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Permit 6591 - Valco Graphics - Partitions, Ceiling and Lighting
ling.11 .01 \)A L.C.0 GRPH/ CS BP-Its (pbci I - • ... , x • TY II . Valco Graphics, Inc. PHONE -� ADDRESS 3104 Western Avenue, Seattle, WA 9 CONTRACTOR Barclay Dean Architectrual Products ...121 PHONE 682 -3223 ADDRESS 3223 First Avenue South, Seattle, WA aP 98134 NA. ST. CONTRACTOR'S LICENSE # BARCLDA101BW EXP. DATE 11/92 ARCHITECT David Kehle, Architect PHONE 433 -8997 ADDRESS 12..879 Interurban Avenue S- q -. ( - -, ttle, WA �� 98168 AsE .. Offi .; / I3 Manufac f B -2 COD.E .... / . ,y. / .LOORi SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC, LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD 59 73 42,900 132 TOTAL.. 42,900 132 VP' • • . v - 1 : ' • 1. year 1988 SETBACKS: N - S - E- W - FIRE PROTECTION: °Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? ❑ Yes ° No BAR/LAND USE CONDITIONS? 0 Yes (through public works) 0 N 7ONING: :ONDITIONS (other than those noted on or attached to permit/plans) BUILD1N' PERMIT ;ITV OF TUKWILA )ept. of Community Development - Building Division 300 Southcenter Boulevard, Tukwila WA 98188 206) 431 -3670 WILDING q PERMIT NO. p 3 3iTE ADDR SS 480 Andover Pk E 41-3-FRED FOR ISSUANCE BY: SIGNATUR (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION.: BUILDING.PERMIT PLAN CHECK FEE BUILDING SURCHARGE <; OTHER: Invu ,st 3:gat:ion TOTAL • AMOUNT :, RCPT i ... DATE ar 2304 ► 00 523.00: 2,135.50 7009 <: PLAN CHECK NO.: PROJECT N FO R M.ArT I O N SUIT # 91 -114 VALUE 0 CONSTRUC ION • $ 146, 500.00 ASSESSOR ACCOUNT # 262304- 9093 -08 3 ROJECT NAME/TENANT Valco Graphics TYPE OF ❑ New Building U Addition LA Tenant Improvement (commercial) (J Demolition (building) U Grading/Fill WORK: ❑ Rack Storage EJ Reroof ❑ Remodel (residential) 0 Other )ESCRIBE WORK TO BE DONE: Construction of new interior partitions, suspended accoustical ceiling, and lighting modifications. BUILDING OFFICIAL DATE: I hereby certify that I have read and e amined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. °e ' PRINT E: / COMPANY:. CE RTI OF OCCUPANCY Y N OCCUPANCY NO. ` (ocZ • DATE: DATE ISSUED: This permit shall become null and void if the work is not commenced within 180 days from the date.: of :.. issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspectibn - EMIT NO. CONTACTED DATE NOTIFIED 1\ tan 3.. l -- qj BY: �� ► ATE READY ERMfT EXPIRES I ( 0 2nd NOTIFICATION BY: (Init.) iMOUIIT OWING 1111iNkraT S :Nrr_.._�_,, le ta,V.:41.1■Ailil 3RD NOTIFICATION BY: Init. BUILDING TPERMIT APPLICATION TRACKING PLAN CHECK NUMBER qt -II MOOR: FIRE SQUARE FEET OCC. LOAD PROJECT NAME SITE ADDRESS SQUARE FEET OCC. LOAD c.ZBUILDING - CONSULTANT: initial review 1c1-1(4 '- -- - t . I (ROUTED) INIT .'I' SQUARE FEET (X` G mph i cJD L P■rudov .er r-'K - 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 tilled out by Plan Checker) OCC. LOAD SQUARE FEET U') OCC. LOAD DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. Date Sent - SQUARE FEET AC C. MAD SUITE NO. TOTAL SQUARE FEET Date Approved - TOTAL OCC. LOAD 1 AC'IVI „ fir QATE APP UIREM COMMENT S FIRE PROTECTION: Sprinklers Detectors N/A °t` IP I 00),\,0\\ FIRE DEPT. LETTER DATED: INSPECTOR: INIT: � ZONING: !BAR/LAND USE CONDITIONS? Oyes No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- _ S- UTILITY PERMITS REQUIRED? ( Yes () No PUBLIC WORKS LETTER DATED: cgr PUBLIC WORKS 1.,)1r) ) �t d OTHER / = I� c > (L r(t:) SI INIT: W- BUILDING - 5-10 -f0 i TYPE OF CONSTRUCTIOA: BC DITIO (year): final review 5 -fib "�I INIT:+��� --� SPR. t a, B8 REVIEW COMPLETED SITE ADDRESS SUITE # 430 A1oi oC)�'�' ��rk �5'f" VALUE OF CONSTRUCTION - $ # I `-/ C . 5 —° PROJECT NAME/TENANT V 0.`Go V`ct oLtc. -mac.. ASSESSOR ACCUNT # - 2,4,, -- 2..3o 1 -1— ga53—og TYPE OF • New Build WORK: O Rack Storage ng • Addition CI Tenant Improvement (commercial) U Demolition (building) 0 Reroof 0 Remodel (residential) 0 Other: P v► i., -ev4o r e a.� -t iA-co v 5 ) 5' ,} -i o 4� a v ,,,, i - DESCRIBE WORK TO BE DNE : (Lo ► „.G Q C 0 ,u C- i G c 11► h9 i a..-‘6' I (54+1, YK O,l , i' ,.„4-1 . M 5 . BUILDING USE (office, warehouse, etc.) E > - + i.� o.QCl =_' e- :e5 a t,..) LA..,. a.vt 1,,Q,,.�- 4,- cv; &t 4.o■-aye . NATURE OF BUSINESS: p A i 1`0 WILL THERE BE A CHANGE IN USE? be. No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: +4 e99 Tenant Space: 35 4 - Coco Area of Construction: 32, 14�c,,, WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS iN THE BUILDING? 0 No ® Yes IF YES, EXPLAIN: T l.,,e r c w'1 I I b e o. t- (Ci -1 VV'1 IeI 5 �ov-a e i e.e p- adkc+5 • -%) I o.d..ev I 5 , ,.�5.ad -Co ,. - . S4 -0v .�'law,,.,.,able p"'1 '1•t -i / JKcf -1.Dg (Zoo ms , a &-.'' 9 .�-o v--e. d 1 L l t -e d c. e 61 4-A l --1-e y- i. PROPERTY OWNER va Ga CA- k/••a. i VI, PHONE p ADDRESS S L Li, V�J.c94 -,,-h Aye 6aor4m.e IA) ,5 � . °i 5 l2 i ZIP ) CONTRACTOR N oN� -e- " C _ 12/1 1L,2_18___4 PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT Da u't c\ K e_ Le_ A rc.1.-1. PHONE -4-3.5 _ 8q9 7 ADDRESS 12 e,78 T,,. -4 v A u - '3. e - e a . Lt . ZIP qe /eog €: HEREBY :CERTIFY THAT € HA/E TFi{ SAPPI. R(wAE' >AtdD EXAMINE l�:: ICAT IpNANp:I�NDW;:TM�'S AM�T� TRUE AND CORRECT AND I AM , UTHORIZED' >TC APPLY BUR HIS; PERMIT , BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE 0 DATE 15_ / / r PRINT NAME l a, ) j y j 5 t,,,, c PHONE 43 3 --cigq Z ADDRESS] 8 78 f ,.,, 0 Ave, 5-, CITY /ZIP� 1e) cm l «, 9 CONTACT PERSON ... __ PHONE ,. _ CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER ci I I ( --f) APPLICATION MUST BE FILLED OUT COMPLETELY 001E ,+a:t *PLif ATiON ACCEPTED BUILDII.G PERMIT APPLICATION DESC IPT ON BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE 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 DepartmEtnt of C ,nnuelopmnnt prior tr, , � ^ ^ " ^ ^ " ^ ^ ^� ��~^'�+ ^'..� rwntact 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. /JULIANO 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. E;Z'PIRA71ON OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of as; ica1»n shall expire by limitations.. The building official may extend the time for action by the applicant for a pertcd not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Euildir Code (current edition). No application shall be extended more than once. N 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 EXPIRES COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS Completed building permit application (one for each structure Assessor Account Number Two sets (2) of the following, Specifications E Structural calculations stamped by a Washington State licensed • engineer g Soils report stamped by a Washington State licensed engineer i Topographical survey Energy calculations stamped by a Washington State licensed engineer or architect. Legal 'description Working drawings, stamped by a Washington State licensed architect; which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings.: • Elevations • Civil drawings • • Landscape plan • Completed utility permit application (one for entire project) Six (6) sets of civil drawings NOTE See utility permit application and checklist for specific utiliy submittal requirements RACK STORAGE Completed building permit appiicatron '. U Assessor Account Number Two (2) sets of plans, which include: • Building floor plan showing • Entire space where radts ..will be loca Exit doors Dimensions of all aisles Tenant space floor plan showing rack storage layout exits: NOTE Include dimensions of racks (height, width and ken and exit. Ways, on plan Structural calculations stamped by a Washington State licensed engineer (rack storage EV and over) RESIDENTIAL NEW SINGLE- FAMILY DWELLINGS /ADDITIONS:: Completed building permit application (one for;: each structure). Legal Ciescription At sessor Account Number Two sets (2) of working drawings,: which include: •:• alto plan Foundation plan Floor plan Roof plan 4 Building elevations (all views • Building cross- section Structural framing plans Washington State Energy Code data • Completed utility permit application L,^ E S,Y (a) sets of site plans showing utilities rg. • sl,te plan and utility site plan may be Combh►ed See a permit application and checklist for specific submittal requirements. Ado; p pographkal and soils information may be required if unique site tvrartrons • Details SUBMITTAL CHECKLIST COMMERCIAL TENANT IMPROVEMENTS Completed building permit application: (one for each structure or tenant)....: Assessor Account Number Tw, o:(2) sets of construction plans, which include Site:plan Ito ••• Locaticn of tenant space • •Existing and propeSed:parking. Overall building plan; Tenant location . • Useof:edjacent(cornmon wall); tenant • Overall'dimensions'of building: or square footage Floor plan: of proposed tenant space • • Tenant space plan with use of each room labelled Exit doors,. egress patterns • New. Walls, existing wall, and walls' to be demolished Construction details . • • Cross sections showing wall construction and method of; attachment for fiber and ceiling Structural calculations stamped by a :Washington Stele:licensed : engineer may be required if structural work is to be: done (2 sets) NOTE If any utility work is to be.done, submit separate utiliy permit application and plans .REROOF . > Completed building permit application (one for. each structure) Assessor Account Number r Narrative desaibing•existrng roof, material •being removed, and material:being installed :• 'NOTE 'A certiKcation letter is.required prior t o fi inspection and si gn oft of the permit::: ANT Completed building Permit application Assessor Account Number Two (2) sets' *of plans, which Include Site Plan (showing building and location of antennefsetellite dis one for each.pwcfure) material being removed, and antenna/satellite and method;of :attachrnen • Structural :Caicuiations stampad by Washington Stara Iicen5 ' may be required RESIDENTIAL REMODELS Completed building permit application Assessor Account Number • Two (2) sets of working drawings, which include Site plan • .Foundation. plan Floor pla Roof plan Building elevations: (all views Building :cross - section • Structural framing plans NOTE: If anyutilityWork.ls fo be:dene proWde uUly permitappllcarion and plans must be submitted REROOFS • •Completed building permit application (one for each :structure Assessor Account Number describing existing roof, material being Installed NOTE: A certification letter is required prior to final Inspection and sign off of the permit PROJECT: t4 6 ' 4 - PERMIT NO. DATE CALLED: ... -742(;,--ir SITE ADDRESS: - 7-47,.z. - -- 1;0 .4:„ ,/„ _z_ A _ TYPE OF INSPECTION: .1..›.2 DATE WANTED: REQUESTER: 6 —2...c,-- a.m p.m . . SPECIAL INSTRUCTIONS: /-------- " INSPECTION RESULTS/COMMENTS O‘- - - 7 - -,- - / .411 ..... INSPECTOR: FARW Ar DATE: —28 cny OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTIOist RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 1 SITE ADDRESS: A --- 4/4-- i . j 4I 0111=7421101711111F . Mir A ...0- PERMIT NO. 5 // DATE CALLED: • 2 AIM TYPE OF INSPECTION' DATE WANTED: , , 06 ..n. SPECIAL INSTRUCTIONS: OF REQUESTER: PHONE NO.: 95 — / / INSPECTION RESULTS/COMMENTS: C t ( i•Ja (:/2-L k 2 eq 0;09. 1 40-5 PA-$.714+1.1-y ec.c..ci, pi ct-v ‘,..) ("1 -T c le'e l e i f i —c t , is.) a lc- (2 ) f c'e_4t N111 G / av c. ei, fi..1 1,424.8 olto LA. G Hi Pi el P./.../9 t.4 . i- - ■'? 0 (- A P-I AG.te-tFi (Ai (DA - 1"14 - -- r6 A_ 14 L-3 /LED /4-■: % S. nanPFCTOR! (‘ , / 2 . DATE: -Z - 5 —1.1 . AV\ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ../P ti(',i PERMIT NO. (0 SITE ADDRESS: j�,�� /� �� DA TE CALLED: � - 2 �, - "AIM f TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: REQUESTER: / PHONE NO.: �j - OE INSPECTION RESULTS /COMMENTS: `� . l . � . '1 Sr -.�, 1 ✓ltd C\ . (jl U. — . 7 ��1 ��. S'S (� t , �.La L� . �crtrm — �. .1 r �� � � r INSPECTOR: 3 _S DATE: C„ - 7 ,-(~ `i CITY OF TUKW1L.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Permit No. _UL \ Date CITY OF TUKWILA Building Division 6200 Soulhcenter Blvd, Tukwila, WA 98188 433.1845 6 ' 2 `1' ` Job Address _ _..4 an-w Plc- CORRECTION NOTICE The following items are found to be in violation of Ordinance w6 C— and shall be corrected. Cei Lt j - ci - e Cc.0 (3) ` - �� l a,— P.,t_ -e(. —CZj r4U Signed Building Official /Inspector PROJECT: r I I Mir PERMIT NO. CP 9 °l I DATE CALLED: I ~ U - 1 SITE ADDRESS: k Q an _ , TYPE OF INSPECTION: 41 ,lLl f■1am,d4111,4 DATE WANTED: / '' r SPECIAL INSTRUCTIONS: REQUESTER: (AA PHONE NO.: INSPECTION RESULTS /COMMENTS: C4J,6 ,,o " r ef & / � INSPECTOR: A l DATE: • --q c A CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: ly Qc r PERMIT NO. (.1 S 9 / SITE ADDRESS: Lf N LL. e. e , DATE CALLED: 6 - 7 2 / TYPE OF INSPECTION: 67W1 6 _ DATE WANTED: G - - 9' / $ Ammo SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: . ' 5-- /(v INSPECTION RESULTS /COMMENTS: A/ ,. '- .:,,,, i _' . ... -AIL -., A mti - / r: .../ nA TG. 7 �...7••49/ Ikieb e'Tno7. .C\ / . _ _. 1. _. ..elan CRY OF TdJKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 I- INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: OLLTZ (7 I PERMIT NO. 5' ..-----7- 17 i SITE ADDRE S: I eh.. _., Air DATE CALLED: q , 4. TYPE OF INSPECTION: VO: DATE WANTED: fo y_, REQUESTER: Norm ,Adini SPECIAL INSTRUCTIONS: PHONE NO.: , / / All INSPECTION RESULTS/COMMENTS: A__ArkS is---.›..., ,-i0-' r -17) ^--dzA , -5.7-1, x•-----.- fk---- ) a^ L-4— b 1 --1 c • , st A . )) 0 a -,—,,,‘, V CAriet-( \ V 1 i 0 II INSPECTOR: (--\ \71._..-- DATE: a CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwlla Washington 98188 PROJECT: / -1WW t i �i'� .0 PERMIT NO. c 1 SITE ADDRESS: ; D DATE CALLED: -- 4--/ DATE WANTED: 5- a ) J REQUESTER: / e---E .4,, TYPE OF INSPECTION: M.a_ -/) t. -/A SPECIAL INSTRUCTIONS: -, PHONE NO. 75 -- '/i' / INSPECTION RESULTS /COMMENTS: gq c l 8WG i /,--1 7 - I ( l! �.l „o, t, c r�. .i' -1—,„ - c . 7 S /.-caw /" / 7 I ,•411 A �/ r, lt 1 ti A} fOG/ INSPECTOR: J),v i 2- t/',,,._ DATE: a --2..8 -- C/ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard -- #100 Tukwlla Washington 98188 1 Project Name Suite # Address Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: i .. . , Authorized Signature City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM jut. 01.1991 CITY 'OF PLANNING DEPT. "' "--- Gary L. VanDusen, Mayor Date Control No. Permit No. . " . "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wail Board Fastening 431 -3670 11 12 13 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 17 BUILDING FINAL 431 -3670 SITE ADDRESS: 480 Andover Pk E , CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILD1G PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING iv Sc(1 PERMIT NO. DATE ISSUED: PROJECT: Valco Graphics CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS OTHER AGENCIES: Plumbipg (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 (INSPECTOR COMMENT SECTION ON REVERSE) 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 undersiab 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. 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. 09„4/90 . .1 S i i C K i i 'f ti T Y TOTAL # OF PAGES: �...� (INCLUDING COVER SHEET) TO: COMPANY: FROM: ATTN : L ©CATION: �� �y� PHONE: RE: \/k 4111 MESSAGE: Wp Westvent, Inc. FAX TRANSMISSION DATE : r ". FAX;'e % 3 45 WORK ORDER #: !ll �; U L[JWL PLANNING DEPT. pHONEI?4 1 T % ` FAX :lS l w` lle ORIGINATOR: .,. ��- ,,. T F. Eli MAIN OFFICE: 5005 3RD AVENUE SOUTH P.O. BOX 24567 SEATTLE, WA 98124 (206) 767-5005 FA) ES: (206)762 -2624 PROJECT MANAGEMENT (206)767 -9796 EST., SALES, CORPORATE (206)767-353' PURCHASING /ACCOUNTING (206)763-9679 WESTVENT SHOP (206)7624041 QUICK RESPONSE LICENSE #WESTVI 121 RF J L - 5 -v 1 FP I 9 39 MCFC I ha TR 'r' Performance Data Table 26.1 Evaporator Fan Performance 3, 4 And B Ton YCD036A, YC•042A. YC•060A External Stella Pr Unit Model No. YCD038A.L,WI Cfm ESP B ESP BHP 950 1000 1100 1200 1300 1400 1600 High Speed .52 .33 .50 .33 .45 .34 .40 .36 .32 .37 .22 .10 .40 .44 YC•048A4.,H YC•080A•t. YC•060A.H 1260 1300 1400 1600 1600 1700 1800 1900 2000 s6 .65 .63 .60 .67 .63 ,47 .39 .53 .53 .93 .54 .86 .67 .60 .84 .68 1600 .71 .64 1700 .66 .55 1800 .61 .69 • 1900 .66 .82 2000 .53 ,84 2100 .44 .67 2200 .34 .70 2300 .26 .72 2400 .18 .75 1600 .70 .64 1700 .85 .56 1800 .59 .69 1900 .54 ,42 2000 .50 .64 2100 .40 .67 2200 .30 .70 2300 .21 .72 2400 .11 .75 Slender- Motor ow •• d .47 .44 .36 .28 .14 Motor Power (Bhp)t Oversized Motor .29 .29 .30 .30 .31 ESP BHP 1,8 0 .0 3 1.12 .84 .96 .64 .80 .66 .64 .67 .45 .69 .63 .36 1.45 .70 .62 .38 1.42 .70 .67 .37 1,34 .70 .47 .37 1.24 .71 .36 .38 1.12 .73 .20 .38 1,02 ,76 -- - .B6 .80 .73 • ,S8 .64 .44 1.33 .40 1,27 1.21 1,12 .88 1,03 .99 .93 1.02 - - .80 1.03 - .67 1,06 - .62 1.07 .60 66 .50 ,46 .61 .32 .62 .17 .63 .03 .44 .69 .48 .63 .60 .43 .61 .30 .62 .1B ,63 .84 .90 .86 .89 .92 1.32 .86 1,26 .89 1.19 .92 1,10 .96 1,00 .09 .89 1.02 .70 1,03 .62 1.00 .47 1,07 , Indloatab born non :enul or downllow medals Pan motor bout (MI 2.15 a Pan Bhp TrMM's IeetorY supplied motors, in commercial ,4ulpmont, are oonnda purpose motor., aso ll Golly gunned and haled to tomato ronsbly and continuously at all aatelopod aandaions, Using the full horsepower woo of our fen motors as shown In our tabular data will not Mull to nuisance tripping or premature Motor IMIIuri, Our product'$ wbrrenly will n01 be e'lutlne NOM 1. YC0036A44 one YCO0S11A.W Single Speed only U60 high speso column. 2 Oats Induct.. unsure drop due le wet cell and filters 4pJ F'fr.•eAfv \Et c:),% 19.5s -m 26 l L JUL 05 199 _1 CITY OF TUKVUILA PLANNING DEPT. Piet Sound Air Poll :don Control Agency HEREBY ISSUES AN ORDER OF APPROVAL TO CONSTRUCT, INSTALL, OR ESTABLISH One Harris - Cottrell V700 Heat -Set Offset Web Press, a Thermo Electron (Overly) Dryer at 2000 cfm, and a TEC HXC II.2000 Catalytic Oxidizer (Afterburner) at 580 MBH. A P P C A N T WILLIAM L FARMER VALCO GRAPHICS, INC 3104 WESTERN AVE SEATTLE WA 98121 VALCO GRAPHICS, INC, 480 ANDOVER PARK E, SEATTLE, WA, 98188 Form 500.118, (1/91) INSTALLATION ADDRESS O VALCO GRAPHICS, INC W N 3104 WESTERN AVE E R SEATTLE WA 98121 THIS ORDER IS ISSUED SUBJECT TO THE FOLLOWING RESTRICTIONS AND CONDITIONS 1. Approval is hereby granted as provided in Article 6 of Regulation I of the Puget Sound Air Pollution Control Agency to the applicant to install, alter or establish the equipment, device or process described hereon at the INSTALLATION ADDRESS in accordance with the plans and specifications on file In the Engineering Division of PSAPCA. 2, Compliance with this ORDER and its conditions does not relieve the owner or operator from the responsibility of compliance with Regulations I, II or III, RCW 70.94 or any other emission control requirements, nor from the resulting liabilities and /or legal remedies for failure to comply. Section 5.05(e) of Regulation I requires that the owner or operator must develop and implement an operation and maintenance (O &M) plan to assure continuous compliance with Regulations I, II, and III. 3. This approval does not relieve the applicant or owner of any requirement of any other governmental agency. HARRY WAITERS Reviewin ngineer HAW \iPORT \--- \: . JUL 0 3 1991 cal Or 1ut.vv ANITA J. FRAIVICEL Air Pollution Control Officer Registration No. 17770 Notice of Construction No. 3929 DIM 0 4 1991 VALCO GRAPHICS, INC. 480 Andover Park E. Seattle, WA 98188 206/575.3500 800/660.0194 FAX: 206/575.3575 1M la) WEtt & St tEEf FED PRINTERS Mr. Dave Larson City of Tukwila Dept. of Commercial Development Building Division 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Dear Mr. Larson, July 1, 1991 Just a short note to express my thanks for the professional and helpful way you worked with us as we sought occupancy in our new plant. Certainly we live in a complex world and almost nothing is simple and easy, but this move taxed all of us beyond our expectations. We all just simply appreciate the way that you and your department worked with us to get the job done. BAW;mh cc: Duane Griffin Sincerely, ruce A. Walker President [ JUL 0 3 1991 CITY OF l uKvvlLA PLANNING D P7, DATE 5- — 6 i) PERMIT NUMBER PLAN CHECK NUMBER TYPE OF REVISION: ( (206) 433 -1851 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA MAY 3 0 1991 PERMIT CENTER * *REVISION SUBMITTAL** PROJECT NAME V4LW G(2A'PI.1iLS ADDRESS 4$ k 1 & O VS 12 t7i4Yt � A r s-r CONTACT PERSON PvUU,& . PHONE 433 -$9 '1 ARCHITECT OR ENGINEER t7pv is IkYrc..NI tEC.T' (If previously issued) C o rr; • re oe,w1 ex. IAP:movs9 tIvale 14- 0 1afh+iM6 -ro eAseA . I IN i o wereci 1. I -e, s l 1 t oMCro95 Pro \ 4 iN # de, twOI 1 CorNtr �, added door el.'') 1 e ,�d 10406, P ii rodvcho� I :y a 33 -4-e Wan! tlo�5 . SHEET NUMBER(S) A-1 j A -2 "Cloud" or highlight all areas of revisions and date revisions. CITY OF l lOO APPROVED SUBMITTED TO: JUG 4 1091 715.1t.t)IY I: MSION CITY OF TUKWILA 62m' SoIMICENTER BOULEVARD, TUKIIILA. II:4SHINGTON98188 Plan Check #91-114: Valco Graphics 480 Andover Pk E l'l1ONE I$ ((11 ;) 433.1 NBII THE FOLLOWING COMMENTS APPLY TO AND BECOME, P OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (J) I 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. 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). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 5. 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. 6. 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). 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Gary L. VanI usen, Mayor ti May 13, 1991 Dear Sir: Et lawns► CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Alan Bylsma David Kehle Architect 12878 Interurban Ave. South Tukwila, Wa. 98168 RE: Valco Graphics, Inc. at 480 Andover Park East City of Tukwila PHONE II (2061433.1800 Gun' L. l irnDusen. Mayor The Public Works Department has reviewed the proposed tenant improvement in the amount of $ 146,500 and your electrical service padmount and transformer and request you address the following comments: 1. To allow City to determine if the City's Sidewalk Ordinance requires sidewalks built as part of your tenant improvement, you are requested to provide the assessed evaluation of structures only for your property. 2. The City's Undergrounding Ordinance (13.08.040) allows new padmounted transformers to be exempted from the City's Undergrounding Ordinance if the facilities are not located in the public right -of -way. You are referred to Tukwila Municipal Code 13.08.040 (enclosed) to meet screening and other requirements for this installation. 3. Requested is identification of public utility easements on your property. This padmount transformer shall be installed outside public utility /roadway easements. Coordination for the above ground padmounted transformer is being handled by Ann Siegenthaler of OCD, 431 -3685. Prior to Public Works signoff of your tenant improvement, this information will be necessary. Please address it to my attention via the City's Permit Coordinator. If you have any questions regarding this matter do not hesitate to call me at 433 -0179. Sin,a- ely, (//: Phil Fraser, Senior Engineer Public Works Department Ann Siegenthaler - •J Greg Villanueva; City Inspector Denise Millard, Permit Coordinator Read File, Development File: Valco Graphics Enclosure (1) PF /amc:B6:valco Faq LIP TA Kahle architect May 14, 1991 City of Tukwila Planning Department 6200 Southcenter Blvd. Tukwila, Washington 96188 Attn: Ann Siegenthaler Re: Valco Graphics, Inc. Dear Ann, This afternoon I had a phone conversation with Shelley Bates regarding the permit For Valco Graphics. She told me you are waiting For some additional information regarding the transformer location before you would sign oFF on the permit For this project. My understanding was that we were going to get our TI building permit without addressing the transformer at this time. As I explained in our conversation yesterday we are not planning to locate an above ground transformer. All the above ground locations we discussed had negative implications so we are pursuing the plan that the power company is to locate a new transformer underground. They are doing the planning now and have told us it will be Feasible and they will be able to accomplish this plan. Since the underground location will not impact parking, circulation, or landscaping I think the permit For the interior work can be released at this time since you told me you had no other objections or concerns regarding this project. If you need any additional information From me please Feel Free to contact me at the earliest possible time. My client is very anxious to start work on their improvment because they have a deadline to move out of their present buildings and it is approaching very soon. IF we can expedite this matter it would be greatly appreciated. Sincerely, Q-) Alan Bylsma AB /mc �-,��:; • yin rq may 161991 DEPT. �IGL✓1 1e�GC GG - hie /a ,zeee (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 PLAN REVIEW COMMEk Plan Check No.:Gt 1"" "" Project: REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296 - 4722). 