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Permit 6494 - Kenworth - Tenant Improvement
ENWORTH BP#GL•im°1(•1 • - • •T• 1 . II -N I ` ' • 1, y ear 1988 FIRE PROTECTION: ®Sprinklers [] Detectors O wA ZONING: SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? D Yes No Public wortc$1 BAR/LAND USE CONDITIONS? Yes ®No CON I S (ot er than t hose not on or attached to peerrmit/plansl -�-- -- �.. • - -.1 -i -i-.7.• ' _ � • ISSUANCE BY: / •' i i 4 ' yv � .tr . � BUILDING OFFICIAL L , DATE: _ f21- 9 / r I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. d SIGNATURE: ' d DATE: 3" 2 r q i PRINT NAME: i GlctC • PI , k,„ kii.. h COMPANY: J(eit cr - }k 'j'.n,� . ;ITV OF TUKWILA )ept. of Community Development - Building Division '300 Southcenter Boulevard, Tukwila WA 98188 206) 431 -3670 BUILDING PERMIT NO. )ATE ISSUED: 31T 'ROJECTNAMEJTENANT Kenworth ADDRESS CONTRACTOR ADDRESS NA. ST. CONTRACTORS LICENSE # WASNI 121600 ARCHITECT ADDRE LSE: lOOR TOTAL BUILDING PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION!: • I I FEES AMQUNT< IT:: PLAN CHECK BUILDING SURCHARGE M1211111 DIMIM! I� b3 5t) .TOTAL • PLAN CHECK NO.: VA C@ Tenant Improvement (commercial) U Demolition (building) 1J Grading/Fill 0 Remodel residential 0 Other. TYPE OF U New Building U Addition WORK: 0 Rack Store. e 0 Retool DESCRIBE WORK TO BE DONE: Equipment removal, non - bearing wall demolition, preparing space for new part assembly line.. EXP. DATE 11 '1 PHONE 827 5 ZIP 8004 S Kenworth Truck C 8801 East Mar Washin 601 25th Avenue SSOE Inc inal Wa South Tukwila WA ton Coast Construction Court East Milton WA 3015 112th Avenue N.E. Suite 101 Bellevue WA CODE COMIPLfANC SQUARE OCC. F SQUARE • OCC. O SQUARE OCC. TOTAL TOTAL. O T ht spawn it snaal oecome nut! an void' tf th : work f s not co nmenced wIthin :180 days from the ':date of issuance , or. if the work. is suspended or abandoned for a period of 1 80 days from the lost lnspectlon. CERTIFICATE OF ll i N O . _ �� - __�� DATE ISSUED: 91 -033 .$ 60,000.00 ASSESSOR ACCOUNT # 542260 - 0060 -03 PERMIT NO. CONTACTED (f ! Q om I��.� DATE READY DATE NOTIFIED (� 1 PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING LI (L) . 50 3RD NOTIFICATION BY: ) BUILDINCI PERMIT APPLICATION TRACKING PROJECT NAME 1{-en uvo yth SITE ADDRESS SW) - E.. , m f inal 1),6d SUITE NO. PLAN CHECK NUMBER INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTACE/OCCUPANCY INFORMATION (to be tilled out by Plan Checker) BUILDING - initial review FIRE Pi PLANNING ,4 PUBLIC WORKS 10 OTHER )- -Lj —q 1 S —ti2 i (ROUTED) INIT: DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. fir ,13 �' +� FIRE PROTECTION: Sq2 / ( FIRE DEPT. LETTER DA CONSU TANT: Date ant - Date Approved INIT: Pi BUILDING - 2 01 „„ .3_,_21,._ ( 'E' • STRUC �•�: BC DTIO (year): final review INIT: \C9, '\ -±1.. Q �QIZ, . l q ms REVIEW COMPLETED CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT'FEE< PLAN :CHECK> FEE:: AMOIN BUILDING :SURCHARGE THER: TOTAL APPLICATION MUST BE FILLED OUT .COMPLETELY • VALUE OF CONSTRUCTION - $ 000 OCU ASSESSOR ACCOUNT # 0.5)00 -D3 TYPE OF Li New Building Li Addition I Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: SITE ADDRESS SUITE # c3 56)1 V3 t=.t -i PROJECT NAME/TENANT 4 _N a 11 — P (,AST I C 4R - 1 - eOF 1"r DESCRIBE WORK TO BE DONE: 0tet\.4 lT" PV*- 40VAk., Not`t (57'. WALL QE:HOLATSON Fge- FARIKty 01� t F A 1 2 T . P M L H L i N. . BUILDING USE (office, warehouse, etc.) - oP— yew ,QV. PAQT mss 6L•-1 �FF.cTOR NATURE OF BUSINESS: i=",-r p•tC�`"f WILL THERE BE A CHANGE IN USE? U No ) Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: ((� 440 Tenant Space: ,pt..A e, Area of Construction: WiLL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS iN THE BUILDING? 0 No g Yes IF YES, EXPLAIN: f',QIN M Pi L110 PROPERTY OWNER gt t.oO -H - �- ADDRESS CONTRACTOR ADDRESS WA. ST. CONTRACTOR'S LICENSE # BUILDINJ PERMIT APPLICATION 156o1 :. /4 & / /4,4\ c_.. 609. y -7-v&uu/ c,,4, cdA PHONE PHONE 200.7 -54 ZIP ei80g ZIP MIL ARCHITEC17 I(,t Nt .- EXP. DATE ' GC) INC. PHONE zap . $27 -2(3 so ADDRESS a0 I 6 1)0 A,Uo 1. j 57L2 /D/ iVU� A0,4 . 7-IPg BUILDING OWNER OR AUTHORIZED AGENT ADDRESS 'C /5 1 /2Tf/ .t �l-' i S / . /D/ DATE i ,z2-.611 PH CITY /ZIP CONTACT PERSON ! L� G o PHONE - 52-7,2,75-0 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations; The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 07109!00 COMMERCIAL • NEW ERCIAL Ul .ToppgraPhi!.„:.,....7.Yt. .S*Pa.. :.„.. ' • . • ..... i;:,. E n erg „,,,6, •• ••lations stamped Y , .... .. ‘ . .,.::,..,.....,„...,..:„........,..„.....„ y --...77---.-Itect,,:::::::::••:::::•%:•••.•.• ., ....... . ‘ , Suiteikr, 'neer: fr...,r`'' : Washington 11'..•'.'.'''' tiiik :::':....,:::,.•,,,,,..• ,,,,,, , • , :„:::,......a was , ::,..,....:,.. ‘ . Loa :tiesail _.,,,,,.. by : - a! :: :::':'''' .• 3;,-stamp,?F ''Y.• • , , , f. , .. • ' ilraViina ... . ,.. •:•• • lia.c, .............:_ . , • ::•W66(419 whictci . .. . a!711 site at ''.iii drawi drawirigS :.'Shieblic Architectu c : ICIA dra draw :.:.:'''' -.” • Elevation i....,....:.,..., i.e,4) P*i, ...:„ . ...,,,:.,.... , ore , Completed utility ., D .. ,... ....,,....,.., ,.....-: ..:;.. . • -'.' e ' 1 i 00!laat1...r ( one )* r ...„:„.„.:::::: • '.:„,: 4.3*,, : , , ,..,,.....„... ,:....3.„.(...) .!31i........!..,;..."'„,.:.......!!.... d rawings :::::::::•.':i''',":''''..... • #0.subniTE101.9.,0041141101%iiiii°017tEs:'..:,•!f,°.*°. °C41''''' !if:.:1'. '...Conpieted building permit application Account Number Twa (2) 0..ASsassor "..• acts of plans. El Ouliding floor plan showi Exi doors Olmentons of alt elates spac ... • • ‘: man! • InoMIa ... . " • NO „„...-'0..(4t44)?!..„..,„:L.,- an d • and Uct storage ••• Structural •r,s;•,•77..;....,•• n • • eng i n eer . ... building permit application (one for Account Number • Two .. . . . sets (2) of the foltowing Specifications • • • ....•... Structural calculationtatamped,by.a..Y.40hIn Soil& report stamped. by ii • ••• El utility permit application SCJBMITTAL CHECKLIST 1 • • .1 • • • RESIDENTIAL NEW SINGLE7FAD41L.Y Cbmpieteci, building.permitapplicattek(Ortklbr',.aachiSbacttsa), • • . .. •• El Assessor Account Number E l•TWO sets • (2) of working drawings, which Include Site " • • •• • •-• • „„ • , P 41- ••••—•• • prpiatt:stioveCrawasrhytiarnrfacaricrt::::„.: Fou plan .. • :':••• Roof plan' • .....,„..,„...„ • Build elevations . . • Building 'cross-section • .Structural framing Washington State Energy Code data • Floor plan • El Six (6) sets of site plans showing utiities' NOTE:. Building site plan and utility site plan may be combined See utility pontiff application and chesMst for specific submittal ivcI Adritional topographical and soils information may be required if unique site condidons. . • . . . . . . . .:• ' tin ' ''''''''' ' each ' '' ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''' r4 tenant) • • iiisoemount N Wa(2) sets of construction . % fisting p!..9P°!.°Y. Overall buIIn plan • ha, of adjacent (common wall) tar dimen of building or ssre tenant pece space .Pth1uae it &lOfS. egress ....................:......... •• oonsuction details • -- atieelensahOWIritiVlaileonaOeitandineth attachment for hoar and celltng '''' Inaer m be required It struoturel Wod Is to be done (2 Sets) NOTE If any ulfy isoittltlo be dotrk• submit sepa Completed bulking permit application (one for each str Assessor Account Number Narrative describing existing roof 1100!101 being :removsck and material. being 1nat&led.: NOTE A certification letter Is rogqfpd pnor to final Inspection and sign- off of the ....• . . ....... • Completed building permit application (one for ea stnJcture) 1.4attoSitor.A ...• • ' • . • •• • '1\•40().BetSOtWOritirigi .. • Site ••• • • . ' ..... : •. 11: .::ridation P1" • FOU 1:::5:"' ' °.:':.::::''' ' '''''' ' ''''''''':''''' ' 1 ''' : ' , ..„ . : • , ,.. , ...::„...'.'!.;■'.01OOr : '.i)ltizi 0 ; ;.11:::::°:":g. ' 1"::'":"."::.""":1:::"":.::::"".::.":•:.:::::::H: ':.: '• . .: ,, Roo, v itin .0,_.:•.„...„'....:::::::::::::;::::::;:.:::::::::::::::.....?„...:i. '::::::',::, .......:::::::::: -.....: ...•:'•::•,.:.•:::.:::::;;;;;:::::::::::::,:,::::::::: :::,......, . " ........ ..•...: - ..::-.....:::.........„...,....... ::„......,,,,,„,„...„„„: .::: ::::„...,.. • . : .. • . . . ....... ....„.„„... .. ....-...„ ...:::: 5. aisilding ele$00■30S .,, ...,.......,Hi:',...,..::..:. . ....., ... : . • Building croit4tooticiri • . • f,itiwitist* !93ss NOTE: If On and Plana Muit be subnntted ......... „ ,..„ „. . . . • . ••• . . . coni0iii*idbuildlocfoormit application (one for each trUcturu) f] Assessor Account ......., N umber • • ..Narrative ••••••••rnateririt ,..„: „.. NOTE A certification letterls:required prior to ,final inspecti and off of the pernilt. • ACTIVIY LOG / e!. _ . /., v .. � �� _✓1I /41,Yz 76/4 449, epic Mme. C•MME TS APIPSAPPLAIFAIMAIIIP f -ee'l ' is ors 4;t6. 2/.r6G Item Qty. Code Drawing /Specification Number Rev. Ck'd. Not Ck'd. Title /Description 1 1 F 0 X KENWORTH PLASTIC SHOP HOTST FVAIIIATTONS SSOE, Inc. 3015 112th Ave. N.E. Suite 101 Bellevue, WA. 98004 (206)827 -2950 - Telephone (206)827 -7412 - Fax TO: City of Tukwila WE ARE SENDING YOU XX CODES A - Print B - Sepia Reproduction C - Mylar Reproduction D - Xerox Copy E - Original F - Calculations REMARKS: cc: 6300 Southcenter Blvd. Tukwila, WA. 98188 RECEIVED CITY OF TUKWILA APR 0 8 1991 PERMIT CENTER ATTACHED Signed: Page: Date: Job No.: ATTN: RE: 1 - For Construction 2 For Purchasing 3 - For Bids 4 - Reference Only 5 - For Approval 6 - A/E Review - No Exceptions UNDER SEPARATE COVER: 1 1 (1) L-tq 4/841_ Transmittal No. 905012 Bob Benebicto Kenworth Plastic Shop Evaluation of 7 - A/E Review - As Noted 8 - A/E Review - Rejected 9 - As Requested 10 - For Files 11 - 12 - 1 . Title 1�t= .►.1■r.,o2.r-h.. Pt _r \-te S1, nV Sheet No. I • of 2 i By ii1 if / 5 / 9 / 1Chk. / / Job No. c �, a3ED SSOE, Inc. • 1001 Madison Avenue • Toledo, Ohio 43624 • Fax (419) 255 -6101 • (419) 255 -3830 • Ev 4.1 , , �It�: t r F � c'1 p. n► e, 1 h p. �? v �►. �•) •C' 3 A-t- s 'Q\ Ac Fr i-o S>, \JcOVA ¥ . (� AA.%' Wo%s - 4 - 1-. tD p. p s d p 1 n 4 1 r. • Gva.\ u at-sj 1kot5A F z�.t��. 1C \ t) U t3 t- R LO C-, 1J. 1., . = 1 to p 'L S pbf. 1'1 t.a Frt..i- i oNs* 1 Rt \ s 2. ( 35 )(Zi) (31-%d Cro.iam PAy tom t. •I (1 Soo „y., 143 °t c .1, 3'L`t. 1- FILE COPY By Date Permit No I understand tTtat e Ia n hec approvals are 3ub(ect to errors and omissions and approval of plans does uthettluothe \Iofatiariza - any adopted code or ordirirce. Receipt of/contractor's copy of approved plans acknowledged. w 0 1 Z-SZ I- c r..sm Sh I1-v■s- r. ...)A- A.or.s Q o�a'�r 3 pb-rr R, fitit►.t Vro-w.e. S p s .F - I Ibs - 3'ZZ. 1 o s 300 Ibs • I Soo Ibs • Z IZ I bs P 1WC } I pt 3v� 1-1S 1 .1 ( Z2 .4- Z 10 WA 1 bs RECEIVED CITY OF TUKWILA APR 0 8 1991 PERMIT CENTER CITY OF TUKWILA APPROVED I BUIL ING DIVISION C, aN aRrvc.,:1hwe� — h.1(aH Ftw," -it- C. It. ►. NA- el' j-% Soo) a313e SSOE, Inc. • : 1001 Madison Avenue Vli '1-' Z, to c°•«.c, `4' 1 --tvc. L ov.ns R" s z, (z 40 ( ZS) I to L cz 110 s Q rid Se 18.5 ( to 16 5 e I - - ZOO \ 1135 PA- l l udo lbs � w,po.d; O,1 (1000 Jr zoo b 41,6) I `I 3 lb 5 vu uw: pa" v na F rye --.'s� la up Grin► -�e: l_ow.p C e_mtA •r to s. v s 4 to . /.. , C F Q. M w. yaw) P c C. G1v� -+T . 1�10 s'E' c+ r.►� - . . Toledo, Ohio 43624 • Fax (419) 255-6101 • (419) 255 -3830 u ♦ 1 ♦ Sheet No. Z of �/^ 4. 7 ' / Chk. / / Job No.. , y a313e SSOE, Inc. • : 1001 Madison Avenue Vli '1-' Z, to c°•«.c, `4' 1 --tvc. L ov.ns R" s z, (z 40 ( ZS) I to L cz 110 s Q rid Se 18.5 ( to 16 5 e I - - ZOO \ 1135 PA- l l udo lbs � w,po.d; O,1 (1000 Jr zoo b 41,6) I `I 3 lb 5 vu uw: pa" v na F rye --.'s� la up Grin► -�e: l_ow.p C e_mtA •r to s. v s 4 to . /.. , C F Q. M w. yaw) P c C. G1v� -+T . 1�10 s'E' c+ r.►� - . . Toledo, Ohio 43624 • Fax (419) 255-6101 • (419) 255 -3830 Title Sheet No, of Chk. / / Job No. gDshIZ. Fr A. © G t.1 - Cl SSOE, Inc. • 1001 Madison Avenue • Toledo, Ohio 43624 • Fax (419) 255.6101 • (419) 255-3830 .r ,r ,)' . x )o_ 14 _ . g ' I S. 2 S G res-N. el C4.=1 `-►c A.b Cc, w. 1 0t to S Ar (Liz. 1. IJ . L. _ i- Stu ow d- 2 .' S, . L . '4° b . `T S (S tVvw, '�' C.r'r►la C . ow. P A- R-Z. rAc..... \w, ..] w... 1`'`o vv. ay.. ' F t9tt.. t .-L (...0 h.A- ry 11■ t "‘. ...7 1,-4 ... C s L © v,.` b t N b..'{. t o n.L.S . 1) • 1-.. l S L o►y. w, o n.i,. c.:+rt . 1:Z ALL _. la- !-1. p N t ts NA ca'4 tl c 1 N C-1 v cl ft. /, . Fob (L p s% g ci Lc, w . p ara.t scam+ lx., ptl.t Co NAtq.G.4iam . 1S is 45V•••4 AA- 4-1. c.a‘vm)4 V '0 Q ....hv.... C 0 v. v` N ..---k- v C r 0 a 4 R. = L 9 (ci .. ¥ 2.0e (2`1.1 26'10 (35 4 3133 t1 V =v \ 33 (tw.5) - Ic 34 (146 $13 l b - C t 2. la S►.o w 25( 7- 0(.ZS) 1 So PAS M1> ,,, l S (10 0) 133 - 1)S o O 1!Z -- f t C l.ota.o 1►� cr6..A.S%. Ful\ .o a,D SSOE, Inc. U s CE. a S i mp ICI s pA? /4pp o,&c.L 4a Co o p R.r i Q EI a +t v e.. t 11 Lta Cn.str. I. De L. + o f Caste. 2. P X .t ar x ,r 10,' 19' g .i8.zs `1,15 1 I• >�b �{ - 2- �I 2 • 6.33 1■s • 1001 Madison Avenue 93`+(l4,o) (1aoo 1'69u ▪ 3 'Z.'L L t . 1034 Ib t. Zoo Toledo, Ohio 43824 • Fax (419) 255.6101 • (419) 255 -3830 W/b 1'1 i. +1..�, 41(2,4) = 9 8 \ pQ ,1 . 'r C r ra. rac1. D . 1.:.. r- SY p A� ra4-4. ` l.. o,c.6 9154 (30) 1- 6 34 134 (35,5)fi q 33 (Z-rE) t t.03 Ls) 31 r \20Vos V = o ©. x = '30.0' le 3 L 2 ( 0 . . ) ` .9tsAl C10 14 (I,9 ,5) 14. (5,$) Sheet No. of By 2 _ I lq Chk. l I Job No. II ip SSOE, Inc. U s CE. a S i mp ICI s pA? /4pp o,&c.L 4a Co o p R.r i Q EI a +t v e.. t 11 Lta Cn.str. I. De L. + o f Caste. 2. P X .t ar x ,r 10,' 19' g .i8.zs `1,15 1 I• >�b �{ - 2- �I 2 • 6.33 1■s • 1001 Madison Avenue 93`+(l4,o) (1aoo 1'69u ▪ 3 'Z.'L L t . 1034 Ib t. Zoo Toledo, Ohio 43824 • Fax (419) 255.6101 • (419) 255 -3830 W/b 1'1 i. +1..�, 41(2,4) = 9 8 \ pQ ,1 . 'r C r ra. rac1. D . 1.:.. r- SY p A� ra4-4. ` l.. o,c.6 9154 (30) 1- 6 34 134 (35,5)fi q 33 (Z-rE) t t.03 Ls) 31 r \20Vos V = o ©. x = '30.0' le 3 L 2 ( 0 . . ) ` .9tsAl C10 14 (I,9 ,5) 14. (5,$) Title Sheet No. of .. By, 4 L, / (-- l rtt Chk. / / 22 a3i}e SSOE, Inc. • 3015 112th Avenue, N.E., Suite 101 • Bellevue, Washington 98004 • Fax 206.827.8412 • 206.827-2950 C A .s Z. D. 4 ©.1 S I--.. L . -I- (C - At b .1._. t L . L . 1 oo..e..3 I C) e 1c Gr•p:r.,` D. L. 4 L.L 61.9 k.- I t ( see p ate. 3 � M d rn e t '1-n b. L.. 1- e .1 S w � 1to i 7-5(.15) 2,4 = 834 pR 3`1 B. 3 Y. -T-6 IY\ A.x Non U ^• .� (o' I- H 3 c L h.e.. 4-V_ re I a.4 w c, ti iv c.r�:. a:. S 1 M F ryu..w.� Q k W c . ∎s- \-1 L.. 0 c..as Cro ss Clem.., 2 S.4 (24) =. tc to 1b 5 V. i• - ∎1 e 2:.3 (7s,2.5) = 531 Ibs C , i - . N -1-. S; _ 30o. 166 PA.- -, lulao . 20c. z I■s 1Iacre:4,s% Titlev Sheet N of -^1 2 .. 'E. N I... N rA? ` \\ 1� ) \- -t..s, L Si. pr / o. 6 By /�Jl n � / / Chk. / / Job No. alBe SSOE, Inc. • 3015 112th Avenue N.E., Suite 101 • Bellevue, Washington 98004 • Fax 206-827-8412 • 206 - 827 -2950 R A... $1, ( 2. C- (.4 2 o I Pay o a06 -t- 11 0 s 12,E cA��tic.�, / � o Q 4.. �:.rc. 0_ L_. o/y1y L is ( . i 1 .- 7.5 - 3 co CR 4 11 oc I . 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TTP. 6 1/4 3 I/B I 1 MATERIAL' 1/2' ROUND STOCK MATERIAL 3 /8',ROUND STUCK L 31 III cjl u 1 20 3/8 SPACER TACK VELD IN PLACE . 3/8 X 3 SWAY BRACE FACING OPPOSITE TRUSS 1 2 1� 1 i : 3/0 X 3 SVAY BRACE FACING OPPOSITE RUNWAY TRUSS -� I/O SPACER TACK VELD IN PLACE 3/4 A325 THREADED ROD DOUBLE NUT WITH HIGH STRENGTH NUTS, TACK VELD LOVER NUT. SSOE, inc. • 3015 112th Avenue, N.E., Suite 101 • Bellevue, Washington 98004 • Fax 206 - 827.8412 • 206 - 827 -2950 MATERIAL, 5/8' M.S. MATERIAL' 1/2' ROUND SIOC a MATERIAL' 3/8' ROUND STE IS 1/2 - 3/8' SPACER TACK VELD IN PLACE APIA= m waxucc ( sli Il; I . !; I'�II W'. 4 II lq '. 1„ 1.: . � h1 n... ' ., 4: • 11,. • 1l! 12' I -BEAM f TRUSS �\ 1 /2' SPACER•• .TACK VELD IN PLACE • • • • • • 3/1'■•5 • A325 BOLT 1• DOUBLE NUT VITH HIGH STRENGTH NUTS, TACK VELD LOVER NUT. • Sheet No. of 2. 271 �= Chk. / / Job No. aSo/ SSOE, inc. • 3015 112th Avenue, N.E., Suite 101 • Bellevue, Washington 98004 • Fax 206 - 827.8412 • 206 - 827 -2950 MATERIAL, 5/8' M.S. 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TYP. 3 I/O MATERIAL* 3/0' ROUND SIOCK 3/0 SPACER. TACK VELD IN PLACE' TRUSS ,• w _, .. Sheet No. of 21 CI Milliriall Chk. / / Job No. 1 t " y SSOE, Inc. • 3015 112th Avenue, N.E., Suite 101 • Bellevue, Washington 98004 • Fax 206 -827 -8412 • 206.827 -2950 V3 %sA 1 S . Isi CSX9 1 PLASTIC SHOP RETROFIT f4;3 re r:, k ��� I . t V : Y� 1¢44 (� 1 • ENGINEERS f f ITECTS, ,.�� ', • . 3015 112TH AVENUE NORTHEAST, SUI ' 4O Y, "'BELLEVUE, WASHINGTON 98004- SSOE, INC. �.� . PLANNERS 827 -2950 FAX: (206) 827- 8412 PLASTIC SHOP RETROFIT for IKENWORTH TRUCK COMPANY Tukwila, Washington January 22, 1991 SSOE Job No 905012 Prepared by SSOE, INC. ENGINEERS - ARCHITECTS 3015 - 112th Avenue NE Bellevue, Washington (206)827 -2950 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON BIDDING REQUIREMENTS - Refer to documents provided by Owner CONTRACT CONDITIONS - Refer to documents provided by Owner DIVISION 1 01010 01045 01300 01500 01700 DIVISION 2 02060 02070 02511 02520 DIVISION 3 - CONCRETE - NOT USED DIVISION 4 - MASONRY (Masonry cleaning and restoration will be performed under separate contract) DIVISION 5 DIVISION 6 DIVISION 7 07410 07600 07900 DIVISION 8 08110 DIVISION 9 09900 DIVISION 15 15050 - 15710 - DIVISION 16 16000 - GENERAL REQUIREMENTS - Summary of Work - Cutting and Patching - Submittals - Temporary Facilities - Project Closeout - SITE WORK - Building Demolition - Selective Demolition - Hot -Mixed Asphalt Paving - Portland Cement Concrete Paving - MISCELLANEOUS METALS - NOT USED - CARPENTRY - NOT USED - THERMAL AND MOISTURE PROTECTION - Manufactured Wall Panels - Flashing and Sheet Metal - Joint Sealers - DOORS AND WINDOWS - Steel Doors and Frames - FINISHES - Painting TABLE OF CONTENTS DIVISIONS 10 THROUGH 14 - NOT USED - MECHANICAL General Plumbing Requirements Steam Piping Specialties - ELECTRICAL - Electrical KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON . PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.2 PROJECT DESCRIPTION J. SECTION 01010 SUMMARY OF WORK 1.1.1 Drawings and General Provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification sections, apply to this section. 1.2.1 The project consists of retrofitting the plastic shop and demolishing existing Building No. 11 and attached carport, and the Catalyst Storage shed at Kenworth Truck Company, Tukwila, Washington facilities. 1.3 SUMMARY OF WORK 1.3.1 Demolish the items listed below: A. "Spencer" vacuum system. B. Breathing air system (except service to "Gelcoat" booth). C. Make -up air units 136, 137, and 138. D. Natural gas fired make -up air units (2). E. Resin mix room tankage and associated lines and equipment. F. Sanding filter systems 6, 7, 8, 9, 11, 12, 13, 14, and 15. G. Lamination booths 2, 3, 4, and 5. H. Fiberglass curing oven. I. Outside resin storage tank system. 01010 1 SSOE 905012 All lines and equipment associated with the underground Acetone storage tank specified in . this section. Acetone sink, pumps, and associated lines and equipment. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON L. Hoist rail structures and supports No. C76 and C77. M. Fiberglass Department Laboratory Building. N. Building II and Adjoining Carport O. Catalyst Storage Building 1.3.2 Decommission and closure of the underground Acetone storage tank. 1.3.3 Renovate the following: A. Building B. Building C. Building D. Building E. Building F. Building heating system. fire sprinkler system. compressed air system. lighting system. electrical system. fire exits. B. Leaks in the building air systems. SSOE 905012 1.3.4 Repair the following: A. Holes, damage and other irregularities occurring in the walls, floors, or roof structures as a natural (or accidental) result of preforming the work described in this project description. (1) Make a determination of the requirements and submit costs to Kenworth with the bid. State price for this work separately in bid. C. Outside walls, where damaged (as specified on drawings). 1.3.5 Relocate and install two (2) steam heaters into the building heating system. 1.3.6 Furnish and install the following in the Fiberglass Building: A. Steam system piping, valves, fittings, hangers. 01010 -2 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON B. Sheet Metal, Wainscoting: Furnish and install sheet metal, wainscoting at ten (10) foot height on the interior walls of the production area. C. 120V and 480V receptacles, wiring, conduit supports, in production area as shown on drawings. 1.4 WORK UNDER OTHER CONTRACTS 1.4.1 A separate contract will be issued for masonry cleaning and restoration work. 1.5 CONTRACTOR USE OF PREMISES 1.5.1 General: During the construction period, the Contractor shall have full use of the premises for construction operations, including use of the site. The Contractor's use of the premises may be limited by the Owner's operations. 1.5.2 Confine operations to areas within contract limits indicated. Portions of the site beyond areas in which construction operations are indicated are not to be disturbed. 1.5.3 Keep driveways and entrances serving the premises clear and available to the Owner and the Owner's employees at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on site. 1.5.4 Use of the Existing Building: Maintain the existing building in a weathertight condition throughout the construction period. Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period. 2. PART 2 -- PRODUCTS 2.1 NOT APPLICABLE 3. PART 3 - EXECUTION 3.1 NOT APPLICABLE END OF SECTION 01010 -3 1. PART 1 - GENERAL 1.2 SUMMARY 1.3 SUBMITTALS KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON SECTION 01045 CUTTING AND PATCHING 1.1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division -1 Specification sections, apply to this section. 1.2.1 This Section specifies administrative and procedural requirements for cutting and patching. 1.2.2 Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. A. Requirements of this Section apply to mechanical and electrical installations. 1.2.3 Demolition of selected portions of the building for alterations is included in Section 02070 "Selective Demolition" and Section 01010 "Summary of Work." 1.3.1 Cutting and Patching Proposal: Where approval of procedures for cutting and patching is required before proceeding, submit a proposal describing procedures well in advance of the time cutting and patching will be performed and request approval to proceed. Include the following information, as applicable, in the proposal: 1.3.2 Describe the extent of cutting and patching required and how it is to be performed; indicate why it cannot be avoided. 1.3.3 Describe anticipated results in terms of changes to existing construction; include changes to structural elements and operating components as well as changes in the building's appearance and . other significant visual elements. 01045 -1 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 1.3.4 List products to be used and firms or entities that will perform Work. 1.3.5 Indicate dates when cutting and patching is to be performed. 1.3.6 List utilities that will be disturbed or affected, including those that will be relocated and those that will be temporarily out -of- service. Indicate how long service will be disrupted. 1.3.7 Where cutting and patching involves addition of reinforcement to structural elements, submit details and engineering calculations to show how reinforcement is integrated with the original structure. 1.3.8 Approval by the Architect to proceed with cutting and patching does not waive the Architect's right to later require complete removal and replacement of a part of the Work found to be unsatisfactory. 1.4 QUALITY ASSURANCE 1.4.1 Requirements for Structural Work: Do not cut and patch structural elements in a manner that would reduce their load- carrying capacity or load - deflection ratio. A. Obtain approval of the Owner's Representative before cutting and patching the following structural elements: Foundation construction. Bearing and retaining walls. Structural steel. Lintels. Structural decking. Miscellaneous structural metals. Equipment supports. Piping, ductwork, and equipment. 1.4.2 Operational and Safety Limitations: Do not cut and patch operating elements or safety related components in a manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or decreased operational life or safety. 01045 -2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 01045-4 SSOE 905012 3.2.3 Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. 3.2.4 Take all precautions necessary to avoid cutting existing pipe, conduit or ductwork serving the building, but scheduled to be removed or relocated until provisions have been made to bypass them. 3.3 PERFORMANCE 3.3.1 General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. A. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. 3.3.2 Cutting: Cut existing construction using methods least likely to damage elements to be retained or adjoining construction. Where possible review proposed procedures with the original installer; comply with the original installer's recommendations. A. In general, where cutting is required use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots neatly to size required with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. B. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. C. Cut through concrete and masonry using a cutting machine such as a carborundum saw or diamond core drill. D. By -pass utility services such as pipe or conduit, before cutting, where services are shown or required to be removed, relocated or abandoned. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 E. Cut -off pipe or conduit in walls or partitions to be removed. F. Cap, valve or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by- passing and cutting. 3.3.3 Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. A. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. B. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. C. Where removal of walls or partitions extends one finished area into another, patch and repair floor and wall surfaces in the new space to provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary to achieve uniform color and appearance. D. Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken containing the patch, after the patched area has received primer and second coat. 3.4 CLEANING 3.4.1 Thoroughly clean areas and spaces where cutting and patching is performed or used as access. 3.4.2 Remove completely paint, mortar, oils, putty and items of similar nature. 3.4.3 Thoroughly clean piping, conduit and similar features before painting or other finishing is applied. Restore damaged pipe covering to its original condition. END OF SECTION 01045 -5 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.2 DESCRIPTION OF WORK SECTION 01300 SUBMITTALS SSOE 905012 Drawings and General Provisions of the Contract, including General and Supplementary Conditions and other Division -1 Specifications, apply to work of this section. 1.2.1 Submit shop drawings, product data and samples required by the contract documents. 1.3 SHOP DRAWINGS AND PRODUCT DATA 1.3.1 Shop drawings include specifically prepared technical data for this project, including drawings, diagrams, performance curves, data sheets, schedules, templates, reports, calculations, instructions, measurements and similar information not in a standard printed form. 1.3.2 Product data includes standard printed information on materials, products, and systems submitted in manufacturer's standard form. A. Clearly mark pertinent products or models and delete information which is not applicable. 1.3.3 Drawings prepared by the Architect will not be accepted as shop drawings, even though the work of a particular fabricator or supplier may be superimposed thereon. 1.3.4 Shop drawings and product data shall show all pertinent information including: A. Performance characteristics and capacities B. Dimensions and clearances C. Quantities and sizes D. Wiring and piping diagrams and controls 01300 -1 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 1.4 SAMPLES 1.4.1 Samples include both fabricated and nonfabricated physical examples of materials and products. 1.4.2 Show color, texture, or other variations particular to the item for which samples are required. 1.4.3 Submit in manufacturer's standard size, unless a particular size is stated in the section where the item is specified. 1.4.4 If a quantity of a particular item is required to illustrate the full range of color, texture or other variation that can be expected in finished work, such quantity shall be provided in number specified. 1.5 CONTRACTOR RESPONSIBILITIES 1.5.1 Approve shop drawings, product data, samples and indicate approval by stamping such prior to submission. 1.5.2 Determine and verify field measurement, field construction criteria, catalog numbers and similar data, and conformance with specifications. 1.5.3 Coordinate each submittal with requirements of the work and of contract documents. 1.5.4 Notify Architect in writing, at time of submission, of any deviations in the submittal from that required by contract documents. 1.5.5 Do not begin fabrication or work which requires submittals until return of submittals with Architect's acceptance. 1.6 SUBMISSION REQUIREMENTS 1.6.1 Make submittals promptly in accordance with approved schedule, and in a sequence that will prevent delays in the work. A. Each submittal package shall be complete for that particular submittal and not rely on drawings and product data from any previous submittal. 01300 -2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 1.6.2 Submittals shall be made to Owner's Representative by the General Contractor only, and in no case directly by a subcontractor. 1.6.3 Make submittals promptly and cover each submittal with a transmittal letter. Properly identify submittals with project title, Architect's job number, and description of each separate item being submitted. 1.6.4 Submittal format A. Reproducible Shop Drawings: Form of a transparency with positive side "up." B. Product Data: Uniform in size as far as possible and no smaller than 8 -1/2" x 11 ". C. Samples shall be clearly identified with an attached tag. 1.6.5 Number of submittals A. Submit shop drawings in the form of one sepia and two prints. Exceptions will be noted directly on the sepia and returned to Contractor for distribution. Architect will provide prints of reviewed drawings for his own and Owners use. B. Product data, in the form of manufacturer's brochures, catalog cuts, standard schedules, performance charts, instructions, and diagrams shall be submitted in sufficient quantity, understanding that the Architect will retain three copies of submittal. C. Submit samples in duplicate, unless otherwise stated in the section of specification where item is specified. 1.6.6 Submittals content A. The project title and Architect's job number. B. The names of Contractor, supplier, and manufacturer. C. Identification of the product, with specification section number. 01300 -3 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1.7 ARCHITECT'S REVIEW D. Contractor's stamp, signed and dated, certifying approval and checking of the submittal, verification of product, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the work and of contract documents. E. Drawings prepared by manufacturer or supplier shall be signed and dated by the draftsperson and signed and dated by the drawing checker; drawings not appropriately signed will be returned for resubmittal without review by Architect. F. Date of submission and dates of any previous submissions. 1.7.1 Shop drawings and product data will be affixed with review stamp, dated and initialed by checker and marked within following format: A. Architect /Engineer review portion of the review stamp shall be interpreted as follows: COMMENT MEANING NO EXCEPTIONS TAKEN - ACCEPTANCE FOR CONSTRUCTION NOTE MARKINGS REJECTED COMMENTS ATTACHED B. Response required of Contractor portion the review stamp shall be interpreted follows: COMMENT PROCESS 01300 -4 - INCORPORATE MEANING CORRECTIONS INCORPORATE COMMENTS SSOE 905012 - NOT ACCEPTABLE PROCEED WITH CONSTRUCTION, INCORPORATE CORRECTIONS AND COMMENTS. of as KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON• RESUBMIT REVISE IN ACCORDANCE WITH CORRECTIONS OR COMMENTS AND RESUBMIT. 1.7.2 Submittals forwarded without Contractor's approval stamped on submittal will be returned for resubmittal without review by the Architect. 1.7.3 Review of sample by Architect will be in the form of a written acceptance or rejection. 1.7.4 Sample submittal will be retained by Architect for comparison to finished work for determining acceptance of the work. 1.7.5 The Architect (Engineer) will review and take appropriate action on shop drawings, product data, samples, and other submittals required by the contract documents. 1.7.6 This review will be only for general conformance with the design concept and general compliance with information given in the contract documents. It will not include review of quantities, dimensions, weights or gauges, fabrication process, construction methods, coordination with the work of other trades, or construction safety precautions, all of which are the sole responsibility of the Contractor. 1.7.7 The Architect's review will be conducted with reasonable promptness consistent with sound professional practice. 1.7.8 Review of a specific item will not indicate acceptance of an assembly of which the item is a component. 1.7.9 The Architect will not review and will not be responsible for any deviations from the contract documents not clearly noted by the Contractor, nor will the Architect review partial submissions or those for which submissions for correlated items have not been received. 1.7.10 Neither the receipt nor review of submittals by the Architect will relieve the Contractor of responsibility for performance of the work in accordance with requirements of the contract documents. 01300 -5 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1.8 RESUBMISSION REQUIREMENTS: 1.8.1 1.8.2. Indicate affected DISTRIBUTION and corrections and SSOE 905012 Make required changes resubmit until accepted. changes made by encirclement of the area and a revision mark. in accordance with requirements for submittal. Resubmit original Resubmit new Architect. samples when requested, by 1.9.1 Distribute reproductions of , shop . drawings and copies of product data which carry review stamp showing acceptance A. Provide above to subcontractors and suppliers, as required. . Retain final copy in field office. KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.2 SUMMARY SECTION 01500 TEMPORARY FACILITIES Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division -1 Specification sections, apply to this section. 1.2.1 This Section specifies requirements for temporary services and facilities, including utilities, construction and support facilities, security and protection. 1.2.2 Temporary construction and support facilities required include but are not limited to: A. Temporary heat. B. Storage sheds. C. Dewatering facilities and drains. D. Temporary enclosures. E. Waste disposal services. F. Construction aids and miscellaneous services and facilities. 1.2.3 Security and protection facilities required include but are not limited to: A. Temporary fire protection. B. Barricades, warning signs, lights. C. Environmental protection. 