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HomeMy WebLinkAboutPermit D2000-168 - SEGALE BUSINESS PARK - GARAGE, SHOP AND OFFICEThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D2000 -168 Segale Business Park Shop 18000 Southcenter Parkway RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 118 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. SEGALE BUSINESS PARK SHOP 18000 SC PARKWAY D2000 -168 co 0 WW LL' W0 qqJ; u. N 2 ui U a ON,. 'a I- WW' 0: z tii 0 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK'.. Parcel No: 352304-9018 Address: 18000 SOUTHCENTER PY Suite No: Location: iCategor•y: AIND Type: DEVPERM Zoning: MU0/ LD R Con_.t Type: Occupancy: Gas. /Elec.: UBC: Unit_,: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: Water: J-IIGHLINE Sewer: SEPTIC Wetlands: Slopes: N Streams: Contractor License No: LAPIALP055MZ OCCUPANT SEGALE BUSINE'S'S PARK:. SHOP Phone: 18000 SOUTHCENTER PY, TUKWILA WA 98188 Z OWNER LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -3200 h PO BOX 88050, TUKWILA WA 98138 CONTACT STEVEN NELSON Phone: 206- 575 -2558 w , PO BOX 88028, TUKWILA WA 98138 E ' CONTRACTOR LA' PIANTA LIMITED PARTNERSHIP Phone: 206 575 -2000 00; P..0. BOX 88050, TUKWILA, WA 98138 ma. *****- k•. k*****• k*• k**• k** k*****: k*- k: 4******• k• k***k k** k: k• k ' k**** ***** *** ***•k**** * ** ***-k** *:j' Permit Description: CONSTRUCT A REPAIR GARAGE, WOODWORKING 'SHOP , w p . LIOUID. :STORAGE ROOM, OFFICE & SUPPORT AREA. 2 ,. SPRAY BOOTH INSTALLED UNDER A SEPARATE PERMIT :.. . = 259) . LL a, : k• k• k• kk: k4ck: k *k•k•k***k 4kk: ***** *kkkkk:kk:k:k:kk:kk�l:L•**** *** *:l•k-k***k n Construction Valuation: $ 117,374.00 F PUBLIC WORKS PERMITS: k(Water Meter Permits Listed 'Separate) Ent. Appr: ?iE, Curb Cut /,Access /Sidewalk /CSS: N F - .Fi, e Loop' Hydrant: N N +_,: Size(in) .00 ww' Flood 'Control Zone: N 2 � Hauling: N Start Time End Time: vN' Land Altering: N Cut: Fill: p1-; Landscape Irrigation: N =W' Moving 'Oversized Load: N Start Time: Eri:d Time: � Sanitary Side Sewer: N No: ...t.„, Sewer Main Extension: N Private: N Public: N Z al ' Storm Drainage: N a 0 pi Street Use: N 0 1-- ' Water Main Extension.: N Private: -N Public: N Z * *** k*** k* •k k *** *'k * * **'***k * ** **•k'kk•k k*****•k**' k** k-k* ** * * ** ** *'k * *•kk **k ** ***'k ** * *k kkk TOTAL DEVELOPMENT PERMIT FEES: $ 1,810.51 * * * *k•kk*•k***k **•k**kk *k * * * * * **k*:* * * - kkk**k kk *k* *kk * *:t• *k * * ** *k•k* * ** k* / * *** * Date 1 - 7 1 </ 0 Permit Center Authorized Signature: Signature: DEVELOPMENT PERMIT Permit No: Status: Issued. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to +i've a.Jtr.orit•J to violate or cancel the provision of any other state or local laws regulating con'st.ruction or the performance of work. i am authorized to s i g n for and o b t a i n t h i s development hermit. D ate: _ Qr (206) 431 -3670 02000 -163 ISSUED 08-07/20 0.03 %2C INDUSTRIAL PLANT 1997 SPRINKLERS AFA 0 0 P Name :S'^Gt1°IU _� 1lie. - Print i _ permit shall become n u l l and void if the wocl. not commenced within 180 days from the date of issuance, or if the wori. is .7.0sp nde d or abandoned for a period of 180 days from the last inspect ion. CITY OF TUKWILA Address: (8000 SOUTHCENTER 1'Y Permit No: D2000-1,68 . Tenant: Status: ISSUED Type: DEVPERM Applied: 05/30/2000 Parcel #: $52304-90(8 Issued: (J8/07/2000 k Permit Conditions: I . No changes will be made to the plans unless approved by the ,Engineer and the Tukwila Building Division. 2. Any exposed insulations backing material shall have a Flame Spread Rating of 25:or less, and material shall bear identi- fication showing Ow fire performance rating thereof. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as'amended, On Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). Plumbin6:permits shall be obtained through the Seattle-King . County. Department of Public Health. Plumbing will be inspected by that agency,, including all gas piping (296-4722), 5. Validity of Permit. The issuance of a permit or approval Of plans, specifications, and comput,:ations shall not be con- strued to be a permit for, or an approval of, any violation of any of the'proviSions of the buillding'code or of any other ordinance of the junisdiCtion, No permit presuming. to gtVeauthority'to violate, or cancel the provisions of this code shall be valid. 6. Electrical permits ,shall be obtained through the Washington State Division of Labor arid industries and all electrical work-'will. he inspected by that agency (248-'6630). 7. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building, Inspector, 8. All mechanical work shall be under separate permit issued by the City of Tukwila. 9. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH 1HE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. 10. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- , able until final inspection approval is granted. Jo uo cn a cO UE w Wj co o in D = g_ I— 0 Z D D 0 co • 0 — LU u j: •••• 1— — 0 • Z' 0S2 I= I 01— Description of work to be done: dcv, - 1-., c4 C.:- -..- „., y cc- `"'- -y / c -'(-4- i cI'n5 ) �j / C , G/ . ` J ' c4 re \ft7G,,"'1/ p ?7.1c2/ �- j'i -e / c � t-f Ci .....-1.--7 C/ 15;,j -- vo,, ct. ∎r'e'G. , : - � // a-.. e - e i-,,�, -, L, ce.‘ cl -c-+ -e” / ,iipr-v,, Q4-/ � 6 , ,,- b0 Il p�-� Existing use: El Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital ❑ Church ❑ Manufacturing El Motel /Hotel Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital ill El Church ❑ Manufacturing El Motel/Hotel Office ❑ School /College /University fil Other " Cc 1 v 6e( vc c e. Will there be a change of use? El yes ❑ no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? r yes % no Existing fire protection features: 0 sprinklers ® automatic fire alarm El none ❑ other (specify) Building Square Feet: . /,:-), ,9 0 existing Area of Construction: (sq. ft.) 7 3 ,9,30 Will there be storage of flammable /combustible hazardous material in the building? ZI yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Date ��e= Dali = a' ex ices: App! tlobals) 0 7.5-- ZGOO S,tkeet Address: City State /Zip: VO 'GC>)1 pf0,29 TC4kLAt ix.4 `/ts13cc' Project Namefre ant: �7 } J[•_' ct_ 4f]/ Y)CS Pet-VA Z3 i f Value of Construction: /13 bz>`/ Site Address: / (� City State /Zip: 5S // Jet:c /, Po -Ic Qv-, Vl' .!. /' Tax Parc Number: 33x36 -('- -7-0/ ` Propert Owner: t- cZ'i't'0- v) *4.. L\--( Phone: .206. 0 7.5-- ZGOO S,tkeet Address: City State /Zip: VO 'GC>)1 pf0,29 TC4kLAt ix.4 `/ts13cc' Fax #: ZoL- 15 - /S' 3 - 7 Contractor: \ -6``P∎ 4� V 1_Lt Phone: ZOG. . 7 5 - acx o SM A� dress: City State /Zip: Vo ( X 6 Roo c-- - 14ku - ,)c ?S: /3,9 Fax #: zoc' - 'tS - /S 3 . 7 Architect: r 2. 11iee /7- r-ic / / e(L J- /.SCI i ct.Fa5 Y Phone: 2 (-)C , 3:? 25 Street Address: City State /Zip: /, 1- c lc'ca i c(e.: .7--1 1' \-r' 25C -- z'c.-1-1-te ci'k'1 ZZ Fax #: .2o6 :39 s c)-,5 Engineer: II ,, f/! J/ /'ccreS 1\-)0\A [.(...■e l Phone: 2.66 ZS`- 7 5 . 6 O Str eet Address: _ II'' City C ( S � tatte /Zip: (! 51 // q Wor'c/ //l'C.tiv, av e 7L � L 7eCzir -( C S' /5 Fax #: 'O b 6. /� n - G li / ; i ) Co tact Person: S -CV e Nei 6 UYf Phone: 2-06, 75 Z55E-3 Street Address: City State /Zip: b liX gBU.;S ILtf'!'LL.: l,v %8 /6,S' Fax #: Zco 575 - /CS CITY OF TL .WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number; Permit Number Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST. FOR PUBLIC WORKS SITE/CIVILPLAN OF TH FOLLOWIN . .(Additional reviews may be •determinedby thePublic Works' Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): El Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension El Storm Drainage El Street Use El Water Main Extension ❑ Water Meter /Exempt It: Size(s): 0 Deduct ❑ Water Meter /Permanent It Size(s): ❑ Water Meter Temp it Size(s): Est. quantity: El Miscellaneous CTPERMIT.DOC 1 /29/97 c . ' f%B 6+N!!NN'hnwsr 1 cW M4^%Af" %. <: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT:. Signature 1 �G[.2 ' / I '0_, ..." It $ Date: 44... . 1 , q Print n e:� 4.: ' /IJe�S'OY'7t..,.. , +rr� ' „'s .” ,Phone: .57'- �:5 Fax _ 4;2 Address p &' £88c City /State /Zip Tce_ku, /e.; L , r ,.. /r ALL COMMERCIAL/MULTI-FLY TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS MUAT SUBMITTED WITH THE FOLLOWING: '➢ v. ALL DRAWINGS Td BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, • ,'STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED tg ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) X North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site 7! El Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ Ca Indicate proposed construction of tenant space or addition and walls being demolished ❑ 71 Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ 71 Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. 74 ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ 71 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/ engineer, or contractor; licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 . r .teinntnnnl ,, nnn.nn,.., -. z w 6 00 U3 0 w = H w 2 u. • d F w Z = zI- W uj 0 :3 CI ca t— ▪ W I-U u- .z w = P 0 F- z •r i:kk:1•JFA ***h•hA:k*:t* ** A**, kkA �rAAA*Ahkk *** **** *) *:l• *d•h kkA*A:h;.kk:1�c:1*•.k S r. TV `or i:IJKW3'L.A. WA `!t 000 l� 1 { (ii`1SPil:1 t *.pkA*A* .k:AAA:AA4** **AAAA hh•k�k•1 :k *1*•A* #. A•: 1A••.lkic\a•:A*ALA Ah*:4*A1fA.khA*'4 I • t : (RON8M 7.. Number: R'i80 0 _'93 Amount: 2,420.35 05/30/00 Tale !.:; i P��Wmen, Method: C1.11:CIt l4o•tryi.ic1n: SEOfl1:L BUSINESS :(iiir_: WIl Pe't• l;'` No ' D2000-168 'Type: DEVPERM DEVELOPMENT PERMIT P:arcet. Nc _3 2304 -9018 iI'e Addresr :IU000 SOU( NCENCI_R P`f Total Fee 2 Th P . a yment. 242'O435 Total ALL Pmts: 2,420.35 Balance: .Ut} *A* *1 *** * *AA'A **.* std. a'* **A* *A*•A *•k **AAAA•A* *kA *$•A'A. \ - AAA A Account Code ' Descr'intioi:, Amount 000/322.100 1.OQ BUILDING' -- NONRES i. 464.15 000/3A5.83 PLAN CHECK NUWRES 951.70 000/386.'904 STATE BUILDING SURCHARGE 4,.50 47ii 05/31 9717 TOTAL , ;24 O.35 ,. r.a ±:x�S�A�e._Y; .,'.Atl+yr ,i_ 1,.�r. �a t, ��.� . 1t.,x a - <f k.v:•.;• �t. Yh' r iJvi ai.ilQtFwikw°.¢3£Lf ,,J ,4 •,;. g; ;; , .. V O O; u) 0 U) W 4 Iu Ot 2 g J IL. (C' I ° . ~ O Z I-' Do ;O N r t. W W . I- Vs U. — ~O • Z' U N' O '' Z Project: c t (-461fiC Type of Inspec ice�• 1 >7ae--. Address: Date called: 4,, Special instructions: C `" /( "'" // - 0 Date wanted: a.m. Q Requester: P hone: 2 -o6 `- 4 1 7 4 /47 INSPECTION NO. INSPECTION RECORD .. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: • Inspector: ; Lj $47:0 REINSPECTIOl REQUIRED.:. FIIor to inspection, fee must be paid, at 6300 Southcenter Blvd:;•Suite 100. Call to schedule reinspection. Receipt No Date: ,Syl�..'i: 12ti!�:'SU: :YhS;Slllifr'U�ftDil w u6 D ; U 0 ,`, CO W w . J W 0 2 J LL. � _ Z I— 0 Z Hi III a O co 0 I— = - V - O z O ~' Z Project: Type of Ins ection: A a s: Date called: Special instructions: t I / %� 1 44 I ;4 P Date wanted: ,,._ a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: l 4 " C. C4 //'Gl 1 //N ,fr ' --D ,:)1...71-4 ,4 u,tw 4 i, i 14 99 k, ,-z.-' 44 i-J--- t. be- / -Z- i }J.'? t7- A . Inspector • Approved per applicable codes. $4 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1`+ iIGC�. � 'Yt2 X.+2tv.46"�SYraC11tw0 '-11,Ci.4�'�. INSPECTION RECORD ") ,� Retain a copy with permit , `�G D PERMIT NO. (206)431 -3670 Corrections required prior to approval. ..}:`� a`.a, �:. ;a+L ..Hr.v ti.}2 . Sa»- a {t�:t:`f�'":i".''1.ri�a• CO 0 W W' CO u. W 0 g . a H Z I— 0 W � W U0 0 N, 0 I— W w 2 - 0 . W D . 0 I z Y s a∎'44 i4.kl,4442"?.Giti •1spf. f INSPECTION NO. CITY OF TUKWILA DI - DIVVSIO 6300 Southcente Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Pk g PERMIT NO. Corrections required prior to approval. COMMENTS: Date: In�Sect• 447.00 REINSPECT! FEE REQIJtR / ED. Prior to inspection, fee \ lust be paid ro at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. I I Receipt No: Date: `` c e ' . l / 4v �1 Sr l T ype Inspectiorn! M' RUMY ty2k Addre • j ' Date called: 1/2 Special instruct ons) / 4 . ��j7(� g U-- G20,U'G/ , S ^ G - • .0.?.: �7f rit/c) 'L/IA1 2171) / 0 iv Date wanted: Yi/5/° / a.m. P.m. Requester: (,�?,at(iyt/ Phon e: & 3% /744 is INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Arc. Corrrt? s ! Owv r C wyl-e r a perOUc Approved per applicable eode PERMIT NO. (206)431 -3670 Corrections required prior to approval. • Date: � — t S ' �Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..S;l:.n:ata:WU,.•a... » ...x.:.k&thh...k..^: s:e :.n r:•�...w,. ...1::� :i 'x..: i;.G.: a; : :;.rA.yti;r!.:r�: ..�..;., .t ue.. , 434a, 4iututsa:i;4(1itd <.d41 444 ti, ti. aiR: BViIt•- Y3Jy .F.ML'ralAa*S'�.4+ilat2a' tic W K xaat.,/4ihtf AL :a tu61, RLuC <tr3 vult , o;:*4 t pecial instructions: Retain a copy with permit INSPECTION NO: PERMIT NO. ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ;'h1 1 (206)431 -3670 Pr jectr cis ddre Approved; per applicable codes. INSPECTION RECORD S /Beef Pi Type of Inspection: r&r r7-7 /r 7e Date called,_ Date " - t I I I RequesW: . /T V'vi P C]`b0 - 3 Ily - /71 Corrections required prior to ap p.m. royal. ,;i 4 S hoe 7`5 In rl t 'P t'' V" ( c°r: hey ' ()►n/14 $ to )i�n la t( c+► ' v\rl� ' SOIi f'S L 4 I Mt S i &aft qO �0 (1 nfflr c \to s ' h ° v1 ( l Z\ t'r,,r (t lr� c ' ( ncc C1YV1P1^ fP % r5 Date: 10--02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . .. .. .:. . : k � ,,; ..;�.,, . wkw 4P. w,.h � ;rx?vane..entixz,'k��;�uL§t &�tS. hie. L4,+ J: a +mkvu..,u�.�6i�v.+d�a.e:a+t:. .: idi ,u .� ....: .... ..;� it II 0 �W U. W 2 a Z� UJ 0 co ot- = r . tL O t.. z } 0 -. . H � 0 Project Type of Inspection nQh C` CC Ad r e s s h : ! t t - k_ Sec 1-P, 3 \L Date cal led: 1 0` 5 1`o j Special instructions: C/i � � A/4 Date wanted: 1 Q -�b-O) a.m. p.m. Requester: vl Net Phone: 106- ,391, -.11 4M ilpproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION ��c� / 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. O s- Zi f9-1° ) ❑ $47.00 INSPECTIOI E REQUIRED. Prior to inspection, fee must be OW at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: VC INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ro c k )UStrxs5 P� $hoe d tab Pk br C. g 6 isj Special instr tions: T pe of lnspec on: S Pf = 1 ! Date a 10l /5 0 f D to w ted Reqque�ster: P.M. Approved per applicable codes. COMMENTS: a -S5 ) P tj23C &/7c Iri es�ctor: $ 7.00 REINSPECTION FE REQUIRED. Prior'o inspection, fee must be paid t 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval: ; Project: �r f a. l uSrr, „fix 9.' -K- Shn •f Insp cte, ion: 1 r � A�r � in 0o0 , ; : Y Date ailed ' ' '30' 0 1 Special instructions: 4 `, ante �i I p R ster: Ve_ Phone: _7 (p — SAS - 9-s $ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd, #100, Tukwil 66n . PERMIT NO. (206)431 -3670 • COMMENTS: Corrections required prior to approval. Ei $47.O INSPECTIOf E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .�:3e;'•. '�'S&>'e'ri5.�:t��; : �? +.�ff� +�.nn�''ir�~.�;�ii "' �'. �'. ��` L; �`' ''- ''a«`;wic�`shSt�'ti�r,�w:,`" � Z w 0O COW w. W Oj u) I— 11 4 g. P U ! , 0 I-- W L LL I-- W Z N O ! Special instructions: Approved per applicable codes. J Corrections required prior to approval COMMENTS: / (1�1P [11 J��l �1 t� ,jJ Pla,0� - 1 1C / /-/A%'0 -/4 t ,..z__ ix, t "_4.- y7., s 172. e = s 4-,-ti I 'G� l ' '!AG/ 9/•� �, , . . ' A/ , 5 `,.i Z, 1. fjy Inspector: Date: PERMIT NO. (206)431 -3670 INSPECTION RECORD `Retain a copy with permit INSPECTION NO.'S` ?;r' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A \— ;' $47.00 R INSPECTION FEE ; QUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Sul e 100. Call to schedule reinspection. Receipt No: Date: ; y�n;a6xew. asuit*,dtRSrs toca -4k41:dtak t lY.14G4.J 0....4441, +i rhFYA!ilFi}.a'v iCn ft. 2 00, to 0 co Iw co w 0 2 QQ LLQ N� , W Z 0 0 . 0 uj ii I— V o 0 I— Project: c° CO ie �' US►r)e.�S I, rK S l ' 110 Type of Inspection: -Y-- a rn line Address: t Cc1, CC_ P Y Date I led: 71 o ► Special instructions: Date pant : (T �/ /�! �a p.m._,- Res ry Phone: n " 57g a S.SO INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT.NO. (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Ara � , �n erA% a l[ i � •C, Pr2Ve L C GP l 1 tits—) /.tTi Ova a Perin „p I Al( SlAGd4- i`IrrAMI Kr etv4 core been- aperc 1k f r`ciw►� v► a ?rov e jleycppf 6 c4r3 l ( q, t wct.I�5 eS c(Pp4- c rpeh "c°r � t/In1p av / a�s CN tom i . , r() (.4 rcr6(.A.? ve,( Inspector: Date: D / _ $47.00 REINSPECTION FEE REQUIRED. Prior to inspectio�i, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: hhid i44•Uxii ; .6t103 !.J 2 W U; 0 N0 ; N W: U. W gQ = F- Z � I_0 Z uj ! O co Q ti 0 w Z U c . Z COMMENTS: - - 64 . #b crrL J. 1 t 4 IrCO V‘n kJ Akt- :: .1Sor Pck -�. 0-P-- v1 Special instructions: 5811 _ ,`. t.% . G Date wante / a 0 l- 4, Ltir , C 'L\o Y-\-\%: ', Ni c: Request r t r_l/ rJ - cl,pv, ;. (...)u1 3.v;. G Ul 1 j -4- -, e t C °<:1-Ir i e.4 t t {- • W PR , GeA 11 bfAc k_ - roe- ° 4`necw - t1/4„NG 11 F (--. 5Ire4L p COv` -1 ck-a - ) • 'ect• ar4e Aim, Plc Type spection•' ecikri Addr s: wY Date called: 7 / ia of Special instructions: 5811 _ ,`. t.% . G Date wante / a �[ � .� Q � P.m. Request r t r_l/ rJ Phon 1 (9o(D \575 ass? INSPECTION NO. CITY OF TUKWILA( BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 LI Approved per applicable codes. INSPECTION RECdRD Retain a copy with permit Corrections required prior to approval. Inspector: L I. ' A M a Date: 31 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .,:. w NY r ydP4Yfsa +L:t;.lCwiilJtiw' ?Aib .� R, r4ti bitiai s( COMMENTS: `O� of Inspection: 1 A) B nci i. v‘ j Address. c� c ci I S « e V2e. G. Date called: J 0K 4-(-) -6 PP b/ G w T) 11tH -.... 411 Ac nC Y G as--1- Walt t a-}- 6 r 1. Q - -- OK 4-0 -u r .e. G wg, am SNAP-, 41 L o c c citi ;V\ 3 Wu, I I Sri Vv 'e4+ o f 0V' 1 4 1 8 t,).a, 1 re - c kp../., sc,r -e) 5 r 444 . 6 t'toVh i e ---Itr t,k. o V .%/ a 1 Pro; Type c� , e. `O� of Inspection: 1 A) B nci i. v‘ j Address. c� c ci I S « e V2e. G. Date called: J Special instructions. Date anted i ( b/ a � rm p.m. Req ster: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. l Dater /j nr 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Inspector INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Receipt No: Q ..t a''iZr�W+:cu% '+�iJ"iai� 'i1 hl�A!i'St1F•If•V. •Sal 'S17.h71 . 'i�b'i.:. `tkS ti liti,..Cti31k:.•" " 41- ol d vaDa+a'E41 ,htsU�Y.'11'3iLY.: '.`kvni&Lu.3:..�5"v7wiJ .7 aE:� iaaioa`emt414344 a 34.161s.xie4:iads t, 4 45M. fYi`a A44‘.; eki41444'ir W ! 0O co w w J N LL W gQ N 0 . Z I— 0 Z I u i 0 u) o I— = W u . I V i 0 z roject: /21.06 la cs A44 R4Inspection: if lax( le d j s b S Pv 'l a °. �4/o/ Special instructions: • 206 1 f D to n d: . . Zsn7a/ p. Re nes ter. r 57 s- as s:s INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 - 3678, COMMENTS: ,Ff 1,e'Gr'/4 _ .„... PA- f r., //( Approved per applicable codes. a Corrections required prior to approval. $47.00 REINSPECTION F EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Receipt No: Date: �k�:�' fly:: w?: ���5'^..'�i'�zVr�`,�i+��r�r%�'• �. .�, � s..�.. �,'- gv �;,�;yiC, -k� �, ..•. t., �t,» ka„ a+ aw. wlu. S. t• eC: u. m.... ��ti.: i. iv' rumw. �d< virEiw�fax���ei�roi�uG+:'" v�"' J�'" sN2u" i' ii9d" ehYd: Aa"+'. a: WR. ?? d;; s 0 CO o' N W m W O' J � a H W , t- o ' Z mo U 0— � I— W UJ Lk 0 t .. Z U N . F 0 - O Z • oject: • R 602/Anal Pckti - Type Ins e 1 2 1-- `7 q 4 o s� Pk Date called Special instructions: Date wante j( 3 h. p.m. eues n , Phone: � 5-5 - ass g . S .. - .. :....+ INSPECTION RECORD '.' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA'BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Le-l1// be_ 3 -te5/ A $47.00 REINSPECT! E REQUIRED. Prior to inspection, fee must be paid -at 6300 Southcenter Blvd., Suite 100. Call td schedule reinspection. Receipt. No: 3 Date: 11grr.{15:}tkR %S "' 4'hi l" ." dk'}�nY K "RN..tflj�e47ti d dtti :�r'vha Axn t . n . �:�'�:kd'u1:d ^:l44414rb rv, Projec • / r- 4 / C/ c,5->A Type of Ins ee ction: /-- ■ 1t' ca 4,, Address: l J Date called: S c ial instructions: Date wanted: f .m: Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: ,. J) :674_ ,( Approved per applicable codes. Corrections required prior to approval. $47. Oi REINSPECTION FEE R I UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • van�v^ itu' id36•.: Y+ x: ilttv� ti7d3 :Yfd$d±«i.Gri'.;uilc'iSlasim k. �X tilµSmL' vaw. 6l:> GiSe•�x�saiR.c1z «a COMMENTS: 6 /7 ' 7z7 • Q 8.,hif Afo Tr' 5� /6 5 de V .. . igglita• fli ROB , 0+' .-. ii, e- -Az77) 0(4- 14 -,Tli f6- 4 (roLD 12oLL, el. Date wanted: 10 " 1$ - 0L� a.m P.M. Requester: Phone: . L-I LA-L.\ 2 0 �3 roject: c11r4IQ. go51ness P,rl< Shop Type of Inspection: rrc mNr� 7) 1 ddress 1 ( �� Pr Date called: 1Q,-.\ , _ 00 Special instructions: 56'0/ 5E-c-wel - Date wanted: 10 " 1$ - 0L� a.m P.M. Requester: Phone: . L-I LA-L.\ 2 0 �3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDINt DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspec $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: z I— W UQ W J N U- lu 0 2 g tLQ Co • O 1- W F.- W W 0 O— 0 1- = W V ; -0 t. . z : 0 01- z Proj t: • 8 /74 ou `e . FO v,// Date called: I 6/ /0 Q0 n /v S i I 'ns ruct" p 6TI- 6' Si D" D ate wa ed: a. 0 m. Requester: ., l /Id/V, 4., • Phone:? 006 3_civo/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. --- Z o ji rr Inspecto (1 A Date: 10-11--00 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: COMMENTS: CO v c 'i)ct,NeM W c t o r. T,OOh \s 101 I a). v» 10)-1 IrJG h 1 ovN S '(fir ( ,r) V' - - r) 00\r\CYCAq are h( WV> CA • U�or�c_ tS Cn1m ��1G loA c,0 : (oAN -- 1 H 9 r. Tn• M1�Y rr TC ' '?. ��i1b'Jinttiti:: 44'rar" 0,'V Pr ct: ( &A.%), Type of Inspection:: :• A dre 1 t000 .C • P y . calle Special instructions: Date wanted), l / a.m. 1 /D � b l m te l' ;� } Requg lI Phone: ,bck9Sq -- P '\ / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 CO %MENTS: L // emu. 0 -3 , "kt E: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit $47.00 EINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • .xf •, is r sy �eP u .3 as sx 73 /14 /"Nb24..._^.x�wata. s:1t .:A Corrections required prior to approval. d oo o-0 PERMIT NO <7 (206)431 -3670 rx 00 to W W : J CO W g_J CD = d W zH ,n 0 o cn; 0 I— w CU LL _° • W z 1 0 1.. z Address Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre - Fire: Permits: FINALAPP.FRM Approved without correction notice Approved with correction notice issued Rev. 2/19/98 T.F.D. Form F.P. 85 Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 , 1',., ' . t ut 1 r i :e 7h ,A7 `� +r City of Tukwila Fire Department Project Name e _)ti Retain current inspection schedule Needs shift inspection ' j'�.Tt SYG�$�l�P' -lad' Mn > -� .yT7� ..r .; �,•,1 , Z '. TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit r :< V Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Suite # BUILDING DIVISION REVEIW Date: June 11, 2000 Project Name: Segale Business Park Shop Building Permit Application Application #: D2000 -168 Plan Review: Ken Nelsen, Plans Examiner Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 A general Building Division plan review has been completed for the subject project. Please address the following comments in an itemized format, accompanied with revised plans and/or documentation. 1. Room number 109 is designated as an H -2 occupancy. U.B.C. Section 1007.4.1 requires that H -2 rooms over 200 square feet are required to have two separate exits. Only one of the two required exits may travel through an intervening room per U.B.C. 1004.2, revise this condition. (It is recommended by this Department to relocate the H -2 room adjacent to an exterior wall to comply with Fire Code access requirements.) 2. The accessory office area number 106 would generally be allowed to exit through an adjoining S -2 storage area per U.B.C. Section 1004.2.2. However, to comply with that Code Section it is also required the S -2 room must provide a direct means of egress. As the S -2 room is currently designed, it is slip by partitions and other uses that do not allow direct egress. Review and revise the space layout and consider comment number one above to accommodate more appropriate means of egress. 3. The new mezzanine level above rooms 106,107 and 108, is not shown to have any access by stairs or otherwise. Please clarify the intended use or no use of the mezzanine. 4. There appears to be an 8 "6" glazed opening in the South one- hour wall of room106 separating it from room number 105. Clarify and provide details for this window. 5. At a minimum, provide on the plans in general notes reference to the ventilation requirements for the "H" occupancies found in U.B.C. Chapter 12, the Mechanical Code, Fire Code and Washington State Ventilation and indoor air quality Code. 6. Provide plan framing and rated fire - assembly details for the numerous shaft penetrations. 7. The restroom base materials on the "room finish schedule" and plan details must extend up the walls at least 5 Inches pre U.B.C. 807.1.1. n•Z .rnnro{nt7t.ve ;sa l,r,Pw,,,T.erv- myr±r. «irrex row., ,fmra slIVI VC VttiSP'Y p! z W 6 00 CO 0 CO ill CO IL. W OE v Z �. � z � uj U0 0 - 0 H = V 0 w z 0 = '. 0 z Page 2 of 2 Plan Review D2000 -168 8. Any existing mezzanine levels not provided with stair access must be provided with signage stating, "no storage or use of this area." Note for your general information; separate permit will be required for the actual paint spray booth as well as any general mechanical ventilation or H.V.A.C. systems. No further comments at this time. Segale Business Park Drive "C ", Tukwila t aciP;Q. 51c;f 5 'EPORT JUN 312001 CONSTRUCTION TESTING LABORATORIES, INaSSUED Client Indoors SEGALE BUSINESS PARK I arrived on the jobsite to perform special inspection and field testing for today's scheduled ;weltlngr Inspection and testing performed as follows: I inspected the welding of the roof joist connections for the shop /office and carpenters rooms. The welds are visually acceptable as per AWS D1.1 -2000. Welding was performed by a WABO certified welder using E7018 electrode, SMAW. D,SMITH /cg REPORT SHALL NOT BE REPRODUCED- 'EXCEPT IN FULL,: WITHOUT THE .WRITTEN APPROVAL °OF- THE LABORATORY Word I Data Tvnad: 0A112101 I Data Rani: OW12101 1201 East D Street, Suite 101, Tacoma, WA 98421 ECE►vED Telephone (253) 383 -8778 CITY OF TUKWILA Facsimile (253) 383 -2231 June 11, 2001 T -1356 ' ii U :o • w w' Z = oF-; z , . ,,,,, c ,-- -,,.:4 • Client ;rk.44::t _tee 6f,NdebYq T-1356 lEiiiiirtif — VA? Yes. 4kle a l;. lecliEt'?;:`,49 report for information on forms and reinforcement steel placement. Yes. --Att!rttl es ■;.t.-A See field inspection "IS • 4:1 't":: . " ■';' 7 v 1. ' '' '0 , nieilittl Pump ..- f;e::- idaki 4, Vibration & Screed F,.....; , ' iii:AbtViiiigipl - - . .,, 11 yd (s) . &Yii Stoneway 0,:(4. lbcatioko .. <, mitirif roof deck. .114`;:: Roof slab on metal deck for mechanical room (K.2 to uK" & 18.4 to 20) and curb for wall at paint storage Roof deck. f - .Abekilig MIX # 5950 A iP14.4.glegb EW ,. - 0 5.9 tt tiiik. 4.1 4 -,,,..2,-„t rnPaUreq. Flyash 4,.„, ,,,.„..„,c ,,,,, I Atfilf:DTY.?.p..14o, NIA , , i: _ .4:1:',4 '4" Ferirdaiitt74 110 ,....,, ,„=, .. • - zs.`P$1:1' 15.- 4'A" ','' R% NIA lbs / Cu yd ..tt. ADVA 13.2 oz / cu yd WRDA 64 26.4 oz / cu yd ,,, etw —,., , to 67 ' :zr- -': 56 c - - .i.,4 300 i'?,'W '.._,,T..a Cloudy '4: ' ' Illageftec0 201320 A • .,,.. ii.. t....7.rA. ! .1..Z1 ILK UaSJ:1 ."1...I ri 3 iim , ampledc,"1 10:20 hr. MESPttATRENOTRREQUIR .:‘,.' 4000 • psi tilfeYVNCern. ''.. !:,4* ATETESTED4,t .: igEAREitIM.'4'4;:,DIMENSIONSf PSr.: ' 128A 1-1123 05-14-01 7 28,274 in 6" x 12 4460 128B 1-1124 06-04-01 28 u 6020 128C 1-1125 06-04-01 28 6150 CON FORMS p lilt ' — A N/A .......,,-, v., .-„ qv, - - , -- "-•4,,, r REVIEWED ‘,5,,, ,, .,.; „., . , si.;., ,...*,■ , pecimen 9) in% ' 1 May 08, 2001 , m 5.HONG/cg 1 . P.1: ,:', 4^ 'e , .Vii .,- , ,,, '‘''. DMSmJthIJCRoss . .RiioRTSHALL.NOT BE REPRODUCED EXCEPT IN FULL; WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY REPORT JUN 11 2001 PORT ISSUED MAY 1 7 2001 CONSTRUCTION ESTING LABORATORIES, INGSUED SINSRECIPMESTAMOREThrage00.10WEEKAMSC: SEGALE BUSINESS PARK 74 ta•Panie;;t4 ” f:t lj,PITheCita; BUILDING 981 (SHOP) '4'4 Segale Business Park Drive "C", Tukwila =t s Wnrti I nata Tuna* nvnami I nafa Panne'. Rae.* nsimuni 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 tx 46 0841,4PURVittati:74'.1 May 07, 2001 . 1)2000-168 • ' , ' rcr.1 • - N/A N/A 981 216 z z r4W -J 00 U) W W -I 1- uj 0 2 g u- < I' a I— III Z 1-0 Z uj • 0 0 i n - I-- L u I- • 0 U - 1 0 Z LU O 21 o uti/ 2ukil k.16: 14 2@557516 • Procedure No.: 1 Base Metal Type: fe Surface condition: as welded Joint details: Instrument: Mfg.: Krautkramer Branson Transducers: Mfg.: KB Aerotech Dimensions: .75" x .75" Dimensions: 1" dia. SB.GLE. ausINEss PK Oi EV E iNr1 Certified Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927.0626 Fax (253) 661-2'384 Ultrasonic Weld Inspection Report AWS Customer: Segal e Business Fark Project: Segale Shop Specification: AWS D1.1-00 Job Description: Ultrasonic inspection of: complete penetration welds, as listed. Remarks: Procedure Ultrasonic Equipment Inspected Br Steven R. Hill Approved By: REPORT JUN 1 1 2001 ISSUED Date; 5. P.O. No.: T-1769 Report No.: 19169 CTL REPORT # 65 Class: RECEIVED JUN 0 6 2001 BY: Weld Joint: TC-I54.a Weld Process: FCAW Model: USN 52 Frequency: 215 MHz Angle: 70 deg. Angle: Straight Beam Level: III PAGE 134 Customer: Segale Business Park Report No.: 19169 Repair % 0.0% Job Description: Sega le Shop Reject % 0.0% D No, Angle Leg A B S Path Length X V Thick. C D Depth Status Weld I.D. It# Remarks 0 70 50 0 - .(K)0 Acc. lv tomcat Fran 1 IN I l lel ..'op .. e.4. 0 70 50 0 - .01)0 Acc. Moment FramelBodunt Weld . - 0 70 50 0 - .0X10 Ace. Moment FrAmetTop Weld - 0 70 Si) 0 - .000 Ace. Moment i'i•amcirioltilin Weld CERTIFIED INSPECTION SERVICES AWS ULTRASONIC W13.1) INSPECI ION REPORT Page I INSPEC.T111) BY_ . „ . Pc. Mk. 135 135 C5 C5 512.5101 ) CD ., Z . z-• , -. •,- .1 -..'"'` -, t�. $4' , F ,, J 4, a'. / ,7 ^.,. t' > t1s ` ,, F a A b + � {�i C +, y K n � ���j•nt�`.�Yy�+4 � +� ,�J S 1K.4liY � Y ei / ' �l� y . yy 4 �t�� } �EL L P fi .. , • u' ' k �,,.� ,1 ;. tr " '' , . r r . h y e r r:. ... r� � s..�!C.. � , .:� .. • ..�� +t��rr�:�'�:., r�j?.'� " !.. h. ... �:� F ... ,•? �c�±- hS� +�` ; (�i�'��- f- s „� ; rkr(� PAGE: 1 of { : SEGALE BUSINESS PARK ` a t:d ,; : May 23, 2001 . , D2000 -168 BUILDING 981 (SHOP) N/A ;„ N/A C N o .. Seg ale Business Park Drive "C ", Tukwila . I eb wo or�.rKow 981 r AdttC we. R�patNo 220 Client , T -1356 J'Su'wg,, K..gi e rr 3 ?t.,61,,,.0 ,p$ yi,,,, to i ,,:: "3'.' .v ,t, 5; }7. ..,, ,,,,e: „. .1 .5.,.... {a., ,.: Tr., 1; s. i! „,,, .. t.:i_r ., i x . 0 ,f',..+„ t , � ...: I arrived on the jobsite to perform special inspection and field testing for today's scheduled welding of the 3 4” 0 threaded studs. Inspection and testing performed as follows: The above placed for the columns on grids 19 + "J”, 19 + "G" and 19 + "H ". The welds are visually acceptable as per AWS D1.1 -2000. The ' 0 Studs are placed as required by the project plans detail L-4. Welding was performed by WABO certified welders using E7018 electrode. IUD.' ` , D.SMITHIc9 - DMS mitli . . I JCRoss .REPORTSHALL NOT BE REPRODUCED ` EXCEPT: IN. FULL; WITHOUT THEWRITFEN APPROVAL. OF THE LABORATORY r PORT MAY 302001 CONSTRUCTION TESTING LABORATORIES, INL6S 1201 East D Street, Suite 101, Tacoma, WA 98421 JUN 0 1 2001 Telephone (253) 383 -8778 COMM 1 r Facsimile (253) 383 -2231 DE VE1. ()Pik FNT Wnrd I Data Tvnad: 05124101 I Data RAM: 05/24101 ONORE41401141471FAIRERORROWCONCRETWEAMtft. , .LCIgilit SEGALE BUSINESS PARK M May 07, 2001 RECEIVED CITY OF TUKWILA ..,.PORT MAY 1 7 2001 CONSTRUCTION TESTING LPABORATORIES, I NGSUED rib vranwoo. • Wnrel I data Tuna& nogini I mita Ronne* RNA. nsingini *6.1.1■5•■•■•••■■••■■• 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 - z i— re 11 6 n _10 0 0 u) 0 W I • u_ u j 0 U. < I— al Z I— 0 Z LIU uj o uj L I 0: Z "1 (I) o 1— z '''' --'-' '''-- ' s''' 7 ''''' '''. — ' ''''' 45 4 PAGE: 1 of 1 SEGALE BUSINESS PARK ...::. - ,,, , may 14, 2001 D2000-168 .. BUILDING 981 (SHOP) ,' ,-, . N/A Nsmr , . ,-. Contrict No.: , Segale Business Park Drive "C", Tukwila 0 981 R. 219 Client Pvoj.ct , 0. - T-1356 64z-.1,.:1 I arrived on the jobsite to perform special inspection and field testing for today's scheduled epoxy and Kwik bolt connections. Inspection and testing performed as follows: . . , The contractor has drilled holes for the carpenter shop shear wall at both locations, as well as for the carpenter shop roof ledger. All holes were drilled to a minimum of 5" and cleaned with compressed air and wire brush. All materials and workmanship are in accordance with the project plans detail G-3 for the shear walls and E-4 for the roof ledger. All work performed on grid 18. No exceptions noted. Indoors S. . 7 ,s...,- :,;- z: .