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). y All mechanical work shall be under separate permit through the City of Tukwila. y 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. 11 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 contractors 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. 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 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final ► 17. Building Final PLAN REVIEW COMMEk Plan Check No.:Gt 1"" "" Project: REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296 - 4722). 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). y All mechanical work shall be under separate permit through the City of Tukwila. y 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. 11 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 contractors 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. 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. DATE ADDRESS CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL PROJECT NAME V ,A 1 C o 4's 6 ��,Noloo2r 5± CONTACT PERSON A I i2- 6 1,3 y l 5 a PHONE + ' 3— 3 9 g 7 ARCHITECT OR ENGINEER Du -cd (de-) PERMIT NUMBER /I i (If previously issued) PLAN CHECK NUMBER q I " I i L TYPE OF REVISION: 74 e P I. a, t w � k 6 t- tA, 1-1 t I 4 5,e 1414 p e 5S -e auct,tv o`F 0 Y^1'5 f ct I b eA,i I t t-Li7 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITI TO: CITY OF TUK Wo MAY 1 b 19 PERMIT CENTER COPIES DATE NO. L4-; i ! — P DESCRIPTION --- Dy � � A ' i - - - ,Q vA t. o n-v-4 0. , s I 2 . - L- , RECEIVED DATE V I sf C I I JOB Nq / 4 ATTENTI 7 N el e I t FP R E: vA t. o n-v-4 0. , --r wL 1•, / tit)„. , RECEIVED TO C. i 4-7 OP 1 Lw1 (ct WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via ❑ FOR BIDS DUE I ` REMARKS L1 I nor 14a5 4-ko e 96 e 1 5 `� 2.D0 °=^ ❑ Shop drawings ❑ Copy of letter ( ck david kepi ? , 12878 Interurban ave. so. Seattle, washIngton 98168 (206) 433 -8997 Wti.Q - ❑ Prints r .e. 4 t v 1 vl d 4— .a� _a_ 4+1-4.c.,11, �J r•,e U Change order ✓La 19 COPY TO Y J the folIpfv lel s:1 9i ° PgiliVi c e €R ❑ ❑ Plans 1.1.4r-,a.L o V- 4. If enclosures are not as noted, kindly notify us at once. ❑ Samples CITY OF TUKW THESE ARE TRANSMITTED as checked below: ' For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: C 1 , 6 , 4 . .- I 4 45 42a S - 4- , mac, - a.P FAA) I t K 147 I;HEREBY CERTIFY MAT I: HAVE >READ THIS` APPLICATION AN©'KN17W THE SAME TO BE TRUE AND CPR R CT. Applicant/Authorized Agent nature: C � ti Contact Person name): W 0-N . J--, • a r� h Print Name: A ( a ,^ d _.(print Address: 31 ii y\/-e5 Le r-►l A 0 .c . Date: 5" 1 / R yA Phone: 1 t33 — e 7 S .ca-t f-- g Phone: 28 L-/-- 4 7 Date Application Accepted: Date Application Expires: CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PROJECT Site Address: INFORMATION Name of Protect: Pro *ert Owner: ',► r.t.kt,. Street 3 I b LI Phone No.: 2 9 — 1. - 7 55 Engineer: Street Address: Contractor: Street Address: King C_.oun� Assessor Account Number: 7,65 3 0 4 — ct o PERMIT ='':: ❑ Channelization/Striping /Signing REQUESTED ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop /Hydr. (main to vault) — No.: _Sizes: IMINIMPOINW WATER', MEtTER "< DEPOSIT/ REFUND /BILLING MONTHLY SERVICE BILLINGS TO: ❑ Flood Zone Control ❑ Grade/Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer — No.: ❑ Sewer Main Extension Private ❑ Public ❑ Name: Va [ CO CW•ciptil i Lei 1 14. . Street 3 1 Val -e5-1-...e• h A v e Name: Vol < <o CZv IL ic. ) •tk Street 400 N Pwwk. E .,4 Eff Sewer ❑ Metro El Standb El Si .le -Fami UTILITY PERMi c APPLICATION El Water DESCRIPTION OF PROJECT ❑ Multiple- Family Dwelling ❑ Hotel No. of Units: El Motel Er Commercial/Industrial M. Office El Retail 4 e0 A Jove-v. Pav- k E -ah-i- 7�-� k w i to ❑ Duplex ❑ Tri . Iex ❑ Warehouse 421 Manufacturi Er Remodel/ Addition 3 — ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter/ Exempt: — No.: — Sizes' Deduct El Water Only ❑ ❑ Water Meter/ Permanent — No.: Sizes ❑ Water Meter/ Temporary:— No.: Sizes: ❑ Other: Residential El Apartments ❑ Other: ❑ Condominiums ❑ Church ❑ Hos PLAN CHECK NUMBER: City /State /Zip: g . 425 , , 9®1a I Phone No.: Cit /State /ZI • : Phone No.: ital Cit /State /Z • • Phone No.: 2 8 — 17 S City /State /Zip :'S fj. I. Wet , 981 Phone No.: 5 - 75— 3 5 City /State/Zip: la k l a Wel, tie tee ❑ SchooVColle a /Universit ❑ Other: Square Square footage of original building space: 4 4 `l , 8 8 Footage: Square footage of additional building space: O King County Assessor's valuation of existing structures: $ 1 2. , e Zoo Valuation of work to be done: $ 1 LI G SOO pD MISCELLANEOUS ❑ New Building INFORMATION 09/18/90 SUBMITTAL CI( CKLIST 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 O Location of DSHS approved double check valve O 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 backlit! 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 . T'' E SEWER O Type of pipe = ncrete, 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 cleanout(s) and test Tec(s) O Type of bedding and backfill materiaUpercent 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 slopellength of run O Location of all structures O Square footage of area to be drained, including roof area O 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 controUdetour (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 point(s) 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 O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O 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 p la ns are n ot app roved, the applicant will be notified by letter of necessary resubmittal requirements. CITY OF TUKIVILA 6'0u SOUT/ICENTER BOULEVARD, TUEH'ILA, WASHINGTON 98188 PHONE s (206) •133.1800 May 13, 1991 Alan Bylsma David Kehle, Architect 12878 Interurban Ave. South Tukwila, Wa. 98168 RE: Valco Graphics,, Inc. at 480 Andover Park East City of Tukwila Dear Sir: Gan' L. l'nnDusrn. ,1hnor The Public Works Department has reviewed the proposed tenant improvement in the amount of $ 146,500 and your electrical service padmount and transformer and request you address the following comments: 1. To allow City to determine if the City's Sidewalk Ordinance requires sidewalks built as part of your tenant improvement, you are requested to provide the assessed evaluation of structures. only for your property. 2. The City's Undergrounding Ordinance (13.08.040) allows new padmounted transformers to be exempted from the City's Undergrounding Ordinance if the facilities are not located in the public right -of -way. You are referred to Tukwila Municipal Code 13.08.040 (enclosed) to meet screening and other requirements for this installation. 3. Requested is identification of public utility easements on your property. This padmount transformer shall be installed outside public utility /roadway easements. Coordination for the above ground padmounted transformer is being handled by Ann Siegenthaler of OCD, 431 -3685. Prior to Public Works signoff of your tenant improvement, this information will be necessary. Please address it to my attention via the City's Permit Coordinator. If you have any questions regarding this matter do not hesitate to call me at 433 -0179. Phil Fraser, Senior Engineer Public Works Department xc: Ann Siegenthaler Greg Villanueva, City Inspector Denise Millard, Permit Coordinator Read File, Development File: Valco Graphics Enclosure (1) PF /amc:B6:valco „ 4e 4rr All MN AMM ACTIVIT it LOG C mmEms b-kak.cc, OF L.,---7proNED ,YpUR CALL wiLL CALL AGAIN . 'SEE YOu. COPIES DATE NO. DESCRIPTION ... `1 - _ 1 /a v ' .,.. MAY 14191 r MAY 14 '91 16 12 D I DLE ARCHITECT david kehll ,erchttect 12878 Interurban ave. so. scathe, Washington 98188 (206) 433.8997 TO e4--Air WE ARE SENDING YOU ttached ❑ Under separate cover via REMARKS Shop drawings opy of letter ❑ FOR BIDS DUE • AMM'S HA ICJ he Lr.r Lb,. nIH! ❑ Prints 0 Plans ❑ Change order ❑ P. 1 /2 ELzrii TIRMH6017710. the following Items: ❑ Samples ❑ Specifications THESE ARE TRANSMITTED as checked below; O For approval ❑ Approved as submitted 0 Resubmit copies for approval "for your use ❑ Approved as noted ❑ Submit copies for distribution y 0 As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ 19 0 PRINTS RETURNED AFTER LOAN TO US JI onoiosures ara not as noted. NInd1Y notIty us it one.. P MAY 14 '91 16:19 D KEHLE ARCHITECT i e architect May 14, 1991 City of Tukwila Planning Department 6E00 Southcenter Blvd. Tukwila, Washington 98188 Attn: Ann Siegenthaler Re: Valco Graphics, Inc. Dear Ann, P.2/2 This afternoon I had a phone conversation with Shelley Bates regarding the permit For Valco Graphics. She told me you are waiting For some additional information regarding the transformer location before you would sign off on the permit For this project. My understanding was that we were going to get our TI building permit without addressing the transformer at this time. As I explained in our conversation yesterday we are not planning to locate an above ground transformer. All the above ground locations we discussed had negative implications so we are pursuing the plan that the power company is to locate a new transformer underground. They are doing the planning now and have told us it will be Feasible and they will be able to accomplish this plan. Since the underground location will not impact parking, circulation, or landscaping I think the permit For the interior work can be released at this time since you told me you had no other objections or concerns regarding this project. If you need any additional information from me please feel Free to contact me at the earliest possible time. My client is very anxious to start work on their improvment because they have a deadline to move out of their present buildings and it is approaching very soon. IF we can expedite this matter it would be greatly appreciated. Sincerely, Alan Bylsma A8 /mc (..a�r►ti -ems (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH ❑ SEATTLE, WASHINGTON 98168 d w. ' AL-AN l t' W FROM: pAvir gaftf M *{. FAX #: Z Sr369 1 A CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 May 8, 1991 Mr. Alan Bylsma DAVID KEHLE ARCHITECTS 12878 Interurban Avenue South Tukwila, WA 98168 RE: Valco Graphics: Permit #91 -114 FAX #: 4 '5 • DATE; / �l /mil ` ruKiAn (,, /7CP PAGES1 CLUOING PHONE #: 4303670 PHONE N (206) 433.1800 Gary L. VanDuscn, Mayor Dear Mr. Bylsma: As we discussed today by phone, you have revised the proposed electrical transformer location (5/6/91 site plan) in order to be compatible with utilities easements and the driveway's clear vision corridor. However, there may be a conflict between the proposed location and the Zoning Code requirements for parking. Locating the transformer as proposed would require the removal of a parking stall. Based on the information you have provided, it appears that the existing parking lot is non - conforming with the minimum number of stalls required by code. If this is the case, further reduction of parking capacity would not be allowed. Therefore, the transformer would not be allowed in the proposed location. As a result, we cannot approve your building permit for the Valco Graphics tenant improvement. To proceed with your permit, you have three alternatives: 1. You may locate the transformer in the parking stall as shown, if you provide the minimum amount of parking required by code, or provide verification that the site does have adequate parking as required by code (for manufacturing uses: 1 stall per 1,000 square feet of gross floor area). 2. You may relocate the transformer in an area which does not interfere with existing parking, utilities, vehicle circulation or fire access. Any new location will need to be reviewed by Planning, Building, Fire and Public Works prior to approval. Mr. Alan Bylsma Valco Graphics, 5/8/91 Page 2 3. Alternatively, you may apply for a variance to decrease the existing non - conforming parking by one parking stall. If granted, a variance would allow you to locate the vault in a parking stall. The variance application is reviewed by the Board of Adjustment, which meets the first Thursday of each month. Any application to the Board must be submitted at least 30 days prior to the desired hearing date. You stated your concern regarding further delay of your building permit review. To address this concern, you may wish to consider submitting a separate permit application for the transformer. To coordinate this, please contact Ken Nelsen of our Building Division at 431 -3677 and our Permit Coordinator, Denise Millard, at 431 -3672. Should you need further assistance in resolving the transformer location issue, please contact me at 431 -3670. Sincerely Ann Siegentjaraler Assistant Planner cc: Permit Coordinator DATE: 5 r .7) Fw S4T U J TIME /1; P.M. TYPE: ❑ Visit ❑ Conference ❑ Telephone— 0 Incoming 0Outgoing Name of p n(s) conta d or in contact with you: ,� l 4 %t/ Organ zatlon (o ce, dep t. ureau, etc.) Location of Visit/Conference: SUMMARY: 2,) 5ZI e4 'ey G vzr im� fd 610) Age0 r 2slG /00Were5 atieee,emel 7°' Signature: CONVERSATION RECORD ' i4/ � r Z ee! ( 87 g'5 Caw a5e y ) l r � • w Ceek -. ;?,a rd" L) /di( df.S6e p C G v v ew}r. J ` -e4e r Title: pzeminee C Telephone No.: FOR OFFICE USE ONLY /1077 r C Date: ozote.r c) G07 /(. 4 64/ea d W7 � � e, // o ') I lit -e�2 y 7 J PHONE 433 Eciq AREA CO C p MESSAGE SIGNED "balmy PHONE AREA C(JM- M -SSAGE SIGNED PHONE MESSAGE SIGNED AREA CODE 4 NUMBER grr 4 gqql NUMBER EXTENSION P1101%11E CALL DAT- TIME EXTENSION Ud TIME P .PHtNED RETURNED YOUR CALL SE CALL WILL CALL AGAIN CAME TO SEE YOU WANTS TO SEE YOU TOPS FORM 4003 .110,11W (PHOIVIE;CALL3 PHONED RETURNED YOUR CALL PLEASE CALL WILL CALL AGAIN CAME TO SEE YOU WANTS TO SEE YOU FORM 4003 %mow 00..HIONM:CALL) 737 TIME! 3-Cp1 m: „ • •• NEEi RETURNED'. YOUR CALL' >PVASECALL WILL CALL " AGAIN ' CAME TO SEE YOU WANTS 10. TOPS SILFE:m4oc....2j MAY 06 '91 09 15 D KEHLE ARCHITECT . P.L. Z2*, eee X kf . LiAfJ 4 A p I N a 4& ucc Al cIeAravice 4.rt'a,v► 1.c A4JGtpS t�A�f�IS 4> Zerie- P L. A N f .,g- /4,/et P. 2/2 MAY � 6 199 CITY OF TUKWILA PLANNING DEPT. COPIES Illa DATE MY/ NO, DESCRIPTION l r- P, 1+ O 5 0. A. . .. • MINAMM IIIII IIIIIMIIIIIII 1111 MAY 0 6 "1 w� IIIII _____ PLANNING DEPT. DATE 5 ,, JOD NO, �aJy RE ' ` J i A 1 C.- 0 l r- P, 1+ O 5 r • • ( TO .. } WE ARE SENDING YOU 'DEC Attached ❑ Under separate cover via THESE ARE TRANSMITTED as checked below: it For approval 0 Approved as submitted D For your use 0 Approved as noted D As requested b Returned for corrections O For review and comment 0 D FOR BIDS DUE ,_,,,,.19 Kdou.& l ��.. 1 e at +►ka ai r i u wa • - COPY TO MAY 06 '91 09:15 D KEHL,r ARCHITECT dc clavid kehle,architset 12878 Interurban ave. so. seattle, washington 98168 (206) 433 -8997 D Shop drawings O Copy of letter ❑ Prints ❑ Change order .f t; 3 r' �'13_�,�?�'` Q► o a tit.' - � 5 Q/ tirPlans it anmoeures ate not as noted. kindly nail& us at once. P.1/2 LETTER n M n Fao.>e 041 2- the following items: 0 Samples ❑ Specifications 0 PRINTS RETURNED AFTER LOAN TO US SIGNED: ❑ Resubmit copies for approval ❑ Submit copies for distribution E] Return corrected prints Name of perso (a) contactee r in 9ontact with you: ,/l %ter t / ✓IG C.- Organization (office, dep , y , � eau, etc.) Telephone — 0 Incoming 0 Outgoing DATE: V TYPE: ❑ Visit ❑ Conference Location of Visit/Conference: SUBJECT: // 67€ 7C SUMMARY: . fez-, zei7Z' CONVERSATION RECORD f e d rLt,) ; v/ f?l%I rj.� r`� r 'C� ,1 � / ,(.:-/7Z-C /e &c pi co MON TUE WED THU TIME: A.M. FRI SAT SUN P.M. Telephone No.: FOR OFFICE USE ONLY a15Tb 25 CURB art MisT111/4I6 !MK NCI LO'f !Jo 4opIK MiEQUIi3E.D Vac! s r a L. +tut? Ar NIa 0 33` p L A PLA n 72' ANPoveps PAE'+K T /1 C.e see a , [ gni APR 1 8 1991 . CITY OF TUKWILA ems. �/orA 0(151'6 25 GAP'S cu P -fit- Ex15T1N6 PARKIU . LOT , Jo WORk Reath FM sir (2? y Cff 6g 7✓ 7Q So40€-(G- Ao s-oAr r c.a4 c. ctc f-(( -( S#i (Tb P4, AvvAegit `t C 0 c S, r it F?--I AY-37j C34-7-61C /1/2 AKV," t e0 l eS S(A) 1t ( G T o / © �= P gap - r. o zn4 sca' PLAN G ,,. , � COPIES DATE NO. DESCRIPTION [ or )<� 1J V e 1.s_s C i,G 4 u1 � .. L '.; i . p 1 APR 2 5 1991 PLANNING DEPT. OAT6 f {� + JOB NO. I/6 "IgNYION e,rn On [ or )<� 1J V e 1.s_s C i,G 4 APR 25 '91 09:49 D KEH' E ARCHITECT david kehte,architect 12878 Interurban ave. so. Beattie, washington 98168 (206) 433 -8997 TO WE ARE SENDING YOU >& Attached ❑ Under separate cover via 0 Shop drawings 0 Prints & Plans 0 Copy of letter 0 Change order 0 THESE ARE TRANSMITTED as checked below: ❑ for approval O For your use O As requested a For review and comment 0 _ O FOR BIDS DUE _ 19 COPY TO ..,..K ., , �. <, ... Le.., M J: .I: © Approved as submitted O Approved as noted O Returned for corrections ❑ Samples the following items: P.1 /2 LETTER CO C VG RZETIOT1ptl 0 Specifications O Resubmit copies for approval O Submit copies for distribution O Return corrected prints 0 PRINTS RETURNED AFTER LOAN TO US REMARKS. - 1 - 'L. -A _Ke J A,,1+a - NIGd, ra$'U b r .. , cu4 a 4t avvata 5 ge"Ui4 dete41.4 SIGNED: C-2-ta?../.1 It enelosurus ars not as anted. kindly notify vs at ones. v L (=1 P. L.. 170.0 i 33' XISTG 25 E 41108 C,IIT , 2 1 PI A -- — 4-- 1 72 E$J51111 F KN6 Lc/ t to I 'iK Pie-GUISE!? 2$' p r � l5TG 26 GUS air l �l 1 wvgfi PAN' a Pitee-eL. 5, A 1 EA1511146 F I C.' 1.o? t z5 tb�` No WORK Rl✓QUTA AN- F 5T G 251 apiis art - 3-- q a. ATTENTION � �'r TV_ _�• _ .. e...------- NC II 0.l ±GR YT Ld 11 COPIES DATE NO. DESCRIPTION 1 ±GR YT Ld 11 �/ L. i. El APR 181991 PLANNING DEPT. • ' APR 18 '91 09:45 D KEI-r' P ARCHITECT david kehle,erohitect 12876 interurban ave. so. seethe, Washington 98168 (206) 433.8997 • Shop drawing O Copy of letter r ❑ Prints ❑ Change order COPY TO P.1/2 Q d.Sf a P 2 WE ARE SE DING YOU a Attach -• ❑ Under separate cover via the following items: G7 Samples 0 Specifications !S- Plans THESE ARE TRANSMITTED as checked below: O for approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections • For review and comment ❑ D FOR BIDS DUE 19 _ © PRINTS RETURNED AFTER LOAN TO US ❑ Renubmlt_copies far approval ❑ Submit copies for distribution ❑ Return corrected prints SIGNED: It •nelowroa AM nat as noted. kindly notity v dt ono*. 44 le REMARKS o U ate. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -114 (513) Re: Valco Graphics - 480 Andover Park East Dear Sir: Gary L. VanDusen, Mayor April 24, 1991 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 4. A fire alarm system is required in lieu of one hour construction in the office exit system. (City Ordinance #1528) All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) 5. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and City of Tukwila Page number 3 Yours truly, FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street, Numbers shall contrast with their background. (UFC 10.208) cc: T.F.D. file ncd The Tukwila Fire Prevention Bureau CITY OF TUKWIL.A Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: J4 Lc.c A PLC.' tat' ADDRESS: L i 3C) ANDO o DATE: PP__� OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA ti 2,. OCCUPANT LOAD ()FR C-a AM IN c57 2 5 EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. NOTES PREPARED BY: PLAN CHECK PLAN REVIEW NUMBER �1- - 11� t?U G t2G �s - re SA t,- -r P4C, Z Occ . Lo 11/ N t.16 exc WS.E.C. CHAPTER 51-10, W.A.C. 6300 Southcenter Bouleva►d — #100 Tukwila Washington 98188 Mt NI . 9 Lb t eme4t3 I IR,. ) 1 P0f- D ' xI•S r1&3c COS-' I v P 6- , p.41> V-- C5Ma/ r'�. at. Erc-mei A araA, Su Iau I k < 1 00 DATE: Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 0 o D Dental units or lavatory 1 — 0 0 0 Dishwasher, commercial 4 — 0 0 CJ Drinking fountain (each head) 1 — 2, 0 .. Hose bibb or sill cock 5 3 I O 5" Laundry tub or clotheswasher 4 2 b 0 0 Sink, bar or lavatory 2 1 (o 0 l 2 Sink, clinic, flushing 10 - o 0 0 Sink, kitchen 4 2 0 0 0 Sink, other 4 2 l 0 4 Sink wash, circle spray 4 — 0 0 0 Urinal, flush tank 3 — 0 0 0 Urinal, pedestal 10 5 — — p - 5 0 0 1 5 Urinal, wall or stall Wator closet tank 5 3 '7 0 3 Water closet, flush valve 10 6 0 4OmETRD Non- Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections, or change of service after Feb. 1, 1990) Pursuant to Metro Council No. 5719, all sewer customers who connect, reconnect, or establish a new service which uses metropolitan sewage facilities between February 1 and December 31, 1990 shall be subject to a capacity charge in an amount not to exceed seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The exact amount of the charge shall be established by the Council prior to imposition and collection. The capacity charge for customers connecting in future years will be determined annually. The purpose of the charge is to recovercosts of providing sewage treatment capacity for new sewer customers. It is anticipated that collection will begin in 1990 or 1991. The charge will be payable over 15 years; the outstanding balance may be paid at any time during the 15 -year period. Location Address 4 8 0 A u.er Park -• Owner's Name t3rtA.u. We I k.er /Ro6 1 4A/ a I� 4 - Ih •€. Owner's a -rk w 1 �l ) w a c • qq / S Representative W wt . I- • 1^ fro .e r (if applicable) _ r� n Title of Representative Div . a 1 - MP , City or Sewer District Mailing Address 3 I 0 'f W.e 4-. c. ►w1 av , Date of Connection: Estimated 6 - i - ` I Actual A. Fixture Units Number of Fixtures x Fixture Units = Total Fixture Units (Public or Private) Total Fixture Units 73 Resident Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 3, 5- RCE 20 For Metro use: E. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: G n 141 .,24•-c.. t aI 4 pt.6. PH Estimated Wastewater Discharge: 586 d Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) 187 C. Total Residential Customer Equivalents: (add A & B) A B 3.45' 31 = (3 .65 6a- *t ... LA) c ..sk • e gg / 2 -I RCE 31 RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected date for determination of a revised capacity charge. Signature of Owner /Representative Date t •c 173 , /19/ 1058(1/90) whits - Metro Yellow - Local Sewer Agency Pink - Sewer Customer ro david Ic architect March 13, 1991 City oF Tukwila Building Department 6200 Southcenter Blvd. Tukwila, Washington 98188 Re: Energy Code Compliance Calculations For: Valco Graphics 480 Andover Park East Tukwila, Washington RECEIVED CITY OF TUKWILA MAR 19 1yy� PERMIT CENTER Dear Sir, The Following are energy calculations per Chapter 'i, Component PerForrnance Approach, oF the Washington State Energy Code, 1986. In designing this space, the design parameters oF climatic one 1, indoor design temperature shall be 70 deg. F. For heating and 78 deg. F. For cooling with indoor design relative humidity For heating shall not exceed 30 percent were used. Outdoor design temperatures shall be 24 deg. F. in winter and in summer, 83 deg. F. dry bulb, 67 deg. F. wet bulb. Air quantities shall be per Table 3 -1, oFFice 15 cFm /person and conFerence rooms 25 cFm /person. These can be reduced by 33% For recirculating HVAC systems, all outside air. The building insulation shall maintain substantial contact to unexposed surfaces of ceilings and walls and need not have a Flame - spread rating or smoke density Cpg. 21, 2, exception B). Moisture control shall apply to walls but not ceilings as per pg. 22, 1, B, ii. Assumed is the ground cover and perimeter slab insulation are in place at oFFice only. Section 404 was used For this space, Table 4 -3. All exterior window and door Frames and wall panels have been caulked and all doors will be weatherstripped. (206)433 -8997 ❑ 12878 INTERURBAN AVENUE SOUTH ❑ SEATTLE, WASHINGTON 98168 City of Tukwila March 13, 1991 Page 2 Lighting power budget For oFFice is 1.7 watts per square Footing with individual switching of rooms X00 s.F. or less and dual level switching For areas over ±00 s.F. Building areas greater than 200 s.F. or within 12' to an outside window shall also have dual level switching. As calculations show, the building will be in compliance with the State Energy Code. David Kahle DK /mc Enclosure: Calculations REGISTERED b iA D E. K ' LE STATE OE WASHINGTON 7514 Washington Energy Code Compliance Calculations Areas Wall Time A - Interior Stud Wall (57.5 + 67 + 11.5)9 - 8x9 1224 - 32 = 1192 s.F. Wall Tupe B (48 + 50)9 - Wall Tupe 120 s.F. Wall Type D - 21 s.F. Wall Tupe E - 32 s.F. C - Furred Out O.H. Door Ceiling Area 72 x 61.5 = 4428 s.F. Wall Tupe A Inside Air Film 5/8" Gyp. Bd. 3 -1/2" Batt Insulation 5/8" Gyp. Bd. Inside Air Film Wall Tupe C Outside Air Film Existing Overhead Door Inside Air Film 1/2" Plywood Inside Air Film - Exterior Concrete Wall (21 + 120) = 79:1 s.F. Hollow Metal Door 1" Insulated Glass Thermal Resistance of Components Wall Tupe B Outside Air Film 6 -1/2" Concrete Rigid Insulation 5/8" Gyp. Bd. Over 1 -1/2" Furring Inside Air Film .68 . 58 11.00 . 58 .68 R ° 13.52 U = .074 .17 .52 7.00 .58 . 68 R = 8.95 U = .112 . 17 .11 .68 .62 .68 R ° 2.26 U .442 Wall Type D Existing Hollow Metal Door U = .351 Wall Type E 1" Insulated Glass U = .588 Suspended Ceiling Inside Air Film .68 Acoustical Ceiling Tile 1.79 R -19 Batt Insulation 19.00 Inside Air Film .68 R = 22.15 U = .0'15 Uo = 1192x .07'1 +7'i1x .112 +120x .'1'12 +21x .351 +32x .588 +4t28x .0'15 653'1 Uo = 88.21 + 82.99 + 53.O4 + 7.37 + 18.82 + 199.26 653'1 Uo = 419.69 = .069 653'1 Uallow From Table 4.4 Uallow = 2106 x .25 + '1428 x .035 = 526.5 + 15'1.98 653'1 6534 Uallow = 681.'18 .10'1 > .069 = Uo OK 653'1 The thermal resistance of the building exceeds the required thermal resistance as required by the 1990 Washington State. Energy Code. - 1 - S P E C I F I C A T I O N S (Including Conditions of the Contract) Tenant Improvement: Valco Graphics, Inc. RECEIVED (ITYOFTUKWILA MAR 1 9 1991 PERMIT CENTER Conditions of the Contract 1. General Conditions The American Institute of Architects Standard Form of General Conditions of the contract For Construction, A.I.A. Document A201, latest edition shall Form a part of these specifications with the same Force and affect as iF printed herein. A copy of these General Conditions, is available at the office of the Architect. 2. Supplementary Conditions A. Conflicts In case of conflict between these specifications and the General Conditions, the specifications shall govern. B. Modifications of the General Conditions Par. 3.4.1. Labor & Materials Cadd the Following) The General Contractor can use existing water and sewer until substantial completion of the tenant space including gas and electricity. Par. 3.6. Taxes Cadd the Follow) State Sales Tax will be paid by the General Contractor as a reimbursable expense. Par. 3.7.1. Permits • Fees Licenses Cadd the Following) The general plan check Fee and building permit Fees will be paid by the Owner. All other permits, Fees and licenses shall be secured and paid by the Contractor. General Contractor shall also secure and pay For building permit. Excluded are any acreage Fees, assesments or other land related charges. Par. 3.12. Shop Drawings Cadd the Following) The Architect will not review any shop drawings which have not been stamped and signed by the Contractors. For specific shop drawings requested, refer to each section. Par. 8.1.1. Time Cadd the Following) The work shall be commenced on the dated defined in the Construction Contract and substantially completed as defined in the Construction Contract. Par. 9.3.1. Progress Payments Cadd the Following) The Owner will make payments to the Contractor on account of the contract for 90: of the value of the work performed and of materials stored as defined in Par. 9.3.2, during the previous month, as estimated by the Architect. Owner will retain 10% of the total construction cost from each draw request until Final completion an acceptance by Owner. Par. 11.1 Insurance (add the Following) The Contractor shall maintain adequate workman's compensation and employer's liability insurance as decided by law, as well as comprehensive general liability insurance. Provide Owner's name as an additional insured. Also, Contractor shall purchase and maintain builders risk policy issued to Contractor and Owner. The Contractor shall not commence work until such insurance is obtained and approved by the Owner and Architect. Hold Harmless Clause: Work done on the premises or in conjunction with execution of this contract, shall be at the Contractor's risk and the Contractor shall assume any and all liability and shall defend and hold harmless the Owner From any and all claims from any person arising out of the operations of this contract. 3. Special Conditions A. Wording of these Specifications Contractor shall provide all items listed and perform all operations called For, all in accordance with Par. 3.4.1. of the General Conditions, A201, and as modified herein. B. Itemized Schedule of Costs Prepare a complete breakdown of the Contract sum and Furnish to the Architect before the First monthly payment is applied For. Also provide Full list of sub - contractors and major suppliers to Architect. Prior to starting construction. C. Building Codes All construction shall be in accordance with the 1988 Uniform Building Code and all other codes having jurisdiction over the work being performed. D. Prior Use of Occupancu The Owner has the right to use or occupy the building or any part thereof or to use equipment installed under the contract prior to Final acceptance. Such occupancy shall not constitute acceptance of the work. IF Owner moves in, any damage due to move -in and /or substantial completion, assume payment of all utilities. Warehouse will be partially occupied. E. Material Clean -up All contractors shall remove From the premises all surplus material, equipment and debris resulting From each division of the work as it is completed. F. Guarantees Without cost to the Owner, correct all defects and Failures within one (1) year From date of substantial completion or longer per each manufacturers guarantee unless conditions are due to neglect or carelessness of the Owner. DIVISION 1 GENERAL REQUIREMENTS SECTION 1A SUMMARY OF WORK A. Plumbing B. Electrical C. Htg. /Vent /Air Conditioning D. Fire Sprinkler 1A -1 General Scope of Work The work included in the contract consists of all labor and materials required to construct tenant improvements in an existing tilt -up concrete building, all in accordance with these specifications and drawings except items specifically noted or specified as not in contract (N.I.C.). The work to be covered under this contract will include but not limited to the Following: construction of new interior suspended ceilings and stud walls, lighting, electrical and HVAC additions and revisions, and provide and install all new Finishes. 1A -2 Contracts The work will be performed under a single contract with the General Contractor (Prime Contractor) with major sub- contractors as follows: SECTION 1B TEMPORARY CONSTRUCTION FACILITIES 1. Field Drawings The General Contractor shall keep the building permit set of drawings and specifications on the job site For use during construction. 2. Barricades and Fences Provide all fences, barricades and safeguards necessary For the protection of the public and as required by code requirements. SECTION 1C MISC. REQUIREMENTS 1. Maintenance Instructions The Contractor shall Furnish to the Owner, all manuals For instruction of proper care of materials and equipment. 2. As -Built Drawings The Contractor shall provide location drawings to the Owner, of all underground utilities and concealed work as installed on the project. Final payment will be withheld until this is accomplished. 3. Cleaning AFter substanial completion; the Contractor shall clean, dust and wax, etc. all interior finishes that require the same. SECTION 1D INSPECTIONS AND TESTS 1. The Contractor shall provide and pay For all inspections and tests as required by local authority. Notify Building Officials at least 2'*hours in advance. 2. Tests will be made by a testing engineering Firm or laboratory selected by the Architect. Costs of all tests shall be paid For by the Contractor. 3. The Contractor shall Furnish all samples of materials required to the testing engineer or laboratory in a timely manner. Copies of all test reports shall be Furnished to Contractor, Engineer, City, Architect, and Owner. DIVISION 2 SITE WORK - No work required SECTION 2A DEMOLITION 1. Saw cut existing concrete slab as necessary to install electrical and plumbing lines as indicated on the drawings. 2. Coordinate all cuts with existing underground utilities. 3. See SECTION 3 CONCRETE For patching of slab. H. See SECTION 15 MECHANICAL For backfilling of trenches. DIVISION 3 CONCRETE 1. Concrete Strength: Slab on grade 3000 psi minimum strength after 28 days. 2. Concrete Work: Cement shall be Portland Cement conforming to ASTM C150. Aggregate shall conform to ASTM C33. Water shall be potable and free From substances that may be deleterious to concrete or reinforcement. Concrete shall be conveyed and placed in a manner to insure no separation, segregation, or intrusion of Foreign matter. All concrete shall be thoroughly compacted by means of mechanical vibrators. Concrete slabs shall be Finished to produce a smooth hard surface tolerance not to exceed 1/8 inch in loft. Curing compound shall be sprayed on using one gallon per 300 square Feet of surface area. 3. Finishing: Contractor to provide and install one coat of Janco Hard N Seal or approved substitutions on all Floor areas after Floor has been completely swept and cleaned and washed. Contractor to verify compatibility of sealers with all Finishes and adhesives. DIVISION Li MASONRY (No work required) DIVISION 5 METALS CStructural and Misc.) 1. General Submit complete shop drawings to the Architect and Building Department, prior to Fabrication. Form steel to accurate sizes and shapes, with sharp lines and angles. Punch connections, grinding exposed welds smooth. Provide holes and connections for work of other trades. Detail For ample strength and stiffness, conceal wherever possible. Galvanizing shall be hot - dip zinc - coating, per ASTM -Al23, applied aFter Fabrication but before installation. For additional information, refer to structural notes. 2. Grades of Metals CStructural Notes Govern) a. Miscellaneous steel - - Conform to ASTM A -36 (Fy = 36000 psi) b. Studs, runners, tracks, channels, and the like: 1. 18 gauge and lighter Framing members to be Formed From steel meeting requirements of referenced ASTM A446, Grade A, or ASTM A570, Grade 33. Provide in widths and dimensions as indicated, made From 33 ksi hot dipped galvanized steel (0.0329 base metal), with 1 -1/4" Flanges, with a return leg bent at 90 degree angle 5/16" long, listed by ICBO For structural design properties. Runners, minimum 1 -1/4" legs. 2. 16, 14, and 12 gauge Framing members Cas applicable) to be Formed From steel meeting requirements of referenced ASTM A446, Grade D, or ASTM A570, Grade 50. Provide in widths and dimensions as indicated, made From SO ksi hot dipped galvanized steel, with 1 -1/4" Flanges. 3. Furring channels Cas applicable): a) 25 gage; hat shaped channel 1 -3/8 inch wide, 7/8 inch deep, unless other depths required; manufactured From hot -dip galvanized steel. 4. Runner, Furring Channels (as applicable): a) 16 gauge: Cold rolled steel, black painted, 1 -1/2" deep C475 lbs. per M). 5. 2 Furring channels, 25 gage x 1 -1/2" depth unless indicated otherwise. Manufactured with slotted web From hot dip galvanized steel. 6. Top runners of all partitions /gages as noted. 7. Horizontal backing support: unless otherwise indicated, use 16 gage x Li" Flat stock sheet metal between studs. Provide For all wall supported items. 5 8. Fasteners: In accordance with referenced ASTM C1002, and in required lengths and types. 9. Anchorage Devices: a) Interior Framing: Power - driven bolts, or as specifically accepted to transfer design loads. b) Power- driven Fastening devices strictly Forbidden. c) Exterior Framing: Welded assemblies typical. 10. Galvanized Finish: Provide zinc coating to metal Framing componenets complying with ASTM AS25 For minimum G 60 coating. 11. Exterior Framing: Vertical slide clip by Inryco. Material to be 12 -gage galvanized steel. Clip permits vertical movement of the structure without transFerring vertical loading to the exterior wall. 3. Install all steel per manufacturers recommendations accepted standard practice and per approved shop drawings. Set all steel plumb and level at proper elevations For Finished product. Provide all necessary accessories, connectors, shoring, etc. that is required. DIVISION 6 CARPENTRY 1. General All materials to be stamped with grade and trademark, and protect From the weather. All wood Framing in contact with concrete to be given heavy coat of wood preservatives. All Framing material to be "Kiln Dried ". 2. Framing (alternate to steel studs) Studs walls to be 2 x Li or 2 x 6 as indicated on drawings. All Framing material to be "Kiln Dried ". Provide blocking as required by code and as required For all equipment and wall Finishes. (Verify with Architect). 3. Rough Carpentry Provide all rough carpentry, sheathing, Furring, blocking, roof Framing, mechanical unit supports, roof cants, and similar work necessary to complete the project. Install all rough hardware and misc. items. Li. Materials 2 x 4 stud HF standard or better CFb 450 psi) All lumber grades shall conform to WPA Grading Rules For Western Lumber - 1977 Edition. All plywood shall conform to U.S. Product PS -1 -66. 6 S. Interior Finish Carpentry The Contractor shall provide and install the Following materials as detailed per standard industry practices: Wood window sills, wood trims, casing and door shall be clear birch. SAS kiln dried, painted. 6. Cabinetry Provide and install all cabinets, countertops, and work surFaces as indicated on the construction drawings. All surfaces, excluding countertops and horizontal work surFaces, are to be constructed oF panels Fabricated oF thermoset polyester or melamine resin - impregnated web, pressure bonded and thermally Fused to a particle board core as manuFactured by Pickering Industries or a preapproved substitution. Provide and install edge trim on all exposed, unFinished edges. Colors to be chosen by Owner and Architect. Submit color samples For approval. All countertops and horizontal work surfaces are to be constructed of 3/'" plywood (Grade A Face) with plastic laminate Finish on exposed tops and edges. Colors to be chosen by Owner and Architect. Submit color samples For approval. 7. Plastic Laminate Contractor to provide and install 1/16" thick high pressure plastic laminate, solid colors, Face edge and back splash as detailed for countertops and wainscot as manufactured by Wilson Art, laminate or approved. DIVISION 7A INSULATION Contractor to provide and install in the Following areas all installed in accordance with manufacturer's recommendations. 1. Exterior a. Office walls (including office walls to manufactured/ warehouse) R -11 Foil Faced Fiberglass batt. (Rigid R -6 alternate at concrete walls). 2. Ceiling a. R -11 fiberglass batt with Foil Face. DIVISION BA DOORS, WINDOWS GLASS AND HARDWARE SECTION BA WOOD DOORS Contractor to provide and install solid core birch veneer (see schedule) doors, premium appearance grade, suitable For staining. As manuFactured by Simpson, or approved. Rated doors, see schedule. (match existing). SECTION 6B FINISH HARDWARE The Contractor to: 1. Provide all Finish hardware For complete work, in accordance with drawings and specifications. (match existing Finishes and manufacturers unless noted otherwise). The Contractor shall be responsible For proper operation and Fitting of hardware in locations specified. The Contractor shall adequately store all Finish hardware until installation is made. Exposed surface of hardware shall be covered and well protected during installation, so as to avoid damage to Finishes. Upon being awarded the Finish hardware contract, the Hardware Supplier shall immediately prepare and submit to the Architect, in triplicate a complete schedule of Finish Hardware required herein. Manufacturers Butts Locks and Latchsets Stops Thresholds Closers McKinney - Lever Handles Cipco - 331 (wall), 306 (Floor) Pemko LCN Smoothee Series 4110 No other hardware substitutions will be permitted unless approved by the Architect. Keying Replace construction cylinders with Finish cylinders. Provide two keys For each lock. All locks to be Master -Keyed different. (Keying schedule must be approved by the Owner and Architect). Finish Finish of all hardware shall be US 10B. (match existing) Exit Signs and Extinguisher Signs Plastic Face, red and white. SECTION BC GLASS AND GLAZING Furnish and install all glass and glazing as shown on drawings and as required to complete project as specified herein. 1. Materials: a. Interior Windows: 1/4" polished plate (laminate within 4' of door) insulated (1" thick) clear between production/ manufacturing and Finished spaces. b. Manufactured by Hartung Glass Co. or approved. 2. Tempering: provide tempered glass as required by code. 3. Clean -up: Clean excess putty or compound From glass and surrounding work and clean and polish glass. DIVISION 9 FINISHES SECTION 9A GYPSUM WALLBOARD The Contractor is to Furnish and install all gypsum wallboard as indicated on the drawings and as speciFied herein, in accordance with Standard Practices and as set Forth in the "Architectural SpeciFication Manual - painting wall covering and gypsum wallboard Finishing ". 1. Materials: a. Wallboard shall be 5/8" thick Ctype "X" in all Fire rated walls). WaterprooF behind plumbing Fixtures. 2. Application: a. Board shall be applied using screw to steel studs. Back block all edge joints. Provide casing bead at all edges where exposed or in contact with door Frames and Finish Flush. b. Apply additional coats of spackle IF necessary to establish a true plane. All Finished work must be without waves irregularities and ready For painting. Smooth Finish - no texturing. c. Metal edge and corner beads at all outside corners, etc. Finish Flush with spackling. SECTION 9B PAINTING The Contractor is to Furnish all labor and materials and equipment For the Painting and Finishing as indicated on the drawings and speciFications all in accordance with the "Architectural Specification Manual - painting wall covering and gypsum wall board Finishing ". Wall material shall be new and of highest quality as manuFactured by Parker, Kelly Moore, Olympic Stain or approved. Color selection will be Furnished to the Contractor by the Architect. Final coat of paint For both exterior and interior shall not be applied until the colors have been approved by the Architect. 1. Painting - Interior a. Gypsum drywall Csee schedule For location) 1 coat of primer Ctint to Final color) 2 coats eggshell enamel C2 coats semi -gloss enamel in toilet room) b. Wood doors and trim 1 coat of primer Ctint to Final color) 2 coats semi -gloss enamel 9 SECTION SD RUBBER BASE SECTION SE PLASTIC LAMINATE tt c. Ferrous metal (Including but not limited to metal doors, iambs, and fire extinguisher cabinets) 1 coat galvanized metal primer 2 coats industrial semi -gloss enamel SECTION SC VINYL COMPOSITE TILE V.C.T. The Contractor to provide and install 1/8" Excelon V.C.T. as manufactured by Armstrong or approved. Color to be selected by Architect. Clean up and wax C2 coats). Base to be 'f" high as manufactured by Roppe. Cove For vct, Flat For carpet. The Contractor shall provide and install plastic laminate, on all cabinets, countertops, and work surfaces as manufactured by Wilson - Art or pre - approved substitute. Submit samples For selection. SECTION SF SUSPENDED CEILING The Contractor is to: 1. Provide and install 2'x 't' suspended acoustical ceiling with 1 -1/2" main and intermediate runners exposed grid, with standard wall angles, etc. in flat white Finish. Provide shop drawings of layout. Install with wires 4' -0" o.c. #9 wire. Provide additional wires at mechanical and electrical fixtures and designed For seismic bracing. All hangers must be secured to roof purlins - not stiFfners. Provide seismic connections as required - submit detail. 2. Acoustical tile to be Armstrong mineral Fiber 2'x 4' Fissured. DIVISION 10 SPECIALITIES - No Work Required DIVISION 15 MECHANICAL - CONTRACTOR DESIGN 1. General Requirements The intent of this design criteria is to define in general the scope and standards of work For the design and construction of the Mechanical requirements outlined in these specifications. The Design -Build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include one or all of the Following (include expansion potential in design): A. Plumbing B. Heating and Air Conditioning C. Ventilation - 10 - The Design -Build Contractor shall indicate as part of his proposal, the names of equipment as specified that he intends to use as Follows: A. Plumbing 1. Fixtures and Faucets B. Heating and Air Conditioning 1. Roof mounted units - gas /electric C. Ventilation 1. Exhaust Fans and louvres For the refrigeration room and the compressor room. 2. Lunchroom exhaust Fan. 2. Scope The requirements of the "Conditions of the Contract" and of Div. 1 of these specifications apply to all work of the Division. 3. Design Service The Design -Build Contractor shall provide a set of drawings satisfactorily to obtain all necessary permits, required by Code. The system shall be designed For the primary Functions of the printing Facility, printing preparation, and associated offices. All new design elements For all mechanical systems are to be coordinated with existing systems. Existing Facilities and systems are to be examined by the Contractor and either incorporate or modify as necessary. 4. Work Included The work included shall consist of but not be limited to the Furnishing of all equipment, design, labor, materials and other equipment necessary to execute the Mechanical requirements described in the drawings and specifications. This Contractor is to arrange and pay For all Fees, permits, and inspections required For the work of this Division. All work and materials shall be in Full accordance with applicable State and Local Code and Regulations. Avoid cutting any Structural Building members or undermining any building Footings. All materials and equipment shall be installed as recommended by the manufacturers. 5. Utilities All utilities shall be installed and including Final connections to building. This Contractor to verify adequate utility sizes For Factors involved. 6. The General Contractor and the Design -Build Contractor shall guarantee work of this Division Free From defects of workmanship and materials For a period iF 1 year From Substantial Completion of the work. Remedy the system of any defects developing during this period, free of charge. Length of Equipment Guarantee is indicated by the Manufacturer. 