 7Si;"u1"1774'a30'3x ", 7 t iva) 9N /0 S < Trr $9 'iv eilu`dt'ily *t***** ******************************** 0* *** * *** ****** ** * * ***** **** * * *** t 1 Onooad) A001OOI XOl 9•N01103s ******************************************:******** * * * ** * * * * * ** ** * ** * *** **:* * * * * ** •NvIOISAHd V 11V3 •111V HS36d 01 wIiDIA SAOtiad A1410nawWI I NOiT.A IvMN1 '31nlio 0i )131vM YN160 Al ?1VtngwwI MfT1513g1 • NVIO'ISAHd v 11V3 'S31fNIw St ri0d 11a1vM 1. 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VZV�d NIVLNfOW 13FitlYD S NOI1VtlOdtl00 NI1O JO A YIOISBnS '0N1 SlOf10O61d A.LlVI03dS.LNRM NI-10 '5311 d0'1HOndAH 6 N30AX0 0313111N30M00 6 3NI y01H0 01 f10I 1 • S 1NvO1 xO 9r:n`i1 S Tni T lTyT jv'n1;01r 1_ aNlx Awd 40 S93'dflC'S NOI11N0I - 1v3H -+o1H TnTm7; OI'SN`ilTisN X Tri1 :3u T iIIjaa - 7vr+ +wul ►61T73 .4A it,a hIlutitiv LvH �yd>yHV3 Sy381aa •scar 33 myinga T18 T31tl"o.SNfl XITITA - VSS r********************************** ik******************** ** * *** * * * * * * *** * ** **+k* #3k v1v0 A1IAI10v34 6'rJOI103S :******** * * * * * * * * * * # # * * * ** * * # * * * # * * * * * *, *********** * * * * *** ** * * * * # **** * * * * * *** ** * ** vicr o E1 Y 6 0 iaVd8nS - a40 6,' 031v1nOd>d '1'0'O -NON 'd OOT < 1NIUd HSV1d TInazTeTs - Inn 1N3A1OS 6 °I'0 6 N 6 S1vId31a.4 AN1 roll r** s*********************** * # * * * ** * * * # * * ** * * *# *4c**s *#ti>t ** * *** * * * * *s * ** ** * *** ***** viVn 9N1ddIHS S- NOI103S ************************ * * * * * ** * * * * * * * * * * * * # ** * * * * * * * ;s s* # * * * **** * ** ** ** * ** * * * * ** •S3mni00Md lvSOdSIO V3dritid 3r`'Twa3130 01 S31N30v ANO1vin03ti lvOnl ONv 31r1S 6 1vd ?Oz4 31VI'ddOlddr lnnSn'n0 '1VTti31VW SINi b04 USAOdddv )23NNvw v NI Svv31 VU Sl'iNdS dh 1'd I'JC'd1;1 NI 03S0 Sl I b31Vw OtIV S2+3N1 V.INU0 Aldw3 ' 1 031 .d11 wvi 00 dU dSudS I :J it'ttPTw 1v107.1STim;TS M :***************************** **#*********** 4#*** * * * * * * *s * * * * * * ** * *** * ** * **** * *0 t* (31Sv.) 3Hn030nz4d a0v)1r31 )30 111 dS vL- N0I10aS _****************#***********#**#***.**************# # * *** * # * * * * * * * * * * # * * * ** * * * * * * ** '3S03b 3HC1d3EI 9r•'IHin10 031vN1 4vJNna 't'lv HSvM 'ONI1vaS 3t10439 3Z11IBV1S 01 M011y '�+3^'1viN00 31V1tidOdddv Nv NT 31v1d ONV dfl Nv310 '1N38110SnV 'kW] 31311SndWOO -NON nay 'i3SS3A 30v0JO1S »0 N3NI111N00 ONI)IV3l -NnN 01 S1N31 NOD 113dSN rl ')v31 40 3021n0S dCUS ' DNI NI O A8 1l l do d 0 r3'dv 3J v1OC 1 'NOILIFJ01 do S30tinnS 11v 3AOw321 'S10OA C1NV S3A019 311N1IN 6 SnlvH3A00 6 Sa1c)On0 dV3M '( tip 62 33S) 3Sn 2401VaIdS3d 10d SNOI1V1nOa1.1 VwSO MOI1Ud '111HS 2011V1 V 40 1N3A3 3141 NI Sa01Vti1dS3a dOdVA 01NVDii0 03AMiddv vHSrl H(IIN Hv3+1 1 Bu - 1 /Illw nu3 mon:1'v w*****#********#**►******************#********** * * * * ** * * * * * ** * * * * * * * * ** * * * * * *„ (S31ino30fKd 1Oti1Nn0) 311n030nrid 30vx1/3l 210 lildS L - NnT133S :*******************************#.** s* * * * * * * *** * ** * * * *c* ** * * ** * * ** ** # #*,** t * * * * **' ** 'S10add3 A3rJaIN 0uiw aNv vIw3NV (01Iw) 30'x$+0 4 01 03Sfw aTV NI wdd 00E 01 lv003 an NVH1 1131v3a9 SNOI1vti1N30NOD 1 NUENVJO„0AH avl1w1S V dU SOH 01 S3L+nSodx3 NOIlr1VHNI 031V3d3r 'SilIlrwa30 1181M21 7tP88Ha S'C13333 6 v3S0vN ONv SS3NO30v ?H 1HOI1 'SS3NI22I0 3SnvD AVw 10VIN00 NINS a30N010tid a0 StlndvA ul 3ur1SO4Y,4>~4Au 'NOI1ViI1311I 3NVa8W3W Sn00nw ONV SAS 'NINS T38n5'a78 d1IIJV du SI33 ;33 NOIIV1VHNI 6 1vwd30 Ta' uT1 d80S6610 S3liva 173T3MTrd 1Nviflid Tr`v6TI"vIT88T - RTAS T16- NI10•(008) -t ION ADN303w3 . - H S dINa A13AVS Tv'I 31dw t.UnH LI £ t3Dvd SO2.,_ R t*LV0 t'ZP10 T'N 'NOS831tld 1S_ VZVld NItl1NfOW 13tll,tl0 S NOI1VdOdd00 NIIO JO AblVtOIS8fS V '0N1 SLOf1O0bld A1117I03dS.LNf11.1 NI10 OLIN HUNT SPECIALTY PRODUCTS INC. A SUBSIDIARY OF OLIN CORPORATION • ^,ARRET MOUNTAIN PLAZA iT PATERSON, N.J. 07424 N_Z9euQtu5jacgte JS T TInN ca nnlUQIL CARBON MONOXIDE • CARBON DIOXIDE k * * * * * *# *************************** **************** * ** * * * * * * ** * * * *** * *** * * * * * ** * *x - SECTION -10 PHYSICAL DATA ***+*********************************************** * * * * * * *** * * * * * * * * * * * * * * * * * * * * ** _tLILUQ- EUI_'IS NUT APPLICABLE . R:: t IV. *1.74 ∎U. 76 ('ATEN • 1) SULQAIL1TY IN WAIFP1 NEGLIGIBLE 11 L:ILLE•: in" ItagUE.MIII t 5 • U • 5 . 3 (Apt • 1) *************4************************ * * ** * * * * * ** * ** * * * * * * * *s * * * * * * *: SECTION -11 CANADIAN ADDENDUM t* * *** * ** ******; t****> tt****** ** *;t*** * *** ** *** * * * *** * ***** *m* * ****>lt1K>1 ** *** * ** **s*= ** PHYSIC DATA * * * * *a * * * * * * * QuR�t ESSENTIALLY ODORLESS n .L':4. /ne5uuL ul NoT APPLICABLE EaMIU5.EQl:lI1 NOT APPLI. 0.74+ CUBLEis?_yT. NOT APPLICABLE PIPE OR F.XDLOSTON HAZARD * * *, * ** ** * * * * * * * *• * * * * * ** .UIU: Cni l I jual.10.2EKaILIBEI 293 DEG. C (560 DEG. F) �.