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Permit M96-0145 - BOEING #9-53
• s . ,+'•V r. ..r r!it.i 5.. • s`i1, i-`r .'t.C.kl:H.11:. j a) Me 0 1-63 m City of Tukwila �- Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Perm Permit No: M96 -0145 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: BOEINC*294ML TENANT BOEING #9 -53 9725 EAST MARGINAL WY S, SEATTLE, WA 98124 OWNER BOEING PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTRACTOR BOEING COMPANY P.O. BOX 3707, M/S IF -09, SEATTLE, WA 98124 CONTACT TERRY BENNETT Phone: 206 544 -2975 P.O. BOX 3707, M/S 46-87, SEATTLE, WA 98124 * * * * ** sir*********.****** * * * * * ** * * * * ** * * ** ** * * * * * * * * * * ** *fir * * * * * * * * * * * ** * * * * * ** Permit Description: REPLACE TWO 300 - TON COOLING TOWERS WITH LIKE KIND. UMC Edition: 1994 Valuation: 60,000.00 Total Permit Fee: 63.00 **************************.***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MECHANICAL PERMIT Center Authorized Signature Date (206) 431 -3670 Status: ISSUED Issued: 10/31/1996 Expires: 04/29/1997 I hereby certify that I have read and examined this permit and know the same to.be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to 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 t h is' b u i 1 g p e r ) ■.- - Signature: ` � ^2 1�`�2�'` Date: / ° / /196 Print Name: Title: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of'180 days from the last inspection. Address: 9725 EAST MARGINAL WY Permit No: M96 -0145 Suite:, Tenant: BOEING #9 -53 Status: ISSUED Type @ -MECH Applied: 10/28/1996 Parcel #: 000340 -001 Issued: 10/31/1996 ***** k***********' k• k** k* kk• k• kk**• kk• krok*** k*• k*• k*• k* k*• k k• k**• **•k*•k*•k:k *k* **k*k•kk•k* Permit Condition 1. No' ; change: will be made to the plans unless approved by the Architect or Engineer. and ,the.- TukwUa.,Buildina Division. 2. All permits, inspection records, and a'pp;roved plans shall be available at the job'site' prior to the start of any con- struction. These>.documenis a r?e tcy:,be'maintained.,and avail- able until final ' inspecti approval is granted. 3 All construction to _be''done in` conformance with approved :plans and, requirements. Of the,,Un Building Code °. ,(194 Edition - ` a5' amended,'' Uniform Mechan i'ca l : Code (-1994• Edition), and Washington, State Energy,`Co'de ,(1994 Edition) 4. ,Val idity,.t 'Permits.,`' The ; issuande',of a permit or approval of plans'. specifications and shall not be ,con-j str ued!to`"b,e a permit ,for., cr an .approval of any violation of any of,' provisions of l'the : . building code or ,of,any oth4r;i ordinance of the .jurisdiction No permit presuming t give :'authority to violate" o'rr''cancel" the provision:. -of thi's co e shad be valid J. MANUFACTURER''(:` .INSTALLATION :INS;TRUCTIONS REQUIRED ON SITE FO1?,;T HE ...: Bu : ILpING •• � ; INSF7.ECTORS - REVIEW ■ 6. Ele ,: permits � shall �•'b,e`.'obta ne,d' the Washington tl &te Division aid 'Industr1es and all electricW wo ,twill he } insp'e,`cted,r bYthagency (24 , -6630) . F +` t`i r�•Af Project Name/Tenant: BOEING DEFENSE AND SPACE GROUP Description of work to be done: i'Se .v....haca '? ono ` 7"o rl t ot_I,Jt Tava Kr, U�/ l._t k. Ii-„t NF• Value go Construction: (A 0100 CIP Site Address: 11 Above Ground Tanks ID Antennas /Satellite Dishes El Demolition El Fence El Parking Lots ❑ Retaining Walls El Temporary Facilities El Tree Cutting 9_ a' Y.' -OG V7.25 e ,.., City State /Zip: , Tax Parcel Nu j,_ II Olo, 1 4 Y" •r Property Owner: Address: THE HOE 1 NG COMPANY Phone: Street Address: 0 Water Pr) BOX 3707 M/S 46 -87 SEATTLE, WA ity9812't State/Zip: Fax #: Contact Person: TERRY BENNETT Phone: 544 -2975 Street Address: PO BOX 3707 M/S 46 -87 SEATTLE, WA. City State /Zip: 98124 Fax #: 544 - 2854 Contractor: _ Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax II: Engineer: S JJr' i r o f L - 205l , rue, 24''JO ` 00 Phone: Street Address: City State /Zip: Fax #: , w001.0. 