1.3 QUALITY ASSURANCE 1.3.1 Regulations: Comply with industry standards and applicable laws and regulations if authorities having jurisdiction, including but not limited to: 01500 -1 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON A. Building Code requirements. B. Health and safety regulations. C. Utility company regulations. D. Police, Fire Department and Rescue Squad rules. E. Environmental protection regulations. 1.3.2 Standards: Comply with NFPA Code 241, "Building Construction and Demolition Operations ", ANSI -A10 Series standards for "Safety Requirements for Construction and Demolition ", and NECA Electrical Design Library "Temporary Electrical Facilities." 1.4 PROJECT CONDITIONS 1.4.1 Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. 1.4.2 Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous dangerous or unsanitary conditions, or public nuisances to develop or persist on the site. 1.5 KENWORTH TRUCK COMPANY REGULATIONS 1.5.1 Comply with Kenworth safety regulations and other rules governing activities on Kenworth Truck Company property. 2. PART 2 - PRODUCTS 2.1 MATERIALS A. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with National Electric Code (NFPA 70). 2.1.1 General: Provide new materials; if acceptable to the Architect, undamaged previously used materials in serviceable condition may be used. Provide materials suitable for the use intended. A. For barriers, provide exterior type, minimum 3/8" thick plywood. 01500 -2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.2 EQUIPMENT 01500 -3 SSOE 905012 B. For safety barriers and similar uses, provide minimum 5/8" thick exterior plywood. 2.1.2 Tarpaulins: Provide waterproof, fire - resistant, UL labeled tarpaulins with flame- spread rating of 15 or less. For temporary enclosures provide translucent nylon reinforced laminated polyethylene or polyvinyl chloride fire retardant tarpaulins. 2.2.1 Water Hoses: Provide 3/4" heavy -duty, abrasion- resistant, flexible rubber hoses 100 ft. long, with pressure rating greater than the maximum pressure of the water distribution system; provide adjustable shut -off nozzles at hose discharge. 2.2.2 Electrical Outlets: Provide properly configured NEMA polarized outlets to prevent insertion of 110 -120 volt plugs into higher voltage outlets. Provide receptacle outlets equipped with ground -fault circuit interrupters, reset button and pilot light, for connection of power tools and equipment. 2.2.3 Electrical Power Cords: Provide grounded extension cords; use "hard- service" cords where exposed to abrasion and traffic. Provide waterproof connectors to connect separate lengths of electric cords, if single lengths will not reach areas where construction activities are in progress. 2.2.4 Lamps and Light Fixtures: Provide general service incandescent lamps of wattage required for adequate illumination. Provide guard cages or tempered glass enclosures, where exposed to breakage. Provide exterior fixtures where exposed to moisture. 2.2.5 Temporary Offices: The Owner will provide the Contractor an office and telephone service at the project site. A. The Owner's toilet facilities will be available for use by construction personnel. 2.2.6 Fire Extinguishers: Provide hand - carried, portable UL- rated, class "A" fire extinguishers for temporary offices and similar spaces. In other locations provide hand - carried, portable, KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3. PART 3 - EXECUTION 3.1 INSTALLATION 3.2 TEMPORARY UTILITIES SSOE 905012 UL- rated, class "ABC" dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classes for the exposures. A. Comply with NFPA 10 and 241 for classification, extinguishing agent and size required by location and class of fire exposure. 3.1.1 Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. 3.1.2 Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed, or are replaced by authorized use of completed permanent facilities. 3.2.1 Temporary Utilities: The Owner will furnish and pay for temporary utilities required for construction from existing building sources. 3.2.2 Contractor shall provide necessary hoses, extension cords, and exercise care not to abuse privilege. 3.2.3 Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If neither sewers nor drainage facilities can be lawfully used for discharge of effluent, provide containers to remove and dispose of effluent off the site in a lawful manner. A. Filter out excessive amounts of soil, construction debris, chemicals, oils and similar contaminants that might clog sewers or pollute waterways before discharge. B. Provide earthen embankments and similar barriers in and around excavations and subgrade construction, sufficient to prevent 01500 -4 3.4 COLLECTION AND DISPOSAL OF WASTE KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON flooding by runoff of storm water from heavy rains. 3.3 TEMPORARY CONSTRUCTION AND SUPPORT FACILITIES INSTALLATION 3.3.1 Locate storage sheds and other temporary construction and support facilities for easy access. 3.3.2 Maintain temporary construction and support facilities when no longer needed. 3.3.3 Toilets: Keep clean and maintain in a condition acceptable to the Owner. 3.3.4 Dewatering Facilities and Drains: Maintain the site, excavations and construction free of water. 3.3.5 Temporary Enclosures: Provide temporary enclosure for protection of construction in progress and completed, from exposure, foul weather, other construction operations and activities. A. Install tarpaulins securely, with incombustible wood framing and other materials. Close openings of 25 square feet or less with plywood or similar materials. B. Close openings through walls, floor, and roof. C. Where temporary wood or plywood enclosure exceeds 100 square feet in area, use UL- labeled fire - retardant treated material for framing and main sheathing. 3.3.6 Temporary Lifts and Hoists: Provide facilities for hoisting materials and employees. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities. 3.4.1 Collect waste from construction areas and elsewhere daily. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. 01500 -5 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.4.2 Enforce requirements strictly. Do not hold materials more than 7 days during normal weather or 3 days when the temperature is expected to rise above 80 deg F (27 deg C). 3.4.3 Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose of material in a lawful manner. 3.5 SECURITY AND PROTECTION FACILITIES INSTALLATION 3.5.1 Temporary Fire Protection: Maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations." A. Store combustible materials in containers in fire -safe locations. B. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, and access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas. C. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition. 3.5.2 Barricades, Warning Signs and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed provide lighting, including flashing red or amber lights. 3.6 ENVIRONMENTAL PROTECTION 3.6.1 Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways and subsoil might be contaminated or polluted, or that other undesirable effects might result. 01500 -6 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.7 OPERATION, TERMINATION, AND REMOVAL 3.7.4 Termination and Removal END OF SECTION 01500 -7 SSOE 905012 3.6.2 Avoid use of tools and equipment which produce harmful noise. Restrict use of noise making tools and equipment to hours that will minimize complaints from persons or firms near the site. 3.7.1 Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. 3.7.2 Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements. 3.7.3 Protection: Prevent water filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations. A. Unless the Owner requests that it be maintained longer, remove each temporary facility when the need has ended, or when replaced by authorized use of a permanent facility, or no later than Substantial Completion. B. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. C. Repair damaged Work, clean and replace construction satisfactorily repaired. D. Materials and facilities temporary facilities are Contractor. exposed surfaces that cannot be that constitute property of the KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION 01700 PROJECT CLOSEOUT SSOE 905012 1.1.1 Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification sections, apply to this section. 1.2 SUMMARY 1.2.1 This Section specifies administrative and procedural requirements for project closeout, including but not limited to: Inspection procedures. Project record document submittal. Operating and maintenance manual submittal. Submittal of warranties. Final cleaning. 1.3 SUBSTANTIAL COMPLETION 1.3.1 Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request. A. In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show. 100 percent completion for the portion of the Work claimed as substantially complete. Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum. B. If 100 percent completion cannot be shown, include a list of incomplete items, the value of incomplete construction, and reasons the Work is not complete. C. Advise Owner of pending insurance change -over requirements. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents. 01700 -1 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON E. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities; include occupancy permits, operating certificates and similar releases. F. Submit record drawings, maintenance manuals, final project photographs, and similar final record information. G. Make final change -over of permanent locks and transmit keys to the Owner. Advise the Owner's personnel of change -over in security provisions. H. Complete start -up testing of systems, and instruction of the Owner's operating and maintenance personnel. Discontinue or change over and remove temporary facilities from the site, along with construction tools, and similar elements. I. Complete final clean up requirements, including touch -up painting. Touch -up and otherwise repair and restore marred exposed finishes. 1.3.2 Inspection Procedures: On receipt of a request for inspection, the Owner's Representative will either proceed with inspection or advise the Contractor of unfilled requirements. The Owner's Representative will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. A. Results of the completed inspection will form the basis of requirements for final acceptance. 1.4 FINAL ACCEPTANCE 1.4.1 Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request. A. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include certificates of insurance for products and completed operations where required. 01700 -2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 B. Submit an updated final statement, accounting for final additional changes to the Contract Sum. C. Submit a certified copy of the Owner Representative's final inspection list of items to be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, and the list has been endorsed and dated by the Architect. D. Submit consent of surety to final payment, if bonds have been requested and provided. 1.5 RECORD DOCUMENT SUBMITTALS 1.5.1 General: Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire- resistive location; provide access to record documents for the Architect's reference during normal working hours. 1.5.2 Record Drawings: Maintain a clean, undamaged set of blue or black line white - prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately; where Shop Drawings are used, record a cross - reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. A. Mark record sets with red erasable pencil; use other colors to distinguish between variations in separate categories of the Work. B. Mark new information that is important to the Owner, but was not shown on Contract Drawings or Shop Drawings. C. Note related Change Order numbers where applicable. 01700 -3 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 D. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates and other identification on the cover of each set. 1.5.3 Record Specifications: Maintain one complete copy of the Project Manual, including addenda, and one copy of other written construction documents such as Change Orders and modifications issued in printed form during construction. A. Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications. B. Give particular attention to substitutions, selection of options and similar information on elements that are concealed or cannot otherwise be readily discerned later by direct observation. C. Note related record drawing information and Product Data. Upon completion of the Work, submit record Specifications for the Owner's records. 1.5.4 Record Product Data: Maintain one copy of each Product Data submittal. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site, and from the manufacturer's installation instructions and recommendations. Give particular attention to concealed products and portions of the Work which cannot otherwise be readily discerned later by direct observation. Note related Change Orders and mark -up of record drawings and Specifications. A. Upon completion of mark -up, submit complete set of record Product Data for the Owner's records. KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 1.5.5 Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record - keeping and submittals in connection with actual performance of the Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for continued use and reference. Submit for the Owner's records. 1.5.6 Maintenance Manuals: Organize operating and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual heavy -duty 2 -inch, 3 -ring vinyl - covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information: 2. PART 2 - PRODUCTS 2.1 NOT APPLICABLE 3. PART 3 - EXECUTION 3.1 CLOSEOUT PROCEDURES Emergency instructions. Spare parts list. Copies of warranties. Wiring diagrams. Inspection procedures. Shop Drawings and Product Data. 3.1.1 Operating and Maintenance Instructions: Arrange for each installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. If installers are not experienced in procedures, provide instruction by manufacturer's representatives. Include a detailed review of the following items: Maintenance manuals. Record documents. Spare parts and materials. Tools. Lubricants. Identification systems. 01700 -5 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.1.2 As part of instruction for operating equipment, demonstrate the following procedures: 3.2 FINAL CLEANING Control sequences. Hazards. Cleaning. Warranties and bonds. Maintenance agreements and similar continuing commitments. Start -up. Shutdown. Emergency operations. Noise and vibration adjustments. Safety procedures. Economy and efficiency adjustments. Effective energy utilization. 01700 -6 SSOE 905012 3.2.1 Cleaning: Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. 3.2.2 Complete the following cleaning operations before requesting inspection for Certification of Substantial Completion. A. Remove labels that are not permanent labels. B. Clean exposed exterior and interior hard- surfaced finishes to a dust -free condition, free of stains, films and similar foreign substances. Restore reflective surfaces to their original reflective condition. Leave concrete floors broom clean. C. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. D. Clean the site. Remove rubbish, litter and other foreign substances. Sweep paved areas broom clean; remove stains, spills and other foreign deposits. Rake grounds that are neither paved nor planted, to a smooth even- textured surface. 3.2.3 Removal of Protection: Remove temporary protection and facilities installed for protection of the Work during construction. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON. SSOE 905012 3.2.4 Compliance:. Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful or dangerous materials into drainage systems. Remove waste materials from the site and dispose of in a lawful manner. 3 Where-extra materials of value remaining after completion of associated Work have become the Owner's property, :store these. materials: as . directed by the.Owner's Representative. END OF SECTION KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.2 SUMMARY 1.3 SUBMITTALS 1.4 JOB CONDITIONS SECTION 02060 BUILDING DEMOLITION B. Catalyst storage shed. 1.1.1 Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to this section. 1.2.1 This Section requires removal and disposal, off site, of the following: A. Building No. 11 structure, attached carport and bull rail with the exception of the steam heater which is to be salvaged and relocated. 1.3.1 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 1.3.2 Proposed schedule of operations coordination for shutoff, capping, and continuation of utility services as required. Include this demolition in the schedule requested in Section 02070 - Selective Demolition. A. Provide a detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on -site operations. 1.3.3 Photographs of existing adjacent structures and . site improvements. 1.4.1 Occupancy: Structures to be demolished will be vacated and use discontinued prior to start of work. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 1.4.2 Condition of Structures: Owner assumes no responsibility for actual condition of structures to be demolished. A. Conditions existing at time of inspection for bidding purpose will be maintained by Owner insofar as practicable. However, variations within structure may occur by Owner's removal and salvage operations prior to start of demolition work. 1.4.3 Salvaged Materials Not Items of salvable value removed from structure Transport salvaged items removed. Requested by Owner: to Contractor may be as work progresses. from site as they are A. Storage or sale of removed items will not be permitted on site. 1.4.4 Explosives: The use of explosives will not be permitted. 1.4.5 Traffic: Conduct demolition operations and removal of debris to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. A. Do not close or obstruct streets, walks, or other occupied or used facilities without permission from authorities having jurisdiction. B. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. 1.4.6 Protections: Ensure safe passage of persons around area of demolition. Conduct operations to prevent damage to adjacent buildings, structures, and other facilities and injury to persons. A. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structures to be demolished and adjacent facilities to remain. B. Comply with shoring and bracing requirements specified in Section 02070. 02060-2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1.4.7 Damages: Promptly repair damages caused to adjacent facilities by demolition operations. 1.4.8 Utility Services: Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. A. Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and Kenworth. B. Disconnect and seal utilities serving structures to be demolished, prior to start of demolition work, upon written request of Contractor. 2. PART 2 - PRODUCTS 2.1 NOT APPLICABLE 3. PART 3 - EXECUTION 3.1 DEMOLITION SSOE 905012 3.1.1 Pollution Controls: Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt rising and scattering in air. Comply with governing regulations pertaining to environmental protection. A. Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution. 3.1.2 Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing prior to start of work. 3.1.3 Building Demolition: Demolish buildings completely and remove from site. Use such methods as required to complete work within limitations of governing regulations. A. Small structures may be removed intact when acceptable to Owner's Representative and approved by authorities having jurisdiction. 02060 -.3 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON B. Proceed with demolition in systematic manner, from top of structure to ground. Complete demolition work above each floor or tier before disturbing supporting members on lower levels. C. Demolish concrete and masonry in small sections. D. Remove structural framing members and lower to ground by hoists, derricks, or other suitable methods. E. Break up and remove concrete slabs -on- grade, unless otherwise shown to remain. F. Locate demolition equipment throughout structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing. 3.1.4 Below -Grade Construction: Demolish foundation walls and other below -grade construction, including concrete slabs, to a depth of not less than 12 inched below lowest foundation level. (For catalyst storage shed demolition only. Building #11 shall be demolished to concrete slab, which shall remain). 3.1.5 Filling Voids: Completely fill below -grade areas and voids resulting from demolition of structures. Fill areas to a point level with existing grade. A. Use satisfactory soil materials as defined in ASTM D 2487, consisting of stone, gravel, and sand, free from debris, trash, frozen materials, roots, and other organic matter. B. Prior to placement of fill materials, ensure that areas to be filled are free of standing water, frost, frozen material, trash, and debris. C. Place fill materials in horizontal layers not exceeding 6 inches in loose depth. Compact each layer at optimum moisture content of fill material to a density equal to original adjacent ground, but not less than 90 percent density when tested in accordance with ASTM D 1556, unless subsequent excavation for new work is required. 02060 -4 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 D. After fill placement and compaction, grade surface to meet adjacent contours and to provide flow to surface drainage structures. 3.2 SALVAGED MATERIALS 3.2.1 General: Remove steam heater carefully to avoid damages. Materials for reuse on this project are to be incorporated into new work as indicated in Section 01010. A. Except for items indicated to be retained as Owner's property, other removed and salvaged materials not indicated for reuse shall become Contractor's property and removed from site with further disposition at Contractor's option. 3.2.2 Vermin Control: Employ a certified, licensed exterminator and treat entire area of building demolition and removal in accordance with governing health regulations for rodent and insect control. 3.3. DISPOSAL OF DEMOLISHED MATERIALS 3.3.1 General: Remove weekly from site accumulated debris, rubbish, and other materials resulting from demolition operations. A. Burning of combustible materials from demolished structures will not be permitted on site. 3.3.2 Removal: Transport materials removed from demolished structures and legally dispose off site. END OF SECTION KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION 02070 SELECTIVE DEMOLITION SSOE 905012 1.1.1 Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to this section. 1.1.2 1.1.3 1.1.4 1.2 SUMMARY 1.3 SUBMITTALS Section 01010 - Summary of Work. Section 01045 - Cutting and Patching. Section 01500 - Temporary Facilities. 1.2.1 Refer to Section 01010 for description of items to be demolished. 1.3.1 Make submittals in accordance with the conditions of the contract and the Division 1 specification sections. 1.3.2 Photographs: Submit photographs of existing conditions of structure surfaces, equipment, and adjacent improvements that may be misconstrued as damage related to demolition or remodeling operations. A. File these photographs with Kenworth's Representative prior to the start of work. 1.4 JOB CONDITIONS 1.4.1 Occupancy: Conduct demolition and remodeling work in a manner that will minimize the need for disruption of Kenworth's normal operations. 1.4.2 Provide a minimum of 72 hours advance notice to Kenworth of work activities that will affect Kenworth's normal operations. 1.4.3 Conditions of Structures: Kenworth shall assume no responsibility for the actual condition of items or structures to be demolished or 02070 -1 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 renovated. The conditions existing at the time of inspection for bidding purposes will be maintained by Kenworth insofar as is practicable. However, minor variations within the structure may occur by Kenworth's removal and salvage operations prior to the start of work described in this specification. 1.4.4 Partial Demolition and Removal: Items indicated to be removed but of salvageable value to the Contractor may be removed from the job site as work progresses: A. Storage or sale of removed items on site will not be permitted. 1.4.5 Protections: Provide temporary barricades and other forms of protection to protect Kenworth personnel and the general public from injury during demolition work. These protections shall include, but not be limited to: A. Protective measures required to provide free and safe passage of Kenworth personnel to adjacent work sites. B. Temporary covered passageways required by local authorities having jurisdiction. C. Interior and exterior shoring, bracing, and support to prevent movement, settlement, or collapse of structures or building elements not scheduled for demolition. D. Protective measures required to protect from damage existing finish work that is to remain in place. E. Suitable coverings to protect floors. F. Temporary weather protection during interval between demolition and removal of existing construction on exterior surfaces and installation of new construction to ensure that no water leakage or damage occurs to structure or interior areas of existing building. 1.4.6 Damages: Repair all damages caused to adjacent facilities by demolition and remodeling work. 1.4.7 Traffic: Conduct demolition work and debris removal so as not to interfere with roads, 02070 -2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2. PART 2 - PRODUCTS 2.1 NOT APPLICABLE 3. PART 3 - EXECUTION 3.1 PREPARATION 3.1.2 Protection 02070 -3 SSOE 905012 streets, walks, and other adjacent occupied or used facilities. 1.4.8 Flame Cutting: Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as the interior of ducts and pipe spaces: A. Verify the condition of hidden spaces before starting flame cutting operations. B. Maintain portable fire suppression devices during flame cutting operations. 1.4.9 Environmental Controls: A. Do not use water when it may create hazardous or objectional conditions such as ice, flooding, or pollution. 3.1.1 Shoring and Bracing A. Provide interior and exterior shoring, bracing, or support to prevent movement, settlement, or collapse of structures or elements which are not specified or indicated to be demolished. B. Cease operations immediately and notify Kenworth's Representative immediately if the safety of a structure appears to be endangered. C. Take precautions to support the structure until a determination is made for continuing operations. A. Cover and protect furniture, equipment, and fixtures from soilage and damage when work is performed in areas where such items have not been removed. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON B. Erect and maintain dustproof partitions and closures as required to prevent the spread of dust or fumes to areas occupied by Kenworth personnel. C. Provide weatherproof closures for exterior openings resulting from demolition work. 3.1.3 Utilities 3.2 SELECTIVE DEMOLITION 3.2.1 "Spencer" Vacuum System: SSOE 905012 A. Locate, identify, stub off, and disconnect utility services that are not indicated to remain. B. Provide a minimum of 72 hours advance to Kenworth of a utility service interruption that will affect Kenworth's normal operations. A. Remove electrical service back to disconnect (located on the outside east wall) and plug hole in disc. B. Disconnect and remove outside compressed air line and plug service at exterior wall. C. Remove outside electric motor, vacuum pump unit, and steel mounting plate. D. Remove outside dust collection tank and outside ductwork. E. Remove outside protective "bull rail ". F. Remove all interior vacuum lines and supports. (Approximately 400 feet of tubing). G. Repair hole produced in building wall from removing lines. H. Repair pavement. 3.2.2 Breathing Air System A. Disconnect and remove all breathing air lines and supports providing service to the building except those which provide service to the "Gelcoat" booth. Cap off all 02070 -4 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON abandoned branches. Refer to Drawing D -1 for disconnection points. B. Provide pipe support at the Gelcoat booth tie -in point at the location described on Drawing D -1. 3.2.3 Air Make -up Unit No. 136 (located above fiberglass curing oven). A. Remove steam and condensate lines and associated fittings and supports as shown on Drawing D -2. B. Remove electrical conduit and wiring back to junction box (located on east wall) and cap and seal hole in box. D. Repair outside wall and insulation. 3.2.4 Air Make -up Units No. 137 and 138) located above Sanding Filter Unit No. 14) A. Remove steam and condensate lines and associated fittings, supports, and condensate tank as shown on Drawing D -2. B. Remove electrical service (conduit and wiring) back to wall junction box and cap and seal hole in box. C. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. D. Remove air make -up units, blower motors, and ductwork. E. Remove "cat walk" and all supports. F. Repair outside wall and insulation. 3.2.5 Natural Gas Fired Air Make -up Unit - North A. Remove sprinkler lines under ductwork back to first tee and plug. SSOE 905012 C. Remove air make -up unit, blower motor, ductwork (inside and out) and supports. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 B. Remove electrical conduit and wire (located on outside of east wall) back to main breaker in the electrical room. C. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. D. Remove natural gas line back to main service in underground tunnel and cap. E. Remove ductwork, supports, and diverter. F. Remove outside blower motor, housing, and support structure. G. Do not remove the transformer located under the air make -up unit structure. Provide support for the transformer conduit to compensate for support lost by demolition of the air make -up unit. H. Repair outside wall, insulation, and pavement. 3.2.6 Natural Gas Fired Air Make -up Unit - South A. Remove sprinkler lines under ductwork back to main . supply and cap. B. Remove electrical conduit and wire (located on outside of east wall) back to main breaker in the electrical room. C. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. D. Remove natural gas line back to main service in underground tunnel in conjunction with the removal of the natural gas line going to the north unit. E. Remove inside ductwork and supports. F. Remove outside blower motor, housing, and support structure. G. Remove outside protective "bull rail ". H. Repair outside wall, insulation, and pavement. 02070 -6 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON E. 3.2.7 Resin Mix Room Tankage and Associated Lines and Equipment Throughout Building A. Remove main, 6 inch, insulated resin line from outside storage tanks to day tank. B. Remove all catalyzed and promoted resin lines and supports within resin mix room and throughout fiberglass building. C. Remove all acetone lines and supports within resin mix room and throughout building back to underground Acetone storage tank. In accordance with guidelines in section 02061. D. Remove electrical service steam heater fan, mixers, associated resin mix room junction box(es) outside seal holes. H. Remove the steam heater for later . reinstallation into the main production area. I. Repair floors, walls, and wall penetrations. 3.2.8 Sanding Filter System No. 6 A. Remove sprinkler lines back to first sprinkler head on main and plug. B. Remove compressed air line at unit to first cross and plug. C. Remove air line to compressed air station on side of unit to first tee and plug. D. Remove breathing air supply as previously specified in this section. 02070 -7 SSOE 905012 to control panel, control valve, and equipment, back to of room. Cap and Remove compressed air service back to main supply and cap. F. Remove day tank, pump, control panel, mixers, and associated equipment. G. Remove steam and condensate lines, valves, fittings, and supports from the steam heater back to the main supply and return lines and plug. (In accordance with Drawing D -2). KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 E. Remove electrical service back to junction box (located on column). Cap and seal hole in box. F. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. G. Remove overhead ductwork, supports, and blower motor. H. Remove filter bank structure. I. Removal wall fan between Columns C6 and C7 and repair wall. J. Repair floor and wall. 3.2.9 Sanding Filter System No. 7 A. Remove sprinkler lines back to first sprinkler head on main and plug. B. Remove side mounted compressed air station and supply line back to first tee and plug. C. Remove breathing air supply as previously specified in this section. D. Remove electrical service back to junction box (located on column). Cap and seal hole in box. E. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. F. Remove overhead ductwork, supports, and blower motor. G. Remove filter bank structure. H. Repair floor and wall. 3.2.10 Sanding Filter System No. 8 A. Remove sprinkler lines back to first sprinkler head on main and plug. B. Disconnect compressed air hose and reel from main supply and plug. 02070 -8 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 C. Remove breathing air supply as previously specified in this section. D. Remove electrical service back to junction box (located on column). Cap and seal hole in box. E. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. F. Remove overhead ductwork, supports, and blower motor. G. Remove filter bank structure. H. Repair floor and walls. 3.2.11 Sanding Filter System No. 9 A. Remove sprinkler lines back to first sprinkler head on main and plug. B. Remove air hoses on reels mounted on Columns C -9 and C -10 back to main tees and plug. C. Remove breathing air supply as previously specified in this section. D. Remove electrical service back to junction box (located on column). Cap and seal hole in box. E. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. F. Remove overhead ductwork, supports, and . blower motor. G. Remove filter bank structure. H. Repair floor and walls. 3.2.12 Sanding Filter Systems No. 11, 12, and 13 A. Remove sprinkler lines from duct and filter bank, back to 4 inch tee and blind at flange. B. Remove air lines and hose reels back to valve at main supply and plug. 02070 -9 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON C. Remove breathing air supply as previously specified in this section. D. Remove electrical junction box. E. Remove start /stop northeast corner pull box, above). SSOE 905012 service back to west wall pushbutton (located in the of building along wall to Cap and seal hole. F. Cut and remove overhead ductwork and supports to roof penetrations. Do not disturb flashing or duct going through roof. G. Remove three (3) blower motors and ductwork on roof. Cut ductwork at roof without disturbing roof penetrations. Cap, seal, and weatherproof roof penetrations. H. Remove filter bank structure. I. Remove sheet metal wall at north side of units. J. Remove overhead ceiling, supports. lights, and 02070 -10 K. Remove protective to the units. L. Repair floor, wall, and roof. 3.2.13 Sanding Filter System No. 14 A. Remove sprinkler lines back to tee diverting fire water outside of building and plug. B. Remove five (5) hose reels and supply lines back to tee on main supply(running along the west wall) and plug. C. Remove breathing air supply as previously specified in this section. D. Remove electrical conduit and wire back to junction box on west wall. Cap and seal hole in box. "bull rails" located next E. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 F. Cut and remove overhead ductwork and supports to roof penetration but do not disturb roof penetration or flashing. G. Cut and remove ductwork and blower motor on roof. Cap, seal, and weatherproof remaining roof penetration. H. Remove filter bank structure. I. Repair floor, walls, and roof. 3.2.14 Sanding Filter System No. 15 A. Remove sprinkler lines back to first tee and plug. B. Remove compressed air lines to first tee at main supply (running along west wall) and plug. C. Remove breathing air supply as previously specified in this section. D. Remove electrical service back to wall junction box. E. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. F. Remove overhead ductwork, supports, and blower motor. G. Remove filter bank structure. H. Remove protective "bull rail" located next to unit. I. Remove floor mounted vise. J. Repair floor and walls. 3.2.15 Lamination Filter System No. A. Remove sprinkler lines in filter bank back to first tee and plug. B. Remove sprinkler line in ductwork back to threadolet in main and plug. 02070 -11 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 C. Remove breathing air supply as previously specified in this section. D. Remove electrical conduit and wiring back to west wall junction box. Cap and seal hole in box. E. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. F. Cut ductwork at roof penetration without disturbing penetration through roof. Remove all ductwork, supports, and blower motor (on roof) . G. Cap, seal, insulate, and weatherproof remaining roof penetration. H. Remove overhang roof and supports. I. Remove filter bank. J. Repair floor, walls, and roof. 3.2.16 Lamination Filter System No. 3 A. Remove sprinkler lines in filter bank back to first tee and plug. B. Remove sprinkler line in ductwork back to threadolet in main and plug. C. Remove breathing air supply as previously specified in this section. D. Remove electrical conduit and wiring back to west wall junction box. Cap and seal hole in box. E. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. F. Cut ductwork at roof penetration without disturbing penetration through roof. Remove all ductwork, supports, and blower motor (on roof) . G. Cap, seal, insulate, and weatherproof remaining roof penetration. 02070 -12 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 H. Remove overhang roof and supports. I. Remove filter bank. J. Repair floor, walls, and roof. 3.2.17 Lamination Filter System No. 4 A. Remove sprinkler lines in filter bank back to sprinkler head at main and plug. B. Remove sprinkler line in ductwork back to threadolet in main and plug. C. Remove breathing air supply as previously specified in this section. D. Remove electrical conduit and wiring back to west wall junction box. Cap and seal hole in box. E. Remove start /stop pushbutton (located in the northeast corner of building along wall to pull box, above). Cap and seal hole. F. Cut ductwork at roof penetration without disturbing penetration through roof. Remove all ductwork, supports, and blower motor (on roof). G. Cap, seal, insulate, and weatherproof remaining roof penetration. H. Remove overhang roof and supports. I. Remove filter bank. J. Repair floor, walls, and roof. 3.2.18 Lamination Filter System No. 5 A. Remove sprinkler lines in filter bank and ductwork back to threadolet at main and plug. B. Remove electrical conduit and wiring back to west wall junction box. Cap and seal hole in box. C. Remove start /stop pushbutton (located. in the northeast corner of building along wall to pull box, above). Cap and seal. hole. 02070 -13 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 02070 --14. SSOE 905012 D. Cut ductwork at roof penetration without disturbing penetration through roof. Remove all ductwork, supports, and blower motor (on roof). E. Cap, seal, insulate, and weatherproof remaining roof penetration. F. Remove overhang roof and supports. G. Remove filter bank. H. Repair floor, walls, and roof. 3.2.19 Fiberglass Curing Oven A. Remove all sprinkler lines inside oven and under overhead doors, back to main and cap. B. Remove all electrical conduit and wiring (located on east wall) back to main junction box. C. Remove protective "bull rails" inside oven. D. Remove four (4) overhead doors, including motors and supports. E. Remove all sheet metal from oven walls. F. Remove the steam, high pressure alarm, and shutoff system consisting of an electrically actuated shutoff valve, air horn, sensor, air supply line, and electrical supply line, to be removed (with conduit) back to the roof frame mounted junction box. Cap and seal hole in box. G. Remove all associated, steam, and condensate lines, valves, fittings, and supports in accordance with Drawing D -2. (Approximately 6 inch spacing of steam lines on oven walls). H. Remove the condensate flash tank and supports. I. Remove all lighting fixtures, conduit and wiring inside oven. . Remove recovery blower motor, duct work, and supports. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.3 SALVAGED MATERIALS SSOE 905012 K. Remove all wood walls, ceiling, supports, and insulation. L. Repair walls and floor. M. Cap and seal roof penetration from the removal of the pressure relief valve discharge piping, if it cannot be used by the new relief valve to be installed at floor level. 3.2.20 Hoist Rail Structures No. C76 and C77 A. Remove hoist rail structure No. C76 consisting of three (3) I -beams and supports. B. Remove hoist rail structure No. C77 consisting of two (2) I -beams and supports. 3.2.21 Fiberglass Department Laboratory Building. A. Disconnect and remove electrical service back to Fiberglass Building breaker and cap and seal roof penetration. B. Transport building to location to be specified by Kenworth. 3.3.1 Equipment specified as being "salvage" shall remain the property of Kenworth after demolition. After removing, transport these items from the demolition area to the Boneyard 1 site located approximately 150' to the south. 3.3.2 Take precautions to ensure that all items designated "salvage" are not damaged during demolition. 3.3.3 In the event that a salvageable item is damaged by the Contractor due to negligence, the Contractor shall repair the damage or replace the item at no cost to Kenworth. 3.3.4 Where disassembly of a salvageable item is required for removal or transportation, dismantle the item in as few parts as possible. 02070 -15 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 02070 -16 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON the start of operations, unless otherwise specified. END OF SECTION SSOE 905012 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to this section. 1.2 SUMMARY 1.3 SUBMITTALS SECTION 02511 HOT -MIXED ASPHALT PAVING SSOE 905012 1.2.1 Cut and patch asphalt paving as indicated on drawings, as specified and as required for proper completion of the work. 1.2.2 The work also includes saw - cutting of edges of existing pavement proofrolling of subgrade, and bringing subgrade up to level of adjacent subgrade. 1.3.1 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 1.3.2 Material Certificates signed by material producer and Contractor, certifying that each material item complies with or exceeds specified requirements. 1.4 SITE CONDITIONS 1.4.1 Weather Limitations: Apply prime and tack coats when ambient temperature is above 50 deg F (10 deg C) and when temperature has not been below 35 deg F (1 deg C) for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. 1.4.2 Construct hot -mixed asphalt surface course when atmospheric temperature is above 40 deg F (4 deg C) and when base is dry. Base course may be placed when air temperature is above 30 deg F (minus 1 deg C) and rising. 1.4.3 Grade Control: Establish and maintain required lines and elevations. '02511 -1 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 2. PART 2 - PRODUCTS 2.1 MATERIALS 2.1.1 General: Use locally available materials and gradations that exhibit a satisfactory record of previous installations. 2.1.2 Coarse Aggregate: Sound, angular crushed stone, crushed gravel, complying with ASTM D 692 -88. 2.1.3 Fine Aggregate: Sharp -edged natural sand or sand prepared from stone, gravel, or combinations thereof, complying with ASTM D 1073. 2.1.4 Prime Coat: Cut -back asphalt type, ASTM D 2027; MC -30, MC -70 or MC -250. 2.1.5 Tack Coat: Emulsified asphalt; ASTM D 977. 2.1.6 Herbicide Treatment: Commercial chemical for weed control, registered by Environmental Protection Agency. Provide granular, liquid, or wettable powder form. A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include, but are not limited to, the following: Ciba -Geigy Corp. Dow Chemical U.S.A. E.I. Du Pont de Nemours & Co., Inc. U.S. Borax and Chemical Corp. 2.2 ASPHALT- AGGREGATE MIXTURE 2.2.1 Provide plant - mixed, hot -laid asphalt- aggregate mixture complying with ASTM D 3515 and as recommended by local paving authorities to suit project conditions and match existing paving. 3. PART 3 - EXECUTION 3.1 SURFACE PREPARATION 3.1.1 General: Remove loose material from compacted subbase surface immediately before applying herbicide treatment or prime coat. 02511 -2 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.1.2 Proof -roll prepared subbase surface to check for unstable areas and areas requiring additional compaction. 3.1.3 Notify Contractor of unsatisfactory conditions. Do not begin paving work until deficient subbase areas have been corrected and are ready to receive paving. 3.1.4 Herbicide Treatment: Apply chemical weed control agent in strict compliance with manufacturer's recommended dosages and application instructions. Apply to compacted, dry subbase prior to application of prime coat. 3.1.5 Prime Coat: Apply at rate of 0.20 to 0.50 gal. per sq. yd., over compacted subgrade. Apply material to penetrate and seal, but not flood, surface. Cure and dry as long as necessary to attain penetration and evaporation of volatile. 3.1.6 Tack Coat: Apply to contact surfaces of previously constructed asphalt or Portland cement concrete and surfaces abutting or projecting into hot -mixed asphalt pavement. Distribute at rate of 0.05 to 0.15 gal. per sq. yd. of surface. A. Allow to dry until at proper condition to receive paving. 3.1.7 Exercise care in applying bituminous materials to avoid smearing of adjoining concrete surfaces. Remove and clean damaged surfaces. 3.2 PLACING MIX 3.2.1 General: Place hot -mixed asphalt mixture on prepared surface, spread, and strike off. Spread mixture at minimum temperature of 225 deg F (107 deg C). Place areas inaccessible to equipment by hand. Place each course to required grade, cross - section, and compacted thickness. 3.2.2 Pavement Placing: Place in strips not less than 10 feet wide, unless otherwise acceptable to Owner's Representative. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete base course for a section before placing surface course. 02511 -3 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.2.3 Immediately correct surface irregularities in finish course behind paver. Remove excess material forming high spots with shovel or lute. 3.2.4 Joints: Make joints between old and new pavements, or between successive days' work, to ensure continuous bond between adjoining work. Construct joints to have same texture, density, and smoothness as other sections of hot -mixed asphalt course. Clean contact surfaces and apply tack coat. 3.3 ROLLING 3.3.1 General: Begin rolling when mixture will bear roller weight without excessive displacement. 3.3.2 Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. 3.3.3 Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge. Check surface after breakdown rolling and repair displaced areas by loosening and filling, if required, with hot material. 3.3.4 Second Rolling: Follow breakdown rolling as soon as possible, while mixture is hot. Continue second rolling until mixture has been evenly compacted. 3.3.5 Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of roller marks. Continue rolling until roller marks are eliminated and course has attained 95 percent laboratory density. 3.3.6 Patching of Defective Areas: Remove and replace paving areas mixed with foreign materials and defective areas. Cut out such areas and fill with fresh, hot hot -mixed asphalt. Compact by rolling to specified surface density and smoothness. 3.3.7 Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. 3.3.8 Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. 02511 -4 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 3.4 FIELD QUALITY CONTROL 3.4.1 General: Testing in -place hot - mixed asphalt courses for compliance with requirements for thickness and surface smoothness will be done by Owner's testing laboratory. Repair or remove and replace unacceptable paving as directed by Owner's Representative. 3.4.2 Thickness: Match existing paving. 3.4.3 Surface Smoothness: Test finished surface of each hot -mixed asphalt course for smoothness, using 10 -foot straightedge applied parallel with and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding the following tolerances for smoothness: KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.2 SUMMARY SECTION 02520 PORTLAND CEMENT CONCRETE PAVING 1.1.1 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to this section. 1.2.1 Cut and patch portland cement concrete paving as shown on drawings, as specified, and as required for proper completion of work under this contract. 1.2.2 The work also includes saw - cutting edges of existing paving, proofrolling subgrade, and bringing subgrade up to level of adjacent subgrade. 1.2.3 Joint fillers and sealers are specified in Division 7. 1.3 SUBMITTALS 1.3.1 Provide samples, manufacturer's product data, test reports, and . materials' certifications for concrete and joint fillers and sealers. 1.3.2 1.4 QUALITY ASSURANCE Materials certificates: Materials certificates shall be signed by manufacturer and Contractor, certifying that each material item complies with or exceeds specified requirements. Provide certification from admixture manufacturers that chloride content complies with specification requirements. 1.4.1 Codes and Standards: Comply with local governing regulations if more stringent than herein specified. 1.5, JOB CONDITIONS 02520 -1 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1.5.1 Traffic Control: Maintain access for vehicular and pedestrian traffic and as required for other construction activities. 1.5.2 Cold- Weather Placing: Comply with provisions of ACI 306. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1.5.3 Hot - Weather Placing: conditions exist that quality and strength of in compliance with ACI 2. PART 2 - PRODUCTS 2.1 MATERIALS 2.1.1 Forms: Steel, wood, or other suitable material of size and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal. Use straight forms, free of distortion and defects. A. Use flexible spring steel forms or laminated boards to form radius bends as required. B. Coat forms with a nonstaining form release agent that will not discolor or deface surface of concrete. 2.1.2 Portland Cement: ASTM C otherwise indicated in the 2.1.3 Normal Weight Aggregates: ASTM C 33. SSOE 905012 When hot weather would seriously impair concrete, place concrete 305. 150, Type I unless drawings. A. For exterior exposed surfaces, do not use fine or coarse aggregates containing spalling- causing deleterious substances. 2.1.4 Lightweight Aggregates: ASTM C 330. 2.1.5 Water: Drinkable. 2.1.6 Admixtures, General: Provide admixtures for concrete that contain not more than 0.1 percent chloride ions. 2.1.7 Air - Entraining Admixture: ASTM C 260, certified by manufacturer to be compatible with other admixtures. 02520 -2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.2 CONCRETE MIX, DESIGN, AND TESTING 02520 -3 SSOE 905012 A. Available Products: with requirements, incorporated in the not limited to, the "Air- Tite," Cormix. "Air -Mix" or "Perma- Air," Euclid Chemical Co. "Darex AEA" or "Daravair," W.R. Grace & Co. "MB -VR" or "Micro- Air," Master Builders, Inc. "Sealtight AEA," W.R. Meadows, Inc. "Sika AER," Sika Corp. 2.1.8 Expansion Joint Materials: Comply with requirements of applicable Division 7 sections for preformed expansion joint fillers and sealers. Subject to compliance products that may be work include, but are following: 2.1.9 Antispalling Compound: Combination of boiled linseed oil and mineral spirits, complying with AASHTO M -233. Do not use forming and sealing curing compound with antispalling compound. 2.1.10 Bonding Compound: Polyvinyl acetate or acrylic base, rewettable type. Products: Subject to compliance with requirements, provide one of the following: "J -40 Bonding Agent "; Dayton Superior Corp. "Weldcrete "; Larsen Products. "Intralok "; W.R. Meadows. "Everbond "; L & M Construction Chemicals. "EucoWeld "; Euclid Chemical Co. "Hornweld "; A. C. Horn. "Sonocrete "; Sonneborn- Contech. "Acrylic Bondcrete "; The Burke Co. 2.2.1 Job -Site Mixing: Mix materials for concrete in appropriate drum -type batch machine mixer. For mixers of one cu. yd. or smaller capacity, continue mixing at least 1 -1/2 minutes, but not more than 5 minutes after ingredients are in mixer, before any part of batch is released. For mixers of capacity larger than one cu. yd., increase minimum 1 -1/2 minutes of mixing time by 15 seconds for each additional cu. yd. or fraction thereof. KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON A. Provide batch ticket for each batch discharged and used in work, indicating project identification name and number, date, mix type, mix time, quantity, and amount of water introduced. 2.2.2 Ready -Mix Concrete: Comply with requirements of ASTM C 94. 2.2.3 Design mix to produce normal- weight concrete consisting of portland cement, aggregate, water - reducing or high -range water-reducing admixture (superplasticizer), air- entraining admixture, and water to produce the following properties: A. Compressive Strength: 3000 psi, minimum at 28 days, unless otherwise indicated on drawings. B. Slump Limits: 8 inches minimum for concrete containing high- range water - reducing admixture (superplasticizer); 3 inches for other concrete. C. Air Content: 5 to 8 percent. 3. PART 3 - EXECUTION 3.1 SURFACE PREPARATION 3.1.1 Add additional fill as required to bring subgrade to same level as existing subgrade. 3.1.2 Remove loose material from compacted subbase surface immediately before placing concrete. 3.1.3 Proof -roll prepared subbase surface to check for unstable areas and need for additional compaction. Do not begin paving work until such conditions have been corrected and are ready to receive paving. 3.2 FORM CONSTRUCTION 3.2.1 Set forms to required grades and lines, braced and secured. Install forms to allow continuous progress of work and so that forms can remain in place at least 24 hours after concrete placement. 3.2.2 Check completed formwork for grade and alignment to following tolerances: 02520-4 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.3 CONCRETE PLACEMENT 02520 -5 SSOE 905012 A. Top of forms not more than 1/8 inch in 10 feet. B. Vertical face on longitudinal axis, not more than 1/4 inch in 10 feet. 3.2.3 Clean forms after each use and coat with form release agent as required to ensure separation from concrete without damage. 3.3.1 General: Comply with ACI 304, "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete ". 3.3.2 Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete that has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints. Deposit concrete to avoid segregation at its final location. 3.3.3 Do not place concrete until subbase and forms have been checked for line and grade. Moisten subbase if required to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. 3.3.4 Place concrete by methods that prevent segregation of mix. Consolidate concrete along face of forms and adjacent to transverse joints with internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only square -faced shovels for hand - spreading and consolidation. Consolidate with care to prevent dislocation of reinforcing, dowels, and joint devices. 3.3.5 Use bonding agent at locations where fresh concrete is placed against existing concrete, or hardened or partially hardened concrete surfaces. 3.3.6 Deposit and spread concrete in a continuous operation between transverse joints as far as possible. If interrupted for more than 1/2 hour, place a construction joint. KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.4 JOINTS 3.4.1 General: Construct expansion, weakened -plane (contraction), and construction joints true to line with face perpendicular to surface of concrete. Construct transverse joints at right angles to the centerline, unless otherwise indicated. 3.4.2 When joining existing structures, place transverse joints to align with previously placed joints, unless otherwise indicated. 3.4.3 Weakened -Plane (Contraction) Joints: Provide weakened -plane (contraction) joints, sectioning concrete into areas as shown on drawings. Construct weakened -plane joints for a depth equal to at least 1/4 concrete thickness, as follows: 3.4.4 Tooled Joints: Form weakened -plane joints in fresh concrete by grooving top portion with a recommended cutting tool and finishing edges with a jointer. 3.4.5 Sawed Joints: Form weakened -plane joints with powered saws equipped with shatterproof abrasive or diamond - rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. 3.4.6 Inserts: Use embedded strips of metal or sealed wood to form weakened -plane joints. Set strips into plastic concrete and carefully remove strips after concrete has hardened. 3.4.7 Construction Joints: Place construction joints at end of placements and at locations where placement operations are stopped for more than 1/2 hour, except where such placements terminate at expansion joints. A. Construct joints as shown or, if not shown, use standard metal keyway - section forms. 3.4.8 Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, walks, and other fixed objects, unless otherwise indicated. 02520 -6 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.4.9 Extend joint fillers full width and depth of joint, not less than 1/2 inch or more than 1 inch below finished surface where joint sealer is indicated. If no joint sealer, place top of joint filler flush with finished concrete surface. 3.4.10 Furnish joint fillers in one -piece lengths for full width being placed wherever possible. Where more than one length is required, lace or clip joint filler sections together. 3.4.11 Protect top edge of joint filler during concrete placement with a metal cap or other temporary material. Remove protection after concrete has been placed on both sides of joint. 3.4.12 Fillers and Sealants: Comply with requirements of applicable Division 7 sections for preparation of joints, materials, installation, and performance. 3.5 CONCRETE FINISHING 3.5.1 After striking -off and consolidating concrete, smooth surface by screeding and floating. Use hand methods only where mechanical floating is not possible. Adjust floating to compact surface and produce uniform texture. 3.5.2 After floating, test surface for trueness with a 10 -ft. straightedge. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish. 3.5.3 Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool, and round to 1/2 -inch radius, unless otherwise indicated. Eliminate tool marks on concrete surface. 3.5.4 After completion of floating and when excess moisture or surface sheen has disappeared, complete troweling and finish surface as follows: 3.5.5 Finish: Match finish of existing paving. 3.5.6 Do not remove forms for 24 hours after concrete has been placed. After form removal, clean ends of joints and point -up any minor honeycombed 02520 -7 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.6 CURING SSOE 905012 areas. Remove and replace areas or sections with major defects, as directed by Architect. 3.6.1 General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. In hot, dry, and windy weather, protect concrete from rapid moisture loss before and during finishing operations with an evaporation- control material. Apply in accordance with manufacturer's instructions after screeding and bull floating, but before power floating and troweling. 3.6.2 Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 7 days. 3.6.3 Curing Methods: Perform curing of concrete by curing and sealing compound, by moist curing, by moisture - retaining cover curing, or combinations of these methods. Do not use curing compound on areas receiving anit- spalling treatment. 3.6.4 Antispalling Treatment: Apply treatment to concrete surfaces no sooner than 28 days after placement, to clean, dry concrete free of oil, dirt, and other foreign material. Apply curing and sealing compound at a maximum coverage rate of 300 s.f. per gallon. Apply antispalling compound in 2 sprayed applications. First application at rate of 40 sq. yds. per gal.; second application, 60 sq. yds. per gallon. Allow complete drying between applications. 3.7 REPAIRS AND PROTECTIONS 3.7.1 Repair or replace broken or defective concrete, as directed by Architect. 3.7.2 Drill test cores where directed by Architect when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with portland cement concrete bonded to pavement with epoxy adhesive. 3.7.3 Protect concrete from damage until acceptance of work. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing 02520 -8 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 surface stains and spillage of materials as they occur. 3.7.4 Sweep concrete pavement and wash free of stains, discolorations, dirt, and other foreign material just before final inspection. END OF SECTION KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to this section. 1.2 SUMMARY 1.2.1 Furnish and install manufactured wall panels as indicated on the drawings, as specified and as required for proper completion of the work. 1.3 SYSTEM PERFORMANCE REQUIREMENTS 1.3.1 Provide certified test results by a recognized testing laboratory or agency in accordance with specified test methods for each system. 1.3.2 Air Infiltration: Provide wall panel systems with an air infiltration rate of not more than 0.06 cfm per sq. ft. of fixed wall area when tested in accordance with ASTM E 283 at a static air pressure differential of 1.57 psf. 1.3.3 Water Penetration: Provide panel systems with no water penetration as defined in the test method when tested in accordance with ASTM E 331 at an inward static air pressure differential of not less than 6.24 psf and not more than 12.0 psf. 1.4 SUBMITTALS 1.4.1 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 1.4.2 Product data including manufacturer's product specifications, standard details, certified product test results, installation instructions, and general recommendations, as applicable to materials and finishes for each component and for total panel system. SECTION 07410 MANUFACTURED WALL PANELS 07410 -1 SSOE 905012 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1.4.3 Samples for verification purposes of wall panels. Provide sample panels 12 inches long by actual panel width, in the profile, style, and texture to match existing wall panels. Include clips, fasteners, closures, and other panel accessories. 1.4.4 Shop Drawings showing layouts of panels on walls, details of edge conditions, joints, corners, panel profiles, supports, anchorages, trim, flashings, closures, and special details. 1.5 QUALITY ASSURANCE SSOE 905012 1.5.1 Field Measurements: Where possible, prior to fabrication of panels, take field measurements of structure or substrates to receive panel system. Allow for trimming panel units where final dimensions cannot be established prior to fabrication. 1.6 DELIVERY, STORAGE, AND HANDLING 1.6.1 Deliver panels and other components so they will not be damaged or deformed. Package wall panels for protection against transportation damage. 1.6.2 Handling: Exercise care in unloading, storing, and erecting wall panels to prevent bending, warping, twisting, and surface damage. 1.6.3 Stack materials on platforms or pallets, covered with tarpaulins or other suitable weathertight ventilated covering. Store metal wall panels so that they will not accumulate water. Do not store panels in contact with other materials that might cause staining, denting, or other surface damage. 1.6.4 Warranty period for factory- applied exterior finishes on wall panels is 20 years after the date of Substantial Completion. 2. PART 2 - PRODUCTS 2.1 MANUFACTURERS 2.1.1 Available Manufacturers: Subject to compliance with requirements, manufacturers offering wall panels that may be incorporated in the work include but are not limited to the following: 07410 -2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.2 MATERIALS 2.3 METAL FINISHES 2.4 THERMAL INSULATION 2.5 MISCELLANEOUS MATERIALS AEP -Span. Architectural Panels, Inc. Berridge Manufacturing Co. Butter Manufacturing Co. Cheney Flashing Company. ECI Building Components, Inc. Inryco Architectural Products. Metal Building Components, Inc. (MBCI). Merchant & Evans, Inc. ( "Zip - Rib "). MM Systems Corp. Petersen Aluminum Corp. H.H. Robertson Company. E.G. Smith Construction Products, Inc. Steelite, Inc. SSOE 905012 2.2.1 Match type, gauge, and configuration of existing panels. 2.3.1 General: Furnish galvanized panels for field painting. A. Color: Match existing panels. 2.3.2 Factory Prime Coating: Where painting after installation is indicated (not work of this Section), provide pretreatment and factory- applied baked -on epoxy primer coat, min. 0.2 -mil dry film thickness. 2.4.1 Building Insulation: Glass fiber blanket insulation, complying with ASTM C 991, of 0.5 -pcf density, thickness as indicated, with UL flame spread classification of 25 or less, and 2- inch -wide continuous vapor -tight edge tabs. A. Facing: Vinyl - reinforced polyester in same color as existing insulation facing. 2.5.1 Accessories: Except as indicated as work of another specification section, provide components required for a complete wall panel system, including trim, corner units, closures, KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 clips, seam covers, fleshings, gutters, louvers, sealants, gaskets, fillers, closure strips, and similar items. Match materials and finishes of panels. A. Fasteners shall be fabricated from noncorrosive materials. 2.5.2 Closure Strips: Closed -cell, self - extinguishing, expanded cellular rubber or cross- linked polyolefin foam flexible closure strips. Cut or premold to match configuration of wall panels. Provide closure strips where indicated or necessary to ensure weathertight construction. 2.5.3 Sealing Tape: Pressure- sensitive 100 percent solids polyisobutylene compound sealing tape with release paper backing. Provide permanently elastic, nonsag, nontoxic, nonstaining tape. 2.5.4 Joint Sealant: One -part elastomeric polyurethane, polysulfide, or silicone rubber sealant as recommended by the building manufacturer. 2.6 PANEL FABRICATION 2.6.1 General: Fabricate and finish panels and accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes, as required to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and dimensional requirements and with structural requirements. 3. PART 3 - EXECUTION 3.1 PANEL INSTALLATION 3.1.1 General: Comply with manufacturers' instructions and recommendations for installation, as applicable to project conditions and supporting substrates. Anchor panels and other components of the work securely in place, with provisions for thermal and structural movement. A. Install panels with concealed fasteners unless otherwise indicated on drawings or 07410 -4 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 existing panels are installed with exposed fasteners. 3.1.2 Accessories: Install components required for a complete wall panel system, including trim, sills, corner units, clips, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. 3.1.3 Joint Sealers: Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance of panel systems. Provide types of gaskets, sealants, and fillers indicated or, if not otherwise indicated, types recommended by panel manufacturer. 3.1.4 Wall Panels: Apply elastomeric sealant continuously between metal base channel (sill angle) and concrete and elsewhere as necessary for waterproofing. Handle and apply sealant and backup in accordance with the sealant manufacturer's recommendations. A. Align bottom of wall panels and fasten panels with blind rivets, bolts, or self - tapping screws. Fasten flashings and trim around openings and similar elements with self- tapping screws. B. Install screw fasteners with power tools . having controlled torque adjusted to compress neoprene washer tightly without damage to washer, screw threads, or panels. Install screws in predrilled holes. C. Provide weatherproof escutcheons for pipe and conduit penetrating exterior walls. D. Installation Tolerances: Shim and align panel units within installed tolerance of 1/4 inch in 20' -0" on level /plumb /slope and location /line as indicated, and within 1/8 -inch offset of adjoining faces and of alignment of matching profiles. 3.2 CLEANING AND PROTECTION 3.2.1 Damaged Units: Replace panels and other components of the work that have been damaged or have deteriorated beyond successful repair by means of finish touch -up or similar minor repair procedures. 07410 -5 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON END OF SECTION SSOE905012 3.2.2 Cleaning: Remove temporary protective coverings and strippable films (if any) as soon as each panel is installed. Upon completion of panel installation, clean finished surfaces as recommended by panel manufacturer, and maintain in a clean condition during construction. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.2 DESCRIPTION OF WORK 1.4 PROJECT CONDITIONS SECTION 07600 FLASHING AND SHEET METAL 1.1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. 1.2.1 This Section includes the following: B. Miscellaneous sheet metal accessories. C. Elastic flashing. D. Sheet metal wainscot. 1.3. SUBMITTALS 1.3.1 General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. 1.3.2 Product data, Flashing, Sheet Metal, and Accessories: Manufacturer's technical product data, installation instructions and general recommendations for each specified sheet material and fabricated product. 1.3.3 Submit 8- inch- square samples of specified sheet materials to be exposed as finished surfaces. 1.4.1 Coordinate work of this section with interfacing and adjoining work for proper sequencing of installation. Ensure best possible weather resistance and durability of work and protection of materials and finishes. 