- .. -- r�- 4.:- Srui11�111x.T:.ME:NaN1� °6.I:e:GI3 N�7T. APPLICABLE tlE6r T11�I DATA . SeLIyLILV,TV Tn STATTC I')T$riuta YES T PROPERTIES * * * * * * * * * * * * * * * *** ** * *** 5k:SllIZAILu IU- EZQiw:IL SEE SECTION 6 agea:uI.cI1ye.iQsis.Ttt1 "tit KNOWN OR RFN ►7RThO NUNS KNUwra UP REPORTED _ d: t. UE- ICIICCLNICALLY.iMEE11/SI1C PanniILII CATA1,868205 PAGE: 4 Olin Hun MATERIAL SAFETY DATA SHEE' EMERGENCY Not 1•(800)- OLIN•911 aollauSi.guluI1313 -38 F .V.9Er PQPSSIIPPI 3 0-36 MM HG 25 C PH.EICI:Fi NOT APPLICABLE FylAanRATtnN PaTFt 0.1 (RUTYLACETATE • 1) OLIN HUNT SPECIALTY PRODUCTS INC. A SUBSIDIARY OF OLIN CORPORATION 5 GARRET MOUNTAIN PLAZA "ST PATERSON, N.J, 07424 OTHER HYI)ROCAROONS CATMI 8 `1 5 PAGE! Olin Hun MATERIAL SAFETY DATA SHEE• EMERGENCY NO* 1•(800)•OLIN•911 r * * * * * * **** * **** * * * *** * ** * * * ** * * ** **?k 1 4** * **0 * * * *** ***,** * * *** *fir * * * ** * * * * * * * * *** ItdFURMATICN FUPNLSHEU :BY.t ENVIRONMENTAL HYGIENE :DATE; JUNE 149:1988 AND TOXICOLOGY (203) 789.5436 c 'L1N HUNT SPECIALTY PRODUCTS INC. A SUBSIDIARY OF OLIN CORPORATION 5 GARRET MOUNTAIN PLAZA 'T PATERSON, N.J, 07424 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SECTION•1 IDENTIFICATION ******************************** 41****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Ta91�g.e9�g� PR I N I WARE 1640 PLATE TONER rNFMTCAL_:°JitE ELECTROSTATIC PLATE TONER caL4141 NOT AS5IGNED - MIXTURE (97.99% 64742■48.9) CATM1 REP1H0423 MATERIAL SAFETY DATA SHEE' EMERGENCY N01 1•(800)- OLIN -911 dtgtI:L- E1_1L.. PETROLEUM SOLVENTS C ICIL t:nQ Mt IL M I X TUR E _ n;,5rRT Ilrv- BLACK LIQUt0 WITH A FAINT HYDROCARBON 000R PAGE* 1 Al in Hun ***************** * * *+ * * * * * ** * * * * * *** * * * * * * * * * * ** *** * * * * * * * * * * * * * ** * * * * * * * * * * * * * * := SECTION -2 NORMAL HANDLING PROCEDURE **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *as . NOT TAKE TNTEKNALLY. AV17T0 CONTACT WTTH EYES. SKIN OR CLOTHING. UPON CUNIACT WITH SKIN OR EYES, WASH OFF WITH WATER.'4VOI0 BREATHING MIST OR vAPOR, S!DgE IN A COOL, ORO WELL•vENTILATED PLACE Ar4AV FROM ALL SOURCES OF IGNITION, AvatO CON /Act WI r), STRUNG OXIDANTS. *IN AULI( HANDLINU, W)AR GOGGLES, NITRILE GLOVES AND USE LOCAL EXHAUST V ILATIGN, g::51 * RIOT NORMALLY REQUIRED 2LguM5 * NUT NORMALLY REQUIRED rltgQl NOT NORMALLY REQUIRED Y� tIL9 lltl."..� g2UJ UJ * NONE BFYONn GOUT ROOM VENTILATION NORMALLY REQUIRED. ! * *'4 ************** * ** * * * * * * * * * * * * * * * ** * * * * * * ** *** ** * ** * * ** *fit ** *sic * #*** * * ** * * ** * * * * *s SECTION •3 HAZARD INGREDIENTS **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *x 2951c- nigalas . L$OPARAFFINIC HYDROCARBUN MIXTURE ,,.V.Q 1 - 6 -49 -91 97- 99 %4N0T AssIGNEU /MixTUREegR.gEuIj 97.99% OR 100% NO1E ESTANLISHEU 1NViIdVt T►v:TiFiTnri' ;T; 0I N30v JMw 3d 01 N'MO►,I)+ 1DM T5T WAi OIN3OQNIDI1V1 38 01 NMON> 1nN TJTNd50NT1O73 VIVO nN TtIrri'IMIT'a211'Sv (ileeVa) 9)1/9 2 e Tn>r`urIvwAAu' ;T "37 (IVO) ax /9 a Tnr'u1•1'v9u' ;ir,Zq e ** * * * * * * * * * * * * * * * * * * * * ** ** * ** * ***** * * * * * *** ** ***** * ** * * ** **** ** * * *** * * *** * ** ***** (i3flooid) A90100IXO1 9•Nn1103S k************* * ** * * * * ** ** * * * * * * * * * * *** *** * * *************** * *it**** **#**+F,*** *** * *** 'NVI71SAHd V 11V3 • 3IV HS3ad 01 .4I101A 3A0w311 A131vIngww1 $NU1J. ►vH�l '3lnlio of k►+id0 A131atO3Wwi TrumSannT 'NVI3ISAad V 111/7 'S31nNIw ST iiOd 1 H11,4 NSnld A131VIO3wt'JI MIT; 'NVIOISAHd v 11V3 'SdOl3Aa0 NOIlv1Ia'aI NV dI 'H31VM H.IM MSr►°1e 11:avlu3wwl T1T7S Snrit lnArnTrTnT3`Z1 ;:n 'I4OI 1~3151&5 SnOnd3 ►v 'V3SfVN '3HO7Ov9N 3Snt'D AVw NOIISPU I 'NOISS32Jd30 w31SAS 00AH3N 1Va1N2O •?H0VOv3H 'SS3'IZ21C 3SnvD Ar►H 1.71(()7 n11N5 Da9ND'1Oad b0 SliOdvA d0 S31iIiNVno 39bv1 du (Oily V'4NI mrsrla11- ;7n ;n oaHS I isv153 3NON WIW ITwT1'010ASITAT ************************************************ * ** * * * * * *Mt** * * * *** * * * * * * * * ***1 4* VIVO Odv7vH Hllv3H S «NfIin3S :************************************************** * * *** * *** * * * ** * * * ** * * * * * * * * * * ** 8 31Id V NI 03A1OA.N1 SI 1VI31VW AND N3HM SniVbV ONIHLV3b6 u3NIVIN0D -d13S ?dr15S31�!d ;AI1iSOd C3A0 ddv .vWSW /HSOIN 3Sn •SaDdVA Q31INOINn 3Sa3dS1(1 110 /oNv b3NIv1Nn) n;S0dX3 10W.) 01 o3sn 3R olnoHS AvadS b31VM TmI OTIr utoTi hnTr;;Trl'IT+67'VP '3�II:I 9NI1401d NI 9 IID3dd3NI 3s AVN a31v01 '301X010 Nn9 VD 110 WvOd 6 1VDIW3H7 AyR 'AvadS ' iv7�,�w " ni�THSIr►uNT.