•`...:.. . let. UI$NCTSI '''::-. D.SMITH/cg , - , . ' DMStnith / .ICRoss REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY PERMIT CENTER CONSTRUCTION TESTING LABORATORIES, INC. ISSUED RECEIVED CITY OF TUKWILA Word I Data Tvnad: 05/15101 / Data Rand: 05115101 2 1EPORT MAY 1 7 2001 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 --�, ,. QEPORT MAY 1 4 2001 CONSTRUCTION TESTING LABORATORIES, ING SSUED am e, Pik vri MARKS:: �_. -- waardrea4�°J Client e SEGALE BUSINESS PARK BUILDING 981 (SHOP) egale Business Park Drive "C ", Tukwila �Gl `1f ns r 7 6" x 12" Concrete Test Cylinder s u i� is �rSys4 + F t ii Th Ca t :�',) T' ✓ a 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 J• t 1 •. d f Y lZ h . 0' 4 t �• S� S� „re re Word I Date Typed: 051091011 Date Recd: 05109101 ::INSPECTOR eSti l m m m saarri: > : . f•, a May 08, 2001 Ma 07, 2001 D2000 -168 N/A 981 N/A 218 T -1356 +:9 • S.HONG /cg Snuth / JCRoss REPORTSRAII:` NOT''BE :REPRODUCEBEXCEPT:INFULL •.WITHOUT THE WRITTENAPPROVAL ::OFTHE' - LABORATORY .,.,•,.: �swsrurav5 ..,•. w,.,;= v..z..sr4m.1..,,,,,V 17 1,4 4:NT FA3ti: Yk4 .'4•,a,'7!?Yi'WFMt.Y.°,,64,g. E z 1 N W c U O 0 W = J H N u- W 0 = d : I- W z �... o . z I W W 0 0- 0 H W W . U � o w = ' ~O F- z t t T K .. ( H { ;, �:11t' 4.. - y� 4, - -,A x e . �t ✓,- F t t 1 tf "ilk; , , * ' y.'r M °fig .. c'�� s.s. 4 k { Qi'"r ,- PAGE: FtELC ..: I, ' M � y� ` ■ h � 4 .' .. }' i, .l'' , A :� �' :. 1 of 1 • 3,.x,a:,s SEGALE BUSINESS PARK Date of fn May 07, 2001 '• r BuY� o ".'. D2000 =168 BUILDING 981 (SHOP) P ,,l,,,; o ; N/A N/A Coe tract Na Segale Business Park Drive "C ", Tukwila or w o.rNo 981 No 216 cant, . Client T -1356 f ',*4 5' 11 .4h,e1 i Y.:6:) hx { !':.. .t .sA * k4, t , -Q' '' y 3 v V -. �'4 •ri' V.V .. ll'r, P t i' } K t{, 1h Z31 - -1- , .r. " 0. - .'.. ',..:1 t .. .. I arrived on the jobsite to perform special inspection and field testing for today's scheduled concrete placement. Inspection and testing performed as follows: The contractor placed approximately 11 cubic yards of concrete (fe' 4000 psi @ 28 days, mix # 5950A, 5.9 sack cement ratio plus 110 lbs Flyash) for the roof slab on the metal deck for the mechanical room between grids K.2 to "K" & 18.4 to 20 and the curb for the paint storage wall. 1 The reinforcing steel was properly: placed `in accordance with the jobsite plans. I checked the consistency of the concrete and cast 1 set of three 6 " x 12 " concrete cylinders for compressive strength tests as follows: TRUCK # TIME AIR TEMP CONC TEMP SLUMP 300 10:20 56 F 67 F 4W Cast concrete cylinders were placed in a curing box for proper initial curing in the field. o . An a , ; ` Cloudy - 56 F @ 10:00 a.m. uuceuna . S.HONGIcg ,, :' D MSmith I JCRoss REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULLWITHOUTTHE .WRITI'EN'APPROVAL OF THE LABORATORY REPORT MAY 092001 CONSTRUCTION TESTING` LABORATORIES, IN UED Word I Data Tvnad: 051091011 Data Rac d: 05108101 .._...w.am rust Xsrr mmvA.NOWWIC110effoNF , 9tMaMilil tt`irgel nar.7.4 {*r.T.I.v Y!;w a Tn r74.... 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 � W 0 ' W =` WO u.a ° F. W Z 0 . Z LIJ ~. 2 o ON 0 i— l —W u o Z ` = , OH z -- REPORT MAY 0 9 2001 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 1201 East D Street, Site 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 !.3 Segale Business Park Drive "C ", Tukwila Client Indoors ;'f: [•1 i i :t �.:. iH �. .!":i�. 2..r.'. •! •.L+...'. '�� -x;:. r .r",• +tF::. ° t .,i.. -,:. E4 H...:, I arrived on the jobsite to perform special inspection and field testing for today's scheduled welding and anchor bolt. Inspection and testing performed as follows: I inspected the welds for the mechanical room ceiling # 5 rebar to ledger angle connections. The contractor ' has welded the # 5 rebar at 12" centers. Welds are visually acceptable as per AWS and are placed as per the engineer's directive. Welding was performed by a WABO certified welder using E7018 electrode, SMAW. Also, I inspected the welding for the HVAC roof supports at approximate grids 18 & G.8 and "J" & 19 Welds are visually acceptable' as per AWS DI.1 -2000. Welds are placed as required by the engineer's detail. I inspected the ledger angles anchor bolts for the shop offices on grid 18 between approximately "G" to H.5. The contractor has drilled each hole to a minimum depth of 5" and cleaned each hole with compressed air and wire brush. Each hole received the required diameter Kwik — bolt. Workmanship and materials , are > in accordance with the project plans detail E Worn! I Data Tvnad: 051191011 Data Rani: 05108101 PAGE 1 of 1 T -1356 e�enc D.SMITHIcg REPORT SHALL NOTEEREPRODUCED EXCEPT IN: FULL, WITHOUT THE, WRITTEN APPROVAL OF THE LABORATORY — REPORT DEC 1 5 2000 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED SEGALE BUSINESS PARK SEGALE BUSINESS PARK WAREHOUSE BUILDING # 981 Segale Business Park Drive "C", Tukwila Client I arrived on the jobsite to perform special inspection and field testing for today's scheduled fireproofing. Inspection and testing performed as follows: I continued inspection for the fire-rated joint through the concrete wall assembly for the shop/mechanical room #105. Workmanship and materials are proceeding in accordance with Hilti drawing 10023A and UL system no. WW- D-102. Inspection is to continue as work progresses. Indoors D.SMITHicg Wnrd / Data Tvnad: 12112100 I Data Rand: 12112100 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 De. o f Ingiection: Dece_mberil 2000 02000-168 Contract No.: Jab or Wodi Ord.r No.: PAGE: 1 of 1 N/A 981 214 T-1356 DMSmith /JCRoss .':.• SHALL NOTHE: REPRODUCED EXCEPT IN FULL, WITHOUT THEWRFITEN APPROVAL:OFTHE LABORATORY Tm.utytirra. vit,..trz,r2,02Nriet z re - U 00 U) Cl) WI - 1— W IL , W o 2 I 2 I— II Z 0 Z U l 111 w , 0 E- L M 1,11 w u 0 Z 1 o 1- z ````a + . ; t, v i p� ,i x, �Cd''h .. 1 e� S.NI ! t.y. A � { •. �Yf" v1 L j r , .. { , Z.{ sl.. a Gk .� 1 r_ 5. 1 1eRs . z , `�, t y F , :. �7 "L � k1 � �' fs Y 3 � 'l .,, � f 5 ...dir�fr �li �i �� Y a 1"541. i� } } ^� 'P'+} racsimlle (433) 303-Z2J 1 ` r..�. .. 4 .:r } I .: %� -r�L r� _ . 1 , ,. s ?.T.i.'t i !* i y A} nt r+ r T •• :rA � 1 Segale Business Park 2 100.0_ DAT OR lN3t� f �� .> eikiiir tie: D2000 -168 p RO SEGALE BUSINESS PARK WAREHOUSE g NO BUILDING # 981 r xo. NIA Segale Business Park Drive "C ", Tukwila Ni " NIA "DDS 215 RE PORT , N T -1356 CONTRA , Client I Pacific Concrete Plt[)J * BUI LDING PERMIT #S SP COATS` D200040%. SHOP: 2 . 020001 WFUEL ;ISLAND D2000.043, RETAINING WALL,.= Ml 99-0209;ai d REVISED BUILDING = D99 014x:` I arrived on the jobsite to perform special inspection and field testing for today's scheduled fireproofing in- spection. Inspection and testing performed as follows: The contractor has completed the fire -rated joint for the concrete to concrete assembly of the shop - mechanical - room # 105. Workmanship and materials are in accordance with the "Hilti System UL System WW -D- 1012 ". The contractor is not working on the joint fire -stop for the concrete to tube steel for room # 109. Contractor was scheduled to work today on said assembly. NIA RE WEATHER :: INDOORS 1 WED.. 1_ ' C ,�r` :QQSPECfOR"' D.SMITH / fmd iiiiiii hail' MOT.i 4ifa0011iiiiiXXCiDT IN u , WITHOUT 7Ni NRITfiN AlrfROVAL .O0:TNi LUOAYITORfr ,. DMSmith / JCROSS ^PORT 000Z 6 T �_;i:i DEC 1 5 2000 CONSTRUCTION TESTING LABORATORIES, INCSSUED Cr+ 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 WCRf11 nafa Raviftad! 1n1191nn 1 flat Tvniwp ratan Raul: 191131900 z ~ v W re i 00 w _ ' N LL w 2 1 = v w Z = zo w o - 0 f- w I L I o w z 0 F. z x � i r r l b y t i P t ' ION . REPO , ; Y : . {, �,; : .• .�� r. ' T. ; : , PAGE: 1 of 1 SEGALE BUSINESS PARK ; Dttoo,nsu Decembe 00 Buibk%q Permit No D2000.168 : SEGALE BUSINESS PARK >' Purcli .ordsrNo... Name : WAREHOUSE BUILDING # 981 . c No . NIA < Segale Business Park Drive "C ", Tukwila Job or W ocit0 No 981 R poftN 213 :: Client P N« T -1356 I arrived on the jobsite to perform special inspection and field testing for today's scheduled fireproofing. Inspection and testing performed as follows: I performed a preliminary inspection for the fire -rated joint through the concrete wall assembly for the shop /mechanical room # 105 and the joint firestop for the concrete to tube steel room # 109. Workmanship and materials are proceeding in accordance with Hilti drawing 10023A and UL system no. WW- D -1012. Inspection is to continue as work progresses. ! j Indoors a�Ew wunu. un D.SMITH /cg :: /JCRoss REPORT SHALL NOT BE REPRODUCED EXCEPT >IN` FULL, WITHOUT THE WRITPEN`APPROVAL OF<THE'LABORATORY RCENE D, DEC 0 8 2000 REPORT DEC 0 6 2000 CONSTRUCTIONEMMalLABORATORIES, INC. ISSUED 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 Wnrd I Data Tvnad: 12/84100 I Data Rand: 12101100 'i- p � t `��. f: � S� t'L tSYyX *':3*� r J��S „� ti� S ?H ��7 w S II SPEQ' .101. ' tSTtREPOI - � . , CRETE . X39' {� .tY lafi � . .. : ., , d.1 � Cl t ;ti. SEGALE BUSINESS PARK Date:otInspection Building Permit No `i Nov am ' ; ( B2000.168 Project :;' SEGALE BUSINESS PARK : J' Co ntract Na ht /A"` 4� :Na WAREHOUSE 981 NIA ' J obs� f e ' Segale Business Park Drive "C ", Tukwila `' Job No' . =R e _ porf No ''.. :4. Pr+ 'lectt to 981 4fMd BSS 208 : r, T -1356 rCo nfr to . ; Client „.r:• Fo rm In pection Yes. Rebar:Inspected., '�. placement. ' Yes. Remy s F See field inspection report for information on forms and reinforcement steel , M e thod of,Pl Method' of Consolid •C Supplie Th lcat ionJbf Fl acemet:t`.5 17.5- 20 /D -F. Truck Chute & Pump Truck F Vibration No of;Yard(s) placed >?. 78 yd (s). ' � ` s Stoneway Maintenance room slabs on grade, elevator pit walls and mezzanine pan slab throughout grids Los ^` l tSa mipled ? D.2/19.3 , .,AT% "NV MIX # 5950 -A $ CE M J '`'CEMENT ,I ":. MORTAR ti � ;SIZE F 1 T 7'F:� 1 F . �';� M1 J..- f o /J 'f h ! 1 SACK; ' 7 .z .TYPE : � ,' I & II >`: , , , 2,.-. YPE . 7., . NIA AGO %" 5 :.SLUM P ; SW , AIR,% NIA µ ,Amt: •. NIA A it N/A } oun Co ncreti t . i ;, -. pec (Cash - 76 a F ;A 55 ° F r Inside li ck' #.. 426 6 ,.Time:Sampled r 9;00 hr. iTick F ' 173451 t D ESIGN'STRENGTHREQUlRED :. 4000 Psi 4:GYLNO ; '' - 1 .,NO j.:,.a. :DATE TESTED , ... Js�'AGE _ a' ', AREA r :;: "DIMENSIONS, ... ". ,': ` 127A 0-4656 11.1400 7 28.274 in 6" x 12" 4570 127B 0-4657 12.05.00 28 u u 5970 127C 0-4658 12.05 -00 28 5580 CONFORMS R emarks NIA ' k r}, e T .,,t �`. c.. C ' I Pt �',REV1EWED _ Di . ..% e c i men s .Recd i n L ' ab , Nov. 8, 2000 ` Ins • a ctor: ... E.GANNIc• PF SHALL NOT BE REPRODUCED EXCEPT IN FULL. WITHOUT THE WRITTEN <;':;- BY r: ^' =F DMSnrith.1 JCRoss APPROVAL OF THE LABORATORY REPORT - REPORT DEC 0 6 2000 NOV 1 5 2000 CONSTRUCTION TESTING LABOOlES, INC. ISSUED Wnrr1 I flafa Tvnarf• 11I(IAI00 I nafa Pannrf Rat 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 z 00 W = �. w . WO L a N ° . I— la z �. ; I o W uj U O— CI H W W U w U= I= 01- w l ev 4 d , a. t y } ,.' �<''. - ;.i :4 . r '°: : 3 , r . ry � 1 ..,� r r ya e' :; 4wl , v` ✓4 } � 1. C D � ` .� 1 O � t .,� ; F i ., i. .. . r .. i s }J n. ..'1 >/ ; } `'' ' Yr A J .' 1: f .fr. t -. f. . :. } ....... Facsimile (253) 5 ,. 383 83 -2 2 231 3) 1 ! ��' � Segale Business Park DATE OF INSPECTION �LtENT BLDG PERMIT NO D2000 -168 PROTECT SEGALE BUSINESS PARK WAREHOUSE JOB ur W.O. No `— - 981 ' NAM! BUILDING # 981 P.O. NO- ,: N/A _ ' YROJBCT Segale Bu5ine5S Park Drive "C ", Tukwila 'CONTRACTNO N/A ADDRESS, REPORT NO:: 211 `CONTRACTOR Cl I Pacific Concrete PROJECT T-1356 B -PERtm. i S: SPRAY COATS-. # 02 2 59, SHOP: #t 02000 -16$, FUEL SLAND: • * # .D 2000 .043, RETAINING WALL. #t M1 - 0209. and REVISED BUILDING: # D99 ;0143: ` - 1 arrived on the jobsiteto perform - special inspection and field testing fortoday's scheduled welding in- spection. Inspection and testing performed as follows: I inspected the fillet welds for the ceiling ledger angle for the shop/mechanical rooms. The welds are visual- ly acceptable as per AWS D1.1.2000 and are placed as required by the project plans. Welding performed by _ a WABO certified welder, using E -7018 electrode — SMAW process. •N 7QvTEW D B"` r -. ' c REMARKS : ; WEATHER CLEAR • I NSPRMR .: -D.SMITH I fmd aifORT ikiii MOT ii'RmODUCEO IXWT IN FULL. WITN011'T 1Mi N RnnRA .;oipaAL 0 /.TMi'[4*ORATORY .:r DMSmI1h / JCROSS / ,� �I 'iEPORT DEC 0 12000 CONSTRUCTION TESTING LABORATORIES, INC.ISSU t } p ;yVI !+tn.� �Yxx�a s..•Y �.nrY�V.raLnvlr.�.}nxTM�;wa. Mx :ri'TV...�w aw: �� 1201 East D Street, Suite 101, Tacoma, WA 98421 WfRn I nata Raviaad* 1Q114100 I nata Tvnad! 11I2RI00 I naiad Racr1:1119710(1 .7•;!u7':'Sx.".iay �.. rn..,M;nn i&'!'.+N�.C:..T. r., vv�'rfaw.�...F.. vr,,.?ne.�A+ alp '� "�P:+i�J;:`:�f+f..!n';e1.•S z re J U' U O (n o, CU r N W W O ` 2 u. El I— 41 Z I— O Z D C) 0 I— Z Us LI Z u i O z NCRE4TEaASVO'C 0 ,40,4: . 4 1 Client ::" ' SEGALE BUSINESS PARK Date Ofiliii '- ' ." '''''5', November 7, 2000 11 ' Buildih0' : ' , Permit ol.:;:".'" 0 No -,7 , ,,,. :A.', ' B2000-168 ..t., rOjecV SEGALE BUSINESS PARK -::';''Colit', , - N/A Name WAREHOUSE 981 'p;4: N/A :,,,.. CO Segale Business Park Drive "C", Tukwila „ j'aji: ,. , _ , • i.eitA ::,'R ' : 981 i'..i.i.:,:: 208 - , it Mitil Client ., '... - !4 , ..PiajeCt 0: .. - T-1356 - Inspection - .., - . Remarks: N See S3 Yes. i - ' ., _ placement. ‘: . field inspection report for information on forms and reinforcement steel tt,P0.00.0ii e , „,.. ::pt solidationt.:{; Concrete L L o c at i ont ..',, acernene5,: 17.5-20/D-F. '' cgi Truck Chute & Pump Truck . ■ ,I, t a • Vibration : ''' :Ogg; Pike p laced 78 yd (s). r ''. Stoneway Maintenance room slabs on grade, elevator pit walls and mezzanine pan slab throughout grids ' leei D.2/19.3 , ;,.. c .' V, MIX # 5950 t 4EMENT.:?;: R. .' ' ' • '). A ,...„ : ' A 7 .t.: ''''s:,,: I & II A.,,, TYPE. 'gs. NIA ',;' AGG - 3/4" it''.'; S , 6%" '4AIR % . NIA - mixtu 4 N/A Amount ..:, N/A ; 4 76 '',..: it:Te 55 o F :-.:!. • h ._ Inside 426 ,,-, ,.,.... 6 ‘4i:TI:* 40 9:00 hr. 'P'.,:. taket 2;;:; 173451 SPI(STRENPIKR4991R ;,, 4000 Psi .:2Y-,itYLNON.,=-YRALAELEAMW '‘ AGE.. K`,,:',='0' '7:' :;?.ijDIMENSIONSI, ".1.'0.: 127A 0-4656 11-14-00 7 28.274 in 6" x 12" 4570 127B 0-4657 12-05-00 28 127C 0-4658 12-05-00 28 CONFORMS Remarks :i4 NIA . , , ''.!:',N1*; .,. , ;iiinell i';:Ftederidlib:'.i Nov. 8, 2000 16: ;`iiiitie: EGANNIce ,i REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY REPORT NOV 15 2000 CONSTRUCTIONIEVINGELABORATORIES, INC. ISSUED NOV 17 2000 COMMUNITY Wnrrf / rlafa Tvnad. 111Mlinn I nata Panne, Rae.* 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 —2 CO Ill LIJ w 0 I— Z 0 W w 2n C.) O ( L ) O I— W U. /6 w z C.) o 1- z ;Form gi pectid , Satisfactory PA ebar:lnspecied Satisfactory .Remaiks See field inspection report for information on forms and reinforcement steel placement. MethoerofP ? Truck Chute , Noaid(s) placed : 19 yd (s). 44 Co ns ol id atio n , Vibration s ' of Y Conciete Supplier i ;ti ,j Stoneway Concrete s:Locationi f PI acement:y ; ;1 8 tilt up wall panels, of the mechanical room and footings for the mechanical room walls. ; er oiiiSainpfei' Top center of the man door panel. :MF.�.JATA t ' N`z MIX # 5950 -A ,CEMENT : : �'CEMENTa , ^, MORT SIZE cA yy TYPE TY. ,,.- .' -;`, NIA AGG %" .SLUMP.'.; 4" . AIR % ` NIA 5.85 r' I II J PE v7r�Cil� i`' i . 1 •� .�..? .:�. i a..Adriixture ,y= N/A ,, ,Amount N/A T Con cr etaTe mp ' 66 o F �Air,•Te 54 0 F ; : Weather : Cloudy Tick # h; 420 Spec Cast 3 'f;Time S ampled : 8:00 hr `Ti cket-#g 168393 No . DESIGN -STRENGTH ; REQUIRED : 4000 ?' PSI ;k'CYLNO. ; ' .LLAB :NO... ' .M DATE TESTED , , . - "AGE. `4 .:AREA .' '' c ,?;::':DIMENSIONS', ::: , , . , . ,.: PSi 1., . 124A _ . 0-4485 10-18-00 7 28.274 in 6" x 12" 5020 124B 0-4486 11-08-00 28 " 6820 124C 0-4487 11-08-00 28 " 6860 r' • NFORMS Reriarks Y ' NIA REVIEWED ti a .:: peci menCs�° R ecdtn l ab:, l Oct. 12, 2000 ; l nspector. E.GANNIcg , .., ` . .- :." DMSmith I`JCRoss COMMUNITY DEVELOPMENT RECEIVED CONSTIftd1 TESTI 0 .1.'7 th'?tr.!JI+.f t.y�aRk!tf'?aanS�t Yfvn +�;.•;:a r:•-.< <,..,. REPORT , 3EpORT NOV 1 0 2000 OCT 1 9 2000 NG LABd SRIES, INQSSUED 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 Wnrrt 1 11atw Tvnal• 1111131nn 1 11ata Rorw t Ran& P colect'N ale Business Park Drive "C ", Tukwila :� iNSPE io ta TES.T:REP.OR ;farg4-b CONCRETES AST CI :�� .ten i ..:'.+J .. , r � d .. .. s' ' C� --�.�� i� - °P�►G S67 i , d ot SEGALE BUSINESS PARK Date,ol� inspection k October.11,.2000 Building Permit No :t `'``BLD2000.168 fC ontract' . N o '° .. N/A NIA 981 201 T -1356 z w cm O 0 w J • w w 0 g 1— _. Z z ui U ca' O N ! C I- w o w z U -- 0H z SINSPEMOtt&TESTMEPORT:iek.A;45,CONCRETEIg..(ASTP4 - .530::10:I 1 ";Clienti,c;:', SEGALE BUSINESS PARK 41:.Datiiorlifspeotidif; NCO November 1, 2000 .. ' irtiet!`..::, .-...'.BuildingPeiiiiif ' = ,. ' . SEGALE BUSINESS PARK . i:.:..,, : :::! : . N/A . WAREHOUSE 981 . ,. , . , ;.i , :.' :iNii;'' - N/A • '''''',.;',:'. vt,,,. i Segale Business Park Drive °C", Tukwila • . , ....,... A ;, , . e : tt.N ..... .. 75 ; i:t Repo 981 ....... . ..,:;:.=, 206 T-1356 '4rittaktti, Client '.& . . ''''3 '' ` See Yes. AR'etiatliii placement. Yes. field inspection report for information on forms and reinforcement steel ..; ' 0 ; ,.,100ipen M eth o d ' ' C oncrete : Supp aion:�f Pl ; Pump Truck i '., Vibration ,-,N iot..Yard(tiiOlade03 80 yd (s). • i , Stoneway . ment . Mezzanine pan slab at grids 18-20/A-D. 1:6^';Atti:itvZSainj4liiidiY4 At grids 19.2/B.8 Kti.,JATki:n MIX # 5950-A CEMENT CEMENT lli V,';r4MORTAR i.;- '');-"ii:::ii$ .,;...4:•.4:',.,...::::?'-:4::,.747=', .. '' SACK dZA 7 ! '''''"..,:, I & II ';,.:-:,,,..' -i .?;i::1 , .: NIA '-;;'-'6,!..; AGG. ' 314" ', 6" '?:Ali4.% NIA Admixt tj,ig N/A :f.YArliotin :::' N/A Cii - 63 0 F ;A ildh 54 0 F ':Weather Inside '-qrticifrik.,';':, 413 3 Tithe - ai_i 8:50 hr. •iF2; .ij:;', 172242 'kPgq 4000 . psi CYLI:NCO. ' :6AREA :i.;;;V,' . : : 126A 0-4615 11-08-00 7 28.274 in 6" x 12" 4100 126B 0-4616 11-29-00 28 . 126C 0-4617 11-29-00 28 " i. C ONFORMS Rontii.kii4 NIA .„._...„ ., ,, , . • , , . „ . .., . . ... .. , ,, C:::::: Nov. 2, 2000 ',Y-Iniiiieater'...:: E.GANN/cg BY . :J , !.:, , ' , 1)MSmith I JCRoss piTilnuT SRA' ,I, NOT BE REPRODUCED EXCEPT IN FULL. WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY 1 RECEIVED ISSUED CONSTRUCTION TESTING LABORATORIES, INC. Nov cuOu COMMUNITY DEVELOPMENT wnrd I non runoff. llIIEIIflfl I nata Rannrt Rath • REPORT NOV 1 0 2000 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 z re W 6 = 00 (0 • W W U) u. uj 0 g 5 .C a 1- ILI i-0 Z W uj 0 u) , 0 - 0 I-- W I-- Z w (/), 1 o F. _PORT N0V 1 0 2000 CONSTRUCIFIONPIgiiNG LABORATORIES, INQBSUED SEGALE BUSINESS PARK WAREHOUSE 981 Segale Business Park Drive "C ", Tukwila NOV 13 2000 COMMU'`" " nF1lFl_OF Want / Data Tvnad: 11/09/00 / Data Rand: 11/09100 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 I arrived on the jobsite to perform special inspection and field testing for today's scheduled concrete placement. Inspection and testing performed as follows: The contractor placed approximately 78 cubic yards (7 sack mix, 4000 psi, mix # 5950 -A) for the maintenance slabs on grade, for the elevator pit walls and for the mezzanine pan slab throughout grids 17.5- 20 /D -F. The reinforcing steel is Grade -420, clean, properly placed and lap spliced to conform to approved jobsite plans. The concrete has been placed at a slump of 6" to 6 %" throughout today's placement. I cast 1 set of three 6" x 12" concrete cylinder samples for compressive strength tests representing today's placements. For additional information see today's concrete test report (to follow). REPORT. SHALL NOTBE'REPRODUCEDEXCEPT:INFULL WITHOUT THE WRI'ITEN'APPROVALOF.THE. LABORATORY z w 00 N0 : co = ! J w o u. _J = d � w Z 0 ! z H. w U 0 ; off' 0 H w w . Z ' = , 0 ~ z 'lthtrf�lT " µy. .7. 1 1 4 %1 ' rS --'1EPORT NOV 1 0 2000 ISSUED CONSTRUCTION TESTING LABORATORIES, INC. RECEIVED J mx CLIENT CT :: RESS CONTRACTOR. ICKEC MARKS N/A NOV 13 2000 COMMUNITY DEVELOPMENT DATE PICKED •UP Nov. 08, 2000 DATE SPEC. CAST SEGALE BUSINESS PARK WAREHOUSE B PERIL TNO. 112000i ll egale Business Park Segale Business Park Drive "C ", Tukwila Client / Pacific Concrete ; A< N POI :•• 6 concrete cylinder mom up BY (INSPECTOR) E.GAN N /fmd ?fr EPA' :iiAic NOT ti *iIAODUCEOUCIPT'°IN,F1% R,WITNOUTTNrr W vTT NAmOVAC OFTNU MOO" Word I Date Typed: 11109100 I Date Recd: 1110912000 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 .1 NO CONTRACT NO. JOB or W.O. NO. REPORT NO 209 PROJECTNO- T -1356 :Q REVIEWElli : Bel ..;, ,. . Nov. 07, 2000 N/A N/A 981 ST IN:G s pecimens) •specimen(s) specimen(s) specimen(s) specimen(') e pecimen(s) DMSnilth / JCRos, z Z 0 0 co 0 w cn w 0 u. I . z � I- 0 z � LU w V ° ' O N 0 I— ww i H ' IL w z 0 — H 0 z REPORT NOV 0 7 2000 CONSTRUCTIO �T�NG LABORATORIES, INC. ISSUED ... �EC CIVED ample Pickz Up; Rej Client y Z F t R� SEGALE BUSINESS PARK or+tnPIc u1 November 2, 2000 Spec C .� : November 1, 2000 SEGALE BUSINESS PARK 8ui1Pennt,�: $11 = 168, WAREHOUSE 981 Purchase Order /- y Job or W.O. No Segale Business Park Drive "C ", Tukwila { 044 REMARKS: acn ach ach ach.. REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY NOV 0 9 2000 DEVELOPMENT ckei Ugiaransporte {TOItie-Laborato Prepared'For;Testin 3 Each 6" x 12" Concrete Cylinder Word 1 Date Typed: 111031001 Date Recd. 11103/00 u'• 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 Corttnct No Report No. Project . No.: INSPECTOR .• REVIEWED Samples Samples Samples Samples Samples Samples ..' N/A 981 N/A 207 T -1356 E.GANN /cg DMSmith'I JCRoss — FIEPORT RECEIVED NOV 0 3 2000 CONSTRUCTION TrNt LABORATORIES, INC. ISSUED UUMMUNITY DEVELOPMENT 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 SEGALE BUSINESS PARK WAREHOUSE # 981 Segale Business Park Drive "C ", Tukwila Client P ECTIC E.GANN /cg 4!t to 5l Ward / Data Tvnad: 11/02/00 I Data Rand: 11/02100 0 PAGE:1 of 1 T -1356 I arrived on the jobsite to perform special inspection and field testing for today's scheduled concrete placement. Inspection and testing performed as follows: The contractor placed approximately 80 cubic yards (7 sack mix, 4000 psi, mix # 5950A) for the mezzanine pan slab at grids 18- 20 /A -D. The reinforcing steel and welded wire mesh has been inspected and found to conform to approved jobsite plans. The concrete has been placed at a slump of 6" to 6W throughout today's placement. I cast 1 set of three 6" x 12" concrete cylinder samples for compressive strength tests representing today's placements. For additional information see today's concrete test report (to follow). REPORT SHALL NOT BE REPRODUCED EXCEPT.IN.FULL WITHOUT THE WRITTEN' APPROVAL OF;T:HE LABORATORY z re tu C.) CO W ', W 0' 2 1 < '. CO F=- W I-- 0 Z ►- ILI al U _ C 0 0 z �'r �' ''''''''.1 . .+�( } i, f. •Lutf r�Y -'t 67 y!�J +r.(G �t "'L ,C�.:C ' PE I y.RE ' .Hr IiY 'r, x'' : i� + .} iP V } i fii , ' ' i �j�V�r4 C 11 f{"l ,4% xa..,,� ri 5. ,.;-,1 , z , 4 .A76- :, 'ru ' l' �, " x, ''' .,1, - 1 f ' 1? i ;} 1 'A= yl j!, „ VA PAGE: 1 of 1 SEGALE BUSINESS PARK ;� �,�;, ,, October 11, 2000 `.�..'� L DZ0 0 =168;. ,F. P«��o , r �, WAREHOUSE 981 : ar�,..`ob,rNa NIA NIA '...Contract No . Segale Business Park Drive "C ", Tukwila i oe a „�,, 981 201 Client T -1356 „k+ o - , r. .4 , : ., .., .k' :, x bw,. : w. ,.,. ,4-k> ; k ,t f:x,- c ,: y. x+ 1.. :{. t , .. , , I arrived on the jobsite to perform special inspection and field testing for today's scheduled concrete placement. Inspection and testing performed as follows: The contractor placed approximately 19 cubic yards (5.85 sack mix, 4000 psi, Mix # 5950 -A) for the interior mechanical room wall footings and for the 8 mechanical room tilt up panels. The reinforcing steel is Grade -420, clean, properly placed and tied to conform to the approved jobsite plans. The concrete has been placed at a slump of 4" throughout today's placements. I cast 1 set of three 6" x 12" concrete cylinder samples for compressive strength tests, representing today's placements. For results see today's concrete test report (to follow). • Cloudy -52 @6:30 a.m. ` �ri h , , , , �� r 1 :; : E.GANNIc� DMSmith `f JCR REPORT ' CEi .i OCT 1 3 2000 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED COMNiUNI �' y DEVELOPMENT rfair,; 5a�wafv+'vanzdattlS'Nh' lvM rtION oymorm gy:i",r,u._,,..U. . Wnnl / Data Tvnad:101121001 Data Rand: 1011210n 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 z ?: CL 2 U' 00 N o (n w LL . ww 0 ' LLQ g � V w O : w ~ w D o 0 O I— w • 0 o w z O — 0 z WiNSPECIKINVESOREPORF 1 r ..f 4 • Tek , , .p, ,, , ., „ .1 SEGALE BUSINESS PARK -.t e , • October11 f '. 2000 ,....,. - , . ,J,. .. ,i' -', ■14::- , 1 ,:li 0 '" - 10,C". 1.,,A ''' - ft ' '., ''' ''..BLD2000408 ,...'- WAREHOUSE 981 ,...z,,;,:xt 1,',..k...,,, .,: r _ l' r N/A "4. .,:c ,t , , ' ' f ..!` A • ,, ; 1 M. ..:,. ,,,,, e ■ ..,,, -,-..,) NIA ,:,...1, atisi Segale Business Park Drive "C", Tukwila rele.7 Arte zop ,A, 981 .e --. - 1: s, r.4 4- ....".", n„.•.- . -_-q.:4. 1 ' ''r":1`4 J- ' ..,,„,,,,,,::::. 201 ;...,.,:-,,..„,.....,..,,,,. CoOtraCtoC,,k1 Client , ..1.-qP,toject T-1356 Satisfactory kRebar ,I i,. ./...,,,, Satisfactory 1.,.., ' es.'" ., • , ..! ..... See field inspection report for information on forms and reinforcement steel placement. , - ,,A7,4•MQ41/ 74.4.4' — 4 '. 4 n. ...." •• ......, 4 V Truck Chute ' 4 r'i Kit Vibration 4 0 a (d)TI 19 yd (s). Stoneway Concrete 8 tilt up wall panels, of the mechanical room and footings for the mechanical room walls. To. center of the man door sanel. kl MIX # 5950-A GEMEPJ w-,-, Effwe.:, at7•P .,..1 - ekd 5.85 ,57.4:14:Alart.„ _.--,r,.$2 mtxfareW N/A f.1-'4 :j , ; . IkeV v n . SL i ktl , - .4.). '.. " I &&U ..g ''';:7:' NIA --, ' 14 ''.;,.... 4" °At NIA :? ‘4 N/A A J ,?: .1.1.') , • 66 • gAier ' ''', 54 0 F g a biEt. Cloudy , 420 I 3 glii; gi jited`fi 800 hr. ' 168393 54' ..,.,' ....1.■...--....,.........—, ,,a, 'stD SIGNSTRENGTICRE tiIREDA, 4000 I TACYLIANOZ. LAB NO . '' , 74is5iDATETESTErrilk . .:::::.',Pi -A' - El ,..:6• i -,:ze:-49,-AREk-7.;,,,,, .. . , e , -.. ,-, :61u1MENSIONS :- 124A 0-4485 10-18-00 7 28.274 in 6" x 12" 5020 124B 0-4486 11•08•00 28 124C 0-4487 11-08-00 28 CONFORMS ."--- --- NIA :. e je" 1,, it r., , 77 : ..... . '.■.%<:z -,- e,' ...,:., ..:.;,,...,;: rc , NI Oct 12, 2000 f ector:...# E.GANNkg $,LP;:! AIMIIIMINIIIIMII PORT OCT 19 2000 CONSTRUCTION TESTING LABORATORIES, INQSSUED •-) ■wevexm 4".7.11-4 r4MOM Wnrri 1 flata Imo* 1A1131(111 I rhata Rannrt R.th 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383- P ci(;t-( c„ u,: rk., ; - — • • • • • • la- 2 -J 0 co 0 U) LjJ LUX —I I— 00 u. uj 0 2 g -71 u.. < w I a I- al Z I- 0 Z uj D O, o 1— w u j r - Z LU 0 - 0 1— z NORTHWEST FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and aonrov.,1 SEGALE 981 PROJECT I. 3OVd • ° NYdZE :E 00 _.. --...aseuragmatittftwommtrandlean 33 w' SHOP ADDITIONS TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS May 25, 2000 ENW Project No. 99024008 CODE: 1997 UBC SEISMIC: ZONE 3 WIND: N/A SOIL: SD ALL OTHER DATA PER EXISTING 9B1 PROJECT DRAWINGS ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6868 WOOOLAWN AVENUE N.E. SEATTLE. WA 90115 (206) 525 -7560 FAX (206) 522.690 f6Ebb 9Z9 90Z At.'ONIVEO CRY OF TUKWILA MAY 3 0 2000 PERMIT CENTER 3111V3S MN3 :A8 1N35 h co w w0 g = w Z o ' Z tu D o N ' O I- w W _ U U. — 1 O '. 111 ■ O ~' z (61391 ON Xt! /XJ.1 LT:OT EAM 00/;T/P0 'FROM : Marvin Minors True JaiSt FAX FO. : 369- 403 -3336 ` i/ w•1 o.UVG 1J. LL LLlOL f UlOOL AP*'. 10 2090 12:.7PM P2 I xuLt, t!I �,1NC55 rW ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. • SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX #} (206) 522.6699 Jos NO. gq °24 � 1 41° a JOa NAME $ /G• Y/ C'bops ` SUBJECT •elealabion I h�L FAA' Ad/4' 6, L- .L .- fF/C LA- rf. Act — Cif— OPFmr/z cr. of (- H *z r Z 30Vd 41dae :e 00 !6Fbb sus 902 DATE 5- - ZS. 00 SHEET / OF By % 8 o•r D. k. RILCIINR'D CITY OF TUKWILA MAY 3 0 2000 PERMIT CENTER 3111t13S z W V+ 0 CO 0 co w CO W W 0 . g Q � v = W r . Z e- o ; Z W W D o. o i- W H LI o w 1 7:_ I ' ENGINEERS- NORTHWEST INC. PS. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522 - 6696 Joe No. _ [[�rr Joe NAME _ 4_._... Sti ' L!f S SUBJECT OTf'ic. ` ray h •Ffakni;lt' Fraimiwa , 1) Lk •p n ' 4 ,0 X y r 1 Ivrx I l is 7 ft*I: lOir r)f M '- lorrx 17)12 9i S } Ft , VIM 6 v s 9V 64/4. .1% mi1 q � l os cs2f L717 17- (314) E (t 4N) (iorrx is' ►t : 1.13 Z`r 4 1'4,)t$ -., T= 1 roIsls) 15"Ml �► 1 1 - 1 / 1 9 (1•00( 44,, 0 slrb)< 19 z 314 bG% pXR ` ; - Iz3z rrf ;ea ; Lv = 9 ( i1 t) x %L(LDXIz) it, 3ti DATE SHEET OF 9 Y SV °I 111 0,566 y v. K, 360 7 5' 'la )1/419f,.n 0.770 p.' x 6 41 17r- (MI ) WS .L O'61AECEIVED 6 CITY OF TUKWHA MAY 3 0 2000 PERMIT CENTER 00-9Z-AM f 5 I4' 5Z5 sou �3111b3S - CY77ta ttz.nla ____ Iwtltl t+ttxmf Ma F w J 0 0 . v) ° co w _ I— NI w o` = d . H w ', z � o ' w uj 2 D 0 o co ° w H V ! r- — 0 Z 'U N 0 z ENGINEERS— NORTHWEST INC. P.S. —• . 6869 WOODLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 • (2061525 -7560 - FAX* (206) 522.6698 .100 No. q ( O(/ 1 JOB NAME �A l.Fi ` S SUBJECT ffl E.0 1— A'CreS.A. ' 2-C( wouO toms 3 So1�- egorox. 5 p V lA 2 5 K co, x . _ .�. S )l 0,16 K i, p TAY tc "(Ai 5.5 9 3JVd !YMd66:E 00-5z-Avvi !6i.n 525 902 DATE ti -11-00 SHEET L i OF BY 0 K CITY OF TUKWILA MAY 3 Q 2000 PERMIT CENTER !3111V3S MN3 :A6 11435 re U` o O co 0 UI -J w O � < e H w I- O Z H; U.1 uj 0 co 0' 0 I I-v z tii V .= O Z ENGINEERS - NORTHWEST, INC.P.S. 8809•WOOOLAWN AVE. N. (SULTE 205 SEATTLE, WA. 98115 Input eji .,, SharJed calls rnber : ?»;:; t; :,•. ....... Job.nu , • ' M .1.lW. 'X3'E�R'Tr . ............ .... Job name : •'Shdt ...,.,., .................. .4 ::, • . ...._...» ._ ......._, .....�i 87 UBC Section 1630.2 Static Force Procedure - Building design base shear SHEET GO• OF Rev.3/23/99 T In ut Structural system type = i, m Tb1.10 4N (Abbreviate Ihus; BWS,OFS,MRF,DS or CGS) Lateral Force- resl.dng system = 'Jy i .1841 B.; 4 cane ■ !!...:XL•Y. I. = -: 4* 'Fb}16 -K Imp 4i:3` lavet in main portion of structure Orb/ _base) Shc•pralla typs ■ :: : :SD{1Tb(. (If unJmown use "SD" Na = --t oQ m116 8 S.0 ( Greater than 1.0 only in seismic Zone 4 Nv =1:: :t X tTbl.16 -T & U ( Greater than 1.0 onty in seetmto Zane 4 ) Top of wall elevation (parapet) = ,,;ift. Efevetibn atop of waft laferal support =a;;, 3 R. ut et= 6.02'• Sec. 1630.2,2(1) R = 6.Q T11:16& P Ca = 0.39 TbI.16q C = 0.54 ThL18-J.& R Ca' = 0.38 ,a•Ne (Ca' not = Ca In seismic Zone 4 nay) CV = 0.64 vNv (CV not = Cv In Seismic Zone 4 only) Z = 0.3 Tbl.1e -I T = 0.178 Eq, (30.8) Eq. (30-1) Vu • (C1/ IR'1VW = 0.5503 'W W a building weight (# or kips) Eq. (305) Vu • (2.5'Ca" I/R)'W = 9J838 -. W Upper bound al Zones Eq. (3043) Vu = (0.11CaI)1/U = 0.04 'W Lome bound all Zones Eq. (30.7) Vu = (0.8*ZAlv/R)W = 0.0436 IN Lower. board -Zone 4 only Controls Vu design in 0.1634 'W Ultimate V design = 0.1169 'M/ Working (1.4 ult. factor) Section 16322 Wall lateral forces - perpendicular to wail W ■ wall weight (psf) Ca' = 0.36 Ip = 1.00 aplRp. = 0. 833..Cautilaverad_parapeldsslgn MI. 19.0.1.A.(1) aplRp s 0.333 tali wall design Tb1.16.0 1.A.(2) tuthr p■ tot elttccref•pansapet hr/Fr e• 1.00 GI top larieral support hacmr b= 0.00 411 bottom o wai Eq. (32 -1) Fpu= 4.0*Ca'Ip'Wp = 1.4400 *W Upper bound al Zones E4 (32 -2) Fpu■ ap Celpiltp'(t +3tadbr)Virr•• 1 CartkievereatmsePet (tco o(Osio«) Eq. (32-2) . Fpu■ ap'Ca"Ip/Rp *(1+3m/br)Wp = 1,2000 IN Cantilevered maple (boo of mod) Fit C" -')_ Fpu■.p •CaiplRp'(1 +3tad)v)Wp= 0.4819 Maim (MM 01 parapet) E . (32-2) . Fpu• ap*Ca9p/Rp *(1 +3 Whr)Wp = 0.4800 W Mein walls (0 point of anchorage) Eq. (324) Fpua% ap'Ca 1ptRp'(1+3Fodfp')Wp+ 0: 1200 - 1N - Mairn•yarrflW(bettom of wan) Eq. (32.3) Fps 0.7 = 0.?520 'W Lower bound W Zones 21121T2112 91. Vtadesigrts 1.:26490119 Wime1a,{taeprof pampa) Canbda P _ __ gal design Vu design = 1.2000 'W Ultimate (bottom of parapet) • ; )fti V d.siyv = 0.t1009•'W Wocklag i1.4•ult. faCtOr )tripOlparapet. V design ■ 0.11671 'w Waking (1.4 ult. factor) bottom Of periteet . M design ■ 0.00 IN (k -lt.) Working (1.4 uIL factor) bottom of pirapet 22021g2 k1). Vu design 4018 W 0.kinnebe (top of perir>dt) e9 Y;, W .. Vu desig .1: 0 4000 W Ultlme (®point of enrJaae) " l 11u deel9nl 02 W U umms1e (b om of watt! { ,; V•desipn•f W Worldng( 1.4 ult factor ) top of psr+p. V design = 0.8429 IN Working (1.4 ult. factor) at diaphragm level V design = 0. 1000 'W Working (1.4 ult. factor) bottom Of wall Wall anchorage faros P design 3.622 'W (alt) wkg.. point of anchorage Wall anchorage Min. wall anchorage force P design • 200'pf minimum wtt0. per Sec. 1811.4 & 19.13.22 NOTE: 1.) For we* anchor* Ille ate not embedde6Odfalnetan minimum multiply. this above watt byte for the anchor loads 2.) For design of steal elements of the wail anchorage system multiply the above anchorage loads- by.a•factor of 1.4. Sec.1933.29.1.4 3.) For design of wood elements of the wall anchorage system multiply the above laaads bra-factor oFS;65 ifirs PEI:MIl` CENTER minimum net thickness of these wood elements must be 2.117°. Sec. 1633.2.0.1.6 4111100 97 UBC EQ. 67EOSHR.>ds- h 30tfd • :E 00 `6141717 SZS 90E !�'- - 1 11 _ . ° QNP M m.. 1:. aMn_♦,». m-' rr,i ° +Y'S3.'"^..u °:S�wA .,....,.... ..o.,...