11114I1NEOt 0 RIiii, IT'in EVIEWIANI itAl4IIiOVA4 :47: 9 #/i :ED..; )10f 0AP.,FI. :t'' ,'. Description of work to be done: i'Se .v....haca '? ono ` 7"o rl t ot_I,Jt Tava Kr, U�/ l._t k. Ii-„t NF• Will there be storage of flammable /combustible hazardous material Attach list of materials and sto location on separate 8 1/2 in the building? El yes I:∎ no X 11 a er indicatin uantities & Material Safety Data Sheets Bulkhead/Docks Commercial Reroof NI Mechanical ❑ Manufactured Housing- Replacement only El Temporary Pedestrian Protection /Exit Systems 11 Above Ground Tanks ID Antennas /Satellite Dishes El Demolition El Fence El Parking Lots ❑ Retaining Walls El Temporary Facilities El Tree Cutting MONT HI ?YSER.VICE:BILLING6TO:a',.:.. ,... Name: Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby CITY OF T('KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. .:.`' ii.0 i±:+,is NAPPLICANTtREQUE8 ' FIORIMISGElit iANEOUSiPUULICANORKS:PERMITS, ft_;_ 'MI::;4}" ry ❑ Channelization /Striping El Flood Control Zone El Landscape Irrigation El Storm Drainage ❑ Water Meter /Exempt tl El Water Meter /Permanent # El Water Meter Temp # El Miscellaneous El Curb cut/Access /Sidewalk Et Fire Loop /Hydrant (main to vault) #: Size(s)• ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.gradinO /clearing ❑ Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public El Street Use El Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s ) Est. quantity: gal Schedule: Moving Oversized Load/Hauling WATEPII METEF7 i DEPOSI T /REFUND: 6i1:L I NG Name: Address: Phone: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107,4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: MISCPMT.DOC 7/8/96 l o- a-.- GI, Date application expires: Application tak • (initials) BUILDING OWNER OR AUTHORIZED AGENT:. '' :. Signature: Date: Print name: TERRY BENNETT Phone : 544 -2915 Fax #: 544 -2854 Address: BOX 3707 M/S 46 -87 SEATTLE, WA. City /State /Zip: 9812' E SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Ati . dil •,Gg6 Tg iikrs`/WSter'I.Tanka' �; 1 po °H,106tl l 1066? Pad6: �f exceedin 51000 eiions and a ratio of hel ht to diameter dr.Widtii, Which exceeds:2:1 PERMIT REVIEW ' Submi f liet';a No'fi M•5 i} �:i "' 0 Antennas /Satellite Dishes . ;Submit•checkiist No: M -1:; . El Awnings/canopies..- Nd,eigia • : Comrnercialjdriaht Improvetneht Permit. ',,. •;..'.' .. •. . 0 Buikhead/Dock. , • .: , . .' r • ' .. '�� f '` r , SUbitiit.ctieekli> No; ;Miid". (y ,1.jS + \, I;v r qt •r4 S " CotfiHrierclai Reroof> Subtriit i hecklist • N bt M tlehiolitloh'1 °r :', SUbMtt chee Nb: t! ' r: ' • Fehces ,Over 6 feetiri•Height 'SUlirnit�ctiecklist No; M 5 r Land Altering/Grading /Pre,ioalds. ."Submit checklis 1 Nb1 ,M ' 0 Loading•Docks Commercial ';Teriant'Improvetrtent' :.Permit. ,SUbmit,checklist Nb;.H =,17 ,Mechanical (Rbeidehtial.& Commercial) ; ciiecltiist ` Nbtr H'5i . ' El ; MIscellahetitis Publib Works;Perniite 1 Y '. t • r. .. '.See Publi :Woika °SUbmittal:Ctikliet .l• r',:' t i t ' 1 • 1-1`.97 t' ,A � ; i { if;1. ?;, • +•.:1; St, ' •: ;,•i; . zMahUfactUred�Hbtielh iRED;I SIGN A'fO `Y'�-'"�? � `" :;;,:. • ; f;: • ,, ,• � ( N I NL ) . ; }.. • lr:. 