�xd zo 'L T1 ** #***************** c********************* * ** * ** * * * * * * * *#*** * * ** * * * * ***** *sic ** * * * ** v1v0 OaVZVH NOISOldX3 ONV 3aId b• NDI133C ** 4 ************************************* * * * * ** * *** * * * * ** ****** * * * * ** ***** ***xm** tT6.NI10- (008)•T ION A3N39113w3 .33 HS Vlda Al3dVS 1V1U31VW :UnH U HO 2 139rd 00eiy ililv0 uI('IDI1 31F11Sntiwo TNLTLVS11 ; ;V 1'S Inl zoo Tn371131 • TSIT ;TI d7I3uldxd dldvNwvld (071) d 8 twZOT TnrH1dW IKTG3'Mt713 'NOIi 3Nv11ew3w Sn03nw ONV 3A3 'NIxS TSI!I ;33 ;'Ir4'v3T1TNnTS VIVO ON TIS'51 (iv/a•1vdo) 0/9 5 < pZvLO 'r N 'NOSU'31Vd VZYld NIYINf10W 131J1:1t'0 NOIIVtl0d1:100 NIlO dO Ativ101S8fS v •ON1 S.LOf1OO1:id At1171O3eIS tNr t4 NE-1C. ** OLIN HUNT SPECIALTY PRODUCTS INC. A SUBSIDIARY OF OLIN CORPORATION ' >RRET MOUNTAIN PLAZA .T PATERSON. N.J. 07424 CAT**, PAGE* 3 Olin Hum - 1 MATERIAL SAFETY DATA SHEET EMERGENCY NOt l•(800)0OLIN +911 StIC.I_BIIAIIQwl IRRITANT .F: auc.1B9:.BuuitS•cF.9asa:elloul DERMAL, INHALATION gEEtCI:.QE..A :WIE•FalalUagl •SKIN, EYE AND MUCOUS MEMBRANE IRRITATION, OVEKEXROSURE TO VAPORS OR PROLONGED SKIN CONTACT MAY CAUSE DIZZINESS, LIGHT HEAOEUNESS AND NAUSEA. lietcTS.9E.ctag .c.EliegSU.El DERMATITIS, REPEATED INHALATION EXPOSURES TO RATS OF A SIMILAR HY0KOCAR8ON AT CONCENTRATIONS GREATER THAN OR EQUAL TU 300 PPM IN AIR LOW G (MILD) ANEMIA AND MILD KIDNEY EFFECTS. * * ** ** * ** * *• ** * * * ** * ** ** ** * *sa ** * ** icy►********** 3***** ** * *** * * * * ** * * * ** * * * * * ** ** * * *. SECTiUN•T SPILL OR LEAKAGE PROCEDURE (CONTROL PRUCEDURtS) * * * * * * * * * * * ** ►*** 1**+ tf*** V=**************** 10******** * * *** * * * ** * * * * * ** * * * * * ** * ** * *4: Idly u_EN.►.i atalats. .eASE.ge.EIwa wEAF4 NILISH /MSHA APPROVED ORGANIC VAPC)R RESPIRATORS IN THE EVENT OF A LARGE SPILL. FOLLOW USr~A REGULATIONS FOR RESPIRATOR USE (SEE 29 CFR 1910.134). WEAR GUG.LES, COVERALLS NITRILE GLOVES AND BOOTS. REMOVE ALL SOURCES OF IGNITION'.' ISOLATE AREA OF PILL 8Y DIKING, STOP SOURCE OF LEAK, TRANSFER CONTENTS TO NuN•LEAKING CONTAINER UR STORAGE VESSEL, ADO NON•COMAUSTIBLE DRY ABSORBENT. CLEAN UP AND PLANE IN AN APPROPRIATE CONTAINER. ALLOW TO STABILIZE BEFORE SEALING, WASH ALL CONTAMINATED CLOTHING BEFORE REUSE. , **** k******************************************► * * * * * * * * * * * **$ * * ** * * * * * * * * * * * *: SECTION*7A SPILL OR LEAKAGE PROCEDURE (WASTE) **** s********************** a* a***** a**************** * * * * * * *a * * * **** *a * * * * * *V* * * * * :: b _515.41BEUs_`_ LILIVl DISPOSE nF CONTAMINATED PRODUCT, EMPTY CONTAINERS AND MATERIALS USED IN CLEANING UP SPILLS OR LEAKS IN A MANNER APPROVED FOR THIS MATERIAL, CONSULT APPROPRIATE Fkt;ERAL, STATE AND LOCAL REGULATORY AGENCIES TO DETERMINE PROPER DISPOSAL • PI WCEOURES. * a*************.►**e***** a*************************** * * * *a * * * * * * * ** * * * * * * * ** * * * * * * * SECTION -8 SHIPPING DATA s***a** a***** a******* s*$ aa*** a*a* a******► l* * * * * * ** * * * * * * * * * * * ** ** *aa * * * * ** *ass * *: ** Q�J:.:L955= �Jo INK MATERIALS, N.O.I., SOLVENT Gv ,.4: e/H QW:.SIAmEJTI FLASH POINT > 100 F, NON.D,O,T, REGULATED 49 CFR . SUBPART C, 1T3.11mA * * * * * *** * * * * * * * * * * * * * * * ** ** ►*********************** * * * * * * * * * * * * ** * * * *** * * * * * * * * * ** SECTION •9 REACTIVITY DATA *************************************************** * * * * * * * * * * * * * * * * * * * * * ** * * ** * * ** SxA�ILIIY 5IaI.t3 X WWS!AELEL AIL 61ESiBEES GEL.SIUS' ► �Aannllc Pfll YMaKT /AIlc 5 :A:.orcal >aa:..y111'.mr,::Ie.'. X L:::UIZI�L�� T AvU HTGW HEAT • IGNITION SOURCES OF ANY KIND I;ICU_eAIL5IL;,TI1 STRUNG OXIDANTS, LIQUID CHLORINE, CONCENTRATED OXYGEN, WYPOCMLUQITES. 'OLIN HUNT SPECIALTY PRODUCTS INC. A SUBSIDIARY OF OLIN CORPORATION ARRET MOUNTAIN PLAZA T PATERSON. N.J. 07424 PrYSTCAL DATA * * * * * * ** * * *:* C QtQ:: ESSENTIALLY uDORLESS Mo I:g:5"_ : L NOT APPLICABLE EEE €Z L.EQLyI1 NOT APPLI. /r`��1 .1...�iFy'.U .O b y� IN Q CQ1L.4r.TCY r': w NOT APPLICABLE 14. wS.3lMIIlQU FIRE OP EXPLOSION HAZARD * * * * * * * * * * ** * * * * * * * * * * ** Sta11l11IIQU- ICI- ENUUCIL SEE QQ SECTION 6 �wSi�iQ�il t' "Nk KNOWN UR REPORTED ' *�wGT�l MU ' r K URR R1=�'UR(Ttof CC CC N CC Q Urr CATO: k16 2OO PAGE, 4 Olin Hum MATERIAL SAFETY DATA SHEET EMERGENCY NO: 1- (800) t ANOW5.UECQ:ELSIII0U.ESQOUL 3 CARBON MONOXIDE, CARBON DIOXIDE **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SECTION•10 PHYSICAL DATA $ * * ** * * ** * * *� * *** * * * * * ** +****** * * * * * *** * * * *** * ** * * ** * * * * * * * * ** *gyp ** * * * * * **** * ** * *s*= :ELI WQ.EUL IL NUT APPLICABLE EQ11.1iG.PQ1UI1313.380 F EL'1E1: notoq Y3 0.74.0,76 VApnA c ccSSd�E3 30.36 MM HG 25 C (WATER • 1) SULUglL,1IY.1u.:4,.EEl NEGLIGIBLE E:.EACI141 NOT APPLICABLE :AILAIILESI 100% EYAEmIluclac E: 0.1 -0.5 (BIITYLACETATE • 1) ■APUE.UE.'51I:= (AIR r 1) k*************************************************** ** * * ** * * * ** * *** * * * * * * * * * * * * * **w SECTION -l1 CANADIAN ADDENDUM ** t*********************************************** * * * * * * * * * * * * * * *** * * * * * * ** * * * **: A1l:U.1 WIItUN.TtntdAIl1EE1 293 DEG. C (560 DEG. F) E,: LQS: 9=.