- .,....,.r..._.:.tY�... C Q� I:A MAY 3 0 2000 •`3111b3S MN3 :A8 1N3S - ,„,,,..wo e,aaam+n ±uoAnW'gu mr x:,,,H# z W 6 U0 W =' co 0 NIL W O 2 IL. fns Z - 1- W z F H O' z I- W ui D p ON 0 IW � O t! I z ' V !Q z Job number : 0 Job.narrre : Seagale ShopAr+ea 97 UBC Section 1633.2.9 - Static Force Proceedure - Diaphragms L4 (!}elihhr�rrt "flexible" ?. " Innut °97 UBC EQ;" 002" 4 0.36 0.54 0.36 0.64 0.178 1.00 Outout Eq. (30-4) Vu = (Cv"UR'T)*W = Eq. (30-5) 1[u = (2.5 *Ca"'UR)" 18L= Eq. (30-6) Vu = (0.11 "Ca'"I)'W = Eq_(30 -7) Vu = (0.8•z'NvLR),W = Vu = Vu = Fu px = Eq. (33 -1)a Fu px = 1.0Ca1 wpx = Eq_ (33-1)b Fu px = 0.5Cal wpx = Controls ENGINEERS - NORTHWEST, INC.,P.S. SHEET L 5 of 8869 W©ODLAWN AVE. N F. (SUITE 205) SEATTLE, WA. 98115 Fu px design = 0.2230 'wu px (ultimate) F px.dssign = px (working) 1.4 ult. factor t 1 Ct= R= Ca = Cv = Ca'= = NY. 0.7567 0.27.60 0.0396 0.060. 0.2250 Tbf. 16-K S ec.1630:2.2(1) f61 P w/ 4 max. for flexible diaph. 7b1.18-Q Tb1.18 -J & R =Ca-Na (C ' not = Ca In seismlc.Zone 4.only) =CVNv (Cv' not = Cv in Seismic Zone 4 Only) Tb1:1.6 -I Eq. (30-8) 97 UBC Diaphragm Upper.bnund all Zones Lower bound all Zones Lower bound Zone 4.only Controlling from above 4 Equations 0.22150. 'wu px (Controlling from above 4 Equations) 0.3600 "wu px Upper bound 0.1100. Vu px Lower bound Rev. 3123/99 err OF TUKWILA MAY 3 0 2000 PERMIT CENTER 4!11100 97EQSHR.xIs !6Ibq S S 90z 31111135 MN3 1N3S z w 0 0 ' to p , cow, 9 Nu . w O q u . -a ' w O ILI D p 0 co O o H u rz —0 w • � O z.. ENGINEERS- NORTHWEST INC. P.S. 8869 WOODLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 • (206)525•7560 - FAX # (206) 522.6696 Jos NO SUBJECT JOB NAME 7 I, +C � 'cam A'(G t Ul a ih e. - p r f • If 11 'FF` --- rL J 0 n - vnLl 59 ' - 0 ft,A15 ft f t f 6 30Vd !IldEE :E 00 !6U'p S S 90Z W •51 i1YPif .•ter. ,rte i:.;��r DATE SHEET BY CITY TUKWILA MAY 3 0 2000 PERhT CENTER ENGINEERS - NORTHWEST INC. P.S. st ' 6889 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115. (206)525.7580 • FAX # (201) 5224498 Seyd �� s, 1,•o Jos No, G _JOB NAME DATE SU JICT e it AleLZ4rt I '- A A SHEET. L. 9 OF -.a --p 0 ti 3 t 411188 :e 00 S ;q = 0 3 R:$1 i T t t $ j !6E4 SzS 9O L 3i l P't Y or* C Imo OF TUKWILA MAY 3 0 2000 PERtlIT CENTER !3111V3S MN3 :A8 1N38 W o CO U W I J H CO u. W • Q Nd ' W F ; uj N W W U. D Z ' N ' O ; 6869 WOODLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 • (206)525 -7560 • FAX # (206) 522.669e Joe No. JOB NAME ;elate. cat. tite &1,'kh 12 "1 SUBJECT . ENGINEERS—NORTHWEST INC. P.S. /i1 (GI run. E,►t1 ■ w 0 ; P ), 5. 4 u" WziwdZ' 24bp14 Chord , Ntg X3� 11%1 it !)fie :S 90 so •, X�� � " DATE SHEET 1 - 6 OF BY (lux t� - 2(v) Zoq -�r 1 3s� Zo 1 Z(7 test l CITY OF TU I� IIIA MAY 3 O '100 PERMIT CENTER W 7U oo (no w � W O '. u. I- W Z H- 0 , Z W O co o W ` H 0 1L 0 O ; t il Z 0 I... ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (a06) S22-66p8 Joe NO. _ NAME SUBJECT O , tf M�t/LAYt &/I' ■ N/ ?(P1 )b1 Vr•1 y M�• f 18,4 K �..•- -',-^ 51r `ti/ t v q , (1z.i) W Cade: t ?4) f,F fi Q ear x / 1,33 bk, r�l If 1,1T K Cp% Ir 33 2 s 7 /g'fl e 3 ry % (2 VII 5ti' , 3 • Fl.ESOes; ZZ0 63 S 11S) DATE SHEET L 7 OF BY n . - � — 240 rf, t LS/!$6.4"r) • II 7-2,21{ 6370 Xz.B _ . ( 7 q . ' • 666 -. 3 N solo, v Y a orr vOFTUKKWlu MAY 3 0 2000 PERMIT CENTER ZE 30yd _ .. �YYd�E�E 00 !6 SZS 90Z !3111V3S M 3 :/ 35 ii, W O g -J (Da C1, Z � 0 0: - p ' ui 0 I t z s CFb = 1.0 F Ke(Ud) Kam Fri CFb = Cp(Fc') _ !wdIE: 00 ENGINEERS NORTHWEST, INC.P.S. 6889 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA 98115 I I ( I .. WOOD; COLUMN: DESIGN; WI COMBINED AXIAL COMPRESSION: d& BENDING:: . 1997:UBG ;. - .........:.. S I N G L E . KI AX1ENDINfl:K?ARAt:tEt:T'O "d"DMIENSiON: ..... . •.:::: .. ____1„,.»_,��, �..M. --- :.. ..MA IMOM'"e> iONiiE?tSWN.a:•1r• .. :. PROJECT NO. P ROJECT NAME ;' 24i ....r, >� w , ,,, "v...." :: gym •..,. ' , v .........: • • IS COLUMN A IGLU-LAM OR SA LUMBER OR MSR SAWN = .. ? � µ :infector TYPE OF WOOD MEMBER = :� . s •� °A� * feet (unbraced both directions w/ finned ends, Ke =1 0 Fc • b :i4.1 m. , :rs PIf (hat E ;:1o:% ; psi i durabon e factor O Fc Fb 2195 psi = FcC 32.76 Sec.2307.2 0.418 Sec. 2307.3 700 psi Sec.2307.3 c' = 0.9 Sec,2307.3 Cp = 0.306 Sec,2307.3 .. Pam FbC Psi ALLOWABLE AXIAL W1O LATERAL LOAD Page 1 A= M = 2307.3 (6I171' WS 90Z 188 in. 1 +Fes/F = Iu /d = 32.78 Sec.2307.2 2c' le = 309.84 Sec.2363.1 Fb' = 3192 psi FcE/FC' = Rn = 11.90 Sec.2363.1 c' Kb = 0.809 Sec.23082 FbE = 7744 Sec.2363.2 FbEJFb• Cb = 0.855 Sec.23032 1 +(FbElFb•) _ 123.000 61.5 7.105 M 3 M Idp-1t 1.0 for Fb" w/ AXIAL ( still use C =1.0 w/ Fc" ) See Sec. 2363.2 (4 Fb" ENGINEER!! CHECK ALL BOXES INDICATED THUS :- FOR CORRECT INPUT. NOTE BOXES FOR SPECIES AND GRADE DO NOT AFFECT THE PROGRAM, THEY ARE FOR FUTURE REFERENCE & CHECKING ONLY!! PROGRAM LIMITATIONS : - 1.) Pinned end columns w/ same column length In both dlnecbons. 2.) To use Cm (1mt use) & Ct (tempsraturs) factors adjust the Fb, Fc 8 E Inputs by multiplying by these facto • to Inputtm0. 3.)12" maximum "d" dimension. tb = .. Cb(Fb") = Fb' = :: '. :":: Pam = ... RECEIVED CITY OF TUKWILA MAY 302000 PERMIT CENIER SHEET L$ OF 1.9 (FbE/Fb1= 0,95 5/9/00 Woodocl2.xls 0.319 Sec.2307.3 0.733 Sec.2307.3 - 0.355 — Sec.2307.3 • - 2.426 Sec.2363.2 2.277 Sec.2363.2 2.554 Sec.2363.2 163.2 Z W QQ � U co W I f- u- W O 2 QQ LL P ° W Z = CI W uj 2 p U W L I O W Z . U = O~ Z b 1 30Vd Cv as 1 No reduction REDUCTION FOR TEMPERATURE Temperature Normal Ct =1.0 REDUCTION FOR GROUP ACTION Number of rows = 1 Number of bolts per raw = 4 Bolt spacing = 3.5 Area of main member = 30.25 Modules of main member = 1.8 Area of side member = 1,56 Modules of side member = 29 Reduction Cg = 0.96 Bolt Capacity (kips) = 5,41 Group Capacity (kips)= 21.64 •INdSE :E 00 BOLT DESIGN ENGINEERS NORTHWEST INC. Date 6889 Woodlavm AVE NE Sheet 1-9 Seattle WA 98115 Project 206 525 7580 fax 206 522 6898 version 1.01 C7.F te— G d I / c4e,ry 1 1 . cc,c v0y /w II Double Shear – Wood Main member -- Steel Side Members Main member Thickness in. = 5.5 Side member Thickness in. = 0.25 Bolt Diameter In. = 7/8 Angle in degrees to main member (0 is parallel to grain ) = 0 Angle In degrees to side member (0 is parallel to grain) = 0 Material is DF Spec Gray = 0.50 Load duration M 1.33 REDUCTION FOR WET CONDITION OF USE Cm Dry Cm =1.0 REDUCTION FOR END DISTANCE Cv The min edge dist = 1.5*Dia The min edge diet for a loaded edge = 4" Dia The min end dist = 3.5'Dia !614717 SS 90Z F- t.tet1 (FAA CITY OF T MAY 3 0 2000 PERMIT CENTER ENGINEERS - NORTHWEST INC. P.S. ,---% 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7660 - FAX • (206) 522.6696 Joe NO, • JOB NAME 5 eD ttit, DATE s' y' O• SUBJECT d' � cc Mttii,.ahigt P SHEET U OF jij4phJe1Wt5 N j BY Fur d9E :E 00 0 ` w�f 4(6 � ' k,� q 12n I 1 ,.�1 �2ti� : q; tcf if 1 (6i) rtiojd 51'7 x111 301 (Cl) S CITYC UKW! A NAY 3 2000 PERMIT CENTER tN. X 4 1, °6gb 5Z9 802 �31 11v3S MN3 tu U O` co o; LL, W O LL Q • N om ! Z CS: I-- W _. Z • Z W :2.j; Ua G F '11! , H V'' r 0 0 fu U =' O F"; z r' ENGINEERS NORTHWEST INC. Date 6869 Woodlawn AVE NE Sheet tit Seattle WA 98115 Project z 206 525 7560 fax 206 522 6698 1 Z version 1.01 w (u J C) Nw Double Shear — Wood Main member -- Steel Side Members I d fai /dad 6 1-4/ •" (0 u_ Main member Thickness in. = 5.125 w 0 kn e Side member Thickness in. = 0.25 yt 3: Bolt Diameter In, = 7/8 g a ' Angle in degrees to main member (0 is parallel to grain ) = 0 N D , Angle in degrees to side member (0 is parallel to grain ) = 0 _ v '' z 1— Material Is DF Spec Gray = 0.50 Load duration = 1.33 D k) 0 p N D ' REDUCTION FOR WET CONDITION OF USE Cm _ la Dry Cm =1.0 ~ f - ' O . i i i z REDUCTION FOR END DISTANCE Cv v The min edge dist = 1.S'Dia iz H The min edge dist for a loaded edge = 4 "Die z _ The min end dist = 3.5*Dia Cv = 1 No reduction REDUCTION FOR TEMPERATURE Temperature Normal Ct =1.0 REDUCTION FOR GROUP ACTION Number of rows = 1 Number of bolts per row = 2 Bolt spadng = 3.5 Are of main member = 60 Modules of main member = 1.8 Area of side member = 4 Modules of side member = 29 Reduction Cg = 1.00 Bolt Capacity (kips) = 5.66 Group Capacity (kips)= 11.32 BOLT DESIGN !NSE :E oo-sa-A !6ibb s 9oa • WTM��u MAY 3 0 2000 PERMIT OENTER ENGINEERS NORTHWEST INC. Date 6889 Woodlawn AVE NE Sheet 14 2 .. Seattle WA 98115 Project 206 525 7560 fax 206 522 6698 version 1.01 044 (A Ree.iltr I � J qv' s Pc4. L -Li Double Shear — Wood Main member — Steel Side Members Main member Thickness in. IS 5.125 Side member Thickness in. = 0.25 Bolt Diameter in. = 7/8 Angle in degrees to main member (0 is parallel to grain) = 0 Angle in degrees to side member (0 is parallel to grain ) = 0 Material is DF Spec Gray = 0.50 Load duration = 1.33 REDUCTION FOR WET CONDITION OF USE Cn1 Dry Cm= 1.0 REDUCTION FOR END DISTANCE Cv The min edge dist =1.5'Dia The min edge dist for a loaded edge = 4'Dia The min end dist = 3.5* Die Cv =1 No reduction REDUCTION FOR TEMPERATURE Temperature Normal Ct =1.0 REDUCTION FOR GROUP ACTION Number of rows = 2 Number of bolts per row = 2 Bolt spacing = 3.5 Area of main member = 80 Moduleiss of main member = 1.8 Area of side member = 4 Modules of side member = 29 Reduction Cg = 1.00 Bolt Capacity (kips) = 5.66 Group Capacity (kips)= 22.64 BOLT DESIGN !YVdSE :E 00 !61.1717 SS 80Z SWERVED Crr OFTUKWILA MAY 302000 PERMIT CENTER f3111V3S MU :AU 1N3S ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 • SEATTLE, WA 98115 • (206)525 -7560 - FAX # (206) 8224698 JOB No, Joe NAME DAtr +� SUBJECT 046 - A 2 it 7 tLrf SHEET L13 OF 5�1 QP•r V./4 c., BY wt4((ti.s I i At la'X 79 + /7)(/7 / '444 sta-.( x 10 - 2,91 X to y d 2t•3 ier I o P lw Fcr r_ . —, r is mih, 1 3 y i "pech'on r, 441 1 51 0 s - 113 W 3 zits ( ie. 0.11 0 ri;i7 16 f L-)- ° 37 /‘ 0.031 RLCe tveo c mrOFTUKWtu ,- � j ) ° -��1 MAY 3 0 2000 C PERMIT CENTER $ 7 6 / r o t 0 371 =7 f Z. - -. z 0.861 i I, 7- 1 l ) - "� II 13 •371 ,oz I,o •,_ P -w zz�e� - 9v - ` r1d g oo -sz -�vrl `• ,HS 9oz _ I�OIAf �' �$' ��a rRPm� 'ttSWl��stxar�aasr�ua��+tei+ � �esm �,mc , �t.• ,, �• •.• , ^� , . -. u • JOB No. SUBJECT ► F tM/g l ! ?x 17q (31 6, !6 k ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 • 1206)525.7560 • FAX # (206) 522 -8698 JOB NAME _ � �.v , DATE ' SHEET ti OF SY lurk: ivitt 157 0 4 lfva 1o4J f ( z x) Dt/ -81 + ( ?,S (rzSx 3 } ;0004 x6' t 6 ' x tops4J = 311 ?w 'It AI1 i ■ 0'111 (( 1Oxr ( - 1) - f . , RSx /2 X17) - lu + bX6 6 W x 1 €P$J % �1-9r1 'ft wilt • 1A/ = o.Ila' ((i x 67)4 (,t�-xits X67) 4 ilbxl °)] = ,�I(6 17 0.t1/ [ vxyd 4 . Zs (Its xso) + z (6 X = • i L plf 1 x `114114 z.cl l K G•2� + 3,13 t 2,q1 : 13,oS'11. ✓�,.,,i I.1 + 17911. 96 = .1 RECEIVED CRY OF TUKWILA HAY 3 0 2000 PERMIT CENTER "• ? U O CO 0 W W: LL W O (D3 z � 0 z � uj 0 0 0 H( W W', Z 0 , z ( 0 =I 0 z ENGINEERS— NORTHWEST INC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522.6696 Joe No. Joa NAME G Ute Ntwr t -At 1AJ5 SUBJECT /hew will $ I n weity oP 6 f -6 r ( 1i< r - q t gpF 1 -•rc z 51(4(e Sip F.- -At (I ) ( 7 lA X 1 zoK bee- (!I') : 10 zo( sf exit y1$ y i I7•5 1"ti r GYP' . o / s y i j 2.x r14 1 DATE SHEET L. Ir OF BY wge RECEIVED CRY OF TUKWILA MAY 3 0 2000 PERMIT CENTER wi...3v..____.____- :YYd9LE 00-5Z-hvYY �6Fbb 5Z5 80Z Z W ' co co w u. W 0 - g Q ` _° W z � I � iu 0 ` ! ,o = w . z 0 H z. ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 - (206) 525.7560 • FAX * (206) 522 -6898 JOB NO.. Jog NAME �d DATE SUBJECT + -t(; G- mar Is.ge r'''i (2) SMEEr L16 of BY ZZ/ 5 year wol► 0 D,44Ca /o8 //o7 , vre. ig tix0 7479 i< ( f6'• -13t 1vAtt -, or44.:. 7t70 11 q $_, 5pk4Ff 4 14 4 , : (Ze , 00 1( (6.67) o.q) 13,S1 y -./4• t hie Dow)( r1- t•o.1sL t w45 5 54011 0 N - fr £5s•rS - I3.si _ 4 1,32 !P . 7C( s� a ,x 1�= 363 ) �q,�Zrsf /'1/l/ (?Sy 1t f ' 01 �. Aileue 'II7 use. Wp 6a l MiH "tj, A.4. Fiot.r OrT YOFTh�LA MAY 3 0 2000 PERMIT CENTER !kin 00 -AVIV 16 "17 9Z9 E 311 U O; (00: (ow w u- Q c � _v o I -w z I-- U co ON ' oI 0 w U =! 0• z ENGINEERS— NORTHWEST INC. P.S. 6889 WOODLAWN AVE. N. E. • SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 • FAX # (205) 522 -5698 Jos NAME S@r( 1G Joe No I� SUBJECT offi SLAV t,.4 t 5 0- uJ (3) holvt S• 3 (P (a 5'. 0.4 f.ALG 1 s=8.96k P , 44 PS4' war 11= 8,J F Gym 7 . 5 .g6k. II'; 18 56 ���� M Pq . (2,o +12)()) obi x o,g Zg I r,t I � ; sgl if, z ). Ltt. 90 y 6, f K DATE SHEET < <� OF _ rr�� BY PV o•r USE. = *b IA/ MM' 'ix Mh (74, Gk lLer - !veciek MN a Mb �• 9 ` � �` = y6 -C-1.3 to HI? C. e pc& RECEIVED cm/ OF TUKWILA MAY 3 0 2000 PERMIT CENTER i FRANKLIN ENGINEERING MECHANICAL CONSULTING April 28, 2000 RE: 981 Project - Shop Office SC = Shading Coefficient 1X2�X !b8 19044 Third Avenue PH 206 623 -7255 Suite 256 FAX 206 623 -7403 Seattle WA 98101 frankliric wolfenet.com ENVELOPE SUMMARY Heated space applies to office space. Vertical Glazing: U =0.75, SC =1.0. Unlabeled glazing - 1/2" space Air, fixed, default. Or certified tested assembly per NFRC. Doors (Opaque): Insulated metal, U =0.6, default. Other Roof: R -30 batt insulation T -bar ceiling. U= 0.031, calculated. Wall (Opaque): Metal stud, 3 -1/2 ", 24" oc with R-11 batt insulation, U=4).13, default. Slab on Grade: No Insulation. Please note that these values are minimum insulation for code compliance. Higher insulation values may be installed. FILE COPY I understand that the Plan Check approvals are suhiect to errors and ornissinnq and opprovr2 of CI1Y LA NAY 3 0 2000 PERMIT CENTER Space Heat Type 0 Electric resistance Q• All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included In the Gross Exterior Wall Area if they are Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 256.0 r 1592.0 X 100 = 16.1% /�( tion Concreteas0 Option Concrete/Masonry 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry O no Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying • assembly below. Project Info Project Address 981 Project - Office Date 4/28/00 Segale Business Park For Building Department Use Tukwila, WA Applicant Name: Applicant Address: Applicant Phone: Envelope Summary Climate Zone ENV -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Project Description I ❑ New Building ❑ Addition 0 Alteration ❑ Change of Use Compliance Option ❑ Prescriptive El Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD El Systems Analysis Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs-on-Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Maximum U- factors Maximum SHGC (or SC) Vertical/Overhead Glazing Semi- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces* 'Refer to Section 1310 for qualifications and requirements Notes: 1997 W. Igton State Nonresidential Energy Code Compr — le Form See Summary Sheet First Edition, June 199E Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/ft°•°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor RECEIVED CITY OF TUKWILA MAY 3 0 2000 PERMIT CENTER Project Address 981 Project - Office D Date 4/28/00 Space Heat Type 0 0 Electric resistance 0 All other F For Building Department Use Glazing Area as V. gross exterior wall area 1 16.1% Prop. l l 40.0% Max.Target Concrete/Masonry Option 0 0 Yes pp No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component P Proposed UA T Target UA orn U U= 0.750 Plan ID Double Pane 0 0.750 256.0 192.0 0 0.750 256.0 192.0 Glazing % Electric Resist. Other Heating _ U Y3 U U= Plan ID: Glazing % Electric Resist. Other Heating , U U= Plan ID: > Opaque Doors U= 0.600 Plan ID Insulated Metal 0 0.600 105.0 63.0 0 0.600 105.0 63.0 Electric Resist. Other Heating 1 .+ 9 uV a eAO R= Plan ID: R= Plan ID: E Electric Resist. Other Heating s;ooa Jey10 R= 30.0 Plan ID Batts on T - bar 0 0.031 1904.0 59.0 0 0.050 1904.0 95.2 Electric Resist. Other Heating` Opaque Walls* I R= 11.0 Plan ID 3 -1/2^ atl, 24 ^oc 0 0.130 1231.0 160.0 0 0.140 1231.0 172.3 Electric Resist. Other Heating ocww Grade Walla R= Plan ID: R= Plan ID: E walls, list above with opaque walls M Electric Resist. Other Heating rI WuuJul l JOA0 e Inn -, R= Plan ID: R= Plan ID: E Electric Resist. Other Heating • i lucwod eper _s en—nvmo R= Plan ID Uninaulated 0 0.730 199.0 145.3 0 0.540 199.0 107.5 Electric Resist. Other Heating r 3695.0 6 619.3 T Totals 3695.0 6 630.0 4% 0r......edi Tnfat Area ehall amlat Tarn I I I Mal Area. ana zr Frontsec total U UA shall n t exceed target o otig p n State Nonresidential Energy Code Compliance Forms 1997 Wt �tgton State Nonresidential Ener. Code Complt --'e Form Envelope UA Calculations Climate Zonel ENV -UA First Edition, June 1998 CITY OF TUI(WILA MAY 3 0 2000 PERMIT CENTER ?p": .- ..t4:r2"l'.`Yc^aasP rmr77M7 YM.<`45Owi'grRFm.ovm , ..gir'4.,...3':.`S.r*i - 'fi+:4�k F:??vR� 74Wet,T+i>7tim misses!ivarn rtr z C4 W U0 co O W H . W O u -< . U � _ a . I- m ill Z = . i-0 Z i- uj U O N . C3 I-. W W .z W O H' z February 3, 2000 Light Fixtures T -bar ceiling GWB around Light Fixture Area of GWB = area of Light Fixtures (4 ft x 2 ft) + 12 SF Area of GWB = 8 + 12 Average U -value of Ceiling with R -19 batt insulation U -value 0.051 0.047 Area 20 85.3 UA 1.020 4.009 GWB + R -19 T-bar + R -19 Average U -value = U, = UA/A Average U -value of Ceiling with R -38 batt insulation U -value 0.026 0.025 Area 20 85.3 UA 0.520 2.133 GWB + R -38 T - bar + R -38 Average U -value = U = UA/A U -value Calculation for T -bar Ceiling with Light Fixtures Franklin Engineering Assume: 112 watts /fixture = 93.3 ft 1.2 watts /ft 1 Light. Fixture per 93.3 ft Area of T -bar = 93.3 SF - area of one Light Fixture (4 ft x 2 ft) Area of T -bar = 93.3 - 8 85:3ftz ::GWB Total UA Total UA 5.029 2.653 Average U -value of Ceiling with R -30 bait insulation U -value 0.033 0.031 Area 20 85.3_ UA 0.660 2.644 GWB + R -30 T -bar + R -30 Average U -value = U, = UANA Total UA 3.304 RECEIVED CITY OF TUKWItA MAY 3 0 2000 PERMIT CENTER Z E ce ~ w: 00, U) U) W J! u) LL; W 92 a J LL H = ' Z 1-O; Z LLI U 0 O co, 0 H W w . LL 0 I ii z H ='. O 1- Z CONT. BATT INSULATION 1/2" GWB, CONT. SEAL ' AGAINST AIR LEAKAGE I It1R ItIti 0 TENTED. LIGHT FIXTURE SCALE: 3/4" = 1' -O ICI RATED FIXTURE - SUSPENDED ACOUSTICAL CEILING SYSTEM RECEIVED CITY OF TUKWILA MAY 3 0 2000 PERMIT CENTER E / E 3OVd 6 Cri SLAL3 oVER Vg el< r # S ,c 3.0 L P ' / / 'EtS T L G / Oeci< LMLLE y /,� / °INd91: LO ENGINEERS - NORTHWEST INC. P.S. 8869 WOOOLAWN AVE. N.E. - SUITF 205 - SEATTLE, WA 98115 - (208)525 -7580 - FAX # (206)522 - 6698 JOB NO. JOB NAME SE E 6 11) - .S Naps DATE S - `0) SUBJECT p ET AI L a pc &Va. SHEET _.. OF BY 0 X�S? C (7)644._ 'EXPIRES 7/26/ 'o-i- RECV D' L CITY OF N o 03 0" PERh11T cerfre.R !8099ZZS90Z !1S3MH1ti0N 5d33NION3 :/ INN �,. ILI V p N Ion (A W W Di u- F z uj D O; o W W; C> > V co, 0• z,. May 24, 2000 Segale Business Park Shop 5811 Segale Park Drive "C" Storage Location Liquid storage room 109 Storage 104 (Four compartment double wall tank) 1 Flammable /Combustible Liquids I understand that the Plan Check approvals are hlr=ct to errors and omissions and approval of Product Astro Zinc Primer DuPont Activators, Hardners, & Additives DuPont lmron DuPont 5000 Polyurethane Enamels Guardsman T -6 Lacquer Thinner Parker Paint Marathon Enamel Rodda Paint Methyl Ethyl Ketone Parker Paint Speed Dri Enamel Lockweld 110 Solvent Automatic transmission fluid 10/30 oil 90 wt oil Waste oil j2Oool8 •tr t of Quantity 2 gallons 10 gallons 15 gallons 15 gallons 55 gallons 10 gallons 5 gallons 5 gallons 5 gallons 132 gallons • 132 gallons 132 gallons 301 gallons CITY of TUKWILA MAY 3 0 2000 PERMIT CENTER 00. N G; 0 W' N W D' g u. a lo F . • W •U W w W •z 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO_THE QUALITY OF THE DOCUMENT_ 04/10/2000 11:00 2062467691 FARWEET PAINT MANUFACTURING CO. 4522 SOUTH 133RD STREET TUKWILA, WASHINGTON 98168 SECTION I PRODUCT IDENTIFICATION PRODUCT NUMBER: X -6442 (MIL- P- 26915B) PRODUCT NAME: ASTRO ZINC PRIMER PRODUCT CLASS: ORGANIC- INORGANIC ZINC RICH PRIMER SECTION II INGREDIENT TOLUOL ZINC DUST REGULAR ZnO Pb Cd HAZARDOUS INGREDIENTS CAS NUMBER 108 -88 -3 7440-66 -6 COMMERCIAL GRADE ZINC DUST (2.0 %)- TLV -5.0 for freshly (.08 %)- TLV -0.2 (.04 %)- TLV -0.2 for dust. SECTION III PHYSICAL DATA 30ILING RANGE: 230 -232 F. WEIGHT /GALLON TAPOR DENSITY: HEAVIER THAN AIR: XX sVAPORATION RATE: FASTER THAN ETHER: 'ERCENT VOLATILE BY VOLUME: 58% rOC: 486 GRAMS /LITER (LESS WATER) ►PPEARANCE: Gray liquid. SECTION IV FIRE AND EXPLOSION HAZARD DATA FARWEST PAINT PAGE 02 MATERIAL SAFETY DATA SHEET FOR COATINGS AND RELATED MATERIALS PREP: OCT. 1990 UPDATE: APR. 1999 + + + 24 HOUR EMERGENCY ASSISTANCE EMERGENCY (CHEMTREC)(800)424 -9300 INFORMATION (FARWEST)(206)244 -8844 PERCENT OCCUPATIONAL EXPOSURE (BY WEIGHT) TLV (ACGIH) PEL (OSHA) 17 -19% 70 -71% MAY TYPICALLY formed fumes. HAZARD RATING 0 LOWEST 1 2 3 4 EXTREME THIS PRODUCT HEALTH 2 FLAMMABILITY 2 REACTIVITY 1 PERSONAL PROTECTION H 100ppm 200ppm 10mg /m3 10mg /m3 CONTAIN: "PURSUANT TO TITLE III OF THE SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT OF 1986 (SARA) AND 40 CFR PART 372, THIS PRODUCT CONTAINS OR MAY CONTAIN A TOXIC CHEMICAL IN A QUANTITY SUBJECT TO THE REPORTING REQUIREMENTS UNDER SECTION 313" : 21.8 lbs. VAPOR PRESSURE: 2.6mmHg @20C LIGHTER THAN AIR: SLOWER THAN ETHER: XX SOLUBILITY IN WATER: NIL REACTIVITY IN WATER: NIL 'LAMMABILITY CLASSIFICATION: OSHA: FLAMMABLE LIQUID FLASH POINT: 50 F. TCC CLASS: 3 LEL: 1.0% UEL: 7.0% DOT: FLAMMABLE LIQUID UN NUMBER: 1263 XTINGUISHING MEDIA: Foam, CO2, Dry Chemical, or Water Fog. SE THE ABOVE OR ANY CLASS B EXTINGUISHING AGENT. WATER MAY BE UNSUITABLE AS N EXTINGUISHING MEDIUM, BUT HELPFUL IN KEEPING ADJACENT CONTAINERS COOL. PECIAL FIREFIGHTING PROCEDURES: Firefighters and others exposed to vapors or MIc� u roducts of combustion should wear self- contained breathing apparatus. vacuate area of unprotected personnel. Wear protective clothing. MAY 3 0 2000 IJUSUAL FIRE AND EXPLOSION HAZARDS: Vapors may form an explosive mixture in it and may be ignited by sparks, pilot lights, etc. Closed containers may ►'!:liMITCENTB .apture when exposed to extreme heat. X -6442 (solvent) A., ., �K M-. .1`CA a;a�lmxnearn*'x {v aemvR! a+ IhOtwry .*rrap .w«..m., ... mw•, wov». rr! x!••m*r7+n+axexWN xn tsrk,,NotloPe4s*Marfirt.1011 visa,,,. rJ4i ICJ/ I.YJrJCJ J..L JU LrUbL4b1b71 r Hr:wC.3I rHlivi I'HUt YJ� =2 ft= a= . 112 1E22Y =p===== =====2=2 ..= =.S==f'1Meff!_ =Qa=.feCE - . C .•.__ SECTION V: HEALTH HAZARD DATA ..••••_===== ii022eE = == a =2a22E5— a==aaMffe22e 22meneaasaaaf=me = =a == aaa == =2 == = = = == 2x222ea = = = = =ee2 ____e = = = = = = =aansax =ze EFFEtiTS OF OVEREXPOSURE: SKIN: THiS MATERIAL MAY CAUSE IRRITATION, SENSITIZATION, OR DEFATTING OF SKIN UPON PROLONGED OR REPEATED CONTACT. INHALATION: EXCESSIVE EXPOSURE TO VAPORS OR SPRAY MiST CAN RESULT IN HEADACHE, DIZZINESS, NAUSEA AND LOSS OF CONSCIOUSNESS. SOME REPORTS HAVE ASSOCIATED REPEATED & PROLONGED OCCUPATIONAL OVEREXPOSURE TO SOLVENTS WiTH PERMANENT BRAIN & NERVOUS SYSTEM DAMAGE. EYES: THIS MATERIAL MAY BE AN EYE IRRITANT. MEDICAL_CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: NONE, WHEN USED iN ACCORDANCE WiTH SAFE HANDLING INSTRUCTIONS. (SEE SECTION VIIi) EMERGENCY AND FIRST AiD PROCEDURES: SKIN: PROMPTLY WASH WITH SOAP AND WATER. REMOVE AND WASH ANY CONTAMINATED CLOTHING BEFORE REUSE. EIES1 FLUSH WITH LARGE QUANTITIES OF WATER FOR 15 MINUTES AND SEEK MEDICAL ATTENTION. SWALLOWING: IF INGESTED DO NOT INDUCE VOMITING; KEEP PERSON WARM AND QUiET AND GET MEDICAL ATTENTION. ASPIRATION OF MATERIAL INTO LUNGS CAN CAUSE CHEMICAL PNEUMONITIS WHICH CAN BE FATAL. INHALATION: REMOVE VICTIM TO FRESH AIR IMMEDIATELY. IF RESPIRATORY SYMPTOMS DEVELOP, SEEK MEDICAL ATTENTION AT ONCE. PRIMARY ROUTE(S) OF ENTRY: INHALATION, DERMAL, INGESTION. CARCINOGENICITY: THiS PRODUCT CONTAINS NO KNOWN CARCINOGENS IN REPORTABLE QUANTITIES AS DEFINED BY ACGIH, OSHA, NIP, IARC. = =a r p a to E E ar == 2:22 22 = =22220. =2=a== SECTION Vi: REACTIVITY DATA ffr_2E a=a222r. = = == 7a2e25E = =ae =aaseaEEe 5- - = - ==S === ==a UMewroUSWWWMOM ft= ____________ _•••�• _ -- ' = - - - -272 , STABILITY: UNSTABLE: STABLE: )01 HAZARDOUS POLYMERIZATION: MAY OCCUR: WILL NOT OCCUR: XX HAZARDOUS DECOMPOSITION PRODUCTS: INCOMPLETE COMBUSTION CAN YIELD CARBON MONOXIDE AND TOXIC VAPORS. CONDITIONS TO AVOID: HEAT, SPARKS S OPEN FLAME. IF PRODUCT CONTAINS ALUMINUM, MOISTURE IN CLOSED CONTAINERS WiLL GENERATE HYDROGEN GAS. INCOMPATIBILITY: AVOiD CONTACT WiTH STRONG OXIDANTS, ACIDS, BASES AND EPDXY HARDENERS UNDER UNCONTROLLED CONDITIONS. 222252=1.22222212211-2===== � 5 aa2225C =�- s�=22a22 =aaama= CCCCa = =2== =227 "� =asaaaa= aaa = - - 7,• a==-=====.==22.311M SECTION VII: SPILL OR LEAK PROCEDURES =!E =f. aaa =SII222f25a2 =2.3=7a125a2 222225522=aa272ff2fe55 =x=2222222.22 = =-=22 2255' saasaaaa== =a3II_5E =haasaaaaaaaaaa =aII222f.. STEPS TO BE TAKEN iN CASE MATERIAL Is RELEASED Ca SPILLED: REMOVE ALL SOURCES OF IGNITION. VENTILATE AREA. ABSORB SPILL WiTH AN ABSORBENT MATERIAL SUCH AS SAWDUST, VERMICULITE OR SAND AHD PLACE MATERIAL INTO A CLOSED CONTAINER. iF LARGE SPILL, DIKE AREA TO PREVENT THiS MATERIAL FROM ENTERING WATER SYSTEMS OR SEWERS. WEAR PROTECTIVE EQUIPMENT DURING CLEANUP. WASTE DISPOSAL METHOD: IF DISCARDED, THiS MATERIAL AND CONTAINERS SHOULD BE TREATED AS HAZARDOUS WASTE BASED ON THE CHARACTERISTICS OF iGNITABILITY AS DEFINED UNDER FEDERAL RCRA REGULATIONS (1.0 CFR 261). DISPOSAL OF THiS MATERIAL OR ITS CONTAINERS REQUIRES COMPLIANCE WITH APPLICABLE LABELING, PACKAGING AND RECORDKEEPING STANDARDS. WASTE DISPOSAL: DISPOSE IN ACCORDANCE WiTH LOCAL, STATE AND FEDERAL AGENCIES. GROUND HANDLING EQUIPMENT TO PREVENT SPARKS. FOR FURTHER INFORMATION: CONTACT YOUR STATE OR LOCAL WASTE AGENCY OR THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY'S RCRA HOTLINE (I-ADO-424-9346 OR 1- 202-382-3000).. ; Sa2Ee.f.a22 2222222 =aeai=a22MCft2 =a=. =O22212Y�- 9a7a22.22 ===aaa222fe525 =MR == --- =. = =- _- 2aa =aa = = ===2a SECTION VIII: SAFE HANDLING AND USE INFORMATION KEEP OUT OF THE REACH OF CHILDREN ime2 = =ff=222322 =tea =233a25a....mai2f2l5 = ====i mam =2 = = = = == =222 ZEE'± ===== =.....affaa22......c... fafaf== . =7 =35Saa= = ===a=a=,=7a7L22214av RESPIRATORY PROTECTION; A CANISTER -TYPE RESPIRATOR MUST BE WORN TO PREVENT THE INHALATION OF VAPORS OR SPRAY MiST WHEN THE TLV OR PEL iS EXCEEDED. 4 VENTILATION: GENERAL VENTILATION IS REQUIRED DURING NORMAL USE. LOCAL VENTILATION MAY BE REQUIRED DURING CERTAIN OPERATIONS TO KEEP EXPOSURE LEVEL BELOW THE LIMITS LISTED IN SECTION II OF THIS DATA SHEET. PROTECTIVE GLOVES: CHEMICAL RESISTANT NiTRILE, NEOPRENE CR RUBBER GLOVES REQUIRED. EYE PROTECTION: WEAR FACE SHIELD OR CHEMICAL GOGGLES. OTHER PROTECTIVE EQUIPMENT: WEAR PROTECTIVE CLOTHING TO PREVENT SKIN CONTACT. EYE WASH STATION AND SAFETY SHOWER SHOULD BE AVAILABLE. HYGIENIC PRACTICES: WASH HANDS BEFORE EATING OR SMOKING. =2= 2252= =- 4 =2225=Z=4a222r = = = == =2222 21b.e4as222= == a22252a a= _ . == = =.2.-- -a --- _2222 =7 SECTION IX: SPECIAL PRECAUTIONS waf2e2.sa4si222222= = a= .c.U2t5CM== =2222 —a .222ea = = = = = =.....CC52 =a =a 2 2a2a2r,22255222asa == 2422 :22=222 PRECAUTIONS TO BE TAKEN IN HANDI,)NG AND STORING: AVOID PROLONGED OR REPEATED INHALATION OF HEATED VAPORS OR SPRAY MiST. KEEP AWAY FROM HEAT OR OPEN FLAME. THIS MATERIAL NAY CAUSE SENSITIZATION. DO NOT GET IN EYES, ON SKiN OR CLOTHING. DO NOT ALLOW CONTAMINATED CLOTHING TO CONTACT SKIN. DO NOT WELD ON FULL OR EMPTY CONTAINERS. KEEP CONTAINERS CLOSED WHEN NOT iN USE', AND PROPERLY LABELED. = =a = =7ae••- --=7a2a5e = = = =722 =---- 2222 — i2a24z=ae4=a222 7=7222= ---- a2Z255 = 22 ====222========g2=22.2222=2====2722222 SECTION X1 SUPPLEMENTAL INFORMATION __ =7272= = = =a22aaa = =a ==722 ====2=222.• - -- =72222 =222EE=2=== =222El=a= = = =a2 2222 =sasaa.C2== =aaa= =saga== ==2 === 4x3 ==24 == =722 =2= THIS HAS BEEN CATEGORIZED AS HAVING THE FOLLOWING HAZARDS) AS DEFINED BY SARA TITLE III REGULATIONS (40 CFR 370): ACUTE, FIRE `THE INFORMATION IN THIS DATA SHEET iS BELIEVED TO BE ACCURATE AND TRUE AT THE TiME OF PREPARATION OF THiS DOCUMENT. THIS IS NOT A WARRANTY OF PRODUCT OR PRODUCT SPECIFICATION. THE END -USER OF THIS PRODUCT iS ADVISED TO VERIFY IN ADVANCE THAT THE INFORMATION IN THiS SHEET IS CURRENT, APPLICABLE, AND SUITABLE TO THEIR CIRCUMSTANCES. ( eolvent ) Z t i CC 00 17 W= J F. C QQ LL N O lc 1- W Z � F- 0 Z I— W uu U C3 W v . ..Z W 0 I-- Z Ivl�LJ NU. I , REFINISH SALES ' JANUARY 1, 1998 Section I - Manufacturer Manufacturer: DuPont Co. Automotive Wilmington, Delaware 19898 Telephone: Product information (800)441 -7515 Medical emergency (800) 441 -3637 Transportation emergency (800) 424 -9300 (CHEMTREC) Product: Isocyanate activators, hardeners & additives(77S, 192S, 193S, 195S, 582S, 782S, 785S, 792S, 793S, 795S,VG -Y -1421, 2000S,PartB, 3505S, 7005S, 7006S, 8105S, 8705S, 12305S). OSHA Hazard Class: Flammable liquid DOT Shipping Name: Paint Related Material, UN1263 Hazardous Materials Information: See Section X. Section H - Hazardous Ingredients (See Section X) Ingredients CAS No. Aliphatic polyisocyanate resin 28182 -81 -2 Unknown Aliphatic polymeric isocyanate 3779 -63 -3 Unknown Aromatic hydrocarbon -A 64742 -95 -6 10.0 0 25 °C Aromatic hydrocarbon -B 64742 -94 -5 10.0 Bis(1 -2 ,2,6,6- pentamethyl -4- piperdinyl) 41556 -26 -7 $.0 Bis(2,2,6,6- Tetramethyl -4 Piperidyl) sebacate 52829-07-9 Unknown Butyl acetate 123 -86 -4 8.0 Cumene 98 -82 -8 Dibutyl tin dilaurate 77 -58 -7 Ethyl acetate 141-78-6 Ethylbenzene 100 -41-4 3.7 0.2 0 60 °C Diethylene glycol monobutyl ether 112 -34 -5 0.1 Diisobutyl ketone 108 -83 -8 1.7 76.0 7.0 Ethylene glycol monobutyl ether acetate 112 -07 -2 0.3 Hexyl acetate isomers 88230-35-7 0.7 Isophorone diisocyanate trimer Not Available None Methyl ethyl ketone 78 -93 -3 71.0 lVl1-1I CI . RrI I 1 IJHIH Stitt ISOCYANATE ACTIVATORS, HARDENERS & ADDITIVES Vapor Pressure Exposure (20°C. mm Hg) Limits • 0.5 mg /m -S 1.0 mg /m -S 15 min (STEL) None -A,0 0.5 mg/m -S 8 hr TWA 1 mg/m -S 15 min (STEL) None -A,0 None -A,0 None -A,0 sebacate None -A,0 0.1 mg/m -S None -A,0 150 ppm -A,0 200 ppm -A 15 min (STEL) 50 ppm -A,0 Skin 0.1 mg /m3 -A,0 Skin as Sn 5 ppm -D None -A,0 25 ppm -A 50 ppm -0 400 ppm -A,0 100 ppm -A,0 125 ppm -A 15 min(STEL) 20 ppm -D Skin None -A,0 50 ppm -A Hex Acet None -0 5 ppb -A,0 20 ppb -O 15 min(STEL) 200 ppm -A,0 1 Toluene Naphthalene 91 -20 -3 1.0 0 52.6 °C Propylene glycol monomethyl ether acetate 108 -65 -6 3.7 108 -88 -3 36.7 Trimer of hexamethylene diisocyanate 3779 -63 -3 None 300 ppm -A 15 min(STEL) 200 ppm -D 8 &12 hr TWA 300 ppm -D 15 min TWA 10 ppm -A,0 10 ppm -D None -A,0 50 ppm -A Skin 200 ppm -O 300 ppm -0 Ceiling 500 ppm-0 10 min MAX 50 ppm -D 8 &12 hr TWA 1.0 mg/m' -S 15 min(STEL) 0.5 mg/m -S None -A,0 Trixylenyl phosphate 25155 -23 -1 1.0 None -A,0 Xylene 1330 -20 -7 7.0 0 25 °C 100 ppm -A,O 150 ppm -A 15 min(STEL) 100 ppm-D 8 &12 hr 150 ppm -D 15 min TWA 1,2,4- Trimethyl Benzene 95 -63 -6 7.0 0 44.4 °C 25 ppm -A,O 1,6- Hexamethylene diisocyanate 822-06-0 Unknown 5 ppb -A None -O 2(2- Hydroxy -3, 5- diteramylphenyl) benzotriazole - 25973 -55 -1 Unknown None -A,0 A = ACGIH TLV; 0 = OSHA; D = DuPont internal limit; S = Supplier Furnished limit; STEL = Short Term Exposure Limit; C = Ceiling. Section III - Physical Data Evaporation rate: Less than ether Vapor Density: Heavier than air Solubility In water. Miscible Percent volatile by volume: 6.4 %- 79.7% Percent volatile by weight: 5.0 %- 75% Boiling range: 76•C- 472 °C / 169° F- 882 °F Gallon weight: 7.74- 9.43 lbs.gallon Section IV - Fire and Explosion Data PERMIT CENTER Flash point (closed cup): See Section X for exact values. Flammable limits: 0.8 %- 11.5% Extinguishing media: Universal aqueous film- forming foam, carbon dioxide, dry chemical. Special fire fighting procedures: Full protective equipment, including self- contained breathing apparatus, Is recommended. Water from fog nozzles may be used to cool closed containers to prevent pressure build up. Unusual fire & explosion hazards: When heated above the flash point, emits flammable vapors which, when mixed with air, can bum or be explosive. Fine mists or sprays may be flammable at tempera- tures below the flash point. Section V - Health Hazard Data General Effects: Ingestion: Gastrointestinal distress. In the unlikely event of Inges- tion, call a physician immediately and have the names of ingredients available. DO NOT INDUCE VOMITING. Inhalation: May cause nose and throat irritation. Repeated and prolonged overexposure to solvents may lead to permanent brain and nervous system damage. Eye watering, headaches, nausea, dizziness and loss of coordination are signs that solvent levels are too high. Exposure to isocyanates may cause respiratory sensitiza- MAY 3 0 2000 MSDS 12 Z L '. (9' 00 co 0 co W N LL 'Li 0 } d . H W Z ~ ' H O W ~' D p' co' o I- ILlW U . lL F' _ tiJ H "6 0 Z lion. Thisheffect may be permanent. This effect may be delayed for sreral hours after exposure. Repeated overexposure to isocyan- atA s may cause a decrease in lung function which may be Permanent. Individuals with breathing problems or prior reaction to isocyanates must not be exposed to vapors or spray mist of this product. If affected by inhalation of vapor or spray mist, remove to fresh air. If breathing difficulty persists, or occurs later, consult a physician. Skin or eye contact: May cause irritation or burning of the eyes. Repeated or prolonged liquid contact may cause skin irritation with discomfort and dermatitis. In case of eye contact, immediately flush with plenty of water for at least 15 minutes; call a physician. In case of skin contact, wash with soap and water. If irritation occurs, contact a physician. Specific Effects: Aliphatic polyisocyanate resin & Aliphatic polymeric isocyanate Repeated exposure may cause allergic skin rash, itching, swelling. May cause eye irritation with discomfort, tearing, or blurred vision. Repeated overexposure to isocyanates may cause lung injury, including a decrease in lung function, which may be permanent. Overexposure may cause asthma -like reactions with shortness of breath, wheezing, cough, which may be permanent; or permanent lung sensitization. This effect may be delayed for several hours after exposure. Individuals with preexsisting lung disease, asthma or breathing difficulties may have increased susceptibility to the toxicity of excessive expo- sures. Aromatic hydrocarbon A& B Laboratory studies with rats have shown that petroleum distillates can cause kidney damage and kidney or liver tumors. These effects were not seen in similar studies with guinea pigs, dogs, or monkeys. Several studies evaluating petroleum workers have not shown a significant increase of kidney damage or an increase in kidney or liver tumors. Bis(1,2, 2,6,6- pentamethyl- 4- piperdinyl) sebacate Repeated exposure may cause allergic skin rash, itching, swelling. Bis(2,2,6,6, tetramethyl -4 piperidyl) sebacate Causes severe eye irritation. Contact may cause skin irritation with discomfort or rash. Butyl acetate May cause abnormal liver function. Tests for embryotoxic activity in animals has been inconclusive. Has been toxic to the fetus in laboratory animals at doses that are toxic to the mother. Dibutyl tin dllaurate Causes eye corrosion and perma- nent injury. Contact may cause skin bums. Can be absorbed through the skin in harmful amounts. Diethylene glycol monobutyl ether Contact may cause skin irritation with discom- fort or rash. Recurrent overexposure may result in liver and kidney injury. High doses in laboratory animals have shown non specific effects such as irritation, weight loss, moderate blood changes. Tests for mutagenic activity in bacterial or mammalian cell cultures have been Inconclusive. Diisobutyl ketone Extremely high oral and inhalation doses in laboratory animals have shown weight changes in various organs such as the liver, kidney, brain, heart and adrenal gland. In addition liver and kidney injury were observed at the extremely high inhalation level. In another inhalation. study there was a slight depression In the white blood cell count. Repeated exposure may cause allergic skin rash, itching, swelling. Ethyl acetate Prolonged and repeated high exposures of laboratory animals resulted in secondary anemia with an increase in white blood cells; fatty degeneration , cloudy swelling and an excess of blood in various organs. Ethylbenzene Recurrent overexposure may result in liver and kidney injury. Studies in laboratory animals have shown reproduc- tive, embryotoxic and developmental effects. Has shown mu- tagenic activity In laboratory cell culture tests. Tests in some laboratory animals demonstrate carcinogenic activity. Individuals with preexisting diseases of the central nervous system, lungs, liver, or kidneys may have increased susceptibility to the toxicity of excessive exposures. Ethylene glycol monobutyl ether acetate Can be absorbed through the skin in harmful amounts. May destroy red blood cells May cause abnormal kidney function. Isophorone dilisocyanate trimer Repeated exposure may cause allergic skin rash, itching, swelling. Overexposure may cause asthma -like reactions with shortness of breath, wheezing, cough, which may be permanent; or permanent lung sensitization. This effect may be delayed for several hours after exposure. Individuals with preexsisting lung disease, asthma or breathing difficulties may have increased susceptibility to the toxicity of excessive exposures. Methyl ethyl ketone High concentrations have caused embryotoxic effects in laboratory animals. Methyl ethyl ketone has been demonstrated to potentiate (i.e., shorten the time of onset) the peripheral neuropathy caused by either n- hexane or methyl n -butyl ketone. MEK by itself has not been demonstrated to cause peripheral neuropathy. Liquid splashes in the eye may result in chemical bums. Naphthalene Recurrent overexposure may result in liver and kidney injury. Individuals with preexisting diseases of the liver or kidneys may have increased susceptibility to the toxicity of excessive exposures. Propylene glycol monomethyl ether acetate May cause moderate eye burning. Recurrent overexposure may result in liver and kidney injury. 