7. Shop Drawings The Design -Build Contractor shall Furnish shop drawings, catalog data, and drawings to the Architect For approval prior to order the items. S. Cleaning Pipes, ducts, fixtures, and equipment shall be clean before installation is accepted. S. Operating and Maintenance Instructions Furnish 3 sets of operating and maintenance instructions in binders For all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. As -Built Drawings The Design -Build Contractor shall make a record set of all utility lines, tees, and all items buried below slab. Complete and give to the Architect at completion of project. 11. General A. Plumbing: 1. Waste: to be cast -iron or plastic tied to existing main sewer line. Clean outs to be Flush Floor with bronze cover or wall with cover. 2. Supply: all piping to be copper, type L above ground, solder joints. Insulate hot water lines above slab, pre - molded glass -Fiber insulation 3 /4" thick (sink waste also). 3. Plumbing Fixtures: a) Install Owner supplied, prep sink and two silver separators and mixing valves. b) Make water supply and waste line connections to five owner supplied film processors. c) Provide and install a refrigerated, wall mounted drinking Fountain as manufactured by Elkay. Fountain to meet all Washington State Barrier Free Codes. 't. Location of Existing Utilities: a) Prior to machine trenching, Furnish and use an electronic pipe line Finder over the entire length of trench to locate existing conduits, pipes, etc. b) Locate by hand shovel digging all intersecting utilities and connections shown and those located by the pipe line finder; protect during trenching. - 12 - 5. Repair of Damages to Existing Utilities: a) Exact location of existing underground utilities are unknown. b) The Contractor shall restore any underground utilities damaged in excavations, both temporarily and permanently, as required, without any additional cost to the Owner. 6. Bedding: a) All pipe shall be installed in gravel backfill For pipe bedding. Bedding material shall be L" thick and shall support the bottom 180 degree of the piping. Shape Final grading of trench bottom to Fit the pipe. b) Bedding gravel to be clean, washed, and graded gravel per "Gravel Backfill For Pipe Bedding, Section 9 -03.12 (3), State of Washington Standard Specifications For Road and Bridge Construction. 7. BackFilling For Piping: a) General: As soon as piping joints have been tested and inspected, Fill around pipe with gravel backfill up to a depth of 6" above the pipe, taking care not to dislodge the pipe; tamp carefully around the pipe; Fill the remaining trench with multiple compacted layers of select or other backFill not over 8" thick per layer. b) Select Backfill: Provide throughout all areas where piping is installed beneath paving at grade, and up to a height which will serve as subgrade for the paving. Purchase select backfill from a source approved by the Architect. c) Other Backfill: Other backFill may be used in areas other than where select backFill is required. IF such backfill material cannot be stored on -site, provide select backfill. d) Compacting: Compact each layer of backfill individually and place backFill at a moisture condition which will produce maximum density; compact thoroughly and completely to not less than 95e maximum density, using roller or tamping equipment. Density determined by tests per AASHTO T -99 or ASTM D 2922 and D 3017, ASTM D 1557. e) Surplus Earth: Clay materials and other excavated materials not suitable For backfill shall be removed From the site and disposed of. F) Temporary Pumping Equipment: Furnish and maintain, as required, to keep excavations Free of water continuously until backfilling is complete. Disposal of water from excavations shall be to city sewer, through temporary sumps. B. 1. Provide standard ASHRAE rated conditions For all areas. All work to be in compliance with the Washington State Energy Code. - 13 - 2. Scope: a) Production areas #3,'1,5,6,7,8 & 9: Provide new HVAC into these areas. Provide a positive air pressure in those spaces. b) Production areas #33 & 34: Provide new HVAC in these areas. c) Lunchroom #38: Provide new HVAC with Fresh outside air intake, and exhaust Fan. 3. Equipment: a) Office General Electric, Carrier or approved gas/ electric Calternate heat pumps). Verify mounting. 'i. Duct System - rectangular metal insulated to provide adequate supply air distribution. All ducts to be internally lined with 1" high density insulation, attached with glue and rivits. 5. Temperatures: Production Areas #2,3,4,5,6,7,8,9,33 & 34 a) Heating - maintain 72 degrees dry bulb indoor temp. b) Cooling - min. 15 degrees differential from outdoor dry bulb temperature. c) Air Changes - as required by code. 6. Temperatures: Areas 10,11,12,13,1'1,15,16, & 17 a) Modify existing heating system as necessary to maintain a minimum temperature of 49 degrees, and to prevent Freezing of water lines. b) Air changes and ventilation as required by code. 7. Calculations - The Design -Build Contractor shall submit the Following to the Architect: a) Heating and Cooling Loads b) CFM at diffuser locations 8. Thermostats - automatic changeover with locking covers and night setbacks For the central system. C. Ventilation 1. Refrigeration Room #15 - 10'w x 8'h louver through existing concrete wall and 3'x 8' ventilation opening through roof. 2. Compressor Room #14 - Provide a 10 s.f. louver through the wall and 3'x 3' ventilation opening and exhaust Fan through the roof. Verify size of louver and exhaust Fan to maintain proper operation of compressors. DIVISION 16 CONTRACTOR DESIGN 1. General Requirements The intent of this design criteria is to define in general the scope and standards of work For the design and construction of the Electrical requirements outlined in these specifications. - 14 - The Design -Build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include the Following: (include expansion potential in the design) A. Panel and circuit diagrams. B. Load analysis (including electrical heat). C. Fixture cuts. The Design -Build Contractor shall indicate as part oF his proposal the names oF equipment as speciFied that he intends to use as Follows: A. Main switchboard. B. Distribution panels. C. Electrical heaters (IF required). D. Devices and special systems. 2. Scope The requirements of the "Conditions of the Contract" and Division 1 oF these specifications apply to all work of this Division. 3. Design Service The Design -Build Contractor shall provide a set of drawings satisfactory to obtain all necessary permits required by Code. The system shall be designed For the primary functions of the warehouse involved with Future office. 'i. Work Included The work included shall consist of but not limited to the Furnishing of all equipment design, labor materials, and other equipment necessary to execute the Electrical requirements described in the drawings and specifications. The Design -Build Contractor shall arrange and pay for all Fees, permits, and inspections required For the work of this Division. All work and materials shall be in Full accordance with applicable state and local codes and regulations. Avoid cutting any Structural Building members or undermining any Building Footings. All materials and equipment shall be installed as recommended by the manuFacturer. S. Utilities All utilities shall be installed and including Final connections to the building and to all utility services outside of the building line as required by Code. This Contractor shall verify location of service, and to verify adequate utility size. Utility charges are not included. -• 15 - 6. Guarantee The General Contractor and the Design -Build Contractor shall guarantee work of the Division Free From defects or workmanship and materials For a period of 1 year From Substantial Completion of the Work and shall remedy the system of any defects developing during this period Free of charge. Length of Equipment Guarantee as indicated by the manufacturer. 7. Shop Drawings The Design -Build Contractor shall Furnish shop drawings, catalog data, and drawings to the Architect For approval prior to ordering items. 8. Cleaning All Fixtures and equipment shall be clean before installation is accepted. 9. Operating and Maintenance Instructions Furnish three (3) sets of operating and maintenance instructions in binders For all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. As -Built Drawings The Design -Build Contractor shall make an exact record of all utility services buried below slab. Complete and give to the Architect at completion of the project. 11. General Design A. Existing main service verify size. New switch gear to match existing or approved substitute. B. Transformers - provide as required For step down, voltage changes, etc. Relocate existing step down transfer From Hall #2. C. Power and Lighting Distribution - conceal all conduit within the wall Framing and above ceilings with all copper wire. D. Night and Exit Light System - separately circuited systems For night light. Locate as required by code. E. Fixtures: Provide Unit Prices 1. Lunchroom, Storage & Production Rooms 42,3,4,5,6,7,8,9,33 and 34: 3 tube Fluorescent recess mounted 2'x 4', 85 Foot candles - Lithonia or approved. 2. This Contractor to make all Final connections to all Owner supplied equipment. 3. Heating, Ventilating, and Air Conditioning Equipment - this Contractor to make Final connections to all heating, ventilating and air conditioning equipment as required. Verify load requirements with Mechanical Contractor. - 16 - 4. Telephone System - this Contractor to provide and install conduit and wall boxes as required by the Telephone Co. to complete system as shown. S. Receptacles - Bryan, ivory with device plate Cground type). 6. Exhaust Fans - this Contractor to make Final connections to exhaust Fans. 7. Provide dual level light Fixture switching as required by Washington State Energy Code in production areas #3,4,5,6, 7,8,9,33 and 34. 8. This Contractor to coordinate with Puget Power Company and incorporate any of their energy saving plans or programs in the Final design of the lighting and power plans For this Facility. 9. All new devices to be compatible with existing equipment. DIVISION 17 SPRINKLER - CONTRACTOR DESIGN Modify existing wet sprinkler system For these improvements that shall meet all applicable codes, state and local, National, N.F.P.A. 13 and Washington Surveying and Rating Bureau, and Local Fire Department. This Contractor shall obtain and pay For all permits, Fees, licenses, inspections, tests and any hook -up charges as may be required. Design Building sprinklers For ordinary hazard For office area. Piping is to be concealed above suspended ceiling areas, exposed in warehouse with seismic bracing. The Contractor shall provide Full design drawings For installation showing head locations, pipe sizes, runs, source, etc. Submit drawings to Washington Surveying and Rating Bureau and local Fire and Building Departments For approval. In areas of possible Freezing, compressor and refrigeration rooms, dry system or heads are to be used in this design. Provide hose stations as required by code. CITY Of RECEIVED MAR 19 19 i S P E C I F I C A T I O N S (Including Conditions of the Contract) PERMITCENTER Tenant Improvement: Valco Graphics, Inc. Conditions of the Contract 1. General Conditions The American Institute of Architects Standard Form of General Conditions of the contract For Construction, A.I.A. Document A201, latest edition shall Form a part of these specifications with the same Force and affect as if printed herein. A copy of these General Conditions, is available at the office of the Architect. 2. Supplementaru Conditions A. Conflicts In case of conflict between these specifications and the General Conditions, the specifications shall govern. B. Modifications of the General Conditions Par. 3.'±.1. Labor & Materials (add the Following) The General Contractor can use existing water and sewer until substantial completion of the tenant space including gas and electricity. Par. 3.6. Taxes (add the Follow) State Sales Tax will be paid by the General Contractor as a reimbursable expense. Par. 3.7.1. Permits, Fees Licenses (add the Following) The general plan check Fee and building permit Fees will be paid by the Owner. All other permits, Fees and licenses shall be secured and paid by the Contractor. General Contractor shall also secure and pay For building permit. Excluded are any acreage Fees, assesments or other land related charges. Par. 3.12. Shop Drawings Cadd the Following) The Architect will not review any shop drawings which have not been stamped and signed by the Contractors. For specific shop drawings requested, refer to each section. Par. 8.1.1. Time (add the Following) The work shall be commenced on the dated defined in the Construction Contract and substantially completed as defined in the Construction Contract. Par. 9.3.1. Progress Pauments (add the Following) The Owner will make payments to the Contractor on account of the contract For 90: of the value of the work performed and of materials stored as defined in Par. 9.3.2, during the previous month, as estimated by the Architect. Owner will retain 10% of the total construction cost From each draw request until Final completion an acceptance by Owner. . 1 Par. 11.1 Insurance (add the Following) The Contractor shall maintain adequate workman's compensation and employer's liability insurance as decided by law, as well as comprehensive general liability insurance. Provide Owner's name as an additional insured. Also, Contractor shall purchase and maintain builders risk policy issued to Contractor and Owner. The Contractor shall not commence work until such insurance is obtained and approved by the Owner and Architect. Hold Harmless Clause: Work done on the premises or in conjunction with execution of this contract, shall be at the Contractor's risk and the Contractor shall assume any and all liability and shall defend and hold harmless the Owner From any and all claims From any person arising out of the operations of this contract. 3. Special Conditions A. Wording of these Specifications Contractor shall provide all items listed and perform all operations called For, all in accordance with Par. 3.4.1. of the General Conditions, A201, and as modified herein. B. Itemized Schedule of Costs Prepare a complete breakdown of the Contract sum and Furnish to the Architect before the First monthly payment is applied For. Also provide Full list of sub - contractors and major suppliers to Architect. Prior to starting construction. C. Building Codes All construction shall be in accordance with the 1988 Uniform Building Code and all other codes having jurisdiction over the work being performed. D. Prior Use of Occupancu The Owner has the right to use or occupy the building or any part thereof or to use equipment installed under the contract prior to Final acceptance. Such occupancy shall not constitute acceptance of the work. IF Owner moves in, any damage due to move -in and /or substantial completion, assume payment of all utilities. Warehouse will be partially occupied. E. Material Clean -up All contractors shall remove From the premises all surplus material, equipment and debris resulting From each division of the work as it is completed. F. Guarantees Without cost to the Owner, correct all defects and Failures within one (1) year From date of substantial completion or longer per each manufacturers guarantee unless conditions are due to neglect or carelessness of the Owner. DIVISION 1 GENERAL REQUIREMENTS SECTION 1A SUMMARY OF WORK A. Plumbing B. Electrical C. Htg. /Vent /Air Conditioning D. Fire Sprinkler 1A -1 General Scope of Work The work included in the contract consists of all labor and materials required to construct tenant improvements in an existing tilt -up concrete building, all in accordance with these specifications and drawings except items speciFically noted or specified as not in contract (N.I.C.). The work to be covered under this contract will include but not limited to the Following: construction of new interior suspended ceilings and stud walls, lighting, electrical and HVAC additions and revisions, and provide and install all new Finishes. 1A -2 Contracts The work will be performed under a single contract with the General Contractor (Prime Contractor) with major sub- contractors as follows: SECTION 18 TEMPORARY CONSTRUCTION FACILITIES 1, Field Drawings, The General Contractor shall keep the building permit set of drawings and specifications on the job site For use during construction. 2. Barricades and Fences Provide all Fences, barricades and safeguards necessary For the protection of the public and as required by code requirements. SECTION 1C MISC. REDUIREMENTS 1. Maintenance Instructions The Contractor shall Furnish to the Owner, all manuals For instruction of proper care of materials and equipment. 2. As -Built Drawings The Contractor shall provide location drawings to the Owner, of all underground utilities and concealed work as installed on the project. Final payment will be withheld until this is accomplished. 3. Cleaning After substanial completion; the Contractor shall clean, dust and wax, etc. all interior Finishes that require the same. SECTION 1D INSPECTIONS AND TESTS DIVISION 2 SITE WORK - No work required 1. The Contractor shall provide and pay for all inspections and tests as required by local authority. Notify Building Officials at least 2'f hours in advance. 2. Tests will be made by a testing engineering Firm or laboratory selected by the Architect. Costs of all tests shall be paid For by the Contractor. 3. The Contractor shall furnish all samples of materials required to the testing engineer or laboratory in a timely manner. Copies of all test reports shall be furnished to Contractor, Engineer, City, Architect, and Owner. SECTION 2A DEMOLITION 1. Saw cut existing concrete slab as necessary to install electrical and plumbing lines as indicated on the drawings. 2. Coordinate all cuts with existing underground utilities. 3. See SECTION 3 CONCRETE For patching of slab. i. See SECTION 15 MECHANICAL For backfilling of trenches. DIVISION 3 CONCRETE 1. Concrete Strength: Slab on grade 3000 psi minimum strength after 28 days. 2. Concrete Work: Cement shall be Portland Cement conforming to ASTM C150. Aggregate shall conform to ASTM C33. Water shall be potable and Free From substances that may be deleterious to concrete or reinforcement. Concrete shall be conveyed and placed in a manner to insure no separation, segregation, or intrusion of foreign matter. All concrete shall be thoroughly compacted by means of mechanical vibrators. Concrete slabs shall be Finished to produce a smooth hard surface tolerance not to exceed 1/8 inch in loft. Curing compound shall be sprayed on using one gallon per 300 square Feet of surface area. 3. Finishing: Contractor to provide and install one coat of Janco Hard N Seal or approved substitutions on all Floor areas after floor has been completely swept and cleaned and washed. Contractor to verify compatibility of sealers with all Finishes and adhesives. DIVISION Li MASONRY (No work required) 4 DIVISION 5 METALS (Structural and Misc.) 1. General Submit complete shop drawings to the Architect and Building Department, prior to Fabrication. Form steel to accurate sizes and shapes, with sharp lines and angles. Punch connections, grinding exposed welds smooth. Provide holes and connections For work of other trades. Detail For ample strength and stiffness, conceal wherever possible. Galvanizing shall be hot - dip zinc- coating, per ASTM -Al23, applied after Fabrication but before installation. For additional inFormation, refer to structural notes. 2. Grades of Metals (Structural Notes Govern) a. Miscellaneous steel - - ConForm to ASTM A -36 (Fy ° 36000 psi) b. Studs, runners, tracks, channels, and the like: 1. 18 gauge and lighter Framing members to be Formed From steel meeting requirements of referenced ASTM A446, Grade A, or ASTM A570, Grade 33. Provide in widths and dimensions as indicated, made From 33 ksi hot dipped galvanized steel (0.0329 base metal), with 1 -1/4" Flanges, with a return leg bent at 90 degree angle 5/16" long, listed by ICBO For structural design properties. Runners, minimum 1 -1/4" legs. 2. 16, 14, and 12 gauge Framing members Cas applicable) to be Formed From steel meeting requirements of referenced ASTM A446, Grade D, or ASTM A570, Grade 50. Provide in widths and dimensions as indicated, made From SO ksi hot dipped galvanized steel, with 1 -1/4" Flanges. 3. Furring channels Cas applicable): a) 25 gage; hat shaped channel 1 -3/8 inch wide, 7/8 inch deep, unless other depths required; manufactured From hot -dip galvanized steel. 4. Runner, Furring Channels Cas applicable): a) 16 gauge: Cold rolled steel, black painted, 1 -1/2" deep (475 lbs. per M). 5. 2 furring channels, 25 gage x 1 -1/2" depth unless indicated otherwise. ManuFactured with slotted web From hot dip galvanized steel. 6. Top runners of all partitions /gages as noted. 7. Horizontal backing support: unless otherwise indicated, use 16 gage x 4" Flat stock sheet metal between studs. Provide For all wall supported items. 5 8. Fasteners: In accordance with referenced ASTM C1002, and in required lengths and types. 9. Anchorage Devices: a) Interior Framing: Power - driven bolts, or as specifically accepted to transfer design loads. b) Power - driven Fastening devices strictly Forbidden. c) Exterior Framing: Welded assemblies typical. 10. Galvanized Finish: Provide zinc coating to metal Framing componenets complying with ASTM ASES For minimum G 60 coating. 11. Exterior Framing: Vertical slide clip by Inryco. Material to be 12 -gage galvanized steel. Clip permits vertical movement of the structure without transferring vertical loading to the exterior wall. 3. Install all steel per manuFacturers recommendations accepted standard practice and per approved shop drawings. Set all steel plumb and level at proper elevations For Finished product. Provide all necessary accessories, connectors, shoring, etc. that is required. DIVISION 6 CARPENTRY 1. General All materials to be stamped with grade and trademark, and protect from the weather. All wood Framing in contact with concrete to be given heavy coat of wood preservatives. All Framing material to be "Kiln Dried ". 2. Framing (alternate to steel studs) Studs walls to be 2 x '1 or 2 x 6 as indicated on drawings. All Framing material to be "Kiln Dried ". Provide blocking as . required by code and as required For all equipment and wall Finishes. (Verify with Architect). 3. Rough Carpentry Provide all rough carpentry, sheathing, Furring, blocking, roof Framing, mechanical unit supports, roof cants, and similar work necessary to complete the project. Install all rough hardware and misc. items. 't. Materials 2 x '1 stud HF standard or better (Fb = '150 psi) All lumber grades shall conform to WPA Grading Rules For Western Lumber - 1977 Edition. All plywood shall conform to U.S. Product PS -1 -66. 6 DIVISION 7A INSULATION S. Interior Finish Carpentru The Contractor shall provide and install the Following materials as detailed per standard industry practices: Wood window sills, wood trims, casing and door shall be clear birch. SLjS kiln dried, painted. 6. Cabinetru Provide and install all cabinets, countertops, and work surfaces as indicated on the construction drawings. All surfaces, excluding countertops and horizontal work surfaces, are to be constructed of panels Fabricated of thermoset polyester or melamine resin - impregnated web, pressure bonded and thermally Fused to a particle board core as manufactured by Pickering Industries or a preapproved substitution. Provide and install edge trim on all exposed, unfinished edges. Colors to be chosen by Owner and Architect. Submit color samples For approval. All countertops and horizontal work surfaces are to be constructed of 3 /Lj" plywood (Grade A Face) with plastic laminate Finish on exposed tops and edges. Colors to be chosen by Owner and Architect. Submit color samples for approval. 