= A= A.: Sey51Y1 :1:Y.I9.�E�NAel� °.L.1:e96Ib NOT APPLICABLE EdELQSTnh nATA • cFy511I1E1 ::.I:.SI:oIC.::SGy�E�E: YES TUxICOI.OGICAL PRUPERTIES * * * ** « * * * * * * * * *** * * ** * ** OLIN HUNT SPECIALTY PRODUCTS INC. A SUBSIDIARY OF OLIN CORPORATION 5 GARRET MOUNTAIN PLAZA ' 'T PATERSON, N.J. OT424 OTHER HYDROCARBONS CATNI 8 000 PAGE 5 Olin Hun MATERIAL SAFETY DATA SHEE EMERGENCY NO t 1• (800) -0L I N -911 *********.***## * * * * * # * * * * * * * * * * * ** * * * * ** * ** * *> ******+ I.*** * * # # * # **** * * ** * * * *,* * *** * * # * j INFURMATION FURNISHED BY! ENVIRONMENTAL . HYGIENE "DATE! JUNE 14, 1988 ` AND TOXICOLOGY (203) 789.5436 Manutactwe' s Name Varn Products Com•an , Inc. Emergency Tolopnone 201) 337 -3600 1 Address INumtlw. Sheet. City, State and ZIP code) 175 Route 208 Telephone Number lot Information (201) 337 -3600 24 HR.CHEMTREC 1- 800 -424 -9300 Oakland, NJ 07436 Date Prepared 8/13/87 Mellin • ant Signature d Prepare,(opeonM Boding Punt Initial o 313 F Specific Gravity 11120) . 1 0.850 vapor Pteswre (mm Ho) (68 °F.) Mellin • ant 0 °F Vapor Density (AIR . 1) 4.5 Evaporation Rate (Butyl Acetate . 1) 0 MATERIAL SAFETY DATA SHEET May be used to comply with OSHA's Hazard Communication Standard, 29 CFR 1910.1200. Standard must be consulted aor specific requirements. ID€_i . d i gabpand Lras) Section II - Hazardous Ingredients /Identity Information CAS. Hazardous Components (Specific Chemical identity. Common Name(s)) AROMATIC HYDROCARBON [64742 -95 -6] POLYGLYCOL ETHER [34590 -94 -8] 100(SKIN) 100(SKIN) STEL 150 ALIPHATIC HYDROCARBON [64742 -88 -7] 500 100 STEL 200 98% VOLATILE ORGAN.;, COMPOUNDS Section HI - Physical /Chemical Characteristics uDaty in Water EMULSION TREAT AS PETROLEUM FIRE. Unuas rite anti F.plos. r. HaI0N5 NONE (Reproduce Iocaay) IHMIS NFPA 2 -2 -0 Woo Class 3.3 UN No. 1268 Nolo. Blank spaces are not permtted If any item rs not apd Cade, of no inlormat on n evarlade. the space must be marked to Indust° that OSHA PEL I C 1 -2 -0 ACGIH TLV Other Limits Recommended 100 100 NA NJ (optional) Appearance and Oda YELLOW LI UID PETROLEUM ODOR Section IV - Fire and Explosion Hazard Data Flash Part Used) 105 F TCC Esungosmrp Mode POWDER FOAM OR CO penal In) h n Pt oceo.res t lammaale Limas UEL LLL 0.$ 7 OSHA 174 Sept % 85 WASH V -120 Section V - Reactivity Data S,bil,l. Jr:]1.11 SWAP X aM1nn7�',I.1, 'r ,t!.1rPf l,c In 4v,]'!I STg OXIDIZING MATERIALS 1 1:1Yln l.u^ Lril:...IntAlq.l Ol1 u' b,ErWl.l[ ,s.. I,.,i l•' .., X un,r,•r,• , Section VI - Health Hazard Data N et cI Li.:•,cl Li.:•, "` IALAtION: • 'RRSPIRATORY IRRITATION, WEAKNESS, NAUSEA. EYES: IRRITATION. SKIN: ITCHING SENSATION. INGESTION: NAUSEA, VOMITING, DIARRHEA, GASTRO IRRITATION. °rC.;Or7Nr,c',IV I.IP? NO S l %1 Svmol:.mt N F tlxlsWe INHALATION: DIZZINESS, HEADACHE, NAUSEA. SKIN: REDNESS, ITCHING, DRYNESS. EYES: REDNESS, STINGING SENSATION. Mett Cal Cultudo+i t.ieno'aty A uv Exou uie NOT ESTABLISHED L r+nalary;, aa•1 I III A,;1 P:io'e.lules FRESH AIR. WASH SKIN WITH `)AP AND WATER. EYES: FLUSH WITH LARGE VOLUMES OF WATER. INGESTION: DO NOT INDUCE VOMITING. SEE DOCTOR AT ONCE. Section VII - Precautions for Safe Handling and Use s1eoMOP T UP r SMALY. !f1 ^ SPI` .. S. s lbSORB LARGE SPILLS ON ABSORBANT. TRANSFER TO SEALED METAL CONTAINER wasio ar.(JOS°I MPlnoo RECLAIMER, LICENSED HAZARDOUS MATERIAL WASTE HAULER, OR INCINERATOR. SUBJECT TO LOCAL REGULATIONS. Y'Ctid.i',u "q IC be `°]e'i r 11J"ol n 'Mao "C KEEP AWAY FROM S RO�JG OX IDIZERS, HIGH HEAT SOURCES, SPARKS, OPEN FLAMES AND ALL OTHER SOURCES OF IGNITION. ,71naf Ph/ ,•. NONE SLIGHT Section VIII - Control Measures $es0Ii1:J rl..i,( : �" iSGA'.r, lela9 NOT REQUIRED UNDER STANDARD USE CONDITIONS SYNTHETIC •i .' f Q 1n v, , •.I NONE I I. _.., 1 41:0 , .0 ConNlior, to Avoin CO , CO, ON IGNITION mot 010 II) votl YES YES Skin! IARC 1Aorogrng16 LEnr, tAli W0•It H,tperC I-I.C.Ce: IF SKIN OR CLOTHING ARE CONTAMINATED CLEAN SKIN AND CHANGE CLOTHES. NONE KNOWN NONE KNOWN VERY SLIGHT Iranbl YES S1xn :„e NA NA DSHA Rp GOGGLES. GLASSES IcomMiammummaccmwoolaINIP SECTION II - HAZARDOUS INGREDIENTS PAINTS, PRESERVATIVES, & SOLVENTS % TLV (Units) ALLOYS AND METALLIC COATINGS % (UnVt) PIGMENTS SPECIAL FIRE FIGHTING PROCEDURES Trent nc low vnlntile cnlvPnt fir. VAPOR DENSITY (AIR•)) BASE METAL nEVP PORR/q�TION tn} RT — ntlf E 6.43 CATALYST 23.8% I ALLOYS APPEARANCE AND ODOR C'Ipnr Iinuirl _ mi ri nminP Mint. VEHICLE METALLIC COATINGS SOLVENTS 00 100 FILLER METAL PLUS COATING OR CORE FLUX ADDITIVES OTHERS OTHERS HAZARDOUS MIXTURES OF OTHER LIQUIDS, SOLIDS, OR GASES % TLV