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HomeMy WebLinkAboutPermit 6685 - CMX Corporation - Storage6685 91-041 cmx corporation 6601 south glacier street Permit 6685 - CMX Corporation I hereby certify that I have read and ordinances governing this does not presume to give authority construction or the perfor ance and examined 4iis permit and know the same to be true and correct. All provisions of lay work will be complied with, whether specified herein or not. The granting of this permit to violate or cancel the provisions of any other state or local laws regulating of work. I am authorized to sign for and obtain this building permit. SIGNATURE: L ,„„ DATE: e. 99/ PRINT NAME: , � 1y ZONING: COMPANY: C' , ,,� yr 1z ` - - • •1 .. V -N I ' • y ear 1 988 SETBACKS: N- S- E- W- FIRE PROTECTION: [x )Sprinklers 0 Detectors Q WA UTILITY PERMITS REQUIRED? Q Yes 0 No (through Public Works) ZONING: BAR/LAND USE CONDITIONS? [] Yes © No CONDITIONS (other than those noted on or attached to e�rmiV• tans ZIP 4.— - —� CMX Corporation PHONE 656 -1269 ADDRESS 6601 South Clacier Street, Tukwila, WA ZIP 98188 CONTRACTOR Seacraft Construction PHONE 782 -5256 ADDRESS 310 N.W. 52nd, Seattle, WA �laP 98107 WA. ST. CONTRACTOR'S LICENSE # SEACRMC136LR EXP DATE 7 - 18 - 92 ARCHITECT PHONE ADDRESS ZIP CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 FL X R SQUARE FEET 25,900 OCC. LOAD 63 SQUARE OCC. FEET LOAD APPRO D FOR ISSUANCE BY: s perm►t shall become; nult ar► )0 issuan. ce, it the wor suspends CERTIFICATE OF OCCUPANCY NO. BUILDIn�:a PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION BUILDING.PERMITFE PlANCH FEE: BUILDING; SURCHARGE: TOTAL: FEES ; 207 9Q °::135.oa 6: 5d BUILDING PERMIT NO. DATE ISSUED: PLAN CHECK NO.: 91 -041 PRO4ECT INFORMATION SUITE # SQUARE OCC. SQUARE FEET LOAD FEET OCC. LOAD BUILDING OFFICIAL COmmepc a period of DATE ISSUED: VALUE OF CONSTRUCTION - $ 20,000.00 SITE ADDRESS 6601 S Glacier St PROJECT NAME/TENANT CMX Cor oration ASSESSOR ACCOUNT # m828488 -84 TYPE OF U New Building ■ Addition © Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: Q Rack Storage 0 Reroof Ci Remodel (residential) C Other: DESCRIBE WORK TO BE DONE: Enclose portion of existing warehouse for storage. SQUARE FEET DATE: OCC. LOAD TOTAL SQUARE FEET 25,900 25,900 TOTAL OCC, LOAD 63 63 n 1.80 days from ays from: the' list l nspe PERMIT NO. CONTACTED Le ck le'Js II ATE READY DATE NOTIFIED I D —. init�,i PERMIT EXPIRES 2nd NOTIFICATION BY: (Init.) MOUNT OWING g 1 l • 5 O 3RD NOTIFICATION BY ) PLAN CHECK NUMBER q 1 INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) DEPARTMENTAL REVIEW "X" In box Indicates which DEl ARTMI FIRE PUBLIC WORKS 0 OTHER PLA BUILDING - final review SITE ADDRESS BUILDING - initial review 2 =?7 -c REVIEW COMPLETED departments need to review the project. 4! BUILDIN .° `;.y PERMIT APPLICATION TRACKING C nnx Co /poi 0 ZONING: REFERENCE FIL_ NOS.: - Lo SUITE NO. (001 CI?j ye r UIRE g;Z ArewotR. CONSUL ANT: Date Sent - Date Approved - '7 - ROUTED FIRE PROTECTION: pj Sprinters FIRE DEPT. LETTER DATED: LDetactors c INSPECTOR: ,, • 2 - BAR/LAND USE CONDITIONS? Yes No t111J ��ly� INIT: _ t INIT: MINIMUM SETBACKS: N- C UTI ITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: E• ••• UBC EDI G r°5 �> I N/A (year): W - I C 5 08/17/90 SITE ADDRESS SUITE # &c/ ' • G? /- ST. yALUE OF CONSTRUCTION - $ t 20 Oet) . o 0 PROJECT CM X co /FbP.4 - r i j ASSESSOR ACCOUNT # '778bg , o -0a - o 2 772 o woo - 04- TYPE OF ❑ New Building U Addition IN Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage O Reroof 0 Remodel (residential) O Other DESCRIBE WORK TO BE DONE: ■(/GLOSE 2TlOk) OF ERIST 60iv,6HOUSE fo) / F / & BUILDING USE (office, warehouse, etc.) o c G /wA/ e/L/0 uSE NATURE OF BUSINESS: p yo7-O ,061)&-top/A36.. SOrPL y WILL THERE BE A CHANGE IN USE? 0 No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: s./41 9 U Tenant Space: 2 3o Area of Construction: /860 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No R Yes iF YES, EXPLAIN: PFfb?O PR.0W -sSV u& CN61 - r1 k Are S PROPERTY OWNER CM u Co"L,P. PHONE 6,5-6.,._ /2,6? ADDRESS / 5. 6-RG/ ZIP 9 / CONTRACTOR NI eoc_Y- ,.) con`5.1. -, PHONE ..-m a,( ADDRESS 5( 0 N W S -. uoi'l ZIP G (0--) WA. ST. CONTRACTOR'S LICENSE # ..5._ Rm C.. \ (- LR EXP. DATE —1... it -0 !, PHONE ARCHITECT ADDRESS ZIP .... >:T ::f:: :. <::. ' : I ..A .,:.t.lC T � q1!t R.�s�X: �CIrRT l FY, .. NAT.......,. HA' �� .:RcR:P►Nl�.:�XAMIN>*t�.t'H. S.... p.:......... �► .:: 1 ......... : ANp: .... I�tA. .......:...... 9�............................. . :S E ANb.::. �tyR�t� ' >:Ah111:�::At�..A��'MC?RIZEC� TQ::�?FLY j, Tl� ,. .... FFfiI�� ' , :...:::.:.......... ......... .. :..:... BUILDING OWNER ,' r ":@R - AUTHORIZED AGENT } Si fa , ; �� RE �, _ DATE , g/ 9/ 'RI 'T NAME TORJAKJ , ±L_..d ,q,¢O,.v, ./"P HONE SG X14 _ ADDRESS 0.2, /go lti �lA✓ivr� � / CITY /ZIP 2 ICS �� 3 CONTACT PERSON To/Z Jul r'oAJf,OV,CE PHONE CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER v ( APPLICATION MUST BE . FILLED OUT COMPLETELY BUILDIt3 PERMIT APPLICATION BUILDING :PERMIT: FEE'> PtL CHECK FEi= <: BUILDING '.SURCHARGE: WittIMMEINE UZIWA 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 q.I DATE APPLICATION EXPIRES �1 - aq -R 07/08/90 COMMERCIAL • NEW COMMERCIAL BUIU3INCIE/APOITIONO.;': • • .•-• Completed building perrnitp0plIcatiOn(onel•fafeachsttv El Assessor Account Number Two sets (2) of the E • • • . :calculations : stamped by West* L J engineer Sofia report stamped by •StWashingtenStateilOatiied '••••••::•• . •:: To ••• • ]::EnergyCalCillations.:stainPed by a Washington engineer or archct WotIing • ••••• •••••••• drawings, stamped bY - a,thhect which include plan 'Architectural Structural drawings Mechanical drawings * Landscape plan • entire pro jocri (one for See app7 • :• Com ) of etch!, • • .• " .......• Stat� • • .;;;:.......iiiiAa ..,. in sa ........ r . .,•::•:•::'::.,::::::::.:•:..,:.::!:::.:..1...:::.'•.:::::1::..:',::::::::::::,..';.i,.... .. .. ' • . . • . • •••:" ' . .:: pi , ....: ‘ .. . • .......,..:•:•.:::::::::i:::•:::;;::::::, RA al(--. 8 Comp leted 0boo: re ? ap lOati? .:..:., :CoillpU9 . . cti Ind . ..so 0. ; • r Acco I 1 1 vih urP i ::17W 5)...000..1.,../4f:••• w:,nng,. . .. wi ll 7.....,.. A ssessor iiiis!, ,..,.1,‘: ,...- ,. ap ., . 4 .,.....: . 94Hr - fire : fiP9! an al ..‘. iutis. ... ,..... : ,00..11.;',1.......... showing iii.:.ii:•..i;iti‘..„.11OO:r..l'!r !........„::•,,.,...• • • .:: t . ,......d. . 1,/04 . 40.41i.j.0.4.!01. e! ,1 ' ... ' ..... ': . : ... "''''• : :'"'' . : H ' ... :‘ . '''. '....' --...... : :,..,.. :,:::::,,,,:::::.....:.,.:.,.•:.:,:).:-:..,:-''..'..'''''''''.''''"'"''''''''''''''''''''''''„''.... •.StrUOtUraltaioUlatiOns stamped a. w..04 ......„: ':•,:,,,...:-........:•:::::.•::::::::::::::,:::::::::::: RESIDENTIAL . , . C*mpioted building permit application (one for 4$0,1:::',04,* Legal description losessa.A • Two sets (2):.efworising.,CirEeyingei.00ckoo • S CHECKLIST :::::::.:•::::::::. Si pie :::.----, cop plaFf a ... ,8 4. 0. 0" ... .. wi , :: ' ii640007,b4dogitii4141016:cadeNtitio0/14 • Floor plan . .: ..... ::::. ..... .: .:. • .. . : . a Foundation plan • ",:•; :::::-.: .-.,..7,77.7irii l; *.ierOth taf*#Cst 1 : s :l'':•: . :::::: : ••• ' . :: : , • : : • ::::: :•'..:::::: • w -•::: • Roof plan • :',.. : ' .: '';',..: • : views • Building •:,:::::::::::::.:',:.:•.::::!::::::";:::::•:::::::::::::::::R:::::::::':::::::::':::,::::::::::::::"..::: :.• ::::::: :•:: ':: :::.:::! Building elevations (all vi . :.. ...:. . :: ••:: .:.":::. ilding cross-sectiO9. ::::::::::,':•:::.::::::::::,:::',:::•::::::::.•;:::::::::::: •• • : ' : :,::': ::: :::.■ Structural framing pians,..,. ,,. ,„. :‘‘.... , .: ,. ....,.....:, •••• • . T Washington State Energy Coc,c10,....:•:,..:•.••.:::::::::::',.:•:,::::•:•:;•••:::'•::::::::::::::::::-.':,::::::::::::"' ' : : : •::::.: :::.:. „:„.: ,,,„; s....::::„ ,., „: :,: : COMpleb4d •j Completed bulicNng permIt application (one for each structure or rR'Assossor Account Number ••••• Two (2) sots of construction p1st :••••'• . 61j...:iiiting„..P...,:•::, wail) te nant .,.. . . •• 'too. PY71+64nt., i:i.L,., ...,..: ..., .... ...::::::::::„.:•:,•::,:..... i'.'...4'.:...:..:...;:i.'';::;•/.°ef..:e;ii*icP!...i'.....ii';,!1:-....111::•••'•': 4.•.:'''''''.!:.....''':'..:::':',.•:;•':,.::::::::.:7:i:':.:-....:::::::.':.be::.:.1.::::::;'::.•:"....:"...:nuttioci7.;;::.".....:.. 'Exit doors, - ...-'1iiii:Ptiiiim. p at terns walis ... : ,.. i '!:,...,..: ..::1110e ?.r..,:: ce toonl .. .: . . • Overall •.....,..1.1116 - :ohnet) , . ... t. ..p, „.. . seach 0.,..,Pii. '.':.o:iUH1;..':.'..etb:e.1:..o:........:.:.00.,....Ii::.:.:.:.:..,O*......,':...,'.:::::.::'.,.....:.....o......',...I.',..::.....,,::,s•1i..:.::,::.,.:it,;:.,;:. i;i o...v. :4 :,. ,,.. c"o..,,:.: 0 , i ,lth..::. ... ,iicttrl.,.o.:i,,,::,. 60044E;Ii . r..L.:: i;; W a shingt on °4*1193 :.:****. .... NOTE ffdnvumltjworkls o*n submit • •• • rark.0#firy . -: ;;::::::-....::',. , ,::,.•: : :::.:::;:ii.11 1; each (one for 0 . i • : : . ' . ' :....:::::::::: Narrative dct being te RE Comple bUlkhr ASSeiSC". AccQunt Nu Materiel: be NOTE A csttsflcatlon lerter is ro44.eat:ii.,!t9:#4.0tti?e1,00pil and sign- of! of the perm/L : . •-•••••.' c0010440400400 • " •••• •:••••• • raeta::ei,olar0;t0,1000a: Site Plan (thawing bulking and location of untenna/satellite dish Details antenna/sateflfte dish end method of attachment : • "asJngt�ii'statu 'lIconsO ... pet may be required • ' •• . . . Completed bulking permit eppltoaton (000 for eec sUucturo) • • • • .•., : ••••:•:•••••:, . . . .. .. .. :: APPLICA : , j KNOW THE SAME To, BE TRU AND CO RRE C T t Applicant /Authorized Agent Signature: 2, r,'', 4.44 Contact Person (print name): Address: Print Name: ,,, /4, / /A , / *5 Date: ■I"7 /p, /erg/ Phone: I --/26 9 Phone: Date Application Accepted: Date Application Expires: CITY OF TUKWiLA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 IOJ ECT<< F ; ORMATII Property Owner: (44X ('„ A4p0 - v 4/ Street ,6e) C Engineer: Street Address: Contractor: _ ST S ; , ; ( M, r e c.77 OA' Street Address: _3 /0 King County Assessor Account Number: 2 - 2 s- o vc' ti - c .z _U ESIL « . A:..; . R .. DEPOSIT <REFUND /BiLLI SERVICE< BILLINGS >TO:: 5 Water DESCRIP11ON ;.0 ❑ Multiple - Family Dwelling No. of Units: ❑ Commercial/industrial • Name of Project: ;MIS.CELLAN.E4. UTILITY PERMIT APPLI Site Address: 60 / Cc C ❑ Channelization/Striping /Signing ❑ Curb Cut/Access/Sidewalk O Fire Loop /Hydr. (main to vault) - No.: _ Sizes: ❑ Flood Zone Control ❑ Grade/Fill cubic yards O Hauling ❑ Landscape Irrigation O Moving an Oversized Load O Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ Name: Street El Hotel El Motel El Office ❑ Retail ❑ New Building Square Footage: Name: C=M X m pOic A7, O.V Street /,60 / so r c- /3c-itiA s r D Sewer [71 Metro King County Assessor's valuation of existing structures: $ ❑ Standb El Single - Family Residential ❑ Duplex ❑ Triplex ❑ Warehouse u� L ❑ Apartments ❑ Condominiums PLAN CHECK . NUMBER: Phone No.:(204. - Cit /State/Zi • • Phone No.: Cit /State /Zi•: Phone No.: 78'2 City /State /Zlp: c9 F /07 ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ Water Meter / Exempt: - No.: _L Sizes•_L_ Deduct J� Water Only El • Water Meter / Permanent - No • — Sizes• ❑ Water Meter / Temporary: - No.: — Sizes• ❑ Other: Phone No.: City /State /Zip: Phone No.: Keo /. t.,City /State /Zip: 9x/&'5- ❑ Other: Valuation of work to be done: $ ❑ Church ❑ School /College /University El Manufacturing ❑ Hospital El Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: 09/18/90 SUBMITTAL CHEC LI All site plans shall be provided in one submittal for review by the. Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials/percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION Q Location of DSHS approved double check valve Q Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of Insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SIDEE� EWER O Type of pipe - cono,•...,, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection points) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material /percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, including roof area Q Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection points) to existing system O • Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system /tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service - O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe Q Size of meter O Location and elevation of meter box (water meter - permanent and exempt) Q Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule , After the Public Works Department has completed their review and the plans are approved, the applicant will be notified .. by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessa resubmittaf requirements. MARK TYPE GROUTED SIZE (L,W,D) AREA (SO. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A mcdar N!4 zxY i7' g -2 .8 -.zst -9/ ,-/7- �l 7 ;2g a 9 S 0 /6G a 6 S 3 G7 5 o s , rM Min G � / f / n. ; i. 1 4 • , �, , ee.• i ce.. �Cla ! r, ( ; I I + t . � � OC I U 1991 c. t 1 `t .. t- i U t+.;VILA I'tf.1.7∎`P.= )i;P r-, EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282 -0710 C.. /1 ` K c2/ S 64 r ; '-F, r 1 R�•- , W& - / J Fe i38 ATTENTION: ZI� �[C+ -rY 1 ' PROJECT VCI'�\ t ><./vg LOCATION -LR-Gr, / Sr• (.� /// N U "11 r.s %!a•r�_ NUMB MBEE R MAILING ADDRESS TEST EQUIPMENT ID NO•S. AND DESCRIPTION Cc! ''tP• i fa . 4 11 IXI WEA � � v ter' /�' d PLANT GROUT CEMENT C'SE AGG. PROPORTIONS N fi (Not Certified by P. T. Lab) M CEMENT .rttfte• SAND PROPORTIONS (Not Certified by P. T. Lab) SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? / IL /GP 144 Yom, DATE SAMPLE RECEIVED POUR LOCATION AND NOTES: r / A i? 7 '74:o4eewoi y Certified Report by Pacific Testing Laboratories MR $9 -I P :T COMPRESSION TEST RESULTS FINE AGG. �r A MORTAR TEMP PERMIT NUMBER r clEPORT NUMBER MR N? rREVIOUS RPT. NO PACIFIC TESTING LABORATORIES RYPORTEI� absvers REVIEWED IU BY \ ' S ASTM TEST METHOD NO ,2 ADMIX r•1 ADMIX GROUT TEMP. At 4 ;r MIX # C L) TACOMA DI ION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE J CAST DATE 1' 1 - 1) CERTIFICATE el �ag NUMBER . �`�5�• ARCHITECT 74e IJ�tJNc,t' 1 e /1, // „ C ') ENGINEER L.,.r . us"�r 44: C 4, Pr.,, ogee CONTRACTOR ary TRUCK # DESIGN TICKET # /� STRENGTH Ic 1Od0 "4 MIX # - a.r •. c /d � , POSY., SY.., /�,'nr / , [ 7dt p r i r.� s far f 42 8 c 4., y tfi sroo G r .✓t'1c 7 (��t�•ssG»+,;� 7 ' / - j� WORK CO FOR FOR - YES NO 'This report Is presided for the Information of the client only. The reproduction of this report by any method and Its transmittal by any means to • third party without the written permission of Pacific Testing Laboratories Is prohibited 'This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other asaodated work or a warranty of design or wyr}Ability of the spedfica p equirements7 SEP 261991 DATE 6073 EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282 -0710 C.. /1 ` K c2/ S 64 r ; '-F, r 1 R�•- , W& - / J Fe i38 ATTENTION: ZI� �[C+ -rY 1 ' PROJECT VCI'�\ t ><./vg LOCATION -LR-Gr, / Sr• (.� /// N U "11 r.s %!a•r�_ NUMB MBEE R MAILING ADDRESS TEST EQUIPMENT ID NO•S. AND DESCRIPTION Cc! ''tP• i fa . 4 11 IXI WEA � � v ter' /�' d PLANT GROUT CEMENT C'SE AGG. PROPORTIONS N fi (Not Certified by P. T. Lab) M CEMENT .rttfte• SAND PROPORTIONS (Not Certified by P. T. Lab) SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? / IL /GP 144 Yom, DATE SAMPLE RECEIVED POUR LOCATION AND NOTES: r / A i? 7 '74:o4eewoi y Certified Report by Pacific Testing Laboratories MR $9 -I P :T COMPRESSION TEST RESULTS FINE AGG. �r A MORTAR TEMP PERMIT NUMBER r clEPORT NUMBER MR N? rREVIOUS RPT. NO PACIFIC TESTING LABORATORIES RYPORTEI� absvers REVIEWED IU BY \ ' S ASTM TEST METHOD NO ,2 ADMIX r•1 ADMIX GROUT TEMP. At 4 ;r MIX # C L) TACOMA DI ION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 DATE J CAST DATE 1' 1 - 1) CERTIFICATE el �ag NUMBER . �`�5�• ARCHITECT 74e IJ�tJNc,t' 1 e /1, // „ C ') ENGINEER L.,.r . us"�r 44: C 4, Pr.,, ogee CONTRACTOR ary TRUCK # DESIGN TICKET # /� STRENGTH Ic 1Od0 "4 MIX # - a.r •. c /d � , POSY., SY.., /�,'nr / , [ 7dt p r i r.� s far f 42 8 c 4., y tfi sroo G r .✓t'1c 7 (��t�•ssG»+,;� 7 ' / - j� WORK CO FOR FOR - YES NO 'This report Is presided for the Information of the client only. The reproduction of this report by any method and Its transmittal by any means to • third party without the written permission of Pacific Testing Laboratories Is prohibited 'This certification attests to the accuracy of the results obtained from the actual test performed and /or observations made within the defined scope of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other asaodated work or a warranty of design or wyr}Ability of the spedfica p equirements7 SEP 261991 DATE 6073 MARK TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE CAST DATE BROKEN TAT AGEST E ULTIMATE STRENGTH CHECKED LBS. P.S.I. - _ — 3/ o o 0 24 O II ` -- 1 A ,c. /S I IlieJIMMIWZdil .` — 8 rill . -/II - ' li 7S" a-c 2-1 � r' EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282-0710 MAILING ADDRESS P9OJECT LOCATION 4,6o 4 / s' C ; SY. IV k LJ;k(O. GJa. 7844'g ATTENTION: t5 L_ Va0V VA (I[ ( (J Ci�.r Cit NUMBER 1 PURCH. ORD. UM ER ORD. TIME, A A WEATHER 0.r /2: 3v u1 GROUT CEMENT PROPORTIONS 6 (Not Certified by P T. Lab) MORTAR CEMENT PROPORTIONS (Not Certified by P. T, Lab) SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? DATE SAMPLE RECEIVED 41, Z G. 91 POUR LOCATION AND NOTES: - 4 , re • /. / a. 54ta-+ + G>„J `tvr••■. 40 Certified Report by Pacific Testing Laboratories MR89.1 C PACIFIC TESTIN yes LIME "toe. % 0010A,• r• LABORATORIES COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTIONC �a Gam., s a Of 470 '41 MIXING PLANT C'SE AGG. FINE AGG. TRUCK N - ratel Cc.'.2 1 SAND Aid MORTAR TEMP ADMIX ( 6852 PREVIOUS RPT. NO 11 — REPORT NUMBER MR N? ASTM TEST METHOD NO C 3Y TICKET # 3 STRENGTH is A.4 3e4 t' ADMIX MIX # OMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 Fax (206) 922 -1512 BY PORTED • j i CAST +Z ( � � RE VIEWED /!Z. /� DATE - Z - NUMBER !� [ 0r- CERTIFICATE ATE 9 70$ e.35' ARCHITECT ' 4 _ 1or de /4 r . C fe i ; cLA, F ENGINEER / / CONTRACTOR IIE-' ( c , T me„. /rte MIX N roe - eClvSt, ! ;cL b rr% 6r�. J* GROUT TEMP. WORK CONFORMS YES► NO This report is provided for the information CA the client only. The reproduction of this report by any method and Its transmittal by any means to a third party without the wrinen permiaabn of Pacific Testing Laboratories is prohibited" This certification arrests to the accuracy of the results obtained from the actual teat performed inspection, apparel or acceptance of other associated work or a warranty of design or wo ry of the d /or observations ma within the defined scope of the work. Certification shall not be construed to represent irements" SEP251991 DATE MARK TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A y t N A q KO 1 GI 9.t o e-2.3-, y -(5 * 9 - 13 .11 . 7 2 a ti c3ok..2 73 t,-4 0 i r to ..) c, 0 y-S 6 0 9- 6, 90 e,v--- Otk'' cw-- e e 1Ci 9-Rp AUG 2B 1991 EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282 -0710 LOCATION TIME, & v 1 WEATHER i + + / GROUT PROPORTIONS (Not Certified by P. T. Lab) MORTAR CEMENT PROPORTIONS (Not Certified by P. T. Lab) DATE SAMPLE RECEIVED Certified Report by Pacific Testing Laboratories MR 89 N4 PACIFIC TESTIN r1 �C, ADDRESS IPUIi� S • &/A -c.:ee S : n Oa_ t `l8 (f�� ATT NTION• .�1A VILE \4 VIL , PROJECT / " iw Q �+'t (9 Go 1 5, (�•La we S NU f NUMBER R COMPRESSION TEST RESULTS TEST EQUIPMENT ID NO'S. AND DESCRIPTION LABORATORIES ASTM TEST METHOD NO TRUCK N _+3.2 • MIXING � -S DESIGN 5 �� /ivy �✓�lT TICKET N -3 ,� STRENGTH fc i.,2 CEMENT C'SE AGG. LIME FINE AGG. 6 21 ' 2 / 94) SAND �✓q 4 SAMPLING IN ACCORDANCE WITH (1„ APPLICABLE CODE AND SPEC.? C OI "ql POUR LOCATION AND NOTES' se _O'f 4, L t. �N p 4,`e 1 �' to f E? t 4 f Lc f.� 9 - MORTAR TEMP. 4/ ri - ''EPORT NUMBER MR l� ° 607 PREVIOUS RPT. NO /1 R 6 BY k REPORTED - Veil. '9/ REVIEWED //A y) 44.4, CAST DATE NUMBER tptpes' NUMBER ATE 9�o . cO Raw ARCHITECT (t'-e L r�1� !Z ENGINEER • CL i': S¢j'1)//' t,•,4 h 0� CONTRACTOR 5 t" c� - 4 y ADMIX ADMIX GROUT TEMP. TACOM DIVISION 2402 Pay way East Tac 98424 ( ;.) 22 -9299 Fax (206) 922 -1512 e i4.s, 7S' J, h� �p pmrs 4 A1rtt MIX # 7.'k 7u3`/ MIX # —' 4 2 O � - + '5 ;1( r CM Med� / s/A:he 1.'4- /See WORK CONFORMS YES NO ❑ 'This report is provided for the information of the client only. The reproduction of thls report by any method and Its transmittal by any means to a third party without the written permlulon of Resift Tbstlnp Laboratories Is prohibited.' This certification attests to the accuracy of the results obtained from the actual test ed and/or observe Inspection. approval or acceptance of other associated work or a warranty of des workability of the sp made within the defined scope of the work. Certification shall not be construed to represent lion requirements" SEP 2 0 1991 DATE roe : l . ype o nsp: io r 1 . :toss: 5i 6 � Ions: • to a e•: / Special .. Date Wanted: 2.--/9— am p .m. Requester t / // A 1/4l0-7 a Phone No.: 7 ie1/ nspectorNIW' "�' /L� V■� •"mpr / 0 $30.00 REINSPECTION FEE REQUIRED.. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspoction.. o. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING 'DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes,_ 0 Corrections required prior to approval. Project: Type of Inspection: •• rem, 1 - t e a e.: Special Instructions :. /ate oc, / 2—‘) Date Wanted: f Requester: Ai Phone o.: Approved per applicable codes. r - \ INSPECTION RECORD `--; Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ) i ha u 9 L «_, c 7 - i /1 _ rI , /'-1i' # - ice. A ,, 7 Gip /d, / d / sp.: 4. 45. ^ - €.. — a .1 Inspector ` // Corrections required prior to approval. Date:, (206) 431 -3670 C7 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at • 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection.• PROJECT: /MM. .114.:1 I 4 ", PERMIT NO. r / 1 5" SITE ADDRESS: 1 LP d .. AV A, � ( -2�1) DATE CALLED: 0- c - ` q TYPE OF INSPECTION: ����'�� 1J►I ,'v , I� lyi't, DATE WANTED: D / - • SPECIAL INSTRUCTIONS: 1 CY f ow..._. Ct-& ._ REQUESTER: ' • / J J. / / ,NvbctA. h QC j ,�st. PHONE NO.: 6/574, V / D-CO INSPECTION RESULTS /COMMENTS: r ILq-X.L) , (,3 41 - INSPECTOR: 41 0,..52--- -'—' DATE: / 0- - 7 -qt b tin F'i r:4" ''._ l'{'::.'. tia' L;'!.ti fi.: iL! T; i:i irr ,5"h :'*tt�AY:?..;4+tr: ".•5!W. d'.st :x.. P4t:a =ti1J:a'.S�.iY; CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431 -3670 : 1 i . , u.iktts�,..` , ns;�'sscLtF_r.�,: INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: r r7 i PERMIT NO. Lf1 ./ ; , SITE ADDRESS: i l, t _ 7, / DATE CALLED: 4 q 1 TYPE OF INSPECTION: �I` ' / � // '_'IZrLG . DATE WANTED: 4= / e p ^- a.m. SPECIAL INSTRUCTIONS: � C.cA..J /'D(0 REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: �y-- f',04.3 tc72-4-01-4425 `' 1 Y - r INSPECTOR: ^ , r}- -1 DATE: erS . --/6 — 9/ .�yA ".t)f ft.'j:1: 3isystit'1: 4i', lr Rt=: ^ v£GSf4:�9a ^.4fcr«Sr�A..rt.,avx� . CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 i�YtcCS7.�m ItSs: $Ttrq INSPECTION RECORD 6300 Southcenter.Boulevard - #100 Tukwila Washington 98188 PROJECT: Um ) PERMIT NO.�g6 -az'g-----1 SITE ADDRESS: &Igo/ 8 � , ..-.I . DATE CALLED: g-- 9/ � - TYPE OF INSPECTION: kq .Q.�-f' ep, DATE WANTED: e ` r / p.m. SPECIAL INSTRUCTIONS: SP //,'00 ayLL p)(,( -J REQUESTER: PHONE NO.: L" rla(P _ INSPECTION RESULTS /COMMENTS: AP 4 I r"' -r � /4 i SAc et,' (/J ! Z 1- -17! t 4 � r C� r Q vr-- r: O ' er vs� e lA . � ' �i -0.4i c )ATE: — E l — g• . INSPECTOR: />,��t,,Q. �,4,d.rh -7 CITY OF TUKWILA Dept. of Community Development = Building Division Phone: (206) 431 -3670 INSPECTION RECORD :::.i `11rai'ri �tr'x;.:3f ':£4�:3 �•.f -;.,, i.�i1 "f;:Jd 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: PERMIT NO. f , r" f fG• - o -- _ r —. SITE ADDRESS: (j(pQ 3 tG /P DATE CALLED: `! �`` TYPE OF INSPECTION: DATE WANTED: . - ' SPECIAL INSTRUCTIONS: / �[.RJ lv. l Awl RE REQUESTER: Mi ' MN �L I .,.. C&S( i — / - (o / . _+ • �_ / / ::. /r' r PHONE NO.: INSP CTION RESULTS /COMMENTS: a'n IN �. INSPECTOR: DATE: a C' --R 1 to7:1f Zo CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 0. 41 INSPECTION RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: • 0 PERMIT NO. ■,r/ C ��111111 _ SITE ADDRESS: • �j- TYPE OF INSPECTION: 1" ur DATE WANTED: �j -� SPECIAL INSTRUCTIONS: (�: Q 12,UVC( REQUESTER: r l 0 PHONE NO.: • 0 ' . 1 • INSPECTION RESULTS /COMMENTS: 1 _ �� -u - 9, \ _sic` A "t.r4 -v�- 1 / ‘,„ 1 ...... �� ; ,,Kn r% ;tii'(ft "� " "r'1'F�.' "; +12r.[txirts Yi rr rte CITY Of± TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTOR: .. INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE: g"r t3 �}!'. E. i7�. t \:4".'J4FyFSC�wax5tl!'3AR'_wk.' �'�'Y:'?ht�•.pn ;.. `11 ... 'r, .j:i. .:u�; :!x';iai> gat S �' �'' 3�:' z:'; S4: e tn' KV�' u� rr.: .e. %�:,A- R: "F:�ii�,`i'y�7a . �, �{.:_ J�irv� *:;�+svttt:;o�'rn.a.