07600 -1 SSOE 905012 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2. PART 2 - PRODUCTS 2.1 SHEET METAL FLASHING AND TRIM MATERIALS SSOE 905012 2.1.1 Zinc - Coated Steel: Commercial quality with 0.20 percent copper, ASTM A 526, G90 hot -dip galvanized, mill phosphatized. A. Thickness: 14 gauge at interior wainscot; 20 gauge around exterior penetrations. 2.2 FLEXIBLE SHEET MEMBRANE FLASHING 2.2.1 Elastic Sheet Flashing /Membrane: Where cutting and patching flexible membrane roofing, use elastic sheet flashing that is compatible with roof membrane. 2.3 MISCELLANEOUS MATERIALS AND ACCESSORIES FOR METAL FLASHING: 2.3.1 Solder: For use with steel provide 50 - 50 tin /lead solder (ASTM B 32), with rosin flux. 2.3.2 Fasteners: Same metal as flashing /sheet metal or other non- corrosive metal as recommended by sheet manufacturer. Match finish of exposed heads with material being fastened. 2.3.3 Bituminous Coating: SSPC - Paint 12, solvent -type bituminous mastic, nominally free of sulfur, compounded for 15 -mil dry film thickness per coat. 2.3.4 Mastic Sealant: Polyisobutylene; nonhardening, nonskinning, nondrying, nonmigrating sealant. 2.3.5 Elastomeric Sealant: Generic type recommended by manufacturer of metal and fabricator of components being sealed and complying with requirements for joint sealants as specified in Division 7 Section "Joint Sealers." 2.3.6 Adhesives: Type recommended by flashing sheet manufacturer for waterproof /weather - resistant seaming and adhesive application of flashing sheet. 07600 -2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 2.3.7 Metal Accessories: Provide sheet metal clips, straps, anchoring devices, and similar accessory units as required for installation of work, matching or compatible with material being installed, noncorrosive, size and gage required for performance. 2.3.8 Roofing Cement: ASTM D 2822, asphaltic. Do not use asphaltic roof cement on flexible membrane roofing. 2.4 FABRICATED UNITS 2.4.1 General Metal Fabrication: Shop - fabricate work to greatest extent possible. Comply with details shown and with applicable requirements of SMACNA "Architectural Sheet Metal Manual" and other recognized industry practices. Fabricate for waterproof and weather - resistant performance, with expansion provisions for running work, sufficient to permanently prevent leakage, damage, or deterioration of the work. Form work to fit substrates. Comply with material manufacturer instructions and recommendations for forming material. Form exposed sheet metal work without excessive oil- canning, buckling, and tool marks, true to line and levels indicated, with exposed edges folded back to form hems. 2.4.2 Seams: Fabricate nonmoving seams in sheet metal with flat -lock seams. For metal other than aluminum, tin edges to be seamed, form seams, and solder. Form aluminum seams with epoxy seam sealer; rivet joints for additional strength where required. 2.4.3 Expansion Provisions: Where lapped or bayonet -type expansion provisions in work cannot be used or would not be sufficiently water /weatherproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). 2.4.4 Sealant Joints: Where movable, nonexpansion type joints are indicated or required for proper performance of work, form metal to provide for proper installation of elastomeric sealant, in compliance with SMACNA standards. 07600 -3 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3. PART 3 - EXECUTION 3.1 INSTALLATION REQUIREMENTS SSOE 905012 2.4.5 Separations: Provide for separation of metal from noncompatible metal or corrosive substrates by coating concealed surfaces at locations of contact, with bituminous coating or other permanent separation as recommended by manufacturer /fabricator. 2.5 INSULATION (LOCATED BEHIND SHEET METAL WAINSCOT) 2.5.1 Owens Corning #705 rigid insulation without facing in min. 1 -1/2" thickness, or approved equal. 3.1.1 General: Except as otherwise indicated, comply with manufacturer's installation instructions and recommendations and with SMACNA "Architectural Sheet Metal Manual." Anchor units of work securely in place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weatherproof. 3.1.2 Bed flanges of work in a thick coat of bituminous roofing cement where required for waterproof performance at roof penetrations. 3.1.3 Sandwich rigid insulation between sheet metal wainscot and 2 sections. Stagger insulation joints with that of sheet metal @ wainscot. 3.2 CLEANING AND PROTECTION 3.2.1 Clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes. 3.2.2 Protection: Advise Contractor of required procedures for surveillance and protection of flashings and sheet metal work during construction to ensure that work will be without damage or deterioration other than natural weathering at time of Substantial Completion. END OF SECTION 07600 -4 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS: 1.1.1 Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to this section. 1.2 SUMMARY: 1.2.1 Control, expansion, and isolation joints in cast -in -place concrete slabs for floors and paving. 1.2.2 Interior joints in vertical surfaces and horizontal nontraffic surfaces as indicated below: C. Perimeter joints between interior wall surfaces and frames of interior doors, windows, and elevator entrances. 1.2.3 Caulk and seal other joints as required to maintain building in a weathertight and watertight condition and provide closure at abutting materials. 1.3 SYSTEM PERFORMANCES: 1.3.1 Provide joint sealers that have been produced and installed to establish and maintain watertight and airtight continuous seals. 1.4 SUBMITTALS: SECTION 07900 JOINT SEALERS SSOE 905012 A. Control and expansion joints on exposed interior surfaces of exterior walls. B. Perimeter joints of exterior openings where indicated. 1.4.1 Product data from manufacturers for each joint sealer product required, including instructions for joint preparation and joint sealer application. 07900 -1 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1.5 QUALITY ASSURANCE: SSOE 905012 1.4.2 Samples for verification purposes of each type and color of joint sealer required. Install joint sealer samples in 1/2 inch wide joints formed between two 6 inch long strips of material matching the appearance of exposed surfaces adjacent to joint sealers. 1.4.3 Certificates from manufacturers of joint sealers attesting that their products comply with specification requirements and are suitable for the use indicated. 1.5.1 Installer Qualifications: Engage an Installer who has successfully completed within the last 3 years at least 3 joint sealer applications similar in type and size to that of this Project. 1.5.2 Single Source Responsibility for Joint Sealer Materials: Obtain joint sealer materials from a single manufacturer for each different product required. 1.6 DELIVERY, STORAGE, AND HANDLING: 1.6.1 Deliver materials to Project site in original unopened containers or bundles with labels informing about manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and mixing instructions for multicomponent materials. 1.6.2 Store and handle materials in compliance with manufacturers' recommendations to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.7 PROJECT CONDITIONS: 1.7.1 Environmental Conditions: Do not proceed with installation of joint sealers under the following conditions: A. When ambient and substrate temperature conditions are outside the limits permitted by joint sealer manufacturers. 07900 -2 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON When joint substrates are wet due to rain, frost, condensation, or other causes. 1.7.2 Joint Width Conditions: Do not proceed with installation of joint sealers where joint widths are less than allowed by joint sealer manufacturer for application indicated. 1.7.3 Joint Substrate Conditions: Do not proceed with installation of joint sealers until contaminants capable of interfering with their adhesion are removed from joint substrates. 2. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL: B. When ambient and substrate temperature conditions are outside the limits permitted by joint sealer manufacturer or below 40 deg F (4.4 deg C) . 2.1.1 Compatibility: Provide joint sealers, joint fillers and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 2.1.2 Colors: Provide color of exposed joint sealers indicated or, if not otherwise indicated, as selected by Architect from manufacturer's standard colors. 2.2 ELASTOMERIC JOINT SEALANTS: 2.2.1 Elastomeric Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealant of base polymer indicated which complies with ASTM C 920 requirements, including those referenced for Type, Grade, Class, and Uses. 2.2.2 One -part mildew- resistant silicone sealant for use at plumbing fixtures. "Dow Corning 786 "; Dow Corning Corp. "SCS 1702 Sanitary "; General Electric Co. "863 #345 White "; Pecora Corp. 07900 -3 07900 -4 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.4 COMPRESSION SEALS: 07900 -5 SSOE 905012 "Performance Plus Silicone Sealant "; Dow Corning Corp. 2.4.1 Preformed Foam Sealant: Manufacturer's standard preformed, precompressed, impregnated open -cell foam sealant manufactured from high - density urethane foam impregnated with a nondrying, water repellant agent; factory - produced in precompressed sizes and in roll or stick form to fit joint widths indicated and to develop a watertight and airtight seal when compressed to the degree specified by manufacturer; and complying with the following requirements: 2.4.2 Properties: Permanently elastic, mildew- resistant, nonmigratory, nonstaining, compatible with joint substrates and other joint sealers. A. Impregnating Agent: Manufacturer's standard. B. Density: Manufacturer's standard. C. Backing: Pressure sensitive adhesive, factory applied to one side, with protective wrapping. D. Available Products: Subject to compliance with requirements, preformed foam sealants which may be incorporated in the Work include, but are not limited to, the following: KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON E. Products: Subject to compliance with requirements, provide one of the following: "Emseal Greyflex "; Emseal Corp. "Polytite "; Sandell Manufacturing Co., Inc. "Will -Seal 150 "; Wil -Seal Construction Foams Div., Illbruck. "York -Seal 100 "; York Manufacturing, Inc. 2.5 JOINT SEALANTS FOR PAVING: 2.5.1 Hot - Poured Elastomeric Sealant for Concrete and Asphalt Pavements: Manufacturer's standard sealant for concrete and asphalt pavement joints complying with ASTM D 3405. 2.5.2 Available Products: Subject to compliance with requirements, products which may be incorporated in the Work include, but are not limited to, the following: 2.5.3 Products: . Subject to compliance with requirements, provide one of the following: 2.5.4 Hot - Poured Elastomeric Sealant for Concrete and Asphalt Pavements: "Hotpour Spec "; J. & P. Petroleum Products, Inc. "Hi- Spec "; W.R. Meadows, Inc. 2.6 JOINT SEALANT BACKING: 2.6.1 General: Provide sealant backings of material and type which are nonstaining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 2.6.2 Plastic Foam Joint Fillers: Preformed, compressible, resilient, nonwaxing, nonextruding strips of flexible, nongassing plastic foam of material indicated below; nonabsorbent to water and gas; and of size, shape and density to control sealant depth and otherwise contribute to producing optimum sealant performance. A. Open -cell polyurethane foam for cold - applied sealants only. B. Either open -cell polyurethane foam or closed -cell polyethylene foam, unless 07900 -6 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 2.8.1 2.8.2 2.8.3 2.8.4 2.8.5 otherwise indicated, subject to approval of sealant manufacturer, for cold - applied sealants only. 2.6.3 Bond - Breaker Tape: Polyethylene tape or other plastic tape as recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self - adhesive tape where applicable. 2.7 MISCELLANEOUS MATERIALS: 2.7.1 Primer: Provide type recommended by joint sealer manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint sealer- substrate tests and field tests. 2.7.2 Cleaners for Nonporous Surfaces: Provide nonstaining, chemical cleaners of type which are acceptable to manufacturers of sealants and sealant backing materials, which are not harmful to substrates and adjacent nonporous materials, and which do not leave oily residues or otherwise have a detrimental effect on sealant adhesion or in- service performance. 2.7.3 Masking Tape: Provide nonstaining, nonabsorbent type compatible with joint sealants and to surfaces adjacent to joints. 2.8 JOINT FILLERS FOR CONCRETE PAVING: General: Provide joint fillers of thickness and widths indicated. Self - Expanding Cork Joint Filler: Preformed strips complying with ASTM D 1752 for Type III. Cork Joint Filler: Preformed strips complying with ASTM D 1752 for Type II. Sponge Rubber Joint Filler: Preformed strips complying with ASTM D 1752 for Type I. Bituminous Fiber Joint Filler: Preformed strips of composition below, complying with ASTM D 1751: 07900 -7 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 2.8.6 Granulated cork with asphalt binder encased between 2 layers of saturated felt or glass-fiber felt of width and thickness indicated. 3. PART 3 - EXECUTION 3.1 EXAMINATION: 3.1.1 Examine joints indicated to receive joint sealers, with Installer present, for compliance with requirements for joint configuration, installation tolerances and other conditions affecting joint sealer performance. Do not proceed with installation of joint sealers until unsatisfactory conditions have been corrected. 3.2 PREPARATION: 3.2.1 Surface Cleaning of Joints: Clean out joints immediately before installing joint sealers to comply with recommendations of joint sealer manufacturers and the following requirements: A. Remove all foreign material from joint substrates which could interfere with adhesion of joint sealer, including dust; paints, except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer; old joint sealers; oil; grease; waterproofing; water repellents; water; surface dirt; and frost. B. Clean concrete and similar porous joint substrate surfaces, by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealers. Remove loose particles remaining from above cleaning operations by vacuuming or blowing out joints with oil -free compressed air. C. Remove laitance and form release agents from concrete. D. Clean metal, surfaces, and other nonporous surfaces by chemical cleaners or other means which are not harmful to substrates or leave residues capable of interfering with adhesion of joint sealers. 07900 -8 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.2.2 Joint Priming: Prime joint substrates where indicated or where recommended by joint sealer manufacturer based on preconstruction joint sealer- substrate tests or prior experience. Apply primer to comply with joint sealer manufacturer's recommendations. Confine primers to areas of joint sealer bond, do not allow spillage or migration onto adjoining surfaces. 3.2.3 Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces which otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.3 INSTALLATION OF JOINT SEALERS: 3.3.1 General: Comply with joint sealer manufacturers' printed installation instructions applicable to products and applications indicated, except where more stringent requirements apply. 3.3.2 Elastomeric Sealant Installation Standard: Comply with recommendations of ASTM C 962 for use of joint sealants as applicable to materials, applications and conditions indicated. 3.3.3 Solvent - Release- Curing Sealant installation Standard: Comply with requirements of ASTM C 804 for use of solvent- release - curing sealants. 3.3.4 Latex Sealant Installation Standard: Comply with requirements of ASTM C 790 for use of latex sealants. 3.3.5 Installation of Sealant Backings: Install sealant backings to comply with the following requirements: 3.3.6 Install joint fillers of type indicated to provide support of sealants during application and at position required to produce the cross- sectional shapes and depths of installed sealants relative to joint widths which allow optimum sealant movement capability. A. Do not leave gaps between ends of joint fillers. 07900 -9 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON B. Do not stretch, twist, puncture, or tear joint fillers. C. Remove absorbent joint fillers which have become wet prior to sealant application and replace with dry material. 3.3.7 Install bond breaker tape between sealants and joint fillers, compression seals, or back of joints where adhesion of sealant to surfaces at back of joints would result in sealant failure. 3.3.8 Install compressible seals serving as sealant backings to comply with requirements indicated above for joint fillers. 3.4 INSTALLATION OF SEALANTS 3.4.1 Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates, completely filling recesses provided for each joint configuration, and providing uniform, cross - sectional shapes and depths relative to joint widths which allow optimum sealant movement capability. 3.4.2 Tooling of Nonsag Sealants: Immediately after sealant application and prior to time skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated, to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. 3.5 CLEANING: A. Remove excess sealants from adjacent to joint. B. Do not use tooling agents which sealants or adjacent surfaces or approved by sealant manufacturer. C . Provide concave joint configuration. SSOE 905012 surfaces discolor are not 3.5.1 Clean off excess sealants or sealant smears adjacent to joints as work progresses by methods and with cleaning materials approved by manufacturers of joint sealers and of products in which joints occur. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.5.2 PROTECTION: 3.5.3 SSOE 905012 Protect joint sealers: during and after . curing period from contact with contaminating substances or from damage resulting from construction operations or other causes so that they are without deterioration or damage at time of Substantial Completion. If, despite such protection, . damage or . deterioration occurs, cut out and remove damaged or deteriorated joint sealers immediately and reseal joints with new . materials to produce joint sealer installations with repaired areas indistinguishable from original work. KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS: 1.1.1 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to work of this section. 1.2 DESCRIPTION OF WORK: 1.2.1 Furnish and install steel doors and frames as indicated on drawings, as specified, and as required for proper completion of the work. 1.3 QUALITY ASSURANCE: 1.3.1 Provide doors and frames complying with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI -100) and as herein specified. 1.4 SUBMITTALS: SECTION 08110 STEEL DOORS AND FRAMES 1.4.1 Product Data: Submit manufacturer's technical product data substantiating that products comply with requirements. 1.5 DELIVERY, STORAGE, AND HANDLING: 1.5.1 Deliver hollow metal work cartoned or crated to provide protection during transit and job storage. Provide additional sealed plastic wrapping for factory - finished doors. 1.5.2 Inspect hollow metal work upon delivery for damage. Minor damages may be repaired provided refinished items are equal in all respects to new work and acceptable to Architect; otherwise, remove and replace damaged items as directed. 1.5.3 Store doors and frames at building site under cover. Place units on minimum 4" high wood blocking. Avoid use of non - vented plastic or canvas shelters which could create humidity chamber. If cardboard wrapper on door becomes . wet, remove carton immediately. Provide 1/4" 08110 -1 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS: 2.1.1 Subject to compliance with requirements, provide steel doors and frames by one of the following: Amweld /Div. American Welding & Mfg. Co. Ceco Corp. Curries Mfg., Inc. Fenestra Corp. Kewanee Corp. Mesker Industries, Inc. Pioneer Bldrs. Products Corp. /Div. CORE Industries, Inc. Steelcraft /Div. American Standard Co. Republic Builders Products Corp. /Subs. Republic Steel. 2.2 MATERIALS: SSOE 905012 spaces between stacked doors to promote air circulation. 2.2.1 Hot - Rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and oiled, complying with ASTM A 569 and ASTM A 568. 2.2.2 Cold- Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. 2.2.3 Galvanized Steel Sheets for Exterior Doors: Zinc-coated carbon steel sheets of commercial quality, complying with ASTM A 526, with ASTM A 525, G60 zinc coating, mill phosphatized. 2.2.4 Supports and Anchors: Fabricate of not less than 18 -gage galvanized sheet steel. 2.2.5 Inserts, Bolts, and Fasteners: Manufacturer's standard units, except hot -dip galvanize items to be built into exterior walls, complying with ASTM A 153, Class C or D as applicable. 2.2.6 Shop Applied Primer: Rust - inhibitive enamel or paint, either air - drying or baking, suitable as a base for finish paints. 2.3 FABRICATION, GENERAL: 2.3.1 Fabricate steel door and frame units to be rigid, neat in appearance and free from defects, 08110 -2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON At exterior locations scheduled, provide fabricated as thermal assemblies and tested 236. 08110 -3 SSOE 905012 warp or buckle. Wherever practicable, fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory - assembled before shipment, to assure proper assembly at project site. Comply with SDI -100 requirements as follows: A. SDI -100, Grade III, extra heavy -duty, Model 2, minimum 16 -gage faces. 2.3.2 Fabricate exposed faces of doors and panels, from only cold - rolled steel. 2.3.3 Fabricate frames, concealed stiffeners, reinforcement, edge channels, louvers and moldings from either cold - rolled or hot- rolled steel (at fabricator's option). 2.3.4 Fabricate exterior doors, panels, and frames from galvanized sheet steel. Close top and bottom edges of exterior doors as integral part of door construction or by addition of minimum 16 -gage inverted steel channels. 2.3.5 Exposed Fasteners: Unless otherwise indicated, provide countersunk flat Phillips heads for exposed screws and bolts. 2.3.6 Thermal -Rated (Insulating) Assemblies: and elsewhere as shown or doors which have been insulating door and frame in accordance with ASTM C Unless otherwise indicated, provide thermal -rated assemblies with U factor of 0.24 Btu /(hr x ft sq x deg.F) or better. 2.3.7 Finish Hardware Preparation: Prepare doors and frames to receive mortised and concealed finish hardware in accordance with final Finish Hardware Schedule and templates provided by hardware supplier. Comply with applicable requirements of ANSI A115 series specifications for door and frame preparation for hardware. A. Reinforce doors and frames to receive surface - applied hardware. Drilling and tapping for surface - applied finish hardware may be done at project site. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.4 STANDARD STEEL FRAMES: 2.5 HARDWARE 2.5.2 Set No. 1 SSOE 905012 B. Locate finish hardware as indicated on final shop drawings or, if not indicated, in accordance with "Recommended Locations for Builder's Hardware ", published by Door and Hardware Institute. 2.3.8 Shop Painting: A. Clean, treat, and paint exposed surfaces of steel door and frame units, including galvanized surfaces. B. Clean steel surfaces of mill scale, rust, oil, grease, dirt, and other foreign materials before application of paint. C. Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive finish paint. Provide metal frames for doors, transoms, sidelights, borrowed lights, and other openings, of types and styles as shown on drawings and schedules. Conceal fastenings, unless otherwise indicated. Fabricate frames of minimum 14 -gauge cold- rolled steel. 2.4.1 Fabricate frames with mitered corners, welded construction for exterior applications and knocked -down for field assembly at interior applications. 2.4.2 Form exterior frames of hot -dip galvanized steel. 2.5.1 Install hardware listed below at doors. Use products of specified manufactures, or approved equal. 1 -1/2 pr. butts BB1191 NRP (Hager) 1 exit device 736 -1/4 (Russwin) 1 closer 2810 (Russwin) 1 threshold (National Guard) 1 set weatherstripping 160 (National Guard) KENWORTH PLASTIC SHOP RETROFIT SSOE.905012 TUKWILA, WASHINGTON . PART 3 EXECUTIOPI 3.1 INSTALLATION: 3.1.1 General: Install standard sheet doors, frames, and accessories in accordance with final shop drawings, manufacturer's data, and as specified. 3.1.2 Placing Frames: Comply with provisions of SDI -105 "Recommended Erection Instructions For Steel Frames ", unless otherwise indicated. 3.2 DOOR INSTALLATION: 3.2.1 Fit hollow metal doors accurately in frames within clearances specified in SDI -100. 3.3 ADJUST AND CLEAN: 3.3.1 Prime Coat Touch -Up: Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply .touch -up of compatible air- drying primer. 3.3.2 . Protection Removal: Immediately prior to final inspection, remove protective plastic wrappings from prefinished doors. Final Adjustments: Check and readjust operating finish hardware items, leaving steel doors and frames undamaged and in complete and proper . operating condition. END OF SECTION KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.2 SUMMARY SECTION 09900 PAINTING A. Painting includes field painting exposed bare and covered pipes and ducts (including color coding), hangers, exposed steel and . iron work, and primed metal surfaces of mechanical and electrical equipment. 1.2.3 Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, . operating parts, and labels. A. Prefinished items not to be painted include the following factory - finished components: 1.2.1 This Section includes surface preparation, painting, and finishing of exposed interior and exterior items and surfaces. 1.1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to this section. SSOE 905012 A. Surface preparation, priming, and finish coats specified in this section are in addition to shop priming and surface treatment specified under other sections. 1.2.2 Paint exposed surfaces whether or not colors are designated on the drawings, except where a surface or material is specifically indicated not to be painted or is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. .If color or finish is not designated, the Owner's Representative will select from standard colors or finishes available. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON Anodized aluminum. Stainless steel. Chromium plate. Copper. Bronze. Brass. SSOE 905012 1.2.4 Finished metal surfaces not to be painted include: 1.2.5 Operating parts not to be painted include moving parts of operating equipment such as the following: Valve and damper operators. Linkages. Sensing devices. Motor and fan shafts. 1.2.6 Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code- required labels or equipment name, identification, performance rating, or nomenclature plates. 1.2.7 Related Sections: The following sections contain requirements that relate to this section: 1.3 DEFINITIONS Division 7 Section "Manufactured Wall Panels" Division 7 Section "Flashing and Sheet Metal. Division 8 Section "Steel Doors and Frames" for shop priming steel doors and frames. 1.3.1 "Paint" includes coating systems materials, primers, emulsions, enamels, and other applied materials whether used as prime, intermediate, or finish coats. 1.4 SUBMITTALS 1.4.1 Product Data: Manufacturer's technical information, label analysis, and application instructions for each material proposed for use. A. List each material and specific coating and application. Identify manufacturer's catalog classification. 09900 -2 cross - reference the finish system and each material by the number and general KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 1.5 QUALITY ASSURANCE 1.5.1 Single- Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats. 1.5.2 Coordination of Work: Review other sections in which primers are provided to ensure compatibility of the total systems for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1.5.3 Field Samples: On exterior wall panels, duplicate existing finish. Provide full- coat finish samples on at least 10 sq. ft. of surface until required sheen, color and texture are obtained; simulate finished lighting conditions for review of in -place work. A. Final acceptance of color will be from job - applied samples. 1.5.4 Proprietary names used to designate colors or materials are not intended to imply that products named are required or to exclude equal products of other manufacturers. 1.6 DELIVERY, STORAGE, AND HANDLING 1.6.1 Deliver materials to the job site in the manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: Product name or title of material. Product description (generic classification or binder type). Federal Specification number, if applicable. Manufacturer's stock number and date of manufacture. Contents by volume, for pigment and vehicle constituents. Thinning instructions. Application instructions. Color name and number. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1.6.2 Store materials not in use in tightly covered containers in a well- ventilated area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain containers used in storage in a clean condition, free of foreign materials and residue. 1.7 JOB CONDITIONS 1.7.1 Apply water -based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 deg F (10 deg C) and 90 deg F (32 deg C). 1.7.2 Apply solvent - thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 deg F (7 deg C) and 95 deg F (35 deg C). 1.7.3 Do not apply paint in snow, rain, fog, or mist, when the relative humidity exceeds 85 percent, at temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces. A. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the manufacturer during application and drying periods. 2. PART 2 - PRODUCTS 2.1 MANUFACTURERS B. Remove oily rags and waste daily. 09900 -4 SSOE 905012 A. Protect from freezing. Keep storage area neat and orderly. C. Take necessary measures to ensure that workers and work areas are protected from fire and health hazards resulting from handling, mixing, and application. 2.1.1 Paint manufacturers are named in the paint schedule to describe paint quality and type. Equivalent products of the following may be used: Devoe and Raynolds Co. (Devoe). The Glidden Company (Glidden). Benjamin Moore and Co. (Moore). PPG Industries, Pittsburgh. Paints (Pittsburgh). KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON Pratt and Lambert (P & L). The Sherwin - Williams Company (S -W). 2.2 HIGH - PERFORMANCE LATEX BLOCK FILLER 2.2.1 Heavy -duty latex block fillers used for filling open textured interior concrete masonry block before application of top coats: Devoe: Glidden: Moore: Pittsburgh: P & L: S -W: 2.2.2 Existing block may not require filler. Verify with finish paint manufacturers technical representative. A. Do not paint existing block until cleaning, to be performed under separate contract, has been completed. 2.3 EXTERIOR PAINTING SCHEDULE 2.3.1 Metal Touch up abrasions, if shop primed. One coat Metal Primer: Sherwin- Williams Glidden : 52901 Bloxfil Acrylic Latex Block Filler. 5317 Ultra -Hide Acrylic Latex Block Filler. Moorcraft Block Filler #145. 6 -7 Latex Masonry Block Filler. Pro -Hide Plus Block Filler. Heavy -Duty Block Filler B42W46. Kromik E41 /N /1 . 5205 Tank and Structural Primer Two coats Gloss Enamel: Sherwin - Williams : Glidden : 5200 Lifemaster "Metalatex" B42 Series 2.3.2 Galvanized Metal — Shop Primed Touch up Galvanized Iron Primer: Sherwin - Williams "Galvite ", B50W3. Glidden • 5229 All Purpose Metal Primer 09900 -5 SSOE 905012 ' 2.4. Sherwin- Williams Glidden 2.4.1 Concrete One coat Sherwin- Williams Glidden KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON Two coats 2.4 INTERIOR PAINTING SCHEDULE Semigloss Enamel: Sherwin- Williams : "Metalatex", B42 Series Glidden : 5200 Lifemaster 2.3.3 Galvanized Metal: Not Shop Primed One coat Galvanized Iron Primer: Sherwin- Williams : "Galvite", B50W3. Glidden : 5229 Al). Purpose Metal Two coats Semigloss Enamel: : "Metalatex" B42 Series 5200 Lifemaster Block heavy duty block filler: : B42/W/46 applied to fill holes and voids and render block free of stipple. 5317 Block Filler Two coats Alkyd Enamel: Sherwin- : Two coats "Metalatex Williams Semigloss Enamel • Shop primed Galvanized Metal One coat touch up: Sherwin- : Primer "Galvite Primer" Williams B50/W/3. Two coats Sherwin-Williams "Metalatex Semigloss Enamel" SSOE 905012 Primer KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.4.3 Galvanized metal, not shop primed One coat Galvanized Iron Primer: Sherwin - Williams : "Gaivite Primer" B50 /W /3. Glidden : 5229 All Purpose Metal Primer SSOE 905012 Two coats Sherwin - Williams "Metalatex Semigloss Enamel" 2.4.4 Insulation on exposed ducts and piping A. Presized insulation Add sizing as required to eliminate "flat - spots" One coat primer: Sherwin- Williams "Wall .& Wood Primer" B49/W/2 Glidden 3416 Primer Sealer One coat: Sherwin- "Metalatex Semigloss Enamel ": Williams B42 Series Glidden • •5200.Lifemaster . Other than presized insulation One coat insulation sizing One coat primer: Sherwin - Williams "Wall &Wood Primer" B49/W/2 Glidden 3416 Primer Sealer One coat: Sherwin "Metalatex Semigloss Enamel" Williams B42 Series Glidden 5200 Lifemaster KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.4.5 Exposed piping, conduit, etc. on exposed masonry walls A. One coat Alkali Resistent Primer: Sherwin - Williams • "Metalatex" B42/W/100 Glidden • ▪ 5229 All Purpose Primer B. One coat Matte Finish Latex: Sherwin- : B30 /W /400 Series, "Pro -Mar Williams 400 ". Glidden : 5300 Acrylic Flat Latex 2.4.6 Color coding A. Not required unless otherwise specified. 2.4.7 Safety painting A. Conform to OSHA safety color regulations and ANSI 253.1 -1979. 3. PART 3 - EXECUTION 3.1 EXAMINATION 3.1.1 Examine substrates and conditions under which painting will be performed for compliance with . requirements for application of paint. Do not begin paint application until unsatisfactory conditions have been corrected. 3.2 PREPARATION SSOE 905012 B. Red - (for danger). Fire protection equipment shall be painted "Safety Red ": A. Start of painting will be construed as the Applicator's acceptance of surfaces and conditions within a particular area. 3.2.1 General Procedures: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items in place that are not to be painted, or provide surface- applied protection prior to surface preparation and painting. Remove these items if necessary for complete painting of the items and adjacent surfaces. Following completion of painting operations in each space or area, have items reinstalled by workers skilled in the 09900 -8 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON trades involved. 09900 -9 A. Clean surfaces before applying paint or surface treatments. Remove oil and grease prior to cleaning. Schedule cleaning and painting so that dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. 3.2.2 Surface Preparation: Clean and prepare surfaces to be painted in accordance with the manufacturer's instructions for each particular substrate condition and as specified. A. Provide barrier coats over incompatible primers or remove and reprime. Notify Architect in writing of problems anticipated with using the specified finish -coat material with substrates primed by others. 3.2.3 Cementitious Materials: Prepare concrete masonry block surfaces to be painted. Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. A. Use abrasive blast - cleaning methods if recommended by the paint manufacturer. B. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause blistering and burning of finish paint, correct this condition before application. C. Do not paint surfaces where moisture content exceeds that permitted in manufacturer's printed directions. 3.2.4 Galvanized Surfaces: Clean galvanized surfaces with non- petroleum -based solvents so that the surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. 3.2.5 Materials Preparation: Carefully mix and prepare paint materials in accordance with manufacturer's directions. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 A. Maintain containers used in mixing and application of paint in a clean condition, free of foreign materials and residue. B. Stir material before application to produce a mixture of uniform density; stir as required during application. Do not stir surface film into material. Remove film and, if necessary, strain material before using. C. Use only thinners approved by the paint manufacturer, and only within recommended limits. 3.2.6 Tinting: Tint each undercoat a lighter shade to facilitate identification of each coat where multiple coats of the same material are applied. Tint undercoats to match the color of the finish coat, but provide sufficient differences in shade of undercoats to distinguish each separate coat. 3.3 APPLICATION 3.3.1 Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. 3.3.2 Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. A. Paint colors, surface treatments, and finishes are indicated in "schedules." B. Provide finish coats that are compatible with primers used. 3.3.3 The number of coats and film thickness required is the same regardless of the application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. Sand between applications where sanding is required to produce an even smooth surface in accordance with the manufacturer's directions. 3.3.4 • Apply additional coats when undercoats or other conditions show through final coat of paint until paint film is of uniform finish, color, 09900 -10 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry film thickness equivalent to that of flat surfaces. 3.3.5 The term "exposed surfaces" includes areas visible when permanent or built -in fixtures, convector covers, covers for finned tube radiation, grilles, and similar components are in place. Extend coatings in these areas as required to maintain the system integrity and provide desired protection. 3.3.6 Finish exterior doors on tops, bottoms, and side edges same as exterior faces. 3.3.7 Touch -up primer on metal surfaces that have been shop - primed and touch up painted. 3.3.8 Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. A. Allow sufficient time between successive coats to permit proper drying. B. Do not recoat until paint has dried to where it feels firm, and does not deform or feel stickyy under moderate thumb pressure and where application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. 3.3.9 Minimum Coating Thickness: Apply materials at not less than the manufacturer's recommended spreading rate. Provide a total dry film thickness of the entire system as recommended by the manufacturer. 3.3.10 Mechanical items to be painted include but are not limited to: Piping, pipe hangers, and supports. Ductwork. Supports. Accessory items. 3.3.11 Electrical items to be painted include but are not limited to: 09900 -11 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 Conduit and fittings. 3.3.12 Block. Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with pores filled. 3.3.13 Prime Coats: Before application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required to be painted or finished and has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to assure a finish coat with no burn through or other defects due to insufficient sealing. 3.3.14 Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. 3.4 FIELD QUALITY CONTROL 3.4.1 The Owner reserves the right to invoke the following test procedure at any time and as often as the Owner deems necessary during the period when paint is being applied: A. The Owner may engage the services of an independent testing laboratory to sample the paint material being used. Samples of material delivered to the project will be taken, identified, sealed, and certified in the presence of the Contractor. B. The testing laboratory will perform appropriate tests for the following characteristics as required by the Owner: Quantitative materials analysis. Abrasion resistance. Apparent reflectivity. Flexibility. Washability. Absorption. Accelerated weathering. Dry opacity. Accelerated yellowness. Recoating. Skinning. Color retention. Alkali and mildew resistance. 09900 -12 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.4.2 If test results show material being used does not comply with specified requirements, the Contractor may be directed to stop painting, remove noncomplying paint, pay for testing, repaint surfaces coated with rejected paint, and remove rejected paint from previously painted surfaces if, upon repainting with specified paint, the two coatings are noncompatible. 3.5 CLEANING 3.5.1 Cleanup: At the end of each work day, remove empty cans, rags, rubbish, and other discarded paint materials from the site. 3.5.2 Upon completion of painting, clean glass and paint- spattered surfaces. Remove spattered paint by washing and scraping, using care not to scratch or damage adjacent finished surfaces. 3.6 PROTECTION 3.6.1 Protect work of painted or not, Correct damage replacing, and Architect. SSOE 905012 other trades, whether to be against damage by painting. by cleaning, repairing or repainting, as acceptable to 3.6.2 Provide "wet paint" signs to protect newly . painted finishes. Remove temporary protective wrappings provided by others for protection of their work after completion of painting operations. A. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL SECTION 15050 GENERAL PLUMBING REQUIREMENTS SSOE 905012 1.1 CONTRACT DOCUMENTS 1.1.1 Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to this section. 1.2 DESCRIPTION OF WORK 1.2.1 This section specifies requirements for the following: A. Pipe installation B. Pipe joining methods and materials C. Mechanical couplings D. Sleeves E. Pipe supports F. Pipe clamps G. Pipe hangers 1.3 SUBMITTALS 1.3.1 Pipe support for unusual conditions A. Figure and styles for unusual conditions or judged to be more suitable shall be submitted for review by Kenworth. Submittals shall include cuts, service of line, locations, and installation details. 1.4 QUALITY ASSURANCE 1.4.1 Hangers, saddles, and supports shall comply with requirements of ANSI B31.1 1.4.2 Piping systems shall be installed by workmen having skills acquired by working at trades . which are recognized as necessary for competency. 15050 -1 KENWORTH PLASTIC SHOP TUKWILA, WASHINGTON RETROFIT SSOE 905012 1.4.3 Codes and welding A. Installed pressure piping systems shall conform to the requirements of local and state piping and welding codes where applicable. B. Comply with BOCA division of pressure piping. 2. PART 2 •- PRODUCTS C. Comply with ANSI B31.1 latest edition. D . 2.1 ACCEPTABLE MANUFACTURERS Welders stamp shall appear on joints where required by code. 2.1.1 Pipe hangers, beam clamps, "C" clamps, and vertical pipe clamps. 2.1.2 Acceptable manufacturers A. Elcen B. Fee and Mason C. Grinnell D. Unistrut E. Others as approved by Kenworth 2.2 MATERIALS 2.2.1 Beam Clamps A. Use beam clamps where piping is supported from steel structure of building. Select clamps on basis of load to be supported. B. Beam Clamps: Malleable iron or forged steel with tie rod, nut and pocket threaded for rod connection: Grinnell, Figure 228, 229, 292 or as required to fit beams. 2.2.2 "C" clamps shall only as follows: A. Hot and Cold Water Inch Inclusive: retaining clip. 15050 -2 be used for pipe hangers and Compressed Air to'One. Grinnell Fig. 87 with KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON B. C- clamps: Malleable iron clamps with locknuts and cup formed set screws. 2.2.3 Vertical Pipe Clamp A. Vertical piping shall be supported at base by hanger placed in horizontal line near riser, or by fitting set on pedestal or foundation. Support risers laterally at intermediate points with riser clamps with two point bearing as required to make rigid. B. Riser Clamps: Steel, with extension lugs, bolts and nuts, Grinnell, Fig. 261. Use only in unfinished areas where approved by Kenworth. 2.2.4 Other means of beam clamp support shall be approved by Kenworth. Do not hang pipes from other pipes. 2.2.5 Pipe Hangers for Uninsulated Pipe A. Uninsulated Piping 2 Inches and Smaller: Grinnell Fig. 97, malleable iron adjustable nut and steel band or Fig. 260, clevis type. B. Uninsulated Piping 2 -1/2 Inches and Larger: Grinnell Fig. 260, carbon steel adjustable wrought clevis type. 2.2.6 Pipe Hangers for Insulated Pipe A. Insulated Piping 2 Inches and Smaller: Provide 18 gauge galvanized steel shield over insulation in 180 degree segments, minimum 12 inches long, and Grinnell Fig. 260 clevis hangers. B. Insulated Piping 2 -1/2 Inches and Larger (Except Cold Water Piping): Use pipe covering protection saddle. Pipe attachment shall be Grinnell Fig. 181 or Fig. 174 roller hangers. C. Insulated Piping 2 -1/2 Inches and Larger (Cold Water Piping): Use Grinnell Fig. 260 clevis hangers with hard block, nonconducting type saddles in 90 degree segments, minimum 12 inches long. Depth of the block shall match the thickness of the insulation. 15050 -3 SSOE 905012 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 2.2.7 Trapeze Hangers A. Where several pipes occur at same elevation, trapeze type hangers may be used. B. Trapeze Hangers: Fee and Mason, Fig. 500 or Fig. 521, enamel finish, preformed channel. Fig. 8500 pipe clamps or Fig. 8600 tubing clamps shall be used to secure piping to channel framing. C. Brackets: Fee and Mason, Fig. 150, 151, or 155 as required for weight of pipe. D. Uninsulated Steel Piping: Fee and Mason Fig. 8500 clamps. E. Insulated Piping 2 Inches and Smaller: Use 18 gauge galvanized steel, steel shield, over the insulation, in 180 degree segments minimum 12 inches long with Fee and Mason. Fig. 8500 clamps. F. Insulated Piping 2 -1/2 Inches and Larger (Except Chilled Water or Cold Water Piping): Use pipe covering protection saddle and Grinnell Fig. 271 roller supports. G. Cold and Chilled Water Piping 2 -1/2 Inches and Larger: Use hard block, nonconducting type saddles in 90 degree segments, minimum 12 inches long, and Grinnell Fig. 271 roller supports. 3. PART 3 - EXECUTION 3.1 GENERAL PIPING INSTALLATION 3.1.1 Unions or flanges A. Provide unions or flanges at piping connection to each valve, device or item of equipment, and elsewhere as required to make up or disconnect piping. B. Install each union to permit removal of parts and equipment, and in position permitting valves, device or equipment without disconnecting piping except unions. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.1.4 Pipe reductions 3.1.2 Prohibited branch connections SSOE 905012 A. Do not use face and flush bushings, close nipples, shaped nipples, or street ells unless authorized. Close nipples, when accepted, shall be extra heavy. 3.1.3 Branch connections A. Unless otherwise specified, branch connections may be made with boney forge weldolets, butt or threaded type in accordance with ANSI B31.3. Make larger branch connections with weld tees, laterals or crosses. A. Make reductions in piping lines with reducing coupling or weld fitting reducer. 3.1.5 Pipe building and equipment clearances A. Install piping to provide clearance for passages, headroom, operation of doors or windows, equipment, lighting outlets, or with Owner's apparatus and equipment. 3.1.6 Prohibited pipe locations A. Do not install piping containing liquids over electrical equipment unless approved by Kenworth. 3.1.7 Pipe coordination A. Locations of electric outlets, piping, ducts, and similar items shall be coordinated between Contractors, so that there will be no interference between lighting fixtures, piping, ducts, and other items installed in the same area. 3.1.8 Insulated pipe clearances A. Install insulated pipes, valves, fittings, and other accessories with minimum 4 inch clearance between finished covering and other work, and between finished covering of parallel, adjacent pipes. 15050 -5 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 3.1.9 Uninsulated pipe clearances A. Install uninsulated pipes, valves, fittings, and other accessories with minimum of 4 inch clearance between pipe and other work, and between parallel adjacent pipes. 3.1.10 Pipe direction changes A. Make changes in pipe line direction with fittings. 3.1.11 Pipe alignment A. Install vertical lines plumb and horizontal lines parallel to building walls where applicable. B. Offset lines around columns, beams, and other obstructions as required. C. Where special conditions are encountered in the field, arrangement and alignment of piping shall be in accordance with decision of Kenworth. 3.1.12 Underground pipe stakes A. Provide underground service line identification stakes extending 18 inches aboveground. Do not remove stakes until permitted by Kenworth. 3.1.13 Pipe component cleaning A. At time of erection, clean piping components of loose material. Clean strainer screens and sediment pockets prior to putting lines in service. 3.1.14 Pipe expansion A. Provide for thermal expansion by change of direction and /or as indicated on drawings. Thermal expansion in small sized lines which are shown schematically on drawings shall be compensated for by use of line offsets at time of erection. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.1.15 Valve installation SSOE 905012 A. Install valves at service connections to equipment and at branch lines from main lines. B. Install valves with stems above the horizontal plane. 3.1.16 Insulated pipe connectors A. Insulate connections between pipe, fittings, hangers of dissimilar metal against direct contact. Use dielectric insulating material. B. For pipe and fittings use "EPCO" dielectric flanges and unions. 3.1.17 Drain valves A. Install in lines carrying liquids at low points in system and where required to permit complete draining of entire .piping system. 3.1.18 Vent connections A. Provide valved air vent . connections in liquid lines liquids at high points of risers, mains, and vent required to permit complete venting of entire piping system. 3.2 JOINING METHODS AND MATERIALS 3.2.1 Each joint shall conform to respective industry standards applying to its type. 3.2.2 Ream pipe ends of threads to full cross sectional area after cutting. Threads shall conform to ANSI B2.1. Joints shall be made with teflon tape, applied to male thread. 3.2.3 Welded joints A. Welded joints shall be fabricated by operators qualified, and certified according to procedure suggested by American Welding Society specifications and required by enforcing bodies. 15050-7 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.2.4 Gaskets SSOE 905012 B. Butt weld joints shall have substantially full penetration and recommended bead reinforcement. C. Slip -on, socket, and fillet welds shall have geometry indicated in the "Code for Pressure Piping" ANSI B31.1. D. Remove weld scale from joint with wire brush as work proceeds and at completion. A. Gaskets for bolted joints shall be suitable for pressure and temperature at design conditions, and impervious to stream being conducted. B. Gaskets shall not be thicker than required for the condition of the installation. Flat faced, cast iron, brass, and bronze flanged joints shall be made with full face gaskets. C. Use ring gaskets for raised face flanged joints. Outside diameter of ring gaskets shall be equal to inside diameter of bolt holes. D. Inside diameter of flange gaskets shall not be less than inside diameter of pipe. E. Mechanical joint, 0-ring, and nonstandard gasketing shall be that which is recommended by manufacturer. 3.2.5 Bolts A. Bolts for steel, cast iron, brass, and bronze bolted joints, 250 ib. swp and 450 °F or under, shall be carbon steel, with american standard, regular, square heads, and american standard, heavy hexagon, semifinished nuts, ASTM A307, Grade B, and tee head high tensile steel bolts and nuts may be used in mechanical joint pipe line connections. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.2.6 Mechanical pipe couplings and fittings A. Mechanical couplings and fittings may be used to connect mechanical equipment to piping systems in lieu of screwed and welded joints where permitted by code, and if specified in other sections of this specification. B. Before assembly of couplings, lightly coat pipe ends and outside of gaskets with cup grease or graphite paste to facilitate installation. 3.3 PIPE SLEEVES 3.4 3.3.1 Provide sleeve in roof for accommodating steam safety valve discharge piping as required by steam exhaust head detail. 3.3.2 Sleeve Alignment: Set sleeves true to line, grade, position, plumb, and level, and maintain during construction. PIPE SUPPORTS 3.4.1 Provide pipe supports for the renovated steam system and, as required, to provide support to partially demolish piping systems. 3.4.2 Overhead pipe support SSOE 905012 C. Pipe grooving shall comply with manufacturer's specifications contained in latest published literature. A. Piping shall be adequately supported by means of hangers and supports. B. Carry overhead pipes directly on supports or suspend by hangers from supports. Furnish required supporting steel, hangers, and pipe supports. 3.4.3 Pipe support at equipment and control valves A. Piping at equipment and control valves shall be supported so that such can be removed without further supporting piping. 15050 -9. KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON B. Piping shall not introduce any strains or distortions in connected equipment. 3.4.4 Provide the following items for pipe support: A. Inserts for support of work in concrete construction. B. Forged steel beam clamps for steel construction. C. Supplementary channels, plates, and other items required where supports are required between building structural members, spanning the space and attached to building structural members by welding, bolting, or with concrete anchors. Angles shall be used in pairs, back to back. D. Rods, angles, rails, struts, braces, plates, and platforms required for suspension or support of piping, conduit, and equipment. E. Hangers, . rollers, threaded rods, turnbuckles, saddles, insulation protectors, anchors, and miscellaneous specialties for attachment of hangers and supports to structure. 3.4.5 Anchors and Guides A. Anchors and guides shall be installed as shown on drawings. Where anchors and guides are not specified by manufacturer's number, they shall be designed for specific job condition. B. Submit drawings of proposed anchors and guides for approval. C. Where piping is adjacent to walls or steel columns, welded steel brackets may be used. 3.5 PIPE HANGERS 3.5.1 Provide pipe hangers for the renovated steam system and as required to provide support to the other piping systems affected by selective demolition. KENWORTH PLASTIC SHOP RETROFIT TUKWILA,'WASHINGTON 15050711 SSOE 905012 3.5.2 Trapeze Hangers for Different Areas: In tunnels, pipe galleries, and where piping is racked on multiple hangers; piping attachments shall be as specified for trapeze hangers. 3.5.3 Trapeze Hangers for Insulated Pipe: Use correct size hanger to allow for increased diameters of pipe caused by pipe insulation. Contractor will not be allowed to cut or reduce specified insulation to allow application of hangers, unless otherwise specified. 3•5•4 Hanger Attachment: Side or bottom attachment to precast tee stems will not be permitted. 3.5.5 Horizontal piping shall be supported by hangers in accordance with following schedules: Steel Pipe 12-42113g--- =Aging Pipe Size Rod Water Gas or Service Air Service (Inches) (Inches) , (Feet) (Feet) Thru 1 3/8 7 9 1-1/4 3/8 10 9 1-3./2 3/8 10 9 2 3/8 10 13 2-1/2 1/2 12 13 3 1/2 12 15 4 5/8 14 17 6 3/4 17 21 8 7/8 19 24 10 7/8 19 24 12 1 23 30 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.5.6 Horizontal Cast Iron No -hub Pipe Supported by Hangers A. Cast iron no -hub pipe at least at every other joint except when the developed length between hangers exceeds 4 feet they shall be provided at each joint. B. Provide hangers at each horizontal branch connection. 3.5.7 Other means of hanging must be . approved by Kenworth. Do not use perforated band , iron or wire as hangers. 3.5.8 Piping System Tests A. Tests shall be . made on piping systems or parts of .piping systems in conformance with national, state, and local codes as well as requirements of administrative authority having jurisdiction and Kenworth. C. Miscellaneous steel required for the installation of piping, insulation equipment, etc. D. Tests and instructions IL E. Warranty 1.3 QUALITY ASSURANCE 1.3.1 Valves shall be fabricated, tested, and stamped in accordance with the ASME code. 1.4 WARRANTY 1.4.1 Manufacturer shall warrant equipment for a period of one year from date of acceptance. 1.4.2 Insulation materials, including adhesives and jackets as installed on exterior surfaces, shall be UL approved, with maximum flame spread rating of 25 and smoke developed rating of 50, as tested in accordance with ASTM E84, NFPA-255 and UL723. 1.4.3 Elastomeric type materials, where specifically allowed to be used shall not exceed flame spread rating of 25 and smoke development rating of 50, 15710-1 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON as installed. 1.4.4 Insulation used for a specific service shall be of the same type and material throughout. 2. PART 2 - PRODUCTS 2.1 STEAM PRESSURE REDUCING STATION 2.1.1 Acceptable manufacturers A. Spence B. Leslie C. Sarco D. Fisher E. Others as approved by Kenworth 2.1.2 Valve body shall be cast iron or semisteel. Main valve shall have 500 Brinell hardness stainless steel seat, Colmonoy or Stellited. Valve shall be spring closing without packing, single seated, and suitable for dead end service. Valves 2 inches and smaller shall have screwed ends; 2 -1/2 inches and larger shall have flanged ends. 2.1.3 Valve shall be pilot operated with steam pressure operated pilot and downstream control pipe. 2.1.4 Station shall be complete with required accessories such as Y -type strainer, auxiliary piping, gauges, etc. 2.1.5 Valve shall be sized for 2700 lb /hr. reducing from 110 to 35 psig. 2.2 STEAM SAFETY VALVES 2.2.1 Acceptable manufacturers A. Consolidated B. Kunkle Farris Others as approved by Kenworth C. 15710 -2 SSOE 905012 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 2.2.2 Valves shall be fabricated, tested, and stamped in accordance with the ASME code. 2.2.3 Safety valve shall be bronze construction. 150 lb. flange connections 1 -1/2" inlet x 3" outlet. H -type orifice. 2.2.4 Safety valve shall be designed for 2700 lb. /hr. at 60 PSIG relief pressure. 2.3 DRIP PAN ELBOW 2.3.1 Drip Pan Elbow: Model 1100 as manufactured by Crane. 2.4 EXHAUST HEAD 2.4.1 Provide Series 900 (screwed) or Series 901 (flanged) exhaust head as manufactured by Crane for safety valve and blowdown discharge through roof. 2.5 STEAM TRAPS 2.5.1 Acceptable manufacturers A. Sarco B. Mueller C. Armstrong D. Hoffman E. Others as approved by Kenworth 2.5.2 Float and thermostatic traps A. Steam traps for medium pressure condensate from heating equipment and drip points shall be float and thermostatic type. Model FT -30 or FT -75, as manufactured by Sarco. B. Body and cover shall be cast iron. Thermostatic air vent shall have factory adjusted valve piece and renewable seat. Internal parts including air vent, water discharge valve and float shall be constructed of stainless steel, copper, brass, or other noncorroding metal. C. Size traps according to capacities and pressure differentials provided by Kenworth. 15710 -3 KENWORTH PLASTIC SHOP 'RETROFIT TUKWILA, WASHINGTON SSOE 905012 Capacities noted include safety factor. 2.5.3 Steam traps from demolished condensate lines may be reused if: A. They are in good working condition B. They meet design specifications C. They meet with Kenworth's approval 2.6 EXPANSION JOINTS 2.6.1 Acceptable manufacturers A. Flexonics B. Adsco C. Zallea D. Tube Turns E. Others as approved by Kenworth 2.6.2 Expansion joints in condensate and steam lines 3 inch and smaller shall have 2 ply stainless steel bellows and carbon steel shrouds and shall be suitable for 75 PSIG working pressure and 750 °F operating temperature. 2.6.3 Expansion joints in condensate and steam lines 4 inch and larger shall be controlled flexing stainless steel corrugated packless expansion joints with liner. End connections shall be as shown on drawings, appropriate for working pressure. 2.6.4 Provide pipe alignment guides where shown on drawings. 2.6.5 Prior to acceptance each joint shall be cycled from shutdown condition to maximum load at least 5 times. Condition of installation and alignment shall be checked by Kenworth. 2.7 PRESSURE GAUGES 2.7.1 Acceptable manufacturers A. Trerice B. Ashcroft 15710 -4 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON C. Mueller D. Others as approved by Kenworth 2.7.2 Provide pressure gauges where shown on drawings. 2.7.3 Pressure gauge shall be similar to Trerice No. 600 Series with 4-1/2 inch face, brass movement, and phosphor bronze bourdon tube. Provide standard pipe pigtails and needle valve similar to Trerice No. 735 at all gauges. 2.7.4 Pressure gauges from demolished pressure reducing station may be reused if: A. They are in good working condition B. They meet design specifications C. They meet with Kenworth's approval 2.8 STRAINERS 2.8.1 Acceptable manufacturers A. Crane B. Mueller C. Grinnell D. Armstrong E. Sarco F. Hoffman G. Others as approved by Kenworth 2.8.2 Provide Y -type strainers at inlets to temperature control valves, pressure reducing valves, steam traps and where shown and noted on drawings. 2.8.3 Strainers shall have iron bodies and removable 30 mesh monel or stainless steel screens. Strainers 2 inches and smaller shall be screwed; 2 -1/2 inches and larger shall be flanged. 2.8.4 Strainers shall be line size and rated for appropriate working pressure. Provide 3/4 inch blowdown valve on strainers 1 -1/4 inch and larger. 15710 -5 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.8.5 Strainers from demolished steam and condensate lines may be reused if: A. They are in good working condition B. They meet design specifications C. They meet with Kenworth's approval 2.9 SUPPORTS A. Aboveground piping, butt -weld black carbon steel, schedule 80, 3/4 inch through 2 inches ASTM A53 GRADE B, 2 -1/2 inches through 10 inches Al20. B. Fittings 2 inches and smaller, 150 pounds malleable iron, standard weight, screwed. 15710 -6 SSOE 905012 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON -1/ AND E,.CHECK VALVE 2 ".AND SMALLER SSOE 905012 black carbon steel, schedule 80, ASTM A53, with butt welding ends. D. Flanges, raised face with welding neck. E. Unions, 150 pounds malleable iron, screwed, with bronze to steel seat. 2.10.3 STEAM VALVES (125 PSIG MAX) A. Acceptable manufacturers: Crane, Nibco, Jenkins, Walworth, Powell, Milwaukee, Stockham, Grinnell B. All valves for use with steel piping 2 inches and smaller shall be screwed; 2 -1/2 inches and larger shall be flanged. C. GATE VALVES 2" AND SMALLER 125# SWP BRONZE CRANE 428 2 -1/2" AND LARGER 125# SWP, MN OS &Y BRONZE TRIM, FLANGED CRANE 465 -1/2 GLOBE VALVE 2 " AND.SMALLER 125# SWP, BRONZE BRONZE DISC, CRANE 1 LARGER 125# SWP, FERROSTEEL OS &Y BRONZE TRIM:FLANGED" CRANE 351 125# SWP, BRONZE BRONZE DISC, CRANE 34 2 -1/2" AND 'LARGER 125# SWP, FERROSTEEL BRONZE TRIM CRANE 373. 2'.11 PIPING 2.11.1 Steam and condensate piping shall be identical in ' type, schedule, and material as that presently in service. 15 -7 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.13 PREFABRICATED FITTING COVERS SSOE 905012 2.12 TYPE 1A - FIBER GLASS PIPE INSULATION (40 °F TO 450 °F) 2.12.1 Acceptable manufacturers: Owens - Corning Fiberglass Corp., Manville Corp. (Micro -Lok G50), Certainteed (500° Snap On), Knauf. 2.12.2 Insulation shall be 3.5 pound density, rigid one piece fiber glass insulation. Glass fibers shall be bonded with a thermo setting resin. Provide factory applied vapor barrier jacket with a double self - sealing lap. Jacket shall be made of high density, white kraft bonded to aluminum foil and reinforced with fiber glass yarn. "K" factor shall be 0.25 at 75 °F mean temperature. 2.13.1 Acceptable manufacturers: Manville (Zeston), Certainteed (Snap -Form) 2.13.2 Prefabricated pipe fittings shall be composed of a precut, fiber glass insulation blanket and a preformed, snap -on type, molded PVC jacket cover. 3.1.1 Building Steam /Condensate System A. Install pressure reducing station and relief valve in accordance with Drawing D -2. The pressure gauges from the original reducing station may be reused. B. Install protective "bull rail" in front of pressure reducing station. Spacing shall allow for easy access of portable maintenance platform. A demolished "bull rail" may be reused if in good condition. Anchor identically to original installation. C. Install relief valve discharge piping to a distance of 7 feet above roof line. The original roof penetration above the demolished oven may be reused if the penetration is large enough to accept the new discharge piping. If a new penetration is required, it will be installed in accordance with Kenworth recommendations. 15710 -8 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON D. Install two, relocated, steam heaters into main production area with corresponding steam and condensate lines as indicated on Drawing D -2. E. Repipe existing steam supply and condensate return lines as shown on drawings. F. Slope all steam and condensate piping at a pitch of 1/8 inch per foot so that no valleys are produced where condensate can accumulate. If a valley cannot be avoided, install a condensate runoff line with a steam trap at the lowest point of the valley. G. Turning off steam service to the building will be allowed in order to make the tie - ins, but care must be taken to ensure that the steam lines and equipment do not freeze and subsequently rupture. H. In the event of the steam system or steam component becoming damaged due to freezing. Remove and replace damaged lines with new lines and equipment at no cost to Kenworth. 3.1.2 Install equipment according to manufacturer's recommendations. 3.1.3 Drip Pan Elbow: Provide as short as possible horizontal line from safety valve discharge to drip pan elbow assembly. Support piping independent of safety valve and drip pan. Pipe elbow drains to nearest floor sanitary sewer drain. 3.1.4 Provide expansion joints in steam and condensate lines as required to avoid excessive stress caused by thermal expansion. 3.1.5 Slope horizontal steam /condensate piping at 1/8 inch per foot in accordance with directions on drawings. 3.2 INSULATION INSTALLATION 3.2.1 Install insulation materials, adhesives, mastics, and coatings in strict accordance with manufacturer's recommendations and instructions. 3.2.2 Do not apply insulation prior to completion of . required pressure tests. 15710 -9 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 3.2.3 Wipe loose scale, dirt, and any other foreign material from surfaces to be insulated. Apply insulation to clean, dry surfaces. 3.2.4 Butt insulation firmly together and seal longitudinal and end joints with compatible adhesives jackets and facings. 3.2.5 Fill voids with insulating cement before applying finish cover. 3.2.6 Do not insulate over equipment nameplates. 3.2.7 Continue insulation through wall sleeves and other openings except at fire rated or smoke barrier walls. 3.2.8 Staples may be used as additional joint fastening on piping and equipment operating above ambient temperature in concealed areas. Do not use staples to fasten materials on vapor sealed piping and equipment. 3.2.9 Paste laps on longitudinal and butt joints of outer layer of insulation. Longitudinal joints shall occur on least conspicuous side. 3.2.10 Provide support lugs or anchors required for fastening insulation in place. 3.2.11 Provide insulation support steel at base of equipment such as boilers or vertical tanks. 3.2.12 Covering material shall be prepared and be compatible with the finish paint material. 3.2.13 Elastomeric insulation shall not be used in ceiling plenums. Use insulation with 25/50 smoke /flame spread rating in these areas. 3.2.14 Insulation for existing piping A. For existing insulated steam /condensate piping, provide new insulation where new pipe connections are made, asbestos is removed or insulation is damaged or missing. B. New insulation shall be as specified in this section. 3.3 APPLICATION OF PIPING INSULATION - GENERAL 3.3.1 Do not insulate the following piping: 15710 -10 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON A. Automatic air vent and discharge piping B. Drain piping downstream of system drain valve C. Relief valve and its discharge piping D. Unions and flanged valves on hot lines (above 65 °F) E. Steam control valve bodies F. Bonnet on screwed valve bodies G. Steam traps and 5 feet of pipe upstream of trap H. Expansion joints I. Removable plates on check valves 3.3.2 At unions, flanges, and wherever insulation terminates, trowel insulation cement to neat bevel and cover. 3.3.3 Grooved mechanical joints of victaulic type shall be insulated. 3.3.4 Insulation for piping shall be continuous through hangers and supports. At hangers and supports, install in accordance with section, 15010 pipe supports and hangers. 3.3.5 Fill all voids and seal joint between new and existing insulation. Use vapor barrier cover where required by this section. 3.4 PIPING INSULATION SSOE 905012 3.4.1 Application of type 1A - fiber glass pipe insulation. A. Insulate fittings, valves and pipeline accessories. B. Butt tightly circumferential and longitudinal joints. Wire half sections in place with 16 gauge black annealed wire, 12 inches on center. Point joints and cavities with insulating cement. C. Where multilayer application is required, stagger joints and wire outer layers as 15710 -11 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON described above. SSOE 905012 D. Wire in place precut, mitered segments of pipe insulation using 16 gauge black annealed wire. Apply a coat of finish cement. 3.4.2 Insulation of pipe fittings A. Insulate fittings 3 inches and smaller with mineral fiber insulating cement to thickness of adjoining pipe insulation. Cover with glass cloth. B. Insulate fittings 4 inches and larger with fiber glass mitered or molded sections. Wire sections securely in place with No. 20 gauge corrosion resistant wire. Fill open joints and voids with insulating cement, apply one coat of finishing cement. When the cement is dry, apply 2 coats of approved vapor barrier mastic reinforced with open weave glass mesh. C. Prefabricated fitting covers approved for use at pipe fittings may be used in lieu of finishing method outlined above. These fitting covers shall be list piping system and thickness and operating temperature above 450 °F in schedule. 