lUnrul SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT (Method used) 11 7e F TCC FLAMMABLE LIMITS Let ` UII VAPOR PRESSURE (mmHg.) 20 I.7 EXTINGUISHING MEDIA all media SPECIAL FIRE FIGHTING PROCEDURES Trent nc low vnlntile cnlvPnt fir. VAPOR DENSITY (AIR•)) UNUSUAL FIRE AND EXPLOSION HAZARDS nEVP PORR/q�TION tn} RT — ntlf E SECTION III - PHYSICAL DATA BOILING POINT ( °F.) Initial 302 SPECIFIC GRAVITY (H=O .11) 0.971 VAPOR PRESSURE (mmHg.) 20 I.7 BY VOLUME VOLATILE 100 VAPOR DENSITY (AIR•)) 4.6 nEVP PORR/q�TION tn} RT — ntlf E 6.43 SOLUBILITY IN WATER per 100 ml. 23.8% I APPEARANCE AND ODOR C'Ipnr Iinuirl _ mi ri nminP Mint. SECTION I . MANUFACTURER'S NAME VARN PRODUCTS CO., INC. EMERGENCY TELEPHONE NO, (201) 337 -3600 ADDRESS (Number, Street. City, State, and ZIP Code) 175 Route 208, Oakland, N.J. 07436 p ME R �E �kl�fil A rrD �5YrV1�N w OR V K -25 CHEMICAL. NAME AND SYNONYMS I TRAY N� NA � CHEMICAL FAMILY I FORMULA NA PAGE (1) U.S. DEPARTMENT OF LABOR Occupational Safety and Health Administration MAllRIL SAFETY DATA SU�T Required under USOL Safety and Health Regulations for Ship Repairing, Shipbuilding, and Shipbreaking (29 CFR 1915, 1916, 1917) Form Anuro.PC OMB Nu. 44 131367 (Continued on reverse side) Form OSHA.20 . SECTION VI - REACTIVITY DATA STABILITY UNSTABLE I CONDITIONS TO AVOID STABLE I x I INCOMPATABILITY 11llalrrials to arOld Strong., oxidizing materials HAZARDOUS DECOMPOSITION PRODUCTS CO, CO on ignition HAZARDOUS POLYMERIZATION MAY OCCUR CONDITIONS TO AVOID WILL NOT OCCUR SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Mop or wipe up. Remove residue with soap and water. EFFECTS OF OVEREXPCSURE inhalation - irritation of nose and lung. Eye - mild irritation. Sk;l,- dgring re.doess,_iic iing_— LOCAL EXHAUST standard WASTE DISPOSAL METHOD Incineration - SiublF+ct tnJrxxil ennitntinn rActilatirirts _ • • SECTION V • HEALTH HAZARD DATA THRESHOLD LIMIT VALUE 100 PPM* EFFECTS OF OVEREXPCSURE inhalation - irritation of nose and lung. Eye - mild irritation. Sk;l,- dgring re.doess,_iic iing_— LOCAL EXHAUST standard EMERGENCY AND FIRST AID PROCEDURES Fresh air. Eye -flush with large volume of water. Skin- wash_tithso ._rind writes.. .apply_b cream, in serious ccses call physician. • • SECTION VIII - SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION (spec;f► type) Self- contained breathing apparatus if TLV exceeded. VENTILATION LOCAL EXHAUST standard SPECIAL MECHANICAL (General) • OTHER PROTECTIVE GLOVES Suggested, rubber or syntheti E P d: T ses. a • OTHER PROTECTIVE EQUIPMENT . PRECAUTIONS TO BE OTHER PRECAUTIONS PAGE (2) GPO 170440 TAKEN IN HANDLING RUBBER REJUVENATOR VK -25 SECTION IX • SPECIAL PRECAUTIONS AND STORING • - - • • . • • n .. . • • - • • IS - • • • • • - • * Low rate of evaporation greatly reduces possibility of Form OSHA.20 reaching•T•LVa- .. Rev. May 72 DATE L ' 1-4;11 PROJECT PROJECT NAME_ a2 k P�D ADDRESS (o +t 1 51 CONTACT PERSONQVi) R ARCHITECT OR ENGINEER TYPE OF REVISION: 14.4 ego * *REVISION SUBMITTAL ** CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 �trGh }-C GUy 1 ft.. 4 'uc ret\ ctv1A141 PHONE + ? 7 PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER ' 4 i 1 - CC t ,'*'r moo Are iwILI``V44 SHEET NUMBER(S) AH T A-2 VA-3 "Cloud" or highlight 11 area revisions and date revisions. SUBMITTED TO: IK4A\k _'_N CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433-1851 * *REVISION SUBMITTAL ** DATE . 1 . 10'11 PROJECT NAME F206e Hou4 l kkrs ADDRESS ' CONTACT PERSON a�11I7 I!`1L' �IL�i PHONE kn. bcti 1____ ARCHITECT OR ENGINEER [in lLt PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 1 I' $E TYPE OF REVISION: "' 6eDP'i 26)161(11 40 totUMhI Le• al 01-611c4 'ITV OF TIJKWILA JAN 1 0 1i PERMIT CENTER 6I�a CRW SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: $3. r eocitb Date: To: fJ © e l • fbrNI C r`► Tu K. W t. Pr- RSCHARDCUD' SON & ASSOCIATES, INC CONSULTING. ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 Memorandum youg„ Vlck- Wogg i MY OF T UKWILA JAN 10 151 P eRmIrct:NrER Re: K * K-1 0 T 0k 1J Pr' 1 fere ti-go p�t2!"� C -L.0 S 1-1 i 52 w/ Rs. o►J - 2 x i 2 Ct 2i��c - �pN IbrttA'rvt f ` E Hicivk *beciotap A i SE y1 l (420 . p N 171..R-0 "_ lileo u G e4 The 3 T t2. o ►� �� I'S r oA . ►-4-1 N O - MI...) 1 R- (T-t t) CD r - 61 , - Gt N coe- l J totruwi ON) S • GA UP ' r Lo t v - r i 2 t Ta 12 , OLD . F i L l o t . ! CO 1 tJ L u h1 f N �. AN YkLt . w htic r4- Pr- t 151. IvVv\ . • RICHARD HUDSON & ASSOC '2ES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 JOB SHEET NO 12 ' (-K Ali- b1 l ^a w OF CALCULATED BY DATE CHECKED BY DATE SCALE ECE VED F TK " ILA - -- d!A - � ER ITC NTER ... 