�e... "'"°"' 190E TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Control No.C' Permit No. Project Name C /, C"c)(1 p o f17,o ( Address Suit City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 J or M / Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: A ( R ne i ... I Au th rrj a ure osEe 6 /g I FINALAPP.FRM T,,F:D. Form.F.P. Retain current inspection schedule Needs shift inspection PR�EO( 2t SHEET NO, EI CC)NSIJLTINC3 ENCHNFFR 122- 131or 5, TACOMA, WA 95444 • (206) 537.8128 • FAX 531 •1 285 C rlsn UfltDO e5-agD PROJECT: SHEET NO. BY DATE: Ca I `( 111--/(V `,, crrotkr CONSULTING ENGINEER 122 - 131st 8, • TACOMA, WA (18444 • (203) 537 -8128 • FAX 531.1285 c2 I I t..443 (4:;1.i Bic) i GE pcla sPecIAL aRcorirsk= F-0e. MLA, cti Kt HOLE- . us1.- 5s►y0144-1 i - tt APH = A . ,�. & 4 e.c� t1s-r c./i PROJ r > e_aR SHEET NO. BY: DAT : JO B NO. cn rat is n i-unDoc CONSULTING ENGINEER • 122. 131 *r S. • TACOMA, WA 98444 • (206) 5537.8128 • FAX 531.1285 - 40 .. vO o � � 6 8.ck '51 FO g ice/, Et7 0 Is (lice) _ fr"_ "ToP o P- WALL, h4e...loco.s.)(R)7 d 6,14:7 cD - '4S"c� %, . 43 - (5,1s.1 ei-t Q1'.�C cb / c:P MN der 01 ,s ta7s)666,C1— C'3 fir a PROJECT: SY: . T - ' C ( SHEET NO, . _ + 40U NO, �t l la CONSULTING ENGINEER ' 122 -131er S. • TACOMA, WA 98444 (206) 537.8128 • FAX 531 -1285 CMY CORPORATION • PROW /? L ._. .f LOCATION! X COMMENTS! P.O. Sox 50080 $tkrtu, WASFi1NGTot4 98188.1088 808.688.1CMX TOLL, FREE: 1.800.869•/191 FAX NUMBER: 206.6a8'2658 Cirixs FACJIMILLCSAIRliiiia DATE) Ci 0 F i 'et :i 0 ci 0 NOMIIXR OT a9IR$Td XNCLUbIN9 IF YOU NAVE ANT PRQSL1aM6 RECEIVING TRI$ FAL PLEMiU CALL Tfl AXOV1i PRONE NUMBER, W\T PKONB W1 ( .1 3/- 36 FAX Wt ci ?RONg del (2060 666 -1269 FA X �f (206) 656 -9656 gv1L �«c.• Sor5r ,,S PA, LFuGr / A1-.0"W1 1 ») iAL I b ()"4 22$ -7? ‘"") ' P e a'rs -" N 1 `r• W y 1..)e:� L 1 '15 4 5' A ".11:) rB E N 1 P- 'fl / / ? a b , ► E L rr- rP, re_ k ►..� ��„� y r 'Ai. yc, T'1A1 — r i4 A P 3,,, IPl ■ YAKIMA . TACOMA 800•370.8076 800.872.8488 X JAZ Kc TAW' v i L 0 t 6 > L ' 8 0 uses: Description: Mixing IhstrUctlaliti Volume Solidi: Temperature: Drying Time: Spreading Rate: Film Thickness: Colour: Stability: Canal stancy: F1ath Points Charm*: PRODUCT DATA SHEET I,1 -MAT SO1 SEALER Envirothane Coatings Inc. Q . ,-z t.s o t 13 t o ct ,Z o ^-) X TAT Q w \T "V is : r e280 ria» Street, Wnaouver, ate, vex Co office: ($041 24.28811 Pus (04) 324.1etr9 .0444 was MN l w. %dims U8 A Single pack urethane based sealer for concrete. Priming of concrete, plaster etc. prior to Application of finishing system or as a salutation coating for boncrete. Surface can be Wet but not wet. Supplied ready for use. 48X.. Application: Above 0 Substrate: Above 0 Surface: 2.3 hours. R &rd i . 24 hours. M O O : 4-24 hours. AppfiosiMately 6 m /l1tre — See notes. See hates. C1 ear brOWni sh liquid. Shelf- life:, 6 months. Ensure can is tightly closed after use. Low viscosity liquid. 32 . U— Coat .500 Solvent. T •J., Shrinkage: Mix Rapti b: Impact: Tensile Strength: Elongation: Shore Hardness: flexibility: Pot Life: Shelf Life: to Cleaners: Syrface Preparation: N al/ / r\r Intimate Cure: Water Vapour Permeability: Coverage: ' Drying Time B 20 °C :, Surface: 2 hours. Hard: 12 -16 hours. Tra#flck1nq Foot: , hours. Fork Lit: 24 hours. 14 days at 25 At low temperature Curing rate will be slower. DIN 82615 - *005 metric/perm cm. Theoretical: 1 litre /m e 1 mm thickness, Suggested Practical: - 1W]. - 1.25 litre /m Concrete .• 1.6 litre /m Negligible, ' 3 :1 by volume. ASTM 2794-69/14 20 N.M. DIN 53504 130 kgf /cm ASTM 0 2370 35%, 'I' 80 approximately. ASTM D1737 Pass (l2,7 mm - 0.5" mandrel). 30 minutes g 20 °C. Minimum 12 .months. Acothane 380'Solvent or Xylene is recommended. Steel: Blast clean to Swedish standard SA 2.5 to a profile of 754100. microns. Concrete: Remove . al l lai tence and other Contaminants by most appropriate method e.g, blast cleaning. Ensure concrete is dry to protimeter reading . of less than S on the concrete scale. Seal with U -Coat 501, Al • ,J """ Hardener 'for Acothane Wiese, MANUFACTURER'S NAPA RNVIR0TRANE COA'I'INGS INC, STREET AMISS 8280 Rosa Street • IlT ADOaEes! Same errs PROVHCE VHDC,OUVer, Britiah Columbia NHS 4 -•2ee8 . : I AZAI�l n oral' PROVINCE POSTAL V O 4 C6 M E 4 ENCY LP8Ot • 3. ..: srC TI.�)t1.:2 ratanov$ N+4Al bed PC41PL CM* ;II+C-RIS:INGv- WI MO EMERGENCY T1I•EPWOME pro, EUIENT,�r- . Lose of NOREOW LCip_c" u�R ED Ekr (SPECIE' SPECIE&ANDRCUTE) ( IFYSRECU7 Aromatic Diiec anate Pol Far 100 101 -68 -8 >15g /k * Oral Rat 370 mg as aerosol / 111111111111 ,. 4 hr. n 1 Ra IMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIIIL MIIIIIEIIIEIIIIIIIIIMIII , : SECTION E C i I(yN hI I,Y. ICI�L:DA't A NYBICN. ODOUR AND APP'EMANCE OOCUA TNRES1401.0 Wm) • 1 7. , ? • r v, . , . . uid Not Known VAPOUR PRESSURE VAPOUR OFNS11ti' • EVAPCRAT1O1 RATE , " 00Q14 ( ' N ) > 1 Slow Eg1,NG Pain(e) FREE21N(' >•'C N1rC >200 ° C Setting 01, <0'0 N/A SE:CrION :4 , -.: FI RF. A U EXPI:(1SION DATA ... YEE 4 Ne n r yet uNOo en ex zed. to 'i ,nitibh; bources at temperatures higher than a» viv =IDIOM ash p McAHI CI IxrwcrloN Carbon dioxide N dry chatical, foam. Do not use water except to keep intact Containers coal by spraying, FLAPPGNN ('CI AND -WO :, : h:n 200 C1•a= Cu. ^ 'i" • 11 (%IrvoLLl) N A L."• re •Tr (M3Yv°11ME1 N A AUTOgNIT1pN %AMAMAATUNi Greater than 400 °0 HAZARDOUS =AVM PROOUCTO Above 250 °C ,possible formation of oxides of C & N, DA ' .: 5i" 1 A ` mvnY ra role oiscxwoE _ May occur , •F.CTIQ.N.5: -' •NE A(. 7IVITY DATA: 'EA NTH L7 IF tC,Iv i1 $ A�bid �biatura .cbftathih1J3tion, keep container closed. Ica 1HC ATI�1vmiIF JlC, ptN� �l�T .^ 1 Yep NJA 4 Reacts itri amines r�.nd alcohol, Reacts with water to give W111CH a�#rft 1.. r} ,. ,:d , p . , assure i c. ntainer 'EACTIVRY, AND UNDER *AT COW • . • • • _ None if stored and handled properly, .SECTION 11W NTIFICA IION. USE MATE AL SAFETY DATA -MET n �.: r • t 1 z q CZ .a n ;) X TAT '? ,i.; TAT , e fi 77 rr T r= 4 ' i . .. • r; r7 @FFECTROFAcUtt IVOSUO To r OUiCT . rr tent -, 11._1 • , , :: y: T to eyes an reap ratory trac s. 'ay cause • iru t 1_0 ., . n _T t_vit - - • - tea. AFFECTS OF 0110100 .. •. • TO PROM May cause derrnatitia sensititetion and other harmful effects. . 3W09URE uT !: r. .• . 0.02mg NCO/m TWA Irritant to eye det by akin. 01' ?.T 10-. .. Not Known Not Known Not bow: Not Known :.stC,TtON.t •: I HLV &N I I.VJ.:. hIL1\SURES QLIVEStsrecPn PVC Rubber Ct7 nom (t ECIFY Rubber boots Fd1/ Orcgattie vac :ottt or spraying, _. ... CLOTIUIIty Coverall.* (ztp!rviouel) bPAOCtt$) spills With wet abeorbent top werste tontai.stert. 11(SPEOF1 Safety Boggles (sawdust, sand, earth) 1N0111111140 CCRTFIZ ($ IOrt ,lt 4#NT!.&TIQN, WOE 1EAXuNo8P PKCEMStE Confine and covet After 1 hour, remove into Ali dpett WArE DISPQ AL Consult Frith or controlled incineration bf local, provincial, federal authorities. the product after polymerization Sanitory landfill may be allowed. • Peep in a cool, drry 1 H1WOUNO F110010011 PIA MU NI Uae explosion proof egtlipMentd. 9TOAActI RE0UlflEMPN? keep away item Sunlight, heat and' ignition sources. well ventilated ideation. Reap container tightly Closed. • rr(•TICrI it `Fitt- I MD MrASUHFS,. tP1CPIO t.T't.• S Ingehtiont Get i,ttwediett medical help: Do not induce vomiting. If conecioue, give 250 Jet of 'eater Of :silk. Inhalation: Remove to trodh kit end•roatdre breathing. Keep at rest. Get daedi tai attdtttioft. Skin Contact: Wipe off with +d Cloth and With akin with plenty of soap and water. Eye Contact: Immediately wash thoroughly with plenty of water. Get medical help. `,.t 11<..:4- - pnu,!) /\H N onrc.c tvisDs•. PMEPAMEO BY Ia ,r,O1 r, ero,i ,c.T.,. pm, . SNVIPOTNANE.COATINGS INC. (604) 524 -2886 November 1989 e 6 AcYtll Ac°rIVArt O F EN boaccotriat t•r n t 7. n ..2 p CI .T in WNW 3 N TAT "'1 TAT't•/ ii tv ! r , 01404,ATICN *MK* L T ,- • 1 r MAC AL SAFETY DATA ::r EET sECTIoN1 RUQLTUCT IDWNTIH CATIQN AND USE $ U-COAT X11 MISR $ Protective coating ter Steel or concrete ' auaaUtr Same EUtFIOENCY TMIII IE NO. 604 MuA miss Same M1R0tNCY TLL&P11QN •, • HatAcOUti t4a EQstrre Aromatic Hydrbcarbone -- h4AZA111. ()W INGflt I)1Erl rs area 20 -60 822 -06 -0 )�CIF1' CPEC�E'� Hxamethylene bissocydnAte ?repot 2- Ethoxyethy].,Acetate Xylene .x•, .1 OMA $ N/A clear of AgMented WOW 19,4 RATN BOLI4O PaKTrc1 K� ► i +� > 150 °C 6474 -95 -6 111 -15- -9 1330 -20 -7 >5g /kg,, • • t 'Ra 5g /kg, Oral Rat 5g kg, Oral Rat 4.1g /kg, Oral. 1 4.0',- 425pas /m , 4, hr 4 A11111'JlixldllR SECTION. :: .. F:' (IF AND r)(1'(.O a1ON DATA 0 When WOW to igtitibf Sources at temperatures higher, fiaah point. . MEANS Of BXTNOTION except to keep intact FIAP PONT PC AND Mfl) o > 38 ° C (Close Cup) AJPT O4GNrr N TIMPERATURE re) 380 ° C Carbon dioxide, dry chemicals, loam, Do not use water corxtaineka cool by tptayinge (% VI MAW 7 �'1 � Houma • T1®N P CUCTa Above 250 ° C po ®sible formation of. otides of C & N•, hydro en cyanides. WNMI Drtato Meaid =inure Got :tdi,tiAtiot, keep container closed. l Wrrp CEA &SWAM . 1encts with .rues and alcohol. Reacts with water to 06410+ dte1 : iva CO may lead to build u • of ressure in container, ..REACTNRY, AMMO UNDla WHAT cosomOl •a44Ya1CAL VAT E Li.uid VWPOURPRESSUREat Om HO No it stored and handled properly. Reacts 'kith water, ami.nte and alcohols. ti 0 pia '� ti -COAT 311. FINISH ' `:EG 11,01'1 fi'' • :. i,P.X 'fiOPlrfl_'ILS - , boll dCNTA6t: ,.,' loll AktOilu+t+al . . , , w ' IN ocFrreer'la ' Nw aTKA g Metal d. . ,, Ef'FQvanciv0UTE a • ' . a, ;r .. ' rr tent to eyes an, reap ratory tracts, 'ay ' .,. a l y P . •, 1: •• •l ' 1 ,. nu, 4' .: / 11J ,. _ , - ti(*. �*. ivitine to a M y .' de ;tia 'tttehei.tisa'tidts And other hbrtiful effeatrs, cause • icu t ea. • • tAA ... , :.., - 8o1vett.t: "Tur • -:-. 'Ir,i itant to eye & 93•=197rigtoi. , S'iWd bkitt► •ti I A .1 1. , 1101' 1 " ' V: ■7 , • wax MAI cause sensitization by skin • S 3 • ., GAmG?i 3EH)C Not Known 1'oa�.t,i.+r4 ' Sh'� At caused O 1.411 faEtt; : tdat e.trophY aniM11 .d ' ' ' • . t"•, •' • t . F IU VF N 'T F' Not known ION TIVE .MEASUFRES , : • ' 9hOVL't3 " • . ''' •• PVC Rubber 1i ' ' " , " .. 6PRVl1 KWYI '.Organic vapour spraying, EYE (SP Cf1') Safety goggles .. F' EAR it i m Rubber boot's . . . • • • come RPM) ' CO Ails (Impervious) CTHERI%P O$Y) INaaaEEaitxt CO:MOW t'PEl!IPT, sb, vEN7tAriotV, WWII Mast) , • Use explosion ,proof bg,uiPmen ' ' • , LF.m m ""Upttc>Gkro". ''Cafine' And cover spills with wet absorbent (sawdust, sand, earth) , ho, , remova xhta oh apsii 'tdp i e ate container. Aftek 1ur,, w N Cansult,Vith local, provincial, federal authorities. Sanitary landfill, o the product after polymerization may be allowed. o .Gctttroll ■ � i y ncinerat'igh Ub, ii `ti'piraetits, � xpl'o�s'iok' 140# r•" 4ERE041MIAl(TA K eelAdway� froth sunlight, heat etid sources. wili vontileted' locatt'bh'. ' flap cohtai qr tightly closed. _ Keep in cool, ool, d - 1. .,. . ,TAG information: Paiftt:'`•Ctrettiti:, ClAUs• pZN 1263, Pack II. MD MEAS.URrc; Do not induce vomiting, If conscious, , Milk. ore breathing. Keep at rest. Get • weigh akin with plenty of soap end Mater. . with plenty of Water, Get medir,.al help. :10.14 DA TE OF.41S )! 324-2588 •November 1969 i 'C1, rn 9 , UIR ,1 ' , ,' , 04 ' ,,, A ll I,t'11 !,.. :;1;N't:'�,1„ . Iri�gfitt'ivrt .. Gat itmMiaitt d,edicel help.. g vs 350 ml„of trotter or Inhalation: ' Remtv,$' ;a' gash 'e'&r and ,rent Intitheal 4titAt lri • skin,Contecti Wi'p'8"iiff With ,e'clot fi nd Eye Contact: Yttimpalatel.f wash thoroughly "*.,' ' , ' •• -. • .`> • .. rr T. = •P l '-if • 1 7 Alip.1 • ENVIRa1 AN 'COA' NGS INC. (604) ti 0 ,sE , >r boa. vent tree 0886 ! .nponerit of 2 - pack polyuretha'R4 coating. UANyTACTUAER•S NAME ENVZROTHANE COATI GS /NC 1VPPLUER1 NA1APt - _ _, , . ._.. _ i ._ Same item ADOAESS Same STREET ADDREes 8280 X099 Street CRY FROVNCi Vancouver, Eritigh Columbia CITY PROVINCE • POSTAL CODE PEPCIENCY TELEPHONE No. V5X 4C6 604 • 324 -2868 SECTION 2. - - H AZAU. NAZAAMIS aoaaeeeNTS !t PC4TM. COC4 DOUS INc . EMEAOENCY 13EDIrNT$ W OF INOASOIEKT (SPECIFY SPECIES AHDR4VTE) T LEPrOAd N0. l�,, C +Nb`AEIEWr (1aECIFY4PEC>ES) IIIIIIIIIIIIIIIIMIIIIIII 111111111111111111.1111111111111111111111 IIIIIIIIIIIIIIIII CCT101 1 "3 _ . PiIYSICAL DATA 1 HYSICAl, STATE ODOUR ANO 1PPEA*Agea Li.uid Paint oily odour, f ; . i :. COCO THAESNCLD Not Known : . n) yAiKoRPRE11Sl1R1 YANXIIIC h6RY iffmMM C 1 (AM.1) > 1 EVAPC$ATiOr RATE SCAM — > 200'C MAO rC) MEMING POINT('cj -30°C 1,31 , ± o,62 .R: ;IC TION 4: Y S ' } !d ft fYESMO ` VMCN eGarootilt r: a 1 Mr': AMA) FXPLOStou DATA MEANS OFEXTINC11ON Carbon dioxide, dry choreic 1, forte. "'' to not use water except for keeping intact dontai!lat:!! ddol, ". , ' ' Nti� kr0 ET ht'DD > 200 (Cline Cup) r -.,- R tirnn ftr• f' (ylE'YV4ctsuei .- n • „ 11'M , UM . '' IsSYVOLUME( -• • , ,:,n, ;:.,~ • AUT• ,NrTIONT MPERATURE( > 390 "C ,.: COMEtI5TO ••• TS Oxidti of *bon and nitrogen., . ..." ; :.: W to 6TAr ntsr lMOE • DATA $ N/A Not known, avoid static discharge. SF:CTI iFA 5;;: 1;r .rn I TY DATA CIIEM Al ST rry .. , YES NO t..i IF 110,0014 WHICH COMMONS, ATlat,rp ION OTHEA WAXES . YES 43 1 ^1 Ise ��$� 7 Avoid oxidizing agents, strong acids. RE ACT rvRY,RAOONC48 WHAT WNW IONS . .... - M1 IKSI J O Tb - ., ' None when stored and handled properly. "' SI 09. 