1w 1 ,t �;,,.,. • S(JbhlitratieCRlist,. �Jti,.�; M 5, <� r ' Mbving :O0Mzed'Lof3td/Hatliing :.. ;..1,,.:. r StUbmit+ctiedkii tt a Ne*.?,M,5t�1,; t t J pa rking Lots. s ,SUbmit;cH_ocklist i 1 Nb, M = 4.t, El `aeoidential;Reroof -'. Exemit with following exceptiotit,If roaf'strUcturer; ::td be.repalked or re ., • .: +'EResidential;BUildingyPefmit . subtriit'Chiecklist.: No, M 6 :' Submit Nb: -. Mai t ;. I :,? t,•:•S r rt .. :1 Ei •Retaitiiiig,Walls • Ovar.4• feet in height: Tempot;ary.Facilities „; ' a: ,. . •,,-.., .. ..., + •Subhilt No; 7 '. ��M ' ,;jr {'.1 • A•rl: •, ,.r4'd c. .: .. 0 Tehipol:arr:Pede pi Systetita c 4' `{ , ' 1 Hah• Subtnit:c e s ' fi ckli t> No:: M d. L TFeb' CUtting 'SUbriiit checklist M Not •, 2 ALL MISCELLANEOUS P IT APPLICATIONS UST BE SUB ED WITH THE FOLLOWING: • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder. OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent if the applicant is other thnt. the owner, registered architect/en§Ineer ; or Contracter by the.Slate o/�1Na$hlrigton;, ; notarized:letter frorf property o4T10i u1hohz1ng the agetil'to submit tI1 pori nppllaiti a nd , - t �ivhl;be require as pa t! • of tlils obtain t perm I sub, lltlal, 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT,DOC 7/9/96 'A****A****+A*A**+A A a+* **A+***vx*+*^+A+*+*x+ TV OF TU%W%LA. NA � YRANSMIT v,h*k/'*a**a+*a*++4o** 14*. it **A+*A 8*AA AAA *****+x+++%+++****a RAN8M1T Number: R96OO5O5 Amount: 63.00 10/31/96 13:46 Payment Method: CHECK Notation: TERRY QENNE/T %nit: SAC �+-�--�~--..�_-~---�---~------'-~----._----__--___-'-.�-~--�� Permit No M96.0145 Type: 8-MECH MECHANICAL PERMIT Par` l No: O0034O-OO18 Site Address: 9725 EAS.,MAQQlNAL NY S Total Fees: 63'00 This ` - -- n e reymmnn 63.00 Total ALL hots: 63.00 Balance: .8O *+*A**A***Ak***+++**+*«k+*+*****A+**A***+k+**+**A**+A»k++**Ak+ Account Code Description pO0/345.630 ` PLAN CHECK - WUNHE8 000/322.100 MECHANICAL - HONRES 'Amount 12.60 50.40 .^ ��'� ``TOTAL 4A�� ,�'.��''� '���� 63 ��O P : ' Type of inspects . , Add :Ss �, 7U I .� Date called: ' V .-- Special instructions: Date wanted: 1 ) a Requester: 5 . I, Phone No.: 4.77_ 3g8 6 4.i4 +.:, �. ;r:sa; ^.ear+^ X Approved per applicable codes. COMMENTS: Inspector: INSPECTIONNO. INSPECTION RECORD Retain a copy with permit CITY: OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100 WA 98188 P t PA-- /NV= oFiniks Receipt No.: Date: Date: 1 /2 ! 206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection,/ fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r t BOEING MILITARY AIRPLANES BOEING DEFENSE & SPACE GROUP 9 -53 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR COOLING TOWERS 1 & 2 SUPPORT MODIFICATIONS JOB #762430 -00 OCTOBER 10, 1996 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL E. J. CARRIGAN oFTo� � APPR p BO 31 1996 r1J IVV�4V BUILDING DIVISION 1 EXPIRES 12/11/ or RECEIVED CITY OF TUKWILA OCT 2 8 1996 PERMIT CENTER ENO'', J, gee 444, REVISED DATE ea '1 O -ce ge F -AGE C I MG 7 V W Rs I/ . Y CHECK 416/0/ $ A API APE AY OE/A/ O CES :9; °:.. i'1; .:'..... ,..._ .. ,... .i�.l ".!':. ..(.� :<i.:,v,'a +J.'•. r..: :1k; .. ...�� .i.,K.G ' .... 1r.. <r+rwr - .. �r..rur 1WI2 x/6 C r SCOPE ; 77-1 Xts /G CGUL /M 7 7(4/ s caes 71-/1 .IS (4(LP1 NetP 70 ,F3e ,eP-Ac1)., 14'6 Fc7QT P/C. /NT 7341, i /vice A-1 E COILS 1S 7 fQ 3 %r 7-tE OLD Pco7 Pe I ATI' wqs 7! // LOFT DS ; E xisT, 7?)"