7. Plastic Laminate Contractor to provide and install 1/16" thick high pressure plastic laminate, solid colors, Face edge and back splash as detailed for countertops and wainscot as manufactured by Wilson Art, laminate or approved. Contractor to provide and install in the Following areas all installed in accordance with manufacturer's recommendations. 1. Exterior a. Office walls (including office walls to manufactured/ warehouse) R -11 Foil Faced fiberglass batt. (Rigid R -8 alternate at concrete walls). 2. Ceiling a. R -11 Fiberglass batt with Foil Face. DIVISION 8A DOORS, WINDOWS, GLASS AND HARDWARE SECTION 8A WOOD DOORS Contractor to provide and install solid core birch veneer (see schedule) doors, premium appearance grade, suitable For staining. As manufactured by Simpson, or approved. Rated doors, see schedule. (match existing). SECTION BB FINISH HARDWARE The Contractor to: 1. Provide all Finish hardware For complete work, in accordance with drawings and specifications. (match existing Finishes and manufacturers unless noted otherwise). The Contractor shall be responsible For proper operation and Fitting of hardware in locations specified. The Contractor shall adequately store all finish hardware until installation is made. Exposed surface of hardware shall be covered and well protected during installation, so as to avoid damage to Finishes. Upon being awarded the Finish hardware contract, the Hardware Supplier shall immediately prepare and submit to the Architect, in triplicate a complete schedule of Finish Hardware required herein. Manufacturers Butts Locks and Latchsets Stops Thresholds Closers No other hardware substitutions will be permitted unless approved by the Architect. Keying Replace construction cylinders with Finish cylinders. Provide two keys For each lock. All locks to be Master -Keyed different. (Keying schedule must be approved by the Owner and Architect). Finish Finish of all hardware shall be US 10B. (match existing) Exit Signs and Extinguisher Signs Plastic Face, red and white. SECTION BC GLASS AND GLAZING McKinney - - Lever Handles Cipco - 331 (wall), 306 (Floor) Pemko LCN Smoothes Series 4110 Furnish and install all glass and glazing as shown on drawings and as required to complete project as specified herein. 1. Materials: a. Interior Windows: 1 /'i" polished plate (laminate within 4' of door) insulated (1" thick) clear between production/ manufacturing and Finished spaces. b. Manufactured by Hartung Glass Co. or approved. 2. Tempering: provide tempered glass as required by code. 3. Clean -up: Clean excess putty or compound From glass and surrounding work and clean and polish glass. DIVISION 9 FINISHES SECTION 9A GYPSUM WALLBOARD The Contractor is to Furnish and install all gypsum wallboard as indicated on the drawings and as specified herein, in accordance with Standard Practices and as set Forth in the "Architectural Specification Manual - painting wall covering and gypsum wallboard Finishing ". 1. Materials: a. Wallboard shall be 5/8" thick (type "X" in all Fire rated walls). Waterproof behind plumbing Fixtures. 2. Application: a. Board shall be applied using screw to steel studs. Back block all edge joints. Provide casing bead at all edges where exposed or in contact with door Frames and Finish Flush. b. Apply additional coats of spackle iF necessary to establish a true plane. All Finished work must be without waves irregularities and ready For painting. Smooth Finish - no texturing. c. Metal edge and corner beads at all outside corners, etc. Finish Flush with spackling. SECTION 9B PAINTING The Contractor is to Furnish all labor and materials and equipment For the Painting and Finishing as indicated on the drawings and specifications all in accordance with the "Architectural Specification Manual - painting wall covering and gypsum wall board Finishing ". Wall material shall be new and of highest quality as manufactured by Parker, Kelly Moore, Olympic Stain or approved. Color selection will be Furnished to the Contractor by the Architect. Final coat of paint For both exterior and interior shall not be applied until the colors have been approved by the Architect. 1. Painting - Interior a. Gypsum drywall (see schedule For location) 1 coat of primer (tint to Final color) 2 coats eggshell enamel (2 coats semi -gloss enamel in toilet room) b. Wood doors and trim 1 coat of primer (tint to Final color) 2 coats semi -gloss enamel c. Ferrous metal (Including but not limited to metal doors, jambs, and Fire extinguisher cabinets) 1 coat galvanized metal primer 2 coats industrial semi -gloss enamel SECTION 9C VINYL COMPOSITE TILE V.C.T. The Contractor to provide and install 1/8" Excelon V.C.T. as manufactured by Armstrong or approved. Color to be selected by Architect. Clean up and wax C2 coats). SECTION 9D RUBBER BASE Base to be 'I" high as manufactured by Roppe. Cove For vct, Flat for carpet. SECTION SE PLASTIC LAMINATE The Contractor shall provide and install plastic laminate, on all cabinets, countertops, and work surfaces as manufactured by Wilson - Art or pre - approved substitute. Submit samples For selection. SECTION 9F SUSPENDED CEILING The Contractor is to: 1. Provide and install 2'x 4' suspended acoustical ceiling with 1 -1/2" main and intermediate runners exposed grid, with standard wall angles, etc. in Flat white finish. Provide shop drawings of layout. Install with wires 4' -0" o.c. #9 wire. Provide additional wires at mechanical and electrical Fixtures and designed For seismic bracing. All hangers must be secured to roof purlins - not stiffners. Provide seismic connections as required - submit detail. 2. Acoustical tile to be Armstrong mineral Fiber 2'x 4' Fissured. DIVISION 10 SPECIALITIES - No Work Required DIVISION 15 MECHANICAL - CONTRACTOR DESIGN 1. General Requirements The intent of this design criteria is to define in general the scope and standards of work For the design and construction of the Mechanical requirements outlined in these specifications. The Design -Build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include one or all of the following (include expansion potential in design): A. Plumbing B. Heating and Air Conditioning C. Ventilation - 10 - The Design -Build Contractor shall indicate as part of his proposal, the names of equipment as specified that he intends to use as Follows: A. Plumbing 1. Fixtures and Faucets B. Heating and Air Conditioning 1. Roof mounted units - gas /electric C. Ventilation 1. Exhaust Fans and louvres for the refrigeration room and the compressor room. 2. Lunchroom exhaust Fan. 2. Scope The requirements of the "Conditions of the Contract" and of Div. 1 of these specifications apply to all work of the Division. 3. Design Service The Design -Build Contractor shall provide a set of drawings satisfactorily to obtain all necessary permits, required by Code. The system shall be designed For the primary functions of the printing Facility, printing preparation, and associated offices. All new design elements For all mechanical systems are to be coordinated with existing systems. Existing Facilities and systems are to be examined by the Contractor and either incorporate or modify as necessary. 4. Work Included The work included shall consist of but not be limited to the Furnishing of all equipment, design, labor, materials and other equipment necessary to execute the Mechanical requirements described in the drawings and specifications. This Contractor is to arrange and pay For all Fees, permits, and inspections required For the work of this Division. All work and materials shall be in Full accordance with applicable State and Local Code and Regulations. Avoid cutting any Structural Building members or undermining any building Footings. All materials and equipment shall be installed as recommended by the manufacturers. 5. Utilities All utilities shall be installed and including Final connections to building. This Contractor to verify adequate utility sizes for factors involved. 6. The General Contractor and the Design -Build Contractor shall guarantee work of this Division Free from defects of workmanship and materials For a period if 1 year From Substantial Completion of the work. Remedy the system of any defects developing during this period, Free of charge. Length of Equipment Guarantee is indicated by the Manufacturer. 7. Shop Drawings The Design -Build Contractor shall Furnish shop drawings, catalog data, and drawings to the Architect For approval prior to order the items. 8. Cleaning Pipes, ducts, Fixtures, and equipment shall be clean before installation is accepted. 9. Operating and Maintenance Instructions Furnish 3 sets of operating and maintenance instructions in binders For all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. As -Built Drawings The Design -Build Contractor shall make a record set of all utility lines, tees, and all items buried below slab. Complete and give to the Architect at completion of project. 11. General A. Plumbing: 1. Waste: to be cast -iron or plastic tied to existing main sewer line. Clean outs to be flush floor with bronze cover or wall with cover. 2. Supply: all piping to be copper, type L above ground, solder joints. Insulate hot water lines above slab, pre - molded glass -Fiber insulation 3/4" thick (sink waste also). 3. Plumbing Fixtures: a) Install Owner supplied, prep sink and two silver separators and mixing valves. b) Make water supply and waste line connections to five owner supplied Film processors. c) Provide and install a refrigerated, wall mounted drinking Fountain as manufactured by Elkay. Fountain to meet all Washington State Barrier Free Codes. 4. Location of Existing Utilities: a) Prior to machine trenching, Furnish and use an electronic pipe line Finder over the entire length of trench to locate existing conduits, pipes, etc. b) Locate by hand shovel digging all intersecting utilities and connections shown and those located by the pipe line Finder; protect during trenching. - 12 - - 13 - 5. Repair of Damages to Existing Utilities: a) Exact location of existing underground utilities are unknown. b) The Contractor shall restore any underground utilities damaged in excavations, both temporarily and permanently, as required, without any additional cost to the Owner. 6. Bedding: a) All pipe shall be installed in gravel backfill For pipe bedding. Bedding material shall be 'i" thick and shall support the bottom 180 degree of the piping. Shape Final grading of trench bottom to Fit the pipe. b) Bedding gravel to be clean, washed, and graded gravel per "Gravel Backfill For Pipe Bedding, Section 9 -03.12 (3), State of Washington Standard Specifications For Road and Bridge Construction. 7. BackFilling For Piping: a) General: As soon as piping joints have been tested and inspected, Fill around pipe with gravel backfill up to a depth oF 6" above the pipe, taking care not to dislodge the pipe; tamp carefully around the pipe; fill the remaining trench with multiple compacted layers of select or other backfill not over 8" thick per layer. b) Select Backfill: Provide throughout all areas where piping is installed beneath paving at grade, and up to a height which will serve as subgrade For the paving. Purchase select backfill From a source approved by the Architect. c) Other Backfill: Other backfill may be used in areas other than where select backfill is required. IF such backfill material cannot be stored on -site, provide select backfill. d) Compacting: Compact each layer oF backfill individually and place backfill at a moisture condition which will produce maximum density; compact thoroughly and completely to not less than 95: maximum density, using roller or tamping equipment. Density determined by tests per AASHTO T -99 or ASTM D 2922 and D 3017, ASTM D 1557. e) Surplus Earth: Clay materials and other excavated materials not suitable For backfill shall be removed From the site and disposed of. F) Temporary Pumping Equipment: Furnish and maintain, as required, to keep excavations Free of water continuously until backfilling is complete. Disposal of water From excavations shall be to city sewer, through temporary sumps. B. 1. Provide standard ASHRAE rated conditions For all areas. All work to be in compliance with the Washington State Energy Code. 2. Scope: a) Production areas #3,'t,5,6,7,8 & 9: Provide new HVAC into these areas. Provide a positive air pressure in those spaces. b) Production areas #33 & 3-t: Provide new HVAC in these areas. c) Lunchroom #38: Provide new HVAC with Fresh outside air intake, and exhaust Fan. 3. Equipment: a) OFfice General Electric, Carrier or approved gas/ electric Calternate heat pumps). Verify mounting. 'i. Duct System - rectangular metal insulated to provide adequate supply air distribution. All ducts to be internally lined with 1" high density insulation, attached with glue and rivits. 5. Temperatures: Production Areas #2,3,'t,5,6,7,8,9,33 & 3't a) Heating - maintain 72 degrees dry bulb indoor temp. b) Cooling - min. 15 degrees diFferential from outdoor dry bulb temperature. c) Air Changes - as required by code. 6. Temperatures: Areas 10,11,12,13,1'i,15,16, & 17 a) Modify existing heating system as necessary to maintain a minimum temperature of ,'19 degrees and to prevent Freezing of water lines. b) Air changes and ventilation as required by code. 7. Calculations - The Design -Build Contractor shall submit the Following to the Architect: a) Heating and Cooling Loads b) CFM at diFFuser locations 8. Thermostats - automatic changeover with locking covers and night setbacks For the central system. C. Ventilation 1. Refrigeration Room #15 - 10'w x 8'h louver through existing concrete wall and 3'x 8' ventilation opening through rooF. 2. Compressor Room #1'1 - Provide a 10 s.F. louver through the wall and 3'x 3' ventilation opening and exhaust Fan through the roof. Verify size of louver and exhaust Fan to maintain proper operation of compressors. DIVISION 16 CONTRACTOR DESIGN 1. General Requirements The intent of this design criteria is to define in general the scope and standards of work For the design and construction of the Electrical requirements outlined in these speciFications. - 14 - The Design -Build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include the Following: (include expansion potential in the design) A. Panel and circuit diagrams. B. Load analysis (including electrical heat). C. Fixture cuts. The Design -Build Contractor shall indicate as part of his proposal the names of equipment as specified that he intends to use as Follows: A. Main switchboard. B. Distribution panels. C. Electrical heaters (iF required). D. Devices and special systems. 2. Scope The requirements of the "Conditions of the Contract" and Division 1 of these specifications apply to all work of this Division. 3. Design Service The Design -Build Contractor shall provide a set of drawings satisfactory to obtain all necessary permits required by Code. The system shall be designed For the primary functions of the warehouse involved with Future office. 'l. Work Included The work included shall consist of but not limited to the furnishing of all equipment design, labor materials, and other equipment necessary to execute the Electrical requirements described in the drawings and specifications. The Design -Build Contractor shall arrange and pay For all Fees, permits, and inspections required For the work of this Division. All work and materials shall be in Full accordance with applicable state and local codes and regulations. Avoid cutting any Structural Building members or undermining any Building Footings. All materials and equipment shall be installed as recommended by the manufacturer. 5. Utilities All utilities shall be installed and including Final connections to the building and to all utility services outside of the building line as required by Code. This Contractor shall verify location of service, and to verify adequate utility size. Utility charges are not included. - 15 - 6. Guarantee The General Contractor and the Design -Build Contractor shall guarantee work of the Division Free From defects or workmanship and materials For a period of 1 year From Substantial Completion of the Work and shall remedy the system of any defects developing during this period Free of charge. Length of Equipment Guarantee as indicated by the manufacturer. 7. Shop Drawings The Design -Build Contractor shall Furnish shop drawings, catalog data, and drawings to the Architect For approval prior to ordering items. B. Cleaning All Fixtures and equipment shall be clean before installation is accepted. S. Operating and Maintenance Instructions Furnish three (3) sets of operating and maintenance instructions in binders For all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. As -Built Drawings The Design -Build Contractor shall make an exact record of all utility services buried below slab. Complete and give to the Architect at completion of the project. 11. General Design A. Existing main service verify size. New switch gear to match existing or approved substitute. B. Transformers - provide as required For step down, voltage changes, etc. Relocate existing step down transfer From Hall #2. C. Power and Lighting Distribution - conceal all conduit within the wall Framing and above ceilings with all copper wire. D. Night and Exit Light System - separately circuited systems For night light. Locate as required by code. E. Fixtures: Provide Unit Prices 1. Lunchroom, Storage & Production Rooms #2,3, and 3 3 tube Fluorescent recess mounted 2'x 4 1', BS Foot candles - Lithonia or approved. 2. This Contractor to make all Final connections to all Owner supplied equipment. 3. Heating, Ventilating, and Air Conditioning Equipment - this Contractor to make Final connections to all heating, ventilating and air conditioning equipment as required. Verify load requirements with Mechanical Contractor. - 16 - 4. Telephone System - this Contractor to provide and install conduit and wall boxes as required by the Telephone Co. to complete system as shown. S. Receptacles - Bryan, ivory with device plate (ground type). 6. Exhaust Fans - this Contractor to make Final connections to exhaust Fans. 7. Provide dual level light Fixture switching as required by Washington State Energy Code in production areas #3,4,5,6, 7,8,9,33 and 34. 8. This Contractor to coordinate with Puget Power Company and incorporate any oF their energy saving plans or programs in the Final design of the lighting and power plans For this Facility. 9. All new devices to be compatible with existing equipment. DIVISION 17 SPRINKLER - CONTRACTOR DESIGN Modify existing wet sprinkler system For these improvements that shall meet all applicable codes, state and local, National, N.F.P.A. 13 and Washington Surveying and Rating Bureau, and Local Fire Department. This Contractor shall obtain and pay For all permits, Fees, licenses, inspections, tests and any hook -up charges as may be required. Design Building sprinklers For ordinary hazard For oFFice area. Piping is to be concealed above suspended ceiling areas, exposed in warehouse with seismic bracing. The Contractor shall provide Full design drawings For installation showing head locations, pipe sizes, runs, source, etc. Submit drawings to Washington Surveying and Rating Bureau and local Fire and Building Departments For approval. In areas oF possible Freezing, compressor and refrigeration rooms, dry system or heads are to be used in this design. Provide hose stations as required by code. VALCO GRAPHICS INC. 3'04 'rye3trrr Avert " $f 3 t e WA 98 2 t no 2$d 1;53 Mr. Vernon Umetau Associate Planner City of Tukwila 6200 Southcenter Boulevard Tukwila WA 98188 Dear Mr. Umetau, You will recall that approximately one year ago we contacted you regarding the Allpak building located at 480 Andover Park East. We had an interest in purchasing the building for the purpose of relocating our printing business, Valco Graphics. The Allpak building was overbuilt relative to the parking that served the building and a condition of our proceeding with the purchase was a clear understanding that we would not be denied occupancy for reason of the parking problem. In a letter from you dated 2/1/90 we were given the assurance we requested including authorization to create a "Preparation Area" where we would be engaged in the making of film negatives, film assembly and the manufacturing of printing plates. Currently, we plan to occupy this building sometime early this summer. Prior to occupancy, we must construct this "Preparation Area" which has been designed by David Kahle Architects. The activities to be conducted in this department are purely manufacturing by nature. The area will be populated with 5 or 6 people per shift engaged in traditional craft resident to litho film preparation. The area we have designated to place this department is presently classified as manufacturing /warehouse and we intend to use it for the same purpose. The nature of film preparation demands a "clean" environment absent of dust and foreign material in the air. Hence, the room must have climate control capability. We will not use this apace for the traditional "office" functions of our business now or in the future. It is to be dedicated to the manufacture of our products. I trust this explains the situation and clears the way for the necessary permits. BAW:ki PIAm() !v.4r IM1 PERMIT CENTER March 18, 1991 Sincerely, Bruce A. Walker President RECEIVED CITY OFTt IKWILA MAR 1 9 199i r R�CEIVCD l CITY OF TI IKWItA MATERIAL SAFETY DATA SHEE'" 1 6 Wi PERMIT CENTER IPA MSDSU 041111701 RDE N 83060 CUSTOMER: VALCO GRAPHICS, INC., 3104 WESTERN AVE., SEATTLE, WA, 98 121 HAZARD RATINGS / EMERGENCY (4 = EXTREME) * HEALTH: HIGH (3) * FIRE: HIGH (3) * 24 HOUR EMERGENCY ASSISTANCE :` SHELL 713 - 473 -9461 CHF.MTREC 800 - 424 -9300 CHEMICAL; SYNONYMS:; IPA, ISOPROPANOL, PROPANOL -2 CHEMICAL:FAMILY: ALCOHOL SHELL :CODE: 31110 CAS:. NUMBER: 67 -63 -0 INGREDIENT COMPOSITION 100% - ISOPROPYL ALCOHOL (ORAL LD5O LC50 (RAT) . 12000 PPM (8 HOURS)) (RAT) - 5840 MG /KG DERMAL LD50 (RABBIT) - 13000 MG /KG INHALATION HEALTH INFORMATION THE HEALTH EFFECTS NOTED BELOW ARE CONSISTENT WITH REQUIREMENTS UNDER THE OSHA HAZARD COMMUNICATION STANDARD (29 CFR 1910.1200). EYE CONTACT: MODERATELY IRRITATING TO THE EYES. SKIN CONTACT: MILDLY IRRITATING TO THE SKIN. INHALATION: MAY CAUSE MILD IRRITATION TO THE NOSE, THROAT AND RESPIRATORY TRACT AND MAY RESULT IN CENTRAL NERVOUS SYSTEM (CNS) DEPRESSION. INGESTION: GENERALLY CONSIDERED TO HAVE A LOW ORDER OF ACUTE ORAL TOXICITY. SIGNS AND SYMPTOMS: IRRITATION AS NOTED ABOVE. EARLY TO MODERATE CNS DEPRESSION MAY BE EVIDENCED BY GIDDINESS. HEADACHE, DIZZINESS, AND NAUSEA. AGGRAVATED MEDICAL CONDITIONS: PREEXISTING SKIN, EYE AND RESPIRATORY DISORDERS MAY BE AGGRAVATED BY EXPOSURE TO IPA. OCCUPATIONAL EXPOSURE LIMITS OSHA —PEL /TWA - 400PPM ACGIH —TLV /TWA - 400PPM — TLV /STEL - 500PPM 50% ODOR RECOGNITION THRESHOLD IS 7.5 PPM. EMERGENCY AND FIRST AID PROCEDURES INHALATION: REMOVE VICTIM TO FRESH AIR AND PROVIDE OXYGEN IF BREATHING IS DIFFICULT. GET MEDICAL ATTENTION. EYE „CONTACT ; ;;IMMEDIATELY FLUSH EYES WITH PLENTY OF WATER FOR AT LEAST 15 MINUTES WHILE HOLDING EYELIDS OPEN. GET MEDICAL ATTENTION. SKIN CONTACT:) FLUSH SKIN WITH WATER. IF IRRITATION OCCURS. GET MEDICAL ATTENTION. INGESTION: DO NOT GIVE LIQUIDS IF VICTIM IS UNCONSCIOUS OR VERY DROWSY. OTHERWISE. GIVE NO MORE THAN 2 GLASSES OF WATER AND INDUCE VOMITING BY GIVING 30CC (2 TABLESPOONS) SYRUP OF IPECAC.