26, 91 08:65 AM P03 T.I O t . e :t C. l ..7 r ^, V TAT "'l .f: The K q•• • r, T , -• a rrtii�K Af THANE ?Mt & ROLL IM CCNTACI ® IFWAOMUMAWC404110PROW Irritant to skin and a are. EFfENo Cepric Iratee T chronic exposure. mowsommrn PVC, Rubber EPIQNE*RU1 CONIR0I.5 t#P'ICrt, Ed Vr:NTLATIC 4. EkCLO$ O *Mal gTORAl16 SEW R1 Min la SPEC V C to E Eye contactt Inhalation: Store in EI cool, dry, well ventilated location. Not dehgdrdUe material. Store Away from food. IZAro Ta P CT Not a sensitizer Nob expected EYE (Pt CRY) Safer :0':les ounomcfl Not Known 1.4""OtPR "celOV*)i. Confine Ahd cover epil.1a with sand and sawdust. Remove into Waste containers. WA TE WC11AL Consult with local, municipal and federal authorities. Incineration. in an approved facilit may be allowed. KMDLINCI PROCEGUR! AhtI UIMENT 5 ppm 8hr. TWA Not known Irritant to skin and eyes. Not atpacted C .I I RE: 1V 1 Organic ,Woux mask • Get iMatediate medical hn1p. Remove contaminated clothing. Wash with plenty of water. If irritation Waists, see a doctor. Rinse thoroughly with water and get medical help. Remove to .fresh hir. Rester* breathing. Get medical help. PIM WSW (504) 324 - 2558 our November 1989 I.. . . . .,........... D T d Eirothane Coatings Inc. 6.122.1.1.511101ditthgt Roller, brush, squeegee. Deadrtte applied coating whilst still wet using a porcupine roller. Nee, 1,�and ti ty: Refer to Health and Safety data Sheet Note: 1) Calcine Bauxite may bd scattered onto the coating whilst it is still in a tacky Condition to produce a non -slip surface. 2) Where a high degree of decorative finish is required Acothane Pour and Roll can be overoaated With U -Coat Floor Coating. ea80 Roar Sliest, V4ryeouvet, 0.c, Mt 408 Orin; (804)82448N Rex; (O4) 324-0ee9 Information contained herein or related thereto is intended only for evaluation by technically skilled persons, with any use thereof to be at their Independent discretion .and risk, Such information is believed reliable, but MTM Specialist Coatings Ltd shall have no responsibility or 11a,b111ty for results obtained or damages resulting from such use. Sales of MTM Products shall be independent and subject exclusively to warranties set forth by MTM Speei'a11st Coatings Ltd. The foregoing maybe waived or modified only in writing by MTM Specialist Coatings Ltd. Acothane is the registered Trade Mark of MTM Specialist Coatings Ltd • DATE: 30th.March 1989 t.t f7 t 1Et t Q CZ .1 n - • 94' TAT !1 .0 ISSUE NO: 1 Al T•\T' f 'f. ^.. , 1 r, T ^.. • r. , - • Description: Spreading Rate: Stability: Cleaners: C Recommended use: Colour: Mixing Instructions: Volume Solids: Film Thickness: Flash Point: Consistency: prying Time a 20°C: Surface TempePaturs: PRODUCT DATA SHEET UUCOAT 311 FINISH Theoretical: 'Practical:. 32 +. t Etwirotharne Coatings Inc. 82AO SOS e4t O, Vancouver, I O, VOX ace Off : (604) 324.2886 Fat (1444) 3289 maw WM elog*/ ONE* A single pack coating outstanding resistance to solvents and chemicals. Suitable for use in highly corrosive conditions. Excellent 'chalk' resistance and abrasion resistance. Finishing coat for U -Coat Specification. Undercoat for U -Coat U- Gloss. Selected Range. Stir thoroughly before use. 60 -65% - depending on colour. Wet: Approx. 90 microns. Dry: Approx. 60 microns. 13 m /l1tre. 9 m /litre. brush or Airless Spray. Surface: : 2 -3 hours. Hard: 24 hours, Reed t: 4-24 hours. Shelf: 6 months. Owed containers should be used fully since part full.containers have reduced shelf life. Application: Above 0 Curing; Above .10 °C U -Coat Brush Cleaner. U7 FACSIMILE TRANSMITTAL SHEET DATE C� ` . • FARO: '•` 07 Ca �„�ar NO. OF PAGES SENT / .) (INCLUDING THIS PAGE MESSAGE: Envrr than* Coatings Inc 8280 OSS STREET VANCO VE1 . E.C. V5X 4 6 Tel: 604) 324-2888 Fax 604) 324 -8899 44,010:1 -.4".Z--or-e-ekeo ■!* ** fl YOU DO NOT. R CEIVE ALL PAGES PLEASE CALL ABOVE NUMBER * ** ** Envirothane . RESISTANCE OF U -COAT PRODUCTS TO CHEMICALS AND SOLUTIONS i • Cc 028C Venc Vila Pax: a ,,, CHEMICAL U--COAT Acetic Acid ( +) Acetone ( +) Aqueous Salt Solution 10% + Ammonia 10% ( +) Amyl Alcohol + • A>;omatic K 99 + Aviation Puel + . Ballast Water . + . Benzene Bleach 3% Free Chlorine + Brake Fluid + Butyl Acetate • + Butyl Alcohol + Carbon Tetrachloride + caustic Soda 10% + Caustic Soda 20% + Citric Acid 10% + Cresol ( +) Crude 011 + Cutting Fluid + Cyclohexanone Diesel Fuel •• + D'Iethylene Glycol' , Distilled Water + + Ethyl Acetate + Ethyl Alcohol ( +) Ethyl Glycol Acetate + Ethylene Glycol + Fat + Formaldehyde 10% + Formaldehyde 40% + Formic Acid 10% '( +) .Glycerine ,+ • Keating Oil - #3 + Heating Oil - #6 + Hydraulicc Oil (see special lists) Hydrochloric Acid 10 %. + Hydrochloric Acid 20 %. Its H.ydrogenPeroxide 10% + 1 , atings Inc. Ross Street, ouver. S.C. VSX 406 e: (604) 324.2888 (604) 324.6899 whh►ATM ep.clwy Camino' CHEMICAL Isobutanol Isobutyl Acetate Isopropyl Alcohol Lactic Acid Linoleic Acid Methyl Alcohol Methyl Ethyl Ketone Methyl Isobutyl Ketone Methylene Chloride Naphtha Nitric Acid 10% 'Nitrocellulose Thinner 011 /Water 50% C + Oleic Acid + P,erchloreethylene Phenol ( Potash 10% + Potash 20% +. :Salt Solution Saturated + Sea Water soda Solution 20% soda Solution Saturated S.olvesso Styrene Monomer -sugar Solution 10% Sugar Solution Saturated Sulphuric Acid 10% Sulphuric Acid 30% Tannic Acid 'ap Water DapWater 100 Degrees C. Tartaric Acid Toluene' • Tzichlorethane + •firichlorethylene + + 'Rey: 4 None ( +) 011stering Not recommended Envirothane 9 oatings Inc, 280 Rosa Street, U -COAT ancouver, B.C. VSX 406 )!tire: (604) 324 -2888 lax: (804) 324.8899 n M d ltM?MSM,cuhroatMOi t Test period: 2 months CHEMICAL RESISTANCE Envirotha Surface . changes Dist. water 23 none Sulphuric acid 10% 23oC none Sulphuric acid SOX 23 ?tone Hydrochloric acid. 10% 23 none Hydrochloric acid 20% 23 30 days Nitric acid 10% 23 30 days Acetic acid 10% 23 30 days Formic acid 10% 23 30 days Soda solution saturated 46 none Sodi hydroxide solution 20% 23 none Sodium hydroxide solution 20% 50 none Ammohla 10% 23 30 days Hydrogen peroxide 10% 23 . 30 days Fuel oil 4. lOX water 50 none. Whitt spirit 23 none Tolubne 23 none Xylehe 23 none Methil isobutyl ketone 23 60 days Methanol 23 20 days e Coatings Inc. 6280 Ross Street, Venoouvel, BC. V6X 408 Moo; (604) 324.2966 Fax: (804) 324.8899 Mil eCI rA 1. MI M 6l,ICIMr GWMps $ uuface Preparation Woad:_ Should be sanded smooth and sealed. Re -sand a ter sealer is dry and apply further coats. Concrete: Should be free of surface contaminants such as laiterce, oil curing membranes etc. Surfaces can be moist bu not wet. Appll;cation nstructiQfS Brush, airless spray or conventional spray. Health anal Safe i Refer, to Health and Safety Data Sheet Spreading rate will depend, on porosity of substrate. 'Fitst coats will be readily absorbed by substrate, Spreading rate, of 6•tr /litre per coat• should be considered on average. • Type of suface change P P blistering blistering blistering destruction blistering blistering softening softening U10 Indeperdemt tests an i eva]tsat icn prior to trarketing agreements with i(U. K. ) P.L.C. and Dtsfay T.i,tani.ne PIG. MAIM FiZOXANPES CCRROSz6 I SP IMA STS (triZIH SEA) LTD Interim 'r report refers. This test was initiated by Dufay and Coi Specialists (North Sea) Ltd to evaluate off-store capabU4ty• T{UX7. 4part due from George lirebner Coxrosian Specialists (North -) Ltd. CARDril' Uaty, srrx Evaluation of solar refl taace - Test programme'irdt iatel by British Gas. } Test enclosed MAW WAVR =MN N Test programme for p tablee water service Test report enclosed. Dvaluat`.ian for a variety of services on' cca steel ad sh t zres all 4th success:nil, cam. Per verlficatien contact ' Dr. J. Sketch1ey Scientific Services Dept Oraveseal Mr. M. Upton Scientific is Services Dept Graveled Mr. T. Pbrrester%- Scientific Services Dept Notting= i Mrs }y Coles Mrs P. Scientific Services t Harrogate asscetmo cam marine dif f uskn and concz•ete pcote cti.csrl - . Paper enclosed. Yerit'xcatica Mr, K. Robinson Associated G'tel Co Ltd. '1zgr titCCRAMISS man WAY CR MDR 3M 5T;4 PAUL - U.S.A. f .. Pipe Sae internal coating for off -shoe drilling ing arsd ica use. T�� t22 ( ) Sob towe s specified U-Coat Vexdfica icn Total Energy Services .Karachi Yikist n, C.E.G.B. Ccncrete bmd area sealing and coatings. Ver&fic ti.cr► Mr. M. Uirtan Scientific Services Dept Gravesend. Spect'idaticns approved for steel and plvanising maintenance. Verificat icn Mr. T. lbrrester- Coles Scientific Services Dept ' Nottinenam. tenn1 f 'G Anodized aluniniun support fratties Hinckley head quarters building. Vearificaticn Mr. D. Nor .n British Gas Hinckley. Spec. ficaticn approved for major tank roof coating contract. Verifi.eAt ion Mr. D. Patel British Gas Holborn ; — Lcndon. WELSH WATER *uni Y, Mu rchisc n platform off-shore north sea. 'Ibp sine maintenance and a:tti sicird deck coating. Verific It Long Mr. Stuart .Tones . Caiaco Aberdeen. ICITAL Oil MARINE 'rbp side maintenance trial. Vesdficaticst Mr. George Brener r C on is n Specialists (Borth Sea) Ltd e s steel insulation. Vim.► iJ. at[ *1 Ti". George &e ms cor L osiW Specialists (Ns tit Sea) • MAR Offf-4i,re fracei. r , Verification Mr. Jim Akan . Salamis (Marine & Industrial) Lid ASSCMATED OCIEL mite and ocncr'ete sealing and scatting. V ficat ion Mr. G. Iluebes Associated Octet. Co Lt t. StrlX' i atI AR FUNS in Cordate floar , sealing and crating for ` dot ion service strip don area. Pipe'hridge maintenance coating spe -ties U -twat far 1985. Verification Mr. J'. Icujurrn t.N.F.L. ant. KARkiii =MI= Y COPANX PAKISTAN Itepar and maintelance coating of galvanised tzansaissioa towers. First inspection successful protection for the first time. tK IT APPL #TXCti • t =AT RFSTSrAICE'11i.S15 raboratory tests dananstrate the superior chemical and formulations when ccnpired with ccxtvcntiona1 coating syst Sped ficat1at far Steal Protection Abrasive h'last clean to Swedish Standard B.A. 2i. Coe'coat IJ -Coat 111 to 25 micrcos. Coe coat U -Coat 211 to GO microns. Me coot J-Coat 311 to 50 microns. Salt a . 'rest evalttaticn to ASIM 1)- 165441 most dcfi;es not more than 1 /16th (1.5ma) underereep fmn Conventimal single park coating systems typical result Orrventici tea pack coating system typical result • U-Cnat foist latish typi.ca7. result Wire Wished Steel Preparation Coe coat tJ -Coat 111 to 25 microns. 'luxe coati U-Coat 211 to 120 microns. Salt spray Ii<�d;ty } Water Soak 50°0 Artificial.. weathering Ohmic' Resisrtan e Acetic Acid 100' Hydsoch7 aria Acid 37% Nitric Acid . Sulphuric Acid .5 ,Sodium fCOddo 5 Anil3nc. ?✓butylrl Ketone c4.+1losdive Acete.te 1,000 hours -- no charge. 1,000 hauls - na change. 1,000 hours no change. 1,000 hours - na change. 40 days) '1404) 40 ) 250 days) 720 days) 3Q days) days) 720 d Envirothane weathering re en. each side of the 1,000 hours. 5,000 hours. 11,000 hotm9. Coatings Inc. 8280 Rose Street, Vancouver, 9.C, V5X 406 Office: (604) 324.2888 Fax: (804) 324.8899 Following the test minor surface a f LJ -Coat Xabomtary tests demrnzb ate the superior chemical and imatherf ig l'armulatims when =pared with conventtanal coating system. 'd pical S} it�cat3on for Steel Protection Salt sprayr timidity Water Soak 50°C Artificfai' , weathering Chemical Resistance Acetic Acid 10 gydrDchlaric Acid 37% Nitric Ac3si 2 SulphaiC Acid 50% Sodium t}ydrTnddo 9 .Anil ire tbyl Er Ket'x e Cc,.0 solve Acetate Abrasive blast clean to Soedish Standard S.A. 2i. Cne'coat ti-Coat 111 to 25 :tierces. the coat U 211 to 60 axi.crorts. One coat t1•Coat 311 to yo microns. Salt Spray, Test eva1latirm to ASThI 13- 1654 -61 Test defies r»t more than 1/16th (1.9um) urxiert veep brat each side of the Cenventiaia1 single pack coating systems typical. result 1,003 hours. Ccrcveotia ,a1 two pack coating system typical result 5,000 haute. U-Coat formilaticri typical result 11,000 hours. Wire tscushe SSteel, Pre One coat i1 -Coat 111 to 25 microns. . 7Wo coats' U-Coat 211 to 120 miercos. 1,000 tycrs no change. 1,000 hours -. no change. 1,000 hours -- na change. 