& of ,e. q 77A/G WE /G/47 8030 L.g NE W 1 'WW2i ©1R4 -77/IJG WEICryf'T L.g 5N 0W -° D = 2 5 P5 F PIA/0, 109 - 053 - 1000- S3 7 1zf,XJ� P ,4P =. r ias DWG (09- 053- (000- 4.3 C q �2 y� ' w/ I� rr.tIr,4f) Ex /sr Ccct /n & 7Vkt 4 1, , offDAT" SMIcrtAleg 12 12 F-r) = 387, 5 br P - T 387,5 16 /P7 - ( (z. r)Z — Cp975 /b - F'T' /2 Ft? (o(o F Pirviv p , = " c /44�� 0Ch�0 r (11.3) rcwc W/2xIG l L rs Nor ,EP "C E t•c/i'2, x fG w/ W/Z. x 26 1994 GI , S, G, ?, R - E Jt'CEt EQ, i (4//40 , P2 2 -)i 1 om msc 2-114 W/2 x /e /2" Na CRPAcrrr 1./s7Ep P(ELD COA/Q 177CA/s Vi F e 171 'T - lC /ST /n/G w/2 x /0 1-045 Gonn lite55rory F A-MC E AND I.4/6& INCR. f I I WSW REVISED DATE 767 24'30 " .EP/ QC . I V O 71, 5 yr 1 Lv C�(.l N Ut(�R /"7 CHECK 4 5 / % AIR APR BGE/A/G : .f...'?�.:`;i1,'s�nyw•t!:uA'��f :k; l'�t:'�c.., b>..+i Oi OM A-15 c /vov7Y Ea. I Z. I'73 L � . 1 2 ' Main 5 © 5 ' k �� k/ /Z x 26 Mot. - � 2 24 /i /p " - © 5 '�l ~ �� g ✓�0'S 0,S '�►",� 7 Pr ' 14 Q ©K USE 1■1/12-x2G D E ,,vL 8C9,e.. /n/(n ,P/r/ 5/ 2 L g 9 L00 16 /4 ' / & (I2') 2,7 (f")(4.2 gisc. 2 -142 \) 3 fp' Ka Fb 3 ( o,17�i,�- ��(l,l2s' s X36 ) (A 5e g I, x 4-"x it" Pi-, 476 NE's/ Z' /NI &Ws tory c P /,vC, 7j eR C .4cstsE.s 7 6 to it) c,■ tx/ 2 x . c #3G/ ' 7t„ z Ls <s r 7Z 2cpco/ 7 Lena)//V, P=, 93o0 � /2 4650 "b M 465o" ) = 75-SG Ib -, ut n ` B /2. r 472- 7 / '1'Zsu $ 9' who The 4K4X K = 7/ 4Isc, i -28 W/2.426 Fb . 7S Fy. A-! S C 5-‘h Er?, ) clnifrev4r., ,w 'N <a ^''a'.sot g *ii # .x f ,. 7 ///w/ dSO %c/ ' a ' 92 x2 //11 -V-2W 7 's (3) . 1sn ion AA /s 1. 9 Z ' JM Flo c1? 7c d Mo'5"3'c 4L - J 99Eli 1 �S/ ' u't4J cM _92x2/l►/l I?! — dz../ 'd z = °?�0 r " 7 07 "7 9i'0 Sed 025' C174-„-z.i)-Ici--en°50/ (I -2i)? c kd � _.S,. '4 ' -4 9 . j 2/) tea) _- vesy d 9/V (14:; - 2Nd1tsvt/a, 1Il / ONaA IbCl`r3l. a Z 41 l' ✓ „ Z 1 N -9t gS.sL. = (V o/ S'-go "?-g 1 L'3 1r/o7C1 1 wa.r�,. n. vtitir: rr�..,.. r..•. r .:.:sr::. «x «;e,:v,�a'..a r,:i';r•.or :s,4an:w .a �. „t *4tss >ir. „J::�7lr� , ;:lv'5 ?.:; .:7W.+ •.cty Y,S.iI ., ..,:s'�k':;�Y:Yr. ,' x cu -^+o7 Xelj c/ VONNINOS BF V/1i0a IIIV .S Ar 9 I1i/'X�'.� '361 a' Gb' Z L 111V M ti9N3 L. /,., 31x4 03SIA311 /bf T clnifrev4r., ,w 'N <a ^''a'.sot g *ii # .x f ,. 7 ///w/ dSO %c/ ' a ' 92 x2 //11 -V-2W 7 's (3) . 1sn ion AA /s 1. 9 Z ' JM Flo c1? 7c d Mo'5"3'c 4L - J 99Eli 1 �S/ ' u't4J cM _92x2/l►/l I?! — dz../ 'd z = °?�0 r " 7 07 "7 9i'0 Sed 025' C174-„-z.i)-Ici--en°50/ (I -2i)? c kd � _.S,. '4 ' -4 9 . j 2/) tea) _- vesy d 9/V (14:; - 2Nd1tsvt/a, 1Il / ONaA IbCl`r3l. a Z 41 l' ✓ „ Z 1 N -9t gS.sL. = (V o/ S'-go "?-g 1 L'3 1r/o7C1 1 wa.r�,. n. vtitir: rr�..,.. r..•. r .:.:sr::. «x «;e,:v,�a'..a r,:i';r•.or :s,4an:w .a �. „t *4tss >ir. „J::�7lr� , ;:lv'5 ?.:; .:7W.+ •.cty Y,S.iI ., ..,:s'�k':;�Y:Yr. ,' x cu -^+o7 Xelj c/ VONNINOS RNGR. j pf REVISED DATE "J� ��� 76/ I � I/ CHECK 1�/pf✓ 4 "IV > �/ #/32/% #/32/% /32/% AIR APR BOE/A/6 w:..;4.: ;S:4: `174:1 '. "T.S.d1;Ven.1 u. ,1/WIAV.t. trXr�7raalmen43;rro.i:t vsa:.r..R •rs.wr :uu:ah»: c,We e TS¢ 4x IIfi n 1W cc, :, I20 `G ' 32 Z (le ct ' /3 ,- � � 2 6 $ 2.4 2'aK 14w 8 4' 4.b'` r f 2.4 15,,'`" rr l(P4- (fe. /1,54 - 3Z F .6lcs,' /9•8 ksf' I.7G T ;y =42 ; r-og 4' -r oq B GICTZIRAK. ?u.6iNG , .•• 011(...a64-770 cavS62v47cJe 9300 fb ,31( 4 -Fc 0,65 Ks; 19'S lam, :• o� 'q 3.59�iv� GHQ ktoF PRA MINI S L(C7UeE, COOL - /vC, 7 R/E 1P ?S 4 x 4- x P /4. scAPP?R75, 1tPrME l,vTV Wl6 x 2 W = 5 Pr (25 16 /pr Z) = 155 1 b /q- 8' 1 -2, M w d i 55 (202 Y B �8 '7.75 k-1r i1 W1 P C•-HNC' 7ovart ■ 00 W161 �C2 TS 011 010 W3v'c/24 Atac = 7.75 + (e.2 = �7k -ter ENCE. J,,, /N REVISED DATE i v !