5f -awe A RICHARD HUDSON & ASSOCIATES, SSOCIATE$, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 -324 -6160 u' • 1,1.3 JOB SHEET NO. S Z A CALCULATED BY DATE CHECKED BY DATE SCALE C ( oGw ; 01 -1 1 iNic N D M.. OF RECEIVE ITV r1P - Thin tWA _ __ _ _i 8— �4 R U11rcEN R CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PLAN REVIE& PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: `►' "�� . fr Extn,tci - 1z,►dcTs: (1 ems! "; z occ E l,ta n14 owe IN "rite iok&l oe t t' trCoRRLOOR -, ((c. EY %1 S V1A •c e, Op?) • .:.r ,_,__ :• _ - L o rrt_._..1 .22' lo dtL% is I ...s V4"At' [• ■-dt"_"! 09-- -- :te.r:. 1._. ue du 1d. 144f41 • . $ .. tA41L,A(• . _ ° . ". , tt•tit.,a, ♦ a+► a OM . 'rats t i — NSTEM " c78 y 1.14. QCccvAttc L4cAo teir 2a4 • Is J. a !41=.4+i r, ot4 O s. <11• • ^^,, ' v 41 vaopkot4s. , i e)1 tr l. hgfl ?l ' e6M1 t-tagM 0Fl.ce z5 4. • !n .. ►.•r,' LI G miN 6 'fit: „ti; vi r , W c4 L I . it G. i 'PM 9 /' ✓ 4, 14TE. l.4norrbt A ° unte - use. -S 4st i"' W LL Q vd4 ' ~ t i t , Ate'..' r p tit ., .. k, . '::`-ali_: G it a a.1rt a (.9 P. , 51 Cam. ►lgte4 ( Cotes CO frteL *NOM 4tAll1Lo ,, auelef i>5 Saw e l 1 cStuW Acs 1 , T�.nAs 1 cowlpc. a, , Lull.(, 144-kg. Liore.0 goate..clut Gores - rvtr, 1R ^ t`t t Kst U, ! Nb1.1�- uat4 ' Get),, . X1 x ! SX ri"l tSI 0, .K. 'OOrE. " 'Floe. -Davy, vp 9,u CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PLAN REVIE& PLAN CHECK NUMBER 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: `►' "�� . fr ITEM COMMENT (moo ��h ' A • iVl r . �� Z I 41 Nc4 RCOVI - Z v T. • 1 Disotz. a) IS S tJPAN exit - U 6ePOE6 > SD Oa, fte_ 33 n. THIS TXx 14. N>(.)St _ 2j_. C1, 11J D(R�c.T- to N OF 1=x1T T AUE'1. 1 W/ 4 ,'2q 1 .._.. I t•IF E., i 6Ivt2UF.D .__, £ . r 2.i . a s l ..11 0 ■ M1= Lit FL CO NtG+ t5 AL PPxZrcF M-1 (2R00ND C-1-c09- 1 -kA11- '� �. _..,,.. 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L.O.. / I....I■ it :.. 4 1.x.._' ..�. ...1 r :. l:. �. :.� _.. .14Z141 .bi oed. ,S at-l 4 d firMa A .4.:// A E ' le$ ir PLAN CHECK I)DITIONAL INFORMATION REQUEST CI1Y OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: nap C)C'ki9 MaktrAl t•-1 RhtK NOTE ADDRESS: '5325 •J, I v0 � T 3OITE ' J fr ) 0 1 DATE TRANSMITTED: AN 9 ( THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. qi -DOI Ar 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PLAN CHECK NUMBER ?AC& 249p5 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: -- k. tACONTAt N "1`3A K NOM - ADDRESS: -3szCJ 3 I I Ca -5T not-re �-r 1 t0 DATE: - 41491 OCCUPANCY GROUP n Fier , �t21NT TYPE OF CONSTRUCTION N , !___ __ C• ED LOCATION ON PROPERTY K( G BUILDING HEIGHT /# OF STORIES `r - Ir 41, . ,v FLOOR AREA (-4P,U = 23 OCCUPANT LOAD • A EXISTING REQUIREMENTS t.4 Fr (a ,, LD, = --1 > 30 Two EXITS 'REGp, K 12U 1i-i 1S t /O 0 .,I I�) � � . . -. 1J t4C. 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Z 0 CITY OF T UKWILA 6200 SOUTHCENTER BOULEVARD. TUIiWILA. WASHINGTON NM TO: 9-.64 `J OI Go) Ft Le No, 1 1 - 00 ( !BOB BENEDICTO, Senior Plans Checker 1878 431.3878 FR©M: DATE: _a-SAW C1 I SUBJECT: MEMORANDUM PHONE N (206) 433.18W0 Cary L VanDuren. Mayor sp ... /ii. 1. 4, . I 4 )A ,.4 `t , . I 01 . 41.11.11. A..0 4 i 40 / / , 1 Lit �,r.�.. • • 1 .1. 410 :.,.... AA 1.. da.. L d . / . I _ • _A 1.t ./ A∎00.1I ■ 44 . f . L..1 /ILL Al y • MP 1A.:. r te / /.144. i1 -.../. /. =J e .!!_1rvr' /.. �.. U' / - 4 A _ /.• .d.4.—_, • . _411 �1.# J . � / i .1 IV. i f 4 . A/1.4 .4/II //i ../. ems'. :,I / ✓L _a r f 1 %.l 1 N M- -- . /.. .r %+l DATE JAJJUAIC jqq PROJECT NAME ADDRESS 3J ARCHITECT OR ENGINEER CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** RECEIVED CITY OF TUKWILA JAN 4 1iSi PERMIT CENTER orih - Bl dq. z - - P-ock � ll(ntt- CONTACT PERSON PHONE 433-5991 PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 1 1 " 0a I TYPE OF REVISION: C. ra. (!L2J3 4h/ CtvV_I Om fed L ika) la- ,-S Q1201) fed X2 pod) 1- SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO P.-/1 Neloo'1 NOTES: 0 FURR OUT EXISTING TILT --UP CONCRETE W/ 3 1/2" METAL STUDS 0 24" O.C. W/ R-1I BATT INSULATION AND 5/8 GYP. BD. -- WALL TO EXTEND FROM FLOOR TO ROOF DECK, TIE TO WALL AS NECESSARY, RETURN GYP. BD, TO PANEL AT OPENINGS TO REMAIN ACTIVE AT ACTIVE OVERHEAD DOORS, EXTEND OUT TRACK TO ALLOW FURRED WALL AS ABOVE AT JAMB, PROVIDE 2X PAINTED WOOD JAMB PIECE TO CLOSE OFF OPENING TO DOOR. ®3 AT ACTIVE OVERHEAD DOORS, ADD RIGID INSULATION W/ INTERIOR METAL PAINTED PANEL COVERING ABOVE STOREFRONT WINDOWS ON TILT—UP PANEL, FURR -OUT W/ R-II INSULATION, STEEL STUDS AND GYP. BD. TO ROOF DECK 0 FURR —OUT BULK HEAD PER NOTE 4 YA-e-INOtiteep 1 `4Y 1 ( 11irr �?I.�,) 9+' If IN VCCiiiTtHE (334((' hrr M ,6) i ( E — ) 6" TYPICAL DEMISING WALL WITH R — I I ' I NSULAT I O FULL HEIGHT a v LEGEND • (ISTING STUD kizesseasak l LISTING MUD WALLS. Ca ILLUMINATED FXIT SION. P: klolT106-4.11101-168 — -- ro » STUD WAIL 213 UNDERSIDE OF MUM. NEW eruct sfALL W/SOUND INSULATION Fr.RM 7. YPE /CAULLK I 1 ,SE 2'- O" E. E. ¢ : ILIta W /SO€JND BATES. • Nom R/r 0 rn, rn EEL Li.l z J c1 w oO 0 °o .111.1.. .:{' Lt s M '01•••■••••■A, \R._...if •,•1114••••1.