1,000 hours - no change. daYs) d ) 4 ) 293 ) 7 days) 30 days) 3 days) 720 days) Envirothane FailOoing the test dimes minor surface . attack only. Coatings Inc, 0200 Ross Street, Vancouver, B.C. VSX 4C6 Office: (804) 324.2889 Fax: (604) 324.8899 f U -Coat • ACCOUNTING: 913L 10111 AVENUE SOU11I • SEA! TLE, WA 98108 • (206).762 -2566 • FAX 763.4178 • SALES: .1915 MAPLE VALI EY HIGHWAY • REN1ON, WA 98055 • (206) 226.1000 • FAX 228.4924 • August 13,1991 PROJECT: 6601 Glacier Avenue South Gentlemen: In accordance with your request, we are submitting the following mix design(s) for the above project. A concrete statistical analysis report, based on mix perfothiance in the field, is included for your review, along .with mist design proportions. This report is in accordance with ACI 318 -83 specifications. ASTM C- 94 -86a, Section 14.4, the Standard Specification for Ready Mixed Concrete states, "When the strength of concrete is used as a basis for acceptance, the manufacturer shall be entitled td copies of all test reports." In accordance With this specification, approval of these mix design's carries With it Stoneway Concrete's inclusion on the, distribution list for all concrete test reports. Please contact me if additional information is required. STONEWAY CONCRETE Kent. Washington 1.) Mix design 07034 - 2500 PSI Concrete for Masonry Blocks Sincerely, LJ -� Michael Gardner. Quality Control. • nENTON v • TUKWILA • SEATTLE RECEIVED MTV OF TI IKWII.A RECEIVED CITY OF TUKWILA AUG 1 4 1991 PERMIT CENTER PERMIT CENTER • STONEWAY CONCRETE ACCOUNTING. 9125 10111 AVENUE: SOIJ III • SEAT 11.E, WA 98108 • (206) 76^ • FAX 763.4178 SALES: 191!; MAPLE VALLEY HIGHWAY • InENION, WA 98055 • (206) 226.1000 • FAX 228-4924 CONTRACTOR: SeaCraft Masonry CONCRETE MIX DESIGN DATE: August 13, 1991 • RENTON TUKWILA • SEAT TI.E: PROJECT: 6601 Glacier Avenue. South Kent, Washington MATERIAL SSD WEIGHT W 260. lbs Cement 658 Fly AShs Air W.R.A. Michael Gardner Control 3/$ x. # Conc. Sand. STRENGTH: 2500 PSI MIX NUMBER: 7034 For Masonry: Blocks W /C Ratio: 0.40 Cement Type : II Slump: �.7 n C .A. (3/8) 960 % Air C.A. (, ) Max Aggr. Pea Gravel F.A. (Cone. Sand) 2180 Unit Wt.'': 150.3 SPECIFIC MATERIAL , . GRAVITY 2.68 2.63 RECEIVED CITY OF TUKWILA Mk 14 1U1 . PERMIT CENTER C STONEWAY CONCRETE August 13, 1991 PROJECT: 6601 Glacier Avenue South Kent, Washington Gentlemen: S ' ncerely ef I j Michael Gardner Quality Control, ACCOUNTING: 9125 10TH AVENUE SOUTH • SEATTLE, WA 98108 • (206) 762.2566 • FAX 763-4178 SALES: 1915 MAPLE VALLEY HIGHWAY • RENTON, WA 98055 • (206) 226-1000 • FAX 228.4924 J ♦ • RENTON Gtr • TUKWILA • SEATTLE In accordance with your request, we are submitting the following mix design(s) for the above project. 1.) Mix design #7034 - 2500 PSI Concrete for Masonry Blocks A concrete statistical analysis report, based on mix performance . in the field, is included for your review, along with mix design proportions. This report is in accordance with ACI 318 -83 specifications. ASTM C- 94 -86a, Section 14.4, the Standard Specification for Ready - Mixed Concrete states, "When the strength of concrete is used as a basis for acceptance, the manufacturer shall be entitled to copies of all test reports." In accordance with this specification, approval of these mix designs carries with it Stoneway. Concrete's inclusion on the distribution list for all concrete test reports. Please contact me if additional information is required. RECEIVED CITY OFTUKWILA AUG 1 1991 PERMIT CENTER Air CONTRACTOR: SeaCraft Masonry F.A. (Conc. Sand) W.R.A. STO NEWAY CONCRETE ACCOUNTING: 9125 10TH AVENUE SOUTH • SEATTLE, WA 98108 • (206) 762.2566 • FAX 763.4178 SALES: 1915 MAPLE VALLEY HIGHWAY • PENTON, WA 98055 • (206) 226.1000 • FAX 228.4924 CONCRETE MIX DESIGN PROJECT: 6601 Glacier Avenue South Kent, Washington MATERIAL SSD WEIGHT Water 260 lbs W/C Ratio: 0.40 Cement 658 Cement Type: II Fly Ash Slump: 7" C.A. (3/8) 960 % Air: C.A. ( ) Max Aggr•: Pea Gravel 2180 MATERIAL 3/8 x #4 Conc. Sand DATE: August 13, 1991 STRENGTH: 2500 PSI MIX NUMBER: 7034 For Masonry Blocks Unit Wt.:' 150 SPECIFIC GRAVITY 2.68 2.63 • RENTON • TUKWILA • SEATTLE U(iJF 'T Sr='E 'C.: I F I COT I t]N9 NSrne s" 07034788 rc'.jt ct: Wune. HIq m160(44 "flL I :3113 -433 (PUILP.INC:J. CUUE RE=UUIREMt tiI9). r•'.I7CU E:IJUP FUn • tMr- 'UtrNE3 •r11t B T( I41)f Rf) *vxri'1'IOU or 7HE 1''oLLOWIHO J T6s LMbcirat6rryi. ' . CfSCf1DE : TESTING L f$}3O if17'ORY . Spe ified .Slumps 1-IVLIUf?Y INN 1 7338 . PAC:. HWY. SO. s roNE_Wf1Y. urJNL'h RE:'NTON GORDON N UT3E CU$1E3'T'. Cc.riar-ete Designs E3 Weighits "per.,CUbir. Yr d Cpmerst (I Lr'L I) 8580 . COr sty flggi-rcim (rI f1 f31fIVEt) 7(.,i°r.tt" Fine fld rr�.y�te' CCtHICfiETE:'8f1Pti�), .:'1£�ol W ra t er i':1:.101t. • RECEIVED CITY OFiuKwi AUU :1 :1VW' PERMIT CENTER Pr•o.j e t s .n/ti "yupp1 iers C'1fft �t: Contractor,: b " pea ifl ell StreYr DESCRIPTIVE STATISTICS I:» tabase hdarne. 07034 -28 Project Name ! 4) s . ALL PROJECTS IN THE DATABASE NAhIED A9OVE Number cif' Test's Averaged Average Strength Standard Deviation per faCI 3113 Within In yield Results Oyerall Standard .Deviatic'ri An PSI SurmM r•y of Computer Study Test Standard Deviation Coeffic:ient Of Variaticorr, 4 Report Date 2/06/90 { + . +•: Within. test. Ccut ffieient: I.Belc w 3.0 a� ..3:0_4.0 1 4.0 -S.`C► +. 5:0-6.0 ".4 "flbcov�e Of Variation iri % + + a 1 .4, r.0 + Be 1 ca , 400.. + 400-'500, + 5007600 " 4, 6C►C► 700 +' ,Above 4... + :. • :1- .4 a 70147 RECEIVED CITY OF TUKWILA AUti 1 "4 ‘WW PERMIT CENTER a •Excel lent- + Very Good •+• Good 47, Fair : + Pc'c,l - :Method tr.:ou 1 RC:ll f1'VERf1OE STRE=NO H 'at'aba a Name a 07034 -2F3 'r••o.j e t Name(s) i ALL PROJECTS IN THE Uf NAMED nt►U'vE Report Date 12J06/90 F.:►ui ldirry Cc.de Requirements for Reinforced Concrete!' ,(f1Cl 3187 03) defines two or•rnU.las for cr_.rnputing the" Requirod Average Strength. The Required fl•'.•erage brengttr shall be the larger of the two computed values. 1 ThF? ' prc.babi 1 ity that the average of 3 cr_'i•tser_ut ive tests; Will fall below F' c should not e» Geed 1 in 100. Method ' , The probability, " of a raridc.tntecst 'rt su1t, being more than 500 psi below r' c should ncit, exceed •I in 1 Required Average Strength bytiethOd'2 ••• fi73C► P )J Requ:tred .fayeracde Str - A730 PSI RECEIVED CITY OF TUKWII.A Jtiut;1 1 99 1 PERMIT CENTER Rt quired overage Strength by Method 1 A708. F?31 I4f! as P91. GR(P11 )1 t ra Ij mp. N me ,07034-28 = 'r•c',j ec•ts tJerne ( s) t ALL PRCI JEGT9 I PJ 'U IE DfaTf4} r 9E 3pec•i flied y i�errg�h t:) . ` Aver-ape Strength (-4.) Ter; t• flverndn: ` •( DfITE i 000 2000 3000 11/14/1.39..! L2/27/139 )111.6/90.H 1/.16/90 .1 )2/23190 l :)5/ 14/90 .1 6/ 1 e /�() i )6/es/sp.) )6126/90 :)7/23/90 ` I ;16100/ 90 pa/ 3396 :If3/ 17/ 'acl 113/ ;:►6/23/90 0f3/23/90 og/12/90 09113/90: 09/ ..U /90 10/041g0. PJf1ME D •f1Ea(3Yf: Report :bete: 1 2/06/90 P1G1: M0yItJC owEn1OE 440 5000 • 6000 7000 • I .2f1SE LISTING 7 ► t aE,ame T.letrne s 07034- -28 '►-•o.j rc: t Narnm ( s) z f1LL PRC);JECT'S IN THE' Dfl'IT 1 9E. tlflME'U f il 0vE 'ATY OF Ti KWILjA AUG 141 1 PERMIT CENTER !)ppar•b !)ate : 12/06/90 Page Number : 001 r REPORT TEST TEST •1'0:'3'1' TES r Nov I NG T'E'ST (1'•Jf- Rnoe I)fll E NUMHER fl 13 C: AVERf1C,E i1'v'Cl OF 3 F7f1Nt3F_ •F ?flNC7E 11114/89 0581 N. A. 4 810 5i 90 12/27/89 053943 N. fl. 5630 5300 )11161 90 054301 N. 11. 5490 5670 '►2/23/ 6480 N. fl. 4520 4970 i51 14/90 12479 N. (1. 5660 5880 06/ 12/90 25746 N. fl. 5980 5670 06, 26/90 3767. N. fl. 5710. 5560 0(3/26/90 3769 N. A. 5440 6060 07/04/90 239410 N. f1. 5490 5360. 07/23/90 25486 N. A. 6210 6020 011/08/90 59277 N. fa. .4810 4970 08/.13/90 60 N, A. 4930 5060 08:17/90 276599 N. fl. 5320 5.440 08/22/90 60064 N. fl. 6150 6210 08/23/90 61016 N. fl. 4550 4550 06/23/90 27663 N. (1. 54(30 5590 C)9106/ Yu 62389 N. f4. 6370 6210 09/12/90 9(187 N. f1. ' 4780 4620 :19/13/90 9270 ' N. f1. 5570. 4710 , )9/ 15/90 '3378 N. F1. 52130 4910 1i I ; P4/90 60125 N. fl.. 5070 5000 . N. fl. 380 3(30 5465 N. fl. 330 355 5580 5348 160 . 297 4745 52(33 450 :335 5770 5365 220 312 5825 . 5447 . 310 3 1 2 5635 57.43 .1 50 289 `:,750 5737 620 ,330 5425 560 3 130) 30F1 6115 5763 190 296 4890 5477 160. 0. 4995 53:33 .130 271 5380 5088 '120 259 6180 5518 . 60 245 4550 5 370 ' 0 22.9 5535 5422 110 211 6290 5458 ' 160 218 4700 5508 160 2.14 5140 5377 860 24E1 5095 4978 370 P55 5240 .5158 340 259 15410 .A If GI(OVE CamivaE NT vsnEs°r, I C. December 20, 1990 Sinc 3801 EAST MARGINAL WAY, SOUTH SEATTLE, WA 98134 .SALES OFFICE (206) 467.1400 Stoneway.Concrete 1915. Maple Valley Highway Renton, WA 98055 -3906 Atten: Mike Gardner Re: City of Seattle Certification Dear Mike, I herewith certify that the cement you purchase from Ash Cement Company is manufactured in conformance with ASTM specifications for type I, type II and type III. If you should have any questions regarding the use of our products, please contact the undersigned. RECEIVED CITY OFTUKWILA ALA 1 4 1991 PERMIT CENTER r- COBBLES C SCADr TEST�iNG LA IF li aE a E { ( • { [-_ TESTING & INSPECTION /ENGINEERS /GEOLOGISTS 12919 NE 1267. PLACE SEATTLE •2 KIRKLAW, WAS. I1N TON 96034 12063823 9600 EVERETT 12061 259 00 17 SIEVE ANALYSIS N 5121 y O � F OP NIN • IN CHI i ,�{ N . - .F - N P i, 1 H U ANDAAa n N 0 w! 4 f b$ t o h p Si S S 16 i ., 0 a!~ a!■ al �ia>afi:! ►al���aasalaalall�l.l� - MRaa[—INIIMR aa11M1LWMEIMN ti asa III = a ili ::; a�aasaa+callalialnum IMEII arraa.a.IIEnIN ■ 4 10 MIIIIIIIIIINIIIIIas . am= — aaaal asaals BRIM .EMI IR RINI — - s MIN aN _NM In __ a ►lt_a11•IMIIMIti aG !Il1lII%Ii _ 1111111 ta s - ..a � ii R MN MI MIll MO III MI II AI ` IIKIFIIIIIIIIEIIIIII MUM MN IN III MR MR 11/111111111.111111R11 IIII• RI IR IIIIIIIIIM111111111 MI MR NAM II 1 :: IIIIIIIIIM 11111111 fail 111111111111111111111111.1111 111111111111111111111111111111 III IC E111111=11111•1111111111111111111•1111=11111■IIVI 1111=111121111=11111111=11M1/11i III ■■1 .MI 111 11111111111111111111111 i 11 4° MN WM MI am imi gm No Num= MN Ill 1111111■11111111•1111111111•1111111MMIIIIIIIIIIN ... 1 tl l Eiriblin in . iimmi f 111711•11.10011111111111 IIIIIIIIIIII REM OMNI MI NM MIN= IM IR NI NM MEIN ER 111111111111M11•111111111•111 ININ 1111•1111111• MIIIIIIIMMIll ■J■t MINI 2° IIIIIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIII 111111111111111 III .1 ,. .4 .1. NMI NI MN MR MI III MINI MI MR OW =MUM MIMIIIII•11111111•11 NM ME IR MIN MI RIM MR III NM MI MIMI IMII RIIRIIMII REMNIIIIIIIII III =MN MINIMUM ERR II NOR MI IMMO NMI i° In MIMI mouion mom Now mg row IIMLICIIMIIIMMINIMIIMM1=11.1.1,1111111. sou MIR NIRO IIIMIIII MI MS 1111111 MI MIN NE MN 1111111■1■711111 MI IRWIN 111111111111111 MI MIMI NMI RI rM! MINI -- _ _.at a NMI 1•11 .a to a IMMO% ' !i/ i MIN i1 --- -- — — --- -- tat\ \11acsMIRMN MOM a INN II a rhos ■ IIIII T• • ■alt! al1illta/El a s it $R ' 1t 2 0 0 • n r on N — q q In t q Al GRAIN SIZY IN MILLIM[TIR5 -+ CORPS OF EN61NStR3 UNIFORM SOIL CLA*SIFICATION Co•rs• 1 Fin• Cosrss 1 MsdIum 1 Fine GRAVEL SAND SAMPLE • DEPTH - FT CLASSIFICATION MATERIAL Z Fr �� -"Pt i"Yr.• cam rU- C> - �. MARK TYPE GROUTED SIZE (L,W,D) AREA (SO. IN.) DATE CA: 't DATE BROKEN Afar ULTIMATE STRENGTH CHECKED LBS. P.S.I. . ,, :tom I(t >S 8.1 3•.91 F'.2. 'fl j . y es e• `t. /6 - iI Y -/O , f ( .../R ---t •. EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282.0668 Fax (206) 282 -0710 MAILING ADDRESS TACOMA DIVISION PACIFIC TESTING LABORATORIES 2402 Pacific Highway East Tacoma, WA 98424 ' W (206) 922 -9299 Fax (206) 922 -1512 �. M X 663 S /«4 :t�w I , IA. t , ,c) A. 78/tf B ATTENTION' ••t 0 t' �� V I'1 vt l it t 4 y PROJECT L'' 1, E ►.t L r. I 11 r i(t o i4on •!-] LOCATION l' ! t PURCH. �= ,i t r I �• . j'r Y .I f . NUMBER REPORTED REVIEWED PERMIT NUMBER COMPRESSION TEST RESULTS C RT NUMBER MR ' 1067 PREVIOUS RPT. NO . t 4 ;4 gq u t � DATE 4 :r' (7 ' ` N K CAST ARCHITECT ENGINEER CONTRACTOR DATE CERTIFICATE 'I • 0 . 0 ys + NUMBER 1 4/ V 1 i J E I . . C. (. i, .; ti l t ti ' y 1.1') C._ JC C k_ Lice/ 1 101(111r TEST EQUIPMENT ID NO'S. AND DESCRIPTION t*A I v. t 4 r ; i .11 ve 1 p C I I; ' i 5 ASTM TEST METHOD Nd '` C 3i , .� th TIME, 8 WEATHER GROUT • CEMENT PROPORTIONS (Not Certified by P. T. Lab) - ]rtt t J' MORTAR CEMNT PROPORTIONS s (Not Certified by P. T. Lab) 5"4 SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? DATE SAMPLE RECEIVED — Ur( POUR LOCATION) AND NOTES: U P ) t \ { r t ) � (r ' ; is( /. tY Ail tr.) n fi I r )1, r I d% /r 70 LIME I MIXING PLANT C'SE AGG, r , It 6 s/ •S fiN vt e 0,11 FINE AGO, SAND / i f )I UV {' /$ MORTAR TEMP TRUCK # 3 4 DESI TICKET # -^ 6 R STRE lo i S "b 0 t01 i 1.04 /VA ADMIX ' ADMIX MIX # / 7 3(/ MIX• #' t% 11 '5 l'C GROUT TEMP. . ° 5 P ' r o u' +� t ( � I s tA t 1 ■4 � I � � f ( f , (4~ n �' � V' 1 t�/�f.11U !