3.5 PIPING INSULATION SCHEDULE 3.5.1 Piping systems shall be insulated in accordance with the following schedule: SERVICZ OPERATING PIPE THICKNESS TEMP °F SIZE (INCHES) (INCHES) TYPE 1A_ A. MP STEAM 251 TO 305 3/4 TO 1 2 15 -60 PSIG B. MP STEAM 251 TO 305 1 -1/4 TO 4 15 TO 60 PSIG C. MP STEAM 251 TO 305 5 & ABOVE 15 TO 60 PSIG D. HP STEAM 306 TO 450 2 -1/2 TO 4 60 TO 400 PSIG E. STEAM ALL 3/4 TO ,2 15710 -12 2 -1/2 1-1/2 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON CONDENSATE F. STEAM CONDENSATE 3.5.2 ALL Insulation on fittings and valves shall be same thickness as on pipe. END OF SECTION 2 -1/2 TO 4 2 SSOE 905012 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1. PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.1.1 Drawings and General Provisions of Contract, including General and Supplementary Conditions and Division -1 Specification sections, apply to this section. 1.2 SPECIAL NOTES 1.3 DESCRIPTION OF WORK SECTION 16000 ELECTRICAL SSOE 905012 1.2.1 Do not interfere with normal production and maintenance in existing facilities in any way during the performance of work detailed in these specifications and drawings. Work must be performed in such a manner as to result in the minimum downtime to affected services. 1.2.2 Relocation, reinstallation, and reconnection of existing equipment, or connection of new equipment, power cables or control wires to the existing system shall be performed without disruption of the Owner's operations or during nonproductive hours, unless such interruption is authorized by Kenworth. 1.2.3 All electrical equipment and equipment assemblies furnished under this contract shall be listed by Underwriters' Laboratories and shall bear the UL label. 1.3.1 Work includes labor, materials, equipment, and incidentals required for the construction, installation, and placing in service of the power system, lighting system, control system etc., and as specified. 1.3.2 Electrical work includes, but is not to be limited to the following: A. Disconnection and removal of electrical service to items removed under selective demolition and demolition sections. 16000 -1 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON B. Reconnection and rewiring of electrical service to two (2) relocated steam heater fans. C. Raising where required, light fixtures in production area to fourteen (14) feet. D. Installation of 120 V and 480 V receptacles as shown on drawing. 1.4 SUBMITTALS 1.4.1 Comply with requirements of Section 01300. 1.5 LABOR AND SUPERVISION 1.5.1 Electrical Contractor shall furnish the services of a competent supervisor to direct and oversee this work. 1.5.2 Workmanship shall be in accordance with the best practices of the trade. Electrical work shall be installed by journeyman electricians, under direct supervision of a competent foreman. 1.5.3 At no time shall electrical work be installed by apprentice electricians or laborers without the immediate on- the -job supervision of a journeyman electrician. 1.6 LAYOUT AND COORDINATION 1.6.1 Electrical Contractor shall be responsible for laying out work in conformance with drawings and specifications and shall be responsible for damage caused by reason of any inaccuracy on his part. 1.6.2 Contractor shall take field measurements necessary for his work and shall be responsible for their accuracy. 1.6.3 Electrical Contractor shall confer with other Contractors working on this project and arrange to locate equipment, conduit, outlets, light fixtures, etc., in proper relationship to their work. When other trades interfere with these locations, this Contractor shall bring the matter to the attention of Owner's Representative, whose decision shall be final as to which trade shall take precedence. 16000 -2 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON A. Where this is not done, the Owner reserves the right to make such changes in work as are necessary to avoid interference, and such changes shall not be considered as extra work. 1.6.4 Should any structural or mechanical interference prevent running of conduits, setting junction boxes, arrangement of lighting fixtures, methods of suspension, etc., in locations indicated on plans, the necessary deviation therefrom, as determined by Owner's Representative, must be made, without additional cost to Owner, where relocation is not over 5 feet from location shown on drawings. 1.6.5 Provide electrical service and connections to items requiring wiring in all other divisions. Contractor shall check plans and specifications, other than electrical, to determine electrical wiring requirements. 1.6.6 Electrical Contractor shall, at all times, keep himself fully informed of the progress of the general construction, shall install all of his work that is concealed, or built into the building in sufficient time to ensure proper location, without delays to the work of other trades, and properly attend the electrical work during the progress of construction to prevent misalignment of, and damages to the electrical. work. 1.7 CODES, PERMITS, AND INSPECTIONS 1.7.1 Work shall comply with the requirements of the National Electrical Code, OSHA, National Electrical Safety Code, state building rules and regulations, local ordinances, and such other statutory provisions that pertain to this class of work. Such codes, rules, regulations, and local ordinances are to be considered as part of these specifications. 1.7.2 Electrical Contractor shall, at his own expense, obtain all necessary permits for construction and performance of electrical work. 1.7.3 Electrical Contractor shall, at his own expense, secure a certificate of final inspection and approval from the inspection authority having jurisdiction prior to final approval. 16000 -3 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 1.7.4 Owner shall secure a certificate of final inspection and approval from the inspection authority having jurisdiction. However, Electrical Contractor shall be responsible for and shall correct all defects as required by the inspection authority and the Owner, without addition to the contract price. 1.8 SAFETY PROCEDURES 1.8.1 Electrical Contractor is expected to comply with all of Kenworth's safety rules and regulations for Contractors and their employees. 1.9 CUTTING, PATCHING, DAMAGE TO OTHER WORK, AND PHASING OUT 1.9.1 The Electrical Contractor shall do all cutting, fitting or patching of the work that may be required, shown upon, or reasonably implied by, the drawings and specifications. 1.9.2 Avoid cutting into work of others by using sleeves, inserts, and chases whenever possible. 1.9.3 If necessary to cut into the work of another contractor, it shall be done by that Contractor, at Electrical Contractor's expense, or by Electrical Contractor with the consent of the other Contractor. Any patching made necessary by such cutting shall be executed in the same manner. 1.9.4 Cutting shall be done with such tools and methods that will prevent damage to surrounding building areas or equipment. 1.9.5 Building structural members shall not be drilled, punched, cut or burned without approval of the Owner's Representative. Electrical Contractor, shall be responsible for the cost of repairing damage he inflicts on the building structure. 1.9.6 Electrical Contractor shall be held responsible for all damage to other work caused by his work, or through the neglect of his workmen. All patching and repairing of damaged work shall be done by workmen of the proper trade, but the cost of same shall be paid by Electrical Contractor. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1.9.7 Electrical Contractor shall be responsible for phasing out and providing the proper connections for all circuits installed. 1.10 DEMOLITION 1.10.1 Perform demolition and removal work in such manner and at such times as not to interfere with Owner's continuing operations. Work shall follow a mutually agreed upon schedule between Owner and Contractor. 1.10.2 Existing utilities and services within and adjacent to demolition limits shall be protected from damage which may result due to demolition operations. 1.10.3 Generally, the extent of demolition and removal work shall be as noted on drawings. Specified requirements in the removal of certain items of work shall be as follows: A. Electrical wiring, conduit, boxes, device plates, switches, and receptacles shall not be reused. Starters, panelboards, and other equipment of a larger nature may be reused when indicated on drawings. New connections, hangers, conduit, etc., shall be installed as specified on drawings. 1.10.4 Electrical apparatus and equipment to be reused shall be carefully disconnected and stored in dry areas. Such items shall be thoroughly inspected, cleaned, and have worn or broken parts replaced. 1.10.5 Electrical apparatus and equipment which will not be reused shall be returned to Owner for use as replacement parts or salvage. 1.11 PAINTING 1.11.1 Electrical Contractor, shall patch all areas affected by his work and prepare them for painting by others. Rust spots on any part of the work of Electrical Contractor shall be brushed clean and primed with red lead or to match factory prime paint. 1.11.2 Factory finished equipment shall be handled with care, to avoid marring finish. Such finishes damaged during installation shall be repaired to satisfaction of the Owner, by Electrical 16000 -5 SSOE 905012 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 1.12 ACCEPTANCE TESTS 16000 -6 SSOE 905012 Contractor or by others at expense of Electrical Contractor. 1.12.1 Electrical Contractor shall furnish materials, labor and equipment required for acceptance tests. Acceptance tests shall be performed in the presence of Owner's Representative and must be passed before final acceptance of work. 1.12.2 Owner will approve final acceptance of the wiring system when all wiring, considered as a complete system, functions to operate connected electrical equipment as indicated in details of specifications and on drawings. All motors shall be properly connected to protective devices and motor rotation shall be in correct direction. 1.12.3 Demonstrate by test, at the request of Owner, compliance of the installation with these specifications, drawings, National Electrical Code, and applicable state and local codes. These tests shall include operation of lights and equipment, continuity of conduit system, grounding resistance and insulation resistance measurements on not more than four representative circuits, and other circuits for which a justifiable reason exists for such tests. 2. PART 2 - PRODUCTS 2.1 RIGID METAL CONDUIT 2.1.1 Rigid steel conduit shall be highly ductile, standard weight, hot dip galvanized or sherardized and finished with a protective coating, inside and out. Conduit shall be delivered to site in 10 foot lengths, threaded with a coupling on one end and a plastic thread - protector on the other end. Minimum conduit size shall be 3/4 inch. 2.1.2 Rigid Aluminum Conduit: Nonferrous, corrosion- resistant, Schedule 40, extruded aluminum pipe. Conduit shall be delivered to site in 10 foot lengths, threaded, with a coupling on one end and a plastic thread protector on the other end. Minimum conduit size shall be 3/4 inch. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON SSOE 905012 2.1.3 Acceptable Manufacturers: Allied Tube and Conduit, LTV Steel Tubular Products, Triangle /PWC., New Jersey Aluminum Co., Vaw of America, Inc. 2.2 LIQUIDTIGHT FLEXIBLE STEEL CONDUIT 2.2.1 Flexible conduit shall be galvanized and shall have an integral copper ground wire and extruded polyvinyl covering with watertight connectors. Ground wire shall be bonded to connectors at both ends. A. A separate properly sized ground wire shall be used on all sizes 1 -1/2 inch and larger. B. Flexible conduit shall not exceed, six feet in length in any given run and three feet or less at the termination end. 2.2.2 Acceptable Manufacturers: O- Z /Gedney, Anaconda, Electriflex Co. 2.3 WIRE AND CABLE 2.3.1 All conductors for systems of 600 volts or less . shall be type (XHHW) (THHN) rated for 600 volts. 2.3.2 Conductors: Stranded soft copper of number and sizes as shown on drawings. 2.3.3 Type XHHW Conductor Insulation: Thermosetting chemically cross- linked polyethylene. Rating shall be 75 °C. for wet locations, 90 °C. for dry locations. 2.3.4 Type THHN Insulation: Polyvinyl chloride with outer covering of nylon. Rating shall be 90 °C. for dry locations. 2.3.5 Color Coding: Provide color coding as follows. A. Feeders, branch circuits and lighting PH.A PH.B BLS Neutral 120/240/1 PH Black Red White 120/208/3 PH Black Red Blue White 227/480/3 PH Brown Orange Yellow Gray KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON C. All circuits 2.3.7 Acceptable Conductor Manufacturers: Southwire, Essex, Rome. 2.4 BOXES AND FITTINGS 2.4.1 Boxes: NEMA Type 12. 16000 -8 SSOE 905012 B. AC power motor leads from motor starters All Phases: Black with phase Identification tags (1) Green: Equipment grounding conductor D. For specified insulation not manufactured by the selected vendor with integral colors, use Scotch No. 35 color - coding tape on each conductor entering every box, through cabinets and other locations where conductors are continuously accessible. 2.3.6 Electrical Tape: Polyvinyl chloride, minimum 7 mil thickness, be rated at 80 °C and shall maintain flexibility and adhesion from 0 °F to 100 °F. Triangle, 2.4.2 Junction boxes and pull boxes shall be fabricated from galvanized code gauge steel with full- access screwed on covers mounted with corrosion resistant machine screws. A. Covers shall be gasketed and be for surface or flush installation as required. B. Box size shall be as required by NEC for number of conduits and conductors entering and leaving box. C. NEMA 12 boxes shall be equipped with conduit hubs. 2.4.3 Cast metal outlet boxes shall be made of copper free aluminum. Boxes shall be provided with threaded openings or hubs depending on application. Boxes shall be FS or FD as required. 2.4.4 Fittings and conduit outlet bodies on exposed conduit systems shall be of threaded hub cast- metal type condulets, unilets, etc. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 2.5 DUPLEX RECEPTACLES 2.5.1 Receptacles: Specification grade, 20 amp, 125 volt, 2 pole, 3 wire, self - grounding, with double wipe contacts, back and side wiring. NEMA configuration 5 -20R. 2.5.2 Duplex receptacles shall have eight clamp type back wiring holes and four side wiring screws with wire restraint feature which will accept up to #10 AWG copper wire. 2.5.3 Receptacles shall meet Federal Spec. WC -596. 2.5.4 Acceptable Manufacturers: Hubbell, Leviton, Pass & Seymour, Slater. 2.6 OWNER FURNISHED ELECTRICAL EQUIPMENT 2.6.1 Electrical equipment furnished by Owner, connected by Electrical Contractor includes the following: A. Two Steam Heaters - Relocated under this contract. 3. PART 3 - EXECUTION 3.1 CONDUIT 3.1.1 Install rigid metal conduit for all wiring. 3.1.2 Conduits shall be exposed in manufacturing or process areas. 3.1.3 Run exposed conduit parallel or perpendicular to building walls. 3.1.4 Rigid aluminum conduit may be used in dry interior locations when installed in building trusses or protected areas. Aluminum conduit shall not be imbedded in concrete foundations, slabs or walls. 3.1.5 Liquidtight flexible conduit shall be used to facilitate connections to motors or devices. 3.1.6 Where conduits penetrate fire walls or partitions, pack openings with mineral fiber or approved insulation to maintain integrity of fire barriers. 16000 -9 SSOE 905012 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.1.7 Conduit connections, pull boxes, control panels, and other electrical equipment enclosures shall be made by use of double steel locknuts. The conduit system, including pull boxes, shall form a continuously conductive grounding system. 3.1.8 Protect conduits immediately after installation by installing flat, noncorrosive, metallic discs and steel bushings at each end. A. Do not remove disc until necessary for pulling cable. Prior to pulling of cables, steel bushings and metallic discs shall be removed and insulated throat metallic grounding bushings shall be installed on the end of each conduit. 3.1.9 Substantially support conduit by pipe straps or suitable clamps or hangers, so attached to the structure as to provide a substantial and rigid installation. A. Joint use of hangers with plumbing lines will not be permitted. 3.1.10 Make conduit bends so as not to reduce the inner diameter of the conduit. Bends shall have a radius of not less than six times the internal diameter of the conduit. A. Heating of conduit to facilitate bending, will not be permitted. B. Special long radius bends shall be used for all conduit sizes 1 -1/2 inch and larger. 3.1.11 Exposed parallel conduit runs at bends shall have the bends so made that they will be arcs of concentric circles. 3.1.12 Where all- thread nipples are used between fittings and electrical equipment, they shall be installed so that no threads are exposed. 3.1.13 Running threads will not be permitted. Where necessary split couplings or Erickson couplings shall be used. 3.1.14 Conduits threaded in the shop or field shall be threaded to meet standard pipe thread length specifications. Conduit ends shall be cut square, and the cut end carefully reamed inside before threading. 16000 -10 3.2 WIRE AND CABLE KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.2.1 Conductors for Power Wiring: Minimum of #12 AWG and control wiring shall be a minimum of #14 AWG. 3.2.2 Make splices and taps of conductors #10 AWG and smaller using electrical spring connectors with polyvinyl chloride insulating caps. 3.2.3 Make splices and taps of conductors larger than #10 AWG using compression type connectors. Finish splice or tap shall be insulated with one layer of vinyl backed mastic followed by two half - lapped layers of electrical tape. 3.2.4 Swab interiors of all conduits clean and dry before pulling wire. 3.2.5 Exercise care while installing conductors in conduits so as not to damage conductor insulation. Use only UL approved wire pulling lubricants for pulling -in conductors. 3.2.6 Free ends and loops of wire at boxes and enclosures shall be pushed back into box and protected by blank covers or other means, until the finishing work is completed to the point that final connections can be made. 3.2.7 Test and permanently tag by circuit number each circuit wire except neutrals, in panel gutter before connecting to panel using numbered tapes. For three phase, 4 wire systems, 3 line conductors may be served by a common neutral. In no case may a common neutral be used when two circuits are connected to the same bus of panelboard. 3.2.8 Terminal strips shall be lettered or numbered, and numbered or lettered tapes shall be attached to conductors connected through terminal strips. 3.2.9 All control and power wires shall be identified at both ends; i.e., at the power, lighting and control panel and at the device connected. 3.2.10 All terminations shall be torqued in compliance with associated device UL listing. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.3 BOXES 3.3.1 Install junction boxes where necessary to terminate, tap or redirect multiple circuit runs. 3.3.2 Support boxes independently of conduits by means of brackets, rod hangers, bolts and other suitable means. 3.3.3 Install pull boxes where required for offsets or bends, to facilitate the installation of conductors or where shown. 3.4 ELECTRICAL EQUIPMENT SUPPORT DEVICES 3.4.1 General A. Junction stations, electrical supported structure conduits. SSOE 905012 boxes, pull boxes, control cabinets, switches, and other equipment shall be rigidly by attachment to the building prior to the installation of B. Conduits shall be supported at intervals not greater than 10 feet and within 3 feet of any bend or outlet box. 3.4.2 Keep conduit at least 12 inches away from parallel runs of high temperature radiating surfaces and at least 7 inches away from such surfaces at crossings. A. Where surfaces are insulated, conduit shall clear the surface by 2 inches. B. Conduit shall not run directly under cold water lines. 3.4.3 Support groups of exposed parallel conduits with conduit racks. 3.5 PANELBOARDS, STARTERS, DISCONNECT SWITCHES, AND CONTROL STATIONS 3.5.1 Mount disconnect switches and control stations so that top is no more than 72 inches above finished floor and in locations which are clearly accessible. 16000 -12 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.6 MOTOR OVERLOADS 3.7 FUSES 3.7.1 3.7.2 Provide fuses. 16000 -13 SSOE 905012 3.5.2 Clearly label electrical equipment to indicate the equipment controlled. Nameplates shall be provided for this purpose. 3.5.3 Connect panelboard branch circuits to appropriate branch breakers and circuit number as shown (on drawings) (and) (on lighting panel schedule). 3.5.4. Provide each panel with typed directory identifying its circuit connections. Panels shall be identified with 1 inch letters, in accordance with designations on drawings, stenciled on inside cover. Panelboards shall be supplied with "subfeeds" and main breakers when indicated. 3.6.1 Provide overload heaters. Electrical Contractor shall be responsible for field verifying actual motor horsepower, nameplate full load current and service factor of each motor and provide or replace overload heaters as required by the National Electrical Code and in accordance with manufacturer's suggested size. Feeder fuses 600 amperes and below shall be UL Class RK1, time delay. 3.7.3 Motor branch circuit fuses shall be UL class' RK5, time delay. 3.7.4 Provide fuses for all fuse holders, including those in equipment furnished by others to which Electrical Contractor makes connections. Contractor shall replace fuses blown during construction. 3.8 LIGHTING SYSTEM 3.8.1 Raise existing lighting fixtures in the production area to fourteen (14) feet above finished floor if not already at or above that minimum distance. Do no present lighting orientation and layout unless approved by Kenworth. KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON 3.8.2 In the case interferences, heights may be 3.8. Raise fixtures accumulate in lampholders or SSOE 905012 of equipment or structural fixture locations and mounting altered slightly. so that water cannot enter or housings, connection boxes, other electrical parts. 3.8.4 Provide and install any additional supports required and support fixtures from points recommended by manufacturer. Supports from building structure shall be adequate to hold at least twice fixture weight. 3.8.5 Raise all associated cords, conduit junction boxes, and other items, as required for proper relocation of lighting system, to a minimum fourteen (14) feet above finished floor. 3.8.6 Clean raised fixtures free of dirt, inside and outside. Do not install fixtures until painting work is completed or, if earlier installation is mandatory, fixtures shall be completely enclosed with paper or plastic film during painting so no paint comes in contact with fixture. 3.8.7 Fasten surface outlet boxes to which fixtures are attached and pull boxes to the structure independent of the conduit system supports. 3.8.8 Do not use wire ties for supporting conduit. 3.9 BRANCH CIRCUITS 3.9.1 Lighting fixtures and control devices shall be connected as shown. 3.9.2 Branch circuits shall utilize a common neutral conductor for three branch circuits provided there is a difference of potential between phase wires, that is separate phases. 3.9.3 Terminate neutral conductors at panelboard neutral bar. 3.9.4 Terminate ground conductors at panelboard ground bar. 3.9.5 Where circuit number designations are not shown or indicated, connect these circuits in panelboard in such a manner to balance loading on each phase as closely as practical. 16000 -14 KENWORTH PLASTIC SHOP RETROFIT SSOE 905012 TUKWILA, WASHINGTON 3.9.6 Do not use attached fixture connection boxes or ballast enclosures for branch wiring, unless indicated on drawings and provided such box or enclosure is approved for through wiring. 3.9.7 Install outlets where shown and conductors terminating at each wired outlet shall be left not less than 8 inches long within outlet. 3.10 BUILDING UTILITY EQUIPMENT CONNECTIONS 3.10.1 Relocated steam heater fans shall be reconnected to electrical service such that their original functioning is not altered. 3.10.2 Provide and install all conduit, wiring, supports, and accessories required for proper installation and operation. 3.11 GROUNDING 3.11.1 Ground system neutrals and electrical equipment enclosures including power panels, transformers, lighting panels, and conduit system. 3.11.2 Minimum size of electrical equipment ground conductors shall be in accordance with National Electrical Code, Article 250. Provide oversized conductors where shown. 3.11.3 Bond all metallic conduits entering lighting panel and power panel. 3.11.4 Conduit system is used as grounding system. Continuity of conduit must be maintained throughout the conduit run. 3.11.5 A separate insulated stranded copper ground conductor shall be run with circuits. Conductor shall be properly terminated at both ends of conduit run to maintain a continuous ground path. 3.11.6 Install ground rods at the locations shown on the drawings, at least two feet from building foundation. 3.11.7 Electrical Contractor shall furnish instruments for, and measure ground resistance of each ground rod and entire grounding system. Measured resistance to ground of each rod before connection to grounding electrode conductor 16000 -15 KENWORTH PLASTIC SHOP RETROFIT TUKWILA, WASHINGTON shall not exceed 25 ohms. Measured resistance of entire system shall not exceed 5 ohms. 3.12. ELECTRICAL REQUIREMENTS AS REGARDS SELECTIVE DEMOLITION AND DEMOLITION SECTIONS. 3.12.1 Remove all wiring, conduit, supports, etc. required by the demolition and removal of electrical equipment specified in the demolition and selective demolition sections. Disconnect from main service at locations specified. 3.12.2 Repair all damaged or abandoned wall, floor, or roof penetrations in accordance with applicable specification sections. 3.13 INSTALLATION OF RECEPTACLES SSOE 905012 3.13.1 Provide and install 120 V and 480 V receptacles . as indicated on drawings. 3.13.2 Provide all necessary hangers, supports, conduit, and accessories required for proper installation. PROJ ,L, ,, , ,,, 4 � � PERMIT NO. 6 GT , L/ SITE ADDRESS: g 67 L `-G c , , a•/ DATE CALLED: /- -- 7' 6 - 9---e_22 � -- 3 (---7&—", � « /(/4'i•l ,. � TYPE OF INSPECTION: �'' 4 l,, D ATE WANTED: / � j _ SPECIAL INSTRUCTIONS: / .'c_20 -/, /- 3 a REQUESTER: 4;,,,, 4., , , , . PHONE NO.: INSPECTION RESULTS /COMMENTS: �''- 7/- , �,., / O INSPECTOR: .���.� - __ DATE: S ?M?aiazf3 .y 4:�'7.•:1'ti`:HL';; u:;�'1c�: CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ur se• �: <y;F.,X4"r +:4 SYS'Jr's? �3�f:Xti::'���ri`' "*': • INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: tce ica..4.612. ±S PERMIT NO. 6 Li GI DATE CALLED: DATE WANTED: ‘r 9 a.m. SITE ADDRESS: Lrb i- f f fi.‘e ‘ TYPE OF INSPECTION: SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: /-.) 2) Ai r / /-74 c ."-; 4 - AS ,i. AL 4.• ' .... Z :Ze-C- - -/... - 7, " e---,4 e , INSPECTOR: DATE: 4 -/— — , CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431-3670 11 I IttiA INSPECTION RECORD 6300 Southcenter Boulevard – #100 Tukwila Washington 98188 PROJECT: J(4 , , ,-- f"� PERMIT NO. Gnu" 1-- SITE ADDRESS: DATE CALLED: — TYPE OF INSPECTION: DATE WANTED: SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS /COMMENTS: (7 L- 2;:-. () �, i ._ f ' r L. �) , A F .. ., . INSPECTOR: GLit . `" _;, DATE: — •-�? dui. : \.:m1r:1. : %1 ^i„xt;.r .,�,.te n..,.n >, i�.o... -•�.:� i,.i. �....... , „�i,...,,. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 .....ft.... .... t.; U +i.. .xb',N,,.,. (4• •.. .t. +. ,�._ •f'i.... ... • ..... jY..,: i, W. t" 43^ t.'; 4:F✓:� /Nt'.7:f r... s "!.".):�•}If. �';w. • : / +l INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: � �, �',�� PERMIT NO. SITE ADDRESS: rt3 r p / , x#,, ,Z„ / 4' DATE CALLED: TYPE OF INSPECTION: .� _,,, " DATE WANTED: . -- —� i t ' SPECIAL INSTRUCTIONS: 12M _ �� REQUESTER: .• — — ..! 1,.:... INSPECTION RESULTS /COMMENTS: /t/ ,IPHONE r a► NO.: -1 . /"-e r�( .�_. / / st- ' - - / - - - - --� I INSPECTOR: At, _ ��7)- DATE: G%/ —e,' --eq,' CITY OF TUKWIL.A Dept. of Community Development - Building Division Phone: (206) 431 -3670 -� INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Address r: w% City of Tukwila • 1909 • • FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor TUKWILA FIRS DEPARTMENT FINAL APPROVAL FORM Project Name �l- A. /46-0 ,ern ✓ ; Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice. issued Sprinklers: Fire Alarm: A/ Hood & Duct: Halon: Al • Monitor: Pre - Fire: Permits: 6e CI Authorized Signature Control No. Permit No. (/ na Suite # FINALAPP.FRM T.F.D. Form F.P. 85 'K' REQUIRED INSPECTIONS PHONE D APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 . 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wail Nailing 431 -3670 5 Roof Sheathing Nailing 431.3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431.3670 11 12 13 14 FIRE FINAL insp: 575 -4407 15 PLANNING FINAL 431-3670 18 PUBUC WORKS FINAL 431.3670 l 17 BUILDING FINAL 431.3670 CITY OF TUKWILA Department of Community Development • Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431.3670 SITE ADDRESS: 8801 E Marginal Wy S DUILLJIIrM1 r'cruviI1 INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING PERMIT NO DATE ISSUED: PROJECT: Kenworth CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING • When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION • When forms and rebar are in place. 3. SLAB • If structural slab or if understab insulation Is required. 4. SHEARWALL NAIUNG • Prior to cover. 5. ROOF SHEATHING NAILING • Prior to cover. 6. MASONRY CHIMNEY • Approximately midpoint. 7. FRAMING • After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points dear. 9. SUSPENDED CEILING • Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). v . 11. 12. 13. 14. FINAL FIRE INSPECTION • Contact Are Department for their requirements. 15. FINAL PLANNING INSPECTION • Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION • Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) -• King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project programs. CITY OF TUKWILA ;2u(' SO11T11C'RNTER 11OULEt'A I$ ANl11NCTUN 98188 Plan Check #91 -033s Kenworth 8801 E Marginal Wy S MIONE n ,21N;14 :13.1890 THE FOLLOWING COMMENTS APPLY TO AND BECOME A F THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 7. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 8. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Cary L. VanOusen, Mayor PLAN REVIEW COMMENT PLAN CHECK # 91- O33 PROJECT El KS WOR T�1- REQUIRED INSPECTIONS "a No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. k.07 Plumbing permit shall be obtained through the King County Health Department �'C���"'CCC��..JJJJ and plumbing will be Inspected by that agency, Including all gas piping (296- 4722). 0 All structural concrete to be special Inspected (Sao. 306, UBC). O All structural welding to be done by WA.B.O. certified welder and special Inspected (Soo. 306, UBC). 0 All high - strength bolting to be special Inspected (Seo. 306, UBC). 0 Any new ceiling gild and light fixture Installation is required to meet lateral bracing requirements for Seismic Zone 3. 1 t. Partition walla attached to coifing grid must be laterally braced it over eight (8) feet In length. 0 Readily accessible access to roof mounted equipment Is required. 0 Englneorood truer) drawings and calculations shall be on site and available to the building Inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington Stale Professional Engineer. 15. Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform atrictty with recommendations given In the soils report prior to final inspection (see attached procedure). 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). All construction to be done In conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, Inspection records, and approved plane shall be posted at the Job site prior to the start of any construction. When special Inspection le required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inepootlon agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. Any exposed Insulations backing material to have Flame Spread Rating of 25 or lees, and material shall bear Identification showing the fire performance rating thereof, All food preparation establishments must have fang County Heath Department sign -oft prior to opening or doing any food processing. Arrangements for final Health Department Inspection ehould be made by calling King County Henith Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it Is the contractor's responsibility to have a set of plane approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. Alt materials shall bear Identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for Inspection at the factory. t0 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure le In addition to any requirements for special inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special inspected. All wood to remain In placed concrete shall be treated wood. All structural masonry shall be special Inspected per U.B.C. Section 308 (a) 7. Validity of Permit. The issuance of a permit or approval of plane, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of thle code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel tho provisions of thte code shall be valid. 1 Footings 2 Foundation 3 Slab /Slab Insulation 4 Shear Wall Nailing 5 Roof Sheathing Nailing 6 Masonry Chimney 7 Framing X 8 Insulation 9 Suspended Ceiling 10 Wall Board Fastening 11 12 13 X 14 FIRE FINAL 15 PLANNING FINAL 7 16 PUBLIC WORKS FINAL 17 BUILDING FINAL PLAN REVIEW COMMENT PLAN CHECK # 91- O33 PROJECT El KS WOR T�1- REQUIRED INSPECTIONS "a No changes will be made to the plane unless approved by the Architect and the Tukwila Building Division. k.07 Plumbing permit shall be obtained through the King County Health Department �'C���"'CCC��..JJJJ and plumbing will be Inspected by that agency, Including all gas piping (296- 4722). 0 All structural concrete to be special Inspected (Sao. 306, UBC). O All structural welding to be done by WA.B.O. certified welder and special Inspected (Soo. 306, UBC). 0 All high - strength bolting to be special Inspected (Seo. 306, UBC). 0 Any new ceiling gild and light fixture Installation is required to meet lateral bracing requirements for Seismic Zone 3. 1 t. Partition walla attached to coifing grid must be laterally braced it over eight (8) feet In length. 0 Readily accessible access to roof mounted equipment Is required. 0 Englneorood truer) drawings and calculations shall be on site and available to the building Inspector for Inspection purposes. Documents shall bear the seal and signature of a Washington Stale Professional Engineer. 15. Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform atrictty with recommendations given In the soils report prior to final inspection (see attached procedure). 