( �/ , 702 430 /7 ✓// CHECK � / L7L'� / �'^� 44W% API API BOE/AW i :12 iii:1.V.:!)`,' - re; -17.C; ?!;;Y.!i:: '«'.:':k`a',Q+*"t:'i:` Kp h:'.L7;k: =; 0:7 4?: 1�`.' rLsi ecoVrirphiramklanea.tunFin8s r.'s i#lrtuu v /zc.rta�+ trsa amnM w,inn.suzm�w. .ra. .r p� ...�w..,..n,«..n.... «,... ».,..- 8L, 11SL 5 l eft W/4 -TS FC bza. ta RS of WN. re Tem iYPIGaL DE'rr.IL. ca MILD -t3AY 'u1 ..T COIPLAGE5 5M, MTAIL 0C>RID. P4 . 65.4. (4) P b.L1 6Zb x - 3 /8 BENT FI? no/,2 BOLTS I °ro 1;6 EA FLG, CONN, TO B3 dr 82 CO0L1p4CD Tot-fE SyiPPottr SEE s4 54 s I "n I' -pn GI -c ge■f3c.w L 4X e /4 A= / K,P / / ( 961 /1.25 ") = 769,6 r s s' ,P. 96" 1 oEGk F -z c w U, g, 1630. 0,3 /, o Co, 75 )0 3 00 6 b . Co24 f 9 F = 2 ib (= cZ e2,/ Cc ^ Z e / 2 6 2C 94J ad 3,c, B Cc g :c — (74., 13/ (3G ) 2Cr2`)'' 573 �8 — X26 8/ Pt 2 -Ca7o DI tar(it.BC, W16 ?c 24 IS SAc6)) t: 1- �., *Ltx wl FeoM A•ISc 2 —173 Mme,_ 63 "4 3 18" PLATE M M , 2I < Mg*, (03 �,- cat 29,312P5t _ 6,7/7 ,t (Co ,; — EN ". :f , S (0 1,10 REVISED DATE 72,430 —00 Re PLACE COOL 1 A/& 7 141 S CHECK ® 4 0/22 /ix APR 0� APR BOE/AW Pu:t;,u::.:.e.ru"'a:Q “ u;:,.A L«7:rg4g¢!'.a.ck` : 1�r �i2' rif1."..` :4�iC.,.tV1iS'�:�ii.Yd:�:+7i ^tl F' Fc N 2,23 L 3x / 4 4' I —162) 3 (o,aeo 2(12-6)1 56 F h•M;) (C-07-)5 s 8(►ZO� 2.23 4- .(3 i4¢ I , I S Esc C. 2) ks� •' . v,. fKtilttm�Np. ),151 i IS.7�s; ok = _. O'939,w At= 56►, (s "/939') = �vZ ''i,23 17,Is6Ps 4,72 /4 83 1 L., (7, .Z 4 s,' c?/ Milt Avies REVISED DATE ! �3 �.. - 7 / 7 CHECK V ��IV /2744 y . COCZ-- / I 2V /3 APR APR BOE /AW s�:t'Al!4'otp,1':l''yt:.r. _,..i.�'Niii7i5'i11:Yak'(1 �lilY': 13 .I79i4GfFtYl4f4"i.'}:+.i�.LE'i 71 .?' 6V4Z. +PIIPI i s L}5 COo / N 70 lives w 014. 5 l3' r 0 6 13oG-7 S srNCate s1 -t 3 -V �s = P V a LC.o w tom! S e ft-) sig f ,432S S r 17 q. 7o rfr Wo- V /Fy L3 c x/4 Weiv TS Lv 1/4 " , �'- 2, 103 T as v , -9/0 :i wzsk5z+.r PM 7a, p )CEs / 053 - /coo --sue �1 I ll — 51-v —S53 (09 - 053— /0oo — 'S5 4 G 4 Pe-R- 41st 4 ' 707( 9 3" 2 110„4101 0 1 79 (A1 z _ 3,3 05 1' o 71:) 12-x ? N sn) 41S c, S Attow Slott . mess Fs w 1 (9 r- Scr4 ►r Z .. ,.' : fni'. . ,. ;•, V'%:A. l&fl, t *W , *,.,�. , x.. 178 STRUCTURAL STEEL DESIGN (hi Figure 7 - Tors'on in beams. (a) Left support provides little resistance; member can be twisted wi h little torsional force, (b) Left end firmly restrained; torsional resistance greatly increased due to bending resistance of flanges. subject to uniform warping. For such a beam the torsional resistance is not affected by any restraint of the warping. In part (b) of the figure the left end of the member is assumed to be almost completely fixed as if it is embedded in concrete. For this case the torsional resistance is greatly increased. In the first case the flanges, though twisted, remain almost straight while in the second case they cannot be twisted laterally unless they are also bent out of shape. At the fixed end warping is prevented and St. Venant shear stresses are equal to zero. The resistance to torsion is provided solely by the shear stresses due to lateral bending of the flanges of the section. At other cross sections of the beam torsion is resisted by a combination of St. Venant torsion and warping torsion. Thus the flanges for the restrained end situation offer considerable resistance to torsion (particularly if they are wide) and they in effect act as horizontal beams bending about an axis lying in the center of the web. - 'The literal