^.LO•Ali-i411LAA.M. •S ...- RECEPTION 'OFFICE r VEST. ' . COMPUTER B OOM lr a5 . ' ICE o a t C OMMIL 1111163 I "w► L MOW OFF 1 ' E 19 30 —0 3/8" `fS ►�� r 104900111r'.c • INVENTORY 34! CONTROL EXISTING ELEC.RM, OFFICE -BUILDING DIVISION FILE COPY RP , RISE !o-0 --- 24' - t 1 - & , , 6I°29!Y 0\IIJ - r 6t3EY M et.aow � Ie PRODUCTION AREA a MEN'S RESTROOM OFFICE 15' -3 3/4" 1 0 0 LUNCH rn FLOOR PLAN SCALE: 1/8" = I' -0" 63' -7 112" 3' —I0 5/8" !4' —II 1/8" 6 Rese 1 r ?1 r ( VI I:t 24 OFFICE EXIT SI&U 12 SE ARATE PE MIT AND APPROVAL REQUIRED 24' -6" COMPRESOR ROOM Q: 5 a6G(12,tcAl. MECtlANlGAL 1 SEE NOTE #1 2" 21' -15 3/4" 2' -4 1/4" 1,6 24'-6" OC 6Z ee LZ 9Z SL 4L CZ ZZ I I i �IIIIIIIIIIIIiiI(IIIII IIIL11,iI lIili {11,11 1111111 .II 1111111111ilIIIIi lifli II 4l1III1I1l( III1IIIIIII1I1ITqI( IIIlIIlrriI (1IUI'11tI`IfiII III1f(11IiIII1 I`lIIf 11111[11I 1114IhIi 1Plfil(f1i1 0 td TM! INCH 1 2 V 3 4 5 6 7 F_i NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. LZ 0e 61 St LL 91 St ,L eL Z! It 01, 6 I IIII 11111 II11111111111 . I11{11111111IIII I IIIIl1 1 11Ii 11 11II J IIIIIIIIIIIIIIIII I II111111I IIIi`I'tIPIIIIIIIII IIIIIII111111111111ilIIIIII;f IIII 9 10 11 WM114° RM*H( 12 1111 1i111 liuil11 111 C?) I FENCE WALL SPRINKLER RISER 36' -10 3/4" understand that the Plan Check apprav Is are subject to errors and wnissions and "appr al of plans does not authorize the violation of a y aged code or ordinance. Receipt of cant: actor's copy of owed pig ackno ledoed. Permit N o 24'— 0 'AI.g ?I:3 7/16' cif u) 0 RECEIVED GITY OP TUKW JAN PERMITCEN ». e . ,.,:::PSw i.w N.;y.'.:J2. ,c r.,.. �s?:• e„ , C. o1~ aufriN• . - -a LEGEND NEW STUD WALL IV UNDERSIDE OF CEILING. NEW STUD WALL W /SOUND INSULATION FORM TYPF/CAULY. @ BASE, 2 E.S. @ CEILING W /SOUND BATTS. EXISTING STUD WALLS. MA Cca EXISTING SiIUD WALLS. ILLUMINAT"M EXIT SIGN. NEW OR RELOCATED 3 TUBE FLUORESCFNr. "AD- DUPLEX OUTLET 120v S #LL TELEPHONE =LEI', MUDRING, CON'DUIT, & PULL STRING ONLY. 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YdA6ilTj; �jlTili :.!WS�Y.:Y}:r'J7r'RS;!.�4.+ 'v�'�,� hfE1AL . 1tcli-61 ovet2 6fda; �- :-- EX1411 Got-1G., WALL. cifY OF TEJKWILA APPROVED JA ” 1921 1 k B 1LD N , D1 ISION 6,,1! tr;- o „ ckEcovE A CO Of 5 'vzot PEWMfl ago C/A c o co Q o ¢ F rn 0 co M M cr •st «, oo r co c, cr-o- N N CO Cn KV; 154W gal L.:4432 400igtc4Ii.i i s o ar *r 111 101 : , 0� 0 0-c 3 p- : _y ° 0ooes )ooP 1:3111: 1.--Ortaci riv. RTH NE. SC. S -i OF 2 400igtc4Ii.i i s o ar *r 111 101 : , 0� 0 0-c 3 p- : _y ° 0ooes )ooP 1:3111: 1.--Ortaci riv. 6 w• i I ti �J 1 - 1 I 4 ; . 414444 YN4PoR!4 EUIL.DINIai PQD'E f 1E4141 M � N� FICE...80 PSF + 1r"Q POE PARTITION WIND. , . S0 MPH, exposuftg B• . SEISM10 E :4 2 l�. NC ARINQ PER REPORT f Pal FOR FOOTINGS MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI G OE 31$ LATEST ED1<TION. PROPORTIONS OF AGGREGATE TO CEMENT SHALE BE Ab SVCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDUES EELESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWING . REINFORCING SHALL BE GRADE EO (f y=60,000 pai). LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETER IN CONCRETE, 48 BAR DIAMETERS IN MASONRY, 1'-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER GARS (1' -7" BEND) WILL BE PROVIDE° FOR ALL HORIZONTAL REINFOPCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. ATINDTURAL_AILELE TUBE COLUMNS SHALL CONFORM TO ASTM A600, GRADE E (f y = 46,000 psi). ROLLED STEEL SHAPES SHALL CONFORM TO MOH A -38 (fy = 30, 000 psi) . WELDS NOT SPECIFIED SHALL BE 3/10" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.B.C. CERTIFIED WELDERS. USE FRESH E70 ELECTRODES. MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH �_: !`► :►a -•► „ LEjCA _AND CODE, OF lat ARIA, CURRENT EDITION. WELDED HEADED ETUDE SHALL CONFORM TO ASTM A 10$ (fy ;60,O00 poi) F ANG `.UKBEE: 2 X 0 STUDS H F 02 fb s 1 000 psi 2 X 12 FLOOR JOISTS D F 2 fb s 1250 psi LUMBER NOT NOTED TO BE D.F. 02 OR BETTER. ALL GRADES SHALL CONFORM TO ►Q, V -- -1978 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER. STEEL HANGERS TO DE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN. GLU- LAMINATED WOOD ; SEAMS, KILN DRIEP INDUSTRIAL APPEARANCE. STRESS GRADE COMBINATION 24 -F -V4 (fb =2400 psi; fvs165 psi). GLU -LAMS ^MUST BE OBTAINED FROM AN, APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. FLO R BHEATHING 3/4" T & G SUBFLOOR ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1, CURRENT ADDITION. NAILING SHALL BE AS INDICATED ON PLAN^. CONTRACTOR IS TO CALL THE ENGINEER FQR OBSERVATION OF FLOOR DIAPHRAGMS PRIOR TO COVERING. WQOO TRUSSES- TRUSSES TO BE 4ANUFACTURED EY THE TRUS JOIST CORP IN ACCORDANCE WITH NER REPORT NO. 148. UNIFORM LOADING: TOP CHORD 50 PSF LL, 20 PSF PARTITION, B PSF DL. BOTTOM CHORD, 7 PSF DL CONCENTRATED LOADING 2000 , Le L.L. OVER 2 1/2 FT SQUARE, PLUS UNIFORM D.L. DEFLECTIONS LIVE LOADS L/360 DEAD LOADS L/240 MECIAL CONt ITIC+18: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRAI:ING AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. .