2 Toluene Recurrent overexposure may result in liver and kidney injury. High airborne levels have produced irregular heart beats in animals and occasional palpitations in humans. Rats exposed to very high airborne levels have exhibited high frequency hearing deficits. The significance of this to man is unknown. WARNING: This chemical Is known to the State of California to cause birth defects or other reproductive harm. Chromosomal changes in the circulating blood of exposed work been reported. The significance of these reports is unclear of exposure to other substances. Individuals with preexisting diseases of the central nervous system may have increased susceptibility to the toxicity of excessive exposures. Trimer of hexamethylene diisocyanate Repeated exposure may cause allergic skin rash, itching, swelling. May cause eye irritation with discomfort, tearing, or blurred vision. Repeated overexposure to isocyanates may cause lung injury, including a decrease in lung function, which may be permanent. Overexposure may cause asthma -like reactions with shortness of breath, wheezing, cough, which may be permanent; or permanent lung sensitization. This effect may be delayed for several hours after exposure. Individuals with preexsisting lung disease, asthma or breathing difficulties may have increased susceptibility to the toxicity of excessive exposures. Trixylenyl phosphate Has produced nervous system effects (such as weakness and tremors) in studies on laboratory animals. Xylene Recurrent overexposure may result in liver and kidney injury. Can be ab- sorbed through the skin in harmful amounts. Individuals with pre- existing disease of the central nervous system, kidneys, liver, cardiovascular system, lungs, or bone marrow may have in- creased susceptibility to the toxicity of excessive exposures. 1,6- Hexamethylene diisocyanate May cause temporary upper respiratory and/or lung irritation with cough, difficult breathing, or shortness of breath Overexposure may cause asthma -like reactions with shortness of breath, wheezing, cough, which may be permanent; or permanent lung sensitization. This effect may be delayed for several hours after exposure. Prolonged skin contact may cause chemical bums. Liquid splashes in the eye may result in chemical bums. Individuals with preexsisting lung disease, asthma or breathing difficulties may have increased susceptibility to the toxicity of excessive exposures. Section VI - Reactivity Data Stability: Stable Incompatibility (materials to avoid): Water, amines, metal salts Hazardous decomposition products: CO, CO smoke. Hazardous polymerization: Will not occur. Section VII - Spill or Leak Procedures Steps to be taken in case material Is released or spilled: Do not breathe vapors. Do not get in eyes or on skin. Wear a positive pressure supplied air vapor /particulate respirator NIOSH (TC -19C), eye protection, gloves and protective material. Remove sources of ignition. Absorb with inert material. Ventilate area. Pour liquid decontaminate solution over the spill and allow to sit 10 minutes, minimum. Typical decontamination solutions are: 20% Surfactant (Tergitol TMN 10) 80% Water or 0 -10% Ammonia 2 -5% Detergent Balance water Pressure can be generated. Do not seal container. After 48 hours, material may be sealed and disposed of. Waste disposal method: Do not allow material to contaminate ground water systems. Incinerate absorbed material in accordance with federal, state, and local requirements. Do not incinerate in closed containers. Section VIII - Special Protection Information Respiratory: Do not breathe vapors or mists. Wear a positive pressure supplied air respirator NIOSH (TC -19C) while mixing activator with any paint or clear enamel, during application and until all vapors and spray mists are exhausted. Individuals with a history of lung or breathing problems or prior reaction to isocyanate should not use or be exposed to this product. Do not permit anyone without protection in the painting area. Follow the respirator manufacturer's directions for respirator use. Ventilation: Provide sufficient ventilation in volume and pattern to keep contaminants below applicable exposure limits. MSDS 12 Z W re 2 JU 00 CO CO ul J = CO u_ WO 2 u. CO = W Z � ZO W W Up 0 ( C3 I-- UJ H- L i - O 111 Z U 0 Z Protective clothing: Neoprene gloves and coveralls are recom- ' mended. Eye protection: Desirable in all industrial situations. Include splash guards or side shields. Section IX - Special Precautions Precautions to be taken In handling and storing: Observe label precautions. Keep away from heat, sparks and flame. Close container after each use. Ground containers when pouring. Wash thoroughly after handling and before eating or smoking. Do not store above 120 °F. Other precautions: Do not sand, flame cut, braze or weld dry coating without a NIOSH approved respirator or appropriate ventilation. Section X - Other Information Section 313 Supplier Notification: The chemicals listed below with percentages are subject to the reporting requirements of Section 313 of the Emergency Planning and Right -To -Know Act of 1986 and of 40 CFR 372. PRODUCT CODE INGREDIENTS (See Section II) VGY1421 aliphatic polymeric isocyanate, aromatic hydrocarbon - a, butyl acetate, cumene (0 -1 %1, 1,2,4-trimethyl benzene (1 -6 %1, 1,6- hexamethylene diisocyanate ( <0.3 %) GAL WT: 8.91 WT PCT SOLIDS: 74.33 VOL PCT SOLIDS: 68.62 SOLVENT DENSITY: 7.29 VOC LE: 2.3 VOC AP: 2.3 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 12305S aliphatic polyisocyanate resin, hexyl acetate isomers, propylene glycol monomethyl ether acetate, toluene (7 %'), 1,6- hexamethylene diisocyanate ( <0.3 %') GAL WT: 8.82 WT PCT SOLIDS: 64.40 VOL PCT SOLIDS: 58.39 SOLVENT DENSITY: 7.55 VOC LE: 3.1 VOC AP: 3.1 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 192S aliphatic polyisocyanate resin, aromatic hydrocarbon -a, butyl acetate, ethyl acetate, 1,2,4 - trimethyl benzene (0 -2 %') GAL WT: 8.06 WT PCT SOLIDS: 32.68 VOL PCT SOLIDS: 27.08 SOLVENT DENSITY: 7.44 VOC LE: 5.4 VOC AP: 5.4 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 193S aliphatic polyisocyanate resin, butyl acetate, ethyl acetate, ethylene glycol monobutyl ether acetate (4 %'), 1,6- hexamethylene dlisocyanate ( <0.3 %) GAL WT: 9.01 WT PCT SOLIDS: 74.98 VOL PCT SOLIDS: 69.92 SOLVENT DENSITY: 7.49 VOC LE: 2.3 VOC AP: 2.3 H: 2 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 195S aliphatic polymeric isocyanate, aromatic hydrocarbon -a, butyl acetate, ethyl acetate, 1,2,4 - tnmethyl benzene (0 -2 %'), 1,6- hexamethylene dlisocyanate ( <0.3 %') GAL WT: 8.64 WT PCT SOLIDS: 60.73 VOL PCT SOLIDS: 54.39 SOLVENT DENSITY: 7.44 VOC LE: 3.4 VOC AP: 3.4 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 2000S -B aliphatic polyisocyanate resin, aromatic hydrocarbon -a, bis(1,2, 2,6,6- pentamethyl -4- piperdinyl) sebacate, butyl acetate, toluene (7 %'), trixylenyl phosphate, 1,2,4 - trimethyl benzene (0- 2%), 1,6- hexamethylene diisocyanate ( <0.3 %'), 2(2'- hydroxy -3,5'- diteramylphenyl)benzotriazole GAL WT: 9.19 WT PCT SOLIDS: 84.70 VOL PCT SOLIDS: 80.66 SOLVENT DENSITY: 7.27 VOC LE: 1.4 VOC AP: 1.4 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 3505S aliphatic polyisocyanate resin, aromatic hydrocarbon -a, aromatic hydrocarbon -b, butyl acetate, diisobutyl ketone, ethylbenzene (1 -3 %'), naphthalene (0 -1 %'), xylene (8- 10 %'), 1,2,4- tnmethyl benzene (0 -2 %') GAL WT: 8.10 WT PCT SOLIDS: 41.95 VOL PCT SOLIDS: 34.93 SOLVENT DENSITY: 7.23 VOC LE: 4.7 VOC AP: 4.7 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 3705S butyl acetate, trimer of hexamethylene diisocyanate, 1,6- hexamethylene diisocyanate ( <0.3 %'), GAL WT 9.43 WT PCT SOLIDS: 95.01 VOL PCT SOLIDS: 93.59 SOLVENT DENSITY: 7.34 VOC LE: 0.5 VOC AP: 0.5 H: 3 F: 1 R: 1 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 582S aliphatic polyisocyanate resin, aromatic hydrocarbon, butyl acetate, ethyl acetate, GAL WT: 8.18 WT PCT SOLIDS: 38.13 VOL PCT SOLIDS: 32.09 SOLVENT DENSITY: 7.45 VOC LE: 5.1 VOC AP: 5.1 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 3 • _ - .-...,. wa„ r8ft& �' � rW/,? Arrb ^r rne+r,.JG^ilC,�auuz _+ c. v., m, �x«. ezrm�,••-..,.., usv .._.,,....»..w...�......�... 7005S aliphatic polyisocyanate resin, aromatic hydrocarbon -a, butyl acetate, diisobutyl ketone, ethyl acetate, 1,6- hexamethylene diisocyanate ( <0.3 %1 GAL WT: 8.70 WT PCT SOLIDS: 65.28 VOL PCT SOLIDS: 58.37 SOLVENT DENSITY: 7.26 VOC LE: 3.0 VOC AP: 3.0 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 7006S aliphatic polymeric isocyanate, hexyl acetate isomers, propylene glycol monomethyl ether acetate, 1,6- hexamethylene diisocyanate ( <0.3 %) GAL WT: 9.00 WT PCT SOLIDS: 73.13 VOL PCT SOLIDS: 68.19 SOLVENT DENSITY: 7.60 VOC LE: 2.4 VOC AP: 2.4 H: 3 F: 2 R: 1 FLASH PT: BETWEEN 100 -140 F (CC) OSHA STORAGE: II 77S aromatic hydrocarbon -a, butyl acetate, dibutyl tin dilaurate (2 %'), isophorone diiisocyanate trimer, toluene (65 %') GAL WT: 7.74 WT PCT SOLIDS: 25.30 VOL PCT SOLIDS: 20.24 SOLVENT DENSITY: 7.25 VOC LE: 5.8 VOC AP: 5.8 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 782S aliphatic polyisocyanate resin, aromatic hydrocarbon -a, butyl acetate, ethyl acetate, 1,6- hexamethylene diisocyanate ( <0.3 %') GAL WT: 8.62 WT PCT SOLIDS: 58.21 VOL PCT SOLIDS: 51.58 SOLVENT DENSITY: 7.44 VOC LE: 3.6 VOC AP: 3.6 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 785S aliphatic polymeric isocyanate, methyl ethyl ketone (10 %'), 1,6- hexamethylene diisocyanate ( <0.3 %'), GAL WT: 9.24 WT PCT SOLIDS: 90.00 VOL PCT SOLIDS: 86.13 SOLVENT DENSITY: 6.66 VOC LE: 0.9 VOC AP: 0.9 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 792S aliphatic polyisocyanate resin, aromatic hydrocarbon -a, bis(2,2,6,6, tetramethy1-4 piperidyl) sebacate, butyl acetate, ethyl acetate, 1,2,4 - trimethyl benzene (0 -2 %'), 2(2'- hydroxy -3,5'- diteramylphenyl)benzotriazole GAL WT: 8.07 WT PCT SOLIDS: 33.99 VOL PCT SOLIDS: 28.45 SOLVENT DENSITY: 7.45 VOC LE: 5.3 VOC AP: 5.3 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 793S aliphatic polyisocyanate resin, aromatic hydrocarbon -a, bis(2,2,6,6, tetramethy1-4 piperidyl) sebacate, butyl acetate, diethylene glycol monobutyl ether (6 %'), ethyl acetate, toluene (4 %'), trixylenyl phosphate, 1,2,4 - tnmethyl benzene (0 -2 %'), 1,6- hexamethylene diisocyanate ( <0.3 %'), 2(2'- hydroxy -3,5'- diteramylphenyl)benzotnazole GAL WT: 9.09 WT PCT SOLIDS: 78.76 VOL PCT SOLIDS: 74.19 SOLVENT DENSITY: 7.48 VOC LE: 1.9 VOC AP: 1.9 H: 3 F: 2 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 795S aliphatic polymeric isocyanate, butyl acetate, ethyl acetate, ethylene glycol monobutyl ether acetate (6 %'), 1,6- hexamethylene diisocyanate (<0.3%1 GAL WT 8.81 WT PCT SOLIDS: 66.77 VOL PCT SOLIDS: 60.94 SOLVENT DENSITY: 7.50 VOC LE: 2.9 VOC AP: 2.9 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 8705S aliphatic polymeric isocyanate, butyl acetate, ethyl acetate, ethylbenzene (3-8W), toluene (4 %'), xylene (24-30%1 GAL WT: 8.08 WT PCT SOLIDS: 39.60 VOL PCT SOLIDS: 33.15 SOLVENT DENSITY: 7.30 VOC LE: 4.9 VOC AP: 4.9 H: 3 F: 3 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB Notice: The data in this material safety data sheet relate only to the specific material designated herein and do not relate to use in combination with any other material or in any process. Product Manager - Refinish Sales Prepared by D. G. Detweiler CR OF TU I(WIU► MAY 3 0 2000 PERMIT CENTER MSDS 12 n+ SAnY.'!! Nn✓[' �M,,' rCB+. V�Y+ dCrrvpyt� 'VK Z tu O 0 0 . W= N W, W 0 u. N = W H = Z 0: W ~ 2 j U : 0 N. o W W' I- 1 7 . Z ' V CO 0 1- Z • MSDS HPC 3 IMRON ® CUSTOM COLORS HIGH PERFORMANCE COATINGS January 1, 1998 Section I - Manufacturer Manufacturer: DuPont Co. Automotive Wilmington, Delaware 19898 Telephone: Product ITTfOrMation (0441 - 7515 Medial emergency (800) 441.3637 Tmneportation emergency (SOO) 424 -9300 (CHEMTREC) Product IMRON•custom Colas 717P to 749P; RKM- 22475, RKM- 22478, RIWI22480, RKM- 274 OSHA Hazard Clue: 9• Section X for specific data. DOT Shipping Name: See DOT addendum. Section 11- Hazardous Ingredients (See Section X) Vapor Pressure Exposure (PG Rmn Hg) Liters • Ingredients CAS Na Acrylic polymer -A 42767 -92-0 Acrylic polymer -8 Not Available Acry9• polymer - 77358 - 01 - 1 Acrylic polymer-0 - 7709942.124 Acrylic polymer-E 80010.53 -3 Acrylic polytrrer -F 148989.95 -3 Amorphous efUoa 7631 -80-9 Acetone 87 - 84 - 1 184.0 500 ppm -A 8 hr TWA 1000 ppm 8 hr TWA 750 ppm-A 15 min(STEL) 500 ppm•A 8812 hr None None -A,0 None None -A,0 None None -A,0 None None -A,0 None None -A,0 None None-A,0 � None 5 mWm3 R ep 0.2 mg/m -A R 1 mg/m -A 15 min(STEL) Bla(1,2, 2,8,8= pentamethy1- 4- plperdlnyl) sebecate 41556 -26 -7 6.0 None -A,0 Butyl Acetate 123 -68-4 Carbon black 1333-86 -4 Cellulose acetate butyrat Dliatopyrrolopyrrol red pigment Ethyl acetate Not Available 141 -78-8 Ethylbenzene 100 -41-4 8.0 200 ppm -A 1 m in(STEL) None None None 76,0 7.0 MATERIAL SAFETY DATA SHEET IMRON® CUSTOM COLORS 16S 40P 3.5 mg /m -A,0 0.5 mg/m None-A,0 Nona -A,0 400 ppm -A,0 100 ppm -A,0 125 ppm-A 15 min(STEL) 25 ppnr -D 8812 hr Ethylene glycol monobutyl ether acetate 112 -07 -2 0.3 Hydrous magnesium silicate 14807 -964 None Iron oxide 1309-37-1 Isoindolinone pigment 36858.99 -0 Medium mineral spirits 84742 -88 -7 None None 10.0 Methyl amyl ketone 110-43-0 2.2 Methyl ethyl ketone 78 -93 -3 71.0 Mtwed dibasic acids Not Available 0.2 Monoazo pigment 12239 -82-3 None Organoclay 68911-87-5 None • None -A,0 Petroleum naphtha 64742 -89-8 50.0 4125'0 300 ppm-A .0 400 ppm-0 15 min(STEL) ) PMhalocyanlne blue pigment n-0 147 - 1� None • 1 mglmr -A,O CU, 8 hr Phthalocyanine green pigment 1328 -53.6 None • 10 mg/m 5 mg/m Resp Polyester resin 1010 -58.7 Nona None-A,0 Propylene glycol monomethyl ether acetate 108 -854 3.7 Quinecridone pigment 1047.18 -1 Toluene Xylene None Titenium dioxide 13463-87-7 None 20 p No - ne-A O 2 m N -0 0.5 mg/m Reap 5 mg/m -A 10 mg/m 10 mg/m -A 16 mg/m -0 5 mg/m Reap 100 0 50 100 ppm-0 200 ppm A,C 300 ppm-A 15 min(STEL) 200 ppm-0 8812 hr. TWA 300 pprn -D 15 min TWA 1 Nmgirn4 D • 10 mg/m -A None-0 Nonf 0 10 mghn' -A 15 mg/m 5 mg/m -O Rasp 10 mg/m' -A,O 5 mg/m Rasp 10 mg/m -D 108-88-3 36.7 Skin 50 ppm-A p Clling 200 ppm-0 500 ppm-0 10 e MAX 50 ppm-0 8812 hr, TWA 1330-20-7 7.0 025'C • 100 ppm A,0 150 ppm-A 15 min(STEL) 100ppm -D 8812 hr 150 ppm-0 15 min TWA A = ACOIH TLV; 0■ OSHA; D o DuPont Internal limit; 8 = Supplier Furnished limit; STEL II Short Term Exposure L(mit; C = Celrng, MINED CITY OF TUKWILA MAY 302000 PERMIT CENTER p Section III - Physical Data Evaporation rate: Less than ether Vapor Density: Heavier than air Solubility In water: Miscible Percent volatile by volume: 33.5% - 72.1% Percent volatile by weight: 20.20% - 63.62% Bolling range: 54 °C - 225°C ;129°F -437°F Gallon weight 7.74 - 15.96 lb /gallon Section IV - Fire and Explosion Data Flash point: See Section X for exact values. Flammable limits: 0,8%- 11.5% Extinguishing media: Universal aqueous fllm- forming foam, carbon dioxide, dry chemical. Special fire fighting procedures: Full protective equipment, including self- contained breathing apparatus, Is recommended. Water from fog nozzles may be used to cool closed containers to prevent pressure build up. Unusual fire 8 explosion hazards: When heated above the flash point, emits flammable vapors which, when mixed with air, cart bum or be explosive. Fine mists or sprays may be flammable at tempera- tures below the flash point. Section V - Health Hazard Data General Effects: Ingestion: May result in gastrointestinal distress. In the unlikely event of ingestion, call a physician immediately and have the names of ingredients available. DO NOT INDUCE VOMITING. Inhalation: May cause nose and throat irritation. Repeated and prolonged overexposure to solvents may lead to permanent brain and nervous system damage. Eye watering, headaches, nausea, dizziness and foes of coordination are signs that solvent levels are too high. Exposure to isocyanates may cause respiratory sensitiza- tion. This effect may be permanent This effect may be delayed for several hours after exposure. Repeated overexposure to fsocyan- ates may cause a decrease In lung function which may be perma- nent Individuals with breathing problems or prior reaction to isocyan- ates must not be exposed to vapors or spray mist of this product If affected by inhalation of vapor or spray mist, remove to fresh air, If breathing difffcuity persists, or occurs later, consult a physician, Skin or eye contact May cause Initatien or burning of the eyes. Repeated or prolonged liquid contact may cause skin irritation with discomfort and dermatitis. In case of eye contact immediately flush with plenty of Water for at least 15 minutes; call a physician. In case of skin contact, wash with soap and water. If irritation occurs, contact a physician. Specific Effects: Acrylic Polymer -F Contact may cause skin imitation with discomfort or rash. May cause eye irritation with discomfort, tearing, or blurred vision. 13 ls(1, 2,2,8,8- Pentamethyl- 4- Pfperdinyl) Subacate Repeated exposure may cause allergic skin rash, itching, swelling. Butyl•Acetats May cause abnormal liver function. Tests for embryotoxlc activity In animals has been inconclusive. Has been toxic to the fetus in laboratory animals at doses that are toxic to the mother. Carbon Black Is an IARC, NTP or OSHA carcinogen. Ethyl Acetate Prolonged and repeated high exposures of laboratory animals resulted In secondary anemia with an Increase in white blood cells; fatty degeneration , cloudy swelling and an excess of blood in various organs. Ethylbenzene Recurrent overexposure may result In liver and kidney injury. Studies in laboratory animals have shaven reproductive, embryotoxio and developmental effects. Has shown mutagenic activity in laboratory cell culture tests. Tests In some laboratory animals demonstrate carcinogenic activity. Individuals with f�?t�, �AT4�,+ 7" t�rtte %.'fl?t'SYwrd�rnr..�Mmr.4r�•��r ._.'ma:l 2 Section VI - Reactivity Data Stability: Stable IncampatibWty (materials to avoid): Water, amines, metal salts Hazardous decomposition products: CO, CO,, smoke, and oxides of any heavy motels that are reported in Section II. Hazardous polymerization: Will not occur. HPC 3 J .., i d. _>; NY:.^ , M Y!. »KSk:.n,;n� +!; • Preexisting diseases of the central nervous system, lungs, liver, or kidneys may have increased susceptibility to the toxicity of excessive exposures. Ethylene Glycdi Monobutyl Ether Acetate Can be absorbed through the skin in harmful amounts. May destroy red blood cells. May cause abnormal kidney function, Hydrous Magnesium Silicate Repeated and prolonged overexposure to talc may lead to typical x -ray changes and chronic lung disease. Medium Mineral Spirits Laboratory studies with rats have shown that petroleum distillates can cause kidney damage and kidney or liver tumors. These effects were not seen In similar studies with guinea pigs, dogs, or monkeys. Several studies evaluating petroleum workers have not shown a significant increase of kidney damage or an increase in kidney or liver tumors, Methyl Amyl Ketone Ingestion studies on laboratory animals showed that very high oral doses caused increased liver and kidney weights. Methyl Ethyl Ketone High concentrations have caused embryotoxic effects in laboratory animals. Methyl ethyl ketone has been demonstrated to potentiate (I.e., shorten the time of onset) the peripheral neuropathy caused by either n- hexane or methyl n -butyl ketone. MEK by itself has not been demonstrated to cause peripheral neuropathy. liquid splashes in the eye may result in chemical bums, Mixed Dibasic Esters High airborne levels In rats have shown mild injury to the olfactory region of the nose, Petroleum Naphtha Laboratory studies with rats have shown that petroleum distillates can cause kidney damage and kidney or liver tumors. These effects were not seen in similar studies with guinea pigs, dogs, or monkeys. Several studies evaluating petroleum workers have not shown a significant Increase of kidney damage or an increase in kidney or liver tumors. Propylene Glycol ' Monomethyl Ether Acetate May cause moderate eye burning. Recurrent overexposure may result in liver and kidney injury. Titanium Dioxide In a lifetime Inhalation test, lung cancers were found in some rats exposed to 250 mg /m3 respirable titanium dust Analysis of the titanium dioxide concentrations in the rat's lungs showed that the lung clearance mechanism was overwhelmed and that the results at the massive 250 mg/m3 level are not relevant to the workplace. Toluene Recurrent overexposure may result in liver and kidney Injury. High airborne levels have produced irregular heart beats in animals and occasional palpitations in humans. Rats exposed to very high airborne levels have exhibited high frequency hearing deficits. The significance of this to man Is unknown, Chromosomal changes In the circulating blood of exposed workers have been . reported. The significance of these reports is unclear because of exposure to other substances, Individuals with preexisting diseases of the central nervous system may have increased susceptibility to the toxicity of excessive exposure, WARNING: This chemical Is known to the State of California to cause birth defects or other reproductive harm. Xylem' RecurreI overexposure may result in liver and kidney Injury. Can be absorbed through the skin in harmful amounts. Individuals with pre - existing disease of the central nervous system, kidneys, liver, cardiovascular system, lungs, or bone marrow may have increased susceptibility to the toxicity of excessive exposures. Canada classifies Xylene as a developmental toxin as high exposures to xylenes In some animal studies have been reported to cause health effects on the developing fetus/embryo. These effects were often at levels toxic to the adult animal. The significance of these effects to humans is not known. Q H k QQ � JU 00 en 0 WH U) U. WD 2 g Q N D = W z� 1- W uj 2 0 o N_ o W uJ F u' O . 111 z 0 0 z Section VII - Spill or Leak Procedures Steps to be taken in case material is released or spilled: Ventilate area. 'Remove sources of ignition. Do not breathe vapors. Do not ge in eyes and an skin. Weer a positive - pressure, suppled-air respirato (NIOSH approved TC -19C), eye protection, gloves and protective clothing. Pour liquid decontamination solution over the spill and allow to sit at least 10 minutes. Typical decontamination solutions for isocyanate containing materials are: 20% Surfactant (Tergitol TMN 10) and 80% Water OR 0 -10% Ammonia, 2 -5% Detergent and Water (balance) Confine and remove with inert absorbent. Pressure can be generated Do not seal container. After 48 hours, material may be sealed and disposed of properly. Waste disposal method: Do not allow material to contaminate ground water systems. Incinerate absorbed material in accordance with federal, state, and local requirements. Do not incinerate in closed containers. Section VIII - Special Protection Information Respiratory: Do net breathe vapors or mists. Wear a positive - pressure, suppliedairrespirator ( NIOSH approved TO-19O) during the spray application (or brush or roll application in poorly ventilated areas) of this product and until all vapors and spray mist are exhausted. For mixing and for brush and roll application In well- ventilated areas, a properly fitted air - purifying respirator with organic vapor cartridges ( NIOSH TC -23C) may be used. Fallow respirator manufacturer's directions for respirator use. Do not permit anyone without protection in the painting area. . Refer to the hardener /activator label instructions for further informa- tion. Individuals with history of lung or breathing problems or prior reaction to isocyanates should not use or be exposed to this product if mixed with isocyanate activators/hardeners. Ventilation: Provide sufficient ventilation in volume and pattern to keep contaminants below applicable exposure limits. Protective clothing: Neoprene gloves and coveralls are recommended. Eye protection: Desirable in all industrial situations. Include splash guards or side shields. Section IX - Special Precautions Precautions to be taken in handling and storing: Observe label precautions. Keep away from heat, sparks and flame. Close container after each use. Ground containers when pouring. Wash thoroughly after handling and before eating or smoking. Do not store above 120°F. Other precautions: Do not sand, flame cut, braze or weld dry coating without a NIOSH approved respirator or appropriate ventila- tion. Section X - Other information PRODUCTCODE INGREDIENTS (SeeSection II) RKM22475 acetone (2.32 %), acrylic polymer -s (35.18 %), cellulose acetate butyrate (2.88 %), medium mineral spirits (4.70 %), methyl ethyl ketone (2.12W), mixed dibasic esters (8.30 %), petroleum naphtha (9.76 %), propylene glycol monomethyl ether acetate (28.92 %), toluene (4.36W) GAL WT: 8.15 WT PCT SOLIDS: 38.95 VOL PCT SOLIDS: 32.64 SOLVENT DENSITY: 7.39 VOC LE: 4.9 VOC AP: 4.8 H: 2 F: 3 R:0 FLASH PT: BETWEEN 20 -73 F(CC) OSHA STORAGE: IB M . r!A Tai.NIPM,4"hF h "RT/E4/M.5 44 ,r,eo Tv /,,,q/cam 3 - Sop * RKM22479 acetone (2,32%), acrylic polymer -a (35.16 %), cellulose acetate butyrate (2.88%), medium mineral spirits (4.70%), methyl ethyl ketone (2.12 %'), mixed dibasic esters (8.30 %), petroleum naphtha t (9.75 %), propylene glycol monomethyl ether acetate (28.92 %), r toluene (4.38 %1 GAL WT: 8.15 WT PCTSOLIDS: 38.95 VOL PCTSOLIDS: 32.64 SOLVENT DENSITY: 7.39 VOC LE: 4.9 VOC AP: 4.8 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 20-73 F (CC) OSHA STORAGE: IS RKM22480 acrylic polymer -d (11.41 %), bis(1,2,2,6,6-pentamethy1-4- piperdinyi) sebacate (1,30 %), ethyl acetate (7.35 %), ethylene glycol monobutyl ether acetate (9.59W), methyl amyl ketone (12.22 %), polyester resin (53.45 %), xylene (3.63 %') GAL WT: 8.74 WT PCT SCUDS: 66.35 VOL PCT SOLIDS: 59.46 SOLVENT DENSITY: 7.25 VOC LE: 2.9 VOC AP: 2.9 H: 2 F: 3 R :OFLASH PT: BETWEEN20- 73F(CC) OSHA STORAGE: IS RK -22481 acrylic polymer - d (11.41%), bis(1,2,2,8,6 piperdinyl) sebacate (1.30 %), ethyl acetate (7.35 %), ethylene glycol monobutyl ether acetate (9.59W), methyl amyl ketone (12.22 %), polyester resin (53.45 %), xylene (3.63W) GAL WT: 8.74 WT PCTSOLIDS: 68.35 VOL PCT SOLIDS: 59.48 SOLVENT DENSITY: 7.25 VOC LE: 2.9 VOC AP: 2.9 H:2 F: 3 R: 0 FLASH PT: BETWEEN 20.73 F (CC) OSHA STORAGE: IS -i/r 717P acrylic polymer -a (11,01%), methyl amyl ketone (20.19 %), �f titanium dioxide (68.30 %), GAL WT: 15.98 WT PCT SOLIDS: 79.80 VOL PCTSOLIDS: 52.52 SOLVENT DENSITY: 6.79 VOC LE: 3.2 VOC AP: 3.2 H:2 F: 2 R:O FLASH PT: BETWEEN100- 140F(CO) OS HA STORAGE II • 4K acrylic polymer -a (24.48 %), acrylic polymer -c (5.95 %), carbon 4ki black (5,95 %), methyl amyl ketone (58.74 %), toluene (4.86W) GALWT: 7.74 WT PCT SOLIDS: 36.38 VOL PCT SCUDS: 27.85 SOLVENT DENSITY: 6,82 VOC LE: 4.9 VOC AP: 4.9 H: 2 F: 2 R:O FLASH PT: BETWEEN100- 140F(CC) OSHA STORAGE: II 719P acrylic polymer -a (13.95 %), acrylic polymer -c (1.90 %), iron oxide (63.49 %), methyl amyl ketone (19.0 - 8%), toluene (1.56 %1 . GAL WT: 16.00 WT PCTSOLIDS: 78.35 VOL PCTSOLIDS: 51.59 SOLVENT DENSITY: 6.83 VOC LE: 3.3 VOC AP: 3.3 H:2 F: 2 R:OFLASH PT: BETWEEN 100- 140F(0C) OSHA STORAGE: II 720P acrylic polymer -a (37.84 %), acrylic polymer -o (6.30 %), methyl amyl ketone (40.52 %), platratocyanlne blue pigment (10.16 %), toluene (5.18W) GAL WT: 8.27 WT PCT SOLIDS: 54.31 VOL POT SOLIDS: 4479 SOLVENT DENSITY: 8.84 VOC LE: 3.8 VOC AP: 3.8 H: 2 F: 3 R:0 FLASH PT: BETWEEN73 -100 F(CC) OSHA STORAGE: IC 721 P acrylic polymer -a (19.88 %), acrylic polymer-f (1.81%), methyl amyl ketone (43.21%), monoazo pig i'5lt (32.58 %) GAL WT: 8.69 WT POT SCUDS: 54.28 VOL PCT SOLIDS: 41.99 SOLVENT DENSITY: 8.85 VOC LE: 4.0 VOCAP: 4.0 H:2F:2 R: 0 FLASH PT: BETWEEN 103-140 F (CC) OSHA STO RAGE: II 722P acrylic polymer -a (8.90%), acrylic polymer-a (7.88%), Iron oxide (53.18 %), methyl amyl ketone (23.42 %), toluene (8.51%1 GALWT: 1295 WT PCT SOLIDS: 70.05 VOL PCTSOLIDS: 43.69 SOLVENT DENSITY: 6.89 VOC LE: 3.9 VOC AP: 3.9 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73-100 F (CC) OSHA STORAGE: IC it 723P acrylic polymer -a (20.03 %), acrylic polymer -c (3.14 %), methyl d4- amyl ketone (45.66 %), monoazo pigment (28.58 %), toluene (2.57 %') GAL WT: 8.45 WT PCT SOLIDS: 51.76 VOL POT SOLIDS: 40,20 SOLVENT DENSITY: 8.82 VOC LE: 4.1 VOCAP: 4.1 H :2F:2 R:O FLASH PT: BETWEEN100- 140F(CC) OSHA STORAGE: II 724P acrylic polymer -a (28.00%), isolndolinone pigment (28.57 %), methyl amyl ketone (45.42 %), GAL WT: 8,90 WT PCT SOLIDS: 54.57 VOL PCT SCUDS: 40.41 SOLVENT DENSITY: 8.79 VOC LE: 4.0 VOC AP: 4.0 H:2 F: 2 R :O FLASH PT: BETWEEN 100.140F(CC) OSHA STORAGE: II 725P acrylic polymer -a (26.24 %), acrylic polymer -c (2.29 %), methyl amyl ketone (54.34 %), phthalocyanine green pigment (15.23 %), toluene (1.87 %') RECEIVED CiTY OF?UKWILA HPC 3 MAY 3 0 2000 PERMIT CENTER GAL WT: 827 WT PCT SOLIDS: 43.77VOL PCT SOLIDS: 31.68 SOLVENT DENSITY: 8.81 VOC LE: 4,8 VOC AP: 4.8 H: 2 F: 2 R: 0 FLASH PT: 0 ETWEEN 100- 140 F (CC) OSHASTORAGE:II 728P acrylic polymer -a (22.54%), acrylic polymer-0 (4.00%), methyl amyl ketone (43.49%), qulnecrldone pigment (25.0846), toluene (3.27%') GALWT: 8.48 WT PCT SOLIDS: 53.22 VOL PCT SOLIDS: 41.89 SOLVENT DENSITY: 8.83 VOC LE 4.0 VOC AP: 4.0 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 100-140 F (CC) OSHA STORAGE: II 727P acrylic polymers (34.88%), acrylic polymer -c (3:72%), methyl amyl ketone (39.28%), quinacridone pigment (19.04%), toluene • (3.05W) GAL WT: 8.51 WT PCT SOLIDS: 57.66 VOL PCT SOLIDS: 47.16 SOLVENT DENSITY: 8.82 VOC LE: 3.8 VOC AP: 3.6 H :2F:2R: 0 FLASH PT: BETWEEN 100-140F (CC) OSHASTORAGE:II 728P acetone (155%), acrylic polymers (33.08 %), amorphous silica (1.50%), cellulose =aide butyrets (3.17%), medium mineral spirits (7.43%), methyl ethyl ketone (2.33 %'), mixed dibasic esters (11.97 %), petroleum naphtha (8.04 %), propylene glycol monornethyl ether acetate (27.33 %), toluene (3.78W) GAL WT: 8.24 WT PCT SOLIDS: 37.77VOL PCT SOLIDS: 31.72 SOLVENT DENSITY: 7.51 VOC LE 5.1 VOC AP: 4.9 H: 2 F: 3 R: OFLASHPT: BETWEEN 20 -73 F (CC) OSHASTORAGE:IB 72W acetone (1.90%), acrylic polymers (40.16%), cellulose acetate butyrate (2.36%), methyl ethyl ketone (1.73%1, mixed dibasic esters (174%), petroleum naphtha (18.40%), propylene glycol mcnomeu yl ether acetate (28.99%), toluene (5.50%•) GAUNT: 8.02 WT PCT SOUOS: 42.52VOL PCT SCUDS: 35.49 • SOLVENT DENSITY:. 