bending moment in the flanges due to warping torsion can be conservatively calculated by replacing the ,torsional moment with a °' ` 1t bli "thitilIi'lli of the flanges. this apptoi ti>afe m ethod nl iu"iillustrated in Fig. 7 -15 where a vertical eccentric load is applied to the l,1 l I r Pr R lid Pe 11 h AN", Monft■suwanr.el,ea - - -9 it 40 k /I 2 /1/1 Figure 7 -16 9 ft DESIGN OF BEAMS (CONTINUED) 179 beam and the value of H calculated. It is then assumed as shown in Fig. 7 -16 that the load H is applied laterally to the beam. This approximate method is desirably applied only to short members because results will be overly conservative in long ones. The later. bending stresses are calculated with the flexure formula Mrtan1e(bj / Jb° (412) t and the lateral shear stresses can be calculated with J VQ /I,l. The formula for 1 has been written as though the lateral moment due to H on one flange only is considered and so only one -half of I, is used in the denominator. This simple procedure for handling eccentric loading illustrated in Example 7 -9, which follows, will give calculated bending stresses that are on the conservative side but it can be shown that the shearing stresses obtained are on the small side. As a result, if torsion is very large, the designer should use a more rigorous approach. Exampl. 7 -9 A W24 x 104 section consisting of A36 steel has a 40 -k gravity load applie. eccentrically at the centerline of an 18 -ft simple span as shown in Fig. 7 -17. The flanges are restrained from warping at the ends only. Check the adequacy of the section according to the AISC Specification. Neglect beam weight. 180 STRUCTURAL STEEL DESIGN 11 23.. I in. N 4117,11•1r7A'aGt.trAnn MXC!!O MtM�q�Yp�y bl.a4litn%Y'iafre uwrs. wi. r...-.-.. �w.v. r+..r ....w- .....- ...w�+.+w...- +wwwww M4MYRlbllrtRlTu SOLUTION Using a W24x 104 (d= 24.06, l S =258, S =40.7) PI (40)(18) — 180 ft -k M X = 4 = 4 /, (12)(180) = 258 = 8.37 ksi JhX F =0.60F, = 22 ksi since iunbr. > Replacing the eccentric moment (400.5= 140 in. -k) with two equal and opposite forces acting at centers of flanges: each flange force H= 23 31 =6.01 k Ill (6.01)(18) = 27.045 ft-k lateral moment acting on one flange= 4 = 4 Ay' =15.9 =15.95 ksi (40.7/2) F =0.75F = 27 ksi Checking interaction equation, J LX , } J br = 8.37 + 15.95 =,0.971<1.0 OK FbX Fb, 22 27 As has been described in the preceding paragraphs of this section the bending of the flanges is accompanied by a warping of the section. The greater the distance from a restraining support the greater the amount of warping. Beyond a certain distance from the support the warping is approximately the same as though the support offered no restraint. From that point on the torque is resisted by torsional action only with no bending resistance supplied by the flanges. biOthOlt C 14l0R« a ,4v ow ,� ,,a, rough( estimate of the f; ii tor�loii. bq i$ r dittan aft 6tlli,,,, n r v est aitted.locatkn• require !dr finOtteot d! .wgir .. ,r••._ 'f::` a "1,.tu� nt c _ the warvinR constant, 1$ also 1+1 tabulated in the AISC Manual for standard sections. ._. r 7 -9. LINTELS Openings in brick or block walls which have relatively flat tops, such as windows and doors, require beams above them to support the masonry and other loads above. Although considerable arch action exists in the masonry after the mortar has set, it is still necessary to support the masonry while it is green to prevent settlement and possible destruction the arch action before it can develop. These