* IF IPECAC IS UNAVAILABLE, GIVE 2 GLASSES OF WATER AND INDUCE VOMITING BY TOUCHING FINGER TO BACK OF VICTIM'S THROAT. KEEP VICTIM'S HEAD BELOW HIPS WHILE VOMITING. GET MEDICAL ATTENTION. *NOTE TO THE PHYSCIAN: IF VICTIM IS A CHILD, GIVE NOT MORE THAN 1 GLASS OF WATER AND 15CC (1 TABLESPOON) SYRUP OF IPECAC IF SYMPTOMS SUCH AS LOSS OF GAG REFLEX, CONVULSIONS OR UNCONSCIOUSNESS OCCUR BEFORE EMESIS, GASTRIC LAVAGE SHOULD BE CONSIDERED FOLLOWING INTUBATION WITH A CUFFED ENDOTRACHEAL TUBE. PHYSICAL DATA BOILING' POINT;; (DEGREES F ; ) .. : 180 MELTING' POINT ;(DEGREES °F ;) ! -127 SPECIFIC GRAVITYA1120 -1.0) s? 0.79 ?k, VOLATILE BY .VOLUME: i NOT AVAILABLE SOLUBITITY IN WATER :' COMPLETE EVAPORATION, BATE;(BUTYL , -i. )'i i 1.4 VAPOR( PRESSURE;'(MM MERCURY);! 33 @ 68 DEG F VAPOR DLNSITY;(AIR- 1.0) :,' 2.1 APPEARANCE 'AND;; ODOR:' COLORLESS, MOBILE LIQUID. MILD ODOR. FIRE AND EXPLOSION HAZARDS FLASH POINT AND METHOD USED:, 53 DEG F (TCC) FLAMMABLE : LIMITS, ' / :INAIR :, UPPER: 2, LOWER: 12 EXTINGUISHING MEDIA: USE WATER FOG, "ALCOHOL" FOAM. DRY CHEMICAL OR CO2. SPECIALPIRE,FIGHTING PROCEDURES: WARNING. FLAMMABLE. CLEAR FIRE AREA OF UNPROTECTED PERSONNEL. DO NOT ENTER CONFINED FIRE SPACE WITHOUT FULL BUNKER GEAR (HELMET WITH FACE SHIELD. BUNKER COATS, GLOVES AND RUBBER BOOTS), INCLUDING A POSITIVE PRESSURE NIOSH APPROVED SELF - CONTAINED BREATHING APPARATUS. COOL FIRE EXPOSED CONTAINERS. UNUSUAL FIRE AND EXPLOSION HAZARDS: CONTAINERS EXPOSED TO INTENSE HEAT FROM FIRES SHOULD BE COOLED WITH WATER TO PREVENT VAPOR PRESSURE BUILDUP WHICH COULD RESULT IN CONTAINER RUPTURE. CONTAINER AREAS EXPOSED TO DIRECT FLAME CONTACT SHOULD BE COOLED WITH LARGE QUANTITIES OF WATER AS NEEDED TO PREVENT WEAKENING OF CONTAINER STRUCTURE. REACTIVITY STABILITY: STABLE HAZARDOUS POLYMERIZATION: WILL NOT OCCUR CONDITIONS AND MATERIALS TO AVOID AVOID HEAT. SPARKS. FLAME AND CONTACT WITH STRONG OXIDIZING AGENTS. DO NOT STORE OR HANDLE IN ALUMINUM EQUIPMENT AT TEMPERATURES ABOVE 120 DEG P. HAZARDOUS DECOMPOSITION .PRODUCTS1;CARBON MONOXIDE AND UNIDENTIFIED ORGANIC COMPOUNDS MAY BE FORMED DURING COMBUSTION. EMPLOYEE PROTECTION RESPIRATORY PROTECTION: IF EXPOSURE MAY OR DOES EXCEED OCCUPATIONAL EXPOSURE LIMITS (SEC. 4) USE A NIOSH - APPROVED RESPIRATOR TO PREVENT OVEREXPOSURE. IN ACCORD WITH 29 CFR 1910.134 USE EITHER AN ATMOSPHERE— SUPPLYING RESPIRATOR OR AIR - PURIFYING RESPIRATOR FOR ORGANIC VAPORS. PROTECTIVE ;CLOTHING :; AVOID CONTACT WITH EYES. WEAR CHEMICAL GOGGLES IF THERE IS LIKELIHOOD OF CONTACT WITH EYES. AVOID PROLONGED OR REPEATED CONTACT WITH SKIN. WEAR CHEMCIAL- RESISTANT GLOVES AND OTHER CLOTHING AS REQUIRED TO MINIMIZE CONTACT. TEST DATA FROM PUBLISHED LITERATURE AND /OR GLOVE AND CLOTHING MANUFACTURERS INDICATE MATERIAL SAFETY DATA SHEET IPA MSDS# 041111701 121 k 83060 CUSTOMER: VALCO GRAPHICS, INC. , 3104 WESTERN AVE. , SEATTLE, WA, 98 THE BEST PROTECTION IS PROVIDED BY NITRILE, NEOPRENE AND NATURAL RUBBER GLOVES. ADDITIONAL PROTECTIVE MEASURES:: USE EXPLOSION-PROOF. VENTILATION AS REQUIRED TO CONTROL VAPOR CONCENTRATIONS. EYE WASH FOUNTAINS AND SAFETY SHOWERS SHOULD BE AVAILABLE FOR EMERGENCY USE. ENVIRONMENTAL PROTECTION SPILL "ORtEAK'PROCEDURES WARNING. FLAMMABLE. ELIMINATE ALL IGNITION SOURCES. HANDLING EQUIPMENT MUST BE GROUNDED TO PREVENT SPARKING. LARGE SPILLS: EVACUATE THE HAZARD AREA OF UNPROTECTED PERSONNEL. WEAR APPROPRIATE RESPIRATOR AND PROTECTIVE CLOTHING. SHUT OFF SOURCE OF. LEAK ONLY IF SAFE TO DO SO. DIKE AND CONTAIN. IF VAPOR CLOUD FORMS, WATER FOG MAY BE USED TO SUPPRESS: CONTAIN RUN -OFF. REMOVE WITH VACUUM TRUCKS OR PUMP TO STORAGE /SALVAGE VESSELS. SOAK UP RESIDUE WITH AN ABSORBENT SUCH AS CLAY, SAND OR OTHER SUITABLE MATERIAL: PLACE IN NON- LEAKING CONTAINERS FOR PROPER DISPOSAL. FLUSH AREA WITH WATER TO REMOVE TRACE RESIDUE: DISPOSE OF FLUSH SOLUTIONS AS ABOVE. SMALL SPILLS: TAKE UP WITH ABSORBENT MATERIAL AND PLACE IN NON- LEAKING CONTAINERS; SEAL TIGHTLY FOR PROPER DISPOSAL. NASTE' :, UNDER EPA -RACA (40 CFR 261.21), IF THIS PRODUCT BECOMES A WASTE MATERIAL, IT WOULD BE IGNITABLE HAZARDOUS WASTE. HAZARDOUS WASTE NUMBER DO01. REFER TO LATEST EPA OR STATE REGULATIONS REGARDING PROPER DISPOSAL. ENVIRONMENTAL; EAZARDS; SPECIAL PRECAUTIONS KEEP KIQUID AND VAPOR AWAY FROM HEAT, SPARKS AND FLAME. SURFACES THAT ARE SUFFICIENTLY HOT MAY IGNITE EVEN LIQUID PRODUCT IN THE ABSENCE OF SPARKS OR FLAME. EXTINGUISH PILOT LIGHTS, CIGARETTES AND TURN OFF OTHER SOURCES OF IGNITION PRIOR TO USE AND UNTIL ALL VAPORS ARE GONE. VAPORS MAY ACCUMULATE AND TRAVEL TO IGNITION SOURCES DISTANT FROM THE HANDLING SITE: FLASH -FIRE CAN RESULT. KEEP CONTAINERS CLOSED WHEN NOT IN USE. USE WITH ADEQUATE VENTILATION. CONTAINERS, EVEN THOSE THAT HAVE BEEN EMPTIED, CAN CONTAIN EXPLOSIVE VAPORS. DO NOT CUT, DRILL, GRIND, WELD OR PERFORM SIMILAR OPERATIONS ON OR NEAR CONTAINERS. STATIC ELECTIRCITY MAY ACCUMULATE AND CREATE A FIRE HAZARD. GROUND FIXED EQUIPMENT. BOND AND GROUND TRANSFER CONTAINERS AND EQUIPMENT. WASH WITH SOAP AND WATER BEFORE EATING, DRINKING, SMOKING OR USING TOILET FACILITIES. LAUNDER CONTAMINATED CLOTHING BEFORE REUSE. DO NOT STORE OR HANDLE IN ALUMINUM EQUIPMENT AT TEMPERATURES ABOVE 120 DEG F. TRANSPORTATION REQUIREMENTS D' O T!. CEJ SSIPXCATIQN( );) FLAMMABLE LIQUID D:13 T ti°µ' I ROPER ";SPAPPZNG ;YJAME ;' ISOPROPANOL p!HERI; REQUIPE ,�..NT. S DOT ID NUMBER - UN 1219 - GUIDE SHEET 26 OTHER REGULATORY CONTROLS THIS PRODUCT IS LISTED ON THE EPA /TSCA INVENTORY OF CHEMICAL SUBSTANCES. THE INFORMATION CONTAINED HEREIN IS BASED ON THE DATA AVAILABLE TO US AND IS BELIEVED TO BE CORRECT. HOWEVER, SHELL MAKES NO WARRANTY, EXPRESSED OR IMPLIED REGARDING THE ACCURACY OF THESE DATA OR THE RESULTS TO BE OBTAINED FROM THE USE THEREOF. SHELL ASSUMES NO RESPONSIBILITY FOR INJURY FROM THE USE OF THE PRODUCT DESCRIBED HEREIN. DATE PREPARED: SEPTEMBER 15, 1986 LILYBLAD PETROLEUM, INC., 2244 PORT OF TACOMA RD., TACOMA, WA 98421 RLD SECTION IV - FIRE AND EXPLOSION HAZARD DATA SECTION II • HAZARDOUS INGREDIENTS 'FLAMMABLE LIMITS PAINTS, PRESERVATIVES, & SOLVENTS % (Unlli ALLOYS AND METALLIC COATINGS EXTINGUISHING MEDIA Alcohol foam or carbon dioxide or dry chemical. % (Vn PIGMENTS UNUSUAL FIRE AND EXPLOSION HAZARDS Material is highly - ••. ..I• • • II . - • • • ••a .• • a by pilot lights, other flames, sparks, heaters, smoking, electric motors, static SOLUBILITY IN WATER BASE METAL APPEARANCE AND ODOR CATALYST ALLOYS VEHICLE METALLIC COATINGS SOLVENTS FILLER METAL PLUS COATING OR CORE FLUX ADDITIVES OTHERS OTHERS HAZARDOUS MIXTURES OF OTHER LIQUIDS, SOLIDS, OR GASES S TLV (Units) Thinner 225 31.4% 375 TLV Acetone 27.4 750 Methanol 1.6 200 Toluene . 185 100 X lene 2 ii SECTION IV - FIRE AND EXPLOSION HAZARD DATA FLASH POINT (Method used) Z .4 'FLAMMABLE LIMITS I 1 I. I °U•1 4 6 VAPOR PRESSURE (mm He.) _ EXTINGUISHING MEDIA Alcohol foam or carbon dioxide or dry chemical. SPECIAL FIRE FIGHTING PROCEDURES 1 - . - — • • . IS • • • . :00. . !'a . . • • G - • • - =-■ • • -. demand or other p ositive pressure mode when fighting fires. volatile and readily gives off • • - .. a G. UNUSUAL FIRE AND EXPLOSION HAZARDS Material is highly - ••. ..I• • • II . - • • • ••a .• • a by pilot lights, other flames, sparks, heaters, smoking, electric motors, static SECTION III • PHYSICAL DATA BOILING POINT ( 107 SPECIFIC GRAVITY (H203 .82 VAPOR PRESSURE (mm He.) 186 BY VOLUME ( TIC % 100 VAPOR DENSITY (AI Rol) 3.0 EVAPORATION RATE ( a1) .6 SOLUBILITY IN WATER Partial APPEARANCE AND ODOR R *ITY OF TUKWILP c- PERMIT CENTER U.S. DEPARTMENT OF LAB( Occupational Safety and Health Administration MATERIAL SAFETY DATA SHEET Required under USDL Safety and Health Regulations for Ship Repairing, Shipbuilding, and Shipbreaking (29 CFR 1915, 1916, 1917) Form Approved OMB No. 44.R3337 PA G Ege, or other ignition sources at locations distant from material handling point (Continued on mane side) Form OSF Nev. May 72 SECTION I MANUFACTURER'S NAME :Ilk II La.: /Y EMERGENCY TELEPHONE NO. 505 -- ?RR -5284 s►O a;: • PRTF.S 'FY OIL & (�ti�'.M>CAT, M. INC _ I ADDRESS (Number, Street, City, State, and ZIP C ade) • • ► :a.UY.I O. : /:ILI I • a CHEMICAL NAME AND SYNONYMS tVay't' Bt, m TRADE NAME AND SYNONYMS SOLVENT 41 HE CMICAL AMILY 1 FORMULA R *ITY OF TUKWILP c- PERMIT CENTER U.S. DEPARTMENT OF LAB( Occupational Safety and Health Administration MATERIAL SAFETY DATA SHEET Required under USDL Safety and Health Regulations for Ship Repairing, Shipbuilding, and Shipbreaking (29 CFR 1915, 1916, 1917) Form Approved OMB No. 44.R3337 PA G Ege, or other ignition sources at locations distant from material handling point (Continued on mane side) Form OSF Nev. May 72 SECTION VI . REACTIVITY DATA STABILITY UNSTABLE • CONDITIONS TO AVOID STABLE X - INCOMPATABILITY ( ateria HAZARDOUS DECOMPO"STTION s to avol•) Avoid contact with strong oxidizing agents, strong PRODUCTS HAZARDOUS POLYMERIZATION MAY OCCUR CONDITIONS TO AVOID WILL NOT OCCUR x SECTION VIII - SPECIAL PROTECTION INFORMATION T ^ESHOLD LIMIT VALUE See Ingredients, suggested 100 RESPIRATORY PROTECTION (Specify type) A1r supplied respirator or other NIOSH/MSHA rPcpiratnrs as a by OSUA • VENTILATION L OCCAAL EXHAUST Provide sufficient mechanicaf - ••••. - •• • Y to maintain accordance with local, state and federal regulations. _ MECHANICAL (General OTHER PROTECTIVE GLOVES N, r •o. .0.s• ,- • - r •.: EYE PROTECTION emica sp as gogg es Saf- _1- - .: en :.• • 0.'l.: OTHER PROTECTIVE EQUIPMENT • preven repeate• or pro ong -. in contact, wear imnf rvintis nlnthiro rd��c �- SECTION IX - SPECIAL PRECAUTIONS T ^ESHOLD LIMIT VALUE See Ingredients, suggested 100 PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING uonzainers o • . . • 'J• - • :AIM G. • - x411• C• 450 _ • - - - precautions must be observed. • • • ria may • .. . - accordance with local, state and federal regulations. OTHER PRECAUTIONS Overexposure to material has apparently been found to cause the • •.. . - - • _ • • . r . • u +. • . - • .. - - .. -.- .. . SECTION V - HEALTH HAZARD DATA T ^ESHOLD LIMIT VALUE See Ingredients, suggested 100 EFFECTS OF OVEREXPOSURE Eyes - Causes irritation, redness, tearing. Skin - Can taus' slight irritation. Breathing - excessive inhalation of vapors can cause nasal irritation • N •- -....- to - .: -. • -. .- .• . • - 10 -•, • 1 - S EMERGENCY AND FIRST AID PROCEDURES and even asphyxiation. Swallowing - Can cause :,: • a --a ' a : ' : •• a: -. •u .• :•• • . •-. ., _ , .r•_ -hl wash exposed area with soap and water. Remove contaminated clothing before re -use. If in uy>r5, flu5ir with la.i 6a arnotn tz of water. If swallowed, glasses of water and induce vomiting. If breathed, remove individual to fresh air. SECTION VII - SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED Shall spill: Absorb liquid on pape vermiculite, floor absorbent, or other absorbent material_pnd transfer to hood. Large Spill: Eliminate all is ition sources. Persons not wearing •rotective ce •a. -• •• • a.- . • .• •11 . • -1• . -..- 1• O. .,:.. -. •..M - - o• spi a source, .0 e area o spi to prevent spre- • ng, pump iqui• o sa ‘ . .. :z... • .• a a 11. •.- -• 1• •. :.. .• • •• .. -.• . -• WASTE DISPOSALMET'OD `1 11 spill: A llow volatile portion to evaporate in hood. 'llaw , -, ..- • r ....Ir • MIME - - - ..•.... • •... . It •• -- • :..1. • ma eria in actor• -.ce wit app is -• a regu ations. Large spi 1 by liquid incineration. Contaminated absorbent may be deposited in landfill in accordance with local, state and federal regulations. reathin stony give artificial respiration - Get me ica a en ion. PAGE (2) *U.S. G.P.O. 19e3- 3E1•271f238C Form OSHA -20 Rev. May 72 24 HOUR EMERGENCY ASSISTANCE GENERAL MSDS ASSISTANCE BE SAFE MAD OUR PwooUC'T $Aflt? PWORMATION U Pest rt oa �, Iy l *41 /1 w Mouws n1 SHELL: 713 -473 -9461 CHEMTREC: 800 - 424 -9300 SHELL 7'13- 241 -4819 ACUTE HEAL TM • I C2 3 `+� FIRE 1 REACTIVITY 0 HAZARD RATING ® LEAST • 0 SLIGHT • 1 MODERATE • HIGH • 2 EXTREME 1 • *For acute and chronic health effects refer to the discussion in Section III SECTION I NAME PRODUCT , SHELL TURBO(R) OIL AS 70 ' • CHEMICAL ■ MIXTURE (SEE SECTION II -A) NAME CHEMICAL L PETROLEUM HYDROCARBON; TURBINE OIL FAMILY Pr SHELL CODE b 65603 / • RECEIVED ( . ITY OF TUKWILA Shell APR 1 6 MATER I AL SAFETY DATA BEET PERMITCENTER SECTION II -A NO. P SHELL TURBO OIL an' 1 SOL. REF., HYDROTREATED HEAVY PARAFFINIC DIST. 2 MINOR ADDITIVES SECTION II -B ACUTE TOXICITY DATA NO. ACUTE ORAL LOBO P NOT AVAILABLE 97387 (4.851 PRODUCT /INGREDIENT COMPOSITION SECTION III HEALTH INFORMATION MSDS NUMBER 60,210-3 CAS NUMBER PERCENT MIXTURE 100 64742 -54 -7 89 MIXTURE <1 ACUTE DERMAL LOBO ACUTE INHALATION LOBO PAGE 1 BASED UPON DATA AVAILABLE TO SHELL, COMPONENT 2 IN THIS PRODUCT IS NOT HAZARDOUS UNDER OSHA HAZARD COMMUNICATION (29 CFR 1910.1200)• THE HEALTH EFFECTS NOTED BELOW ARE CONSISTENT WITH REQUIREMENTS UNDER THE OSHA HAZARD COMMUNICATION STANDARD (29 CFR 1810.1200). EYE CONTACT LUBRICATING OILS ARE GENERALLY CONSIDERED TO BE NO MORE THAN MINIMALLY IRRITATING TO THE EYES. SKIN CONTACT LUBRICATING OILS ARE GENERALLY CONSIDERED TO BE NO MORE THAN SLIGHTLY IRRITATING TO THE SKIN. PROLONGED AND REPEATED CONTACT MAY RESULT IN SKIN DISORDERS SUCH AS DERMATITIS. OIL ACNE OR FOLLICULITIS. ACCIDENTAL RELEASE UNDER HIGH PRESSURE APPLICATIONS MAY RESULT IN INJECTION OF OIL INTO THE SKIN CAUSING LOCAL NECROSIS. INHALATION THE INHALATION OF VAPORS (GENERATED AT HIGH TEMPERATURES ONLY) OR OIL MIST MAY CAUSE A MILD IRRITATION THE OF UPPER RESPIRATORY TRACT. ` INGESTION LUBRICATING OILS ARE GENERALLY CONSIDERED NO MORE THAN SLIGHTLY TOXIC IF SWALLOWED. SECTION IV NO, PEL /TWA P 5 MG /M3' *OIL MIST, MINERAL SHELL TURBO(R) OI( 1 SYMPTOMS .04 AS NOTED ABOVE. NECROSIS MAY BE EVIDENCED BY DELAYED ONSET OF PAIN AND TISSUE DAMAGE A ,RS FOLLOWING HIGH PRESSURE INJECTION. .AVATED MEDICAL CONDITIONS .EXISTING SKIN AND RESPIRATORY DISORDERS MAY BE AGGRAVATED BY EXPOSURE TO THIS PRODUCT. OSHA. PEL /CEILING OCCUPATIONAL EXPOSURE LIMITS NONE 5 MG /M3* 10 MG /M3• NONE SECTION V EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT FLUSH WITH WATER FOR 15 MINUTES WHILE HOLDING EYELIDS OPEN. GET MEDICAL ATTENTION. SKIN CONTACT REMOVE CONTAMINATED CLOTHING AND WIPE EXCESS OFF. WASH WITH SOAP AND WATER OR A WATERLESS HAND CLEANER FOLLOWED BY SOAP AND WATER. IF IRRITATION OCCURS, GET MEDICAL ATTENTION. IF MATERIAL IS INJECTED UNDER THE SKIN, GET MEDICAL ATTENTION PROMPTLY TO PREVENT SERIOUS DAMAGE: DO NOT WAIT FOR SYMPTOMS TO DEVELOP. INHALATION REMOVE VICTIM TO FRESH AIR AND PROVIDE OXYGEN IF BREATHING IS DIFFICULT. GET MEDICAL ATTENTION. INGESTION DO NOT INDUCE VOMITING. IN GENERAL. NO TREATMENT IS NECESSARY UNLESS LARGE QUANTITIES OF PRODUCT AWE INGESTED. HOWEVER. GET MEDICAL ADVICE. NOTE TO PHYSICIAN IN GENERAL, EMESIS INDUCTION IS UNNECESSARY IN HIGH VISCOSITY, LOW VOLATILITY PRODUCTS, I.E., MOST OILS AND GREASES. SECTION VI SUPPLEMENTAL HEALTH INFORMATION NONE IDENTIFIED. SECTION VII PHYSICAL DATA BOILING POINT: NOT AVAILABLE SPECIFIC GRAVITY: 0.8762 (DEG F) (H20.1) MELTING POINT: -5 (POUR POINT) SOLUBILITY: NEGLIGIBLE (DEG F) (IN WATER) EVAPORATION RATE (N -BUTYL ACETATE • 1): NOT AVAILABLE J ACGIH OTHER' TLV /TWA TLV /STEL VAPOR PRESSURE: NOT AVAILABLE (MM HG) VAPOR DENSITY: NOT AVAILABLE (AIR *1) VIS, CS (40 DEG C.) • 44 MSDS 60,2. PAGE 2 I ,.AME : SHELL TURBO(R) .t L 4111.78 ARANCE AND ODOR: PALE YELLOW OIL. SLIGHT HYDROCARBON ODOR. SECTION VIII FLASH POINT AND METHOD: 390 DEG F. (PMCC) FIRE AND EXPLOSION HAZARDS FLAMMABLE LIMITS /% VOLUME IN AIR LOWER: N /AV UPPER: N /AV EXTINGUISHING MEDIA USE WATER FOG. FOAM, DRY CHEMICAL OR CO2. DO NOT USE A DIRECT STREAM OF WATER. PRODUCT WILL FLOAT AND CAN BE REIGNITED ON SURFACE OF WATER, SPECIAL FIRE FIGHTING PROCEDURES AND PRECAUTIONS MATERIALS WILL NOT BURN UNLESS PREHEATED. DO NOT ENTER CONFINED FIRE SPACE WITHOUT FULL BUNKER GEAR (HELMET WITH FACE SHIELD. BUNKER COATS, GLOVES AND RUBBER BOOTS). INCLUDING A POSITIVE PRESSURE NIOSH APPROVED SELF - CONTAINED BREATHING APPARATUS. COOL FIRE EXPOSED CONTAINERS WITH WATER. SECTION IX REACTIVITY STABILITY: STABLE HAZARDOUS POLYMERIZATION: WILL NOT OCCUR CONDITIONS AND MATERIALS TO AVOID: AVOID HEAT, OPEN FLAMES, AND OXIDIZING MATERIALS. HAZARDOUS DECOMPOSITION PRODUCTS THERMAL DECOMPOSITION PRODUCTS ARE HIGHLY DEPENDENT ON THE COMBUSTION CONDITIONS. A COMPLEX MIXTURE OF AIRBORNE SOLID, LIQUID, PARTICULATES AND GASES WILL EVOLVE WHEN THIS MATERIAL UNDERGOES PYROLYSIS OR COMBUSTION. CARBON MONOXIDE AND OTHER UNIDENTIFIED ORGANIC COMPOUNDS MAY BE FORMED UPON COMBUSTION. SECTION X EMPLOYEE PROTECTION RESPIRATORY PROTECTION IF EXPOSURE MAY OR DOES EXCEED OCCUPATIONAL EXPOSURE LIMITS (SEC. IV) USE A NIOSH- APPROVED RESPIRATOR TO PREVENT OVEREXPOSURE. IN ACCORD WITH 29 CFR 1910.134 USE EITHER AN ATMOSPHERE - SUPPLYING RESPIRATOR OR AN AIR - PURIFYING RESPIRATOR FOR ORGANIC VAPORS AND PARTICULATES. PROTECTIVE CLOTHING WEAR CHEMICAL - RESISTANT GLOVES AND OTHER PROTECTIVE CLOTHING AS REQUIRED TO MINIMIZE SKIN CONTACT. WEAR SAFETY GOGGLES TO AVOID EYE CONTACT. TEST DATA FROM PUBLISHED LITERATURE AND /OR GLOVE AND CLOTHING MANUFACTURERS INDICATE THE BEST PROTECTION IS PROVIDED BY NITRILE GLOVES. SECTION XI ENVIRONMENTAL PROTECTION WASTE DISPOSAL PLACE IN AN APPROPRIATE DISPOSAL FACILITY IN COMPLIANCE WITH LOCAL REGULATIONS. MSDS 60,210 -3 PAGE 3 SPILL OR LEAK PROCEDURES MAY BURN ALTHOUGH NOT READILY IGNITABLE. USE CAUTIOUS JUDGMENT WHEN CLEANING UP LARGE SPILLS. ••• LARGE SPILLS ••• WEAR RESPIRATOR AND PROTECTIVE CLOTHING AS APPROPRIATE. SHUT OFF SOURCE OF LEAK IF SAFE TO DO SO. DIKE AND CONTAIN. REMOVE WITH VACUUM TRUCKS OR PUMP TO STORAGE /SALVAGE VESSELS. SOAK UP RESIDUE WITH AN ABSORBENT SUCH AS CLAY, SANG OR OTHER SUITABLE MATERIAL; DISPOSE OF PROPERLY. FLUSH AREA WITH WATER TO REMOVE TRACE RESIDUE. ••■ SMALL SPILLS ••• TAKE UP WITH AN ABSORBENT MATERIAL AND DISPOSE OF PROPERLY. ENVIRONMENTAL HAZARDS THIS PRODUCT IS CLASSIFIED AS AN OIL UNDER SECTION 311 OF THE CLEAN WATER ACT. SPILLS ENTERING (A) SURFACE WATERS OR (B) ANY WATERCOURSES OR SEWERS ENTERING /LEADING TO SURFACE WATERS THAT CAUSE A SHEEN MUST BE REPORTED TO THE NATIONAL RESPONSE CENTER, 800- 424 -8802. E: SHELL TURBO (R) OIL Mire .ON XII SPECIAL PRECAUTIONS SECTION XIII TRANSPORTATION REQUIREMENTS SECTION XIV OTHER REGULATORY CONTROLS 410 PREPARED:AUGUST 26, 1985 4INIMIZE SKIN CONTACT. WASH WITH SOAP AND WATER BEFORE EATING, DRINKING, SMOKING OR USING TOILET FACILITIES. LAUNDER CONTAMINATED CLOTHING BEFORE REUSE. PROPERLY DISPOSE OF CONTAMINATED LEATHER ARTICLES, INCLUDING SHOES, THAT CANNOT BE DECONTAMINATED.'STORE IN A COOL, DRY PLACE WITH ADEQUATE VENTILATION. KEEP AWAY FROM OPEN FLAMES AND HIGH TEMPERATURES. DEPARTMENT OF TRANSPORTATION CLASSIFICATION: NOT HAZARDOUS BY D.O.T. REGULATIONS THE COMPONENTS OF THIS PRODUCT ARE LISTED ON THE EPA /TSCA INVENTORY OF CHEMICAL SUBSTANCES THE INFORMATION CONTAINED HEREIN IS BASED ON THE DATA AVAILABLE TO US AND IS BELIEVED TO BE CORRECT, HOWEVER, SHELL MAKES NO WARRANTY, EXPRESSED OR IMPLIED REGARDING THE ACCURACY OF THESE DATA OR THE RESULTS TO BE OBTAINED FROM THE USE THEREOF, SHELL ASSUMES NO RESPONSIBILITY FOR INJURY FROM THE USE OF THE PRODUCT DESCRIBED HEREIN. JOHN P. SEPESI MSDS 00,210-3 PAGE 4 BE SAFE READ OUR PRODUCT SHELL OIL COMPANY SAFETY INFORMATION AND PASS IT ON PRODUCT SAFETY AND COMPLIANCE (PRODUCT LIABILITY LAM P. O. PDX 4320 REQUIRES IT) HOUSTON, TX 77210 • . SECTION II INGREDIENTS • 96 TLV Isopropyl Alcohol (CAS# 67 -63 -0) 5 -10 400 ppm (OSHA) SECTION III PHYSICAL DATA Bolling Point ( °F.) 212 ° F Specific Gravity (H =1 0.966 Vapor Pressure (mm Hg.) . ' N/E ' Percent Volatile •(VOC: 7 %) 7% by wt. Vapor Density (Air =1) N E Evaporation Rate ( ° - 1) N E Solubility In Water 100% • Non- •hotochemicall reactive Appearance and Odor Colorless liquid with mild odor WARNING: Combustible Liquid HAZARD RATING LEAST SLIGHT 0 .''..= 1 ow MODERATE HIGH EXTREME 2 ') P 4• Manufacturer's Name Address Trade Name PR -410 Rubber RP•j,pv*nater r RECEIVED NII.A FN t~tr ri 1 6 1y ©, MATERIAL SAFETY DATA SHEETPERMIT • SECTION I Polychrome Corp, - - - 137 Alexander St. Yonkers, New York 10702 • -• Emergency Telephone No • (914) 965 -8800 • SECTION IV FIRE AND EXPLOSION HAZARD DATA Flash Point (Method used) 103 ° g (TCC) ! Not Flammable Limits Estab is e Lel Uel Extinguishing Media • Use foam, CCoo dry d chemical fire fighting apparatus. Special Fire FlgruIng Proceaures Use self - contained breathing apparatus. Avoid spreading burning liquid with water used *usual Fire and Explosion Hazards for cooling purposes. Thermal decomposition may v± l toxic fam,Aa N/A as Not Applicable WE is Not Established • SECTION Vi REACTIVITY DATA Stability Unstable Condition to avoid Extreme heat Stable X • Incompatibility (Materials to avoid) Strong oxidizing agents, strong acids or bases Hazardous Decomposition Products CO and CO ma be released u•on thermal decom••sition. Hazardous Polymerization May Occur Conditions to avoid N/A Will not occur X __._ SECTION VIII SPECIAL PROTECTION INFORMATION Respiratory protection (Specify type) None Ventilation Local exhaust Desirable Mechanical (General) Acceptable Special No Other No • Protective Gloves Impermeable gloves Other protective equipment Impermeable apron Eye protection Safety glasses • Jld limit value extablished for this product es of overexposure Lye and skin irritant. Overexposure to isopropyl alcohol has caused liver, kidney, and brain damage in animals. Emergency and first aid procedures Eyes: Flush with large quantities of water for at least 15 minutes. See physician. Skin: Wash with soap and water, remove contaminated clothes. Inh: Remove to fresh air. Ingestion: Induce vomiting. CALL A PHYSICIAN IMMEDIATELY. SECTION V HEALTH HAZARD DATA SECTION VII SPILL OR LEAK PROCEDURES Steps to be taken In case material Is released or spilled Keep sources of ignition away. Ventilate area. Cover with vermiculite or other inert material, and dispose as described below. Keep out of drains, sewers, or waterways. Waste disposal method Must be disposed of at a permitted secure hazardous waste facilit . SECTION IX SPECIAL PRECAUTIONS Precautions to be taken In handling and storing Keep away from sources of ignition. Use and store with adequate ventilation. Other precautions All hazard precautions should be observed when handling empty containers. Keep Out of Reach of Children SECTION VIII - TOXICOLOGICAL PROPERTIES (Continued) 9. TERRAIOGENICITY: This product has dot •been shown to produce birth defects. 10. MuTAGENICITY: This product has not been shown to cause damage to chromosomes: 11. SYNERGISTIC PRODUCTS: There is no data available. SECTION IX - PREVENTIVE MEASURES 1. PERSONAL PROTECTIVE EQUIPMENT: Wear gloves and glasses to protect skin and eyes. 2. ENGINEERING CONTROLS: Insure adequate ventilation so that vapor concentration is maintained oelow the threshold limit value. , 3. IN CASE OF LEAK OR SPILL: • Soak up small spills on absorbent and. shovel into non - hazardous refuse. Use soap and water to clean residue. Dike large spills and _keep product from entering the sewer.' Turn off all nearby sources of ignition. Keep unauthorized personnel away from area. Call the local fire department. Soak up on non - reactive absorbent material. Clean material eer disposal. �oalovel. Place C w z >= GO U U LL r-- F OJ CL'.}} �� pc p$Due' NAT: CALIFORNIA =HET MASH VARN PRODUCTS COMPANY P 4. WASTE DISPOSAL: Give waste material to an authorized hazardous waste hauler. 5. HANDLING PROCEDURES: Ip y co Empty for empty flammable dissposal. hazardous when transferring product. 6. STORAGE REQUIREMENTS Store in cool, dry area from sunligt and high heat sources. SECTION I - FIRST AID MEASURES 1. EYES: Hold eye lids open and rinse with water for five minutes. Contact a physician if irritation persists. 2. SKIN: Wash skin with soap and water..... I • 3. INGESTION: Keep victim calm. Administer oxygen if breathing is difficult. Do not induce vomiting. Seek medical attention immediately. 4. INHALATION: Hove victim to fresh air. Apply artificial respiration if breathing has stopped. 