7.18 VOC LE 4.6 VOC AP: 4.5 H: 2 F: 3 R: OFLASH BETWEEN 20-73 F (CC) OSHASTORAQE Ili 730P acrylic polymer -a (27,97 %), dlketopyrmiopyrml rid pigment (25.65%), methyl amyl ketone (11.28%), propylene glycol monomethyl ether acetate (35.11%) GAL WT: 9.12 WT PCT SOLIDS: 53.62VOL PCT SOLIDS: 44.93 SOLVENT DENSITY: 7.68 VOC LE: 4.2 VOC AP: 4.2 H: 2 F: 2 R: OFLASH PT: BETWEEN 100- 140F(CC) OSHA STORAGE II 73W acrylic poiymer-e (8.41%), hydrous magnesium solute (51.00%), methyl ethyl !atone (19.209), propylene glycol moncmethyl ether acetate (20.49%) • GAL WT: 11.64 WT PCT SCUDS: 59.41 VOL PCT SCUDS: 35.79 SOLVENT DENSITY: 7.29 VOC LE: 4.7 VOC AP: 4.7 H: 2 F: 3 R: OFLASH PT: BETWEEN20- 73F(CC) OSHA STORAGE: IS 74W acrylic polymersb (9.99%), acrylic polymer -d (9.78%), butyl acetate (2283%), ethyl acetate (1287 %). ethylene glycol monobutyl ether acetate (2.98%"), methyl amyl !atone (4.18%), methyl ethyl Wane (1.12 %7, orpanooley (2.94 %), polyester resin (26.99%), xylene (4,47 %') GALWT: 8.37 WT PCT SOLIDS: 50.74 VOL PCTSOUDS: 43.62 SOLVENT DENSITY: 7.31 VOC LE: 4.1 VOC AP: 4.1 H: F: 3 R: OFLASHPT: BETWEEN 20-73 F (CC) OSHA STORAGE:IB 741P acrylic polymer- (4.68%), acrylic polymer -d (18.76%), bie( 1, 2, 18,8- penternefhyt-4-piperdlnyi) eebacats (1.16%), butyl acetate (10.60%), ethyl acetate (8,02 %), ethylene glycol monobutyl ether waits (2.39%1, methyl amyl ketone (8.04 %), methyl ethyl ketone (1.09 %1, *mancelsy (1.37%), polyester resin (40.05 %), xylem; • (3.06%'1 GAL WT: 8.68 WT PCT SOLIDS: 98.10 VOL PCT SCUDS: 59.24 SOLVENT DENSITY: 7.22 VOC LE: 2.9 VOC AP: 2.9 H: 2 F: 3 R: OFLASHPT: BETWEEN20- 73F(CC) OSHASTORAGE:18 148P ble(t.2, 2,6,0- pertamethyl- 4-pipe dlnyi) sebum% (1.49%), ethyl 4rc acetate (9.89%), ethytbenzene (0.1 %7, ethylene glycol monobutyl ether acetate (12.84%'), polyester resin (70.39 %), xylene (4-5%•) GALWT: 9.09 WT PCT SCUDS: 72.11 VOL PCT SOLIDS: 86.44 SOLVENT DENSITY: 7.55 VOC LE: 2.5 VOC AP: 2.5 H: 2 F: 3 R: OFLASHPT: BETWEENQO- 73F(CC) OSHA STORAGE: IS K' 749P acrylic polymer -d (47.39 %), methyl amyl ketone (50.77%), GAL WT: 7.80 WT PCT SOLIDS: 48.16 VOL POT SOLIDS: 40,55 SOLVENT DENSITY: 8.80 VOC LE: 4.0 VOC AP: 4.0 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 20 -73 F (CC) OSHA STORAGE: IB Seatian 313 Supplier Notification: The chemicals listed above with an asterisk preceeding the percentage are subject to the reporting requirements of Section 313 of the Emergency Planning and Right -To- Know Act of 1986 and of 40 CFR 372 Notice: The data In this materiel safety data sheet relate only to the specific material designated herein and do not relate to use In combina- tion with any other material or In any process. Product Manager - High Performance Coatings January 1, 1899 Prepared by D. G. Defweiler • H 51600/E - PO098 Z ✓ 0 co W = ', -J rA u. . w O 2 g Q' ( D I- • _ I-- 0 W H` D Q 0 O N ' 0 I- w lu L- 0 _ Z u j tn . 0 Z • MSDS NO. 21 REFINISH SALES JANUARY 1,1998 Section I - Manufacturer Manufacturer: DuPont Co. Automotive Wilmington, Delaware 19898 Telephone: Product information (800)441 -7515 Medical emergency (800) 441-3637 Transportation emergency (800) 424 -9300 (CHEMTREC) Product: Imrone 5000 Polyurethane Enamels OSHA Hazard Class: Flammable liquid DOT Shipping Name: Paint, UN1263; except V- 195S,359S, 389S; 8909S; 8989S; 8685S; 8695S; 8920; 8930S; 359S, Paint Related Material, UN1263 Hazardous Materials Information: See Section X. Section II - Hazardous Ingredients (See Section X) Ingredients CAS No. Acetic acid ester 90438 -79 -2 Acetone 67-64-1 Acrylic polymer A 42767 -92 -0 Acrylic polymer B Not Available Acrylic polymer C 77358 -01 -1 Acrylic polymer D 70942 -12 -0 • Acrylic polymer E 70942 -12 -0 Acrylic polymer F 96591 -17 -2 Acrylic polymer G - 104032 -39 -5 Acrylic polymer H 25067 -83 -8 Acrylic polymer I 26061 -99-4 Acrylic polymer J Not Available Acrylic polymer K 110972 -58 -2 Acrylic polymer L Not Available Aliphatic polymeric isocyanate 3779 -63.3 Aluminum 7429 -90 -5 Amorphous Silica 7631 -86 -9 Anthraquinone pigment Not Available Aromatic hydrocarbon 64742 -95 -6 Barium sulfate 7727 -43 -7 Bis(1 -2, 2,6,6- pentamethyl- 4- piperdinyl) sebacate MATERIAL SAFETY DATA SHEET IMRON ®5000 POLYURETHANE ENAMELS cm, ,m Timm MAY 302000 PERMIT CENTER 6.0 None -A,0 8.0 150 ppm -A,O 200 ppm -A 15 min (STEL) Vapor Pressure (20 mm Hg) Exposure Limits Unknown None -A,0 184.0 500 ppm -A 8hr TWA 1000 ppm -O 8hr TWA 750 ppm -A 15 min (STEL) None None None None None None None None None None None None None 10.0 25 °C None None -A,0 None -A,0 None -A,0 None -A,0 None -A,0 None -A,0 None -A,0 None -A,0 None -A,0 None -A,0 None -A,0 None -A,0 None 1 mg /m' -S 15 min(STEL) 0.5 mg /m -S 8 hr TWA None -A,0 10 mg/m -A None 15 mg/m 5 mg/m Resp 0.2 mg/m -A Resp None 15 mg/m 5 mg/m Resp 1.0 mg /m -A 15 min(STEL) 10 mg /m -A None -0 None -A,0 10 mg /m -A,0 15 mg /m 5 mg /m Resp 1 41556 -26 -7 Butyl acetate 123 -86 -4 Calcium carbonate 471 -34 -1 Carbon black 1333 -86 -4 Cumene 98-82-8 Dibutyl tin dilaurate 77 -58 -7 Diketopyrrolopyrrol red pigment Not Available Dioxazine carbozole pigment 4378 -61 -4 Ethyl acetate 141 -78 -6 Ethylbenzene 100 -41 -4 Ethylene glycol monobutyl ether 112 -07 -2 Ferric hexacyanoterrate pigment 14038 -43 -8 Heptane 142 -82 -5 Hydrous magnesium silicate 14807 -96 -6 Iron oxide 1309 -37 -1 Isoindolinone pigment 36888 -99 -0 Isopropyl alcohol 67 -63 -0 Kaolin 1332 -58 -7 Lead chromate Lead chromate molybdate 12656 -85 -8 Medium mineral spirits 64742 -88 -7 Methyl amyl ketone 110 -43 -0 Methyl ethyl ketone 78-93-3 Monoazo pigment 12236 -62 -3 n -Butyl alcohol 18454 -12 -1 71 -36 -3 Nickel azo complex Not Available None 5.5 None None 3.7 0.2 ® 60 °C None None None 10 mg/m -A 15 mg/m3-0 5 mg/m Resp 3.5 mg /m -A,0 .5 mq/m -D 50 ppm -A,0 Skin 0.1 mg /m3 -A,0 Skin as Sn None None -A,0 None 10 mg/m -A 15 mg/m 5 mg/m Resp 76.0 400 ppm -A,0 7.0 100 ppm -A,0 125 ppm -A 15 mn(STEL) acetate 0.3 20 ppm -D Skin None -A,0 None 10 mg /m' -A 15 mg/m 5 mg/m Resp 40.0 400 ppm -A 500 pm -O 500 ppm -A 15 min(STEL) None 2 mg/m -A Resp 2 mg/m .5 mg/m -D Resp None 10 mg/m' -A,0 None 10 mg/m -A 15 mg/m 5 mg/m° Resp 33.0 400 ppm -A,0 500 ppm -A 15 min(STEL) 400 ppm -D 8 &12 hr 10 mg/m -A None -0 None 50 vg/m Pb 12 ug /m -A Cr 1 mg/m Cr Ceiling 50 ug/m -A,O Pb 12 ug /m -A Cr 1 mg /m Cr Ceiling 10.0 100 ppm -D None -A,0 2.2 50 ppm -A 100 ppm -0 71.0 200 ppm -A,0 300 ppm -A 15 min(STEL) 200 ppm -D 8 &12 hr TWA 300 ppm -D 15 min TWA 10 mg /m -A None-0 50 ppm -A C Skin 100 ppm -0 25 ppm -D 50 ppm -D 15 min. TWA 50 ug /m -A , NI MSDS 21 Nickel oxide 1313 -99 -1 None , 'Nickel, Antimony, Titanium Yellow Pigment • , ' 8007 -18 -9 None Organoclay 68911 -87.5 Perylene pigment 128 -69 -8 Phthalocyanine blue pigment 147 -14 -8 None Phthalocyanine green pigment 1328 -53 -6 None Polyester resin 71010 -58 -7 None Polyol resin 68551 -65 -5 Unknown Primary amyl acetate 628 -63 -7 4.0 Propylene glycol monomethyl ether acetate 108 -65 -6 3.7 Quinacridone pigment 1047 -16 -1 Quinophthalone yellow pigment 30125 -47 -4 Tetrahydrofuran 109 -99 -9 Titanium dioxide 13463 -67 -7 Toluene 108 -88 -3 None None None None 1.0 mg /m -0 NI 1.0mg /m' -A,0 Ni 0.5 mg /m' -A,0 Sb 1 mg/m Ni None -A,0 10 mg /m' -A None -O 10 mg /W-A 15 mg/m 5 mg /m -0 Resp 10 mg /m -A 15 mg /m -O 5 mg /m -O Resp None -A,0 None -A,0 100 ppm -A,O None -A,0 10 ppm -D 10 mg /m -A 15 mg /m -O 5 mg /m -O Resp 10 mg /m -A None -0 160.0 a 25 °C 200 ppm -A,O 250 ppm -A,O 15 min(STEL) 25 ppm -D 8 &12 hr TWA 75 ppm -D 15 min TWA None 10 mg/m -A 15 mg/m 10 mg/m -D 36.7 50 ppm -A Skin 200 ppm -0 300 ppm-0 Ceiling 500 ppm -O 10 min MAX 50 ppm -D 8 &12 hr TWA VM &1 Naphtha 64742 -89 -8 15.0 a 37.8 °C 300 ppm -A,0 400 ppm-0 15 min(STEL) 100 ppm -D Xyiene 1330 -20 -7 7.0 a 25 °C 100 ppm -A,O 150 ppm -A 15 min(STEL) 100 ppm -D 8 &12 hr 150 ppm -D 15 min TWA 1,2,4- Trimethyl benzene 95 -63 -6 7.0 @ 44.4 °C 1,6- hexamethylene diisocyanate 822 -06 -0 Unknown 2(2- Hydroxy -3, 5- diteramylphenyl) benzotriazole 25973 -55 -1 Unknown 2,4 Pentanedione 123 -54 -6 7.0 25 ppm -A,O 5 ppb -A None -0 None -A,0 10 ppm -D None -A,0 A =ACGIH TLV; 0 = OSHA; D = DuPont internal limit; S = Supplier Fumished limit; STEL = Short Term Exposure Limit; C = Ceiling. Section III - Physical Data Evaporation rate: Less than ether Vapor Density: Heavier than air Solubility in water: Miscible Percent volatile by volume: 7% - 100% Percent volatile by weight: 5% • 100% Boiling range: 54 °C- 213 °C /129.2 °F - 415.4 °F Gallon weight: 6.60 - 15.82 lb /gallon Section IV - Fire and Explosion Data Flash point (closed cup): See Section X for exact vlaues. Flammable limits: 0.7 - 23.0% Extinguishing media: Universal aqueous film- forming foam, r�'rwrnic.arnrrn *'csWr:41M +Ka wu�?rx.e „+ww..,.. ,,....,.gym,...,........•......, 2 r � carbon dioxide, dry chemical. Special fire fighting procedures: Full protective equipment, including self- contained breathing apparatus, is recommended. Water from fog nozzles may be used to cool closed containers to prevent pressure build up. Unusual fire & explosion hazards: When heated above the flash point, emits flammable vapors which, when mixed with air, can burn or be explosive. Fine mists or sprays may be flammable at temperatures below the flash point. Section V - Health Hazard Data General Effects: Ingestion: Gastrointestinal distress. In the unlikely event of ingestion, call a physician immediately and have the names of ingredients available. DO NOT INDUCE VOMITING. Inhalation: May cause nose and throat irritation. Repeated and prolonged overexposure to solvents may lead to permanent brain and nervous system damage. Eye watering, headaches, nausea, dizziness and loss of coordination are signs that solvent levels are too high. Exposure to isocyanates may cause respiratory sensitiza- tion. This effect may be permanent.: This effect may be delayed for several hours after exposure. Repeated overexposure to isocyan- ates may cause a decrease in lung function which may be perma- nent. Individuals with or breathing problems or prior reaction to isocyanates must not be exposed to vapors or spray mist of this product. If affected by inhalation of vapor or spray mist, remove to fresh air. If breathing difficulty persists, or occurs later, consult a physician. Skin or eye contact May cause irritation or burning of the eyes. Repeated or prolonged liquid contact may cause skin irritation with discomfort and dermatitis. In case of eye contact, immediately flush with plenty of water for at least 15 minutes; call a physician. In case of skin contact, wash with soap and water. If irritation occurs, contact a physician. Specific Effects: Acrylic Polymer - Contact may cause skin irritation with discomfort or rash. May cause eye irritation with discomfort, tearing or blurred vision. Acetic acid ester - Repeated or prolonged liquid contact may cause skin irritation with discomfort and dermatitis. Over • exposure may cause eye nose and throat irritation. Repeated or prolonged liquid contact may cause skin irritation and dermatitis. May cause central nervous system effects such as dizziness, headache, nausea and loss of consciousness. Repeated and prolonged overexposure to solvents may lead to permanent brain and nervous system damage. Aliphatic polymeric isocyanate & 1,6- hexamethylene diisocyanate - Repeated exposure may cause allergic skin rash, itching, swelling. May cause eye irritation with discomfort, tearing, or blurred vision. Repeated overexposure to isocyanates may cause lung injury including a decrease in lung function which may be permanent. Overexposure may cause asthma -like reactions with shortness of breath, wheezing, cough, which may be permanent; or permanent lung sensitization. This effect may, be delayed for several hours after exposure. Individuals with preexisting lung disease, asthma or breathing difficulties may have increased susceptibility to the toxicity of excessive exposures. Aromatic Hydrocarbon - Laboratory studies with rats have shown that petroleum distillates cause kidney damage and kidney or liver tumors. These effects were not seen in similar studies with guinea pigs, dogs, or monkeys. Several studies evaluating petroleum workers have not shown a significant increase of kidney damage or an increase in kidney or liver tumors. Primary amyl acetate - Recurrent overexposure may result in liver an kidney injury. Butyl acetate - May cause abnormal liver function. Tests for embryotoxic activity in animals has been inconclusive. Has been toxic to the fetus in laboratory animals at doses that are toxic to the mother. Bis(1- 2,2,56- pentamethyl- 4- piperdinyl) sebacate - Repeated exposure may cause allergic skin rash, itching, swelling. Carbon black - Is an IARC, NTP or OSHA carcinogen. Dibutyl tin dilaurate - Causes eye corrosion and permanent injury. Contact may cause skin bums. Can be absorbed through the skin in harmful amounts. Ethyl acetate - Prolonged and repeated high exposures of laboratory animals resulted in secondary anemia with and increase in white blood cells; fatty degeneration, cloudy swelling and excess of blood in various organs. Ethylbenzene Recurrent overexposure may result in liver and kidney injury. Studies in laboratory animals have shown reproductive, embryotoxic and developmental effects. Has shown mutagenic activity in laboratory cell culture tests. Tests In some laboratory animals demonstrate carcinogenic activity. Individuals with preexisting diseases of the central nervous system, lungs, liver, or kidneys may have increased susceptibility to the acetate of - Can excessive through the skin glycol harmful amounts. ether nts May destroy red blood cells. May cause abnormal kidney function. Heptane - Contact may cause skin burns. May cause eye irritation MSDS 21 Z W 00 . CO W I- WO 2 LL Q W H Z� UJ ri U ON 0 W W: U W F'' Z 111 D- P O H z k with discomfort, tearing, or blurred vision. May cause central nervous system effects such as dizziness, headache, nausea, and loss of consciousness. May cause temporary upper respiratory and/ or lung irritation with cough, difficult breathing, or shortness of breath. Laboratory studies with rats have shown that petroleum distillates cause kidney damage and kidney or liver tumors. These effects were not seen in similar studies with guinea pigs, dogs, or monkeys. Several studies evaluating petroleum workers have not shown a significant increase of kidney damage or an increase in kidney or liver tumors. Hydrous magnesium silicate (Talc) - Repeated and prolonged overexposure to talc may lead to typical X- ray changes and chronic lung disease. Isopropyl alcohol - ingestion studies on laboratory animals showed that very high oral doses caused increased liver and kidney weights. Lead chromate and Lead chromate molybdate - Over exposure to lead may cause adverse effects to the blood forming, nervous, urinary, reproductive systems including embryotoxic effects. Symptoms may include loss of appetite, anemia, disturbance of sleep and fatigue. See OSHA Lead Standard 29 CFR 1910.1025. For exposures longer than 8 hours the OSHA exposure limit is reduced by this formula: limit (in pg /m 400/ hours worked in the day. Is an IARC, NTP or to the State O H of California to WARNING: aus chemicals are known cause cancer, birth defects reproductive harm. Medium mineral spirits; VM &P Naphtha; Petroleum naphtha - Laboratory studies with rats have shown that petroleum distillates cause kidney damage and kidney or liver tumors. These effects were not seen in similar studies with guinea pigs, dogs, or monkeys. Several studies evaluating petroleum workers have not shown a significant increase of kidney damage or an increase in kidney or liver tumors. May cause temporary upper respiratory and/or lung irritation with cough, difficult breathing, or shortness aboratory animals sshowedithat very high oral dos caused on studies increased liver and kidney weights. Methyl ethyl ketone - High concentration have caused embryotoxic effects in laboratory animals. Methyl ethyl ketone has been demonstrated to potentiate eitherr shorten n-he an or methyl onset) btyl ketone. MEK by itself has caused by as not been demonstrated to cause peripheral neuropathy. Liquid splashes in the eye may result in chemical bums. N -butyl alcohol - Liquid splashes in the eye may result in chemical bums. May cause abnormal blood forming function with anemia. Recurrent overexpo- sure may result in liver and kidney injury. Can be absorbed through the skin in harmful amounts. Nickel oxide - Repeated exposure may cause allergic skin rash, itching, swelling. Is an IARC, NTP or OSHA carcinogen. WARNING: This chemical is known to the State of California to cause cancer. Nickel, antimony, titanium yellow pigment - Antimony and nickel are incorporated into the crystal of titanium dioxide. As such they are chemically and biologically Inert. WARNING: This chemical is known to the State of California to cause cancer. Phthalocyanine biue pigment: Contact may cause skin irritation with discomfort or rash. Skin permeation can occur in amounts capable of producing the effects of systemic toxicity. Primary amyl acetate Recurrent n thyl may result ace - and kidney injury. Propylene glycol Y col mo May cause moderate eye burning. Recurrent overexposure may result in liver and kidney injury. Quinophthalone yellow pigment - Contact may cause skin irritation with discomfort or rash. Ingestion may result in gastric disturbances. Tetrahydrofurann May cause abnormal liver function. May cause temporary upper respiratory and/or lung irritation with cough, difficult breathing, or shortness of breath. Liquid splashes in the eye may result in chemical bums. Has been toxic to the fetus in laboratory animals at doses that are toxic to the mother. Tests in some laboratory animals demonstrate carcinogenic activity. Titanium dioxide - In a lifetime inhalation test, lung cancers were found in some rats exposed to 250 mg/m respirable titanium dust. Analysis of the titanium dioxide concentra- tions in the rat's lungs showed that the lung clearance mechanism was overwhelmed and that the results at the massive 250 mg/m level are not relevant to the workplace. Toluene - Recurrent overexposure may result In liver and kidney injury. High airborne levels have produced irregular heart beats in animals and occa- sional palpitations in humans. Rats exposed to very high airborne levels have exhibited high frequency hearing deficits. The signifi- cance of this to man is unknown. WARNING: This chemical Is known to the State of California to cause birth defects or other reproductive harm. Xylene - High concentration have caused embryotoxic effects in laboratory animals. Recurrent overexposure may result In liver and kidney Injury. Can be absorbed through the skin in harmful amounts.1,6- hexamethylene diisocyanate May cause temporary upper respiratory and/or lung irritation with cough, difficult breathing, or shortness of breath Overexposure may cause asthma -like reactions with shortness of breath, wheezing, cough, which may be permanent; or permanent lung sensitization. This effect may be delayed for several hours after exposure. Prolonged skin contact may cause chemical burns. Liquid splashes in the eye 3 may result in chemical burns. Individuals with preexsisting lung disease, asthma or breathing difficulties may have increased susceptibility to the toxicity of excessive exposures. 2,4 Pentanedione - Can be absorbed through the skin in harmful amounts. Repeated exposures to high concentrations has caused adverse health effects in laboratory animals. These effects involved the central nervous system, immune system, and the red blood cell forming system. No effect was seen at 100 ppm. The odor is disagreeable at a few ppm. Ingestion may result in gastric distur- bances. Section VI - Reactivity Data Stability: Stable Incompatibility (materials to avoid): None reasonably foresee- able. Hazardous decomposition products: CO, CO smoke, oxides of heavy metals in Section II. Hazardous polymerization: Will not occur. Section VII - Spill or Leak Procedures Steps to be taken in case material is released or spilled: Do not breathe vapors. Do not get in eyes or on skin. Wear a positive pressure supplied air vapor /particulate respirator NIOSH (TC -19C), eye protection, gloves and protective material. Remove sources of ignition. Absorb with inert material. Ventilate area. Pour liquid decontaminate solution over the spill and allow to sit 10 minutes, minimum. Typical decontamination solutions are: 20% Surfactant (Tergitoi TMN 10) 80% Water or 0 -10% Ammonia 2 -5% Detergent Balance water This procedure can generate pressure. Do not seal the container. After 48 hours , container may be sealed and disposed of. Waste disposal method: Do not allow material to contaminate ground water systems. Incinerate absorbed material in accordance with federal, state, and local requirements. Do not incinerate in closed containers. CITY Q TUKWIIA Section VIII - Special Protection lnforrnia'Wori 0 2000 Respiratory: Do not breathe vapors or mists. Wear a po its iv , pressure supplied air respirator NIOSH (TC -19C while tttalitM activator with any paint or clear enamel, during application and until all vapors and spray mists are exhausted. Individuals with a history of lung or breathing problems or prior reaction to isocyanate should not use or be protection in the paint painting area. Follow the respirator or anufacturer's directions for respirator use. Ventilation: Provide sufficient ventilation in volume and pattern to keep contaminants below applicable exposure limits. Protective clothing: Neoprene gloves and coveralls are recom- mended. Eye protection: Desirable in all industrial situations. Include splash guards or side shields. Section IX - Special Precautions Precautions to be taken in handling and storing: Observe label precautions. Keep away from heat, sparks and flame. Close container after each use. Ground containers when pouring. Wash thoroughly after handling and before eating or smoking. Do not store above 120 °F. Other precautions: Do not sand, flame cut, braze or weld dry coating without a NIOSH approved respirator or appropriate ventilation. Section X - Other Information Section 313 Supplier Notification: The chemicals listed below with percentages are subject to the reporting requirements of Section 313 of the Emergency Planning and Right -To -Know Act of 1986 and of 40 CFR 372. PRODUCT CODE INGREDIENTS (See Section II) RK -P -19488 acetone, acrylic polymer -B, acrylic polymer -G, amorphous silica, butyl acetate, methyl amyl ketone, toluene (2W), xylene (0 -1 %1 GAL WT: 8.72 WT PCT SOLIDS: 56.77 VOL PCT SOLIDS: 44.40 MSDS 21 Z W cc JU 00 W= H NLL w 2 QQ u _ to I- _ Z � 0 Z w U � 0 1— W H H O ILIZ U = O ~ Z SOLVENT DENSITY: 6.78 VOC LE: 3.0 VOC AP: 2.4 H: 2 F: , 3 R: 0 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB V -1955 aliphatic polymeric isocyanate, heptane, methyl amyl ketone, methyl ethyl ketone (9 %1, toluene (15 %'), 1,6- hexamethyiene diisocyanate ( <0.2 %) GAL WT: 8.36 WT PCT SOLIDS: 63.70 VOL PCT SOLIDS: 55.19 SOLVENT DENSITY: 6.77 VOC LE: 3.0 VOC AP: 3.0 H: 3 F: 3 R: 1 FLASH PT BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 359S acrylic polymer -L, aromatic hydrocarbon, butyl acetate, cumene (0 -3 %1, xylene (0 -2 %), 1,2,4- trimethyl benzene (5 -23 %') GAL WT 7.67 WT PCT SOLIDS: 25.00 VOL PCT SOLIDS: 21.23 SOLVENT DENSITY: 7.30 VOC LE: 5.8 VOC AP: 5.8 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 389S dibutyl tin dilaurate (1 %'), 2,4- pentanedione, GAL WT: 8.13 WT PCT SOLIDS: 1.00 VOL PCT SOLIDS: 0.94 SOLVENT DENSITY: 8.13 VOC LE: 8.0 VOC AP: 8.0 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 501 H acrylic polymer -B, acrylic polymer -C, butyl acetate, carbon black, methyl amyl ketone, xylene (0 -1 %1, GAL WT: 8.22 WT PCT SOLIDS: 52.25 VOL PCT SOLIDS: 45.01 SOLVENT DENSITY: 7.14 VOC LE: 3.9 VOC AP: 3.9 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 502H acrylic polymer -I, butyl acetate, iron oxide, medium mineral spirits, propylene glycol monomethyl ether acetate GAL WT 14.19 WT PCT SOLIDS: 71.79 VOL PCT SOLIDS: 46.25 SOLVENT DENSITY: 7.45 VOC LE: 4.0 VOC AP: 4.0 H: 1 F: 3 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 503H acrylic polymer -A, acrylic polymer -B, butyl acetate, lead chromate (56 %1, methyl amyl ketone, propylene glycol monomethyl ether acetate, xylene (1 -2 %) . GAL WT: 15.58 WT PCT SOLIDS: 75.83 VOL PCT SOLIDS: 50.57 SOLVENT DENSITY: 7.62 VOC LE: 3.8 VOC AP: .3.8 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 504H acrylic polymer -A, acrylic polymer -B, acrylic polymer -C, butyl acetate, ethylbenzene (0 -2 %), methyl amyl ketone, phthalo- cyanine blue pigment, propylene glycol monomethyl ether acetate, xylene (4-6%') GAL WT 8.54 WT PCT SOLIDS: 49.94 VOL PCT SOLIDS: 43.38 SOLVENT DENSITY: 7.55 VOC LE: 4.3 VOC AP: 4.3 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 50511 acrylic polymer -A, acrylic polymer -B, acrylic polymer -C, butyl acetate, carbon black, ethyibenzene (0 -2 %), methyl amyl ketone, toluene (2%), xylene (5-6%') GAL WT 8.24 WT PCT SOLIDS: 48.82 VOL PCT SOLIDS: 41.56 SOLVENT DENSITY: 7.22 VOC LE: 4.2 VOC AP: 4.2 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 506H acrylic polymer -A, acrylic polymer -B, acrylic polymer -C, butyl acetate, ethylbenzene (0 -1 %1, methyl amyl ketone, phthalo- cyanine green pigment, toluene (1%1, xylene (4 -5%) GAL WT: 8.22 WT PCT SOLIDS: 44.38 VOL PCT SOLIDS: 33.83 SOLVENT DENSITY: 6.91 VOC LE: 4.6 VOC AP: 4.6 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 50711 acrylic polymer -A, acrylic polymer -B, acrylic polymer -C, butyl acetate, ethylbenzene (0 -1 %), methyl amyl ketone, phthalo- cyanme blue pigment, propylene glycol monomethyl ether acetate, toluene (1 %), xylene (2-3°/e) GAL WT 8.58 WT PCT SOLIDS: 48.61 VOL PCT SOLIDS: 41.52 SOLVENT DENSITY: •7.54 VOC LE: 4.4 VOC AP: 4.4 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 509H acrylic polymer -A, acrylic polymer -B, butyl acetate, diketopyrrolopyrrol red pigment, methyl amyl ketone, propylene glycol monomethyl ether acetate, xylene (0-1%') GAL WT: 9.12 WT PCT SOLIDS: 53.23 VOL PCT SOLIDS: 44.66 SOLVENT DENSITY: 7.71 VOC LE: 4.3 VOC AP: 4.3 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 510H acrylic polymer -A, acrylic polymer -B, butyl acetate, lead chromate (58 %), methyl amyl ketone, propylene glycol monomethyl ether acetate, tetrahydrofuran, xylene (1 %') GAL WT: 15.82 WT PCT SOLIDS: 76.29 VOL PCT SOLIDS: 50.99 SOLVENT DENSITY: 7.65 VOC LE: 3.7 VOC AP: 3.7 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC HfORii• ikOX7! Gl � iM1'!�!w..'L �vMa`?]..N {PiM.M:w.