supporting beams, cal lintels, may consist of any number of different shapes. For very small openings, flat bars or plates may be used, whereas angles are convenient for slightly larger openings. When the openings become quite large struc- tural tees, channels, S beams, W sections, or even built -up sections may be necessary. The amount of load that must be supported by a particular lintel is quite uncertain and a good estimate can only be made after a careful study is made of the particular situation. The window shown in Fig. 7 -18(a) is assumed to be located in a brick wall which is solid and continuous above and around the sides of the window. It seems logical to assume that the lintel will carry the triangular shaped portion of the wall above the window. This loading situation appears even more reasonable when it is known that examinations of old brick buildings often reveal cracks above the windows in approximately the shape of a triangle when the lintels have settled. In part (b) of the figure an expression is developed for the maximum moment in this type of lintel. lit ick '��. , i Lintel Potential cricks at 45 Fit a =1.61 Brick Figure 7 -18 DESIGN OF BEAMS (CONTINUED) " •181 Total load = It' Told load = It' nl� =I It' )i; i _1- I �, l • WI2x30 c-"iSt yj 12*4 .. x . t .... *... t.... .... +. 3 W1a �3 4 y� r.�.1VtOx3 - + - 7w21. 4 4 ... + .... _ .... +... .. rct��� - +i. f.... ... + .... + L.�— r .... + .... t ....+.. +••••+- WI6x26 • '+' -- VJIBvtO + v1S (Cb= 1, F 36 ksi) 1 ( + £ ;1 IA t + 1 CONSTRUCTION 1' 1 1 1 1 1 + 1 0.5 ft. Increments) 18 20 22 24 26 4 + 7 5.0 72.5- 70.0 67.5 65,0 62.5 60.0 57.5 ALLOWABLE MOMENTS IN BEAMS (Cb =1, F 36 ksi) + WW 1 — 4 x xr 2 6 W 10x33 W 1 2x26 + W 1 Ox3 We 35 + W 14x2 + W 1 0x26 65.0 we + • • • W1 2 4 22 1 a •1 W 10x26 1. + 1 a + 1 • + 1 ' £ 1 1 £1 £ m 1 • !p A + r + w - IOx3 a 3' 4 0 WBx351. 11 1 4 1• £ • •'j +j• 10 12 14 16 1 1 W8x31 11 UNBRACED LENGTH (0.5 ft. increments) AMERICAN INSTITUfTE OF STEEL CONSTRUCTION w 2 • 173 18 20 22 24 26 28 30 PARTS s HOR BOLTS ncl. ncl. TION Type of Material° C C, QT A, QT A, QT C, QT A, QT A, QT, NT C HSLA HSLA HSLA, ACR applications can be ob illy used as connectors treaded. The material atton A563. lot be welded or heat A ecl(ications may be 140), quenched and Headed or Unheeded H H, U H, U H, U U U U U characteristics comparable t .' ASTM Desig• nation A307 A325 t A490 A502-1 A502.2 A502.3 A36 (F0.58 ksi) BOLTS, THREADED PARTS AND RIVETS Shear Allowable load in kips A572, Gr. 50 (F„ =65 ksl) A588 (F0.70 ksi) Conn• action Type' SC' Class A SC' Class A N X N X N X Hole T STD NSL STD OVS, SSL LSL N3I STD, NSL STD OVS, SSL LSL STD, NSL STD, NSL STD STD STD STD STD STD STD STD TABLE I -D. SHEAR F„ ksi 10.0 17.0 15.0 12.0 21.0 30.0 21.0 18.0 15.0 28.0 40.0 17.5 22.0 9,9 12.8 11.1 14.3 11.9 15.4 Load. ing' S D S S D S D S D S D S D S D S D S D S D S D S D S D S D S D S D S Rag .3068 3.1 6.1 5.22 10.4 4.60 9.20 3.68 7.36 12.9 9.2 18.4 6.44 12.9 5.52 11.0 4.60 9.20 8.6 17.2 12.3 24.5 5,4 10.7 6.7 13.5 3.0 6.1 3.9 7.9 3.4 6.8 4.4 8.8 3.7 7,3 4.7 9.4 3 14 1/4 1 1 VA I 11 1lie Area (Based on Nominal Diameter) in.' .4418 .6013 .7854 .9940 1.227 1.485 4,4 8.8 7.51 15,0 t193) 5.30 10.6 9.3, 18.6 13.3 26.5 9.28 18.6 7.95 15.9 6.63 13,3 12.4 24.7 17.7 35.3 7.7 15.5 9,7 19.4 4.4 8.7 5,7 11.3 4.9 9.8 6.3 12.6 5.3 10.5 6.8 13.6 6.0 12.0 10.2 20.4 9.02 18.0 7.22 14.4 12.6 25.3 18.0 36.1 12.6 25.3 10.8 21.6 9.02 18.0 16.8 33.7 24.1 48.1 10.5 21.0 13.2 26.5 6.0 11.9 7.7 