• • • I— _I II 11 K-2 1' 4x12 LEDGER F4.0 4x15 GLB ( +I /4') ti J -2 8' -II 5/8 ", CRIPPLE WALL 0 MID SPAN .OF STRINGERS F4.0 8 3 4x18 GLB 4x12 LEDGER J 4x 12 LEDGER SIM WI6x40 PLYWOOD w M 5 -7 1 /j" 9' 77 3/4" I2' -6 I /4" , o► 45' -II I /4" SIMPSON MST36 SIM. F3.0 0 FDN r 12 F.O.S. PARTIAL FOUNDATION & MEZZ 37' -I 3/4" 2x12 0 16 "oc 2 -2x I2 r2xI4 0 16 "oc FRAMING PLAN SCALE: I /8 " =I' -0" NOTES: I) SEE SECTIONS FOR FRAMING ELEVATION GLUE ALL SHEATHING. 2) FLOOR SHEATHING 3/4" T.& G. SUB-FLOOR. NAIL W/ 1Od Co 6 "oc EDGES, I0 "oc INTERMEDIAI FRAMING, 3) F4.0 FOOTING = 4 0 "x4` -0 "x12" W/4 -#5 EA. WA.Y. 4) F3,0 FOOTING = 3'-- 0 "x3' -0 x12" W/3-#4 EA. WAY. 0 re THS fNCM 1 L • I • IIIIIiIIL I . II - I : IPiIIIIiIIIIIIIIIVIIIII I(illf PPil�,1�IILILIlI i a+ 10 1 Ti1i1 If 2 T 3 4 5 6 7 i NOTE: if the microfilmed document is less clear than this i i notice, it is due to the quality of the original document. oe 6Z 8G L.z 9Z sZ 4 7Z ; CZ Ze lZ O3 61. 8l LI 91 5l in el, zl 4 Q( 6 © L. 9 JII!1 i !�iil 1 �iii�lii ;l�llii��llniilll�lll�l�l llliIIRI �iII !IIIIIIiiI =�lilM VIII , II�IIII 0 i ► ;I illlinH1ll! 1011l►111II 1111IIIi�i l Miliaill6 ✓/ e r @c,. X3#9 •7 �r � } 3 4 xt.»+' 4 j i l: t f T.L C y t } �` '{ �. x ^'x S k !.:er'.st �v.. SF l'f {R'Yq+ - - y .: �... � . J �. IIIIIIIIIIIIIIIIIIIIII'III 11 W E,r 6E,.NAHY 12 N -2 CRY OF T UKWILA APPROVED 00 1 RECEIVED flv (W T ►KWILA .IAN 1 0 iyyl PERMIT CENTER TEL. (206) 324 -6160 RICHARD HUDSON ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 • EE rA a) ar "aim 1 ' 66. ,i jam 11 • 414..' • 4x12 LEDGER . W/7/8 "0 EXP. BOLTS 0 12 "oc EMBED 4" MIN. EXISTING METAL STUD FRAMING 4x12 LEDGER W/7/8"0 EXP.' BOLTS 0 16 "oc EMBED 4" MIN. EXISTING METAL STUD FRAMING :• CONCRETE PANELS • . 1Od ® 4 "oc 2x4 BLOCKING / 0 6 "oc SECTION A SCALE: 3/4 " =1'- SCALE: 3/4"=r- SCALE: 3/4"a " CONCRETE PANELS 2 -10d 0 4 "oc 2x12 16 "oc SECTION F - -2 SECTION L-.2 CEILING RE: ARCH. I 1' -10 1/2' CEILING RE: ARCH. I II II II I ` IIIf II IJ II I I I'JI � III I `I I � I I I I I 0 ieTHSaNcM 1 0C 6z 84 L 9Z SZ 1 7Z 82 ZZ IZ Q Q 6l IIIIIIIIII I �itIII III !11!!11 { �IIII! !I!Il ii I !!n M i ,r.:sarr r �, r,. I , I`+II . I'IIII . I f111111I`IItII1IIII 111111111111111111111111 I IIt'111'111111I 4 5 ..:.. 7 8 NOTE If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 81 LI 9t Bt yt £t zI ' tt O1, 6 9 I. ICI ilI IIIIIII f IIIIII111111111111I: III_ 10 11 12 { t ww IIIi VIII! IIIIIIIIIIIIIII'! II IIIII1IIIIIIIIIIIII1111 III! VIII! III I! 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SILL \ BOLTS 0 48 "oc SECTION C -2 & C -2A SCALE: 3/4 "= 1'--0" 2-10d ® 6 "oc 2 -16d 0 8 "oc 2x4 0 16 "oc 5/8" GWB EA. SIDE W /6d COOLER 0 4 "oc EA. FACE 2x4 P.T. R W/5/8 "0 EXP. BOLTS 0 48 "oc 4 x . ... SIMPSON HUC4 12 DETA N-2 SECTION H-2 SCALE: 3/4 " -1'- . P -2 /7 0 4 "oc a N 2x4 BLOCKING W /16d 0 6 "oc 2x6 0 24 "oc 2 -2x6 0 24 "oc 0'C -2A EXISTING SLAB 2x12 \ N--- LU210 HNGR GLB RE: PLAN S CTI N NE SCAL —o 11' - 10 11 SAWCUT DOOR OPENING SEE ARCH. DRWG FOR LOCAT I ONS DETAIL N -2 ,.4xI /4 w/2-3/4 EXP. BOLTS EMBED S" 11' -10 1 2" TJL 0 2.4 "oc NEW PANEL CUTOUT TOP OF SLAB EXISTING T.S.7x7 COL. 20d 0 12 "oc T. &B. 3 -2x12 • EX ISTING F'I'G TRUSS RE: PLAN L 5x3x1 /2x0' --6" W/1 /4 "0x4 "LAG EA. PIECE 1 -0" OMIT BEAM SPLICE 0 SIM. SECTION 1/4" SIDE I W/2 -5/8 "0 M.B. 3/4" BRG it T.S.'V VOL. SAW CUT EXISTING SLAB 4" SECTION SCALE:I /4! ::•TYdaSW'4'•°. -4+a. ,Q.ANV.CFa^4`bilvi5'.r°1,'G �.<'d"�.+'?. }Ji&h+t. SECTION D -2 SCALE: 3/4 " =1' -0" 3" CLR SECTION J -2 SCALE: 3/4 " =1'- -0 REMOVE EXISTING CONN. AS REQ'0 1/417 3x8 Ft W/1/2"0 M.B. 0 24 "oc ALT. SIDES 1 " CLR FTC RE: PLAN L 3x3x5/16x0' -3" EA. SIDE 2-1/4" GUSSET L 5x3x1 /2x0' -6" 2x12 JOIST W /LU210 HNGR 11' -10 1/2 fL 10x10x5/8 W/3/4 "0 EXP. BOLTS (EMBED 5" MIN. OR J BOLTS) 3/4" DRYPACK FS 2x12 1/4 1 1/2" 9 9" 1 1/2" :... 10d 0 4 "oc 2x4 0 16 "oc 5/8" GWB EA. SIDE W /6d COOLER 0 4 "oc AT K- 2A ONLY BLOCK ALL EDGES W /2x 2 1/2" 1'_O" c2 1/2" SECTION E -2 SCALE: 3/4 "= " 1/2" R. W/6 -3/4 "0 EXP. BOLTS W /HORIZ. SLOTTED HOLES EMBED 5" TRUSS OR 2x12 SECTION K-2 & K-2A SCALE: 3/ 4 "= 1' -0 CITY OF TUI IMLA APPROVED JAN ocs, f3Us Dlr.C; DRPSi N RECEIVED CITY OF TI IKWfl.A JAN 1 0 191 PtHMITCI NTER 3x8 It W/1/2"d M.B. 24 "oc ALT. SIDES L 3x3x5/16x0' -10" EA. SIDE OA fr