^, r•_. �'rvr.yu^,x.Pa,��Y. 4 511H acrylic olymer -A, acrylic polymer -B, butyl acetate, lead chromate (56 %' ),, methyl amyl ketone, propylene glycol monomethyl ether acetate, xylene (0-1%*) GAL WT: 15.50 WT PCT SOLIDS: 74.46 VOL PCT SOLIDS: 47,97 SOLVENT DENSITY: 7.61 VOC LE: 4.0 VOC AP: 4.0 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 512H acrylic polymer -A, acrylic polymer -B, butyl acetate, ethylbenzene (0-1%1, lead chromate moiybdate (54 %1, methyl amyl ketone, propylene glycol monomethyl ether acetate, xylene (2°/01 GAL WT: 15.00 WT PCT SOLIDS: 74.95 VOL PCT SOLIDS: 50.53 SOLVENT DENSITY: 7.60 VOC LE: 3.8 VOC AP: 3.8 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) • OSHA STORAGE: IC 513H acrylic polymer -A, acrylic polymer -B, acrylic polymer -C, butyl acetate, ethylbenzene (0.1 %1, methyl amyl ketone, propylene glycol monomethyl ether acetate, quinacridone pigment, tetrahydro- furan, toluene (2 %), xylene (1 -2 %) GAL WT: 8.70 WT PCT SOLIDS: 42.59 VOL PCT SOLIDS: 35.33 SOLVENT DENSITY: 7.72 VOC LE: 5.0 VOC AP: 5.0 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 51411 acrylic polymer -A, acrylic polymer -B, acrylic polymer -C, butyl acetate, methyl amyl ketone, primary amyl acetate, quinacridone pigment, tetrahydrofuran, xylene (0-1%1 GAL WT: 8.45 WT PCT SOLIDS: 47.12 VOL PCT SOLIDS: 38.10 SOLVENT DENSITY: 7.22 VOC LE: 4.5 VOC AP: 4.5 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 515H acrylic polymer -A, acrylic polymer -B, acrylic polymer -C, butyl acetate, iron oxide, methyl amyl ketone, propylene glycol monomethyl ether acetate, toluene (2%1, xylene (0-1%*) GAL WT 12.45 WT PCT SOLIDS: 66.39 VOL PCT SOLIDS: 45.20 SOLVENT DENSITY: 7.64 VOC LE: 4.2 VOC AP: 4.2 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 516H acrylic polymer -A, acrylic polymer -B, butyl acetate, methyl amyl ketone, propylene glycol monomethyl ether acetate, titanium dioxide, xylene (0 -1%) GAL WT: 14.85 WT PCT SOLIDS: 77.54 VOL PCT SOLIDS: 55.55 SOLVENT DENSITY: 7.50 VOC LE: 3.3 VOC AP: 3.3 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 51711 acrylic polymer-A, acrylic polymer -B, butyl acetate, ethyibenzene (0 -1 %)), ferric hexacyanoferrate (19%1, methyl amyl GAL W propylene 3 - r PCT SOLIDS monomethyl 1.78 VOL PCT SOLIDS: 42.74 SOLVENT DENSITY: 7.52 VOC LE: 4.3 VOC AP: 4.3 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 51811 acrylic polymer -A, acrylic polymer -8, acrylic polymer -F, butyl acetate, dioxazine carbozote pigment, ethyibenzene (1 -3 %), methyl amyl ketone, propylene glycol monomethyl ether acetate, xylene (7 -9%) GAL WT: 8.40 WT PCT SOLIDS: 52.90 VOL PCT SOLIDS: 46.95 SOLVENT DENSITY: 7.46 VOC LE: 4.0 VOC AP: 4.0 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 519H acrylic polymer -A, acrylic polymer -B, anthraquinone pigment, butyl acetate, ethylbenzene (1 -3 %), methyl amyl ketone, propylene glycol monomethyl ether acetate, xylene (8-10%) - GAL WT: 8.27 WT PCT SOLIDS: 48.57 VOL PCT SOLIDS: 42.10 SOLVENT DENSITY: 7.35 VOC LE: 4.3 VOC AP: 4.3 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 522H acryttc polymer -H, aluminum (25 %), aromatic hydrocar- bon, butyl acetate, ethylbenzene (0-1%1, medium mineral spirits, n- butyl alcohol (2 %-), propylene glycol monomethyl ether acetate, xylene (4 -5 %') GAL WT: 9.30 WT PCT SOLIDS: 51.04 VOL PCT SOLIDS: 36.94 SOLVENT DENSITY: 722 VOC LE: 4.6 VOC AP: 4.6 H: 2 F: 3 R: 1 FLASH PT: BETWEEN 73.100 F (CC) OSHA STORAGE: IC 524H acrylic polymer -H, butyl acetate, isopropyl alcohol, medium mineral spirits, n -butyl alcohol (8 %'), nickel azo complex (8%'), propylene glycol monomethyl ether acetate, toluene (2 -3 %), vm &p naphtha GAL WT: 8.25 WT PCT SOLIDS: 51.68 VOL PCT SOLIDS: 44.42 AP: 4.0 H: 2 F: SOLVENT 7.17 VOC LE: 4.0 3 R: 1 FLASH P BETWEEN 220 - 73 F (CC) VOC T : OSHA STORAGE: IB 525H acrylic polymer -A, acrylic polymer -B, butyl acetate, ethyibenzene (0 -1 %'), iron oxide, methyl amyl ketone, primary amyl MS DS 21 fyrn 5M1'msr • 5��7rtlr ! =. : . , Z W 00 co I NW WO QQ LL N = W 1- _ Z � Z O W W O N 0 I- W W H- U- O W Z 0 b 1- Z acetate, xylene (3.4 %1 GAL WT: 9.54 WT PCT SOLIDS: 52.70 VOL PCT SOLIDS: 37.38 SOLVENT DENSITY: 7.21 VOC LE: 4.5 VOC AP: 4.5 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 526H acrylic polymer -H, butyl acetate, dioxazine carbozole pigment, medium mineral spirits, n -butyl alcohol (4 %1, propylene glycol monomethyl ether acetate GAL WT: 8.31 WT PCT SOLIDS: 50.04 VOL PCT SOLIDS: 44.08 SOLVENT DENSITY: 7.42 VOC LE: 4.2 VOC AP: 4.2 H: 1 F: 3 R: 0 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 527H acrylic polymer -A, acrylic polymer -B, acrylic polymer -C, butyl acetate, methyl amyl ketone, perylene pigment, propylene glycol monomethyl ether acetate, toluene (3 %'), xylene (0-1%') GAL WT: 8.81 WT PCT SOLIDS: 44.05 VOL PCT SOLIDS: 36.10 SOLVENT DENSITY: 7.71 VOC LE: 4.9 VOC AP: 4.9 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 528H acrylic polymer -A, acrylic polymer -K, butyl acetate, methyl amyl ketone, monoazo pigment, propylene glycol monomethyl ether acetate, tetrahydrofuran GAL WT: 9.07 WT PCT SOLIDS: 48.94 VOL PCT SOLIDS: 40.65 SOLVENT DENSITY: 7.80 VOC LE: 4.6 VOC AP: 4.6 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 529H acrylic polymer -A, acrylic polymer -B, butyl acetate, ethylbenzene (0-1%1, isoindolinone pigment, methyl amyl ketone, propylene glycol monomethyl ether acetate, xylene (1-2%') GAL WT: 9.43 WT PCT SOLIDS: 51.47 VOL PCT SOLIDS: 40.48 SOLVENT DENSITY: 7.69 VOC LE: 4.6 VOC AP: 4.6 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 538H acrylic polymer -A, acrylic polymer-B, acrylic polymer -C, butyl acetate, methyl amyl ketone, nickel oxide (3 %), nickel, antimony, titanium ( %1, propylene glycol monomethyl ether acetate, toluene (1 %), xylene (0 -1 %) GAL WT: 14.80 WT PCT SOLIDS: 72.16 VOL PCT SOLIDS: 46.28 SOLVENT DENSITY: 7.67 VOC LE: 4.1 VOC AP: 4.1 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 73 - 100 F (CC) OSHA STORAGE: IC 542H acrylic polymer -A, acrylic polymer -B, ethylbenzene (0- 1%), methyl amyl ketone, primary amyl acetate, quinacridone pigment, xylene (2%') GAL WT: 8.29 WT PCT SOLIDS: 48.81 VOL PCT SOLIDS: 40.89 SOLVENT DENSITY: 7.18 VOC LE: 4.2 VOC AP: 4.2 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 545H acrylic polymer -A, acrylic polymer -B, butyl acetate, ethylbenzene (0 -2 %'), iron oxide, methyl amyl ketone, primary amyl acetate, xylene (5-6%') GAL WT: 9.24 WT PCT SOLIDS: 54.31 VOL PCT SOLIDS: 41.41 SOLVENT DENSITY: 7.21 VOC LE: 4.2 VOC AP: 4.2 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 551H acrylic polymer -A, acrylic polymer -B, butyl acetate, methyl amyl ketone, propylene glycol monomethyl ether acetate, quinophthalone yellow pigment, xylene (1 %') GAL WT: 9.41 WT PCT SOLIDS: 52.82 VOL PCT SOLIDS: 42.25 SOLVENT DENSITY: 7.69 VOC LE: 4.4 VOC AP: 4.4 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 569H acrylic polymer -A, acrylic polymer -B, acrylic polymer -K, butyl acetate, methyl amyl ketone, monoazo pigment, propylene glycol monomethyl ether acetate, tetrahydrofuran, xylene (1 %') GAL WT: 9.30 WT PCT SOLIDS: 56.53 VOL PCT SOLIDS: 47.37 SOLVENT DENSITY: 7.68 VOC LE: 4.0 VOC AP: 4.0 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 573H acrylic polymer -E, bis(1,2,2,6,6- pentamethyl -4- piperdinyl) sebacate, ethyl acetate, ethylbenzene (0 -1 %'), ethylene glycol monobutyl ether acetate (2W), methyl amyl ketone, polyester resin, xylene (1 -2 %') GAL WT: 8.90 WT PCT SOLIDS: 75.23 VOL PCT SOLIDS: 69.29 SOLVENT DENSITY: 7.18 VOC LE: 2.2 VOC AP: 2.2 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 574H acrylic polymer -E, acrylic polymer -J, bis(1,2,2,6,6- pentamethyl-4-piperdinyl) sebacate, ethyl acetate, ethylbenzene (0- 1 %'), ethylene glycol monobutyl ether acetate (2 %'), heptane, medium mineral spirits, methyl amyl ketone, n -butyl alcohol (3 %'), polyester resin, xylene (1 -2 %'), 2(2'- hydroxy -3,5'- diteramylphenyl)benzotnazole ap K1 mehlf,MMeWfW R IOrkl 4.rrerrt' troiliv,t1 4',IR ftam n eylr,..,..vt,,,,v,,,, : 5 GAL WT: 8.57 WT PCT SOLIDS: 68.92 VOL PCT SOLIDS: 61.21 SOLVENT DENSITY: 6.87 VOC LE: 2.7 VOC AP: 2.7 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 577H acrylic polymer -B, acrylic polymer -E, butyl acetate, ethyl acetate, ethylbenzene (0 -1 %'), ethylene glycol monobutyl ether acetate (12 %'), methyl amyl ketone, methyl ethyl ketone (3%), organoclay, polyester resin, xylene (4 -5 %') GAL WT: 8.02 WT PCT SOLIDS: 32.78 VOL PCT SOLIDS: 26.95 SOLVENT DENSITY: 7.38 VOC LE: 5.4 VOC AP: 5.4 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 590H acrylic polymer -H, aluminum (23 %'), aromatic hydrocarbon, butyl acetate, ethylbenzene (0 -1 %1, medium mineral spirits, n -butyl alcohol (2 %'), propylene glycol monomethyl ether acetate, xylene (4 -5 %') GAL WT 9.20 WT PCT SOLIDS: 49.24 VOL PCT SOLIDS: 35.21 SOLVENT DENSITY: 7.21 VOC LE: 4.7 VOC AP: 4.7 H: 2 F: 3 R: 1 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 8685S ethyl acetate, ethylene glycol monobutyl ether acetate (40 %'), methyl ethyl ketone (10 %'), GAL WT: 7.51 WT PCT SOLIDS: 0.00 VOL PCT SOLIDS: 0.00 SOLVENT DENSITY: 7.51 VOC LE: 7.5 VOC AP: 7.5 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 86955 ethylene glycol monobutyl ether acetate (74 %'), methyl amyl ketone, GAL WT: 7.51 WT PCT SOLIDS: 0.00 VOL PCT SOLIDS: 0.00 SOLVENT DENSITY: 7.51 VOC LE: 7.5 VOC AP: 7.5 H: 2 F: 2 R: 0 FLASH PT: BETWEEN 100 -140 F (CC) OSHA STORAGE: II 8909S aliphatic polymeric isocyanate, methyl ethyl ketone (5 %'), 1,6- hexamethylene diisocyanate ( <0.2 %'), GAL WT 9.44 WT PCT SOLIDS: 95.00 VOL PCT SOLIDS: 92.92 SOLVENT DENSITY: 6.67 VOC LE: 0.5 VOC AP: 0.5 H: 3 F: 1 R: 1 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 8920S bis(1,2 ,2,6,6- pentameth i -4- piperdinyl) sebacate, ethyl acetate, polyester resin, polyol, xylene (0 -1 %') GAL W1 8.55 WT PCT SOLIDS: 93.66 VOL PCT SOLIDS: 92.69 SOLVENT DENSITY: 7.42 VOC LE: 0.6 VOC AP: 0.6 H: 1 F: 1 R: 0 FLASH PT: BETWEEN 73 -100 F (CC) OSHA STORAGE: IC 8928S acrylic polymer -D, barium sulfate, calcium carbonate, ethyl acetate, ethylene glycol monobutyl ether acetate (10 %'), hydrous magnesium silicate, kaolin, methyl ethyl ketone (3 %'), polyester resin, xylene (1 -2 %') GAL WT: 13.85 WT PCT SOLIDS: 71.89 VOL PCT SOLIDS: 47.77 SOLVENT DENSITY: 7.45 VOC LE: 3.9 VOC AP: 3.9 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 20 - 73 F (CC) OSHA STORAGE: IB 8930S acetic acid ester, heptane, methyl ethyl ketone (40%), GAL WT: 6.60 WT PCT SOLIDS: 0.00 VOL PCT SOLIDS: 0.00 SOLVENT DENSITY: 6.60 VOC LE: 6.6 VOC AP: 6.6 H: 2 F: 3 R: 0 FLASH PT: BELOW 20 F (CC) OSHA STORAGE: IB 8989S dibutyl tin dilaurate (5 %'), 2,4- pentanedione, GAL WT: 8.15 WT PCT SOLIDS: 4.99 VOL PCT SOLIDS: 4.67 SOLVENT DENSITY: 8.12 VOC LE: 7.7 VOC AP: 7.7 H: 2 F: 3 R: 0 FLASH PT: BETWEEN 73 -100,F (CC) OSHA STORAGE: IC Notice: The data in this material safety data sheet relate only to the specific material designated herein and do not relate to use in combination with any other material or in any process. Product Manager Prepared byD. G. Detweiler RECEIVED CRY OF TUKWILA MAY 302000 PERMIT CENTER MSDS 21 -. ,.n.,E.RSr"nCS•n„M` rnr. ^,, , nx;+. c�. rfm. 4, w+,*.+ x; c+ �r,: Xww¢ eA9'; F{ K *�lMf`Y�^7R7cu+:u!aYe9*a!'+ages Z Z re J 00 mo o. W u- W QQ 0 LL Q to d Z � 1- 0 Z I- W uj 0 p 0 0 P- 0 u j I H r - 11. O 111 Z co 0 1- '' Z UUMHLJ MAN Guardsman Products, Inc. t•iflUFACTUREP,S NAME: .INGREDIENT /(CAS N0.) n^TE [)F PREPARATION: 09/26/95 EMERGENCY /INFORMATION (MANUFACTURERS ADDRESS: 13535 MUNSTER ROAD SEATTLE, WA 98173 MATERIAL SArcTY DATA SHEET GUARDSMAN PRODUCTS, INC. PHONE NO.: (206)772 -6550 Vnrf1RATtr)N RATE: FASTER nPMR UENSI TY: X HEAVIER OIILING RANGE: 133 TO 243 DEG F ERCENT VOLATILE BY VOLUME: 100 SECTION . I: PRODUCT INFORMATION 'ROD!)CT Nnr1E: T -6 LACQUER THINNER 4ANUFACTURERS CODE IDENTIFICATION: 590-7109 'RODUCT CLASS: SOLVENT RLEND SECTION II: HAZARDOUS INGREDIENTS, Hr1IS RATING HEALTH: 3 FLAMMABILITY: 3 REACTIVITY: 0 PERS. PROTECT: _ • 24 -HOUR EMERGENCY RESPONSE PHONE: CHEMTREC 800 -424 -9300 PAGE 1 OF 4 10ETr)NE (67 -64 -1) 20 750 1000 1000 -ST PPM 186.00 "METIIYL nLCOHOL (67 -56 -11 • 20 200 -SK 200 -SK 250 -ST PPM 96.00 - METHYL ISORUTYL KETONE (108 -10 -11 12 50 100 75 -ST PPM 15.00 ).TOLUENE (108 -88 -31 23 50 -SK 200 PPM 22.00 I.ACTOL SPIRITS (64742-39 -81 20 NE NE 100 PPM 43.00 VAPOR OCCU'PAT.IONAL EXPOSURE LIMITS PRES. WGT. TLV PEL OTHER UNITS MM HG SECTION III: PHYSICAL DATA RECEIVED CITY OF MORA MAY 3 fi 2000 EY TO AMEVIATIUNS USED PERMIT CENTER +: SARA III - SECTION 313 TOXIC CHEMICAL SK: TOXIC EFFECTS CAN OCCUR BY SKIN ABSORPTION NE: NOT ESTABLISHED CE: CEILING LIMIT OTHER: RECOMMENDED TLV ST: SHORT TERM EXPOSURE LIMIT X SLOWER THAN ETHER LIGHTER THAN AIR PRODUCT V.O.C.: 6.79 LB /GAL ( 815 G /L) HEIGHT PER GALLON: 6.75 POUNDS mu 4,,avr...arreaagewrocemVeloit1W V (J O rn� ?. cow 9 u D' IL = d` w r l 0, F- 0i 0 1- W 11 0 kJ z GUARDSMAN 31 Guardsman Products, Inc. -LOWER EXPLOSIVE LIMIT: 1.20 FLASH POINT: 0 DEG F METHOD USED: TCC PRODUCT: 590 -7109 PAGE 2 flF L • SECTION IV: FIRE AND EXPLOSION HAZARD DATA FLAMMABILITY CLASSIFICATION: FLAMMABLE LIQUID CLASS ID EXTINC.UISIIiNG MEDIA: FOAM, CARBON DIOXIDE OR DRY CHEMICAL. WATER FOG MAY LESSEN FIRE INTENSITY. UNUSUAL FIRE AND EXPLOSION HAZARDS: KEEP CONTAINERS TIGHTLY CLOSED. ISOLATE FROM HEAT, ELECTRICAL EQUIPMENT, SPARKS AND OPEN FLAME. CLOSED CONTAINERS MAY EXPLODE WHEN EXPOSED TO EXTREME HEAT. VAPORS ARE HEAVIER THAN AIR AND MAY TRAVEL ALONG THE GROUND, COLLECT IN LOW AREAS, OR MAY IGNITE AT DISTANT LOCATIONS. DO NOT WELD ON OR NEAR CONTAINER, EVEN WHEN EMPTY. SPECIAL FIRE FIGHTING PROCEDURES: DURING EMERGENCY CONDITIONS, DECOMPOSITION PRODUCTS CAN CAUSE HEALTH HAZARD. USE SELF — CONTAINED BREATHING APPARATUS WITH FULL FACE SHIELD OPERATED IN PRESSURE DEMAND OR OTHER POSITIVE PRESSURE MODE. EFFECTS OF OVEREXPOSURE: SEE FURTHER PRECAUTION STATEMENTS ON LABEL (PAGE 4). ACUTE. AND CHRONIC HEALTH EFFECTS: INGESTION: SWALLOWING CAUSES INEBRIATION, HEADACHE, VOMITING, LEADING TO SEVERE ILLNESS, BLINDNESS, EVEN DEATH. =YES: CAN CAUSE EYE BURNS, BLURRED VISION. SKIN: LIQUID CAUSES IRRITATION. PROLONGED OR REPEATED CONTACT CAN CAUSE DEFATTING LEADING TO DERMATITIS. INHALATION: EXCESSIVE INHALATION OF VAPORS CAN CAUSE RESPIRATORY IRRITATION, DIZZINESS, HEADACHE, VOMITING, UNCONSCIOUSNESS. OTHER HEALTH EFFECTS: REPORTS HAVE ASSOCIATED REPEATED AND PROLONGED OVEREXPOSURE TO SOLVENTS WITH PERMANENT BRAIN AND NERVOUS SYSTEM DAMAGE. EMERGENCY FIRST AID PROCEDURES: INGESTION: RINSE MOUTH. GIVE 1 TO 2 GLASSES OF MATER. CALL A PHYSICIAN FOR WAY TO INDUCE VOMITING. NEVER GIVE ANYTHING BY MOUTH TU'AN UNCONSCIOUS PERSON. EYES: FLUSH WITH PLENTY OF WATER FOR 15 MINUTES. GET MEDICAL ATTENTION. SKIN: WASH AFFECTED AREA WITH SOAP AND WATER. REMOVE CONTAMINATED CLOTHING. CONSULT A PHYSICIAN IF IRRITATION PERSISTS. INHALATION: REMOVE TU FRESH AIR. RESTORE BREATHING. TREAT SYMPTOMATICALLY. GET M1EDICAL ATTENTION. SECTION V: HEALTH HAZARD DATA eta SECTION VI: REACTIVITY DATA 'TAIIILITY: UNSTABLE X STABLE I1s1ZARDUIIS POLYMERIZATION: MAY OCCUR X WILL NOT OCCUR HAZARDOUS DECOMPOSITION PRODUCTS: I'1 CASE OF THERMAL DECOMPOSITION, CARBON DIOXIDE AND CARBON MONOXIDE WILL FORM. CONDITIONS TO AVOID: AVOID HIGH TEMPERATURES, DIRECT HEATING. I 'JMPATIBILITY (MATERIALS TO AVOID): AVOID CONTACT WITH STRONG OXIDIZING AGENTS. JU' c.) 0 0 ui W0 0 . W HO Z W 2j V o co O W ; V . L21 0 w z U = ` 0 Z RESPIRATORY PROTECTION: IF TLV OF ANY COMPONENT IS EXCEEDED, USE AN APPROPRIATE NIOSH /MSHA APPROVED RESPIRATOR. FOLLOW RESPIRATOR MANUFACTURER'S DIRECTIONS FOR RESPIRATOR USE. VENTILATION: PROVIDE SUFFICIENT MECHANICAL AND /OR LOCAL VENTILATION TO MAINTAIN EXPOSURE LEVELS 9ELUW THE TLV. APPLICATION AREAS SHOULD'BE VENTILATED IN ACCORDANCE WITH OSHA REGULATION *29CFR1910.107D. PROTECTIVE GLOVES: USE NEOPRENE, RUBBER OR PLASTIC GLOVES TO PREVENT SKIN CONTACT. , EYE PROTECTION: USE SAFETY GLASSES WITH SIDE SHIELDS. OTHER PROTECTIVE EtiUIPMENT: SAFETY SHOWERS AND EYE BATH AND APRON. GUARDSMAN '31 ° Guardsman Products, Inc. • SECTION VII: SPILL OR LEAK PROCEDURES Srt s TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: ELIMINATE ALL SOURCES OF IGNITION. CONTAIN SPILL AND ABSORB WITH ABSORBANT MATERIAL SUCH AS SAND. SHOVEL INTO DRUMS OR OTHER SUITABLE CONTAINERS USING NON- SPARKING TOOLS. NOTIFY APPROPRIATE AUTHORITIES IF SPILL ENTERS ENVIRONMENT. WASTE DISPOSAL METHOD: INCINERATE IN AN APPROVED FACILITY OR DISPOSE OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. DO NOT INCINERATE CLOSED CONTAINERS. SECTION VIII: SPECIAL PROTECTION INFORMATION SECTION IX: SPECIAL PRECAUTIONS (PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: KEEP AWAY FROM EXCESSIVE HEAT, SPARKS, AND OPEN FLAME. KEEP CLOSURES TIGHT I WHEN NOT IN USE. KEEP CONTAINERS UPRIGHT TO PREVENT LEAKAGE. ' 'JTHER PRECAUTIONS: CONTAINERS OF THIS MATERIAL MAY BE HAZARDOUS WHEN EMPTIED. SINCE EMPTY CONTAINERS RETAIN RESIDUES, ALL HAZARD PRECAUTIONS MUST BE OBSERVED. ■ DO NOT CUT, PUNCTURE OR WELD ON OR NEAR CONTAINER. . CONTAINERS OF_ THIS MATERIAL MUST BE PROPERLY GROUNDED WHEN POURING. IF CONTENTS ARE COMBINED WITH OTHER MATERIALS SUCH AS THINNERS, CATALYSTS, ETC, 03SERVE ALL PRECAUTIONS. ' WHEN SPRAYING THIS MATERIAL, KEEP SPRAY BOOTH CLEAN. AVOID BUILDUP OF S''RAY DUST OR OVERSPRAY IN BOOTH OR DUCTS. DANGER: CONTAINS METHANOL - POISON CANNOT BE MADE NON - POISONOUS VAPOR HARMFUL MAY BE FATAL OR CAUSE BLINDNESS IF SWALLOWED FOR INDUSTRIAL USE ONLY .. .M• vpliWa — MMNIZMWOMI lf° . *.'v+ *'••.• +—• :avaeartrAnn narr.�ric�svn�•. _ PRODUCT: 5y0 -7109 PAGE 3 OF 4 RECEIVED Cr Y OF TUKWILA MAY 3 0 2000 PERMIT CENTER z W . 0 0 . co 0 ' W W ' u. W 0; 0 _a , W F- _ amp 1- Z I- ILI DO W W V ! Cu N : iz Z GUARDSMAN ,,, 31 Guardsman Products, Inc. __ PRODUCT: ,90 -7109 PAGE ,4 OF 4 ---------- - - - - -- ------ - - - - -- - - - -- SECTION DOT ''+HIPPING NAME: PAINT RELATED MATERIAL DOT HAZARD CLASS: 3 PG: II -DOT ID NO: UN1263 PRECAUTIONARY LABEL STATEMENT: O202A DANGER! EXTREMELY FLAMMABLE. VAPORS MAY CAUSE FLASH FIRE. HARMFUL IF INHALED. MAY AFFECT THE BRAIN OR NERVOUS SYSTEM CAUSING DIZZINESS, HEADACHE OR NAUSEA. MAY BE FATAL OR CAUSE BLINDNESS IF SWALLOWED. CAUSES EYE, SKIN, NOSE AND THROAT IRRITATION. MAY BE HARMFUL IF ABSORBED THROUGH SKIN. CUNTAINS ORGANIC SOLVENTS AND METHANOL. KEEP AWAY FROM HEAT., SPARKS AND FLAME. VAPIIR? CAN TRAVEL LONG DISTANCES AND MAY IGNITE EXPLOSIVELY. CLOSE CONTAINER AFTER EACH USE. USE WITH ADEQUATE VENTILATION. DO NOT BREATHE VAPORS OR SPRAY MIST. WEAR AN APPROPRIATE, PROPERLY FITTED RESPIRATOR (NIOSH /MSHA APPROVED) DURING AND AFTER APPLICATION UNTIL FUMES ARE GONE, UNLESS AIR MONITORING DEMONSTRATES VAPOR/MIST LEVELS ARE BELOW APPLICABLE AVOID CONTACT WITH EYES, SKIN FOLLOW RESPIRATOR r1ANUrACTURER'S DIRECTIONS FOR RESPIRATOR USE. AND CLOTHING. WASH THOROUGHLY AFTER HANDLING. F IT AID: IN CASE OF CONTACT, IMMEDIATELY FLUSH EYES OR SKIN WITH PLENTY OF W.. , ER f OR AT LEAST 15 MINUTES WHILE REMOVING CONTAMINATED CLOTHING AND SHOES. GET MEDICAL ATTENTION. THOROUGHLY CLEAN CONTAMINATED CLOTHING AND SHOES BEFORE PEUSC. IN CASE OF EYE CONTACT, FLUSH WITH PLENTY OF WATER FOR AT LEAST 15 MINUTES AND GET MEDICAL ATTENTION; FOR SKIN, WASH THOROUGHLY WITH SOAP AND WATER. IF AFFECTED BY INHALATION OF VAPOR OR SPRAY MIST, REMOVE TO FRESH AIR. IF SWALLOWED, INDUCE VOMITING IMMEDIATELY AS DIRECTED BY MEDICAL PERSONNEL. NEVER GIVE ANYTHING BY' MOUTH TO AN UNCONSCIOUS PERSON. IF SWALLOWED, GET MEDICAL ATTENTION IMMEDIATELY. Iy CASE OF SPILLAGE, ABSORB WITH INERT MATERIAL AND DISPOSE OF IN ACCORDANCE WITHH APPLICABLE REGULATIONS. - NOTICE: REPORTS HAVE ASSOCIATED REPEATED AND PROLONGED OCCUPATIONAL OVERI:Xrt)SIURE TO SOLVENTS WITH PERMANENT BRAIN AND NERVOUS SYSTEM DAMAGE. I"JTEIITI 1L CONTAINS DELIBERATELY METHANOL CONCENTRATING CANNOT BE MADE INHALING NONPOISONOUS. MAY RE HAR�1f INNFORMATION CONTAINED HEREIN IS BASED ON DATA BELIEVED TO BE RELIABLE BY GUARDSMA1 ; PRODUCTS; IT IS TRUE AND ACCURATE TO THE BEST OF OUR KNOWLEDGE, BUT IS NOT INTENDED TO BE ALL INCLUSIVE. USERS SHfULD CONSIDER THIS INFORMATION AS A ,IfPrl_r:r•1FMT TO OTHER INFr1Rr'IATION GATHERED BY THEM AND MUST MAKE THEIR OWN PETFRMIMATION OF SUITABILITY AND COMPLETENESS TO ASSURE PROPER SAFE USE AND DISNISAL OF THESE MATERIALS. X: SHIPPING AND LABEL INFORMATION Z W ; U O o)O N W W O J N =. t- ui I . Z)- HO . uj D O ,O = Di-, S W 1-F' O '; w Z O Z 's PRODUCT NAME: MARATHON ENAMEL WHITE 7DUCT CODE: 1 000 MATERIAL SAFETY DATA SHEET HMIS CODES: H F R P 2 2 r:r B SECTION I — MANUFACTURER IDENTIFICATION MANUFACTURER'S NAME: PARKER FAINT ADDRESS: P . O . BOX 11047. TACOMA, WASHINGTON 98411-0047 EMERGENCY PHONE: 206 -473 -1122 INFORMATION PHONE: 206- 473 -1122 DATE REVISED : 01-25-89 NAME OF PREPARER : J. BURNWORTH SECTION II — HAZARDOUS INGREDIENTS /SARA III INFORMATION OCCUPATIONAL EXPOSURE LIMITS VAPOR PRESSURE HEIGHT HAZARDOUS COMPONENTS CAS NUMBER OSHA PEL ACGIH TLV OTHER oo Ha 2 TEMP PERCENT MINERAL SPIRITS (STODDARD SOLVENT) 6474E -88 -7 500 PPM 100 PPM' 2.0 68F 40 •f• No toxic chemical(s) subject to the reporting requirements of section 313 of Title III and of 40 CFR 372 are present. ••• SECTION III — PHYSICAL /CHEMICAL CHARACTERISTICS BOILING POINT: 314 Deo F SPECIFIC GRAVITY (H20 =1): 1.2 VAPOR DENSITY: HEAVIER THAN AIR EVAPORATION RATE: SLOWER THAN ETHER SOLUBILITY IN WATER: INSOLUBLE APPEARANCE AND ODOR: WHITE COLORED LIQLJID WITH ALIPHATIC ODOR. SECTION IV — FIRE AND EXPLOSION HAZARD DATA FLASH POINT: 105 Dea F METHOD USED: SETAFLASH FLAMMABLE LIMITS IN AIR BY VOLUME— LOWER: 1.0% UPPER: 6.0% EXTINGUISHING MEDIA: FOAM, ALCOHOL FOAM, CO2, DRY CHEMICAL SPECIAL FIREFIGHTING PROCEDURES FULL PROTECTIVE EQUIPMENT. INCLUDING A SELF - CONTAINED BREATHING APPARATUS, SHOULD BE USED. WATER HAY BE USED TO COOL CLOSED CONTAINERS TO PREVENT PRESSURE BUILD UP AND POSSIBLE AUTO - IGNITION OR EXPLOSION WHEN EXPOSED TO EXTREME HEAT. 1 SUAL FIRE AND EXPLOSION HAZARDS AECVIED Kea' CONTAINERS TIGHTLY CLOSED. ISOLATE FROM HEAT, ELECTRICAL EQUIPMENT, SPARKS AND OPEN FLAME, CLOSED CONTAINERSQIA1 OF TUKWILA EXPLODE WHEN EXPOSED TO EXTREME HEAT. DURING EMERGENCY CONDITIONS, OVER EXPOSURE TO DECOMPOSITION PRODUCTS MAY CAUSE A HEALTH HAZARD. MAY 3 0 2000 PERMR CENTER 10 ABILITY: STABLE LUNDITIONS TO AVOID EXTREME HEAT, SPARKS OR OPEN FLAME. INCOMPATIBILITY (MATERIALS TO AVOID) STRONG OXIDIZING MATERIALS. HAZARDOUS DECOMPOSITION OR BYPRODUCTS INCOMPLETE COMBUSTION CAN PRODUCE CARBON MONOXIDE. HAZARDOUS POLYMERIZATION: WILL NOT OCCUR MATERIAL SAFETY DATA SHEET PAGE 2.OF 3 SECTION V - REACTIVITY DATA SECTION VI - HEALTH HAZARD DATA INHALATION HEALTH RISKS AND SYMPTOMS OF EXPOSURE INHALATION OF HIGH CONCENTRATIONS OF VAPORS NAY LEAD TO NASAL IRRITATION. HEADACHE, NAUSEA, ASPHYXIATION OR UNC•ONCIOUS- NESS. SKIN AND EYE CONTACT HEALTH RISKS AND SYMPTOMS OF EXPOSURE REPEATED CO!)TACT CAN DEFAT SKIN CAUSING IRRITATION AND DERNATITUS. EYE CONTACT CAN CAUSE SEVERE IRRITATION, REDNESS, TEARING OR BLURRED VISION. SKIN ABSORPTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE ►' • ARE KNOWN AT THIS TINE. INGESTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE SWALLOWING CAN CAUSE GASTROINTESTINAL IRRITATION. NAUSEA, VOMITING AND DIARRHEA. VOMITING CAN RESULT IN ASPIRATION OF MATERIAL INTO THE LUNGS WHICH CAN CAUSE CHEMICAL PNEUMONITIS. HEALTH HAZARDS (ACUTE AND CHRONIC) ACUTE: (SHORT TERN) OVER EXPOSURE CAN CAUSE SKIN AND EYE IRRITATION. INHALATION CAN CAUSE ACUTE NERVOUS SYSTEM DEPRES- SION CHARACTERIZED BY NASAL IRRITATION, HEADACHE. DIZZINESS, CONFUSION OR UNCONSCIOUSNESS. CHRONIC: (LONG TERM) OVER EXPOSURE TO VAPORS MAY CAUSE KIDNEY OR LIVER DAMAGE. CARCINOGENICITY: NTP? NO IARC MONOGRAPHS? NO OSHA REGULATED? NO LABORATORY STUDIES WITH RATS HAVE SHOWN THAT PETROLEUM DISTILLATES CAUSE KIDNEY AND LIVER DAMAGE OR TUMORS. SEVERAL STUDIES EVALUATING PETROLEUM WORKERS HAVE NOT SHOWN SIGNIFICANT. INCREASES OF KIDNEY DAMAGE, NOR KIDNEY OR LIVER TUMORS. MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE NONE KNOW AT THIS TIME EMERGENCY AND FIRST AID PROCEDURES INHALATION: REMOVE TO FRESH AIR, IF BREATHING HAS STOPPED, APPLY ARTIFICIAL RESPIRATION. CONSULT A PHYSICIAN. EYE CONTACT: WASH EYES WITH CLEAN WATER FOR AT LEAST 15 MINUTES, CONSULT A PHYSICIAN. SKIN CONTACT: WASH AFFECTED AREAS WITH SOAP AND WATER. REMOVE CONTAMINATED CLOTHING. CONSULT A PHYSICIAN IF IRRITATION PERSISTS. INGESTION: DRINK 1 OR 2 GLASSES OF WATER TO DILUTE. DO NOT INDUCE VOMITING! CONSULT A PHYSICIAN OR POISON CONTROL CENTER r • 1 OOC MATERIAL SAFETY DATA SHEET OTHER PRECAUTIONS DO NOT TAKE INTERNALLY. KEEP OUT OF REACH OF CHILDREN. SECTION VII - PRECAUTIONS FOR SAFE HANDLING AND USE . PS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED An, KATE THE AREA, REMOVE ALL SOURCES OF IGNITION (FLAME, HOT SURFACES, ELECTRICAL, STATIC OR FRICTIONAL SPARKS). AVOID SKIN CONTACT AND BREATHING VAPORS, CONTAIN AND REMOVE WITH INERT ABSORBENT AND NON - SPARKING TOOLS. WASTE DISPOSAL METHOD DO NOT ALLOW MATERIAL TO CONTAMINATE GROUND WATER SYSTEMS. ABSORB LARGE SPILLS WITH SAND, CLAY OR DIATOMACEOUS EARTH. DISPOSE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL DISPOSAL REQUIREMENTS. PRECAUTIONS TO BE TAKEN IN HANDLI AND STORING STORE IN A COOL, WELL VENTILATED AREA AMY FROM SOURCES OF IGNITION. STORE LARGE QUANTITES ONLY IN BUILDINGS DESIGNED TO COMPLY WITH OSHA 1910.106. RESPIRATORY PROTECTION fr A PROPERLY FITTED NIOSH /MSHA APPROVED VAPOR /PARTICULATE RESPIRATOR OR AN AIR - SUPPLYING RESPIRATOR UNLESS VENTILA- 'i IS ADEQUATE TO KEEP AIRBORNE CONTAMINATION BELOW APPLICABLE OSHA, PEL OR ACGIH TLV OCCUPATIONAL EXPOSURE LIMITS. VENTILATION PROVIDE SUFFICIENT VENTILATION IN VOLUME AND PATTERN, WITH EXPLOSION PROOF EQUIPMENT TO KEEP AIR CONTAMINANT CONCENTRA- TION BELOW APPLICABLE OSHA PEL OR AC9IH TLV OCCUPATIONAL EXPOSURE LIMITS. (SECTION III PROTECTIVE GLOVES RUBBER OR NEOPRENE GLOVES ARE RECOMMENDED TO PREVENT SKIN CONTACT. EYE PROTECTION USE CHEMICAL SAFETY GOGGLES OR FACE SHIELD TO PREVENT EYE CONTACT. OTHER PROTECTIVE CLOTHING OR EQUIPMENT COVERALLS. GLOVES AND HOOD ARE RECOMMENDED DURING SPAR? APPLICATION. PROTECTIVE CREAMS MAY BE USED FOR EASE OF CLEAN -UP. NOT FOR PROTECTION. WORK /HYGIENIC PRACTICES WASH HANDS BEFORE EATING OR USING THE RESTROOM. SECTION IX - DISCLAIMER SECTION VIII - CONTROL MEASURES PAGE 3 OF 3 DISCLAIMER AS OF THE DATE OF PREPARATION OF THIS DOCUMENT, THE FOREGOING INFORMATION IS BELIEVED TO BE ACCURATE AND IS PROVIDED IN F ;AITH TO COMPLY WITH APPLICABLE FEDERAL AND STATE LAW(S). HOWEVER, NO WARRANTY OR REPRESENTATION WITH RESPECT TO� a SU,... INFORMATION IS INTENDED GR GIVEN. TUKWM MAY 3O2000 PERMIT CENTER .*.. - °0• ..,... - rn ...r* w,,. vn q n rr+.,r-, . OPIWK . 0 co 0 CO W N W W O } , J UJ I- 0 Z 1 W Q . ON 1 O u- W ' U. -0 ii Z , : co H h ? O z I -U GJ GCJJCJ . I ' ..:.C.l I --- 1 1 1 I.l 1 I \rV I * 1... 1 2 . Ij TEP SAFETY DAT _SHEET PAODUCT:799272 METHYL EM IL KETONE Pages 1 r _ PRODUCT NAME: METHYL ETHYL KETONE HMIS CODES: H F R P PRODUCT CODE: 799272 ebN --- = =_ MANUFACTURER'S NAME: RODDA PAINT COM1 "ANY ADDRESS : 12000 SW Garden. Place Tigard, OR 97223 EMERGENCY PHONE : (800) 424 -9300 DATE PRINTED : 11/02/98 INFORMATION PHONE : (503) 521 -4300 ' NAME OF PREPARER : Jerry McKnight en-== --- === REPORTASLi ca PGI TS • S MCTHLY ETHYL KETONE OSHA TWA- 200ppm 590mg /m3 NIOSH TWA- 200ppm 490mg /ml STEL- 30oppm S9Smg /m3 AC.OIH TWA- 200ppm S90mg /m3 STEL- 300ppm tesmg /m3 The'i,h.,ve chemicallsI meet the criteria as defined under 29 gilt 1910 for toxic and hazardous substances. • Indicates toxic material(al subject to the reporting requi }es ants of Section 313 of Title III and of 40 CFR 372. This product is believed not to contain materials listed an carcinogens by HIP, IARC, or OSHA. This product to believed not to contain materials listed on 'California's Proposition 65. / Indicates materials listed in Section 112(b) of the Clean Air Act. = m- a-- ___ =-= =a= SECTION III - PHYBICAL /CEEMICAL CHARACTERISTICS - sae == ===== == ROILING RANGE: 175.3F SPECIFIC GRAVITY (H20 =1): 0.81 VAPOR DENSITY: Heavier than air. EVAPORATION RATE: Faster than Butyl Acetate. COATING V.O.C.: 6.71 lb/g1 MATERIAL V.O.C.: 6.71 lb/g1 SOLUBILITY IN WATER: None APPEARANCE AND ODOR: Clear liquid, strong solvent odor. SECTION IV - FIRE AND EXPLOSION HAZARD DATA -= == = == = = =- = = = -- SECTION I - MAitUFACTVRER IDENTIFICATION ....J . 11C I YIJJ -= SECTION II - HAZARDOUS INGREDIENTS /SARA III INFORMATION CAS 1! ®>at VAPOR PIiva'Opi 11o; 2 ms le'e TEMP wear 70 -93 =3 74.9 20C 90 - 100 FLASH POINT: 21F METHOD USED: TCT FLAMMABLE LIMITS IN AIR BY PERCENT VOLUME- LOWER: 1.4 UPPER: 11.4 I • tJ.J MELEE - = = = - =- = = = = =- EXTINGUISHING MEDIA FOAM'. 'Blanket'fire with this extinguiebing media. SPECIAL FIREFIGHTING PROCEDURES For tyres involving this material. do not entei'any eeeloae4 or confined fire apace without proper protective equipment. Sell - contained breathing apparatus with a full facepieee operated in pre ■sure- demand or other positive pressure mode to protect against the hoaardous cffecte of normal products. of combustion or a;ygen deficiency. • UNUSUAL FIRE AND EXPLOSION HAZARDS ,,. lights, VapoTr<''aYe heavier than air and may travel along the groundfor be moved by ventilation and ignited by heat, pilot 9 hts, other flemi! and ignition sources at locations distant from mater }al handling point. Never use welding or cutting torch on or near drum levrn empty) because product (just residue) can ignite EXPLOSIVELY' Thermal decomposition of this product will produce carbon monoxide mud carbon dioxide. V - REACTIVITY DATA --- s = == =__=Q _ == ff =-=e RECEIVED CITY OFTUKWILA MAY 302000 PERMIT CENTER t. q+ eH+ ne+ vm!NAM•S%RM Y@713YmNr.R-9NleneHl .. mme.w1 r 1Z.Z L. J <u v CJ •, •.-u • l i i'1, I I, vv M_TEP'"IAL SAF.ETY _ DATA_ B S HT PRODUCT:799272 moils 47 I 'STABILITY: 1 X ( Stable 1 1 Unstable CONDITIONS TO AVOID Exeeriive tnmperatures. Avoid all heat sparks and sources of .ignition. INCOMPATIBILITY (MATERIALS TO AVOID) Scrnng oxidizing agents (Nitric Acid, Pernaganates, t®c Peroxide, Etc.). HAZARDOUS DECOMPOSITION OR BYPRODUCTS Normal combustion forms carbon dioxide and water vapors incoilete combustion can produce carbon monoxide. HAZARDOUS POLYMERIZATION: ( I May gccur I X I Will not occur SECTION VI - * MALTS HAZARD DATA = == = ===- =o=-- = == = - INHALATION HEALTH RISKS AND SYMP OMS EXPOSURE Dee; only with adequate ventilation. Do not breathe dust or spray mist. Ensure freah air entry d u r in g Applicat /ion and dyin Va r nu s application. sanding. abrading, and dust cleap, wear en appropriate prone y fre ryp Enllaw respirator manufacturer's directions for respirator use. It affected, remove to fresh air. If breathing is difficult. administer oxygen. If breathing has stopped, give artificial respiration. Cat medical attention. SKIN AND EYE CONTACT HEALTH RISKS Exposure may cause drying of the skin with mild irritaion. Exposure with material may cause moderate eye irritation. invnlvement or visual impairment is not expected to occur. SKIN ABSORPTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE 11-clanged anpoeure limit may result in the absorption of hat'ful amounts of material. INGESTION HEALTH RISKS AND SYMPTOMS OF woSDRE possible sxciaaive breathing of vapors can cause nasal and respirator? irritation, dinginess weakness. fatigue, d na u s ea , hee p ut unceurcinusnee$. and even asphyxiation. Can cause gastrointestinal irritation. nausea, of material Into lungs and cause chemical pneumonitis which can'be fatal. HEALTH HAZARDS (ACUTE AND CHRONIC) Potential local and systemic effects due to single or short .tern overexposure to the eyes and skin or through inhalation or ingrntiOn. CARCINOGENICITY: NTP CARCINOGEN: Na IARC MONOGRAPHS:,No OSHA REGULATED: Yes This material is not listed as a human carcinogenic. MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE Nona known. EMERGENCY AND FIRST AID PROCEDURES SKIN- Wash exposed area with soap and water. RYES- Flush with large amounts of water. SECTION VII - PRECAUTIONS FOR SAP? HANDLING AND USE es=eOaaoO == � . STEPS TO BE TAKEN IN a CASE a MA i '1'ER MATERIAL p S RELEASED ED electrical a SPILLED Pe�ona not wearing protective Eliminate all ignition sources t completed. stop spill at ■ounce• dike are■ of spill to /., \ had been comp equipment should be excluded from area of spill until cleat -up om up with sand. clay, o d le er re aoo ,p or other prevOnt spreading. pump liquid to salvage tank. Remaining liquid may be ubenrh4nt material and shoveled into containers. Prevent sun -off sewers, streams, or other bodies of water. u�a�. tstaasw�cr� +,��.,�hv,m :�+r.NxwxnY;Aritr. Page: .2 m or - ,x == = -- = = = -- = = = - = = App SYMPTOMS OF EXPOSURE Aymptens may include redness. burning sensation, drying and cracking. Sysptoma may include: tearing, redness, and stinging sensation. Corneal r -x=; = a s,: Z QQ F re w U 0 (0 o'• w W . N LL w 0 LL cc 92 d F- _ W ui D p 0 N `. oI- W I-U I I ~ O ' W Z ' U — O z • MATER'AL SAJP $TY BAT• SHEET PRODUCT:799272 METHYL ETHYL KETONE — ***WASTE DISPOSAL METHOD UaecroV ►+y liquid incineration, Material collected on absorbent material may be deposited ir an approved toxic substance landfill in accordance with local, state. and federal regulations. cUUU PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING stnr.. in a cool, dry area. Keep away from heat, sparks, and•open flame. Keep containers cloyed when not in use. Use only with adeTIar,e ventilation. == ss== 3 == =a =.- = === =_ I S6..L'4..Il'1 I I 1, 1 1 1 OTHER PRECAUTIONS Containers of this material may be hasardous when emptied. Since emptied containers retain product residue& (vapor, liquid, and /or solicit, all hazard precautions given in this data sheet suet be observed. READ AND OBSERVE ALL PRECAUTIONS ON LABELI SECTION VIII - CONTROL MEASURES _.J._ `, 1 . 1 r,rir Page: 3 ...a M..a:a== ==..ar RESPIRATORY PROTECTION tf Tt.v of the product or any ceponent is exceeded, a NIOS! /NESA jointly approved self - contained breathing apparatus with a full face pied operated in pressure demand or other positive pressure mode is advised: however, OSRA regulationa also permit other t4TOS8 /HESA respirators under specified conditions. (See your safety equipment supplier). VENTILATION provide sufficient mechanical, andior local exhaust to maintain exposure below TAVte). PROTECTIVE GLOVES Near resistant gloves such as: BONA -N EYE PROTECTION ,' Chemical eplaah goggles in compliance with OSRA regulatieins are advised, unless full tacepiace respirator is worn. OTHER PROTECTIVE CLOTHING OR EQUIPMENT ro prevent repeated or prolonged skin contact, wear impervious clothing and boots. WORK /HYGIENIC PRACTICES Wash hnnda thoroughly after handling this product. === == sea =a= ==..ae== =:.. ==== SECTION IR - DISCLAIMER = =a•a•aQ = = == ss..= ==se.. ■ mis Inform lion Qrovidad as a resource only. It should not be taken as a warranty or representation for which Rodda Paine Co. esanmea legal responsibility. The info_ - motion contained is believed to be accurate and compiled from sources believed to be twllentr., it se the responsibility of the user to investigate and verify its validity. The user assumes all responsibility of using and handling the product in accordance with applicable federal, state, and local regulations. CRYOOFTU LA MAY 3 0 2000 PERMIT CENTER TOTAL P.07 W. UO U) tA W O 'f 1 0 , F- W U � W W` Z! U N 0 Z . • MATERIAL SAFETY DATA SHEET Pr '1UCT NAME: SPEED DRI ENAMEL WHITE BASE HMIS CODES : H F R P Pr . JUCT CODE: 2550 a== = = =__= SECTION I — MANUFACTURER IDENTIFICATION 2 3 0 B MANUFACTURER'S NAME: PARKER PAINT ADDRESS: F'.0. BOX 11047, TACOMA, .WASHINGTON 98411-0047 EMERGENCY PHONE: 206-472-1122 INFORMATION PHONE: 206 -473 -112 2 DATE REVISED : 01-25-99 NAME OF PREPARER : J.E{URNWORTH = SECTION II — HAZARDOUS INGREDIENTS /SARA III INFORMATION OCCUPATIONAL EXPOSURE LIMITS HAZARDOUS COMPONENTS CAS NUMBER OSHA PEL ACGIH TLV OTHER *XYLENE 1330 -20 -7 100 PPM 100 PPM +2- BUTOXYETHANOL 111-76-2 50 PPM 25 PPM SECTION III — PHYSICAL /CHEMICAL CHARACTERISTICS BOILING POINT: 198 Deg F VAPOR DENSITY: HEAVIER THAN AIR SOLUBILITY IN WATER: INSOLUBLE APPEARANCE AND ODOR: WHITE COLORED L I C!U I D Ir: I TH AROMATIC ODOR. VAPOR PRESSURE WEIGHT ma Hg 3 TEMP PERCENT * Indicates toxic cheeical(s1 subject to the reporting requirements of section 313 of Title III and of 40 CFR 372. 