�. � l• • Lt 0 QKi �t,�� 5 GL15 �( t Media I ts 11 e j f r c I .S / e Q I c /4 !J P r r 6 e c p 140/t yr C Lt1 f L. • ' RECEIVED • CITY OF TUKWILA PERMIT CENTER (- y /r wete, saan/ r!rC - This report Is provided for the Information of the client only. TM reproduction of this report by any method and fie transmittal by any means to a third party without the WM184 Laboratories is prohibited." "This certification attests to the accuracy of tha results obtained from the actual test pertonned and/or observations made within the defined scope of the work. Certification ;het Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements." • Certified Report by Pacific lbsting Laboratories • . DATE MA 88.1 MARK TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. A 11 wt a A iiKito_____ _ 9 -f p e -23-y, 7 Lt 3coo /-1(, 9 0 C-. V(0 Lti li 26 ECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282.0666 Fax (206) 282-0710 MAILING ADDRESS PROJECT LOCATION Cr ?''\ o c s 5 , &/i :ie s1- y il� f;. t (l x_ ?gag ATT NTION' �(��N *Q.4„ ,I. ; � v ; i7 R � . be iSI � I ere S 1'' NUM ERORD' TEST EQUIPMENT ID NO'S. AND DESCRIPTION WEATHER :�1!'Ll1rt � /i �D J r PACIFIC TESTING LABORATORIES GROUT CEMENT C'SEeA�GO. q (Not Certified PROPORTIONS P. T. Lab) „Oka Z2 MORTAR CEMENT PROPORTIONS (Not Certified by R T. Lab) SAMPLING IN ACCODANCE WITH APPLICABLE CODE AND SPEC.? / I C _ 1 4ry 7r ', i LIME N 4 MIXING PLANT ZG! PERMIT NUMBER ARCHITECT ENGINEER COMPRESSION TEST RESULTS ✓ 14 ,4 tiY!73 ASTM TEST METHOD NO J TRUCK # 9 ,323 FINE AGG. eelele 2 TICKET # SAND � T .. 4 MORTAR TEMP. REPORT NUMBER MR N° 6072 C REVIOUS RPT. NO AI R 'o7 / BY PORTED (WC ci DATE CAST 0-vel -9/ REVIEWED BY DATE 1V6QS NUMBER CERTIFICATE ? foe th Raw Lrc e A tL. C . C.1,01'4104, /p r/ oe■ CONTRACTOR SC's- C`T ADMIX ADMIX i/ 4 GROUT TEMP. TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 Fax (206) 922 -1512 DESIGN STRENGTH lc p7 MIX # 7srk 7o3 MIX # 7 , 0 DATE SAMPLE RECEIVED .l I) / 1 /p/ POUR LOCATION AND NOTES: . ,f: 5JIe 1 "r e f r �� v ����1 / �l sl�C�i�'��J, -1 sr - S ee / ai f di4-41 4 1l / ,,v p 4.4e cw " r fa , LR►s1 ?S' '44 , /',i 19 ' / - -4 . rG, 0 /. All purr k „,/tta et: ib c -t 1991 WORK CONFORMS YES NO ❑ 'This report Is provided for the Information of the client only TM reproduction of this report by any method and Its transmittal by any means to a third party without the written pemdulon of Pacific 'Stating Laboratories Is prohibited' 'Tills certification attests to the accuracy of the results obtained from the actual teat performed and /or observations made within the defined scope of the work. Certification stall not be construed to represent Inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirement' Certified Report by Pacific Testing Laboratories DATE MR eel EXECUTIVE OFFICES 3220 -17th Avenue West Seattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PACIFIC TESTING LABORATORIES \t . 66 S. 6 ‘c,- S-�- Ttuc( ,.,:(L, 6)6_ ?B /,� ATTENTION: .. d (,, Va, ley PROJECT Cd -6 A M LOCATION &ILO / S: Gl S • NUMBER /Ad/ r , e •• rr �a.rla LR 89.2 ASTM TEST METHOD (AS APPLICABLE) c Certified Report by Pacific Testing Laboratories FIELD CONTACT: j'mim e Ls cue u eSlF of C . REPORT NUMBER LR 62610 PREVIOUS RPT. NO MR 4072 BYPORTE•(Z '1/43 _.1� lI S §N DATE _EL_ yl REVIEWED BYfDATE 30- , NUM BER S- // NUMBER CERTIFICATE yiv) . , ARCHITECT rt. i R O041. K �( Arch.. c ENGINEER C... c i= T r amt, }v Y d e CONTRACTOR $•?C+. ( 4 `u *IA/ r r �7D3 y/ t.Jc r p I 3v � r r � 1s _ 7 a 7 • I � �.r� - e A, • ' 4i o,J e /, d � 7 o ft / . /Y,�_.•+�r Ss>v.. s± _ DATE fi J ScP1 6 1991 rJTY Ug __.__PLANNINtr TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922 -1512 EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) WORK CONFORMS YES /g NO ❑ This report Is provided for the information of the client only. The reproduction of this report by any method and its transmittal by any means to a third party, without the written permission of Pacific Testing Laboratories is prohibited' `This certification attests to the accuracy of the results obtained from the actual t performed and/or ns made within the defined Inspection. approval or acceptance of other associated work ore warranty of n or workability of coon requirements', e • . rrh- 301991 DATE r UTIVE OFFICES + r -17th Avenue West eattle, WA 98119 (206) 282-0666 Fax (206) 282 -0710 MAILING ADDRESS PROJECT LOCATION LR 804 Certified Report by Pacific Testing Laboratories PACIFIC TESTIN C MX c u k .,„ :0,aL, W 9g /$e ATTENTION: bL4J plc 4 V im ] e Ci`jC':� J Gry / 11 1 W' A/ 9 V\ O v s.w PUR CH. ORD 6 r,o 1 5 a-tier NUMBER 2 " Itogs' 1e_ LABORATORIES Y PORTED )' R ' Sj DATE DATE 15 BY - VIEWED// \ .WTI Q �- I j� C PERMIT CERTIFICATE NUMBER CO Bs NUMMBER 9 /Op - 616 .-RS" .-R5` Row y ow 1 o: A Pfflr ENGINEER /���,GL �+/ CONTRACTOR � °;- C r � "WO/ REPORT NUMBER LR 6 7 1 7 7 PREVIOUS RPT. NO M LZStr�'�2 TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922-9299 Fax (206) 922-1512 dV sb ! re s i cm' /7;14. / yQ 9 rAtie +i.1ra 51' �F t i�T t`n N ASTM TEST METHOD (AS APPLICABLE) EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) WORK CONFORMS YESla NO 0 'This report Is provided for the information of the client only. The reproduction of this report by any method and Its transmittal by any means to a third party without the written permission of Padfc Testing Laboratories Is prohibited' • "This certification attests to the accuracy of the results obtained from the actual lost performed and/or observations made within the defined soap' of the work. Certification shall not be construed to represent Inspection, approval or acceptance of other associated work or a warranty of design or workability of the spedAcatlon requirements." DATE 3 a 1991 FIELD CONTACT: DATE MARK TYPE GROUTED SIZE (LAD) AREA (SO. IN.) DATE CAST DATE BROKEN AGE AT TEST ULTIMATE TRENGTH CHECKED LBS. P.S.I. ` v c ,s,v, y 4 9 s I� f8 //4. 24 8 t3-' i n -,241 YI 9-/6 28 AO s� .� � °O- 1� 2,69 / 30 Z-3 �'c� 7,3 tt R 1V tl-/O ?g AT) 2 EXECUTIVE OFFICES 3220 - 17th Avenue West Seattle, WA 98119 (206) 282 -0666 Fax (206) 282 -0710 TIME, d WEATHER MAILING ADDRESS 7 M X 66(.)1 6 t, ATTENTION' 0 `�� U«'^ 114. PROJECT k t 4+\ t ! c,, ( `1 I[ i ✓l ! I\ 00 4 '1. P81RCH. ORD. LOCATION 66 n 1 % ird �f. NUMBER TEST EQUIPMENT ID NO'S. AND DESCRIPTION rovi GROUT CEMENT PROPORTIONS 6s/ rr (Not Certified by P. T Lab) SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? DATE SAMPLE RECEIVED C MORTAR CEMENT /7 LIME PROPORTIONS �'1 ictl (Not Certified ye $ -IG -aI I PACIFIC TESTIN LABORATORIES tA, pc C�Sr�� 7D MIXING PLANT C'SE b o � / r, b �' / POUR LOCATION AND NOTES. ! ! tat e � `j rank' I by t�U • g" e v o i s i 1 113 , At( t49 c p Unve d( p �n�� 4 iy e 4S_ l�eKt `! hi I I ca h, v COMPRESSION TEST RESULTS 51 A e t;.'f� FINE AGG. MORTAR TEMP. n •-. A ` 'woRk CONFORMS YES NO ❑ "This report Is provIded for the information of the dent only. The reproduction of this report by any method and Its transmittal ty any means e th kd pa rl'y 4 1thi Lt ifte�wd nen permission of Padac lbatlnp Laboratories Is prohibited' - This certification attests to the accuracy of the (mutts obtained from the actual test performed and /or observation made within the defined scope of the work. Certiagation ahal not be construed to represent Inspection, approval or acceptance of other associated work or a warranty of or workability of acation requirements." Certified Report b ,�,, . 1991 Pacific Testing Laboratories ;w' ,,...;•,:e::.•,:-. ^�`y'}s' "` MRet��'3 fit'. . REPORTED BY REVIEWED BY PERMIT NUMBER ARCHITECT Pt n Pt 1 A0 ✓c'C P AVYJ . -, C11.044i4VI F y I4 oe Sera 6r4 1' 74Sntnty ENGINEER CONTRACTOR tif• c c /7 L t� (r 4 1373 ASTM TEST METHOD NO. � • / t I/ 3 1 17 1 - TRUCK # TICKET # SAND 511ovrls ADMIX MIX # cotnc, / d 3 C EPORT NUMBER IY . O � R ' 10 6 7 �riEVIOUS APT. NO -�N 4 1k I 11 g i U ,1 t; 0 41 CAST 8 - / "' - ct ) DATE ^I Z ^ I (t 6 n 5 NUMBER ATE ` / 0, _ 603s 53 a), 6 8$' STRENG fc 6 ADMIX n TACOMA DIVISION 2402 Pacific Highway East Tacoma, WA 98424 (206) 922 -9299 Fax (206) 922 -1512 MIX # ' '^'GROUT TEMP 65 i1 i `; `/ a U - �I.,�.rr ef.-tt4y & Ili ,`wA 1 t' ev- is fn � S kp ..- , 1MnrT4 `r c � ars ' N ej t� '' S4boyak 5 DATE - PROJECT NAME ADDRESS �^/� 763.7 s - 0 2 CONTACT PERSON Ravi i L M 2ct4L.6 PHONE Ca /16'I J" $"/T& ARCHITECT OR ENGINEER 2 - /La U b PERMIT NUMBER 6 S (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: AleCu wee 2 „v ra.,,t SHEET NUMBER(S) SUBMITTED TO: * * REVISION SUBMITTAL * * CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 "Cloud" or highlight all areas of revisions and date revisions. Oil Of 101 A� 9 i a ,�SjUlt� i1v .. RECEIVED ClT1: TUKWILA AUK o 9 '991 PERMIT CENTER Plan Check #91 -041: CMX Corporation 6601 S Glacier St CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE 11 (206) 433.1800 Gary L. VanDusen, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME FAR THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (� `(t7 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- 4732). 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 (872- 6363). 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. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 9. 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 DATE APPROVED APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431.3670 4 Shear Wall Nailing 431-3670 • 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Spill Drains (Fire) 431 - 3670 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 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 6601 S Glacier St C BUILDWG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: CMX Corporation CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar Is tied in place. 2. FOUNDATION - When forms and rebar are In place. 3. SLAB - if structural slab or if underslab insulation Is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING 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 clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department -- 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. OW14190 PAN REVIEW COMMEraS Plan Check No.^ . t 0 4 I Project: X( No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 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). 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. 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 concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7( Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered 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 less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 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). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 2( 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. ? A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney x 7. Framing 8. Insulation 9. Suspended Ceiling ,e 10. Wall Board Fastening X 11. 8PlLL 17RAiNS 12. !; rt 13e.1 13. 14. Fire Final 15. Planning Final 16. Public Works Final V 17. Building Final PAN REVIEW COMMEraS Plan Check No.^ . t 0 4 I Project: X( No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS 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). 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. 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 concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7( Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered 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 less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 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). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 2( 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. ? A Certificate of Occupancy will be required for this permit. CRY OF TUKW1LA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: DATE: .�. ♦ rl_,. . as S. . OCCUPANCY GROUP TYPE OF CONSTRUCTION '�,�� '� . LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES Cj FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51-10, W.A.C. NOTES PREPARED BY: m x' �I S CLACQ 6300 Southoenter Boulevard — #100 Tukwila Washington 98188 DETAILED REQUIREMENTS OCCUPANCY ov DATE: /4/ DATE lJ Li / PROJECT NAME (/ /l X r .e f o A'47/ 0 A/ ADDRESS �o SHEET NUMBER(S) CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * • PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 9/ -- (JY I TYPE OF REVISION: 2 — BC.ux PL, A/ -ry "Cloud" or highlight all areas of revisions and date revisions. SUBMI 1TED TO: ^/ / t s OA/ CONTACT PERSON /41/7 /k7 r ! ' PHONE —724 9 ARCHITECT OR ENGINEER _73i 5 ©N 4112 tJ/ / Kodak RPX -OMAT Developer Replenisher MX 1275 -3 Part2 I: It ,1 & CMX Corporation Mixing Fa cility � - L P. :'iCT 2ir�.1_^ T CENS p Eg - - t-=DR= SS: 6601 So. Glacier St. OECz _hv NTOR . Tn WA 9818 I, PRODUCT N,L Solid _nd_ca_e Liquid, Gas, or Solid """C2.1SS - Refer to _988 Uzi for= Fire Code ?ages 436 - 44Z; I , 2 ANT_T vlabs=* as.a : 5 *** = RDOUS Z?tGREDSTEZi"_'S =As NO .E 1= Ogal Ui r Kodak RPX Developer Replenisher Liquid 1200gal /141601 E MX 1275 - 3 Part 1 1 =50# 2 r Kodak RPX -OMAT b.