5. NOTE TO PHYSICIAN If product is ingested, use best judgment. Petroleum distillates can cause liver and kidney damage, but may produce chemical pneumonitis if introduced into lungs. PRODUCT NAME: CALIFORNIA EXEMPT WASH FORM HAY BE REPRODUCED LOCALLY. VARN PRODUCTS COMPANY, INC. Corporate Headquarters: 175 Route 208, Oakland, N.J. 07436 rd ■2011 St 44,00. Fan. MI J5'-20 %. Camr. VARN/RODOAK1J1NDRERGENCO. NJ TdK: IN-02 MATERIAL SAFETY DATA SHEET k PRODUCT NAHE: CALIFORNIA EXEMPT WASH USE: ROLLER Si BLANKET WASH P°•-NSHIPPING NAME, COMPOUND, CLEANING LIQUID DOT CODE: NA 1993 N.O.S. IMO CODE: CLASS 3.3 HAZARDOUS MATERIALS IDENTIFICATION SYSTEM: (HMIS) -- HEALTH: 1 FLAMMABILITY: 2 REACTIVITY: 0 PERSONAL PROTECTION: B 0 - Minimal - q5.7ilighp 2 - Moderate 3 - Severe 4 - Extreme A - Glasses B - Glasses and Gloves SECTION II - PREPARATION INFORMATION Jim Watson - Government Regulatory Affairs Chemist -Varn Products Company, Inc. Telephone Number (312) 543 -8600 Date Of Preparation:: April 1, - 1989 SECTION III - HAZARDOUS INGREDIENTS INGREDIENT * CAS t OSHA ACGIH MANE. PERCENT PEL TLV REC. (8032 -32 -4) 300 300 --- <86% (34590 -94 -81 100 (Skin) 100 - -- <12% 1. V H fi P Naphtha 2. Dipropylene glycol methyl ether All ingredients appear on the EPA TSCA Inventory. SECTION IV - ENVIRONMENTAL DATA A. SARA TITLE III INFORMATION INGREDIENT s '1 -EMS RQ '2 -ENS TPQ '3- SECTION 313 '4- 311 /312 CATEGORIES Product - -- --- - -- P -3 '*--',(Whole) ' 1. REPORTABLE QUANTITY OF EXTREMELY HAZARDOUS SUBSTANCE, SECTION 302 ' 2. THRESHOLD PLANNING QUANTITY, EXTREMELY HAZARDOUS SUBSTANCE, SECTION 302 ' 3. TOXIC CHIN CAL, SECTION 313 - 4. HAZARD CATEGORY FOR SARA SECTION 311 /312 REPORTING. HEALTH H -1 - MEDIATE (ACUTE) HAZARD; H -2 - DELAYED (CHRONIC) HAZARD PHYSICAL P -3 - FIRE HAZARD; P -4 - SUDDEN RELEASE OF PRESSURE HAZARD; P -5 - REACTIVE HAZARD B. CERCLA INFORMATION - EPA - Comprehensive Environmental Response, Compensation and Liability Act. Under IPA- CERCLA (Superfund).releases to air, land, or water may be reportable to the National Response Center, 800- 424 -8802 (Circumstances surrounding the material, quantity, threat to environment and clean -up determine reportability) R.Q. - 100 pounds spilled for petroleum distillates. C. RCRA INFORMATION - UNDER EPA - RCRA (40 CFR 261;21): This product would be considered an ignitable waste, n.o.s. EPA waste ID i 0001 D. OTHER REPORTING INFORHATICH: 781 grams per liter_(6.5 pounds per gallon) volatile organic compounds, California Rule 1130'. Non - photochemically reactive - California Rule 102. No ingredients are found on California List - Proposition 65. PRODUCT NAME: CALIFORNIA EXEMPT WASH REPRODUCTIVE TOXICITY: This product has not been shown to be a reproductive hazard. 'MATERJAt SAFETY DATA SHEEP PRODUCT IDENTIFICATION NFPA HAZARD RATING WARNING STATEMENT COMBUSTIBLE MIXTURE — RECEIVED CITY OF TUKWI APR 16i31 VWR GRAPHICS /ROBERTS E PORTER /TRU DOT 1420 KENSINGTON ROAD, OAKBROOK, IL. 60521 PERMITCENTER EMERGENCY PHONE NUMBER * (904) 264 -3500 * THIS NUMBER IS AVAILABLE DAYS, NIGHTS, WEEKENDS, AND HOLIDAYS. THIS MSDS COMPLIES WITH 29 CFR 1910.1200 HAZARD COMMUNICATION STANDARD. PRODUCT NAME: BREAK —A —WAY DATE PREPARED: 10/15/88 PRODUCT NUMBERS: 8058123(QT), 8058124 (GAL),8058125(5— GAL),8058126(55 —GAL), CHEMICAL NAME: NA 8058127(TOTE) CAS #: NOT APPLICABLE FOR BLENDS UN /NA NUMBER: 1993 DOT PROPER SHIPPING NAME: COMPOUND, CLEANING, LIQUID V.O.C.: 6.9 LBS. /GAL. — CALIF. RULE 1130 NONPHOTOCHEMICALLY REACTIVE — CALIF. RULE 102 LEAST: 0; SLIGHT: le MODERATE: 2; HIGH: 3; EXTREME: 4 HEALTH: 2 REACTIVITY: 0 FIRE: 2 SPECIAL PRECAUTIONS: NONE KEEP CONTAINER CLOSED. AVOID EXTREME HEAT. IN CASE OF EYE CONTACT, FLUSH WITH COPIOUS AMOUNTS OF WATER AND SEEK MEDICAL ATTENTION. AVOID PROLONGED OR REPEATED BREATHING OF VAPOR. USE WITH ADEQUATE VENTILATION. WASH AFFECTED SKIN AREAS WITH SOAP AND WATER. CO NOT TAKE INTERNALLY. HARMFUL IF SWALLOWED. IF SWALLOWED, DO NOT INDUCE VOMITING; SEEK MEDICAL ATTENTION MMEDIATELY. FOR INDUSTRIAL USE ONLY. M FEDERAL LAW REQUIRES PERSONS RECEIVING THE MATERIAL SAFETY DATA SHEET TO STUDY IT CAREFULLY, BECOME AWARE OF HAZARDS, IF ANY, OF THE PRODUCT INVOLVED. IN THE INTEREST CF SAFETY YOU SHOULD (1) NOTIFY YOUR EMPLOYEES, AGENTS, AND CONTRACTORS OF THE INFORMATION ON THIS SHEET, (2) FURNISH A COPY TO EACH OF YOUR CUSTOMERS FOR THE PRODUCT, AND (3) REQUEST YOUR CUSTOMERS TO INFORM THEIR EMPLOYEES AND CUSTOMERS AS WELL. TLV — THRESHOLD LIMIT VALUE; PEL — PERMISSIBLE EXPOSURE LIMIT; NE — NOT ESTABLISHED; NA — NOT APPLICABLE; VOC — VOLATILE ORGANIC COMPOUND. I ATTENTION. .US INGREDIENTS E EMERGENCY AND FIRST AID PROCEDURES HEALTH INFORMATION, ACUTE AND CHRONIC C EXPOSURE LIMITS OSHA ACGIH OTHER 2 PEL TLV TLV RANGES 1. NAPHTHOL SPIRITS 66 CAS # 64742 -48 -9 NE NE 100 30 -40 BLEND OF C9 -C11 HYDROC RBONS 2. AROMATIC 100 CAS # 64742 -95 -6 NE NE 100 55 -65 BLEND OF C8 -C11 AROMATIC HYDROCARBONS . • - EYE CONTACT: IF THIS PRODUCT COMES IN CONTACT WITH EYES, GENTLY FLUSH WITH LARGE QUANTITIES OF WATER FOR AT LEAST 15 MINUTES AND SEEK IMMEDIATE MEDICAL SKIN CONTACT: IF THIS PRODUCT COMES IN CONTACT WITH THE SKIN, REMOVE CONTAMINATED CLOTHING, WASH AFFECTED SKIN AREAS WITH QUANTITIES OF WATER, AND SEEK MEDICAL ATTENTION IF IRRITATION FROM CONTACT PERSISTS. INHALATION: IF BREATHING DIFFICULTIES, DIZZINESS, OR LIGHT - HEADEDNESS OCCUR WHEN WORKING IN AREAS WITH HIGH VAPOR CONCENTRATION, VICTIM SHOULD SEEK AIR FREE OF VAPORS. IF VICTIM EXPERIENCES CONTINUED BREATHING DIFFICULTIES,CXYGEN, WHERE AVAILABLE, SHOULD BE ADMINISTERED BY QUALIFIED PERSONNEL UNTIL MEDICAL ASSISTANCE CAN BE RENDERED. IF BREATHING STOPS, BEGIN ARTIFICIAL RESPIRATION ANO SEEK IMMEDIATE MEDICAL ATTENTION. INGESTION: DO NOT INDUCE VOMITING; SEEK MEDICAL ATTENTION IMMEDIATELY. EYE: DIRECT CONTACT WITH VAPORS OR MISTS MAY CAUSE BURNING, TEARING AND REDNESS. SKIN EFFECTS: PROLONGED OR REPEATED SKIN CONTACT MAY RESULT IN DERMATITIS. INHALATION: PROLONGED OR REPEATED EXPOSURE OR BREATHING OF VERY HIGH VAPOR CCNCENTRATIONS MAY CAUSE HEADACHES, NAUSEA AND VOMITING. CHRONIC OVEREXPOSURE IN HIGH PRIMARY ROUTES OF ENTRY: INHALATION CARCINOGENICITY: NTP - NO; IARC - NO; SYSTEMIC AND OTHER EFFECTS: NONE KNOWN ATIONS MAY PRODUCE CNS DEPRESSION. .,AL CONDITIONS AGGRAVATED BY EXPOSURE: • E KNOWN SPECIAL PROTECTION INFORMATION OSHA - NO. RESPIRATORY PROTECTION: THE USE OF RESPIRATORY PROTECTION DEPENDS ON VAPOR CONCENTRATION ABOVE THE TIME - WEIGHTED TLV. USE A RESPIRATOR /GAS MASK WITH APPROPRIATE CARTRIDGES OR CANISTER (NIOSH APPROVED, IF AVAILABLE), OR SUPPLIED AIR EQUIPMENT, DEPENDING ON AIRBORNE CONCENTRATION. VENTILATION: GENERAL MECHANICAL VENTILATION MAY BE SUFFICIENT TO KEEP PRODUCT VAPOR CONCENTRATIONS WITHIN SPECIFIED TIME - WEIGHTED TLV RANGES. IF GENERAL VENTILATION PROVES INADEQUATE TO MAINTAIN SAFE VAPOR CONCENTRATIONS, SUPPLEMENTAL LOCAL EXHAUST MAY BE REQUIRED. OTHER SPECIAL PRECAUTIONS, SUCH AS RESPIRATORY PROTECTION, MAY BE REQUIRED IF VAPOR CONCENTRATIONS CANNOT BE REDUCED TO BELOW THE TLV BY VENTILATION. PROTECTIVE GLOVES: THE USE OF GLOVES WHICH ARE IMPERMEABLE TO THE SPECIFIC MATERIAL HANDLED IS ADVISED TO PREVENT SKIN IRRITATION. EYE PROTECTION: SAFETY GLASSES ARE RECOMMENDED TO SAFEGUARD AGAINST POTENTIAL EYE CONTACT, IRRITATION, OR INJURY. OTHER PROTECTIVE EQUIPMENT: THE AVAILABILITY OF EYE WASHES AND SAFETY SHOWERS IN WORK AREAS (-3) ,!ENDED. ACTIVITY DATA STABLE: STABLE CONDITIONS TO AVOID: NA MATERIALS TO AVOID: STRONG OXIDIZING AGENTS. STRONG ACIDS OR BASES HAZARDOUS DECOMPOSITION PRODUCTS: THERMAL DECOMPOSITION IN THE PRESENCE OF AIR MAY YIELD CARBON MONOXIDE AND /OR CARBON DIOXIDE HAZARDOUS POLYMERIZATION: WILL NOT OCCUR CONDITIONS TO AVOID: NA SPILL OR LEAK PROCEDURES PRECAUTIONS IN CASE OF RELEASE OR SPILL: STAY UPWIND AND AWAY FROM SPILL UNLESS WEARING APPROPRIATE PROTECTIVE EQUIPMENT. STOP AND /OR CONTAIN DISCHARGE IF IT MAY BE DONE SAFELY. KEEP ALL SOURCES OF IGNITION AWAY. VENTILATE AREA OF SPILL. USE NON- SPARKING TOOLS FOR CLEANUP. COVER WITH INERT MATERIAL TO REDUCE FUMES. KEEP OUT OF DRAINS, SEWERS, OR WATERWAYS. CONTACT FIRE AUTHORITIES. NOTIFY LOCAL HEALTH AND POLLUTION CONTROL AGENCIES. CALL SPILL RESPONSE TEAMS IF LARGE SPILL. WASTE DISPOSAL METHOD: DISPOSE OF PRODUCT IN ACCORDANCE WITH APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS. STORAGE AND SPECIAL PRECAUTIONS HANDLING AND STORAGE PRECAUTIONS: KEEP PRODUCT CONTAINERS COOL, DRY AND AWAY FROM SOURCES OF IGNITION. USE AND STORE THIS PRCOUCT WITH ADEQUATE VENTILATION. KEEP PRODUCT CONTAINERS CLOSED WHEN NOT IN USE. OTHER PRECAUTIONS: PERSONNEL SHOULD AVOID INHALATION OF VAPORS. PERSONAL CONTACT WITH THE PRODUCT SHOULD BE AVOIDED. SHOULD CONTACT BE MACE, REMOVE SATURATED CLOTHING AND FLUSH AFFECTED SKIN AREAS WITH WATER. CONTAINERS OF THIS MATERIAL MAY BE HAZARDOUS WHEN EMPTIED. SINCE EMPTIED CONTAINERS RETAIN PRODUCT RESIDUES (VAPOR, LIQUID, AND /OR SOLID), ALL HAZARDOUS PRECAUTIONS GIVEN IN THIS DATA SHEET MUST BE OBSERVED. DOT, FIRE AND EXPLOSION HAZARD DATA DOT HAZARD CLASS: COMBUSTIBLE LIQUID POINT (TCC): F PHYSICAL DATA EXTINGUISHING MEDIA: USE FOAM, CO2, OR DRY CHEMICAL FIRE FIGHTING APPARATUS. UNUSUAL FIRE AND EXPLOSION HAZARDS: KEEP WORK AREAS FREE OF HOT METAL SURFACES AND OTHER SOURCES OF IGNITION. FIRE FIGHTING PROCEDURES: THE USE OF SELF - CONTAINED BREATHING APPARATUS IS RECOMMENDED FOR FIRE FIGHTERS. WATER MAY BE UNSUITABLE AS AN EXTINGUISHING MEDIA, BUT HELPFUL IN KEEPING ADJACENT CONTAINERS COOL. AVOID SPREADING BURNING LIQUID WITH WATER USED FOR COOLING PURPOSES. EVAPORATION RATE: SLOWER THAN N -BUTYL ACETATE. PERCENT VOLATILE: 100% APPROXIMATE BOILING RANGE (F): 311 -387 VAPOR DENSITY: HEAVIER THAN AIR. PH: NA SOLUBILITY IN WATER: EMULSIFIES SPECIFIC GRAVITY: LIGHTER THAN WATER WEIGHT (LBS) PER GALLON: 6.99 APPEARANCE ANC ODOR: BLUE LIQUID; MILD SOLVENT ODOR. DOCUMENTARY INFORMATION PRODUCT NAME: BREAK -A -WAY ISSUE DATE: 10/15/88 REPLACES: PRODUCT NAME: ISSUED: PREPARED BY: LMA REVIEWED BY: VB THE OPINIONS EXPRESSED HEREIN ARE THOSE OF QUALIFIED EXPERTS WITHIN VWR GRAPHICS AND ITS SUPPLIERS. WE BELIEVE THAT THE INFORMATION CONTAINED HEREIN IS CURRENT AS OF THE DATE OF THIS MATERIAL SAFETY DATA SHEET. SINCE THE USE OF THIS INFORMATION AND THESE OPINIONS AND THE CONDITIONS OF USE OF THE PRODUCT ARE NOT WITHIN THE CONTROL OF VWR GRAPHICS, IT IS THE USER'S OBLIGATION TO DETERMINE THE CONDITIONS OF SAFE USE OF THE PRODUCT. v. 4 4!b e0 OF THE UNITED STATES INCORPORATED TELEPHONE: (206) 755.9421 GENERAL DESCRI COMSIL TN - C Is a mull - use silicone emulsion especially formulated lo: use in the printing industry. Special anti • static properties are incorporated irlto to emulsion for use in situations where static on the roll is a problem. This characteristic reduces the need for addition of otter chemical ant - utakc agents. COPEiL il-I - C vM+Ii also tolerate the inclusion of aifli iunaJ static control agents. The product has the a.. quality of exceptional heat stability, thus allowing for its use at i elatvely tilt temperatures. PHYSICAL PPOPEFITI ES l earrance S i ck� Specific Gravity ppH Emulsifier System Solubility in water Flashpcini WHERE TO USE Priming Industry RECEIVED CITY OFTLWWILA APR 16 1 19 91 PERMIT CENTER • %bite, milky fluid 38.4% 1,00 52 non - ionic /catiortic dsperses cQmpietely COMSIL TH - C SIUCONE ANTISTATIC EMULSION P.O. BOX 494, BURLINGTON, WASHINGTON 98233 DIRECTIONS FOR USE COMSIL TH - C , when used In the printing industry, should be diluted %itt water in arab of up bib: 100. Usually, 5 100 Is recommended. —C-3 a o 2.,o4-r Vg g a / w a )4 HANDLING COMSIL TH -C exhibits excellent storage stability when proper handing procoedures are fdiowed. Storage in a cool place, and in tightly closed containers, wail provide maximum shelf life COMSIL TH -C contains water and should be protected from freezing. Repeated freezing may damage the container, or cau , separation of the emulsion. CONSIL TH -C may cause skin and eye Irrilation.When contacted by skin, wash with soap and water. For eye contact, flush with large amounts of water, and consult a physician. READ MATERIAL SAFETY DATA SHEET ASSOCIATE COMPANIES: COMCOR OF CANADA LTD. AGRESSI INTERNATIONAL (BUR) N.A.E.R. (U.K.) MATERIAL SAFETY DATA SHEET o1441F00****** f******* ******441/ /ill 114114#i //1/1444// /**044111* //11///i *1////11 SECTION I - MRTERIRL IDEHTIFICRTIOH RHO USE 444 4441444 414444 4141441 414414444141/ 4114441144444444444441144444444411 4144144414144444141 Material Name :- C O M S I L T H— C Manufacturer :- COM COR of CANADA LTD. Address :- 1035 Derwent Way, New Westminster, B.C. V3M 5R4 . Phone :- (604) 521 -4818 Emergency Phone :- Chemical Name: not epplic. Molecular Weight: not applic. Chemical Family: not epplic. Trade Name: not epplic. Chemical Formula: not applic. Materiel Use: silicone release /antistet agent 4 /4144441444444 44444 4444 441414441 4144441444144444141414411144114 SECTION II - HRZRRDOUS IHGREDIEHTS OF 11RTERIRL 44 441441414444414444 1444441441 4444 444414 *441444411414444114114414444414144 44444414144144144 1 Approx. I CAS, N.A. I LD -50 1 LC -50 Hazardous Ingredients I Conc. 1 or U.N. S I (specify species & route) 1 ! 1 1 I I 1 ! 1 I 1 { 1 I 1 I I 1 1 I 1 I 1 I 1 I 1 1 I I I 11 44444444 1444414444****414*4141444441 1441444141144** *41441141444444441414114 SECTION III - PHVSICRL DRTR FOR FIRTERIRL 414444444 41444144111444*441444141441441 /1441444144411441 04444414444114144411 Physical State: Gas Liquid_K Solid I Boiling Pt (C): 100 Appearance and Odour: milky, white 1 Freezing Pt (C): emulsion 1 Solubility in H20: disperses Odour Threshold (ppm): 1 X Volatile (by vol): 60 Vapour Pres. (mm Hg): as for wetert Specific Gravity: 1.0 Vapour Dens. (airQ1): as for wetert pH (full strength): Evaporation Rate: I coefficient of I water /oil distribution: not epplic. 4444444414441 44444144 414414444444 4141444 4441144444444141144144414444444♦ 444144444144111 SECTION IU - FIRE RHO EHPLOSIOH HRZRRD OF DATERIRL 44144444441444 44444444414411444444414 4444414 4144444444 4444444414444414 Flammability: Yes If Yes, under which conditions?: Means of Extinction: Special Procedures: use those appropriate to the primary source of fire. Flesh Point (C) (method): none U.E.L. (% by vol_ L.E.L. (X by vol)_ Auto Ignition temp. (C): T.D.6. Flammability Classification: Hazardous Combustion Products: EXPLOSION DATA: Sensitivity to Chemical Impact:n /a Rate of Burning :n /a Explosive Power:n /a Sensitivity to Static Discherge:n /o s • *4 2 a• ♦ 4444444444444444 #44#4#4# 44444444444# 444444444 4#44 #44444444444444444 #444 # #4 SECTION U — REIACTIUITY IIIHTH 44 44 4444444444444 444444 #4444444444 #4444444 444444 44444#4444444444444444444444444 Chemically Stable: YesX No _ If No, under which conditions? Incompatebility with Other Substances: Yes NoX If Yes, which ones? Reactivity and under which conditions: Hazardous Decomposition Products: 444 ##44444 #4 #4444444444444 #4444444#44444 44444444 #444444444# #44444 #4444 #44444444 SECTION UI — TOKICOLDGICHL PROPERTIES OF'i9RTERIitL 44444444444444444444444#444444 44444444 4444444 4 44444444 4444444444444 4444444444 Route of Entry: Skin Contact X Skin Absorption ContactX, Acute Inhalation Inhalation Ingestion X Effect of acute exposure: none Effect of chronic exposure: none LD -50 1 LC -50 1 1 (specify species and route) 1 Exposure limits Ilrritancy of Materiel I 1 1 I 1 1 Sensitization: n/a Carcinogenicity: n/a Reproductive Effects: n/a Teratogenicity: n/a Mutagenicity: n/a Synergistic Materiels: n/a 44444444444# #444444444 #4#444444444 44444 #4444 4444 #444#444444444# #44 #4 #44 # 44 # 44 SECTION UII — PREUEHTIUE IIIEHSIDRES 44444 44444 #4444!4444444444444 #44#4444444# 444444 4444444 #44 #4444444 ## 4444 Personal Protective Equipment: Gloves: rubber or neoprene recommended Respirator: not necessary Eyewear: splash -proof goggles Footwear: Clothing: Other: Engineering Controls (e.g. ventilation, enclosed process, etc.) normal ventilation is adequate LEAK AND SPILL PROCEDURES: Dike off spill area. Soak up with absorbent material. Flush away residue with water. WASTE DISPOSAL: Haul absorbed material to an approved solid waste disposal site HANDLING PROCEDURES AND EQUIPMENT: Do not use high- shear'transfer pumps. Clean up spills immediately to prevent slippery conditions. STORAGE REQUIREMENTS: Store in a cool place with container tightly closed when not Jr; use. Avoid extremes of temperature to prevent separation of emulsion. SPECIAL SHIPPING INFORMATION: Avoid extremes of temperature to ensure maximum emulsion stability. • *4 444 ### ###4 44444,*## 4** s4# 4#+# as# a##### 4# 4#### #ss #sss# ###s###assa*ssaa#as#aas SECTION UIII — FIRST oio 1IERSURES 44 # 0444 0444 # *,4 44444 #,444444,41414411#4, * ** *4 #44441#444* 4144,44* *4 „4,*4 ROUTE HAZARD EMERGENCY FIRST AID PROCEDURES INHALATION not volatile SKIN CONTACT Rinse with water. INGESTION Do not induce vomiting. Contact a physician. EYE CONTACT irritation Flush with water for at least 15 minutes then get medical attention. Sources used: Additional information: *,4044„ #**44#4 4,4,* *,****44** ** *4*I***** * * *** #4441** ** *4,44 ** *44*** *aa* *a *4 * ** SECTION IX — PREMONITION MITE OF 11.5.0.9. , * 414 **a,*a44 *,* *,4* *4 * „ *, *a* # **a, ** *4444** „ a44aa4*a4**4,*****4*a„ PREPARED BY: John Potter DATE: July 29, 1987 DEPARTMENT: Product development REPLACES DATE: FILE: THC.001 444 *4 * *4* * ** ##444,4 #*44*** * *4 **4444 4444444444 **4* *444444444# #,*4*#sa *4444444444 This information is furnished without warranty, inducement, or license of any kind, except that it is accurate to the best of COM COR's knowledge, or obtained from sources believed by COM COR to be accurate, and COM COR does not assume any legal responsibility for use or reliance on same. DATE 4/161q CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** RECEIVED CITY OF TUKWILA APR 1 6 1991 PERMIT CENTER PROJECT NAME \a L_ a vvk a N! G S ADDRESS 4'4O vtdo uszv- liar 57c0 CONTACT PERSON A ) at. 0 8 y A14/1. PHONE 43 5 --- q 7 ARCHITECT OR ENGINEER G j a 1.-14 PERMIT NUMBER PLAN CHECK NUMBER C IE 1 / L f SUBMITTED TO: (If previously issued) TYPE OF REVISION: Ata d erJ " tielOke 741 s t Aqa l l W aA 0 tit . SHEET NUMBER(S) k - L 4-k rte. "Cloud" or highlight all areas of revisions and date revisions.• DATE / l (Wq 1 J09 NO. ATTENTION RE: ■ Vet 1 rte f <. RECEIVED CITY OF TUKWILA APR 16 A PERMIT CENTER david kehie,ai chttect 12878 Interurban ave. so. Beattie, washington 98168 (206) 433 -8997 TO -� -!-' k K W 1 1 G WE ARE SENDING YOU '--Attached ❑ Under separate cover via COPIES REMARKS ❑ Shop drawings ❑ Copy of letter DATE PYNVICt unf !. ' iw :., n..... ..• n..,, NO. ❑ Prints ❑ Change order v404 . t 19 LU t„..,+. w t 11 6 4- 54-0 ❑ Plans P ,- h !.4- ; ✓Ltt7 t.. -tai, 4 o COPY TO It enclosures are not as noted, kindly. notify us at once. the following items: 0 DESCRIPTION ❑ Samples ❑ Specifications THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval IN For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US r •. f h 1 hG P (-2C_ i 42, SIGNED: 0.1a?,41 1St h 49a144/k PP: david architect; April 11, 1991 Tukwila Fire Department LLL Andover East Tukwila, Washington 98188 Attn: David Ray Re: Valco Graphics Dear David, APR 5 1991 CtTY DEPT, PLANNING I want to thank you for meeting with Bill Farmer and myself last Monday. At that meeting we went through the material safety data sheets For the combustible and Flammable liquids that my client will be storing and using at their new Facility in Tukwila. We confirmed that these products are Class II and III -B combustible liquids and Class I -A and I -B Flammable products. To avoid having to construct a liquid Flammable storage room, my clients have determined that they can limit the quantities of these type of products that they will have on the premises. We propose to construct a control area For the storage and dispensing of these limited quantities of liquids. This room will be of one -hour construction and be protected with automatic sprinklers installed per U.B.C. Standard No. 38 -1 For extra hazard occupancies. No special electrical, lighting, or ventilation precautions are required For this control area. After reviewing the 88 U.F.C. Section 79.201 Ce) 9. CI) it appears they will be able to store unlimited quantities of Class III -B combustible liquids and in addition up to 't80 gallons of Class I and II liquids as long as none of the individual classes exceed the Following amounts: '±80 gallons of Class II combustible 120 gallons of Class I -A Flammable 360 gallons of Class I -B Flammable We will be modifying our drawings to indicate that we will be constructing a control area instead of a Flammable liquid storage room. IF you have any questions or see any other areas I should address please contact me at the earliest possible date. Sincerely, Alan Bylsma cc: Bruce Walker Ken Nelson Bill Farmer Jerry Vandenberg (206)433 -8997 ❑ 12878 INTERURBAN AVENUE SOUTH ❑ SEATTLE, WASHINGTON 98168 kehle di Le. F., April 12, 1991 Valco Graphics, Inc. 3104 Western Avenue Seattle, Washington 98121 Attn: Mr. Bill Farmer Re: New Tukwila Facility Dear Bill, I've done some Follow -up investigation regarding the storage area For the combustible and Flammable liquids you will have at your new Tukwila Facility. The Fire sprinkler system will be designed and installed For an extra hazard use in the storage area For those liquids. This means you will be able to store and dispense double the amount of product as we discussed with the Fire Marshal, David Ray, last Monday. The Following is a summary oF the quantities you will be able to store and dispense in a controlled area without having to construct a liquid Flammable storage room. You will be able to have unlimited quantities oF Class III -B combustible liquids. In addition to that you will be able to store up to '180 gallons of any combination oF Class I and II liquids as long as none oF the individual classes exceed the Following amounts: 4 480 gallons of Class II combustible 120 gallons of Class I -A flammable 360 gallons oF Class I -B flammable At our meeting with the Fire Marshal we confirmed the classification of the products you use. To help you in your planning I will give you the classifications oF those products: Class III -B combustible 1) Shell Oil 2) Silicone 3) Break -A -Way Class II combustible 1) California Wash 2) Rubber Rejuvinator (206)433 -8997 ❑ 12878 INTERURBAN AVENUE SOUTH ❑ SEATTLE, WASHINGTON 98168 Mr. Bill Farmer April 12, 1991 Page 2 To store these products in the quantities I have listed a control area will need to be constructed. It will need to be constructed with one -hour walls and ceiling. Alo containment walls, overFlows, or special electrical, lighting, and ventilation is required For this room. IF you have any questions regarding this matter please give me a call. Sincerely, Alan Bylsma AB /mc Class I -A Flammable 1) Kerosene Class I -B Flammable 1) Isopropal Alcohol 2) R -41 cc: Bruce Walker David Ray ' Kenr .Terry Vandenberg APR 11 '91 15 55 D KEil ARCHITECT TO WE ARE SENDING YOU Attached ❑ Under separate cover via _ the following Items: THESE ARE TRANSMITTED as checked below: ❑ Shop drawings ❑ Copy of letter ❑ For approval ❑ For your use O As requested ❑ For review and comment ❑ FOR BIDS DUE ..__._ COPY TO Ck david keh e,architect 12878 interurban eve. so. seattle, washington 98168 (206) 433.8997 ❑ Prints ❑ Change order 'Plans O Approved as submitted ❑ Approved as noted o Returned for corrections 19 . 0 PRINTS RETURNED AFTER LOAN TO US CITY OF TUKWILA PLA SIGNED: + � 11 onclosuns on not u noted, kindly notify us at one*. LETTER SF U tJl!lr..1UVSEn tJ ULi- o, 00e 1 t ❑ Samples ❑ Specifications d Resubmit.—., — copies for approval d Submit —copies for distribution ❑ Return corrected prints P.1/3 OS PROgi tic( Ii INSTALL- HEW 3°x7° GOgE WOOD D0 AMb It'! exi5V6I MALL wtittkt c4e -1-i hal{ wa 1_ Pgoo ION - - -- -a r...1•7_ 'OW _-_ =Mt' _ Fkoc 1 cA-t P ROOu -r 14 PgoDUG PeoDuGlIoH wow REc1wg. r,Kier -rr12. Jnb. r!LL Wf E} !'l GYP. BD. 0Y ) 4- G IGE AREA e. 10 o... Fitfw.