5.1 68F 44.16 0.9 77F 0.10 SPECIFIC GRAVITY H2O =1): 1.2 EVAPORATION RATE: SLOWER THAN ETHER ,. =___= SECTION IV — FIRE AND EXPLOSION HAZARD DATA FLASH POINTS 75 Deg F METHOD USED: SETAFLASH FLAMMABLE LIMITS IN AIR BY VOLUME— LOWER: 1.0% UPPER: 7.0% EXTINGUISHING MEDIA: FOAM. ALCOHOL FOAM. CO2, DRY CHEMICAL SPECIAL FIREFIGHTING PROCEDURES FULL PROTECTIVE EQUIPMENT, INCLUDING A SELF - CONTAINED BREATHING APPARATUS, SHOULD BE USED. WATER MAY BE USED TO COOL CLOSED CONTAINERS TO FREVENT PRE:SUfE BUILQ UP AND POSSIBLE AUTO- IGIIITION OR EXPLOSION WHEN EXPOSED TO EXTRE,IE HEAT. UP, JAL FIRE AND EXPLOSION) HAZARDS ,,EEP CONTAINERS TIGHTLY :USED, ISOLATE FROM HEAT, ELECTRICAL EQUIPMENT. SPARKS AND OPEN FLAME, CLOSED C0HTA;NERS MA EXPLODE WHEN EXPOSED TO EXTREME HEAT, DURING EXEREENC7 CONDITIOIS, PER EXPOSURE TO DECOMPOSITION PRODUCTS MAY CAUSE HEALTH HAZARD. RECEIVED CITY OF TUKWILA MAY 302000 PERMIT CENTER f , 2550 MATERIAL SAFETY DATA SHEET Sl ILITY: STABLE CONDITIONS TO AVOID EXTREME HEAT, SPARKS OR OPEN FLAME. INCOMPATIBILITY (MATERIALS TO AVOID) STRONG OXIDIZING MATERIALS. W � HAZARDOUS DECOMPOSITION OR BYPRODUCTS g INCOMPLETE COMBUSTION CAN PRODUCE CARBON MONOXIDE. c) C), co 0 HAZARDOUS POLYMERIZATION: WILL NOT OCCUR W i CO LL' WO SECTION VI — HEALTH HAZARD DATA g 5. INHALATION HEALTH RISKS AND SYMPTOMS OF EXPOSURE N d INHALATION OF HIGH CONCENTRATIONS OF VAPORS MAY LEAD TO NASAL IRRITATION, HEADACHE, NAUSEA, ASPHYXIATION OR UNCONCIOUS- H W NESS. Z H ' I— O SKIN AND EYE CONTACT HEALTH RISKS AND SYMPTOMS OF EXPOSURE Z H REPEATED CONTACT CAN DEFAT SKIN CAUSING IRRITATION AND DERMATITUS. EYE CONTACT CAN CAUSE SEVERE IRRITATION, REDNESS, ? Q TEARING OR BLURRED VISION. 13 22' S KIN ABSORPTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE H NOP 'F. KNOWN AT THIS TIME. u1 W O r Z ` INGESTION HEALTH RISKS AND SYMPTOMS OF EXPOSURE v y ' :ALLOWING CAN CAUSE GASTROINTESTINAL IRRITATION, NAUSEA, VOMITING AND DIARRHEA. VOMITING CAN RESULT IN ASPIRATION OF - _' MATERIAL INTO THE LUNGS WHICH CAN CAUSE CHEMICAL PNEUNONITIS. O Z . HEALTH HAZARDS (ACUTE AND CHRONIC) ACUTE: (SHORT TERMI OVER-EXPOSURE CAN CAUSE SKIN AND EYE IRRITATION. INHALATION CAN CAUSE ACUTE NERVOUS SYSTEM DEPRES- SION CHARACTERIZED BY NASAL IRRITATION. HEADACHE, DIZZINESS, CONFUSION OR UNCONSCIOUSNESS. CHRONIC: (LONG TERM) OVER EXPOSURE TO VAPORS MAY CAUSE KIDNEY OR LIVER DAMAGE. CARCINOGENICITY: NTP? NO 1ARC MONOGRAPHS? NO OSHA REGULATED? YES LABORATORY STUDIES WITH RATS HAVE SHOWN THAT PETROLEUM DISTILLATES CAUSE KIDNEY AND LIVER DAMAGE OR TUMORS. SEVERAL STUDIES EVALUATING PETROLEUM WORKERS HAVE NOT SHOWN SIGNIFICANT INCREASES OF KIDNEY DAMAGE, NOR KIDNEY OR LIVER TUMORS. MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE HONE KNOW AT THIS TIME. . EMERGENCY AND FIRST AID PROCEDURES? INHALATION: REMOVE TO FRESH AIR, IF BREATHING HAS STOPPED. APPLY ARTIFICIAL RESPIRATION. CONSULT A PHYSICIAN. EYE CONTACT: WASH EYES WITH CLEAN WATER FOR AT LEAST 15 MINUTES. CONSULT A PHYSICIAN. SKIN CONTACT: WASH AFFECTED AREAS WITH SOAP AND WATER. REMOVE CONTAMINATED CLOTHING. CONSULT A PHYSICIAN IF IRRITATION PERSISTS. I'IGEPY(ON: DRINK 1 OR 2 GLASSES OF WATER TO DILUTE. DO NOT INDUCE VOMITING! CONSULT A PHYSICIAN OR POISON CONTROL CENTER SECTION V — REACTIVITY DATA ronie PAGE 2 ifiF 3 ' OTHER PRECAUTIONS DO NOT TAKE INTERNALLY. KEEP OUT OF REACH OF CHILDREN. PROTECTIVE GLOVES RUBBER OR NEOPRENE GLOVES ARE RECOMMENDED TD PREVENT SKIN CONTACT. EYE PROTECTION USE CHEMICAL SAFETY GOGGLES OR FACE SHIELD TO PREVENT EYE CONTACT. WORK /HYGIENIC PRACTICES WASH HANDS BEFORE EATING OR USING THE RESTROOM. MATERIAL SAFETY DATA SHEET SECTION VII — PRECAUTIONS FOR SAFE HANDLING AND USE Si. 6' TO FE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED VENTILATE THE AREA. REMOVE ALL SOURCES OF IGNITION (FLAME. HOT SURFACES, ELECTRICAL, STATIC OR FRICTIONAL SPARKS), AVOID SKIN CONTACT AND BREATHING VAPORS. CONTAIN AND REMOVE WITH INERT ABSORBENT AND NON - SPARKING TOOLS. WASTE DISPOSAL METHOD DO NOT ALLOW MATERIAL TO CONTAMINATE GROUND WATER SYSTEMS. ABSORB LARGE SPILLS WITH SAND, CLAY OR DIATOMACEOUS EARTH. DISPOSE IN ACCORDANCE WITH LOCAL, STATE. AND FEDERAL DISPOSAL REQUIREMENTS. PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING STORE IN A COOL, WELL VENTILATED AREA AWAY FROM SOURCES OF IGNITION. STORE LARGE GUANTITES ONLY IN BUILDINGS DESIGNED TO COMPLY WITH OSHA 1910.106. SECTION VIII — CONTROL MEASURES RESPIRATORY PROTECTION WEAF lOPERLY FITTED NIOSH /MSHA APPROVED VAPOR /PARTICULATE RESPIRATOR OR AN AIR - SUPPLYING RESPIRATOR UNLESS VENTILA- TION IS ADEQUATE TO KEEP AIRBORNE CONTAMINATION BELOW APPLICABLE OSHA, PEL OR ACGIH TLV OCCUPATIONAL EXPOSURE LIMITS. VENTILATION PROVIDE SUFFICIENT VENTILATION IN VOLUME AND PATTERN, WITH EXPLOSION PROOF EQUIPMENT TO KEEP AIR CONTAMINANT CONCENTRA- TION BELCW APPLICABLE OSHA PEL OR ACGIH TLV OCCUPATIONAL EXPOSURE LIMITS. (SECTION II) OTHER PROTECTIVE CLOTHING OR EQUIPMENT COVERALLS, GLOVES AND HOOD ARE RECOMMENDED DURING SPAR? APPLICATION. PROTECTIVE CREAMS MAY BE USED FOR EASE OF CLEAN -UP. NOT FOR PROTECTION. SECTION IX — DISCLAIMER DISCLAIMER -4E PREPARATION THIS DOCUMENT, , N r r Cl S C V AS 0 DATE OF PRcPAAHTION OF �HIa" THE FOREGOING INFORMATION IS BELIEVED TO BE ACCURATE AND IS PROVIDED IIi GOD, .TH TG COMPLY WITH AFPLICABLE FEDERAL AND STATE LAW(S), HOWEVER, NO 4ARRANT'i OR REPRESENTATION WITH RESPECT TO aTyRgCFLIVED SUCH INFORMATION IS INTENLED OR GIVEN. PAGE 3 OF 3 MAY 3 0 2000 PERMIT CENTER MSDS NAME: CHEVRON ATF SPECIAL (AUTOMATIC TRANSMISSION FLUID) 1 TEXT FILE: MSDSTEXT \MSDS981.TXT PRODUCT NAME: CHEVRON ATF SPECIAL CHEMICAL NAME: SUPPLIER: Chevron USA /Environmental Health Cen. ADDRESS: P.O. Box 4054 CITY, STATE, ZIP: Richmond, Ca. 94804 -0054 PHONE: 1- 415 - 233 -3737 NAME: Hydrocarbon base oils 92% Inhibitors and extreme pressure agents containing zinc dithiophosphate 8% Boiling Point (f): Vapor Pressure (mm Hg.): Vapor Density (AIR =1): Solubility in Water: Specific Gravity (H2o =1): % Volatile by Volume ( %): Evaporation Rate: = 1 SECTION 3 PHYSICAL DATA pH Information: Appearance and Odor: Red liquid. MATERIAL SAFETY DATA SHEET SECTION 1 SUPPLIER INFORMATION SECTION 2 HAZARDOUS INGREDIENT INFORMATION CAS # % WEIGHT:, PEL -OSHA: Auto Ignition Temp.= Melting Point= 0.879 VISCOSITY= 7.0cSt at 100C SECTION 4 FIRE AND EXPLOSION HAZARD DATA Flammability Class: Flashpoint: (COC)175C (346F)min LEL: Extinguishing Media: CO2,dry chemical,foam,water spray. SPECIAL FIRE FIGHTING PROCEDURES: For fires involving this material,do not enter any enclosed or confined fire space without proper protective equipment, including self contained breathing apparatus. RECEIVED CRY OF TUKWILA MAY 3 0 2000 PERMIT CENTER r6 W v , CO CO W u_ wO 2 g J . tL co = O ; I- III I- O Z 1 uj D oc o f- ` = uj H Vt LL 0 z . w O . z ,! MSDS NAME: CHEVRON ATF SPECIAL (AUTOMATIC TRANSMISSION FLUID) 2 TEXT FILE: MSDSTEXT \MSDS981.TXT UNUSUAL FIRES AND EXPLOSION HAZARD: Stability: Stable. Incompatability (Materials to Avoid): May react with strong oxidizing materials. Acute: Chronic: SECTION 5 PHYSICAL HAZARDS (REACTIVITY DATA) SECTION 6 HEALTH HAZARDS: SIGNS AND SYMPTOMS OF EXPOSURE: MEDICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE: EMERGENECY AND FIRST AID PROCEDURES: ROUTES OF ENTRY: Inhalation: If respiratory discomfort or irritation occur,move the person to fresh air. See a doctor if discomfort or irritation continues. Eyes: Wash eyes with fresh water for at least 15 minutes. If irritation continues,see a doctor. Skin: Wash skin thoroughly with soap and water. Launder contaminated clothing. Ingestion: If a large volume of this material is swallowed,give a large amount of water to drink, make person Aomit,and call a doctor. UJ U U O w J F CO LL' III 0 u . n p w zF ? 1 0 Z pi 0 �' O H w W w Z O ~ • MSDS NAME: CHEVRON ATF SPECIAL (AUTOMATIC TRANSMISSION FLUID) 3 TEXT FILE: MSDSTEXT \MSDS981.TXT SECTION 7 SPECIAL PRECAUTIONS AND SPILL /LEAK PROCEDURES Z Precautions To Be Taken in Handling and Storage: Other Precautions: a v O '. N 0 CO 111 Steps To Be Taken In Case Material Is Released Or Spilled: lu _ Clean up spills as soon as possible,observing precautions in co � special protective information. Absorb large spills with w 0 absorbent clay,diatomaceous earth, or other suitable material. 2 � _ ' g J Waste Disposal Method: Place contaminated materials in N n disposable containers and bury in an approved dumping area. This product is not expected to present any environmental i s problems other than those associated with oil spills. z _i- 12 SECTION 8 UJ' SPECIAL PROTECTION INFORMATION /CONTROL no v ; Respiratory Protection (Specify Type): If operating condition au- create airborne concentrations which exceed the exposure = w standfard, the use of an approved respirator is recommended. t- o Ili Z U N i. Protective Clothing or Equipment: Avoid prolonged or frequently p ► = - ? repeated skin'contact with this material. Skin contact can be Z minimized by wearing impervious protective clothing including gloves. No special eye protection is necessary. Work /Hygiene Practices: SECTION 9 SPECIAL PRECAUTIONS: • RECEIVED CITY OF TUKWItA MAY 3 1) 2000 PERMIT CENTER v , 4 • ` MSDS NAME: MOTOR OILS TEXT FILE: MSDSTEXT \MSDS457.TXT MOTOR OILS DESCRIPTION: HIGHLY REFINED MINERAL OILS CONTAINING ADDITIVES APPEARANCE AND ODOR: AMBER LIQUID; MILD ODOR PHYSICAL PROPERTIES OF PRODUCT SOLUBILITY ( %): NEGLIGIBLE SPECIFIC GRAVITY OF PRODUCT: 0.8800.895 (H20 = 1) FLASH POINT OF PRODUCT: 215 DEG C MIN. (COC) FIRE AND EXPLOSION HAZARD DATA EXTINGUISHING MEDIA: CO2, DRY CHEMICAL, FOAM, SAND SPECIAL FIRE FIGHTING PROCEDURES: NONE UNUSUAL FIRE /EXPLOS HAZARDS: NONE EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT: IRRIGATE IMMEDIATELY WITH COPIOUS QUANTITIES OF WATER. NOT A PRIMARY EYE IRRITANT, BUT MINOR IRRITATION MAY BE NOTICED FOLLOWING CONTACT. SKIN CONTACT: WASH AS SOON AS POSSIBLE. INFREQUENT SHORT TERM SKIN CONTACT REQUIRES NO IMMEDIATE ACTION. INGESTION: SEEK IMMEDIATE MEDICAL ATTENTION. DO NOT INDUCE VOMITING BECAUSE OF THE RISK OF ASPIRATION. ASPIRATION (INTRODUCTION OF LIQUID INTO THE LUNGS): SEEK IMMEDIATE MEDICAL ATTENTION IF ASPIRATION IS SUSPECTED REACTIVITY DATA PRODUCT STABILITY: STABLE INCOMPATIBILITY: (MATERIALS TO AVOID): STRONG OXIDANTS SPILL OR LEAK PROCEDURES CLEANUP: DO NOT FLUSH INTO DRAINS. SHOULD BE SOAKED WITH ABSORBENT CLAY, AND DISPOSED OF IN AN APPROVED MANNER. DISPOSAL: CONTAMINATED OR USED PRODUCTS MAY BE INCINERATED OR DISPOSED OF IN AN APPROVED MANNER PERSONAL PROTECTION EYE PROTECTION: EYE PROTECTION IS RECOMMENDED* 1 RECEIVED CITY OF TUKWILA MAY 3 0 2000 PERMIT CENTER • ,` MSDS NAME: MOTOR OILS 2 . TEXT FILE: MSDSTEXT \MSDS457.TXT SKIN PROTECTION: PROTECTIVE GLOVES IS RECOMMENDED* RESPIRATORY PROTECTION: NONE REQUIRED UNDER NORMAL CONDITIONS VENTILATION REQUIREMENTS: BUILD UP OF MISTS IN THE WORKING ATMOSPHERE MUST BE PREVENTED *OTHER PROTECTIVE EQUIPMENT: TO AVOID THE POSSIBILITY OF SKIN DISORDERS, REPEATED OR PROLONGED CONTACT WITH LUBRICANTS AND INDUSTRIAL OILS IS TO BE AVOIDED AND IT IS ESSENTIAL THAT ALL WHO COME INTO CONTACT WITH SUCH PRODUCTS, MAINTAIN HIGH STANDARDS OF PERSONAL HYGIENE STORAGE AND HANDLING KEEP AWAY FROM HIGH HEAT AND OPEN FLAME °g cn W W O J'I u- Q w uj 2 n O 0 H` w uj H Ur 17: Zr U N ' 0 June 3, 2002 Steven Nelson P.O. Box 88028 Tukwila, WA 98138 City of Tukwila RE: Permit Application No. D2000 -168 18000 Southcenter Parkway Dear Permit Holder: Based on the above, you are hereby advised to: Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D2000 -168 Bob Benedicto, Acting Building Official Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to July 22, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 Vi 00 fn o' COW u. W w wa 0 fn � I— W.,- Z 2 O N 0 H W ui F- z N : NORTHWEST ' /I 3OVd January 14, 2002 Segale Business Park 18000 Andover Park West, Suite 200 Tukwila, WA 98138 ATTN: Steve Nelson RE: Segale 981 Project - Carpenter's Shop Addition Building Department Inspection Report Steve: I have received the Building Department Comments for the above - mentioned project. I also visited the site on January 11, 2002. The following are itemized responses to the structural portions. 1. At the south shear wall 2 hold -downs are required along with two 2X6's at each jamb of the door. 5. The door and header in the shear wall is acceptable. No corner tie is required. If you have any questions, please do not hesitate to call. Sincerely, ENGINE RS NORTHWEST, INC., P.S. Dale Kaemingk, P.E. Principal DK:tn ENW Plulkt No. 99024000 RECEWED BUILDING DEPARTMENT ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6669 WOOOLAWN AVENUE N.E. SEATTLE, WA 09116 (206) 6.25.1560 FAX (206) 5226606 °ldeS :P zo- PI-NVr !eseoz5ooz !MN3 :AU 1N35 tl April 13, 2001 �t " . SEGALE BUSINESS PARK A LA PIANTA LLC TRADE NAME Bob Benidicto City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Re: Permit No: D2000 -168 Dear Bob: Enclosed are two sets of revised structural drawings for the Segale Business Park Shop tenant improvement. The approved plans were designed with a 125 pound per square foot live load on the mezzanine. No occupancy is allowed on this mezzanine so we reduced the live load to 10 pounds per square foot. This reduction in load has reduced the structural requirements, which are reflected in this revised set of drawings. Please review the revised structural drawings and issue a revision to the permit drawing. If you have any questions, please call me at 206 -575 -2558. Very truly yours, SEGALE BUSINESS PARK .::. Steven R. Nelson Project Manager Enclosures PO Box 88028 • Tukwila,WA 98138 -2028 18000 Andover Park W • Suite 200 • Tukwila, WA 98188 -4798 Telephone 206 575 -2000 • Fax 206 575 -1837 RE' :!::%/7ED CITY i APR 1 3 2001 PERP:I,T C ENTEi, co cow, 9 LL w 0 ' u_ a O z 0; O co' 0H ` w uj .z 1'. April 13, 2001 SEGALE BUSINESS PARK Bob Benidicto City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Re: Permit No: D2000 -168 Dear Bob: A LA PIANTA LLC 1RADE NAME Enclosed are two sets of revised structural drawings for the Segale Business Park Shop tenant improvement. The approved plans were designed with a 125 pound per square foot live load on the mezzanine. No occupancy is allowed on this mezzanine so we reduced the live load to 10 pounds per square foot. This reduction in load has reduced the structural requirements, which are reflected in this revised set of drawings. • Please review the revised structural drawings and issue a revision to the permit drawing. If you have any questions, please call me at 206 -575 -2558. Very truly yours, SEGALE BUSINESS PARK Steven R. Nelson Project Manager Enclosures PO Box 88028 • Tukwila,WA 98138 -2028 18000 Andover Park W • Suite 200 • Tukwila, WA 98188 -4798 Telephone 206 575 -2000 • Fax 206 575 -1837 RE' 'ICVED CITY i • APR 1 3 2001 PERM:1 i :i.NTEI. • August 7, 2000 TO: Laurie Anderson FR: Brenda Holt RE: Refun D2000 -168 j City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Please refund $369.60 (Account No. 000/322.100) and $240.24 (Account No. 000/345.830) both posted on May 30, 2000. The spray booth was applied for under a separate permit on August 2, 2000 (D2000- 259). The associated fees were assessed accordingly. Please make the check payable to Segale Business Park and I will forward it to them. I have enclosed a copy of the receipt for your use. Thank you. Duane Griffin, B iildiug'Official ,/ /C!C) Date 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • a to the „zit .6u44:traz4 eut,12_ erof rag di Id rlki 0/14-61 1 WbanRe Anytime, Anywhere Access 1.0004873-355' 5 www.usbank.com CITY OF TUKWILA TREASURER'S CHECK PH 206 -433 -1800 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 booth p o . » u a its:fuducL Date • CITY OF TUKWILA • $ .s4— - - kKaizA4-61 , ‘. 19- 10/1250 3322 Dollars aR July 12, 2000 Steve Nelson PO Box 88028 Tukwila, WA 98138 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -168 Segale Business Park Shop 5811 Segale Park Drive `C' Dear Mr. Nelson: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -168 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 A i 2+t s'ti::vdS.JJa� fiio , 6b , �r7 " 3 U 0 w` 9 w 0 . u. en d w ui D p ' p N 0 w u) I- U — O •z N O z 06/3/2000 12:24 20657516E SEGALE BUSINESS PARK P.O. Box 88028 Tukwila, Washington 88138 TO Joanna Spencer � W ' COMPANY: City of Tukwila 2' 00 PHONE NO: (206) 431 -3670 N o, ...0 w FAX NO: (208) 431 -3665 N ui O NUMBER OF PAGES: 3 (Including this cover sheet) 2 g Q FROM: Steve Nelson x w ` z COMPANY: Segale Business Park Z o PHONE NO: (208) 575 -2558 2 III �; U o ON . ; FAX NO: (208) 575 -1882 0 ww H V DATE: June 13, 2000 u. o, . w z I 0 — Please verify number of pages received and number of pages to be transmitted as indicated abcii a and z call (206) 575 -2558 if you have any questions concerning this transmittal. MESSAGE: RE: Segale Business Park Shop D2000 -168 Metro Business Declaration form as requested. n1/6hzd {O t e� 0 611312,0oo s SEGLE BUSINESS PARK PAGE 01 FACSIMILE DZWo -( 63 06/r3/2000 12:24 20657516F- SEGLE BUSINESS PARK un wo rJrJ 174; 4t'I•I I ucw , L)CLVPW 3. Does your business store or mix liquid chemicals? el Yes ❑ No If yu, are they for resale? [3 Yes t23 No 4. Does your company use solvents or flammable substances? gj Its CI No If yes, do you recycle them? ('' JYes No S. Does your company process food or animal matter? ❑ Yes 621 No 6. Does your company use metals or metal solutions in nlaaufacturing, processing, treating waste, etc.? • in Yes 0 N 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? ❑Yes No 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance, equipment - washing and drum- cleaning? ❑ Yes 0No 9. How many gallons of industrial wastewater does your company discharge each day? (check one) ❑ None O Leas than 5,000 gallons • 5,000 - 25,000 gallons 13 More than 25,000 gallant Thank you - - - - MEP MIN BUSINESS REPLY MAIL FIRST CLASS PUMIT NO, 10310 SEATTLE, WA POSTAGE WILL BE PAID BY ADDRESSEE einwrao INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE SEATTLE WA 98104 -9986 lid ninlnulllliu11nI11111111nInIIIIII IIIIlu1 PAGE 03 P. 2 NO POSTAOI NECESSARY IF NAILED IN TNi UNITED STATES 6 t� 0 ; COO'. CO N W W O g IL CO z ; �0 . z I— W U � = 0, U- r 0 LLi Z U = `. z 0G/13/2000 Jul. we uw e4; q - r11 I U KW° DCD /PW Contact person: /6 /-r cs Telephone: - G 2 • SEGLE BUSINESS PARK Business Declaration Part I Pill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of papeo please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. ti Company name: Seq ')USA r7 PCeAAc Contact person at your company: Title: P / ; .l- . A .e• Telephone: zo 6 675 _ 2 ccG • Mailing address: 8Bo ! Ti, ICs t 4 �'F 138 Type of business (What does your firm manufacture or produce ?): Number of business sites: / Address of each, business site No. of employees at site: 1., 58// scak ‘ O uc 'e" 2. 3. Use additional sheets if necessary. Part II Please circle the correct answer as it applies to the business site given below. If you have nv re than one business site, please copy this page and fill out a form for each site. Company name: Se s4 le �4�� isS � Site address: &// 5e &/r ' O — ` " 1. Does your company use water for cooling, production, manufacturing, washing, rinsit:g or cleaning floors in production areas? el Yes Q No 2. Does your building have floor drains, catch basins, sjLritps or sinks in production areal or any other outlets to the sanitary sewers? 01 Yes IJ No PAGE 02 P.3 w o: � D 0 00 co W w 0 ' 2 J . Lt. Q N 3 ` C°— d . II- i s Z 1 : a- 0 11.1 uj U O - . 0 H z0 0 . z 01 z Revision' No.. I Date •: Staff ' Received Initials I'• Date Issued ''•Staff I Initials A-- ll L®oo - t to Z--TO 5/ I Summar of Revision: ¢ au too -E:r- ke-, Lw Qe w4441i Per M # 72 AM 44 f Received By: Received By: ,r ' , Revision No. Date Staff Date I • Received I Initials I Issued Staff Initials I .. -... - I I I. Summary of Revision: I I I Received By: Revision No. Date Staff I Received I Initials I Date Issued Staff Initials I I I I Summary of Revision: Received By: frdancn nrinrl• PROJECT NAME: Se \ A(e * u5. ri)w She' PERMITO:. Site Address: 1ecoc'2 keota -P-Kb1 Original Issue Date: REVISION LOG (please print) Revision No. Date Received I Staff I Initials Date Issued I Staff Initials Summary of Revision: Received By: i (please print/ Revision I No. Date Received I Staff Initials Date Issued' Staff Initials Summary of Revision: i Received By: (please print) (please print) ACTIVITY NUMBER: D2000 -168 DATE: 5 -30- 2000 PROJECT NAME: SEGALE BUSINESS PARK SHOP SITE. ADDRESS: 18000 SOUTHCENTER PKY SUITE # XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: 57 I Building Division II Fir Prevention . Plannin ivision Pub i Wp0s6 7 Structural n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Fr Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS• rorv4 CORRECTION DETERMINATION: Approved Li \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete n Not Applicable Approved with Conditions Ti Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 2 -OD No further Review Required Not Approved (attach comments) ■ ■ DUE DATE: 6 -1 -2000 DUE DATE: 6-29 -2000 DATE: DUE DATE pal ACTIVITY: NUMBER: D2000 -168 DATE: 8 -2 -2000 PROJECT NAME: SEGALE BUSINESS PARK SHOP SITE ADDRESS 5811 SEGALE PARK DRIVE "C" Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued DEPARTMENTS: Buil ing ivision • Aux. S -345o n Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: PERMIT COQRD COPY PLAN REVIEW/ROUTING SLIP Fire Prevention Structural Incomplete TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions e anmrv�cuw. +.. n n n 4004 Planning Division Permit Coordinator is DUE DATE: 8-3-2000 Not Applicable No further Review Required DATE: DUE DATE: 8-31 -00 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n I I REVIEWER'S INITIALS: DATE: Received: 7/24/00 11:39; -> ICON MATERIALS,INC; Page 2 JUL.24.2000 11:42AM LANC''MUELLER Date: 8 ^ c: 2— 00 Q Response to Incomplete Letter # ® Response to Correction Letter # 1 [] Revision # —_ after Permit is issued Contact Person: Steve Nelson Summary of Revision: Entered in Sierra on 00 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, ;Suite 100 Tukwila, WA 98188 (206)431 -3670 Project Address: 5811 Segall Park Drive `C' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted througlethe mail, fax, etc. Plan Check/Permit Number: D2000-168 Project Name: SEGA J.SE BUSINES PARK SHOP NO.057 P.2 /3 Phone Number, �� i / 7:/ / / 451,111W , 4 1 311Mrr , ar; Alum! Sheet Number(s): :53s , s "Cloud" or highlight ' 1 areas of revision indu ng date of revision 5 P 4- mss (I Received at the City of Tukwila Permit Center by; a-, L 1 Wl9p RECVED CITY OF TUKWIL A AUG - 2 2000 PERMIT CENTER • 07/12/00 Received: 7/24/00 11:40; -> ICON MATERIALS,INC; • 7UL. 24.2OOO 11 :42AM LAN' — \ MUELLER P,?..e- - lev �� // /Yl � _ X ClBtUy g� ._ _ _ _ _ __ ________c s_ /iff/ez_dditiv d ae4( ft-/_7:Z" - -- 7 . J7Qk r_S�.�cl! -�'- w tote or _7.2 4. en4 and_ C: Page 3 NO.O57 P.3 /3 44 os J U O ; CO a W to U- W O 2 g Ji . LL. Q co D Z ~; 2 j no . - ` I— X W — o. z V N` p ` City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4 f3/0 Plan Check/Permit Number: 1.) 2co0 / �o Response to Incomplete Letter # Response to Correction Letter # Revision # j after Permit is Issued Project Name: l3u1-f& 98 I Pt2avt .3vT3 Project Address: 58 &36 ,114-0' Pititk`C " u re,., I c..4 LA 9 r8s S1 Contact Person: 16 NOW l art„ MAwc lI- (.eet< Phone Number: 24 5'7S 2SSe Summary of Revision: a:Ducoo Sic uc-TUrtA{.- ri.oQ UIrtvM1 i�3 Prr - ThE ATritateo, tenza. met) /01 AND /NcLu 1 rnoT7 kW. CLI hot >M AI % O c SNP - R uirt,ria -n t/ �) DE'c.ic ' .'rt., c *' »i Fr" III 4 - to 3 1 4 1 I IIi ri.rt?n(i '''' F .0 COPY Sheet Number(s): S I S P— S 5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on / --- /g' 0 / RECEIVED CITY OF TUKWILA APR 1 82001 PERMIT CENTER 08/30/00 City of Tukwila Fire Department Review Control #D2000 -168 (511) Fire Department Thomas P. Keefe, Fire Chief June 1, 2000 Re: Segale Business Park Shop - 5811 Segale Park Drive C Steven M. Mullet, Mayor Dear Sir: 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, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 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 Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575.4404 • Fax: 206-575-4439 .. ii. ,- . <•a wtfNwoKIs,www m , v.+...�.s.,,,. .ew.mxm.+.w..row hwl�muw�M•wm+YUy.T/a�MPW4. City of Tukwila Fire Department Thomas R Keefe, Fire Chief Page number 2 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may 200 feet from an exit, measured along the path (UBC 1004.2.5.2.1) No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 3. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 4. When two or more exits from a story are required, exit Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 5754404 • Fax: 206-5754439 Steven M. Mullet, Mayor be more than of travel. U O ; N 0 u) W' W 0, LL 1' co —0 I- la, 1- 0 z us 2 0 fit o w W o w z . U m O z City of Tukwila Page number 3 signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 • Fax: 206 - 575.4439 Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 4 7. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 8. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.4.2) 9. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 10. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 11. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 swAymm .nv nirant' 9AMMPL rrY..: m .. 1Sp Steven'M. Mullet, Mayor p- Z ` oc � 3 UO coo WW w O u. • Q co _ w ; z - w U 0 O N 0 H wW I U. 0 al . z p =r o l" z City of Tukwila Page number 5 Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 12. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) 13. The spray booth shall be fully protected by automatic sprinklers. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575.4404 • Fax: 206.575 -4439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 gg+rr*a�tm�amusonank rw. ' 4'^'^' �P B�; rr* w��wax» cq!o«M;�nrx?uti� } .. .. ,..,::8 City of Tukwila Fire Department Thomas P Keefe, Fire Chief Page number 6 with the appropriate level of competency seal. (WAC 212 -80) 14. Provide a minimum 4A 40BC extinguisher within 30' of your spray booth. (UFC standard 10 -1) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 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 Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Steven M. Mullet, Mayor U N UJ J u. W O 52 0 z zo U 0 ; ;O 0 H' W I Ui w z 0 Fire Department Thomas I? Keefe, Fire Chief Page number 7 15. A notice of construction permit must be obtained from the Puget Sound Air Pollution Control Agency prior to the installation of the spray booth. The permit shall be posted at the jobsite. 16. An electrical permit from L. and I. is required for all electrical work. 17. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 18. Class I, Division I and II electrical locations shall be in accordance with U.F.C. table 7901.4 -A. 19. Minimum air velocity shall not be less than 100 lineal feet per minute. 20. The spraying equipment shall be interlocked with the ventilation equipment. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 575 - 4404 • Fax: 206.575 - 4439 Steven M. Mullet, Mayor re tu 2 ° W O' g Q ; = C1 I- III I o ;01-` W W IL O • Z U 0 H z Page number 8 Yours truly, City of Tukwila Fire Department Thomas R Keefe, Fire Chief The Tukwila Fire Prevention Bureau cc: TFD file ncd Avo Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Steven M. Mullet, Mayor fovateowma....**01.1....V09 • -; • •, `' • Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 / ;,Z Dental units or lavatory 1 1 Dishwasher 4 2 / 9. Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 3 .3 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 / 2 Sink, other _ 4 2 / A Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 a JO Water closet tank 5 3 Water closet, flush valve 10 6 3 /, Total Fixture Units 3 ' KING COUNTY Non- =.esidential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections, This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities atter February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) Owner's Name 6e ede Property Legal Address: Subdivision Name Lot # Subdiv. # &VG/ nCsS (Last, First, Middle Initial) Block # Property Street 0 5 9a. k Address fb eX),>r 88 4 City, State, Zip Tt4 k u-t iic lti4 9s 13 P Owner's Phone Number (Zv6) :575 - 2tc00 Owner's Mailing Address: (if different from above) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 1058 (Rev. 11/96) RCE White — King County Pa. ‘-ic. Date Yellow — Local Sewer Age "43 Property Tax ID # Building Name (if applicable) Party to be Billed (if different from owner) Party's Mailing Address: (if different from property address) or Property Contact Phone # ( ) City or Sewer District Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 C. Total Residential pustomer Equivalents: (add A & B) B D RCE RCE CITY OF MAY 3 0 2000 I certify that the information given is ctMITnd that the capacity charge levied will be based on this information and any. deviation will require resubmission of corrected data for determination of a revised capacity's: charge.. J' . • Signature of Owns`/ Representative 1/12,1-7 Print Name • ner/ Represent eveN Q WeisoN z Ix W �U 00 -J J N W J LL D si2 t _ ; Z t— I— 0 Z D o U 0 — D I W W' I u. W Z U = ', O ~ z • DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 EDATE ' 008J8 EFFECTI 04 /28/2000 LA PIANTA LLC PO BOX 88028'` TUKWILA WA 98138 -2028 F625.052.000 (8/97) F625- 052.000 (8/97) Detach And Display Certificate REGISTERED AS PROVIDED BY LAW A CONST CONT GENERAL REGIST. # EXP. DATE CCO1 04012001 EFFECTIVE DATE 04/28/2000 LA PIANTA LLC PO BOX 88028 TUKWILA WA 98138 -2028 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold 3 i 0 : N g LL wO g_J .. J ' 1- < Q : W ; Z� O Z I— O N ' H w w — 0 Ill 0 z 1r SF VACANT 2 40' BUILDING 981 312205 SF CON1WENTAL LOLLS SOUTHCENTER T 'S teoffi ra FILE COPY 1 I understand that the Plan Check approvals are subject to er rors and omissions and approval of y :ens does not authorize the violation of any c, code or. ordinance. Receipt of con- ��"' act cr "s c �Y of approved plans acknowledged. By Date permit No 1 760 1111 I I 11 1 1 PROJECT ADDRESS: 5811 SEGALE PARK 'C' TUKWIIA, WA 98188 GRAPHIC SCALE 70 100 ( Hurler) inch 60 R 1so IIIIIIIIIIIIIIIIIIIIIIIIIIIIL---''' 11 VICINITY MAP Nrs SEPARATE PERMIT REQUIRED FOR 8 ��ECHANICAL L.�Erf ECTRICAL get5tOMBING Nis PIPING CITY OF TUKWILA BUILDING DIVISION i Y Of it1N41' APPROVED AUG '9 2000' BUILDING DMS■ON Y—EN LUE12 Correchov Le-tier 4 1 1 1 1J2000 - 1 68 REVISIONS: sErw BUSINEZ PARK TUKWILA, WASHINGTON (206) 575 -2000 TITLE: BUILDING 981 SHOP IMPROVEMENTS DESIGNED BY: PROJECT NUMBER: DRAWN BY: CARD FILE: PDA SHOPMAP CHECKED BY: ISSUE DATE: SCALE: DATE 1• = 60', 5/23/00 DRAWING NUMBER: RECENEO CfTYOF TUKWpq AU6 2 2001 PERMITCENTER SHEET: 1 OF: 1 ii 11111111111111 OVERALL SHOP PLAN OCCUPANCY CHART STATISTICS NO RATING 1 - HOOK RATING 2 -HOUR RATING POST SIGN - 'NO STORAGE OR USE ABOVE' (2 TACATONS) 2 -HR SHAFT GA PILE N WP 7051 -1 -RR SHAFT GA FHE NUMBER ■P 7009 A 1 STORAGE MEZZANINE no1111111111 2 HOUR SHAFT WALL 1 HOUR SHAFT WALL MEZZANINE PLAN H4 S2 A VENTILATION PROVES VENERATION PNH TEN INT MC 1897 MECHANICAL CODS INN UNIFORM YDS CODE RIO iLffiA0N STATE 9RI7UJ'[WN.1 POWS NM QOMRT COON 0 I MOWERS 102 13' - 4 I/4 12' -8 LANDSCAPE 115 114 — SHOP 105 03 �ecp ulteA 1 Sateny Cdliz'� 6 1/4 -6' HIGH PARTITION 0 COMPRESSOR 103 106B � 1s4 2' -6' WASH BAY 101 STORAGE 114 X42 HIGH PARTTITONS OFFICE 106 I 6' -o° I, 16' -8 1 /8 STORAGE 104 1050 INSULATED WALLS AS SHUVN e' -L0' 110 105A VESTIBULE 110 vfiT CONC. RAMP OVER CURB - BOTH SIDES SEE SHEET T18 Fl — CARPENTRY 111 STORAGE 113 111 CONCRETE STEPS AND PIPE RAIL OVER CURB 111C SS& StINEI TB 111A 111B STAIRS VESTIBULE 112 111 111111 LUNCH 120 OFFICE 122 1 125 122 121 OFFICE 121 120 125A 124B 119b 118a LOBBY 123 15 -8' WOMEN 1131& 0 �IIIIIIIIIII 117 j I R-I6E I I I I I I, 19' -o rT - ITI - �1� 5 -4 3/4 IIII� _ -1- ILL - - - - -- FUTURE STAIR LOCKER 117 116 FUTURE STAIR STAIR CLEAN —UP 116 NORTH 7 ❑ ❑ MATCH LINE ELEVATOR FUTURE ELEVATOR MACHINE 124 FLOOR PLAN Seale: 1/3" = 1 -0" SEE =ARCED TOILET ROOM ON SHEET TB J Ui1cl -m 1\1Ce LATERAL DESIGN REQUIREMENTS / SUSPENDED CEILINGS 25 -2 UBC STANDARDS VERTICAL HANGERS: Suspension wires not smaller than #12 gage spaced 4' oc or 110 gage spaced at 5' oc along each main runner. Each wire shall be attached to the ceiling member and to the support above with a minimum of three trims. Wires shall not be more than Ito 6 out of plumb unless countersloping wires are provided. Wires shall not attach to or bend around interfering objects or equipment PERIMETER HANGERS: The terminal ends of each crass runner and main runner shall be supported independently a maximum of 8' from each wall or IRTng discontinuity of other approved wall support LATERAL FORCE BRACING: Where substantiation design calculations are not provided, horizontal restraints shall be effected by four #12 gage wires secured to the main runner within two inches of the intersection of the cross runner and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. These horizontal resfraints shall be placed not more than 12' oc Al both directions and with the first point wtthin 6' from each wall. Attachments of the restraint TAPIR shall be adequate to resist the loads imposed. LIGHTING FIXTURES: Only intermediate and heavy duty'grid as defined by Section 47.1802 shall be used to support of lighting fixtures. All fighting fixtures shall be posNivel, attached to the grid system. When intermediate systems are used, #12 gage hangers shall be attached_ to the gird. val. 3 of each comer of each fadure. Supplemental hangers are not required wall a henry duty system if a 48' modular hanger pattern is followed. Lighting fixtures weighing less than 561 shall have in addition to the requirements above, two #12 gage hangers connect. from the fixture housing to the structure above. These wires may be slack Pendent -hung lighting fixtures shall be supported directly from the structure above with #9 gage wire or approved alternate. MECHANICAL SERVICES: Ceiling mounted air - terminal or services weighing less than 20# shall Be positively attached to the main runners or cross runners with the same carrying copedly as the main runner. PARTITIONS: Where the suspended caring system is required to provide lateral support for permanent or relocatabk partition. all components of the system shall be designed to support the reaction force of the parhlion from prescnbed loads perpendicular to the face of the partition. These loads shall be in addition to the bads described in Section 25211. Engineering shall required to suit individual partition applications and be shown on the approved drawings DRAWINGS AND SPECIFICATIONS: The drawings shall dearly identify all systems amd shall define or show an supporting details, lighting fixture attachment. lateral force bracing. partition bracing. etc "ANY DEVIATON OR VARIATIONS OF THE ABOVE MUST BE SUPPORTED BY ENGINEERED CALCULATIONS." 