= 3.2ga1/32# Developer Replenisher !. MX 1�7 -3 Part 4 'Liquid 54ga1/1536# CONTACT PERSON: David Petrie Kent Morris CONTACT 211o1M: ( 206) 656 -1269 Potassium Sulfite Potassium Hydroxide Potassium Carbonate Pentetic acid, penta soaium salt jGlutaraldehyde *= girs2.L2.N. :3S - = ..r--_d = Ga loess & Pods Gas = = eet Sc_.3 = Ponds !17.4% 10117 -38 -1 1310 -5 -3 I 4 7.5 584- 08 - -7 !7.51 140- 014;2 i I Sodium Metabisulfite ;67. % 7681 - 5 - 4 Sodium Sulfite i27.1% 7757 -8$ -7 I r: 1- Phenyl 3- Pyrazolidinoxe 7.;5% 92-433 :47.5% 111 -3048 j2.5% 5401 -94 -5 1 of 11 tt • r :1 r -v,: CMX Corporation ADDRESS: PRODUCT NAME Kodak Cineflure Developer & Replenisher;Liquid 11 Part A i! Kodak Cineflure V Developer & Replenisher'Liquid Part B �7 Kodak hydroquinone CT's T I Solid STATE - Mndi_a_e Liquid, Gas, or Solid _'� : * ''CSS - TteTe - r to 9sa - ia . �_ _ ire Cede :7Pager 436 - 44,; CE OC L DNVENTORY I 1= 2.5ga1/28 *1 1137.5gal/1540# 1 =1qt /3# '13.75gal/165# 1 1- 225 #/2700# . t !Sodium Sulfite Potassium Sulfite !Potassium Hydroxide ;Hvdroquinone ;P- Methylaminophenol ! Sulfite Sodium Tetraborate !Acetic Acid 1 CONTACT PERSON: CONTACT PHONE: � Hydroquinone .12.5% 7757 -83-7 42.51% 10117 -48 -1 , X7.5 % 1310 -58 -3 I r : 123 -31 -9 '2.5 %= 55 -55 -0! 12.5 %I 1303- 94- -4 i I '17.5 64 -19 -7: *= QUANM=mv/r. BS - = Gallons & Pounds Gas = Cubic Feet a Pounds = Poc =�s 100 %! 123 -31 -9 pR 2 x17. : CMX Corporation ADDRESS: PRODUCT :CAKE ,j Kodak RPX -OMAT l= 50ga1/590# Developer & :.Repienisher i50 gal /2950# P P. rt A Kodak RPX -OMAT Developer & ReplinisherLiauid Part B Kodak RPX -OMAT Developer & ReplenishetLiquid `' p - t C• 11= 1.9ga1 /24# 9.5ga1/120# STA ' - = ndica_e Liquid, Gas, or Solid . =lga1/ 134 f. gal/ 654 =*"'CI-.$S - e_e= to 1988 L'ni=orn Pi e Code ;Pages 436 - 44" CONTACT PERSON: LO^CL :l ENTCR: CONTACT _ :CIE: S ZT2= I QIFANTZTY /LBS=* CT.a 3** e ! _-T wARDO'tUS =NGREDIENTS o CIS NO.!' Potassium Sulfite 664# ;22.5 10117 -38 -1 Hydroquinone 206# : 7 %123- 31 -91: 1 !Potassium Hydroxide 744:2.51i 1310 - 584 , 3 Diethylene Glycol 744 ;2.5* 111 -46 -6 !Sodium Sulfite 74; ;Acetic Acid 93# ;Glutaraldehyde 28# '2.5 7757-837.7 ;77.5% 64 -19 -7 i .. 1- Phenyl 3- Pyrozolidinone 11.5% 92 -43 -3 *= QUANTITY,^ BS - = Gallons & = o^: ds Gas = C tic Feet a _ ads = PoC. =ds :42.5% 111 -3048 3 of 11 P. ti ti ti i! Kodak Industrex q ti DevelopeertReplenisher Liquid PR%.- ECT NAM': : ('MX Corporation CONTACT PERSON: ADD?:ESS : PRODUCT NAME 1 =50ga1 /5694 I 300 gal/ 34144 Kodak Industrex Developer Replinisher Liquid 15ga1/162f - Part B - _ teer. to 1988 L = :'__e Code "Daaes 436 - 4_7.; =cram, INVENTOR= CONTACT ?BOI+E: f i STATE* + QUAN=IT /LBS == ' CLASS*** ! Z RDO+US =NGsREDTENTS 1 % als t !I 1= 2,5ga1/2.74 ` Kodak Industex_ 1 =4gal/ 384 Dev azotec Repldnisher Liquid 48 gal/456# Potassium Sulfite 7684 Hydroquinone 2054 :6% 123 -31 -3 Potassium Hydroxide 85f . 2.5f% 1310 -58 -3 Potassium Carbonate 85f 2.5k 584 -08 -7 Acetic Acid 1414 1 • e ;87.5 64 -19-17 1- Phenyl 3- Pyrazolidindne 71.5% 92 -43 -3 Glutaraldehyde Bis (Sodium bisulfite)102# • 22.5 7420 -89' -5 STATE - Mndicame Liquid, Gas, or Solid =it Q=7127.:7 - L:: _._ = Gallons & Por.Yds Gas = C:.:=_c Pee= a Pa:;.mds c.�__.. = : ounds 112.5k 111 -30 -8 4 of 11 ;iAutex Developer p ,PM -400 Part 1 it Autex Developer LPM -400 Part 2 P= C.'ECT NAME: CMX Corporation CONTACT PERSON: A DPL PRODUCT NA STATEY QUANTITY /IBS ** C7,a * S ** ��Z:.RDCIIS INGREDIENTS 1 o j .'E AS N. 1: trik ! Autex Developer LPM -400 Part 4 u t � 11=50 gal /590# Potassium Hydroxide Liquid 1750 gal/8850 221# S i1= 2ga1/6.4# Liquid I60ga1/192# STATE - Indicate Liquid, Gas, or Solid Y *"CI.'-.SS - Re_e_ to 1988 v :_fo Pi=e Code :Pages .36 - 44; = PNV'NT3R . CONTZACT Sodium Sulfite 1549# 2.5$ 010- 58 -3;1 17 . 5 757 -83 -7 :Potassium Meraborate , N 064,., 7.5% N/A 1 Phenl 3 Pyrazolidone 2.5.42 - 43 - 3 45# + -t is Sodium Sulfite 1620# ! 90$•'p757 -83 -3. Glutaraldehyde 91# 47.5 % ua QUA2m'`mv,'I:?s - icmrd = Ga' lops a = ouads Gas = C»_c Feet Q Pounds = Pou --4s (-f 11 t: • 111 -30 -8 P....--CT NAME: CMX Corporation CONTACT ?ERSON: ADDRESS: e1T� TT.!���f � �� �. TT T�+� PRODUCT It $ ATE= ! QUANTITY /LD5 : #' CLor5 * *: ! -IZ RI OUS =NGREDIMN S o + CIS NC Cronex High Stability Developer /Replenisher Liquid Part A !' Cronex High Stability = S ^_r."_':: - = ndica_e Liquid, Gas, or = «C.1SS - Re_e= to -958 a"; ' :'ire Code ?ages 436 - 44 INVENTORY :ON".'AC7.' = 50gal/540# 1 200 gal/ 12960# p =5gal/ 541 Developer /Replenisher .Liquid 120 gal/1296# Part B A Potassium Sulfite 1296 110% 110117 -38 1 Hydroquinone 9721 Sodium Sulfite 9721 Acetic Acid 7130# :7.51i 123 -31 -9 7.5$I 7757 -83 =7 Potassium Carbonate 7131 5.51% 584 -087 Potassium Hydroxide 7131 5.5 1310 -58 -3 55% 64 -19 -7.. i 1 .. I Triethylene Glycol 428 # =33 % 112 -27 -6 u 1- Phenyl 3- Pyrazoliao$e-7.5% 9-2 93 3 !' Cronex High Stability 'L =5ga1/ 471 ;Glutaraldehyde -Bis- ; Ii Developer /Replenisher Liquid 1L gal /1128# ! Potassium Bisulfite 2251 20 %t 68310 -Off -7 — a rt ' , Glutaraldehyde 851 - 7.5% 111 -30 -8 t= QUANTITIVLBS - - i yid = Ga'_lons & Pods Gas = Cubic Feet a - o u=ds c= = 2ou- - 6 of 11 ii Pr 3 ECT NAME: CMX Corporation ADDRESS: PRODUCT NAME Kodak Industrex Fixer & Replenisher Part A Kodak Industrex Fixer & Replenisher Part B gat Kodak RPX-OMAT P. Fixer & Replenisher I STATE* ! QUAN` IT_ /LBS ** Cr.aSS * ** ! HAZARDOUS INGREDIENTS • i Liquid = n i ca_e Gas or Solid - �eer to -96B Pry _o n Piro Code :Pugs 436 - L CHEMICAL I I METOR° CONTACT PHONE: i;= *- X569# p0'Dgal /3414# 1 1= 5ga1/56# �,iquid . 60ga1/672# 1= 50g Liquid 1 200ga1/2280# Vrir CONTACT PERSON_ "Ammonium Thiosulfite Weight 1622# f CAS NC 1 47.51 7783-81'78 !Sodium Acetate 85# 2.5% 127 -09 -8 ;Acetic Acid 85# 2.5% 64 -19 -71 ;Sodium Sulfite 85# 1 _Aluminum .Sulfate 84# 2.5 7757-837 I � I I 12.5110043 -01 =3 Sulfuric Acid 94# ;14 %17664 -93 -0 ' THiosulfate 855 #37.5 €7783 -18 -8 Sodium Thiosulfate 285# 12.5 7772 -98 -7 ;Ammonium Acetate 57# ;Sodium Bisulfite 57# :Sodium Acetate 57# QL TITY/LES - Li _u« = Gallons & Pounds Gas = C_u: is Tee= a Po ds = Pounds 7 of 11 i2.5% 631 -61 -8 • :Ammonium Bisulfate 57# ;2.5 %10192 -30 -0 2.5% 7631 -90 -5 • 2.5% 127 -09 -3 ji u a tf ; 1 ti A li r P-Cy is T , : CMX Corporation 1" S S : PRODUCT NAME Kodak RPX -OMAT Fixer & Replenisher ;Liquid Part B Part A Thatchei° - Fixer Concentrate. Thatcher Fixer Concendtrate Part ST.MTI Liquid STATE - = nd_=a_e Liquid, Gas, or Solid :'" -ASS - Refer to _988 Uniform Tire Code ;Pages 436 - 44:. .4 ^. ,L 7. s' r'NTOR_ CONTACT PHONE: I QUANT=T< /LBSz* 11= 5gal/56# �60ga1/672# 1- gal /11.3# 4500 gal/ 50850# B Liquid 12250 gal /24750i R- gal /11# * QUANTITY/ CONTACT PERSON: '.'A r.A RT ZNGREDIENTS i 'o Acetic Acid 118# Gluconic Acid 17# Aluminum Sulfite 50# Sodium Acetate 17# ;2.51 127 -09 -3 ;1 Trade Secret Materials ! Acetic Acid 'Aluminum Sulfate I 110043 -01 -3 1 1 i Iiruid = Gallons & Pounds Sas = Cubic Feet a Pounds = 4 f 1 CIS NC . ! :17.9% 64 -19- 1 :2.51 526 -95 7.5% 10043 -01 -3 164 -19 -7 7 8 of 11 , Kodak Fixer Wash System Cleaner Developer Starter Liquid 6gal /48# 1i e u '1 P R ECT NAME: ADDRESS: PRODUCT Ii.} Cronex High Stability CMX Corporation STATE= ! QUAN`_'IT? /LBS ** j C7.'A:S * ** ! :'IZ RDOUS INGREDIENTS ! % IS NC. 1 Sodium Sesquicarbonate 71# 92.5k 533 -961O 1 =1.3# Solid i 78# Kodak Industrex 1= 1qt /2# Aga1 /4# Developer Starter Liquid 2Ogal /160# STATE - Indicate Liquid, Gas, or Solid " * *Cl/SS - Re_er to 1988 U=ifor= Fire Code ;Pages 436 - 4 CONTACT PERSON: C. w I INVENTORY CONTACT PHOT : 'Ethylene Diaminctetraacetic i !. I Acid Sodium Salt 6# '7.5 %l 64 -02 -8 Sodium Metabisulfite 114 22.% 7681 -57 -4 I . ;Sodium Bromide 6# 12. 7647 -1$ -6 Sodium Bromide 32# 20% i7647-15-;;6 potassium hydroxide 4# X2.5 %!1310 -58 -3 a= QUAN IT 1 'L3S - -.= _d = Ga? loss & pou=ds Gas = CL'a_C Feet a Po-:ads CO-Z.1 = 9 of 11 PRO:ECT NAME: ADDRESS: PRODUCT NAME Sodium Bromide CMX Corporation Sulfuric Acid Technical CMX liquid Developer q Systems Cleaner Solid Liquid liquid STATE - Indicate Liquid, Gas, or Solid wItirCIASS - Re`'er to I9SS U ?re Code :Pages 436 - 44Z CHEMICAL INVENTORY CONTACT PHONE: QUNTITY/LEST*' 1=200#/500# 1=lga1/15# 10oa1/150# 1=lga1/8# 80ga1/640# • .1 CONTACT PERSON: cl HAZARDOUS INGREDIENTS CIS 2 Sodium Bromide 495# 99% 7647-1546 Sulfuric Acid 147# 98% 1 7664 QUANTITY/LBS - lirmid = Gaalons & Pourids Gas = Cu Feet Pounds = 10 of 11 .• •. • Sodium Dichromate 115# : 18i 10588-0i-9 Sulfuric Acid 109# i17% 7664-93-9 i PRODUCT NAME S MTEx i QBANTITY/ .ES=* C7.aS Z S * ** ! RDOUS = NGRELIE1Z S 1 o j ^..AS NCI _ • r CMX Developer Starter 'lgal /tan 11 Liquid 150gal /400# Acetic Acid 50# 2.5 64 -19 -7. ;1 PR :ECT NAME: CMX Corporation ADR.SS: Acetic Acid Glacial liquid , Sodium Bichromate 11 u STATE - Indicate Liquid, Gas, o_ So1_d = * , PCIASS - Iren= to -958 Enifog _ i_e Code ?aaez 436 - 44a; L^"-_.- .vi ^..AL INVENTOR°_ CONTACT ?HONE: lgal /9# 5ga1/45# CONTACT PERSON: !Sodium Bromide 50# 12.5It 7647 -15 -6 Acetic Acid 44# 1 98.4 64 - - Solid ( 1 =50# t 100# i Sodium Dichromate 99# : 99 %; 10588 - -9 :e QZ. 1 TIT'Y,'LS - Ii=uid = Ga.1lons a ?ourds Gas = Cu Fee= a Po 11 of 11 CITY OF TUKWILA 6200 SOUNICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 • June:27,.1991' Trojan Ronhovde, Ronhovde Architects 1048. W. James #102 Kent, WA 98032 RE: CM X Corporation Plan check number 91-041 Dear Mr. Ronhovde: Inclosed is a three page chemical questionnaire and inventory work sheet. This may be used for the previously requested HMIS or as :a guide of our expectation for how it could be submitted. Please confirm you have received this letter by contacting this office or submit the completed work sheet to this office with in ten working days. Fill free to call if there are any questions, 8:30 a.m. to 430 p.m. at 431-3670. Sincerely, AAA. Ken Nelsen. Plans Examiner PIIONE II (206)433.1800 Gary L, VanDusen, Mayor CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 June 13, 1991 Trojan Ronhovde, Ronhovde Architects 1048 W. James #102 Kent, WA 98032 RE: C M X Corporation Plan check number 91 -041 PIIONE N (206) 433.1800 Dear Mr. Ronhovde: After reviewing all documentation submitted on the subject project, it has been determined that additional information and /or clarifications must be submitted to show the complete building and this projects compliance to all proposed occupancy use. Please address the following comments. Gary L. VanDusen, Mayor 1. Provide a HMMP (Hazardous Material Management Plan) for the complete building in accordance with UBC section 901 (f) and UPC Article 80. In addition provide a HMIS (Hazardous Material Inventory Statement) per UPC 80.103 (d), for any quantities of materials if not previously submitted. This information is to be used to document the occupancy uses of the complete building. On the drawings label all spaces for occupancy use per U.B.C. table 33 -A, office, storage, etc. 3. Provide dimensions on the drawings floor plans in addition to the provided scale. 4. The proposed new mixing room as an H -7 occupancy is required to be provided with two exits per UBC section 3320. These exits are required to meet all requirements of Chapter 33. Note that the proposed roll -up doors do not qualify as exit doors. Man doors and proper hardware will be required. Also exiting through the warehouse may not be allowed per section 3303 (e). Please confirm you have received these comments by contacting this office or submit revisions to this office with in ten working days. Fill free to call if there are any questions, 8 :30 a.m. to 4:30- p.m..at 431 -3670. 'Sincerely,. Ken Nelsen Plans Examiner .February 25, 1991 Trojan Ronhvde 1048 W. ::James James .#102 Kent, WA .98032 RE:. CMX Corporation Plan check number 91 -041 Dear Mr. Ronhovde: After an initial review of subject project, it has been . determined that additional information be submitted to verify the proposed design complies to code. Please provide an H.M.M.P. report ( hazardous material management plan.) per Uniform Building Code section 901 (f). Additional information may be required, after reviewing the H.M.M.P Contact me if 4 :30 p.m. at 431 - 3670. Sincerely, Ken Nelsen Plans Examiner COMPANY: C .�►.Y DEPARTMENT: • FAX NO. / / \� ( S (5( - f/ V 5 IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: DEPARTMENT OF COMMUNIT( DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 critoF TUKWILA DEPARTMENT OF OMMUNITY DEVELOPMENT FAX NUMBER: (206) 431 -3665 TO: DATE: Kam _ ORRk ( 1 TITLE: NUMBER OF PAGES TRANSMITTED. INCL. THIS COVER SHEET: FROM: r � Kew IvEl.SE/J TITLE: DEPARTMENT: SENT BY (INITIALS) ;�� F" E r w> v. a yv�:. t„.•. .arY.vro.�van�.v /m+gn. ^• Y: k., re. y.•,• t.. v� •tM.•nv..,�..v.vv.v:.:..,.:..: ... ,.r ,..:. x.'vy,•;:.•.