0 A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). All construction to be done In conformance with approved plane and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, Inspection records, and approved plane shall be posted at the Job site prior to the start of any construction. When special Inspection le required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inepootlon agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division In a timely manner. Reports shall contain address, project name and permit number of the project being inspected. Any exposed Insulations backing material to have Flame Spread Rating of 25 or lees, and material shall bear Identification showing the fire performance rating thereof, All food preparation establishments must have fang County Heath Department sign -oft prior to opening or doing any food processing. Arrangements for final Health Department Inspection ehould be made by calling King County Henith Department, 296 -4787, at least three working days prior to desire inspection date. On work requiring Health Department approval, it Is the contractor's responsibility to have a set of plane approved by that agency on the job site. Fire retardant treated wood shall have a flame spread of not over 25. Alt materials shall bear Identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for Inspection at the factory. t0 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure le In addition to any requirements for special inspection. 0 All spray applied fireproofing as required by U.B.C. Standard No. 43-8, shall be special inspected. All wood to remain In placed concrete shall be treated wood. All structural masonry shall be special Inspected per U.B.C. Section 308 (a) 7. Validity of Permit. The issuance of a permit or approval of plane, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of thle code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel tho provisions of thte code shall be valid. March 12, 1991 Ken Nelson City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, Washington 98188 Gentlemen; In response to your letter dated March 7, 1991, we submit the following: Response To Item No 1 The existing light fixtures will remain as is. All lights are to be mounted at 14' -0" above finish floor. If in any area they are not, these light fixtures shall be raised accordingly. If there are any additional comments, please contact us as soon as possible. We are anxious to get all these matters resolved as quickly as possible. • Very . truly yours, SSOE, INC. William Shorey, P.E. WS:ed>` Kenworth Truck Co. Plastic Shop Retrofit Plane Check No. 91 -033 SSOE Job No. 905012 Prl ltl . tA A R:1:`19 91 ih; The existing building shell will remain and existing damaged insulation will be repaired or, replaced. The interior space will receive a 10' -O" high steel wainscot backed with 11 of rigid, insulation. This rigid insulation will be in addition to the existing vinyl backed batts already in place. The performance of the building will be maintained and /or upgraded with respect to insulation capabilities. Response To Item No 2 SSOE, INC ENGINEERS ARCHITECTS PLANNERS 3015112TH AVENUE NORTHEAST, :: SUITE 101, BELLEVUE, WASHINGTON 98004 (206) ,827 2950 FAX (206) 827 ;8412; City of Tukwila Dear Sir: FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control #91 -033 Re: Kenworth - 8801 East Marginal Way South Gary L. VanDusen, Mayor March 13, 1991 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher should be of the "all purpose" (2A, 20 B:C) dry. chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10,3 -1.1) (UFC 10.301) Maintain fire extinguisher coverage throughout. 2. Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code .Sections. 12.104 & 10.402(a). Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) 3. All modifications to sprinkler systems shall have the written approval. of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department., No sprinkler work shall commence without approved drawings. ,(City Ordinance' #1528) (NFPA 13, 1 -9.1) (UFC 10.307) 0 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 Gary L. VanDusen, Mayor Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Local U.L. Central Station Supervision is required. (UFC 14.105) Maintain hose station coverage per City Ordinance #1141. (UFC 10.302) 4. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 5. Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials which may occur during storage, handling, transportation or use. (UFC 80.301) Material safety data sheets shall be readily available for all hazardous materials on the premises. (UFC 80.103(a)(d), Appendix IIE) 6. "NO SMOKING" areas shall be designated in warehouses, stores, industrial plants, institutions, schools, places of assembly or where combustible materials are stored or handled, when conditions are such as to make smoking a hazard. Please post the following area(s) with no smoking signs with lettering, size, and location to be clearly visible from adjacent areas (UFC 13.101): (Conspicuously throughout) 7. Prior to using the gel -coat booth as a spray booth, any modifications necessary to meet the requirements of the Uniform Fire Code article 45, must be made. 8. If the paint storage room is .a use, dispensing and mixing room, it shall meet the requirments of the 1988 editions of the Uniform Building and Fire Codes for H -2 Page number .......... Cit _ � of Tukwila • FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 construction and use. Gary L. VanDusen, Mayor 9. Drawing No. Al shows a fuel tank in the building. Portable tank storage shall comply with U.F.C. section 2011; stationary tank storage shall comply with U.F.C. 79.301 -303, 10. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. :The Tukwila Fire Prevention /Plans Approved Plans Not Approved 17 F.D. Review letter included FIRE. DEPARTMENT REVIEW SHEET Date: 0/ Building Address: 88o, nits A.) S A check in this box indicates th a ddr e ss is not descriptive or not complete, Building Owner: New Owner Address: Fixed fire protection required for this project: Sprinkler: t Hose Station: Fire Alarms Fire Flow/ Hydrants: Min. GPM Required Special Systems: Fire Lanes: Supra Lock Box: Haz Mat Info Box: Construction requirements required by Fire Department permit: dorm 4�5, Fire department notations which should be reflected on the plans: CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 E . AAck.r i Acs., \/\)y. DATE: 1 C ..� ADDRESS: g 66 I OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY t``S/ C_ BUILDING HEIGHT /# OF STORIES FLOOR AREA ley D GIi�SS j OCCUPANT LOAD ""'j �'TA,� Cr-C. , L.C4> C)Wi G EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S. E.C. CHAPTER 51 -10, PLAN REVI6V ''ec .it b IC. PLAN CHECK NUMBER --03 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 NOTES PREPARED BY: DATE: s, ei/ CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 March . , 1991 Bill Shorey •/ SSOE Inc. 3015 112th Ave. N.E. Suite 101 Bellevue, WA 98004 • Dear Mr. After an division Contact me if there are any questions on these comments, 8:30 to 4:30 p.m. at 431-3670. Sincerely, ‘ 'Kenworth Truck Co., Plastic Shop retrofit Plan check number 91 -033 Ken Nelsen Plans Examiner PHONE H (206) 433.1800 Shorey: initial review of subject project, only two building comments arise. Please address the following. Gary L. VanDusen, Mayor Provide information to show proposed insulation or the over all performance of the building shell will comply with the Washington State Energy Code. Provide lighting budget for new lighting, ( if. applicable ) per Washington State Energy Code, ( watts per square foot, allowed and provided ). February 26, 1991 Gentlemen: WAC 173 -14 -064 Mr. Darren Wilson City of Tukwila Department of Community Development 6300 Southcenter Blvd. #10 Tukwila, Washington RE: Permit #91 -033 Kenworth Truck Co. Plastic Shop Retrofit 8801 E. Marginal Way S. Tukwila, WA. Here are the comments to Chapter 173 -14 Subsection 064 of the WAC as you requested for a revision to the existing shoreline permit on the above mentioned project. (1) N/A to our office. (2) (a) No additional over water construction is involved. (b) No additional ground area or height increase is proposed. (c) No additional separate buildings are proposed. (d) No changes will be made to height, lot coverage, setback, or other requirements. (e) No additional landscaping is required. (f) The original use of manufacturing fiberglass truck components will be revised to accommodate assembly of metal truck components manufactured elsewhere. This use will be Tess intense than the previous manufacturing operation. (g) The environmental impact will be less as the fiberglass equipment and related chemical storage will be removed. (3) Applicable if required by the City of Tukwila. (4) Applicable if required by the City of Tukwila. (5) No conditional use permit or variance is required. If the. City of Tukwila requires such, . the provisions of this section will be met. (6) No action required. (7) No action required. If there are any comments regarding this matter, please contact me as soon as possible. The owner is anxious to proceed with the work. Thank you for your prompt attention. Very truly yours, E, In Arny W. alley Ar AWB:ed 14f 11 \\ iJ FEB 2 C 7991 (:i rY OF TUKV•tiLA SSOE, INC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE NORTHEAST, SUITE 101, BELLEVUE, WASHINGTON 98004 (206) 827 -2950 FAX: (206) 827 -8412 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: , kE1 ,, ,z W Utz. ADDRESS: DATE: PLAN REVIEW 4.1 -- r Re4QtRes .SVioze. LA me - FR6N\ `QL. PLAN CHECK NUMBER Prepared by: 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ■ 1 -o33 July 17, 1971 Mr. Rdvard 1. Sand, Director Wing County Department of Planning Xing County Court •ouse Seattle, Washington 98104 Dear Mr. Send: $UIItJECT: RING COUNTY APPLICANT: RNNWO WMS )IOTOl TRUCE COMPANY SWORNLIIItS MANAGEMENT PERMIT iNW177-17 -1 (024- 73-$a) (CONSTRUCT ADDITIONS TO EXISTING PLASTIC SWOP) The 43-day Kiev period by the Department of Neology asd Attorney General's Office for the above Shoreline Nanagememt Permit terminated is July 12, 1979. If so notice of appeal has been received by the above Cats, construc- tion prrsuest to the permit may then commence provided, •however, all ether local, state, and Morel lays regulating such soaetruction have been complied with. Sincerely, RLP :11 1. LNIP,1UTaW PIATT Aothorisatios Control and Compliance Section Resmorth tutor Trask Company P.O. sox $0222 Seattle, Washington 94108 RECMVED CITY OF TUKWILA JAN 2 f NW PERMIT CENTER RECEIVED rITY OF TUKon A JAN 2 4 PERMITCENTER State of Washington D off � Northwest Regional Office, 15345 N.E. 36th Street, Redmond,. Washington 98052 Telephone; (208) 885 -1900 • • "JOHN D. SPELLMAN COUNTY EXECUTIVE May 25, 1973. DEPARTMENT OF PLANNING KING COUNTY, STATE OF WASHINGTON KING COUNTY COURTHOUSE- SEATTLE, WASHINGTON 98104 Mr. • James C. Pigott, : Ass It Gen. Mg Kenworth Motor Truck Company P.O, Box 80222 Seattle, Washington 98108 Dear Mr.. Pigott: `Copies`of the app].ication have been forwarded to..the State: "Department of Ecology and Attorney. ` General for review Very truly yours, EDWARD B. SAND Director EBS:ST :jk This is to inform you that the Permit application has been APPROVED r. Regarding Shoreline Permit Application 026 -73 -SH (No ;Corps Notice pendin subject Substantial EDWARD B. SAND DIRECTOR Development •, U. C( l)ITJONS: Luvelopmcnt• pursuant t •iris permit shall be undertaken gutijeet�,.; the following terms and Condit '` iv 1. Nothing in this permit shall be construed as excusing the applicant from compliance with any federal, state or local statues, ordinances, or regulations'applicable to this pro Ject other than the permit requirements of the Shoreline Management Act of 1971. . This permit may be rescinded pursuant to Section 14(7) o the Shoreline Management Act of 1971 in the event the permittee fails to comply with any condition hereof. 3. Construction pursuant to this permit will not begin or be authorized until forty -five (45) days from the date of filing the final order of King .County with the Department of Ecology or Attorney General whichever comes first; or until all review proceedings initiated within forty -five days from the date of final approval by local government have been terminated. The following time requirements shall apply to this permit: a. Construction or substantial progress toward construc- tion of this project must be undertaken within two years from this date or the permit shall If such progress has not been made, a new permit will be necessary. b. If this project bas.not been completed within five years from this date, the permit will be reviewed at the expiration of the five year period and, upon a showing of good cause shall be either extended for one year or shall be terminated; PROVIDED, that such review shall be requested by the permittee prior to the expiration date. EDWARD b._ SAND, Director Division of Land Use Management. Dept. of Community and Environmcr.tal Development • 0 0 bHUI(L•LHWL MANNbUIL t �oI- 19 /1 APPLICATION FOR SUBSTANTIAL DE:LOPMENT PERMIT KING COUNTY, WASHINGTON ID z 7.&- SJ1 S -T -R 33434-D-4 " T • Kroll ;; � -. -71 CS Water Body j / ' ,t,< aiti h. Zoning /.44/ Date Rec. /7- 6p-rLe /4 Date of Action 29 �' , /9 Pub. Dates /3 p' Z O.pr, /T umDO NO? WRITE ABOVE THIS LINE 1. Name of Applicant: Kenworth Motor Truck Company 2. Mailing Address (Include Zip): P. 0. Box 80222 Seattle, Washington 98108 3. 'lblephone Number: 764 -5553 4. Relation of Applicant to Property: Owner Cwner Lessee Contract Purchaser Other (specify): 5. Name and address'of Qvner, if other than Applicant: 6. Gonoral location of proposed project (give street address if known, city or town, and county; otherwise give distance and direction to nearest town): 8801 East Marginal Way South Seattle, Washington 98108 7. Name of adjacent, water area or wetlands' Duwamish Waterway 8. Proposed use of property; purpose of the proposed development: Construct additions to the existing Plastic Shop. . The additions will be a maximum 18'4" high. This facility is utilized for the manufacture of fiberglass truck components. . 9. Generally describe the property, its present use, and improvements currently thereon: The proposed construction site is currently utilized as an open storage area and constitutes a minor portion of the property which is occupied by the large Kenworth heavy -duty truck manufacturing plant. The properties adjacent to the North and South are occupied by large manufacturing and indust acilit es o The Boe ng Company and Monesnto Co., tee ectivel . Pro•ertiee on the Westerly side of the Water- way are i. ustr a , as are areas tot e et o rg a ay out . 10. Nature of the shoreline (Describe type, such as beach bank, or dike; material such as sand, gravel, mud, clay, rock, rip -rap; and extent of bulklu:utUng, if any): The shoreline along the adjacent portion of the industrialized Duwamish Waterway • consists of an existing'sheat pile bulkhead, backed by fill and now paved. There will be no change to the existing bulkhead line. Application No. Application Name /f 'L''f w °'. y �o ivhe , Co. APPROVED: X DENIED: (Continued) 0 11. L. any other permits for this proct from state, federal or local governmental agencies for which you have applied or will apply, in- cluding the name of the issuing agency, whether the permit has been applied for, and if so, the date of tho'application, whether the application was approved or denied and the date of same, and the number of the application or permit: will appii Ina .King County Building Permit and Puget Sound Air Pollution Cont Agency (Notice of cons truction and application for approval). 12. Estimated total project cost MMXXXXXXMIKIMXXXMAXMK $100,000.00 STATE OF WASHINGTON ) es COUNTY OF KING ) I, James C. Pigott , being duly sworn, depose and say that I am the+rabove-named applicant for a permit to construct a substantial development pursuant to the Shoreline Management Act of 1971, and that the foregoing statements, , answers, and information are in all respects true and correct to the best of my knowledge and belief. *Assistant General Manager of Itenworth Motor Truck Compan Ass statt Gene al Ma ager Subscribed and sworn to me this , day of 19/13-. (VOTARY SEAL) Note y Pu lie i n and for the State of Washington, residing at: Da NOT WRITE BEWAW THIS LINE PERMIT FOR SHORELINE:MANAGEMENT.. SUBSTANTIAL DEVELOPMENT • A. Pursuant to Section 14; Chapter 286, Laws of 1971, Ex. Sess., the King County Division of Land Use, Management approves the above application. S. REASONS: The proposed development is consistent with Section 2 of the reline Management Act of 1971 and with all applicable state guidelin • AJF : Iig Enclosures cc: /R. Kemp, Kenworth RECEIVED ABOVE APFIDAVIT OF PUBLICATION (2) BY Date: PAZTAR Inc Law Department P.O. Box 1518, Bellevue, Wa. 98009 Telephone 206 455.0520 April 30, 1973' Mr.. Stan Titus King County Department of Planning 309 King County Court House Seattle, Washington 98104 RE: Proposed Addition to Kenworth Plastics Shop Job No. IC -2903 Dear Mr. Titus: As required, please find enclosed in duplicate the Affidavits of Publication, of Notice of Application for a Permit under Shoreline Management Act, executed by the Seattle Times in connection with the notices that appeared on April 13 and April 20, 1973. Please acknowledge receipt of the enclosures by signed the 'copy; of this letter in the place provided and then returning it to me. Very truly yours, Austin J. Farrell Assistant General Counsel Fonn $1 ,and that_,rh .s,^.id newspaper 640 legal H tices �lbTlfE t)F Af F'4ff. I - Oli • ' • "' FCR A PERMIT l u;, .i.• SHO7ELItiE Nt ACT Milts Is hartny gr.c'I Clot tar- •rtn tlat.r Truck Campri; has •clepment Pcrrtis 1 s the con• •;:tion or d:ve'rarre "! et an o'1" • lien to Ifs Pic,' r. s.'ior al ''• '1 East notional 'Witty Soutn, wl :Sections 33 and 34 of Tonnsnlp 24 N., Range 4 E. W. M, In King 'County, sooshin, tan, Said dovolon• • merit Is proposed Ohio S feel of the taftcrly buiknead•cn tke.e�sicr• ly side of The OJwomisn W,aterwoy end-or its associated wetlands, Tho era>orly Is tonefoay looted cf tho norm' e%terly c•n.r of the Kon• worth Motor Trutt. Como, ny's Plot properly. Who btty :oea East Mar" pfnat W,ay Suitt ord The Duwomish Waterway tend south 01 the property of The Eoeln1 Con•p:ny, knorm os the •737 Final Alterably Cc'rblex,' In Scottie, King Coot/. 1W0s14n9ton. Comments or rrg:Ns 'or rotifi:a• lion of action to..co must be st.'bntit• led in writlop to Ins Kinq County Dsrector of Plar..•• +n;• wtthlti th;•ty of too suit pv.BtoLOn of :., 11cl:cc its ;+,sls for . a ol'b'`c :•mrl•n•, with a statement o1 , ,tons to. ;said request, must be Soo noted :11 withi D y i s e + ofth I lost Planning Cation of this roller. Or , 1•t`rfnlls !expressing on Interest In 'his orbit. ?the heari hearing, one will be. gi The 'Publication dotes of this notice ara April 13, 1771 qnd April 20 h, 1713. • • Affidavit of Publication STATE OF WASHINGTON, 14� COUNTY OF KING, $ L. G. FINLAYSON being duly sworn, says that he is the principal Clerk of Seattle Times Company, publisher of THE SEATTLE TIMES, a daily newspaper, printed and published in Seattle, King County, State of Washington; that it is a newspaper of general circulation in said County and State; that it has been approved as a legal newspaper by order of the Superior Court of King County; that the annexed, being___a_elas.i .tigslia , was published in said news- paper, and not in a supplement thereof, and is a true copy of the notice as it was printed in the regular and entire issue of said paper on the following day ,or days April 13 and 20, 1973 o f L April Subscribed and sworn to before me this twenty -sixth was regularly distributed,.to its subscribers ' durin: of said period. day • Notary Public In and for the State of Washtnnton residing at Seattle Route se Noted Below INITIAL AND DATE President Gen. Mgr. Treasurer Credit Dept. Gen. . Dept. Sales Dept. Name: EnOineerin0 Name: Field Smite Nine: Personnel Dept. °" Puts Plant MOr. Materials Dept. Name: Prod. Parts Name: Repair Shop & Test Dept. Name: Sheet Metal Name: Assembly Name: Plant Enpr. Name: Initial This Copy Must Be Returned to FIIn April 27, 1973 Mr. C. C. Myrick r King County Department of Building King County Administration Building Seattle, Na*hington 98104 References Building Permit Application J'ob No. IC -2903 (Plastic Shop Extension) Follow -up Date Dear Mr, Myrick: Per your telephone request of April 24 the following infor- mation is submitted to aid in the evaluation of the subject Building Permit. The make up air unit to be installed under this project is a gas fired Dravo directflow (model L124 rated at 1,100,000 Btu /Br.' This unit was manufactured to the approval, of.yactory Mutual, and Factory .Insurance Association, Very truly yours, I03NWORTB MOTOR TRUCK COMPANY Fred Flei$chutann Plant Facilities Engineer Pr leg ►user« 4,;. AGENCY USE ONLY FILE NO. GRID NO. SIC NO, BEC NO, APP. NO. 410 W. HARRISON STREET SEATTLE, WASHINGTON 98119 TELEPHONE (206) AT 4.2050 SOUND A:7; F CLI I J J:' CONTROL Au ICJ aY Notice of Construction and Application • for Approval THIS APPLICATION MUST BE FILLED OUT AND FILED IN DUPLICATE. CONTINUATION FORM(S) MUST BE ATTACHED FOR INCINERATOR & BOILER APPLICATIONS. 1. BUSINESS NAME: 2. MAILIN€;• ADDRESS: 3. NATURE OF BUSINESS: Kenworth Motor Truck Co. P. 0. Box 80222 Seattle, Washington Manufacture of Trucks 4. TYPE OF PROCESS, EQUIPMENT OR APPARATUS: Fiberglass Truck Components Hood Gel Coat Booth and Sanding Booth 5. LIST AIR CONTAMINANTS) WHICH WILL BE PRODUCED AND /OR CONTROLLED: Monostyrene and dust from sanding 6. ESTIMATED COST: OF BASIC SOURCE EQUIPMENT $ 7. ESTIMATED STARTING July 15, 1973 DATE: 8. ADDRESS WHERE EQUIP- MENT WILL BE LOCATED: 9. SIGNATURE: I HEREBY CERTIFY THAT THE IM FORMATION CONTAINED IN THIS APPLICATION, INCLUDING SUPPLF.MENTAL FORMS AND DATA, WHEN REQUIRED, IS, TO THE BEST OF MY KNOWLEDGE, COMPLETE AND CORRECT. 10. NAME: PUGET SOLD AIR POLLUTION CONTR . A H Y ' , L Dennis Howard 11. TITLE: Industrial Engineering Manager Form No. 50.118 (9.70) UNDER ARTICLE 6, REGULATION 1, OF AIR CONTAMINANT SOURCE AND /OR CONTROL FACILITY None 8801 East Marginal Way South Seattle, Washington ZIP CODE 98108 OF CONTAMINANT CONTROL APPARATUS $ 96,000 ESTIMATED COMPLETION DATE: DATE 6 -12 -73 PHONE NO, 764 -5488 Jan. 1, 1974 AGENCY USE ONLY Puget Soured Air Pollution Confrol Agency Tacoma Branch Office ENGINEERING DIVISION Everett Branch Office The Hess Building, Room 213 Plan Review Section 703 Medical Dental Building 901 Tacoma Ave. S. 410 W. Harrison 2730 Colby Avenue Tacoma, Washington 98402 Seattle, Washington 98119 Everett, Washington 98201 Telephone (206) 383-5851 Telephone (206) 344 -7334 Telephone (206).259 -0288 Notice: All applicable application forms must be completed to be accepted for review. NOTICE OF CONSTRUCTION AND APPLICTION FOR APPROVAL INFORMATION AND INSTRUCTIONS 1. WHEN IS A "NOTICE OF CONSTRUCTION AND APPLICATION FOR APPROVAL" REQUIRED? Section 6.03 of Regulation I requires that a Notice of Construction be submitted and appraved to CONSTRUCT, ERECT, INSTALL, ALTER, RECONSTRUCT, or REPLACE certain classes of equipment anywherl in the four counties of King, Kitsap, Pierce, and Snohomish. Equipment is defined as any stationary or portable device or any part thereof capable of causing the emission of any air contaminant into the atmosphere. 2. WHAT CLASSES OF EQUIPMENT REQUIRE A NOTICE OF CONSTRUCTION AND APPLICATION FOR APPROVAL? A Notice of Construction is required for four general classes of equipment as follows: a. FUEL - BURNING EQUIPMENT. Equipment other than internal combustion engines and marine installa- tions, the principal purpose of which is the production of hot air, hot water or steam, except such equip- ment either used solely for a private dwelling serving Tess than five families or having 1,000,000 BTU or less per hour input. (Form P and Form S -A) b. REFUSE - BURNING EQUIPMENT. Equipment designed to burn waste material, scrap, or combustible remains. Incinerator Guidelines which give more detailed information are available from the Agency on request. (Form P and Form S -B) c. PROCESS AND MATERIAL HANDLING EQUIPMENT. Equipment used in a manufacturing process means equipment in which some air contaminant is caused by a manufacturing process. A list of such equipment which does not require a Notice of Construction is available from the Agency on request. . d. CONTROL APPARATUS. Control Apparatus is any device which prevents or controls the emission of any air contaminant. (For Process Equipment and Control Apparatus, only one Form P is necessary for each process, and the appropriate Form R or Form S for each control or process equipment component.) In general, a separate Notice must be filed for each separate process. Exhibit "A ", page 10, Regulation I, lists certain types of equipment not requiring the submission of a Notice of Construction. If there is any doubt as to whether a piece of equipment requires a Notice, please call 344-7334 or write the Design Review Section for clarification. 3. WHAT INFORMATION MUST BE SUBMITTED WITH AN APPLICATION? a. Each Notice of Construction and Application for Approval for the construction, installation or establish- ment of a new air contaminant source, as above described, shall be accompanied by a set of plans which show and describe in detail the following: 1. The equipment or control apparatus covered by the Notice and Application; 2. Any equipment connected, attached to, serving or served by the unit of equip- ment or control apparatus covered by the Notice and Application; _ 3. A plat plan, including the distance and height of buildings within a reasonable distance from the place where the equipment is or will be installed; 4. The proposed means for the prevention or control of the emissions of air contaminant; 5. Any additional information, evidence or documentation required by the Board or the Control Officer to show that the proposed equipment or control apparatus will meet the emission standards as now or hereinafter set by the Board. 6. Each Notice of Construction and Application for Approval shall be signed by the applicant or owner, who may be required to submit evidence of his authority. Form 50.118 A (3/73) • ®. PUGET SOL) AIR POLLUTION CO LOL AGENCY t . ENGINEERING DIVISION t ' :O'* . 410 W. HARRISON STREET SEATTLE, WASHINGTON 98119 (206) 344 -7334 -- Notice a f Construction and A pplication for Approva FQi,dvl P G GIVE BEST AVAILABLE MA TES. INFORMATION IT SHEET. S APPLI. D DATE (AGENCY C NUMBER REG. NO SIC. NO UNIT LISTED BELOW MAY BE SENT OR CONTACT AGENCY'S ENGINEERING DIVISION S GRID NO. UTM I. TYPE OF BUILDING (Check) 2 2. STATUS OF EQUIPMENT (Check) 7 7. APPLICANT 3. COMPANY (OR OWNER) NAME 8 8, APPLICANT ADDRESS 4. COMPANY TOR OWNER) MAILING ADDRESS 9 9. INSTALLATION ADDRESS 5. NATURE OF BUSINESS 1 1C. TYPE OF PROCESS EQUIPMENT (COMPLETE INDICATED REGISTRATION FORM(S) FOR EACH OF THE FOLLOWING) 11. NO. B BOILERS 1 14. NO. O OVENS 1 16. NO, M MECHANICAL EQUIP. , ,16. NO. M MELTING FURNACES la) I In) C CORE BAKING OVEN ( (a) A AREAS l la) ....... P P0T 12, NO. I INCINERATORS ) ( ?l . . ( 13. NO. O OTHER SYSTEMS ( Ibl S DEGREASING, SOLVENT (HI ( 17. NO. G GENERAL OPER, E(2UIP, 1 17. NO. G GENERAL OPER. EQUIP. 1 17. NO. G GENERAL OPER. EQUIP. 1 18. NO. O OTHER EQUIPMENT (al__ ,,,,... C CHEMICAL WM'LLING ( (a) G GALVANIZING l la) ...... A ASPHALT BLOWING )J) ( (a) . S SPRAY PAINTING GUN S .. __ _ .....__. - ..-.._ -- - -_ _ _. .... .� ._._ ._ _.... -__ _..__.. _ _. -.. ._ _. _. ._ , __ - _ -.. - 18, NO. C CONTROL DEV)C! 2 20. KO' C CONTROL DEVICE 2 21. NU. C CONTROL DEVICE 2 22. NO. ; - -- -- (n) S SPRAY CURTAIN ( (al A AIR WASHER ( (a) A ABSORBER ( (a) D _ - - 2a. BASIC UI IrMENI CO51 / /4. <_ •'J 1' . CJUi)''.)ENI CA. 31 " "b. UAIt I rlL)t.lkS 2 2u, OA•I, OF OkthAT.)N l \.In :ll71 -.Z3 n 21. LSTIMATEO SIAZV ING DATE OF CUN.i1HULIION: 2 28. ESTIMATED COMPLETION DATE OF CONSTRUCTION: u.......�. .r*sa_. s...,- ._.m:- T-- rai��s• -m•s. .�sa _ ._ . ._.... - .. ( ` rl)a...• . I : ,. .r '!., Notice of Constiu ction Application " FORM P SIDE 2 STACKS OR VENTS (LIST NUMBER, TYPE, AND SIZE OF VENT) NO. r UNITS DESCRIPTION OF OPENING 32. HEIGHT ABOVE GRADE (FT.) 33. VOLUME EXHAUSTED DIMENSIONS (INCHES) 31. LENGTH (OR DIAM) 36. WIDTH (a) . STACKS (b) FLUES (c) 8 PROCESS OR GENERAL EXHAUST 26 ft. 5 @ 42" dia., & 3 @ 3'" dia. (d PROCESS OR GENERAL VENTS (e) SKYLIGHT OR WINDOW If) EXHAUST HOOD (u) OTHER • FLOW DIAGRAM 36. FLOW DIAGRAM INSTRUCTIONS: (a) FLOW DIAGRAM MAY BE SCHEMATIC. ALL EQUIPMENT SHOULD BE SHOWN. (b) SHOW FLOW DIAGRAM OF PROCESS STARTING WITH RAW MATERIALS USED AND ENDING WITH FINISHED PRODUCT. )c) IF MORE THAN ONE PROCESS IS INVOLVED TO MAKE FINISHED PRODUCT. SHOW EACH PROCESS AND WHERE THEY MERGE. (d) USE NUMBERING ON FORM P TO INDICATE EQUIPMENT, IF DESIRED. (21 EXAMPLE: TWO IDENTICAL REVERBERATORY FURNACES IN PROCESS COULD OE SHOWN AS t...;sI t6() On. (a) INDICATE ALL POINTS IN PROCESS WHERE GASEOUS OR PARTICULATE POLLUTANTS ARE EMITTED. ( f ) FLOW CHART CAN BE ATTACHED SEPARATELY I F NECESSARY. I ' I 1 ( Ria N. ).._ I t I RCi SIN f NvNPS •f--- I 1 — _- .1._ ----1 - - -._; �} L '_lgP al� � . 1 • I i S -rYRa •t=. • 661_ .C.o .17..P.A.v.ve4 4. 1 i ._ _... . __6.e4._..CoAT_ f 1 i 1 I , 1 I .._ _. ... . _.!.._ -. -.I ..M O LC._.Re=L1.• • L.' � _... <DyeN ___.__ _1 _ _ • .4 C u VT) -. -. ...._- ._�- .CPu &Tr). .�a- .__.:._ • _ .. ..L._. .. _... __ ~ _.�_._ ) ' -- - -- -_ .. .• Rou.G'I - 1_ ____ F rZINO.- rp_�! Ce..._. 1 ._ .. l L___ I i I I i L. - , — --- ..... 1 _.__._s.._., S l �^_ 1h1 �. i`N�?— .��7GT_4f.� _ ,�,U "t,)._ - ._. Fl I�1 1S1.1 7.3 P4 A — jai - ���t:G. 1 1 1 1. • >' 1 ._.. i. • 1 ! _.. t ... s?f■ i =NS.Tp`lt_FN.TIPN... . _ i.. j ..__.. - t H r ._ , . - • - .' 1 ] ..- , - • — Y_ t _i-... 37. LIST OF ATTACHMENTS AND ACCOMPANYING DATA OR COMMENTS: ' O. CERTIFICATION: • I, TF-IE UNDERSIGNED, DO HEREBY CERTIFY THAT THE INFORMATION CONTAINED IN THIS APPLICATION AND THE ACCOMPANYING FORMS, rLANS, AND SUPFLEI,IENTAL DATA DESCRILED.HEREIN IC, TO THE [EST OF MY KNOWLEDGE, ACCUgA1F AN:) CO.. " J. 33. SIGNATUHE 40. U %TC • K 41. TYPE OR PRINT NAME Dennis Howard 42. TITLE Industrial Enc incr:rin Ns...na:. er J 7 43. PHONE 7G9 -5 -1� : ; !. 1010,1 ! - 182 - II 7il L .. • PUGET S vi D AIR POLLUTION CQ , ENGINEERING DIVISION '� t.;.,„, .00, • 410 W. HARRISON STREET SEATTLE. WASHINGTON 981 N otice of Construct and lication pp . * Note: Information required by Section la must be completed, for this I ROL AGENCY 19 (206) 344.7334 for Approval pp form to be accepted for review. FOR AIR POLLUTION CONTROL EQUIPMENT ONLY V FORM DATE,___ N/C EE PLEASE CONSULT INSTRUCTION SHEETS BEFORE FORWARDING �~ a. COMPLETE THE 1J 1 Dil 2 03 04 05 P.16 SECTIONS INDICATED 07 Z8 09 010011%12 b. COMPANY (OR OWNER) INSTALLATION ADDRESS 8 8 0 1 E. Marginal Way South c. COMPANY IOR OWNER) NAME Kenworth Motor Truck Co. d. APPLICANT Kenworth Motor Truck Company e. PREPARED BY: (Name and Title) Fred Fleischmann, Facilities Engr. b. TYPE OF EQUIPMENT Sanding Booth 1, PREPARED BY: (Signature) ;� -,..../ -/ --....1„..le. _ c. MAKE AND MODEL sinks d. DIMENSIONS (L 75' x 24' g. PHONE 764 -5554 +c W r, H) x 11' 2 a•AIR POLLUTION CONTROL E QUIPMENT DATA e , NUMBER OF UNITS CAPACITY 7 - 114,700 CFM Total 1. EFFICIENCY COLLECTION 90% g. AUXILIARY EQUIPMENT None h. CONNECTED TO: — BAGHOUSE b. NUMBER OF BAGS c. SHAKING CYCLE (auto or manual rapping or reverse air) d. CLOTH AREA 3 e. MATERIAL USED 1. 9. LENGTH OF SETTLING PATH c. COLL. ELECTRODE DIMENSIONS: W ir L (Feat) h. CONNECTED TO: 4 o . ELECTROSTATIC PRECIP. b. ELECTRODE SEPARATION (FT) d. MEAN VELOCITY of GAS (FPS( e. AREA (Sq Ft) f. VOLTAGE g• COLL. ELECTRODE OR PLATE AREA h. CONNECTED T0: (Sp Ft) ( a BURNER DATA b. TYPE OF BURNER, FUEL c. MAKE AND MODEL d. RATING . NUMBER OF,,JNITS /IGNITION f. g. CFM EXHAUSTED (Temp) h. CONNECTED TO: 6 a. STACKS, VENTS b. TYPE OF VENT Vertical Exhaust c . 3 D I,ta1E 51 ?NS h c la H x. ft. hi . D HUGOIiIatlC dam pe]' t, , ` , , n • a. 1n_ft h• , weather hood g. CFM EXHAUSTED (Temp) h. CONNECTED T0: 114,700 @ 70 F. Sanding Booth e. NUMBER OF VENTS, MAT'L USED 7 - Sheet Metal f. 7 a . SCRUBBER DATA b. TYPE OF FLOW (Spray, Bubbler) c. PACKING TYPE d. PACKING SIZE 1 o. COMPOSITION OF SOLUTION 1. o. FLOW RATE (GPH) h. MAKE UP (GNI) � Y 8 a . FAN DATA b. YPE 0 F 1 es ignate Blade) - ��a - 8 c. M KF ND M d. MOTOR DATA 3 �in ` . ' # ' � — 760 1750 RPM 5 HP 0 . NUMBER OF FANS. MAT'L USED 7 - Aluminum f. g. CFM EXHAUSTE ( Temp 0 SP) h, CONNECTED TO: 114,700 @ 70 ° F. Sanding booth a . CYCLONE DATA b. TYPE OF CYCLONE 0 Common 0 Split Duct 0 Mult(clono c. MAKE AND MODEL d. INLET AREA So Ft e. NUMBER OF UNITS, MAT'L USED 1. BODY DIA. OUTLET DIA. INCH INCH g. BODY HEIGHT * INCH EFFICIENCY h. CONNECTED TO; w ` 4!! 10 • COLLECTION DATA b. DESCRIPTION OF COLLECTED MAT'L c. AMOUNT COLLECTED d. PARTICLE Si:f ■%,...r..;r••) POUNDS /DAY i C�f.1NS P. TYPES OF POLUTANTS a Particulate 0 Gas c Odor 1. 9. COLLECTION h. DISPOSITION 01 WASTE COLLECi1C14 -..k 1 a. b, c. d e . f, 0• h. ). k. I. ~r-- 12 u. ' GAS FLOW b. ACTUAL CFA• 110,000 (FM c. SCf 4 :keg 15landard) d. 11 • Ic1 0 ____ r i _ ..__ 1 h. �!� 1 c. PRESSURE DROP No Data It. EcFIL liN:.'Y ( No Data 0. INLLT ANL) CIL•TLE1 POLLUTANT CONCENTFA110NS No data A. sa, ;v) -�� ( PUGET SOU�1O AIR POLLUTION CONTROL AGENCY •_• ENGINEERING DIVISION �' 6. W 41 0 W, HARRISON STREET SEATTLE, WASHINGTON 98119 (206) 344.7334 i 4 otice . of Construction and Application for Approval * Note: Information required by Section la must be completed, for this form to be accepted for review. FOR AIR POLLUTION CONTROL EQUIPMENT ONLY FORM DATE N/C a PLEASE CONSULT INSTRUCTION SHEETS BEFORE FORWARDING .a. COMPLETE THE CZ 1 2 0 3 0 4 Q 5 2;-6 SECTIONS INDICATED O 7 ?R 8 0 9 CD 1 0 0 11 fX 12 b. COMPANY (OR OWNER) INSTALLATION ADDRESS 8801 E. Marginal Way South c. COMPANY IOR OWNER) NAME Kenworth Motor Truck Company d. APPLICANT Kenworth Motor Truck Company e. PREPARED BY: (Name and Title) Fred Fleischmann, Facilities Engr. 1. PREPARED BY: (Signature) �4......1 �.-y�,�„...e,s..- _ - g. PHONE 764 -5554 2 a.AIR POLLUTION CONTROL ETU DATA b. TYPE OF EQUIPMENT Gel Coat Booth c. MAKE AND MODEL Binks d. DIMENSIONS (L x W x H) 24' x 24' x 12' e. NUMBER r5r UNITS CAPACITY 1 - 19,300 CFM f. EFFICIENCY COLLECTION 90% g. AUXILIARY EQUIPMENT None h. CONNECTED 70: Gel Coat Booth ! BAGHOUSE b. NUMBER OF BAGS c. SHAKING CYCLE luutu or manual 0. rapping or reverse air) CLOTH AREA 1 e. MATERIAL USED f. g. LENGTH OF SETTLING PATH h. CONNECTED TO: 4 e . ELECTROSTATIC PRECIP. b. ELECTRODE SEPARATION IFTI c. COLL. ELECTRODE DIMENSIONS: d. MEAN VELOCITY OF GAS (FPS) W it L (Feet) e. AREA (Sq Ft) ' I. VOLTAGE g. COLL. ELECTRODE OR PLATE AREA h, (Sq Ft) CONNECTED TO: it a. BURNER DATA b. TYPE OF BURNER, FUEL c. MAKE AND MODEL d. RATING ,I NUAI6FR OF UNITS /IGNITION to !. g• CFM EXHAUSTED (Temp) h. CONNECTED 10: c. DIMENSIONS IL x H x WI d. D MPERS P 42" Dia. loft. high weather oo d & weather hood 6 a. STACKS, VENTS b. TYPE OF VENT Vertical Exhaust o. NUMBER OF VENTS, MAT'L USED 1 - Sheet Metal f. g. CFM EXHAUSTED (Tamp) h. 19,300 CFM 70 ° F. CONNECTED T0: Gel Coat Booth 7 a . SCRUBBER DATA b. TYPE OF FLOW (Spray, Bubbler) c. PACKING TYPE d. PACKING SIZE e. COMPOSITION OF SOLUTION f. g. FLOW RATE (GPH) h. MAKE UP (GPH) a . FAN DATA b. TYPO OF FAN (Designate Blade) 6 - Blade c. MAKE AND MODEL d. Binks 30 -760 MOTOR DA1A 1750 RPM HP e. NUMBER OF FANS, MAT'L USED 1 - Aluminum 1, O. CFM EXHAUSTED 1 Temp * SP) h. 19,300 CFM 1" SP 9 I I CONNECTED TO: Gel Coat Booth if 9 . CYCLONE DATA b. TYPE OF CYCLONE o Common o Solit Duct o Multiclono c. MAKE AND MODEL 0. INLET AREA Su FI e. NUMBER OF UNITS, MAT'L USED 1. BODY DIA, OUTLET DIA. INCH INCH g. BODY HEIGHT ' INCH EFFICIENCY h, CONNECTED TO: 10 . COLLECTION DATA b. DESCRIPTION OF COLLECTED c. AMOUNT COLLECTED d. PARTICLE SIZE (Avon.): POUNDS /DAY MICRONS e. TYPES OF POLUTANTS c Particulate o Gas c Odor f. g. COLLECTION h. DISPOSITION OF COLLECTION WASTE 11 � � a• b. c. d. ••■•■• 1 e . • f' . . - -' - -- ,, I L I 1 . , 12 El. 