9 1/2' METAL STUD BRACE TO SOUND FLOOR WALL ABOVE R -SR BAIT INSULATION OVER OUSE. ACOTNST. TRY CEILING SUS?. ACOUSTICAL TILE CEILING 3 1/2' X 20 GA METAL STUDS 24' O.C. WITH 5/8' TYPE 'x GED FINISH PER SCRGLUIE 1/8' DLL X 1' POWDER ACTUATED FAWNERS 0 24' O.0 FLOOR FINISH PER SCHEDULE USD. METAL FURRING CHANNEL W/ CUPS OR APPROVED 24' O.C. 8 GA. HANGER WIRE', O 24'.O.C. 1 1/2 U. M ETAL FURRING CHANNEL O R APPROVES H 4R' 0.0. SLICE CHANNELS W/'-12' OVERLAP N SECURE W/ DEL STRAND 18 GA. TIE WIRE SUSPENDED CEILING PER SCHEDULE WITH R -30 BATT INSULATION EXISTING TILT -UP CONCRETE WALL X 1 3 1/3'. METAL STQD3 AT.18' OC W1TH CRAFT FACE R -11 BATE INSULATION (VAPOR BARRIER.) AND 055 PAINT FLOOR COVERING AND BASE PER TENT LIGHT FIXTURE FOR INSULATION COVER WITH WITH 3' CLEARENCE ON TOP 1 SIN i , ,hI CEILING INSULATION PER WALL SECTION SUSP. ACUUSE. TILE COUNG AND GRID SYSTEM PER REFLECTED COPNG PLAN �2 FIXTURE TENT 2 X4 RECESSED FLUORESCENT LIGHT FIXTURE PER REFLECTED CEILING PLAN ROOFING PER SPECIFICATION PRE -PRIMED ON COMPATIBLE R -21 RIGID METAL COPING:- INSULATION SYSTEM ON PAINT PLYWOOD DECK III SMOOTH FNMS® PRE -CAST CONC. PANELS. - PAINT 1' CEMEtt PLASTER WITH --' METAL L.en ON BUILDING SHEATR PAPER I N A PLYWOOD ID G `SUSPENDED CEILING PER SCHEDULE WITH R -30 BATT INSULATION ALUMINUM TO BREAK SNAP SQL. MATCH STOREFRONT - FLOOR COVERING AND BASE PER SCHEDULE SLAB ON GRADE AND FOOTINGS PER STRUCTURAL DRAWINGS COMPACTED FILL PER DOES.. ENGINEER 'D2aoo - 1 \z METAL STUD KICKER VERTICALLY OR HORIZONTAL AT 8' MAX 3 1/2' METAL STUIf' WAIL WITH GIB BOTH PROVIDE RI1 BATT SINES FINISH PER _I. INSULATION AT SCHEME I .� WAREHOUSE WALL AND WHERE SHOWN ON PLAN FOR SOUND CONTROL GIB WAREHOUSE SIDE TAPED AND READY FOR PAINT. RAM -SET AT. 24' OC NEGROID CRYOFTUKWILA -. AUG — 2 2000 PERMIT CENTER R 0 0 CO N sheet I— Z LJ LeJ 0 CL EI I— Z Z w I Q J O : S Y N F— LA J 0 Lzd N < TI- 4 WALL SECTIONS AND DETAILS 9 PRO � � T ° ob no. 1 '' sheet T LANCE MUELLER & A 0 o HIT E C T 130 LAKESIDE• SEATTLE, ASSOCIATES S • A I A WA 98122 • 206 325 2553 SEGALE SHOP TENANT IMPROVEMENT TUKWILA, WASHINGTON for SEGALE BUSINESS PARK ,aea RE EREO Z'T0 . 2_P4unnA _• -- m •• k1 ,,, Is MAY 11, 2000 dote II ravlalon tA�h4NAJOJJJ4[4hhh04h J�! iiUliiANhNOJ, i! �IiytgrtlydNr l4rUii�4tiriiilJyrl N f i� p0 ri - - _ !I !II ��N DOOR SCHEDULE DOOR NO. V-)-0-W DESCRIPTION DOOR FRAME HARDWARE RATING REMARKS MAT. FIN. MAT. FIN. GROUP 1030 A 3' -0' X 7' -0' HM PAINT METAL PAINT - 1 -HR - 103B A 3' -0' X 7' -0' H•M, PAINT METAL PAINT FIN. - - 103C B 2) 3' -0' X 7' -O' HM PAINT METAL PAINT - 1 -HR - 104 B 2) 3' -0' X 7' -0' HM PAINT METAL PAINT - - - 105A A 3' -0' X 7' -0' HM PAINT METAL PAINT - 1 -HR - 105B C 10' -0' X 12' -0' STEEL PAINT TRACK FACTORY - 1 -HR - 105C C 16' -0' X 14' -0' STEEL PAINT TRACK FACTORY - 1 -HR - 1060 A 3' -0' X 7' -0' HM PAINT METAL PAINT - - - 106B A 3' -0' X 7' -0' H.M. PAINT METAL PAINT - - -.. 106C A 3' -O' X 7' -0' HM PAINT METAL PAINT - 1 -HR - 107A A 3' -0' X 7' -0' HM PAINT METAL PAINT - H4 -SHOP - 107B A 3' -D' X 7' -0' HM PAINT METAL PAINT - GWB - 108 A 3' -0' X 7' -0' HM PAINT METAL PAINT - 1 -HR - 109A A 3' -0' X 7' -0' HM PAINT METAL PAINT - 1 1 /2 -HR - 109B A 3' -0' X 7' -0' HM PAINT METAL PAINT - 1 1 /2 -HR - 110 A 3' -0' X 7' -0' HM PAINT METAL PAINT - - - 111A E 10' X 14' -0' STEEL PAINT - - - - - 1ILB A 3' -0' X 7' -0' HM PAINT METAL PAINT RUBBER FACTORY - HOC A 3' -0' X 7' -0' HM PAINT METAL PAINT - - - 111D A 3' -0' X 7' -0' HM PAINT METAL PAINT - - - 116 A 3' -0' X 7' -0' HM PAINT METAL PAINT - - - 117 A 3' -0' X 7' -0' NM PAINT METAL PAINT VESTIBULE CONE 118A D 3' -0' X 7' -0' SC WOOD PAINT METAL PAINT GWB - GWB 118B D 3' -0' X 7-0' SC WOOD PAINT METAL PAINT III F1-'!'. 119A B 3' -0' X 7' -0' SC WOOD PAINT METAL PAINT - - - 119B D 3' -0' X 7' -0' SC WOOD PAINT METAL PAINT - - - 120 D 3' -0' X 7' -0' SC WOOD PAINT METAL PAINT GWB PAINT CONE 121 D 3' -O' X 7' -0' SC WOOD PAINT METAL PAINT - - - 122 D 3' -0' X 7' -0' SC WOOD PAINT METAL PAINT - - - 124 D 3' -0' X 7' -0' SC WOOD PAINT METAL PAINT - - - 125A D 3' -O' X 7' -0' SC WOOD PAINT METAL - PAINT - - - 125B D 3' -0' X 7' -0' SC WOOD PAINT METAL PAINT - - - NEW CONCRETE LANDING AND STEPS BOTH SIDE ON CURB PLANS O H2 STORAGE ENTRIES N CLEAR INSULATED GLASS IN WOOD FRAME O WINDOW SILL SECTIONS CURB O DOOR JAMB DOOR TYPES ALL DOORS LEVER TYPE BANDIES (PUSH/PULL AT TO MS) AUG -2 2000 PEBMRCENTOB r � a 0, ro Gs z- I— Z w W 0 IL I— Z Z L.t.l Q La 0 15 = Y L (/) O H- Q 0 W 1n sheet - N < N _ IV e TI- 6 LANCE M'JELLER WASHINGTON BUSINESS PARK ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST 'HALL WAINSCOT CEILING REMARKS MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN. HT. 101 WASH BAY CONC. NONE NONE - CONC. NONE CONC NONE CONC. NONE CONC. NONE NONE - NONE - - - 102 MOWERS CONC. NONE NONE - CONE, NONE CONE NONE CONC. NONE CONC. NONE NONE - NONE - - - 103 COMPRESSORS CONE. NONE NONE - CONE, NONE CONE NONE CUBIC. NONE CONE. NONE NONE - NONE - - - - 104 STORAGE CONC. NONE NONE - CONE, NONE CONE NONE CONC. NONE CONC. NONE NONE - NONE - - - 105 H4 -SHOP CONC. NONE RUBBER. FACTORY GWB PAINT CONE NONE GWB PAINT CONE NONE NONE - NONE - - I AT GWB WALLS 106 OFFICE CONCRETE SEAL RUBBER FACTORY PANELING FACTORY PANELING FACTORY PANELING FACTORY PANELING FACTORY NONE - ACOUST, FACTORY 8' -0' 107 108 PPRRTS CONC. NONE RUBBER FACTORY OWE PAINT GWB PAINT GWB PAINT GWB PAINT NONE - ACOUST FACTORY 8' -0' OFFICE CONCRETE SEAL RUBBER FACTORY PANELING FACTORY PANELING FACTORY PANELING FACTORY PANELING FACTORY NONE - ACOUST. FACTORY 8' -0' 109 H3- STORAGE 1 CONC. NONE CONE SEAL GWB PAINT CONE NONE GWB PAINT CONE NONE NONE - GWB FACTORY 8' -0' 110 VESTIBULE CONE NONE ROBBER NONE GWB PAINT GWB PAINT GWB PAINT GWB PAINT NONE - ACOUST FACTORY 8' -0' III F1-'!'. CONC. NONE RUBBER. FACTORY GWB PAINT GWB PAINT GWB PAINT CONE NONE NONE - NONE 112 VESTIBULE CONE. NONE RUBBER. FACTORY GWB PAINT CONE NONE CONE NONE CONE NONE NONE - NONE 113 STORAGE CONE NONE RUBBER* FACTORY GWB PAINT GWB PAINT CONE NONE CONE NONE NONE - NONE - - . AT GWB WALLS 114 STORAGE CONE NONE RUBBER. FACTORY GWB PAINT GWB PAINT CONE NONE GWB PAINT NONE NONE AT GWB WALLS 115 LANDSCAPE CONC. NONE RUBBER. FACTORY GWB PAINT GWB PAINT GWB PAINT CONE NONE NONE - NONE >F AT GWB WALLS 116 CLEAN -UP CONE NONE RUBBER FACTORY GWB PAINT GWB PAINT GWB PAINT GWB PAINT P. LAM FACTORY GWB PAINT B' -C' 117 LOCKERS CONCRETE SEAL RUBBER FACTORY GWB PAINT GWB ` PAINT GWB PAINT GWB PAINT P. LAM FACTORY GWB PAINT 8' -0' 118 MEN CONCRETE SEAL RUBBER FACTORY GWB PAINT GWB PAINT GWB PAINT GWB PAINT P, LAM FACTORY GWB PAINT 8' -'' , MIN. 5' RUBBER BASE 119 WOMEN CONCRETE SEAL RUBBER FACTORY GWB PAINT GWB PAINT GWB PAINT GWB PAINT P• LAM FACTORY GWB PAINT 8' -C• A MIN. 5' RUBBER BASE 120 LUNCH CONCRETE SEAL RUBBER FACTORY GWB PAINT GWB . PAINT EWB PAINT GWB PAINT NONE - ACOUST FACTORY ` 9' -C' , 121 OFFICE CONCRETE SEAL RUBBER FACTORY GWB PAINT GWB PAINT G✓B PAINT GWB PAINT NONE ACOUST. FACTORY 9' - 1' `..L 122 I OFFICE CONCRETE SEAL RUBBER FACTORY GWB PAINT GWB PAINT GWB PAINT GWB PAINT NONE ACOUST;- FACTORY I 9' -" 123 LOBBY CARPET FACTORY ,RUBBER FACTORY GWB PAINT GWB PAINT GWB PAINT GWB PAINT NONE ACOUST. FACTORY G -• J' 124 MACHINE CONE. NONE RUBBER FACTORY GWB- PAINT GWB PAINT GWB PAINT GWB PAINT NONE GWB PAINT 9' -I;' 125 HALL CONCRETE SEAL RUBBER FACTORY GWB PAINT GWB PAINT GWB PAINT GWB PAINT NONE ACOUST: FACTORY 9' -2' ipviiT AT Ai 111. 1 NEW CONCRETE LANDING AND STEPS BOTH SIDE ON CURB PLANS O H2 STORAGE ENTRIES N CLEAR INSULATED GLASS IN WOOD FRAME O WINDOW SILL SECTIONS CURB O DOOR JAMB DOOR TYPES ALL DOORS LEVER TYPE BANDIES (PUSH/PULL AT TO MS) AUG -2 2000 PEBMRCENTOB r � a 0, ro Gs z- I— Z w W 0 IL I— Z Z L.t.l Q La 0 15 = Y L (/) O H- Q 0 W 1n sheet - N < N _ IV e TI- 6 LANCE M'JELLER WASHINGTON BUSINESS PARK DETAILS 9 81 PROJECT ' rr r oo —oae Mlimilimimi MN LAMC,E MUELLER L !ECTGAIA 30 LAKESIDE & ASSOCIATES • SEATTLE, WA 98122 • 206 325 2553 REGISIEREO , drawn c hecked dale SEGALE SHOP TENANT IMPROVEMENT TUKWII A, WASHINGTON for SEGALE BUSINESS PARK � .11I r 11 1OINU revlelon �r4�lxx r II Z. 4' -0" 2' -10" y 8' -0" 3' -8" 10 -8" 13 RISERS a 7.38" 17 RISERS AT 7.41" ■C ►Z . t f n i ►iz� _i_ Z i..m ►Z t NilI ■ ®� ■��■ ► =�' ` ►= ►=.� =a ®mammies l ® m.• ®� . U ® ,..... ■ Zti.�� ►��.�I ►mot Trim \/ \I 'F \I ���YYI� ®_ - - -I• ■':� /': ®111 ■� ■ ■I ■p/I ELI NM irm 0 CEILING PLANS LANCE MUELLER & ASSOCIATES A R C H I T B C TO • A I A 130 LAKESIDE • SEATTLE, WA 98122 • 206 325 2553 981 PROJECT SEGALE SHOP TENANT IMPROVEMENT TUKWILA, WASHINGTON for SEOALE BUSINESS PARK AM MST. 8" P.C. PNL . . COST. FTO. r FOUNDATION PLAN VERIFY. ALL DIMS.. w /ARCH. ALL ITEMS ARE NEW UNLESS NOTED AS EXIST. CENTER FOOTINGS. ON COLUMNS /POSTS. SEE 535P FOR PANEL ELEV. DIAPHRAGM NAILING SCHEDULE ZONE CONT. PLYWOOD EDGES OTHER EDGES INTERRED. SUPPORTS SLIM. REVD. (D.F.)(2x4 FLAT. TIP) 1 100 0 6'o /c 100 0 Cots 100 0 12 "0 /0 NO r DIAPHRAGM NAILING PLAN 1 10" JAL_ STUD: WALL .R -44 I [D_4 r- HCH HSS 544 HDR. ' GRA. U-4 0 S _4 - — — — -- — -- — -113 -- HIGI4 ; II I I M m -4 v SIMPSON HU5 HNGR. -' KT' 'P -4 m 5 }x12 G. _ _ .- = _ - ,I ( , 5 }x12 GLB 14 TJL 0 24'0/c 1 24' TJL 0 24"0% I I . E D-5 TdcG_ PLYWOOD YWOOD_ GLUETO FRAMING M r/APA RATED AFG-01 ro - PER C -5 y u-4 If � C -4 li L SUL TOP OF FRAM 0 ELEV. [ -4 1 D-4. SRN_ tG-4 ' Ii EZZANME BELOW CEILING II NGO I, it 0-4 0- 4 SIMPSON MI5 K -4 HNGR_ J OPP.;; 13-4,6 13-4,6 N • 16' TJL 0 24 "0% 6 ' CONE. SLAB ./14 0 1 'o / c 9G WAY. W2 FORULOK DECK (19GA) EDGE OF M u ELEV. IN DTL i EXIST. P.C. PNL 24' TJL 0 24 C/c HMG 11AlI1N1 N -4) TOP OF 0-0] 4r I L H -4' 51x9 GIB HOR _ SM. Sµ4_ H -4 04 0 8 E.W. 6" PANEL 34 -13' rs= 5000psi STAIRS DOWN PER ARCH T: &G: FLOOR LYWOOR. ED TO FRAMING A W DAPS RATED FG -01 ADHESIVE. NAIL. PER SCHEDULE TOP OF F r3.1 " MEZZANINE FRAMING PLAN Q NOTFe �. _ 1. JOIST DESIGN: DL = 20psf, II = 125psf 2. NAIL PLYWOOD PER SCHEDULE 3. ALL NAILS SHALL BE DRNEN FLUSH & SHALL NOT FRACTURE PLYWOOD SURFACE.. 4 . VERIFY ALL DU'S r /ARCH. 5 ALL ITEMS ARE NEW UNLESS NOTED AS EXIST. 6. TOP OF FRAMING (BOT. OF PLYWOOD) NOTED ON PLAN AS [ - ). SHEAR WALL SCHEDULE MARK SHEATHING :T1'1'1'118.4 . 12 COMMON. (12 FIELD U.N.O.) STUDS + DLOCKING DF$2 (U.N_O.) ANCHORS (H. KWIK BOLTS ]» B L OCK ING 0 SPACING EMBED REMARKS Q 15/32 CDX ONE sr' ONE 510E 6 - 3/c EDGES 2x6 MIN. YES " 4' -0" 4 ® ,5/32 COX PLYWOOD ONE SIDE 6 /c EDGES as DFE, YES I 4 -0 2 y -- TYP. TYPICAL DETAIL AT ABUTTING PANEL 'EDGES P.C. PNL SQa1EIDICI SECTION F -3 PLYWOOD EDGES TO BE FULLY BLOCKED. 2. REFER TO DETAIL D -3 FOR 3x O PLYWOOD EDGES. 3. PROVIDE i - x3x3 FLAT R WASHERS AT EACH ANCHOR. iI 4 a0,8'o /c 1 mamma 2 $4 H.--"" �! ®ir �,//,, v • #4 0.12 EPDXY ii jr 'EXIST. SLAB GROUT INTO EXIST. - ON .GRADE SUB ON GRADE 6• C.LP. WALL EXIST. SUB ON GRADE HOLDOWN SCHEDULE SIMPSON HOEDOWN H POST 4x6 ANCHOR 0 ANCHOR EMBED SECTION B -3 HOLD SECTION tea :, n! I■i PLAN 4• TO BOLT SEE GENERAL NOTES ON SHEET 55 FOR SIMPSON HARDWARE INSTALLATION REFER TO DETAIL E -3 POSTS MIN. SIZE UNLESS NOTED ON PLAN. UTE RHO KWIK BOLTS OR THREADED ROD INSTALLED WITH HILTT ADHESIVE FOR ANCHORS. G -3 U SECTION H -3 - - -NEW W16 COLUMN — EXIST. T.S. COL. I M //!miesswer� zwA SECTION FTG. L— 3 a = ,• - o- SECTION C -3 r , o PER ARCH, PagP 2314 O , 6R /6 SHFATFRK', PER ARCH_. Z,c4 Q ./ • A B OLT 0 32% - 6x6x} TS. HORIC. 6 MTL STUD 0 24 ,/ r /--SHEATHING PER ARCH. POWDER DRIVEN FASTENER O 2470/c EXIST. SLAB ON GRAM 0' -0- I —005x_ 8- P_E PNL 2 j5 (TEE_) TRIM 0 H -3: 6x6s1 TS. — SECTION D -3 ,8 CONC. v/ 4 j5 V_& /3 O O 6 "0% — EIIST. ON G Ce PNL AT. t = 5} U.N.O. 7 --1 - CAP R. I SECTION J -3 SLAB CDE (- -2 j5 (1 EF_) EXTEND 2' -6" BEYOND EDGE OF OPN SIMPSON HD PER SCHEDULE BLOCK IF NECESSARY. /-EXIST. SLAB OF POST PER SCHEDULE P� MUST BEAR DIRECTLY ON CONCRETE tvo SECTION E -3 SECTION K -3 - -6; CONCRETE SLAB OVER DECK PER PLAN SECTION STUDS PER SCHEDULE PER PL.]__ 2x BLICG. G.W.B. PER ARCH. BM. PER PLAN REMAINDER PER SECT. 18-4 BM. PER :PLAN SIMPSON HANGER [PER ARCH.]. SLAB PER PLAN- - [PER PLAN] DECKING PER P LAN FACE O FACE OF HSS 5x5 TO BE FLUSH.. WITH EXIST. HSS 10x10 ON DOOR SID HSS. 5x5x1 NOR.. (E) T.S..10xTU COL, 11SS 5x5 ' -CAL P.C. PANEL SHEATHING PER ARCH. - 10' MIL STUD WALL 0 SECTION D-4A ONLY PLYWOOD PER PLAN 48 BLK'G. 0 24'H/ 1 w /SIMPSON U44 HNGRS. ST BAY OBL 2,86. TOP R 2x6 0.24'o /c DTL. 2 -HILR 0.145 DNI LOW- VELOCffY FASTNFR THROUGH PLYWOOD AND S JOIST INTO 5TL ANGLE EXIST. JOIST. L3x3x1 -- iv 7x7x# x 0' -8' MIN. 9 BOLT ,THROUGH Y .' a•'. . SLOTTED HOLE. 80LT THROUGH HSS. BOLT- MUST <FTT AT BOTTOM OF SLOT -WASH . - -� 2 -HILS 0.145'0 MI FAWNERS THROUGH PLYWOOD AND JOIST IMO STL ANGLE SIM ON 1_71131 0 4 " -Q o/c w O'KWIK BOLT 11 ED 5 " INSPECTED. .. L3x3 BRACE EXIST. GIRDER y�4 . JOB.NQ MAY 3 ,10A NED T$.NL1LED - , B BLOCK PLYWD. EDGES [PER PLAN] SECTION SECTION NAILING & SHEATHING PER SCHEDULE A- 4 SECTION PLYWOOD SHIM AS REVD. BM. PER PLAN SIMPSON EPC46 4x6 DF /2 POST 1. 9 12o /c J- 4 NAIL PER SCHEDULE 4x BLK'G. 1ST BAY E.S. OF WALL w /SIMPSON U44 HNGRS. [PER PLAN] F- 4 JOIST PER PLAN [PER PLAN] PLYWOOD PER. PLAN 1' G.W.& 2 15 x 3' -0 EQ. SPACED B1YRN. EMBEDS. EPDXY IN PLACE w /HILTI HY -150 EMBED 6 DTL. BTWN. EMBED R's 2x10 0 16 - o /c I - 2 LAYERS �' G.W.B. 8 , 2x4 0 16 - o/c SECTION B -4 6x6 TOP P. SIMPSON EPC46 4x6 POST SECTION 2 LAYERS } 1' - BOLT SW N HD10A . SIDE. w/ (4)1 0 EA BOLTS AND }'0 ROD 2x 8LICC. PLYWOOD PER PLAN BEAM PER PLAN w/ SDAPSON GLTS PLYWOOD PER SCHEDULE 2x6 STUD WALL K- 4 SECTION G -4 4" STRAP F 6x6. w /(4) '0 BOLTS if 4' 4 4 [PER PLAN] DF #2 6x6x14 -0"' 2x6 STUD 4x6 POST W }0 THREADED H.S. O24 o/c C -4 GAP. MAX. • 1'x5' ERG R SECTION L -4 ES. w /(4) } 0 BOLTS COST. 7S_ 10x10 COL NOT, CENTER B/L + WALL ON MST- COL SECTION D -4 & D -4A * [PER PU1NJ_ B1L PER PLAN } /(R)) } BOLTS PLYWOOD PER PLAN PLYWOOD PER PLAN w/BIKG. BTWN_ JOISTS AS REA . • 701_ PER Pt AN SIMPSON EPC46 4x6 DF #2 POST 160 0 12 - o/c - JOIST PER - PLAN G.W.B. PER ARCH. SYMIA. R 6 4' 4' 4' 1 SECTION , [PER PLAN] FA END TYP. H -4 6x6 TOP R PLYWOOD PER PLAN SECTION BEAM PER PLAN 2 ROWS 10d 0 4'o/c BLKG 16d 0 6 - o /c STAGGER, BLKG. TO BM. M- 4 4x,0 LEDGER /j - 0 KWIK BOLT O 16 o/c [PER ARCH] EMBED 5' INSPECTED - DTL. BTWN. JOISTS 2x10 0 16'0% SIMPSON U210 HNGR. SECTION PLYWOOD PER PLAN PNL PT. NOTE" DTL BTWN. JOISTS SIM. TO SECT. M -4 SECTION EXIST. P.C. PANEL 8' THICK. VERIFY NAIL 1002' LONG O 6'o /c 2x4 B.G. w /2 -HILTI 0:145'0 DNI LOW VELOCITY FASTENERS (1 EA. END) SECTION E- 4A DTL. BTWN. JOISTS E- 4 N- 4 2x STUD.24'o/c ALIGN STUD S 0 9 EACH JOIST. PLYWOOD & NAILING PER SCHEDULE 2��o -1`8 2 ROVE 10d • 24 MEG. BTIM. TRUSSES 2 ROWS 10d • 4 STAGGERED A es/c STAGGERED MOMENT FRAME PER PLAN ; 1 / TYP.; NOM SEE SECTION D-5 FOR BALANCE OF DET.. r WELD IL IPLt. lir RTE. PLYWOOD MUSS PER PLAN SECTION A-5 r = SECTION C r = EXISTING 10 T.S. COL. i - - nTO SIDE 2211 SECTION D-5 GENERAL NOTES . . , 102101212 NOTES APPLY WILESS'}}01. OTHERWISE. UNIFORICHLEDDE CODE 1997 EDITION - Asnes LATEST EDITION • MEN WEDOSURE C SENILE • 201211.3 THE EGENDISION WAS oss/ctizo wan AN ALLOWABLE 'son. BEARING CAPACITY or 2500 PSF IN ACCORDANCE 111TNEEILS RIMORT #0291-011-00 DATED 12-22-98 PREPARED BY GEO ENGINEERS. PREPAREF,THE SEE PER,SORS ENGINEERS RECOMMENDATIONS.. BEAR ALL FOOTINGS AND STABS .01FPROPERIT PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL_ SENSORS REPORT, COMPACT ALL STRUCTURAL FILL AND BACKE. PER SODS ENGINEERS RECOINEIMATIONS. DliTERMDIE ILEINUM.DENSITY BY ,ASTM D-1557. MIEN ALI. EXTEGOR ENTENGS IS MN BELOW FINAL FINISHED GRADE SEE . 'ARCIL.AND SODS RESORT FOR SLAB4ONGRADE UTIDERLAYMETIT. SEE SOILS REPORT FOR SITE PREPARATION SLABS ON GRADE THE SLAB ON GRADE 'MR THIS PINEENT TS TYPICAL OF THAT Di OTHER MIMES COTSTIGICTED Si THIS AREA 1117H FLOOR LOADINGS AND SOIL CONDITIONS. THE SLAB HAS NOT SEEN-DESIGNED FOIVANY SPECIFIC WM LOAD (INCLUDING CONSTRUCTION ID AND HAS BM DETAILED TO REM WCAL INDUSTRY STANDARDS FOR SIMILAR THE OTINIM OR MS _REPRESENTATIVE HAVING REEDITED THESE DRAWINGS PRIOR TO STARE OP CONSEIWCTION IS AWARE OF THE PROBUSILS WHICH MAY ARISE WITH THESE STABS AND ACCEPTS THE RESPONSIBILITY THEREOF. REVIEW WITH THE SOILS DINNER ANY comnfocnox LOADINGS ON THE SLAB AND SOILS BEIDE TAKE NECESSARY MEASURES 10 INSURE MAT THE SLAB AND SOILS 1321011 TEL NOT RE EFFECTED OR DAMAGED BY THE CONSTRUCTION LOADING. CAST-IN-PLACE-CONCRETE • 4000 PSI FOR AIL CAST-IN-PLACE-CONCRETE 3000 PSI FOR AIL OTTIER CON ULTIMATE STRENGTH WREN METHOD USED. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIED EMMEN. AND TRIAL MIXTURE. OR BY WATER-CEMENT RATIO AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS. REQUIRED FOR EACH METHOD. IF WATER-CEMENT RATIO METHOD IS USED. MAXIMUM. WATER-CEILENT RATIO SHAW CONFORM WITH TABLE 19-A-7 OF U. MIXING .D.PLACBIG OF ML CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WEN THE UBC AND AM CODE 318 PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX NM 4 NAXINUM SLUMP WHICH CAN BE PLACED WITHOUT SEGIEGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR WMEICEURES. PROVIDE EL + 11/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. WET WATER-CEMENT RATIO TO .45 AND USE TYPE V CEMENT ETERS CONCRETE IS EXPOSED TO SOIL CONTAIN= WATER SOLUBLE SULFATE IN EXCESS OF ... ADD NO WATER AT SEM WATER REDUCING OR SUPERPLASECEING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY TITTHOUT DEREMING WATER-CIDIENT RATIO OF DESIGN MX SUEOUTTAL SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER AIL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON AWM=MAL DRAWING& PRECAST ■ WALLS CONTRACTOR SHALL CHECK PRECAST PANEL LIFTING STRESSES 8.311 ON METHOD OF HANDED. AND MOEN TO BE USED. PROVIDE ADDITIONAL REINFORCING STEEL AND SHED = AS REQUBIED. USE CONTINUOUS NON-SHRINK GROUT BETWEEN PANELS AND REINFORGING 'EEL USE MOM. CONCRETE REINFORCING STEEL CONFORM= WITH Asa/ ems. GRADE 80 (fy=130,000 paG. LAP CONTINUOUS REINFORCING BASS 30 BAR DI.VIERS. z-cr MINIMUM. UNLESS NOTED OTHERW PROVIDE CORNER BANS (R-Cf MR BEM), FOR ALL HORIZONTAL FISINFORCEMEN. - DETAIL MEE. IN ACCORDANCE WITH "ACI TIANUAL OF STANDARD PRACTICE OF DENUDE REINFORCED commix slum-rums". WELDED WIRE FABRIC (WET TO CONFOIN MEM A185. REINFORCING HOOKS TO COMPLY MTH SLUIDARD ACT HOOKI1 =MT mamas AND MIS SHAW HAVE 135 DEGREE *51 5530115 • INNESEETRESSED CAST-IN-PLACE CONCRETE (INCHES) FOMODT SURFACES #5 AND NIT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND ill AND 5MA11ER.....3/4 SEAMS. COLUMNS PRIMARY EMNFORCEMENT. TIES, STIRRUPS, SPIRALS- 1-1/2 PRZERESSED CAST-M-PLICE CONCRETE (APPLIES 10 PRESTRESSED AND NONSTRESSED RERWORCEMENT. DUCTS AND END FITTINGS) FORE= 'SURFACES EXPOSED TO KANDE OR WEATHER 1 OTHER IGNITERS.-- 1.--1/2 NOT EXPOSED IT TEASE/ER OR Dl CONTACE 115111 GROUND SLABS. W.S. MESS. 3/4 ITICENt. COLUMNS PRIMARY REINFORCEMENT. .1 TEE SERRUPS. EPEES-. 1 REINFORCING STEEL WELDING USE ism 0706 GRANT 00 (fy = 60000 pid) FOR ANY REINFORCMG THAT IS TO BE NIDE. FOLLOW PROCE .3 MN-1E - 61ifIlfdr.C1■14.2.7/. WOW - RENON= =ETC. USE E 803X WI HYDROGEN ELECTRODES CONFORM. TO AND/EIS 051 OR .5. DO NOT VELD REDIFORCING IF TEMPERATURE IS BEIDE 32 DEGREES EASEMENT MAINTAIN A MINIMUM PREHEAT AND INTERPASS 'TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO.11 BARS DO NOT WELD NO. 14 AND N0.18 B.S. DO NOT MEW REHM 3-DICHEE OF HETES- UST EN. COOL NATURALLY TO ARENT TEMPERATURE AFTER =DM DO NOT QUENCH. LISE WEE ammo mums. PROVIDE SEEM. DISPECTION PER CODE MINE NIL CERTIFICATES STRUCTURAL STEEL Au.. max or Accosomcz Wmf - A1SC sesame/mom FOR THE DESIGN. FABRICATION AND ERECTION OF STRUCTURAL S. FOR BUNNIES AND THE 'CODE OF STANDARD PRACTICE STRUCTURE. STEM SNAIL CONFORM TO IRE FOLDED. STEWARD. STRUCTURAL STEEL 0512 A-36 (Ey PM) TUBE SHAPES as= A-500. GRADE B (F) PE19 MPS MAPES ASIN A-53, TYPE E OR S. GRADE B (Po-3S000 ESO lIEWHEAD STUDS ARSE A--106 (F1 PSG ANCHOR BOLTS AVM A-307 MGR MENEM BOLTS 0355 6 4-555 ALL STRUCTURAL STEEL BOLDED commanota ARE 15115 A-325 TYPE N CONNECTIONS - BEARDIG TYPE M. INIMAITS INCUME) Dl SHEAR PLANE CONNECTIONS ARE NON-SUP CRITICAL *161 BOI.TS NIDE EM TIGHTENED - moo ricer ONLY PROVME WASHERS AT OUTER PISS WITH SLOTTED HESS RESALE A-325 BOLTS IN ACCORDANCE MTH sprcatcmos FOR sfsucnnua. JOINTS USING ASTM 0325 OR £490 BOLTS (ll/13/1}5). PROVIDE MINIMUM EIGETDMENE-FOR ANCHOR BOLTS PER UBC TABLE 19D FOR CONCRETE AND UBC TAME MN FOR M.DIRE UNLESS MEIN OTHERWISE AIL ENDING TO CONFORM WITH ATM DL1 - STRUCTURAL MIDI. CODE - MERE". WELDS NOT SPECIFIED sum. BE yr cm/famous ETU. AMMER AU, WEDS BY WAITO CERTIFIED WELDERS. USE 1. HYDROGEN NUM METAL MTH A. MEDIUM TIMMS STREIGIE OF 70 ESL ALL WELDED mons seem BE ms rEmumnfo. TOSIDIMAD woos (WHO) ARE 70 BE MACEGNE 'SIDED WITH PROPER EQUIPE= AS REQUIRED BY MANUFACTUREIL COTERIE@ EXPANSION METERS .IK BOLTS' - INSTALL DI ACCORDANCE WITH IC. RESET 110.4627 . MASONRY ANCHORS - SLEEVE ANCHORS - DISTAL!. IN ACCORDANCE lam mmurecrutuars RECOMMENDEIONE COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR MEWS TO BE GWVANIKED. REBAR DOWEL INSTALLATION DRELL HOLES FOR DOWELS IN ACCORDANCE NM GROUT MANUFACTURERS RECOMMENDATIONS. BLOW HOLE CLEAN WITS OIL FREE COMPRESSED AIR FILL DOWN BOWS 1115 A MEASURED AMOUNT OF 511.11 FLY,. DENT INBAR AND SECURE UNTIL GROUT HAS REACHED ITS INTEL CURE. AIL WORK SHALL BE BY PERSONNEL EXPERIENCED DI THE USE OF MIS PRODUCT. AND IN ACCORDANCE arra lam REPORT NO 5193. STRUCTURAL STEEL WELDING VERIFY AIL WELD!. HAVE CURREN EON. INSPECT AIL SHOP FULL PE/EMMEN AND FILLET WELDS 3/13 AND LARGER INSPECT AIL ENID EEL. MIL PENEIVATION MEWS SHALL BE INVECIED NM ULTRASONIC OR RADIOGRAPHIC MEHODE IF APPROVED BY BUILDING OFECIAL, ME 11011-DESTRUCEIVE TIEING RATE MAY BE REDUCED TO 25% IN ACCORDANCE WITS TIM EXCEPTION OF SECTION 2722 OF THE DEC. BASE METAL TIMER THAN S 1/2 WEN SUBJECTED TO THROUGH-THICKNESS WELD SHRINKAGE STEAMS. SHALL BE ULTRASONICALLY INSPECTED FOR =CONTINUE= DIRECTLY BEHIND ETCH WELDS AFTER JOINT COMPIXDON. ANY MATERIAL DISCONTINUITM3 SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF THE DETECT RATING IN ACCORDANCE WITH THE (LARGE REFLECTOR) =TERM OF TABLE NO. 27-13-E OF THE 055 STANDARD NO. 27-6. CONTRACTOR SHALL PAY FOR REIELDMG AND EINNIPECTION OF All. WEEDS NOT MEM= SPECIFICATIONS. INSPECTOR SHAW NOTIFY THE STRUCTURAL ENGINEER OF TEES NOT MENEM SPECIFICATIONS. STEEL FORM DECK 55551 FORM DECK SHALL BE VERCOR STERILE OR APPROVED EQUAL cotaosimo WITH esni 448. GRADE A. F,-33.000 psi WITS GISO GALVAMENG PER ASTI( A525. USE 19 GA 12 FORINDIC- 1=41508 INS 3=0.442 INS. CONNECT TO'SUPPOLITS' WITH 4 PUDDLE WELDS PER SHEET ACROSS FACE SUPPORT AND 12" 0/C AT SUPPORTS PARALLEL TO SP. SIDE LAP FASITN 117H BUTTON PUNCH. AT 24^ 0/C. REINFORCEMENT PER DEMME. TO RE PLACED AT CENTERLINE OF CONCRETE DEPTH OEM INCE USE NO CONCRETE CONTAINING ADMIXED/ES OF CHLORIDE OR CHWRIIIE SALTS ON FORM LONE LIGHT GAGE STEEL FRAMING AS NOTED ON PLAITS. JO GAGE SED3L1. CONFORM TO ASTM 446, GRADE El LIGHT GAGE FRANTIC TO HAVE 711E FOLIDEDIG 161106361 PROPERITME CALLOUS SIZE - GAGE 1(014) %DES) A(1}12) }7(0 513X13 55-5/8 10 5.131 1253 0.630 0.42135 PROVIDE BiUDGBE PER INTITIFS,W111LERS' STANDARDS. • - • ,- ,FRAMING. LUMBER . ' • RUE45 jfi'FA UNIESSINOTELT;01BERAISE USE TIM.FOLLOWING: - • TIGHT FRAMING STUDS (21(4, 3E4, 4X4). DOUG FIR, STANDARD ' PLATE31., *02150.. RAFTERS LEDGERS • DOLMEN . , 1000 PSI 27* BOLT HEADS AND,NLITS 'BEARDE WOOD_ SHALL BE - PROVIDETT-NOTSTANDARD CUT . WASHIGIE ALL SASS VALUE S"fRESSES TO BE.ADJUSTED WITEI APPROPRIATE SITEPACIMEL. •- • • ALL WOOD INCONTACT.-11111 MASONRY sal. FIE INTSERVATIVREGTATER UNE STANDARIT LENGTH -COMMON NATIE PER' DITC TABLE :23=1,G FOR -er.F. NAILING'INCEPE TIRERIT • .. SHORTERfN.S.PEOVIDE THE.REQUIFIED PENETRATION Di PLYWOOD DLAPHRAGIE .PROVILIE. • ; ME- NAILING. PEN .UBC -TABLE 2.3 ,DTILESS NOTENDITIERIN3E. ALL,BANGENt"TMEI AIM CONNECT°. 'A. 311IPSON. :OTHER TIANUFACEOREFIS111HE ICHO APPROVED -LOAD CAPACITIES • EQUAL,TO-OR GREATER TIIELINAT SPECIFIED NAY BR USES. NALL ROLES 1111111FAUS SPECIFIED BT MANUFACTURER CUT NO NOISIER ANY STRUCTURAL FRAMING 'TITTHOUE ENGINEERS ,APPROVAL, EXCEPT ,THAT 1-01521 IHAMETER HOLESXIX BE DREW} INER'SITES AND PLATES --': NO MORE THAN ONE HOLE - EVERT IT-INCHES: . GLU-LAMINATED WOOD 'MEMBERS . - GUI-1.016ATED WOOD BEAMS,- COAST REGION DOUGLAS' FIR CONFORMING WITS Am/Any 0150.1 - ..ERICAN'TIATIONAL STANDARD -FOR WOOD PRODUCTS-STRUCTURAL GLUED LAMINATED TOOTER AND DI, ACCORDANCE WITH 55-4136.7 USE COMBINATION' E5500-Y4 (DF/DET Fb=2400, Evs,190 PSI 1015 SIMPLE SPAN BEAMS AND 5554F-,01 (DFF) FI:=2400, Frs. 190 PSI FOR CANTILEVERED BEAEL - .WON LAM TO BE 255 OF - UNSOUND KNOTT LARGER THAN 1/2 DIAMETER MATERIAL MUST BE OBTADIELI FROM . APPROVED FABRICATOR. 'ALL GLU-LAM 'HEANS 'MAT, FIT SNAG ANE1 BENT IN 1555 CONNECTIONS AND DEVELOP-FULL BEARING AS INDICATED. FIEVIDE ARC OR APIL-ENS STAMP ON EACH MEMBER AND SLEET ETC OR APA+EWS CERTIFICATE ADHESIVE TO 55 'WET USS DIDUSTRUE APPEARANCE GRADE. • PLYWOOD CONFORM WISH UBC STANDARD 23-2 (P.R. 1-83) AND NER-108 (APA). ALL PANELS RAT. EXPOSURE L SEE PLANS FOR NAILING SPACING. WAIL SIMATHDE: 1/2, CDX 24/0. NAIL MTH 10d (.1413" DIAMETER) COMMON NETS WITH 2 INCH MINIMUM PENETRATION. FLOOR SHEATHE.. T A G, CDX 32/16 GLU-NAIL WITH 10d (.148 DIAMETER) COMMON NAILS. GLUE PLYWOOD TO SUPPORTS AND AT T G /ODDS TOTH ADHESIVE CONFORMING TO APCSPIECIFICATION AFG- OPEN' WEB TRUSSES OPEN WEB TRUSSES SHALL BE TEL'S-JOIST Amo-ssam co/worm TO . 111E mottucof STANDARDS OF 1500 REPORT NO. 55-148.. FABRICATOR SHALL SCENE SHOP DRAWINGS AND - CALCULATIONS STAMPER,. SIGNED AND DATED BY AN ENGINEER IICENSED.TIF THE STATE WRENS THE PROJECT IS ENE BUILT PRIOR 10 FAHRICATTON. SHOP DRAWINGS SHALL INCLUDE TRUSS lAYOUT PLANS. CALCULATIONS SHALL INCLUDE TRUSE END BEADDIG AND ururr. DELUDE IIECHANICAl. AND OTHER SPECIAL LOADS AS NOTED ON PLATS Dr.DILSILDL PROVIDE ADDITIONAL TRUSSES AS REQUIRED. PLYWOOD NAILING INTO TRUSS CHORD SHAIL COMM. TO TRUSS JOST REQUIREMENTS FOR 505111 SPECIFIC`TRUES. • PROVIDE DOUGLAS FIR TOP CHORD. TRUSS HEDGING ANDIBLOCEDE SHALL HE AR REQUNED.PER. FABRICATORS SPECIFICATIONS. TEETRUSNENGINEER OR HIS AGREE IS TO NISTE-TIM SITE. TO VERIFY_THAT TRUSSES HAVE•HEEtt•FABRICATED- AND METALLED Di MCMILLIN= WITH TEE TRUSS ENGITIEMES DENT. REMIT ALE} THAT SERENE.. 'ELECTRICAl. PLUMBING AND MECHANICAL MILTS HAVE BEEN PLACED ACCORDING TO DESIGN P.AMILIERS. ME TRUSS ENGINEER SHALL EUBABTIA Isnrs-CERTIFIIIIG INSPECTION INSPECTIONS - ODPDTIVONS ARE TONE PER AR E BE BY FOUNDATION: INSPECT 'FOOTING EXCAVATIONS AND PROVIDE MNPACTION TESIS. CONCRETE TARE CONCRETE CYLINDERS AS REQUIRED BY CODE. VIEW SLURP. STRENGTH. AM CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR REINFORCING: VERIFY' THAT Ali REINFORCING S PLACED IN ACCORDANCE RITH APPROVED PLANS. CHECK FOR REQUIRED COVER, ST2E. GRADE. AND CONC. EXPANSION . COPTOF MB° REPORT FOR ANCHORS .OR A..19E USED MUST MASONRY ANCHORS . BEAVAILANIR AT JOB SITE VERIFY - ANCHORS OR:ADHESIVE 5155511 DRILLED IN DORMS: INSTALLATION TS IN ACCORDANCE SITE REPORT. WEIDE. PER AWN SECTION S. DIMLIDES ITEIDING OF REINFORCING AND DECK INSPECT TIM FOLD:111EG PRIOR TO WEIDING: 0ER9010151. QUALIFICATION'S. MEMEL PEOCEINIRES. WINDING EQUIPMETIE WELDING CONSUMABLES, BASE WHEAL QUALITY. EMT PREPARATRIN AND FIT-UP. PREHEAT. WELD= CONDITIONS DURING WEDDIG INSPECE THE FOLIOED. TACK WELD QUALITY, WELD PROCEDURES, INTERPASS TEMPERATURE% CONSUMABLE CONTROLS. INTESPASS CLEANING, VISUAL INSPECTION. EDT IF REQUIRED. AFTER 5512561 INSPECT THE FOLLOWING, IF REQUIRED CONFORMIY TO PI.ATES AND SPECIFICATIONS, ClEATME, VISUAL INSPECTION. EMT. REE`AMS INSPECTION, POST 11111.5 HEAT TREATMENT DOCUMENTATIOIL ROT IS REQUIRED FOR ALL CDOLITTE PENETRATION WELDS -- SHOP FIELD VISUAL INSPECTION IS REQUIRED FOR AIL 015521 110113 CALL BLDG. DEFT AND FINGIIMER FUR- N..DIG REVIEW PRIOR TO ROOFING OR COVERING TEAU.S. VERIFY II10T STUDS ARE PROPERLY DISTAL!. BOTH IN FIND AND ON SHOP FABRICATIONS. INSPECTION SHALL INCLUDE BENDING A IMINUM OF TWO STUDS AT EACH SET LP IN ACCORDANCE. MTH TRW NEISONS RECOMMENDATIONS. LIGHT GAGE VERIFY SEE, GAGE AND SPACING. INSPECT WELDING. VERIFY STEEL MANDE: CERTIFICATION OF TIELDERS. SPRAY - APPEND AS REQUIRED BY U.B.C. STANDARD NO. 43-8. FIRE PROOFING, - SHOP DRAWINGS . susmer 2 SETS OF PETITS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEW.. STAMPED FOR COMPLIANCE AND MEE 10 FEMICATION FOE 5102-LAMS, STRUCTURAL STEEL MISCELLANEO STEEL 5511555061 SEEM AND TRUSSES SPECIAL CONDITIONS CONTRACTOR SHALL vfauff ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORMG AND BRACING OF AIL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SEGAL NOTIFY ENGINEER OF NE FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMT PLATS SHOWING LOCATION, TOAD AND AIMIERAGE OF ALL HANGERS SUPPORTING ANY INCHANIC,A.L. ELECTRICAL PLENDIG OR SPRINKLER WADS IN EMESS OF 50 POUNDS. ANY ROOF _MOUNTED ,EQUIPMENT SHALL BE 565152002 06 THESE PLANS AND SHALT. SHOW WADS AND LOCATIONS. IIIESE'SHALL BE SUBMITTED TO ETEDEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF TIED EQUIPMENT. ALL DEEMS OF CONNECTIONS 10 THE STRUCTURE FOR EQUIPMENT SHALL BE HY THE SUPPLIER OF THAT EQMPMENT. IF TEE BUILD= DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAMS. 1T WELL RE THE RESPONSIBILITY OF THE EQUIPMENT OCCURRED AND THAT THE ABOVIT- MAY. PEERED ROOF! TIELDHEAD STUDS PRECAST PANEL NOTES L. EIEVATIONS SHOW INSIDE FACE - " 2. CONTRACTOR TO VER/FY ALL-DIMENSIONS IN FIELD PRIOR TO 0001020 0031015. 3. PEWEE ADDITEON. HOREON5A1 REDIFORCDE PER PANEL ELEVATIONS AT OPEMES ' 111111 HOREOliT. ERIN. BARS EMENDING BEYOND EDGE OF (MENSES. VERTIr.AL TRIM ELME TO RUN FOCI, LEWITT .. 4. PANEL LIFTING SESESSES ARE TO DE CHEMED BY THE CONTRACTOR WHO SHALL P1215155 I/roam/am STEEL AS REQUIRED FOR HATIDIING AND ERECTION. USE STRONGBACES Al REQUIRED AT EXCESSIVE PANEL OPENINGS. 5. PROVIDE s/4 ciimaER A.T AlL EIPOSED CORNERS TEM OTHEREISE INDICATED ON ARCHITECEURAL DEEMER S. PROVER 3 COATE' AE_Pw_ALTIC PAINT OR A 3 =NUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARN OR WEATHER. 7. PROVIDE 3/4 0011-SHRINE GROUT BETWEEN BOTTOM OF PRECAST PARRIS AND TOPS OF S. MAMMON DEPTH OF REVEAL STRIPS TO BE 3/e. SEE ARCHITECTURAL DRAWINGS FOR LOCATION. NERIF.Y AIL PANEL THICKNESSES WITH ARCHITECTURAL DRAWINGS. 9. PIXEL CONNECTIONS FOUND ON SHEET S-S. 10. PROVIDE 1/2 CLEARANCE BETWEEN PRECAST ELEMENIS U141.1•11 NOTED OTITERWISE. 11. SHOP ,. .ML (1/4 DIAMETER) AIR REIXASE HOIES DI EIBMWRIS AT fr o/c AS REQUIRED IN ORDER TO DEDUCE ANY VOIDS IN FORMWORK 12. RIGIOVE ALL NEW SLAG AROUND EMBEDMENTS EXPOSED TO .WEATIFER ABS SAND-BLAST. PROMPTIY PAINT WITH 2 COATS OF RISE 116113(TING PRIMER PRIOR TO FINAL PANTING. 13. -TYPICAL PANEL. TO BE 5-1/e THICK UNLESS NOTED OTHERWISE. PLACE VERTICAL REDIFORCING AT CENTERLINE OF PANEL UM= NOTED - OTHERWISE WHERE RESSOMING SISffi. B NOTED AS S.F. (EACH FACE). PLACE 3/4" CLEAR ID DiSIDE - FACE AND 1-1,12" CLEAR TO OUTSIDE FACE. ABBREVIATIONS. . ARCH = ARCH.. ' 210.21 = MASONRY (CLAY OR CIM) IL DR NOT. = Bonom /Las = mfr. ROOF SUPPLIER BIDG.' = ROUSING ILT.S. = NOT 10 55035 51* =A PLACE g . . MDR CENTER 0.T.O. ' = OUT TO OUT pk COW. = COT/CRITES PHI. = PANEL, ' ta . COIETEL CONTRACTOR RO. = ROUGH OPENING Ita DLL .,-- DIAMETER SW = SHEARTIALL, EL OR ELSE = =NEON MULL = SYMETRI: 11 OR ENW EINGINVERS NORTHWEST = p = 04156 SIP 501152555 - TSP. • - F.O.P. - 0*021 OF PLYWOOD F.O.S. = recs..? STUD = LIELESS' ---- racs WITERWISE FIG. V. OR vErr. E OR NORM.' 11011121TAI.: _ ` RAE ' z:MRHI. , , , s DNOi -611TORADDS,■