¢..v -:. R: t!: YN, p; N, S` lh' tii:<'/.? YA' I. •.y.K+i:TI!!Y.H.iLVOV)%+Y.Ji:tW >:K!.yy: G'S %t!l,:QX^A"rx4 ^ »:o: Girt;: tn,, tt! MK; w�; sX^ XN,< S!!:: rr.. t' f:?' :eYvo.:aJ.}r•:rikWiYt'Yf'�iri:: C wM( ryt�tii Y'. Y/ 'Ki!A'r.S!< +J..YH /yywtn ..�•Sv,,.�:.yry:V,. y�l /!YYtiM.,UA'(•Y.h'! ^ i: Office: (206) 431 -367 06/10 N PROJECT NAME ADDRESS TYPE OF WORK APPL. DAT BUILDING DEPT. Initial Review CONSULTANT Review FIRE DEPT. Review PLANNING Initial 2 -1 -i READY - 1. D - ) Fire Department Review Control #91 -041 Re: CMX Corporation - 6601 South Glacier Street Dear Sir: City of Tukwila ARE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 May 9, 1991 Gary L. VanDusen, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A permit is required for the use,' storage, handling or sale of flammable or combustible liquids. An application is enclosed. (UFC 7.9.103) 2., A permit is required for the use, storage, handling or transportation,of. hazardous chemicals. An application is enclosed..(UFC 80.103) 3. Material safety data sheets shall be readily available for all hazardous materials on the premises. (UFC 80.103(a)(d), Appendix IIE) Visible hazard identification signs -shall be placed at all entrances to locations where hazardous materials are stored, dispensed, used or handled..(UFC 80.104e) '4. Provide written documentation that facility employees have received training on the storage, use and handling of hazardous materials and the actions necessary in the event of a fire, leak or spill. Provide hazardous materials inventory list and management plan. 5. .■O SMOKING" areas shall be des.ignated..in warehouses, stores, industrial plants, institutions, schools,' places of assembly or where combustible materials are stored or handled, when conditions are such as to make smoking a Page number 2 City OT Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor hazard. Please post the following area(s) with no smoking signs with lettering, size, and location to be clearly visible from adjacent areas (UFC 13.101): (Warehouse, production area) 6. Provide a storage plan indicating the intended storage arrangement, including the location and dimensions of aisles. 7. Incompatible hazardous materials shall be separated by a distance of not less than 20 feet or be stored in hazardous materials cabinet. 8. Provide manual pull stations at.each interior exit door of storage building, area and room. Activation of. the pull station shall sound an alarm in the building. Pull stations shall be supervised by a central station. 9. The chemical mixing room shall be H -7 construction and shall conform to the requirements of Sections 80.314, 80.401, 80..402'and 80.403 of the Uniform Fire Code. 10. The chain operated roll -up door does not qualify as an exit. Provide legal exit from H -7 room. • Exit signs shall be installed at required ,exit doorways and where otherwise necessary to clearly 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) Exit. doors, shall` be openable from the inside without. the use of a. key or any special knowledge or. effort. (UFC 12.104b) 11 All modifications to sprinkler systems shall have the written approval of:the Washington Survey & Rating Bureau,' Factory Mutual Engineering or industrial Risk insurers, then by the Fire Department. No sprinkler work shall *ILA City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 • ' Y Gary L. VanDusen, Mayor commence. without approved drawings. (City Ordinance #1528) (NF.PA 13,1 -9.1) (UFC 10.307) The - 'sprinkler system design for the H -7, room shall be a minimum Ordinary Hazard Group 3, with a minimum design area of: 3,000 square feet, 12. Each circuit breaker shall be legibly indicate it's purpose. (N,EC 110722) All electrical work and equipment shall conform:. strictly`. to the standards of the `.. National Elect,rical Code (NEC_70)..(UFC 85.101) 13. HProvAde details for proposed - drainage from 'H- 7.room':. 14.:710 review limitacr to speculative tenant: space. on - speci.al:.fire permits may be necessary depending on detailed description of intended us.e Yours truly, The Tukwila Fire Prevention Bureeu cc T. F:.I ncd .` file marked to All electrical wiring'is to be inspected bythe'.State: Electrical Ins captor , Washington State Department of Labor & Industries .(NEC 70) CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKIVILA, VVASIIINGTON 98188 June 13, 1991 Trojan Ronhovde, Ronhovde Architects 1048 W. James #102 Kent, WA 98032 RE: C M X Corporation Plan check number 91 -041 Dear Mr. Ronhovde: P110NE # 061433.1800 After reviewing all documentation submitted on the subject project, it has been determined that additional information and /or clarifications must be submitted to show the complete building and this projects compliance to all proposed occupancy use. Please address the following comments. Cary L. Van Boson, Mayor 1. Provide a HMMP (Hazardous Material Management Plan) for the complete building in accordance with UBC section 901 (f) and UFC Article 80. In addition provide a HMIS (Hazardous Material Inventory Statement) per UFC 80.103 (d), for any quantities of materials if not previously submitted. This information is to be used to document the occupancy uses of the complete building. 2. On the drawings label all spaces for occupancy use per U.B.C. table 33 -A, office, storage, etc. 3. Provide dimensions on the drawings floor plans in addition to the provided scale. 4. The proposed new mixing room as an H -7 occupancy is required to be provided with two exits per UBC section 3320. These exits are required to meet all requirements of Chapter 33. Note that the proposed roll -up doors do not qualify as exit doors. Man doors and proper hardware will be required. Also exiting through the warehouse may not be allowed per section 3303 (e). Page, 2 Please confirm you have received these comments by contacting this office or submit revisions to this office with in ten working days.. Fill free to call if there are any questions, 8:30. a.m. to 4:30 p.m. at 431 -3670 Sincerely, ,Ken Nelsen Plans' Examiner: DATE: 6 / / 1 / �l TYPE: ❑ Visit ❑ Conference of person(s) contacted or in contact with you: zat TIME: ) I :bpi 0 Incoming 0 Outgoing FOR OFFICE USE Org =n Location of VisiVConference: SUBJECT: C gs- {', r ar ~1 d c h 9 • n (o CONVERSATION RECORD Telephone — ce, •opt., •ureau, etc.) - Telephone No.: City Of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor M E M O R A N D U M TO: Building Division FROM: Ann Siegenthaler, Assistant Planner RE: _ CMX Corp. - Permit Appl. #91 -041 DATE: May 23, 1991 Under the Zoning Code, storage of hazardous materials at the CMX location (CM zone) is only allowed if such storage is incidental to the primary use. Kent Morris of CMX has stated that flammable materials comprise less than 5% of the company's stored materials, and that hazardous materials comprise less than 1 %-2 %. The hazardous materials they store are acids, in quantities of approximately 50 gallons maximum. All other materials (i.e. 90 % -95% of total) are non- hazardous and non- flammable. The existing warehouse area is used for dry storage only (e.g. x -ray film, x -ray equipment). This information was provided to me by phone 5/23/91. Based on this information, the Planning Division has concluded that hazardous materials storage at CMX is incidental to its primary. use. Therefore Planning approves the building permit application. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. vanousen, Mayor M E M O R A N D U M TO: Building Division FROM: Ann Siegenthaler, Assistant Planner RE: CMX Corp. - Permit Appl. #91 -041 DATE: May 23, 1991 Under the Zoning Code, storage of hazardous materials at the CMX location (CM zone) is only allowed if such storage is incidental to the primary use. Kent Morris of CMX has stated that flammable materials comprise less than 5% of the company's stored materials, and that hazardous materials comprise less than 1 % -2 %. The hazardous materials they store are acids, in quantities of approximately 50 gallons maximum. All other materials (i.e. 90 % -95% of total) are non- hazardous and non- flammable. The existing warehouse area is used for dry storage only (e.g. x -ray film, x -ray equipment). This information was provided to me by phone 5 /23/91. Based on this information, the Planning Division has concluded that hazardous materials storage at CMX is incidental to its primary use. Therefore Planning approves the building permit application. OR iliderke6-6-k-e5 e.-- ,exy ONED 'PHONE 0 ---": 6 7----- 7c y.g1JR CALL RETURNED (VI ESIVATIPW F ...., NII0 0 PLEASE CALL NUNIDER EXTENSION 1 Ayi-‘27frdev 6 ea5) /-2 7 5 CAME T , 5g it ALL , 77- - SEE YOU. WANTS TO SEE YOU SIGNED FOR tz::: OF PHONE AREA CODE MES6AZ b./ • 0 PTE OATE TIME TOPS FORM 4003 .•$:FRo,NiwCALL NU AMR EXTENSION Prz. A.M. HONEO RETURNED' YOUR 'CALL ASE CALL -',WILL CALL:, CAME TO SEE WANTS TO. SEE YOU TOPS =ORM 4003, MESSAGE PHONE AREA C JE UMOER •1 i.d at RETURNED a -YOUR CALL T SI el i t I ASE CALL -C WILLALL AGAIN CAMEIO :SEE YOU- . WANTS TO -SEE YOU I-01W 4003 FOR M OF PI M L SIGNED FOR M OF P1- OtVE_ AREA COOL NUMI]IR • 'I XTEN$ION MES (P;HQNE' CA LLB) A TIMEgZI M' Tops :'AGAIN;. ,WANTS TQ' ;<'SEE OU FORM 4OOw, RETURNED:' 4YOUR CALL ; ..F SE CALL PROJECT: ADDRESS: i CITY OF TUKWILA Dept. of Community Development • Building Division Phone: (206) 431 -3670 C PLAN REVIEW C M )( C ro.. \ (0(000 S Glck.c.i er 6+ DATE: .'.b. 2? 1i Ct f L3I PRN ibeb TIE. P.- - n".1 6 LI S-7 A mb w C Am You I L1 ) LATER AI N c ccu P,47JC. i ( • _ aV PLAN CHECK NUMBER cit° 041 dile 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 February 25, 1991 Trojan Ronhvde 1048 :W. :James #102 Rent, WA 98032 CMX Corporation Plan check number 91 -041 Dear Mr. Ronhovde: PHONE H (206) 433.1800 Gary L. VanDusen, Mayor After, an initial review of subject project, it has been determined that additional information be submitted to verify the proposed design complies to code. Please provide an H.M.M.P. report ( hazardous material management plan ) per Uniform Building Code section 901 (f). Additional information may be required, after reviewing the : H.M.M.P.. Contact me if there are any questions 8 :30 a.m. to 4 :30 p.m. at:431 -3670. PLAN FIEVI W CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: C AA X ADDRESS: DATE: Fe(' C 0 2'P. PLAN CHECK NUMBER '11- 04i 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 A.Pfc.r- au,, OUOF WI'ee J Of - 1 1 ‘.1S TAre.6 TG. bei. er...,ve. 4.1A.►s Finkle c4 INA.A re swa.i r c .5 G PA Awb wilk t.m4or "I" lb 4L moKilas/ 2- - 2g -9 1 , � icts G M sop M.M,e Prepared by: .s.M. CONG1 5 Rf FJLL. DEPTH SA•CUT— - EX19T, O:.AtS DiV\i N ThNCH CT o;■► iS4=Cc p1< 1.-15 TYPE 'x ; FILE COP I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of con adopted code or ordinance. Receipt of Con- tractor's pY of approved p O Date Permit No. Sheet Contents SITE PL_Ak oJECT No irstorrow iwG Q 9 lyyi p ttt At CENTER Revis ona Date 13-e- Job No.e5 57 Drawn By 1 Checked By Date I - ? -mi Description �E1�IEjZb - L l eviS1t74.1 Sheet No. BRUN:N0 44.232 pRoJEcT - G(001 SOUTH GLACIER. ST ZONE - CM JS� - INDUSTRIAL. 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Muck FZFsfzGLA GlkperE By cokTRACTOR 5 °ILL GIJNI F VICINITY MAP . 1 Re t•_., 'isls:{• w it 4 >, - / x 9•S• 1 , 571JDe. 10-II a. G, IFJIMUNI TH VPRI / 1/8 P' \ PT. OL.o> CX� 2zLT5 :.oJG I-4/ 40 = �7vEJT RV, II Ft t. T, ON I Tnefl ., THE RONHOVDE ARCHITECTS 1048 W. JAMES ST., SUITE 102 KENT, WASI-NGTON 98032 PHONE (206) 854 -5010 CMX CORPORATION TENANT IMPROVEMENTS 1\lo-rE SPECI A Ott. j. rts'pEc. i ot 12seqolze M Asot.'k`t' • Crw.. Time APPROVE pU G 9 1991 t =J gu DING DIVISION 1 : 7' - - I . rc_ BRUNINO 44.232 ' I� • ��..,�. kJ CT S° JES C f I PTI CJ Q CH1:t.ii1Cro. L STorkoGe ¶A.1.41e. ¶4 0 PI¢fti• cHEiwl sarolc"eE 5s C3Ai.., t7�ut sum? '1'DMP SW iTOH MALL (o N CIIaCu1t f UeH. !.JT I.I co J r - f) JUG N !x.14 "f'AT (oh-I fj`f ow NE)Z � II.Eta JUG ..J'To1Q,i:wrag A.1¢E& C H EM I C A L. 1 v l I X I iJC f"LAT rvi C�I�d F.I CT M I rofk IIJCOIAIr'I ING CHI ICAL. 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H tX I�11 e7EAt-1 LINE iI,i li 2 ' ti Z J. E OF • H 7 c tJF'�iJa( .1.V„ 01 II /\- 1 4 °7 H.M. 1 Houg RATED P:11:12, I.JI PAt -•tIG 1-1,t*1 k; e L ?kflL'\/ RONHOVDE ARCHITECTS 1048 W. JAINES ST., SUITE 102 KENT, WASHINGTON 98032 PHONE (206) 854 -5010 4344 REGISTERE A TE TOR -J • N- RONHOVDE STATE OF WASHINGTON CMX CORPORATION TENANT IMPROVEMENTS Sheet Contents FauLoc,Fiz. AkJ BUT TE " cs� 1 0 potM'T ceN10p Revisions No. Date Job No. '? Drawn By TIC Checked By 11Q. Date' - 24 -11 of 11.3011 L� 1\ 1D tI 0 \I AZ 9 1991 Y • Description Oz".‘ r-- t-/ 1T4 " CoHeG 6 �IEz L 4Z /I5.IoW Sheet No. A2