# -t 1,.1� WORK FLOP-Vitt/NT 9 0 E DGE rz2,Ati rAe OF tie zariirie pzovE -t nil€ !Oriel Si la -c et I II O ti o R T'H - o" pi K - r FLOOP- PLAN i 1 i DOCK �4 doe a tG 40 4 2.131-0 RE1 Pc 61 - 6p0R- t rl el. . CV -y wf t ter+ e. I&' O.C. Fw iG,H HAW, PROP uc Marta -L. iaEW 3x7 sour) c4 gE WOOD Doog.41 wiakit I1 ` -ao PROOit, ION 41 4,10" s � FROOU ''iott ri �1 ECGC of x ! Ken Nelsen Plans Examiner CITY OF TUKWILA (i200 SOUT!fChNTKJ HUW.1:1AKI), 1IJKI11l.A, WASHINGTON 98188 April 9, 1991 Alan Bylsma 12878 Interurban Ave. S. Tukwila, WA 98168 RE: Valco Graphics Plan check number 91-114 I Pll►)NK 11 016).1:13.1899 Dear Mr, Bylsma: After an initial review of subject project, it has been determined some problems exist in the exiting system and other concerns. In order to complete the plan review please address the following comments. 1. Proposed enclosed upper level production area has a occupant load of greater than 10 and the additional existing upper areas have an additional 46 occupancy. The existing exits do not comply to chapter 33 of the U.B.C.. Provide an exit system of corridors and stairs to comply with code. Note any exiting through the existing 1st floor may impact its occupant load. 2. Label all spaces of existing areas to help verify the occupancy use per U.B.C. table 33 -A and to determine the actual occupancy load. 3. Proposed corridor number 4 on the 1st floor is greater than 20 feet and can not pass through the adjoining production room to avoid being dead ended, 4. Identify on the plan if the flammable storage room number 16 is proposed to be a control room for exempt amounts per chapter 9 U.B.C. and provide information of materials to qualify this use. Contact me if there are any questions on these comments, 8 :30 a.m. to 4:30 p.m. at 431 -3670. Sincerely, Gary L. Vanllusrn, Alayar 4 PREAPPLICATION FILE NO PRE MEETING DATE 9/20/90 TIME 2:30 CHECKLIST MAILED TO CONTACT PERSON (date): PROJECT VALCO GRAPHICS BUILDING SITE ADDRESS' 480 Andover Pk. E 09 - - INITIALS: dlm STAFF PRESENT Building (433 -1851) Duane Griffin /Building Official Fire (575 -4407) David Ray /Fire Department Planning (433 -1849) Darren Wilson /Associate Planner Public Works (433 -0179) Phil Fraser /Senior Engineer Ross Heller /Associate Engineer O Parks & Rec. (433 -1847) D Police (433 -1806) Permit Center (433 -1851) Denise Millard /Permit Coordinator C Other ( - ) Jack Pace /Acting Director Ell II APPLICANT /REPRESENTATIVES PRESENT Contact Person: Name Bruce Walker Company /Title Address 3104 Western Av Seattle Zip 98121 Phone 284 -1755 Others Present: NONE PRESENT Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip_ Phone Name Company /Title Address Zip Phone Name Company /Title Address Zip Phone Application forms, plan submittal handouts and other reference materials are enclosed for your use. If you should have any questions regarding the permit process or would like additional forms sent to you, contact the Permit Center at 433 -1851. (PREAPP2, 1/90) CITY OF TUKWILA PRA- APPUMTION PROCESS MEETING ATTENDANCE RECORD NAMES /TITLES Valco Graphics, inc �.s CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER PRE - APPLICATION FILE NO. `1 PROJ CT: MEETING DATE:a2f2.2z2 TIME: SITE ADDRESS: • PRE- APPLICA'11bN CHECKLIST BUILDING DIVISION 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 1. Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. 3. Comply with the Washington State Energy Code, 1990 Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). 4. Comply with Washington State Barrier Free Code, 1990 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: 6. All applications and plan submittals must be compete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered re- taining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall Include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: n ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277- 7272). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). El KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools/spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). IQ FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). Checklist prepared by (staff): CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION -- PERMIT CENTER El 3. . CHECKLIST LT_ 17. Adequate fire flow availability will need to be demonstrated for this project. 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FIRE DEPARTMENT - Construction Information 1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally r ©cognized standards will be used during construction and operation of this project. (TMC 16.16.120) ❑ 2. Fire hydrants will be required. (City Ord. #729) Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) 5. Maximum grade is 15% for all projects. El 6. Hose stations are required. (City Ord. #1528) 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the Job site. 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) Portable fire extinguishers will be required In finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 21 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access Is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads In excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". 18. / .dMe= -/ 7 try,'. 4 /X -.<, fa-e ' ,23 C �a�+ u e ,44:1-- /)4!I6 9/ a f''i,,L � eeeee hz e 1 . ; • Checklist 4 prepared by (staff): � � c' - Date: ,� , K) /' voie4 / .55 1dtei --t /1la�iiit..GY,C e ' `7 -? Tc //1�. --e-/e C i4 c.Yt r. ,e4/710- a �/ecz�uc�.t . Ivor. - ice � . _fr n.110 � , +_. � < / tui. d /:a' I/ ).._. n . CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 12. Other: a. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit • PRE- APPLICA'AON CHECKLIST E11NG FIRE DEPARTMENT -- Inspections Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover Fire alarm a. Acceptance test b. Fire Dept. approved plans Hood and duct inspections a. Installation b. Trip test Flammable liquid room a. Location b. Fire protection C. Permit Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 10. Fire doors and fire dampers a. Installation b. Drop testing E 11. Fire final e. Fire protection systems: a. Fire Dept. access (1) Halon systems b. Building egress and occupancy load (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 8300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (208) 431 -3670 e. Vent piping, swing Joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans b. 0. c. t d. Checklist prepared by (staff): >l, Date' zr 9d CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER � PRA- APPLICA"NOlV CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 ` ING D4 PLANNING DIVISION - Land Use Information Q 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: Q Boundary Line Adjustment Q Building Site Improvement Plan 0 Comprehensive Plan Amendment U Conditional Use Permit Q Design Review Q Design Review - Interurban Q Environmental (SEPA) Q Planned Mixed Use Development O Planned Residential Development Er 3. Zoning designation: Site located in sensitive area? U Yes No Q 4. Minimum setback requirements: Front: = 6 G' Side: 5 Side: Rear: D 5. Maximum Building Height: 11-5. / Height exception area? Q Yes ffNo a 6. Minimum parking stalls required: 0•-s At " Handicap stalls required: 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. a 8. Minimum landscaping required: Front:. "S Side: - Side: - ' Rear .5:z a 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). Q 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. Q 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. Q 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. Cr13. Ba).i r w :.� / /ex? /z • 7 4 & ) Q 14. ❑ 15. Q 16. Q 17. Q 18. n 19. 20. Checklist prepared by (staff): /6) Date: W ) Rezone ( ) Shoreline Management Permit ( ) Shoreline Management Permit Rev. U Short Subdivision ( ) Sign(s) ( ) Subdivision () Unclassified Use Q Variance ( ) Other: I h t!y kir, ' 717 CITY OF TUKWILA 4206 SOUTHGRNTRR RAUULRVAND. TUUKWILA, WASHINGTON 98 /lW February 1, 1990 Mr. Bruce Walker, President Valco Graphics, Inc. 3104 Western Avenue Seattle, WA 98121 Fr6- -ietauied) PHONE k /2061433•Ml) i r. c Ge* L. t'o, D jen, M0 •. RE: Permissible improvements to a structure at 480 Andover Park East (Allpak Container, Inc.), Tukwila, WA. Dear Mr. Walker, I have reviewed the materials submitted by your representatives and conclude the following: 1. The existing structure is currently deficient in required parking. Thirty spaces are shown while a minimum of,5,,�3 are required. Improvements to the structure would be allowed if they do not increase the level of parking non - conformity and otherwise satisfy all other City requirements. 2. Enclosing the lunch area with a glass window would not change its function or capacity. It would therefore be . allowed as an action which does not increase the level of non - conformity. 3. Finishing the mezzanine production areas with walls, HVAC service, and a drop ceiling would not increase the level of non - conformity as long as the proposed uses and actual number of occupants are as described in the submitted materials. My understanding of these uses and number of occupants are described below: Existing Allpak Produc Area Use and Oc Per John Bullock, Dir. of Manufacturing (1/24/90): a. Preparation area, sample making, manufacturing of rotary and flat cutting dies. b. 6 -7 employees work in these areas. ti .;S 05 '90 11:56 KMS -JEM Sincerely, Concurri _• • •eI r u t on osed Valco C8 P Per Steve Lane, Production Manager (1/24/90): a. Preparation area, make film negatives and film assembly, manufacture printing plates. b. 5-- 6P414) loyees will work in these areas. Therefore such finishing impro G e mc�nts would be permitted. Please feel free to contact me if you have any further questions of if I have misunderstood anything. o Assoc ate P anner Rick Be """"' 'erector Department of Community Development ea Use : d Occu CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER TIM 3? SITE ADDRSS PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals through the City's Permit Center: * Channelization /Striping /Signing (__) Sewer Main Extension (private) CD Curb Cut/Access /Sidewalk ( ) Sewer Main Extension (public) ❑ Excavation (public) () Storm Drainage ❑ Fire loop /Hydrant (main to vault) ( ) Water Main Extension (private) ❑ Flood Zone Control 0 Water Main Extension (public) 0 Hauling (2.000 Bond. Cert. Ins.) ❑ Water Meter (exempt) ❑ Landscape Irrigation 0 Water Meter (permanent) O Moving an. Oversized Load n Water Meter (temporary) ❑ Sanitary Side Sewer ( Other: n 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete In order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- cation forms to verify that all the necessary materials and information has been supplied. ❑ 4. Water and sewer assessments may apply and will be determined during the utility plan review process. ❑ 5. Provide sidewalks per Ordinance #1158, #1217 and #1233, or obtain waiver. ❑ 6. Provide Hydrological- Geotechnical analysis. U 7. Provide erosion control plan as part of grading /fill permit application. ❑ 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). C 9. Provide traffic analysis /trip generation study for: ❑ 10. Provide developers agreement for: n 11. Provide the following easements and maintenance agreements: ra C 12. Provide water /sewer availability letters or certificates from districts serving your development. U 13. Obtain Metro Waste Discharge permit or approval (684- 2300). C 14. Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). ❑ 15. Review the following City Studies when designing your project and preparing your plan submittal: ❑ 16. (-� 17. 18. 19 C 20. 'Checklist prepared by (staff): n .4 0/1 1 1PRE-APPLICAl l tON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 7 C ��- Date: 1/,26/r .5U I LAG 1'E • U13 S 180TH NOERS BLVD ccVVI C•; 7,01.!' Nta O U_.i.J PA$.k f 8TH • 7o,01/11 , Gf•'1 W., I IJ rry I F _-�__ 5TA1'i__ GS r, 01\1c: :-\ 4409 c 1 TOT r51 i 2 .r. 0 L I%I IJ(.,. e. n t (&, 400 !' , r. 12•1 P L. 14E5 - — r ?, -12.+-J *, r, N 181 OR (' i5 WiD PUBLIC uTIL -1`rY 130 LC71 IJ G - r"3 IHl PROpRD( �E P IRA - r6 oWt -I RSHiP 4 1'3 HOT rI&u r:; il'"i -n-tih P1= Rrii'r ti!lILI2Iki6 - A C T �r'14t - If imtwver'Ieri I Per 41-11 14 F ©1 2 - , WOK -k I N Thr BUILDING orI- \-\:1 ....______________.------__--------.„-----,/ understand that the Plan Check approvals tubJect to errors and omissions and approva flans does not authorize the violation of adopted code or ordinance. Receipt of c rector's .. ..: approved plans a ' edg FILE COPY 0 1 E) I' PAAKIWep L 0f 1.10 I,tJtoP)K Iii ?UI 2 \ \ \ \ Xie-snNC, L,AwC Ai IK\G _____ et 1".10 PARCEL A: SC ''1'1OKJ THE LAND REFERRED TO IN THIS COMMITMENT IS SITUATED TN THE STATE OF WASHINGTON, COUNTY OF KING AND IS DESCRIBED AS FOLLOWS: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TRACT 8, ANDOVER INDUSTRIAL PARK NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 83 OF PLATS, PAGES 22 AND 23, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 01 °47'28" WEST 225 FEET: THENCE SOUTH 86'12'32" EAST 297.00 FEET; THENCE NORTH 01'4'7'28" EAST 225 FEET TO THE SOUTHEAST CORNER OF SAID TRACT 8; THENCE NORTH 88 WEST 297 FEET TO THE POINT OF BEGINNING. PARCEL 8: THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF LOT 8, PLAT OF ANDOVER INDUSTRIAL, PARK NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED TN VOLUME 63 OF PLATS, PAGES 22 AND 23, RECORDS OF XING COUNTY, WASHINGTON; . THENCE SOUTH O1 °47'28" WEST ALONG THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID LOT 8 A DISTANCE OF 225.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88 EAST A DISTANCE OF 297.00 FEET; THENCE SOUTH 01 ' 28" WEST A DISTANCE OF 170.00 FEET; THENCE NORTH 88 WEST A DISTANCE OF 297.00 FEET; THENCE NORTH 01 °47'28" EAST A DISTANCE OF 170.00 £EET TO THE TRUE POINT OF BEGINNING. BOTH SITUATE Its THE COUNTY OF KING, STATE OF WASHINGTON. 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AS1 SI c vVl l�G� 70,0 I ' 7oLli NC, oc/- tJrAi.L G'-%lJ.:-"IF,ti6, -11Q0 lyre_ �ji J l` iI�JKt RLV� PNA,NN , ' 0.)LWfltJ() , `1 Fi UlF STRANGERS BLVD V I C, I IJ i'°ry i`°'I A` F 15 c-Ol OW C‘.. % 00" Zco ¢ ¢ z �n CO M o�c < l.0 Z cc� co I- L.;" 12- MARE A DOOR SCHEDULE Type 4 Type 6 Type 7 Type 8 Type 9 Type 10 Door Type 11 Type 12 Type 13 Roam 01: Room #2: z Rooms #3,4,5,6 7,6,9: oPai tfe NOTES: WALL TY P6., 6CH DU L 75177 3,17i-9. 1(o� o, G. FUL.t Ne.16)41. WALL f o KM 0 FLOOR, - to t ND6Retl3 o f MEz-2A1-1IHe ba&I -i & oR. R - oo pEc =lf`1G . set i''1 4 + II Gyp,. 0. 150TH bi &IF �T L rattfL , ! t� It p.l.. °fo 5' -Ott te A.F°F. RUN c Mori IbF' of WALL. 1.O c4:I1.I1 . sYaM s cTior°4 t /A-5. 0 II G`t'P. 6D. 1301H 610g6 O P 4 I. Gi u° t9,,. t 004,., 1•o 5' -o" A.F.P. 43e0. 5f.0 - rioH + /A -5. 1 G- e o. 0vefe. h'fal. :7rI IDhe 10 0.v 1, p- -) l I NL; I -DTI ()I-f . n.'(UW 6111 OD, To (AMC. . 'NALA, `--' ) ,: ( ,..o I VI I id tt l C A�f�iaat I -f w IG> H l., To\ Igp ONO ' IOE OF ')'e"!s1.- 9'rUt \ : I I o. t,° F IJ L I- 16164-11- , LEE SEGTIoL Z/ 4.5 ex•i e�tl WALL ts� c on - I'i 11 1. wALA-ip riot pF Ar- 1 (.L-' .. RTIIrItED ARO WIyt'IrI&+, GYP. VD. bofF1 hICUES z.x w000 .eruPc . 2. v'ffiEr1 Hull+/ gyp, Ia.gti105 +:f'61 PItilS 1 FUJgt4 Ttzue, Type 1 Doors 11 .4: 3'x 6 -8" solid core wood door, hollow metal . jamb, 1 -1/2 pr. butts, 3 silencerq, 3< latchset.l*I Type 1.9, Dcor ',v,:,3'x 6 ° -8" solid core wood door, hollow metal jamb, 2.6.,2I,21 -1/2 pr. butts, , latchset, and closer. Dtl. 12/A -5 DE L- Type 3 Door 07: Pagi ' Door 05:5- 1 Type 5' ..� Doors t112 . Doors 01S Door 1115: : 3'x 7' hollow metal door and jamb, 1 -1/2 pair butts, lockset, closer, weatherstripping, threshold. Dtl. 17,18,9/A -5. Pair 3'x 7' hollow metal door and jamb, 3 pair butts, latchset on active leaf, flush bolt on inactive leaf, dummy handle on inactive leaf, e-a$tregai, 2 silencers. Dtl. 12/A -5. 010y, 19: 3'x 7' hollow metal door and jamb, 1 -1/2 pair butts, latchset. Dtl. 12/A -5. Door 143: l'x 7' opening only. #10: Pair 3'x 6 " -B" wood door, hollow metal ,iamb, 3 pair butts, latchset on active leaf, flush bolt on inactive leaf, dummy handle on inactive leaf astragal, and 2 silencers. Dtl. 11 & 12 1 /A -5. Door 1116: s Pair 3'x 6'-13" sot "` - Inettal_ j amb, 3 p ti.r_ handle on inactive silencers. Dtl. Wit t • + •re T 3 ardware caner, ns - "ed-••#sy tractor, �pi< 6' -8" solid core wood door, hollow metal jamb, ight tight gasket seal and threshold, 1 -1/2 pr. butts, latchset. Dtl. 12/A -5. ' :?Pair 4'x 7' hollow metal door & jamb, 3 pair butts, flush bolt on inactive leaf, latchset on active leaf, dummy handle on inactive leaf, astragal, and 2 silencers. Dtl. 12/A -5. 3'x 7' hollow metal door and jamb, 1 hour rated, closer, smoke gasket, and latchset. Dtl. 12/A -5. Door & 9: 3'x 6' -8" solid core wood door, hollow metal jamb, 3 silencers t_oG�4r..'t • DtI. 12/A -5. 2) 1 VV' 60f'1' Mtl.Qi74 1.-rOt Door #11: Pair 3'x 6' -8" wood door, hollow metal jamb, 3 pair butts, latchset on active leaf, flush bolt on inactive leaf, dummy handle on inactive leaf, astragal, and 2 silencers. Dtl. it & El Existing anodized aluminum door with E2 Existing solid core wood door. E3 Existing hollow metal door. E4 Existing 9'x 10' overhead door. E5 Existing t2'x 10' overhead door. E6 Existing 14' :< 12' overhead door. E7 Existing B'x 9' overhead door. ROOM FINISH SCHEDULE Rooms M3.'., 34, r *4- Floors - Existing Base - Existing Ceiling - Existing i d c :2_wwigod -..de or; cw battrs, flush bolt on Se on active leaf, dummy lea , a1 & 2 I9 /A -5. safety glass. Walls - painted gyp. bd., repair gyp. bd. as required, seal and prime new gyp. bd., paint with two coats eggshell enamel paint. Floor - 12" x 12" vinyl composite tile, Armstrong Excelon or preapproved substitute. Base - 4" rubber, Roppe or preapproved Substitute. Ceiling - 2'x 4' suspended acoustical, Armstrong Cortege with beveled edge or preapproved substitute. Walls - painted gyp. bd., prime and seal, two coats eggshell enamel paint. Floors - 12" x 12" vin; Curt, ?osite tile, Armstrong Excelon or preapproved substitute. Base - 4" rubber, Roppe or preapproved substitute. Base - 4" rubber, Roope or preapproved AL : ' 4:. - :itg TAIL F1,- Ho w. Walls - clean and paint all existing gyp. bd., wood, and metal surfaces. Prime and seal new gyp. bd. and finish with two coats eggshell enamel paint,aaeecte Ceiling - 2'x 4' suspended acoustical, Armstrong Cortege with beveled edge or preapproved substitute. *a4A4- -ra.pF No work- C4II4N.0: 4 ' IrLDOE. Walls - paint all new gyp. bd. walls, prime and seal, two coats eggshell enamel. Existing walls no work. 9 1. The Paint manufacturer is to be Kelly Moore or preapproved. 2. Follow all manufacturers recommendations and specifications for installation of paint systems. 3. All finish colors to be selected by Owner and Architect. Submit colors for selection and approval. .Q N!! WOILK P ut IM I<0 l 16) + 4 +.ti, / 25) .3 4 , , 4 4, 4 3 0 1 ) 4A , &I . 111K RODM e$ISY G DC6k LL'VEL_Cff 7 ,.,. :... , ... �...,..- . titoN 1 NANIC* oar (� 0 16 THS INCH 1 2 3 b III 1 I I I t I 1 I I oeeli.41 ON WALL, 051 FOVID W'1R 11YelALL +48"A,F.R ® . ,i M r ' GI�1�Init�►Iy' rPfkiesb t ROOD 't o i I,� - 0 I c - 0€ 6Z 8L LZ 9 gZ 1 7e CZ ZZ LZ oe 61. 91 Li 91 gI It et Et It 01 I s 8 L 9 S fi C 'L I 1 mm d il! 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(v" Q 16 %., ereee 3 - 6 ' lot -:nu c e o n cafe HIGH W e1O lt 'II'1. �} cieitANo. 1 II 1 1 I /--- t"DGa. or tie tArlit'ie Abov g4L oese Marl o fi1t1? 17 ft �I 74, 20 MEP01.SE Fitz PRE•S5 5-)c. lbw. 0.X6 flNcx sT 0 Ic14I_ pll Z..ZI.(3t p 7,4- FENflAL 3PAG 20 HEir.EL.06 FERFEGTOP, 11 H 5(tN1L' u. 1 V 700 PP+E 5 4t- 911 ! 1 ..I t 'I NORTH I I) Z 1' .- o o n I . I ie. "Jr 4. 'I 'r oC.1'io N 4 - ---- -- . -- ' -1.11.1-- - PR.OVIDe fit. trE °5 ralt G4 I -ot A,r.F r ': 'Dee r•t:OTi*r'1 , I (' IN €L1LATCta o ' ' - 2 , 4 1 - o t c_69 69 11 CZ tt I c )- I t 10 s1_ FLOOR. PLAM N 3 ° X'7 ° t4OU_OW mil.. wog- JAI - 113 6AW Cur 3 7 t gm-UN OP E41 IN i✓X I'4 '6 G4r-?C. WALL e e HEE T �.- % 41 Pt-44 OF 2 8 u 0 n At3ovg 1 3 a ll "1YI', 0 RECEIVED (.171 OFTUKW1iA MAY 3 0 1991 PERMIT CENTER N- a) Cl) co M C,) ['Tit 12 at' te:A;m82 co cry Q Z CC CO LID r skin ,_ V)Cn CD • 3`:' =fAii"r,..,X:".?..i° WALL. iM P 6 c H e D U L i4 . p g l Le t�'�R.e4I hl '� s RUN rr� A i Dl � 1'0 Q . � F C -lri t • mid P 114• - Ithi v►�+�16.L► t",�siI.1P�a toe oit 61' I � 1 pi -?'s ' olt D. Ib01 6toSe6 OF 4...oaci. i Vet 6D4 OY,4R Y/r t,, b, 't)D' eod , 100.64 t- i2,-fl itf ►1IQN. (i1' .'ti'0 Cforg., V''AtelP cazULt- .._ > xiteri fM .L cokAzO t. 'Viv UP /F� If, 6i6 Op. '0+4 st . O v?`t t4 .. rii tot O it C ,. t�LJ lri.- H kerr ..alb $ in N t/A GYP. AP, evr>fil fait?,fh Z.x .8010 ° Ut4, CoIl OP, 4W gawyf'/91 F'lrtirJH ri i`J't4 1gue l ite r1t»T 1► ALA- 1'. JO k - re) I N ems* -�.1 , e � y V f ,,�� 1,41TM c . u P, p lr krr td „ 'i .. 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IIIIIIII I! IIIIIIIli! Ii!iIIIIIIIIIIIIII!!I!IIII!IIII I!! ' I I I I ' ! I1illllll I lIIIIIII�II Ilillll :'`r'1PI ;4 H5,\Ai rgeti rdh r1c ' How 0 IH 1 200 p ftv). `di N='TALL. 4°)= r49 0F) Pr t,J/ 14. M` lF't '1'T , i7 :' 7 tac�L. -r L -b°,. F-iU Iti}Jo ', 011 w1'I' I .$t m, "- M 4; 1� 5'1'Ml..t... A I kIN, of I^ 1Y C1 1 J ) e dg �. r: r. le zo a, I~. , *I@ !V A, F. I�, _�- - --L_b V,Xive(a G.xl* PuF.1.41 2„e Q i 'fRIr1 H J Qtx4 U3 4r H Nfx 0.4 HP 0 fel t-w ie 5,x161 P1Y, - rd HOW $'x 4' � 9' e- 6 1 ?.c.. d/ — Xi I t , 0 )°f t «i�l1 1w/ ti eV le U4 Hflag - NOW 4'x4. 0 & 1a 14 Pui 1ri � , \\ ' -1\ ' tt \LO ‘ " RECEIVED CITY OF T(JKWILA MAY 3 0 199i PERMITCENTER 'M X461% CS` S!'' �Rfyr..` itTAR+ i1P iX�47rS ?'Yi+.)c`..�'�X+YjYb^ �. m 4 414/9 -E TUM Fi UaibG.G.EN? 1- ` 0 0 act or- UPPER Sr IEL ¢ LIGHT VAI.ALIC.E, SCALD. CO o \ATIOW A -, CO j PLam, O./Em FLko 1D. 4 i v i i✓LAH. FIUIWAPP coN1. l 4 F'AIIa►T -To tikre..44 WALL COL'_ i 4 1 6IN6L..e 1Lee �(l=tH I t(ThP HOW STATIOU Oki d 91- 1I ± F Vr` -RIF`' t-4" 1 A3 J , R LO VE RIFY VE.Nfl UrrEP,IELF kk iK 12P 5UFF7fi1' I LA1 1114KMP r14tip N/ r IrcAltietti ;yam KALE : '/4 s I -O -- DPAW6M W /FCLLEP) I- A/G FLYi X ot7 I? LA11, Cavefi -- Co1J1" i x4. EoU1PMtTJ1rr SCHEDULE ELECTRICAL Equip. Nc1m1/er 1 2 3 4 5 EUU1H1j T SCHEDULE - PLUMBING Equip. Number 3 4 7 15 G,�►I..� 1 I ' I 0 t`JC�TJ I,} COIJIJ1EB "'t' '='' 0 . I LAMIIJATE. ovE A/ A/C- pLyWoCip, . 7€ e , PLAcv'f c. LAMI LIA-re -ro Iii Ira \ T ors PPi� `al.ibs -ri ii rr . 2) ALL 5ui3 .r Yo -311c LAMIt.I t t) ME515MEN0APD, MA rwriIAL TO Re naetzceomri twit -ri r'LAkiTle, 6U1 V F PHA N�IJTLY acHt:Ep "ro i Tt1 SlifirACES. ALL. oXRaseC- I D6E' Yo Ese HA-Tg.figA, L MAkith-> .Tf1m Is •1'® 136. PI C Ke IL6 I- " rI1JATM.5 c: P i eAPPPON/OP PIt.JISff GOIK -Q% iC Be PIG�EU S`1' 01 ArAc.i I'I'e,c."r, I r '&t -1PL. . R uIFRmH I=1-rr4 aik") pfvope ► liwa AIR Pprosiuf Rex: -tc,. 11-SU q lal ALL 1-1AT1 N& Abp C.C� T� IKJ GOMPLIAKtE CUMENT klA6H. oJI (YGter.. c.IPMM .lame Voltage Amp Plate Burner 220/240/1 50 Plate Burner 220/240/1 50 Enco Plate Processor 220/240/1 20 Enco Plata Processor 220/240/1 20 ECRM H.T. Scanner 115/230/1 6/5 dedicatee 6 Enco Press Match Laminator 120/1 20 7 Enco Press Match Proofing Prac. 120/1 30 8 PAMO 32 ML Film Processor 240/3 30 9 LUMAX Camera Light Unit 240/1 30 10 Screen Camera C -520-F 120/1 20 11 PMT Processor 120/1 20 12 Contract Frame and Light 120/1 20 13 Contract Frame and Light 120/1 20 14 Contract Frame and Light 420/1 20 15 Film Processor for Dup Film 120/1 16 Blender 120/1 20 17 Blender 120/1 20 18 Silver Recovery 120/1 20 19 Silver Recovery 120/1 20 20 Blueline Cleaning Unit 120/1 20 21 Light Table 120/1 2 22 Light Table w /drop cord 120/1 2 Name R2nuiri.ment Enco Plate Processor 1/2" C.W.,1 /2" Enca Plate Processor 1/2" C.W.,1 /2" Enco Press Hatch Proofing Processor Pako Film Processor Film Processor for Dup Film H.W. & 2" Waste H.W. & 2" Waste 1/2" C.W.,1 /2" N.W. t 2" Waste 1/2" C.W.,1 /2" H.W., filter, Fixing valve, & 2" waste 1/2" C.W.,1 /2" H.W., filter, mixing valve, & 2" waste - ►V/ 1 0151 ) 60 IANIEcI 16 - fa<lI, WN o € 6Z se LZ i II 1111111111 I I I ► I, 1 111111 I I III II I +42 11 r -02) 't . r:1GAL 1 z."0 CL 0 A ? /sIM. 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