'GAS FLOW b. ACTUA 19, CrM c.. SCFM (Reg I Standard) J. _ TEMf��ATL'RC F' / .+ IN „111.— ____ - . ... . , u. PRESSURE DROP No Data 1. EFFICIENCY No Data g. INLET AND OUTLET POLLUTANT 1 b, CONCENTRATIONS N Data 1 I r ..., r.. i.:n.t 1 •,yo, .4 SERVING: KING COUNTY 410 West Harrison St. Seattle, 98119 (206) 344.7330 KITSAP COUNTY Dial Operator for Toll Free Number Zenith 8385 Bainbridge Island, Dial 344.7330 PIERCE COUNTY 213 Hess Building Tacoma, 98401 (206) 383.5851 SNOHOMISH COUNTY 703 Medical- Dental Bldg, Everett, 98201 ?6)259.0288 P.UGET SOUND AIR POLLUTION CONTROL AGENCY Dear Mr. Howard: HAW :JKA:jn Enclosures Mr. Dennis Howard, Industrial Engineering Manager Kenworth Motor Truck Company '8801 East Marginal Way South P. 0. Box 80222 Seattle, Washing 98108 410 West Harrison Street, Seattle, Washington 98119 (208) 344.7330 June 18, 1973 Subject: Notice of Construction Application for Fiberglass Truck Components Manufacturing Control We have received your application of June 12, 1973 for a Hood Gel Coat Booth and Sanding Booth. The forms you used ar lete and the Noti i incom lete due to ac of require accompanying ata. 'Please complete the necessary information on the enclosed current forms and include plans, plot plan and other re— quired items specified on the instruction sheet. Thank you for your cooperation in this matter and if you have any questions, please contact us. Yours truly, H. atters Chie Engineering BOARD OF DIRECTORS CHAIRMAN: Gene Lobo,.Commis,loner Kitsap County; VICE CHAIRMAN: Robert C. Anderson, Mayor Everette N. Richard Forsgren, Commissioner Snohomish ,County; Patrick J; Gallagher, Commissioner Pierce County; ` Glenn K ;Jarstad, Mayor Bremerton; Gordon N, Johnston, Mayor Tacoma;" Harvey 5, Poll, Member at Large; John D; Spellman; King County. Executive; ' Wes Uhlman; Mayor Seattle; A, R. Dammkoehler,'Alr Pollution Control Officer, EET GENERAL: Reviewing Engineer Form 50.118 Approved 10/69 • in Puget Sound Air Pollution Control Agency HEREBY GRANTS PERMISSION TO CONSTRUCT, INSTALL, OR ESTABLISH Gel Coat Booth and Sanding Booth Permission is hereby granted as provided In Article 6 of Regulation 1 of the PSAPCA to the APPLICANT to install, alter, or establish the equipment, device, or process described hereon at the INSTALLATION ADDRESS in accordance with the plans and specifications on file In the ENGINEERING DIVISION of PSAPCA. This approval is not a waiver of liability for the Infraction of Regulation 1 nor does it relieve the APPLICANT or OWNER of any requirements of other ernmental agencies. 1 411}P/ /.°144° ./ 7144 SUBJECT TO THE FOLLOWING RESTRICTIONS Date APPLICANT: D. Howard , Ind. Engr. . Mgr. OWNER: Ke M otor Truck Company LOCATED AT : : I • : •: (CITY) ZIP) SPECIFIC: Notice of Construction No 1010 A. R. Dammkoehler July 19, 1973 Air Pollution Control Officer • S••t -I E•E•C. , IT I P/E PRO.iE :CT INFORMATION OWNER: KENWORTH TRUCK COMPANY A DIVISION OF PACCAR ADDRESS: 8801 E. Marginal Way South Tukwila, Washington PROJECT: Retrofit of the existing plastic shop to be used as a metal truck part assembly building including but not limited to the following: 1. Building #11, Mold Repair Shop - demolition 2. Catalyst Storage Shed - dernolition 3. Fiberglass Laboratory, Relocatabie Guard Shack - removal 4. Plastic Shop - Equipment removal from interior and exterior spaces, removal of various interior non-bearing partitions, replacement of damaged exterior panels, and placement of new 14 ga. mtl. interior wainscot panels. CODE: ZONING: LOT SIZE: BUILDING SETBACKS: 1988 UBC M -2 750,539 S.F. (17.25 acres) OCCUPANCY: B -2 CONSTRUCT!ON TYPE: II N ALLOWABLE AREA: LEGAL DESCRIPTION: Front - 25' -0" Rear - 5' -0" Sides - None Per Table 5 -C = Area Increase (Sprinkled) = Total Allowable Area = Existing Building Area (Under Consideration) = 12,000 S.F. 36,000 S.F. 16,444 S.F. Portion of Francis McNatt Donation Ciaim No. 38, and being part of Sections thirty - three (33) and thirty -four (34), Township twenty -four (24) North, Range four (4) East of the Willamette Meridian, described as follows: Tract three (3) as shown on the partition map filed in Cause No. 120091 of the Superior Court for King County, Washington, more particularly described as follows: Beginning at a point on the West Tine of East Marginal Way, which point bears North 89 degrees 15 minutes 54 seconds West along the Donation Claim line 2470.01 feet and South Twenty -three degrees 40 minutes 59 seconds East along the Westerly line of East Marginal Way 167.68 feet from the intersection of the line between the Donation Claim of Francis McNatt and Henry Van Assclt with the East line of said Section 33, said point of beginning being the Northeast corner of the tract of land to be described; running thence West 1499.53 feet to the Easterly line of the Commercial Waterway; thence South 15 degrees no minutes and no seconds East along the said Easterly line 456.10 feet; thence East 1574.72 feet to the Westerly line of East Marginal Way; thence North 23 degrees 40 minutes 59 seconds West along the said Westerly line 481.09 feet to the point of beginning. Less a parcel of land situated in Tract 3, The Meadows, according to the plat thereof; being a part of the Francis McNatt Donation Land Claim No. 38 in Section 33, Township 24 North, Range 4 East of the Willamette Meridian, King County, Washington, described as follows: Beginning at a point in the westerly line of Primary State Highway No. 1 (East Marginal Way) that is 373.77 feet Southeasterly, measured along said westerly line, from the north line of said Francis McNatt Donation Lend Claim; thence southeasterly along a straight line which forms an angle of 7 °17' from southeast to south with said westerly line of highway, a distance of 134 feet, more or less, to a point 17 feet distant southwesterly, measured at right angles, from said westerly line of highway; thence southeasterly along a straight line parallel with said westerly lire of highway a distance of 135 feet, more or less, to a point in the south tine of said Tract 3; thence easterly along said south line a distance of 18.5 feet, more or less, to a point in the westerly line of Primary State Highway No. 1 (East Marginal Way); thence northwesterly along said westerly line a distance of 275 feet to the point of beginning. Cl - SITE PLAN PROJECT INFORMATION VICINITY MAP Di - CEMOUTION PLAN GENERAL DEMOLITION NOTES INDEX OF DRAWINGS 02 STEAM SYSTEM MODIFICATION STEAM SYSTEM DETAILS D3 - EXISTING CONDITION PHOTOGRAPHS Al - FLOOR PLAN A2 - ARCHITECTURAL DETAILS El.; ELECTRICAL FLOOR PLAN A portion of the Francis McNatt Donation Claim No. 38, in Section 33, Township 24 North, Range 4 East, W.M., in King County, Washington, being that portion of Tract No. 2 as shown on the partition map filed in Cause No. 120091, of the Superior Court of King County, Washington, more particularly described as follows: Beginning on the westerly line of East Marginal Way South, which point bears North 89° 15' 54" West 2470.01 feet along the Donation Claim Line and South 23° 40' 59" East 648.77 feet along the Westerly line of East Marginal Way South from the intersection of the line between the Donation Claims of Francis McNatt and Henry Van•Asselt with the east line of Section 33, Township 24 North, Range 4 East, W.M., in King County, Washington; running thence West 1574.72 feet to the easterly line of Commercial Waterway No. 1, thence South 15° 00' 00" East along said easterly line 237.76 feet, thence Eaet 1053.10 feet to a point designated herein as Point "A" for subsequent reference; thence South 23° 02' 00" East 46.03 feet; -thence East 501.38 feet to the westerly line of East Marginal Way South; thence North 23° 40' 59" West along said westerly line 297.03 feet to the point of beginning; EXCEPT that portion thereof conveyed by Monsanto Chemical Company to Great Northern Railway Company, et al, by deed dated March 7, 1957, recorded under King County Auditor's File No. 4784818. CATALYST STORAGE SHED TO BE DEMOLISHED - � r 1 \ \ .. )114. • t, 1 AREA T r- BLDG.# 1 1 TO BE DEMOLISHED , r r --- NOT A BUILDING AREA c r` t - • �� - I • � .1 • 1 • ! I AREA 1 lV I r c i. N 1 1 Y A Vii\ �.r. Al • �.. ;!. THIS PROJECT J SCALD -- I CrF - LINE 'FORK TRJC}C OYNO 1 WANT , t.•.• •r_t AREA V r y4 R MI -BAY AREA P yr "F h :t BuL.: «� - iF:2A�c F"''•�z r RAY =„ - 1_1_ K I 11 PREP L-- _RJLLERS • . i z AREA I I f fX ! 1 i I ' ' I � AREA X , $H:P ?I'.G - RAr? ' ;SHEET METAL FAB.I 1 1. SITE h h 1- AREA K i _l w , ___J • J SMALL 1 ' PARTS TCLCrt-GP PAINT R AREA Z OUALITY RECEIVING AREA 0 r 10531C' 1499 58' NORTH FIRE AISL; tl s. M� r � - 1 TJ o 0 1 -- _...1 vA 'ER TOvER SrALL T t t i a.TS � t GK 1Di�G R n i?A c ! T; GL L uI: I TC "L R G 4 MAINTENANCE SHE METAL e TESTFr I:'a I TM �. j TEST � 1 t \h `� affil' t z t' r r -'; =l L z . • -'r • J 7 .__ y I . `L-- - ----5_ . - — ..._J 1 le 1 r --'- _ _ .— _ • yr• --••r- tt a •L L r-- t TEST I kkk I r ` -3 A ?Ea V - IcEN t E. t 1 E .r .` L_ t l r � FINAL r RAu � O�Q AREA Y GuaR 5ATE 01.? A D[VISION OF PACCAR 1 i I._ c .EMPLOYEE PARKING (Qh 1 .I. _ PdPt r: A - t ;; - ' . Li 1 r,(I�B Ii,�1 L: j r• � ;Liw�> }r j J . I C r ^1 1 • I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 + 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /11 1 1 I I I I I I I I I I I I I I I I I I I I I I I i I I I l l I I I I I I I I I I I I I I III I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIS !! hill! ' t11111111111i1111IIIIIIIIi111111IIIII (I II A ms SD MC" 1 2 1 3 5 6 7 8 9 1 11 mg* IN 13111 12 NOTE: If the microfilmed document is less clear than this notice, it is due to tht quality of the original document. 06 6Z 8C LZ 9Z SZ VZ CZ ZZ l 0Z 61 8t hi 9L St IA £ t Zt It 01, ES 8 L 9 S * £ Z t ww O �I!I111111�Ii11I1Ilii ,111ilf�llllR!l! lilll�Illillll111H1iI'IIEi id! 11111; 11 �1IldoiIl ; :01!(�{lllllllllllii111! ill ;ll!Illllll►l{;I!;1!lll�ill'I ollli111!lillillll olllllliil! l II III II ' ' I {{ I ! I 1a I' i I I { ii 1 Il!!,l' Ill • ...,:. ., .........., -:• ! Ill 1. IlflIII, iIIIII�l,illl IIIIIJI,lIlilllli� l!!l.l.11llilltllilll ! !CAB PUI;.DI I_..__._. SL 3UIL� MIX I R MS VELD SHOP SOCK t } � I �_•� JOB SHOP 1 _� `1�:_i..'.-�_ -•?._, y i ` � _ �'?OCM TRANT _ = 1 = _ =4 _. _. _.j 3 s ( . r1 t \ ilk I • z � , { f I Z r z z t s s .. :� ! 11 !EmPLOY PARKING 1) I :11 1 1,1 , .. , ED1CA .)' _.J,; i LE• - �. :zr:5��.paYtiT 1 _ r•^'i - -, F�3�.t r - - u 4 _ 1 t "RAMP TIRE A$ $F+. PLASTIC SiOP RETRFiT FOR r` APVt). \ •• r i EMEPGT.NCY EXiT ONLY $88 L. 117 Rt: GENERAL NOTES: 1 ) THIS DRAWING jH = It�nR t, j3% •�\IT INEr' HEREIN Ti PROPRIETARY -O . r •4 -i:•� I.�rr;!� -t` NO- ' »,At �t:..r N_... �hh.�r�•,5�� .� h['l I� PACCAR ' NC AN'3 S"HA�._. B E _ 1 L D''.� O C -2 ..'P I!:.� O t C r5C 1. tiE>� t \ 'rlll:JL~ OR !N PART, OR I. SEO FOR 'v!AN':F •' ;R=• CR ;CR ANY OTHER PURPOSE WI ti-i0; J' 1 H WR ? T l CN PR; v: sS:cr G` 2A, .TrNR ! \v ... -i EMPLOYEE PARKING :STALLS) PLANT ADMINISTRATION BUILDING 7 ,• i ---- — ..— ..— -- -- – _..__._— .. —.._ .. - - --- - = -- 4298' Check approvals r vls ae Plan nd rov is a e I l ed that the n d omisShins a pp of 1 ° rsta h . 1io errors � ► e , . a `'£t to not akoh t� rlrz- R`'ce�pt q co edge! ans does ' i t ' code or o'r \cacios loop coP'f 4 .Ij'''-- 1 BY Date Permit * :0 RECEIVED CITY OF Tt1KWI1A JAN 2 4 1y i PERMIT CENTER 8801 E. MARGINAL WAY TUV'/?ILA, WA. 'PL.° fkl<NIZI, r I P y I_. E Ni c i 'S .5 'J E: GRAWN D ; 1'3Nr 1- c :K•r. vca. 1n2. mGif . 311A _SHOREYa CSC:• . AR t rE(.. r:; • .? _rl AVE "Sic.. N. T 2O6-•81'- 2q`CJ CITY OF jG�`��'� APPROVED MAR 2 i i9S1 '13 L N s LilvisION SUBJECT :)L,AN S ..ANO . L • : 9F3C04 i __ - r ! 1.-•.22- _T,9.1L A F �__..f _: 6' (;Ai _ ! . i.fR. L _-- -- -- C'''A i ilki L � 4 _ BY - 1010 ORM. 1 ;1A 01A ' RR`AK SHARP CORNERS4R51CVE Al 8;,'J1;c -Cv !Of SCALE t ti;. ~ ^_ I I(I. IN _ .._._._ TcCA +r ' _ I i 2 '���' CART 1�'�ASTIO SHO ju.Px _ j►� _ RETROr= IT IS_CHASSISW -' --._____... -__.. 0 1 c ( SL I O i NG DOOR AND HARQY4ARE TO BE REMOVED LUNCHROOM ; 1 '60 GAL. RESIN,.., 'STORAGE TANK ■ 'TO. BE ,REMOVED OFFICE DEMOLISH 6" CONC. PALL APPROX 4' HIGH AND PATCH AND REPAIR CONC. ` AS 'REOUIREO TO. PROVIDE A; SMOOTH TRANSITION BETWEEN NEW CONC AND EXIST. PAVING .CLEAN AND`REPAIR •EXISTING CONCRETE ' •• PAD SA'>�CL1T A 'RES • EXISTING STEEL R "I NG PLATES EMBEOuE0 • °IN CONCRETE AT,.TANK PEAKING GENERALDEMOL I T I ON . NOTES 1. 'rREMOVE''AE l RA ,y RA i , .. E I � L ILS iD BEL"O ,,G, DE • AND PAf CH WITH MATER ALS Tf1 FIAT `RR N � 1l`R TT T CH SU Ol! I)I � EN I ONMEN T YPICAL OF ETHER CONCRETE OR ASPHALT. Z. REMOVE ALL EO PMENT NDODS TO UNDERSIDE, OF ROOF AND ABOVE EXIST. � E r FLAS tNU AT ROOF.`ABANDON AC TUAL PENETRATION IN PLACE c ANu PROVIDE GALVAN I Z . :� D META , A. .` A ,' T E �. LCAP S RER OE AIL 1 SHEETA2. CONTRACTOR SHALL COMPLY WITH ALL SECTIONS OF •THE SPECIFICATIONS. AS ¥FELL 1 5 MEET` OR EXCEED) ALL CODES, :`ORR`INANCES AND LAWS. 4, CONTRACTOE SHALL RE BE SP ONSIBLE P ro CLEAN FLOOR WALLS OTHE - $URFACES ' OF `' " DEBRIS AND ' IN S U R E A CL E AN WORKABLE SUR FOR THE OWNER. GO _ CT�IR �HAI.L 8E RE IRLE TO MA'I NT I N THE ,, EX I S T � , r.. I: INTEGJUTY OF THE STRUCTURES DI.JRING DEMOLITION ANb CONSTRUCTON • AS .OUTLINED. R Y . .. .,. N ETRA 5. COE�TRACTO' R IS RE5PbN5IBEE TO PATCH ALL EXISTING PEN TIONS THROUGH WALLS' WHICH SHALL BECOME EXPOSED ODE TO EQUIPMENT REMOVAL. ,USE MATER I ALS- WHICH MATCH EXIST. MATERIAL TYPE; STYLE, TH ICKNESS AND COL 1R: 7.. EOUPMENT SCHEDULED FOR ``RESALE TO 8E STI REO IN 6ONEYARO LOCATED APPROX. - 1 50'TO THE SOUTH OF T}•IE PLASTIC SHOP, 8. MAINTAIN EXISTING FIRE ' ALARM SYSTEM CONTROLS AID EQUIPMENT. CONTRACT, RESPONSIBLE TO SUBMIT SHOP `DRAWINGS TO OEPT. 9. pR I S ; i7ESPO SHOIY ING ALL S PRs4 NkLER LINES TO BE REMOVED BACK TO MAIN LINES FROM EQUIPMENT 7013E REMOVED. REMOVE ALL OVERHEAD __.--'' DUCTWORK AND SUPPORT STRUCTURE -- REMOVE EXISTING MECHANICAL MEZZANINE AND ITS SUPPORT AND RELATED EQUIPMENT REMOV /t. STEEL BASE LATE BELOW VA MOTOR AND REPAIR ASP!-IAL T AS REQUIRED 1 • • 1 /, i ■ ' 1 S`djNDI,tvt� BOOTH NO. 8 SANDING BOOT ;i� t Ttl ,OE. REMOVED TO BE REMOVED • • 1 ) 1 M 1 �-- THIS SYMBOL INDICATES PHOTOGRAPH DESIGNATIONS. SE:E ` D3 FOR �I- ;�OTOGRAPFS. 6' -6 WIDE'.x 10' -0 HIGH ,t I rl ;- BU! L RAIL TO BE REMOVED Ili 11 - REMOVE EXIST. NON BEARING t METAL . PANEL WALL. . i, VACUUM SYSTEM, r - - -; APPROX. 400 L.G•,,,OE.PIPING,. - , ITS SUPPORT STRUCTURE, - - AND RELATED ' EQUIPMENT , '0 BE REMOVED 1 1 1 I, 1 1IJ,II(I {III Igni iP11IIIIIIIIIIlIIL1i I: 0 , TH>t them 1 2, 3 MAKE -UP AIR C - t_ t_ C_ • THIS SCHEDULE DOES NOT.INCORfORATE THE PATCH WY RK TO N I G DBE CC E I11 • "ACCORDANCE' WITH REMOVAL. •OF EQUIPMENT. > •18 0 YY IDE "•x 10'±0 IG x •10' - HIGH 0) 21' -O WIDE x 'io' -O HIGH 26 L0 W fDE •x 10 - 0 H IGH EXT` . RIOR METAL PANEL DEMOLITION /REPLACEMENT'SCHEOULE '` R EMDVE AND R EXISTING T ING - DAMAGED METAL PANELS AS INDICATED By SCHEDULE✓. USE GALVANIZED METAL PANELS TO' MATCH EXISTING TYPE' TY' ,S LE, THICKNESS AND'FINISH. SPRINKLER • 1 GAS FIRED • ED e\NP BULL RAIL MAKE UP AIR •; T O REMAIN. - _' UN 1 T, CAT •WALK' ;SUPPORT STRUCTURE ; • '1'O . BE REMOVED 1 REMOVE E X I S T I N G DUCTWORK t AND SUPPORT STRUCTURE 1 ri t � 1J I r III` IjI IT I 6 .... :.. 7 8. . NOTE: If the microfilmed document is less clear than this ' notice, it is due to the quality of the Original document. LZ 9 sZ rZ eZ ZZ L OZ 61 91 4.6 • 9t St hl et I • 1t ol, 6 9 b li lin61I�iilllll�iil !I��lilllibl;�� lm ( � llillilllllilluirilll► llllIlllll! i�Isl! Illlimilm l lllillll( li�lliililllfl�ll� ;!llll�llill�)Au I Iitio I l I' �� r ,. � hIII ;;�� �f *r� �s � , _ � III 11.I I I11 { IIII +�;k «k •..:,�„ ^�.. £ . yt. , �f , { '' 3'� .r i ' t l'' "^;�a.,�. 'PC.Jp: rM �K'�'. M�1 s .• r: �y . "Yr, " fY 1 J" �'(, > � + ; � �., • � i t c , {�,j + {$r fi • �' ''! • •i � 4� `, � b a .� , {y� • ft9R .`r�;t a. bTy'!°. %•''t`..» {'3'1ti�+r,'p+'x.�"isik '+.r ::a`V�P i al :A;1S'.cit.. a:!'�•3.1Z ,J'r.1 >.. •sr .c 4, 1. 1 \CET94E SINK : AND RILATED EOUIPMENTI . TO BE 'REMOVED 1 - 1 1 I, EXIST. DOOR TO REMAIN 9 II 1111111111i !!IIl1tIIIIIIIIIi11i1I COVERED STORAGE 0 BE DEMOLISHED. 'PATCH AND REPAIR EXISTING CONCRETE IF DAMAGED BY DEMOL I TI N. - I INDICATES D IRECT N t W, P IO � IN ICH� H TO RAPFI G S ` J WERE TAKEN. SEE SHEET 03 FOR PI IOTOGRAPH. INDICATES EXTERIOR METAL PANELS TO BE REPLACED, SEE SCHEDULE THIS:SHEET FOR SITE AND TYPE. IN6'I EXIS,IN E TO'BE RELOC PER SI'IEET. •4 SOLID'LINE INDICATES EXISTING ' (�[� � G`�WALLS�� AND EQUIP. "'REMAIN, GAS FIRED MAKE UP AIR UNIT, CAT 'WALK SUPPORT` STRUCTURE TO BE''REMO' /ED CLEAN AND REPAIR EXISTING GEL COAT BOOTH AS RECD. TO MEET MFG. SPECIFICATIONS FOR FUNCTION. 1, .11 BUILDING 1 1 ' MOLD 'SHOP TO BE DEMOLISHED, ABANDON EXISTING /1 CONCRETE FLOOR IN ,PLACE AND ' PROV I DE ' 'NEW ASPHALT PAVING (2" 'ASPHALT `'OVER REMAINING SPACE .,' COMP. F I LL) T , MATCH EXIST.GRADE,', wirlar, r .ri.0.�itrry s I MIEMMUMMINOW OWLIANCE EXi;,T. RESIN! MIX STORAGE TANK, SUPPORT STRUCTURE, AND EQUIPMENT PTO BE REMOVED REMOVE BREATH I NG. A I R SUPPLY TO S.W. SIDE EQUIPMENT /L-- EXIST. BREATHING AIR SUrPL Y TO GEL COAT PROVIDE NEW PIPE CURING OVEN WALLS, STEAM LINES IN WALLS, INT. BULL RAILING, ANO SUPPORT STRUCTURE OF CURING OVEN TO BE REMOVED - REMOVE ALL BREATH I NG AIR SUPPLY TO S.E. SIDE EQUIPMENT. - DISCONNECT 'AND PLUG. WOMEN RELOCATE: EXISTING LABORATORY . =, `RU I LQ.ING (RE LOCA TABL` GUARD:; BOOTH) AS DIRECTED. x' BY OWNER. PART NAliE EINSPECIFI 1 HOLES OATEU W WWMMWAIGI WOWMI EXISTING SLIDING DOOR AND CURB TO'REMAIN. ANO PLUG. . Ala I J 'THIS DRAWING; •AND7'THE ; Ct NTA.Z D,.I ,E EI IS,PRO RIFTAt Y TAI rf PACCAR INC` AND SHALL. NOT' P,E''RBI'RQUt10ED CUPIE�`,OR'tOISCLOS t 1N WHOL" " QR IN PART, OR USED FOR MANUFACtUR?. OR ='FOR ANY . OTHER' 'UR USE' ICI THO Tf iE ' INN I T i EN `PRt M I S S I ON GF PACCAR ! NC . , ` -. MAINTAIN ALL EXHAtJ T HO00S. AS:REOUIRED TO.MAINTAII� VENTILATION REQUIREMENTS +, PAINT INTERIOR ;SIDE ;OF CMU FOLLOW I NG ELEANING 3F 'RESINOUS BUILD-UP BY OTHERS. SL I O I NG DOOR AND HARDWARE 'TO :BE . REMOVED.' SEE t. DESIGNATION'OPPOS TE' 'SIDE. OF BUILDING. ' EXIST. 1,500 GAL. ACETONE UNDERGROUND STOP,, TANK TO BE ABANDONED IN PLACE AND FILLED WITH CONCRETE. 11 0 I I II 11 11 r REMOVE EXISTING GUARD RAIL AT EXISTING TANK FILL. EXIST ., CANOPY COLUMN` TO '§EMA1N. No- DATE' RE bR > `i'SSUE , bhAWN T()RAGE SHED cHECksti ARNY_BATLEY DPI! BIII AK SHARP CORNER$- I? AIL ITS O f T SC 1E WE..: bill F c SUB, & C ' ALE %a "_a.: �SDE. INC 4' `ENGINEERS . ARCH fTECTS J ' PL 4N6RS 1-AND-S01:01,0.°, 3415 .12th "AV ` BELI_EVUE, twASHXi:tetaN : '98004 . FAX: 2O6- 827 -841 -- ,EXISTING CATALYST, STORAGE SHED T() BE QEMOL! SHED. REPAIR. AND REPLACE ASPHALT 'AS REOUJRED. • NO I • RAT I _.-_ . SUBJECT' . / _I I REVISION OR ISSUE ^- 3 nn gct CD U CD 2 lU PHOTOGRAPH PHOTOGRAPH RHO TOGRAPH .PHOTOGRAPH PHOTOGRAPH r • c t ^� t = : mOVE EX IST. COU t AND ,A'RDwA E . :XISTING 60,000 GAL. `,3iV1L ClRiuL;NIJ 'RESIN STORAGE TANKS AND ALL RELATED EQUIP. f TO BE REMOVED, -t;X[srtNG CONCRETE WA1_L. TO 3E REMOVED, .REPAIR ALL SIDING AND OTHER ASE AS DAMAGED BY DEMOLITION AND REMOVAL OF EQUIPMENT. EXISTING SIDING TO BE REPAIRED AND REPLACED AT AREAS INDICATED ON PLANS. r X I ST I NG ABOVE GROUND RESIN TANKS TO BF RRmOVEC. EXISTING BULL RAIL TO BE REMOVED, V Z Z-AN I NE STRUC !LIRE MAKE - AIR UNITS, ADD PORTION OF STEAM SYSTEM TO BE REMOVE() PER PLAN. OIST CRANE #C?o ' () BE REMOVED. EXISTINGiSANDING BOOTHS, EXHAUST HOODS, AND RE- LATED EQUIPT Q BE R MOVED. 3Y OM R. Rclin`1: XISTING SLIDING DOOR AND RELATED HARDWARE TO BE REMOVED PER PLAN TYPICAL OF I AT BOTH NORTH AND SOUTH ENDS. - EXISTING SANDING BOOTHS, EXHAUST HOODS, AND RE- LATED EQUIPMENT TO BE REMOVED. EQUIPMENT r0 BE REVOVLr, BY OWNER. �°- i�tl1�R• PHOTOGRAPH illMM19 t ' n. ��ti EXISTING PAINT SPRAY BOOTH, SUPPORT S i R[ C T I RE, AND REATED EDiiiPtAl:Nr O Eingentil,REMAIN PHOTOGRAPH PHOTOGRAPH PHOTOGRAPH : a2 r• . PHOTOGRAPH J 03 ;_XISTING MEZZANINE, ITS SUPPORT STRUCTURE, 2 STEAM MAKE-UP AIR UNITS AND ALL RELATED EQUIPMENT TO BE REMOVED. XISTINL7 SANDING PALTER SYSTEMS TO BE REMOVED. - - E X I S T I N G SPENCER VACUUM SYSTEM, ITS SUPPORT STRUCTURE AND RELATED EQUIPMENT TO BE REMOVED. REMOVE EXISTING FAN AND PATCH PENETRATION. EPA I R ALL ABANDONED WALL PENETRATIONS. EXISTING BULL RAIL TO BE REMOyEO. REPAIR AND RE- PLACE. ASPHALT AS REQUIRED. EXISTING GAS FIRED MAKE- -LP AIR UNIT, ITS SUPPORT STRUCTURE AND ALL RELATED EQUIPMENT TO BE REMOVED. R _RA I rR ALL ABANOCNE WALL PENETRATIONS AS ,REQUIRED. EXISTING SPRINKLER SHED AND BULL. RAI!. TO . . REMOVE EXISTING BULL RAIL. ;4.; �'�,''•" ' ' � .:�,t2�•� mss, EXISTING GAS FIRED MAKE-UP AIR UNIT, ITS SUPPORT STRUCTURE AND ALL. RELATED EQUIPMENT TO BE REMOVED. REPAIR ALL ABANDONED wALL PENETRATIONS AS REQUIRED. BUILDING #I1 TO BE DEMOLISHED. D. -- XISTING LAMINATION ^� r :_) 0rHs AND RELATED :OUI TO BE REMOVED. X [ ST IN(, NON BITE. METAL AA -L TO BE REUCVED. r �� PIPING : :X 'i ING RESIN r rt ING TO REMOVED. PHOTOGRAPH t• T PHOTOGRAPH PHOTOGRAPH PHOTOGRAPH PHOTOGRAPH . are. •> . • •- .r .1;�... � M r l -r �x ' ,.,�i Y iTIJ.. `j..:)?`F .x,a y • EXCEED arm M� �n • F „J RtiUIIRE'vIE�iT�J. =XISTING MAKE -UP AIR DUCTWORK AND [ TS SUPPORT STRUCTURE TO BE REMOVED. EXISTING FIBERGLASS CURING OVEN, ITS SUPPORT STRUCTURE AND ALL RELATED EQUIPMENT TO BE REMOVED . :X IS i , NON BRG.ME .AL PANEL W: ' SCREEN WALL. TO BE ' ;` EXISTING ACE'Left= S N AND RELATED EQUIPMENT O BE REMOVED. REPAIR CCNC,NE E AND ADJACENT wALLS 'hHEREE DAMAGED BY EQUIPMENT, EXISTING DOOR TO REMAIN. ..} tiXI`�f ING FIR LAS ;_.._.. JUL. ` r l' j` +. iS AND ALL RELATED EQUIPMENT TO BE REMOVE D. CLEAN AREA AND REMOV ALL FIBERGLA BUILD-UP ON THE FLOOR AND WALLS. ?EMDVE EXISTING DI. YW000 WAINSCOT AS REQUIRED. EX S T IN.. EC •'PME _ BE REMn / :_c✓ BY 1ilN�ft, MAINTAIN ALL EXI ING VENTING AS REO'D. L ND PROVIDE „i_tAti Ark:, r � �r, ..,f. GENERAL REPAIR ON Ex : S ; . GEL BOOTH AS R`O'D. FOR USE • AS NEW PAINT SPRAY BOOTH. REMOVE E X I S T I N G RESIN TANK, [ 1 S SLPPOR r STRUCTURE_. SAND ALL RELATE.) FIBERGLASS EQU I P ENT . REMOVE ALL RESINOUS : O I L D. -!'P ON i AL L S AND LOUR AND PROV i OF C;.L AN SPACE FOR NEW PAINT STORAGE ROOM, THEP.!1 ANCl-F r SUPERSEflES PAERN M p. VAv IFR 0;1% PAT; ; N ,., PHOTOGRAPH PHOTOGRAPH ,T . err 7 > �/? � .k;,�•- +' 17 03 T PHOTOGRAPH PHOTOGRAPH PHOTOGRAPH ISTrL3S I . 0 te1H$ UHCH 1 IIIIIIIIIIIIIIIIII'I�}i'IIr I III I i I I I I I I I I I I I IIIIIIIfIIIIITIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII r IIIIIIIIIIIIIIII'IIII 4 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0c 6Z 9G GZ 9Z SZ t'z CZ ti4 • II_lllil ;III!I!I! III')! Illl !II!Ililli4iil III I! I!IIII!I!I!!i!fLI!n!lil!fl!!I; ' LZ Q'C. 61 IIIIII IIlIIJIl!IIIIIIIIII'IIIIIi IIIII 10 11 MADENKRKAM 12 LL 9L GI VL CL ZL LL Q[, 6 8 .. 9 S t' E Z L iM Q 1111,11 III III!!uhildmilillill!Illllil mil ll1nuliirll(II�1111�!!!ilmdlir !III�I!!II!I!!�I!NINillmi nohnilo III!!; Ili! Illlnl�! 11! h m • + 7 D>Iiir' APYD. PAR[ taBER .�.. -. _w..�. FY PER ASSY UK'SPECIF[ED TOL. .1-14 By - ASSY 11Ef . EPPNO. 03 : XISTING FIBERGLASS :URINE OVEN AND ITS 4TED EQUIPMENT TO BF F MOVED. XISTING STEAM SYSTEM CONDENSATE TANK. SEE SHEET 02 FOR RELATED ':ONSTRUC T ION. A'R RECEIVING TANK BEYOND 0 REMAIN. OCR TO YENS S RE S IROOM BEYOND. EXISTING BULL RAILING AT ACETONE TANK FILL TO BE :EMOVEO. REPAIR ASPHALT' AS REQUIRED. EXISTING CANOPY COLUMN To REMAIN. LUSTING LNG CARPOR T STRUCTURE BE DEMOLISHED. C irr. i 0 BE DEMOL rHED. CARPORT SLAB TO REMAIN. CONTRACTOR TO INSURE SMOOTH TRANSITION BETWEEN E X I S T I N G ASPHALT AND SLAB TO REMAIN. EXISTING BUILDING #I1 TO BE DEMOLISHED. EXISTING BUILDING ! TO BE DEMOLISHED. ! 4S K SJOS SIDING WILL BE 'REMOVED BY OTHERS PRIOR TO CONTRACTOR BEGINNING HIS WORK. E X I S T I N G FLOOR SLAB TO REMAIN. PROVIDE ASPHALTIC PAVING OVER THE TOP TO BRING TO GRADE. EXISTING FIBERGLASS LAB BUILDING (R LOCATABLE GUARD BOOTH) TO BE REMOVED. EXISTING CMU STORAGE SHED TO BE DEMOLISHED. REMOVE BULL RAILS AND FOOTINGS TYPICAL. REPAIR AND REPLACE ASPHAr;-'i AS RFOUIRF:D. PART NAlf �.� tr J L UNSPECIFIED HOES P -.-&.- PRESSURE RELIEF' VALVE ` AND DISCHARGE'..- Gtr: ,--STEAM LINES,' - ' EPAIR THE . FVt.LO1 I N6; — .-.ROOF PENETRATION. REROUTE . THE FO�LLOtiING PHOTOGRAPH PHOTOGRAPH GENERAL NOTES: , DIG .. . ; :r NO: D3 I) 'HIS DRAWING AND THE INFORMATION CbN T A I NE0 HEREIN IS ; P OPR I O 'AR Y < , PACCAR INC AND SHALL. NOT BE REPRODUCED, COP I ED, OR DISCLOSED IN WHOLE Y '' ; OR IN PART, OR USED FOR MANUFACTURE OR FOR ANY OTHER PURPOSE WITHO THE WRITTEN PRFMISSION OF PACCAR INC. 2) FOR PART IDENTIFICATION ANO TRACEABILITY R OL, REMENTS SEE MW PHOTOGRAPH 474 • r -"♦ n • .I•r' ' . PHOTOGRAPH • WE!,IAI Lim RECEIVED CITY OF TUKWILA JAN 2 PERMITCENTER I?IA BREAK SI':! P CCPNERS-ROJOVE ALL BURRS-DO C SCU ,7, "a.i - 71 REMOVE THE FOLLOWING:.: STEAM • RRES'IIRF y. tkr- : , REDUCING. STATION.: �.1 ORA%5N -_ PB . BALL_ CHECKED DES IGNEU �_ _• OEP t.MC,R. PRO.1. MGR .„RU I., SHfRE . :22 91 CHANCE BATE KENWORTH PLASTIC SHOP m•°�. RETROFIT 1ST Ciss[S 8801 E. MARGINAL WAY TUKWILA, VIA, REMOVE THE L LO$ I N.G; FLASH TANK BASKET STRAINER, ASSOCIATED COND. REtURN LINES' RAISE ' TO CEILING LEVEL THE FOLLOWING;. CONDENSATE LINE, REMOVE THE r h OLLO1hI.IG,,;, SHUT -OFF VALVE. ----ELECTRICAL SUPPO LINE FOR T'HIGH PRESSURE AIARM SYST :M. ALL STEAM TAKE, OFFS•. `-If ROUTE & '' REPLACE; STEAM•'+LINS' AS PER 'DRAWING SHEET :D2: 4 REMOVE EXISTING 'HOODS AND MOTORS ABOVE.. LOUT: •,.CI-•EDU[.ED FOR 'REMOVAL, EI ETRA TIONS, AND CAP APPROXx 4 '' ,AOOVE'FIt ROOF `LINE 'PER''DETAI l: ON SHEET. "A2. ff. EXI- }AUS•T f4O0DS . AT. , GEL. `COAT . BOOTH TO REMAIN; STEAM PRErS5OhE' I]y� EXHAUST TO. BE 4BAN IN PLACE, ). (;1i•Y Of T ji`�i il,A APPROVED BUILDING DIVISIQ ' • NO SEAL_ a •:S Ssoe . ' C I J E Vi� i NEERS ARCHI,TEIC TS , PL M ATERS LA :::::462,,_ 3015 112t, AVENUE, N.K.. BUTTE 101 BELLEVUE. WA_ H NGTON 96 ()04 TEL. 20E5 F.AX.. ON. DI • ea 0 ) ri I _ PR . .ARNY 'O [ PR [ J1 B DASH SUDASSY DEPT .MGR . 1 PR RR J PR 1 DRAWN . .ARNY 'O CHECKED OES I GNEO DEPT .MGR . - - PROJ1 MGR; ._. ILL, $HORSY �. � ��pm�� - m�i�ii�t�iijiiiijiiiijiiiim�m ►fir mR1 EXIST. 0008 TO REMAIN./ L EXISTING LOCKERS TO REMAIN.— EXISTING OFFICE TO REMAIN. EXISTING LIINC;IROOM TO REMAIN. I T ! N( =h�S, ..vh OFFICE TO REMAIN. EXIST. DOORS TO REMAIN. EXIST. OVERHEAD DOOR TO REMAIN. NEW 3'-0 x 7E-0 / H.M. DOO R AND FRAME A WITH PANIC HARDWARE. SEE SPECIFICATIONS. EXIST. PAINT BOOTH TO REMAIN. EXIST. DOOR TO REMAIN. E WINCH 1 AND TRANS. P REPAiRA T JON L— io' RACK •/r 4110 // i1 //!O PAINT STORAGE EXISTING MEN TG REMAIN. EXISTING COVERED STORAGE RELOCATED 2A 10BC FIRE EXT I NGL ' SI .ER AS SHOWN T `'R. ,'� IL PR CAS BUILD P PR BOAC P ( I BAS 1 ________J I IKET 1 FUEL TANK AND ENGINE I I . PREPARATION KET 1 !oi RACK PATCH AND REPAIR EXISTING CONCRETE PAD AS REO' D. FOR SMOOTH STORAGE AREA. .-----FEATHER: EXISTING ASPHALT , - • �� AROUND: PERIMETER OF EXISTING SLAB TO INSURE I SMOOTH TRANSITION FROM ASPHALT TO CONCRETE. GENERAL CONSTRUCTION NOTES. 1. SEE SPECIFICATIONS FOR EXIT DOOR HARDWARE. TYPICAL BOTH NEW DOORS. INTERIOR EQUIPMENT SHOWN ON DRAWING IS TO BE PROVIDED AND INSTALLED BY OWNER. APPLIED PER DETAILS SHOWN ON SHEET WAINSCOT OVER 1 %z" RIGID INSULATION PROVIDE 10' -0 HIGH 14 GA. GALV. EET A2 TO ALL EXPOSED STEEL WALLS AND PAINT WHITE. RELOCATE EXISTING FIRE EXTINGUISHERS TO STATIONS AS NOTED ON DRAWING OR AT LOCATIONS AS SPECIFIED BY OWNER IN ACCORDANCE WITH ALL SAFETY AND FIRE CODES. CONTRACTOR IS TO PATCH AND REPAIR STRUCTURE WHERE EQUIPMENT HAS BEEN REMOVED. USE MATERIALS WHICH MATCH EXISTING AND FINISH TO MATCH EXISTING CONDITIONS. SEE SHEET RI FOR 'DAMAGED EXTERIOR METAL PANEL PLACEMENTS AND INFORMATION REGARDING THEIR REPLACEMENT. FINAL] ASSYI LE;XT I TOPPIMI sITATI0) PR . ! PR I PR 11 WE3 PR PR �� - -�— -_ PR 'el SYMBOL DESIGNATION KEY BAS K FT [ _t-\ i HOOD 1 '�! SET DOWN FENDERS AREA FOR FENDER Itu HOOD AIR CLNRS. W.B r RACK ! -- ; 10'--0 x 6' -0 HIGH RACK - PROVIDED AND INSTALLED F 10' RACKS BY OWNER. __ p ___ 1 -PART RACK 6(-0 HIGH MAX.-PROVIDED AND INSTALLED t .__.._ BY OWNER. --] -W ORK BENCH- PROVIDED AND INSTALLED BY OWNER. / - ELECTRICAL OUTLET. SEE El. ALL OTHER EQUIPMENT AS NOTED. SPRINKLER SHED c§D 0 - WELDING STATION - PROVIDED AND INSTALL E0 BY OWNER. SEE El FOR ELECTRICAL REQUIREMENTS. 0 -AIR HOSE STATION. CONTRACTOR TO VERIFY EXISTING AIR STATION LOCATIONS AND RELOCATE PER DRAWINGS. r uxoterso laraazrassasmicomeastre=sauct........sratansmorewozaarnscuncoulaws. W.a. ! W.B. L_.__ , WATER TANK, HEAT XCHANGER AIR VALVES SHIFT TOWER SUB ASSEMBLY J P I I L PRJPR -- L Ph EXISTING DOOR TO REMAIN. 0 I IQ' RACK o' RACK IA, ' TO' RACK ; FEATHER EXISTING ASPHALT AROUND PERIMETER OF EXISTING SLAB TO INSURE SMOOTH TRANSITION FROM ASPHALT TO CONCRETE. CAB PREP PR PR � ?R SETDOWN AREA RELOCATE 1 BULL RAIL AS REQUIRED FOR PROTECTION OF NEW STEAM STATION PER PLAN. FINISH SUPERSEDES PAIERN NO. MASTER NO. OPP. HAND PART NO. 4 PROV I DE NEW ASPHALTIC PAVING OVER EXISTING CONCRETE BELOW FIN. GRADE AND PROVIDE SMOOTH TRANSITION FROM EXISTING TO NEW. I ----- fiTY PER ASSY UNSPECIFIED TOL. I SUPERSEDED BY j ASS REF. IEPPN0, FUEL I WORK STATION - STRESS TANK PART OBER PROVIDE 14 G4, SHEET METAL WAINSCOT HIGH x SPACE BETWEEN COLUMNS BACKED WITH 1 R I G I D FOAv, INSULATION. TYPICAL AI_L WALES EXCEPT EY,TER I OR /: TE I OR OFFICE, LUNCHROOM, PAiNT STORAGE, E X I S T I N G PESTROQMS, AND PAINT SP ?AY eGQTH. SEE SPECIFICATIONS. - -.-7 FENDERS ^ � \ D. r ENDERS — L HOO I I 0 D! APVD. L - I illIllilI J1JIJJJI l liIIJ' Illli'I'IIIIIII Q 4 TH8 INCH 1 2 III' l'I 4 NOTE: If the microfilmed document is less clear than this notice, it is due to tae quality of the Orisinal document. ! EXISTING GEL COAT BOOTH TO REMAIN. EXISTING ELt C TRICAL C0UIPMFNT ROOM TO REMAIN. CUPL IANCE ,VC BY BY FLOOR PLAN SCALE: /y"= l ' -0 UNSPECIFIED HOLES -- DATED T . Or GENERAL NOTES: 1) THIS DRAWING AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY 'D PACCAR INC AND SHALL NOT BE REPRODUCED,COPIED,OR DISCLOSED IN HOLE OR IN PART, OR USED FOR MANUFACTURE OR FOR ANY OTHER PURPOSE WITHOUT:: THE WRITTEN PREM I SS I ON, OF PACCAR INC. . SEPTIC TANK STATION RECEIVED CITY OF TOKNA A JAN 24 1981 PERMITCENTER KENWORTH PLASTIC SHOP RETROFIT 8801 E. MARGINAL WAY TUKWILA, YA. EXIST. OVERHEAD DOOR TO REMAIN. x H.M. DOOR AND FRAME WITH-PANIC HARDWARE. SEE SPECIFICATIONS. EXISTING AIR RECEIVING TANK TO REMAIN. PATCH AREA AS REQUIRED AT MANHOLE AND FILL TO BE REMOVED. NO. GATE REVISION DR ISSUE. PAT NA" IIATERIAL LTR. CHANGE DATE r ---REPAIR ANO REPLACE ASPHALT. AS REQUIRED AT SHED DEMOLITION: :SITE. EXISTING OIL SKIMMER PUMP ROOM ssot~, INC. ENGINEERS ARCHITECTS PLANNERS t_;AND SUR 3015 112th AVENUE, ENUE, •'I E. , .S'' E ` 101 BELLEVUE. WASHINGTON 9800 TEL. 206-627-2950 1ST CHASSIS 11:2_2:91 BY OIS.I 01118 .. DIA [ BREAK SHARP CORIERS-RE OVE ALL BURRS -DO NOT SCALE O 6. DIN. IN REOD. FAX . ' 266 L2'; „.t, �r•.�, �H.'u..+ww, ra. ".. "a c. wt.�r.ii .m. ^ar<. �,. NOTE: PLACE ANGLE AFTER INSULATION AND M T L. YEA I NSE:OT ARE INSERTED IN • BASE 'C" . CHANNEL. E 'TAPS G SC E'AS iN 1h'AShERS' FROM EA. ; VER T.. SEAM & •-'rfI DE PANEL PROVIDE GALA. SNEEt; MITI... HOOD CAP (ANY SEAMS -; TO BE ;STAN P I NG, SOLDERED & Yt'AT ER T I GNT OVER RADIUS ROOF PENETRATION WITH TH 3/ " MIN. LIP AND SELF TAPPING NG SCREWS ® 6" 0. C. ALL AROUND : I N CAULK I NG JOINT FILLER • ^,2 P 10 I'NSULAT ION 14 06. GALV. MTL. V1AINSCOT�- PAINOTED VARIES Ar AllgAIPZIPA IWAIred EXT' C GALV. MT L. HOOD PENETRAT'N TO BE ABANDONED � IN PLACE. LACE. HEAD C 3'' x3'' LIGHTGAUGE ANGLE CONT. w /SELF TAPPING SCfE►1S 24” O.C. TO EXT' G "Z" CO, Eli PENETRATION TO REMAIN WI Th LAYER OF BLANKET INSUL. TO MATCH EXT'G. L. S K I N N CAULKING BEAD (T°) ' I %4" GAP . ...0 Ai D .ALLOW FOR THERMAL i %2" *RIGID INSULATION 14 Go. GALV..MTL WAINSCOT SELF TAPPING SCREW (2" LONG) 14 Ga, GALV. TAPPING MIL. WAINSCOT �, SCREW (2" LONG ) PANELS - PAINTED NOTE: STAGGER JOINTS IN 1` RIGID INSULATION WITH THAT OF MIL WAINSCOT PANEL iiiiiir I IJ 111 i t - ri op l i t I i i °[ ` (I ! T 1 r t I : , , L , 1 i l ! � ,.. ) I f 1 1 )II 11T1 1' )..l.' 1 11111 I Iii 1l )I (III1III1I1 clear, OTE: If the microfilmed document 'l0 less than this notice, it is ducto the quality of the original document. i I 41 CI. '1.- « 6 Ol e L: E 9. 0E eIffiz e� t.z 9z sz +,z �z zz ,. t e St �(► s �t �illl�''iilili ilindiili1111111Illlii . nllllll i i i llllilllll i!. 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IiATERik LIR, NANGE ._:; DATE .�. BY ` BIS. UNS'ECIK1E(tl e S 11 IA BREAK SHARP attr -REMOVE ALL killit-DQ NOT SCALE M E INORTH PLASTIC SHOP , RETROF I T T ST St BY 8801 E. MARGINAL WAY TUKr IL , SUBOEGT , OW P 0I4. "IN SCALE FNG I NCCRS ARCH, tTEETS PLANN RS .' LAND t SURVEY 3015 'BELLEV UE, ; WASH INGTON ' 9BC344 SAX 2 `tEL -. 2C;6��2'�- - '" 6tv1'tat a _o-` fi� ° . KSr¢wS velaz�» s r.Yt . GENERAL ELECTRICAL, NOTtS REMOVE ALL" ELEC f R ICAL,W' EQUIPMENT INCLUDING :CONDLJ I T '`'AI4.D . WIRE `PERTA I N I NG TO .SPECIFIC EGO I.PMEN T BE ING OEMOL I SHED `AS DESCRIBED ' I Iv SELECTIVE 'DEMOLITION SPECIFI SECTION' O2G70: r z ✓fi i - •; f -.,. _...,a .,, ". • (,r < P.OWER EOUIPMENT'SHALL:BE DEENERGIrED}PRIOR 1'0 ` ANY DEMOLI ft TAKING • PLACE UNDE t ' NO 'C I R,CUMS . ANCES SHALL A��Yw LIVE '.EQUIP !E 8E DEMOLISHED, � RELOCATE � . 1 JS E ANY NEEDED ELECTR I CAL EOU�I PMEIJT ` AND , CoNDU T I- R� I BEH I ND ' IHE =` PR OPOS I= p AINSCOT AND INSTALL "DIRECTL:Y. ONFACE'OF NEW AINSCOT PANEL. • • EMDVE CGN�'r F I i�a � " I. . TRIr „. :. Yw�, ` a, .u• �,�i:. . R DU T AND 'V! I R F ROM ` ELECCAL EQUIPMENT BEING REMOVED FROM r T HE ROOF . FILL'AND ',.PATCH ANY 'HOLES RESULTING FROM `THE ''REMOVAL OF EQUUIPMENT 3 - #6 & #10 `GRND -3/4 "C ...........•• •.• ..... • ................ ` r .,e. � .. .: , � C� WELD OUTLETS REQUIRED AT COLS. CO, 8;;ND A (THIS 60A WILL ., .., m; � Y , A , 8 H UNIT WILL BE LOCATED I2 "FEET TO THE EAST OF THE COLUMN). IIO VOLT, EL EC TRICAL „'OUTLE "RLQUIi?ED .`AT ,COLS. C7, C5, ;;C4, A9 AND A4, '� THEr, A COLUMN LINE .OLITLETS ,WILL BE LOCATED. 'OVERHEAD AS • WITH , THE AIR. COMBINATION /EMERGENCY LIGHT PACK. USE EMERG:- LITE '• SFR I RX ; T ES S , S X ITr; BATTERY `BACKUP, f III1If lII1IJIII1I1'I I 1IIIIIIIl III I f I [l� � `! s THS I l CH � . 3 ` I . 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'.y ` :'.r'' .. ior' f Y . �''. ,..-' :f .., y � '�� `i :r a:'.21 3 - �' _•�'y. .3 IIIIlIIIi Iiuititti IIIIIIi �•c ` C 5' 1Y PER' ASSY ELEC' RICAL EQUIPMENT ROOM ELECTRICAL PANELS. VERIFY `L'OCAT ION ''`I N FIELD it ��r�• OVE RED STORAGE 2 DR( BREAK sH RP E(1RI 5 tE�0VE U iRS -�11 I�6r SCALE GI�f. ` ICI. r .: KENWO TH PLAST S OJP RETROF`I 8801.' E. MARGINAL WAY - '`TUKIMI 'ik A. SSO', INC ENG I NEEFtS ARC;HX TFE TS ?L N ER - LA.NJ U 3015 i i 2�th AVENUE, N.E. BU I Tom' l 01 BEL'LEVUE; • WASHINGTON -g8U04 TE»L 20b -8 7- 2950' FAx. 0 — 827 841 .. ..t6..::p tia. ... w »: :i:: pV., .,wA t...' ra.r..•.?.:"� -.�J.. }. .�rrh"wis+i°.fi. .,