15.4 6.7 13.3 8.6 17.2 7.2 14.3 9.3 18.5 AMERICAN INsTrnm. OF STEEL CONSTRUCTION Nominal Diameter d, in. 7.9 15.7 13.4 26.7 11.8 23.6 9.42 18.8 16.5 33.0 23.6 47.1 16.5 33.0 14.1 28.3 11.8 23.6 22.0 44.0 31.4 62.8 13.7 27.5 17.3 34.6 7.8 15.6 10.1 20.1 8.7 17.4 11.2 22.5 9.3 18.7 12.1 24.2 ti• 1 1.767 9.9 12.3 14.8 17.7 19.9 24.5 29.7 35.3 16.9 20.9 25.2 30.0 33.8 41.7 50.5 60.1 14.9 18.4 22.3 26.5 29.8 36.8 44.6 53.0 11.9 14,7 .17.8 21.2 23.9 29.4 35.6 42.4 20.9 25.8 31.2 37.1 41.7 51.5 62.4 74.2 29.8 36.8 44.5 53.0 59.6 73.6 89.1 106.0 20.9 25.8 31.2 37.1 41.7 51.5 62.4 74.2 17.9 22.1 26.7 31.8 35.8 44,2 53.5 63.8 14.9 18.4 22.3 26.5 29.8 36.8 44.6 53.0 27.8 34.4 41.6 49.5 55.7 68.7 83.2 99.0 39.8 49.1 59.4 70.7 79.5 98.2 119.0 141.0 17.4 21.5 26.0 30.9 34.8 42.9 52.0 61.8 21.9 27.0 32.7 38.9 43.7 54,0 65.3 77.7 9.8 12.1 14.7 17.5 19.7 24.3 29.4 35.0 12.7 15.7 19.0 22.6 25.4 31.4 38.0 45.2 11.0 13.6 16.5 19.6 22.1 27.2 33.0 39.2 14.2 17.5 21.2 25.3 28.4 35.1 42.5 50.5 11.8 14,6 17.7 21.0 23.7 29.2 35.3 42.1 15.3 18.9 22.9 27.2 30.6 37.8 45.7 54.4 Slip critical connection. Bearing -type connection with threads included in shear plane. Beating -type connection with threads excluded from shear plane. Standard round holes (d + 1 /16 In.) OVS: Oversize round holes Long- slotted holes SSL: Short - slotted holes ' Long -or short- slotted hole normal to load direction : (required In bearing -type connection). e shear 0: Double shear, threaded parts of materials not listed, use F, = 0.17F„ when threads are included in a shear and F = 0.22F„ when threads are excluded from a shear plane. Pretension bolts 11/2-In, dla. and greater, special impact wrenches may be required. bearing -type connections used to splice tension members have a fastener pattern whose length, parallel to the line of force, exceeds 50 in., tabulated values shall be reduced by 20 %. See MD Commentary Sect. J3.4. • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A STATE OF WASHiNGTON 4 ,'%; ' • (sitriail-frZa .t -7 7,MagrifiT4' ag -• "1 . 2,t; : ="); :1 '4 -4' n r.t etwl ■•?tf.y, RECEIVED CITY OF TUKWILA OCT 2 8 1996 PERMIT CENTER VICINITY MAP AREA MAP i )� A BUILDING ADDRESS: 9725 EAST MARGINAL WAY TUKWILA, WASHINGTON SOUTH A ■ MFC PROJECT SITE `\ FROM DOWNTOWN SEATTLE ❑❑ PROJECT SITE \\\,___------ \ \ , y \ -- �._- - — \ \ , • � , - /- `z` 9 -53 � 0 C, � ❑Ss \_-- 9 -9L+ \ g / �( ----- ` y - -i01 , ' -9 9 -90 �� - 4 �--- -. ---�\ 9- 120 - �\ -- BUILDING 9 -53 LOCATION la -ol 5 � � - IZ� o KING C�. OFFICE AIRPC O '- FFICE 900 CENT.' (FM) I\ 0 9.,0, 1 ��� S % j: .-- .7\ y/ \ EXIT 1 \ Dm. � V. � / ' ' 158 Ise \ OXBOW T , 111� ��� N 7 B�CCESS RD_ � A L . � EXIT 13 -01 , .;1,, / � ,.. vi% >`� - 157 -- \ \\ \ \V \� Yr \ TUKWILA 1 FROM KENT \ sOo EAST MARGINAL WAY & AUBURN ` ) CORPORATE PARK , I5 � 99 FROM SEATTLE- TACOMA AIRPORT 11 .,L., NO SCALE DEVELOPMENTAL CENTER N 0 NO SCALE GYM REVISION MODIFY AVMS LAB (J #737274 -00) RECORD DRAWING IBS FACILITY (J #157129 -00) E IBS FACILITY (J #157129 -00) I F RECONFIGURE (J #757589 -00) BY JW CH JW CH GMM GMM MRM APPROVED WH CH WH CH REPLACE COOUNG TOWE DATE 07.15.93 12.08.93 12.29.95 01.31.96 2.07.96 G H M REVISION V -LABS (J #167005 -00) Z1C -LAB (J #762647 -00) REPL. COOLING TOWER 762430 -00 BOEAG DEFNSE & SPACE GPMUP MAD NG 9=53: BY MRM MRM JRB APPROVED DATE 3.29.96 8.16.96 10.21.96 .tA'OE/NG FACILITIES DEPARTMENT R 1 & 2 ,ob #762430 SEISMIC ZONE CHECK BOX BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS FIRST FLOOR SECOND FLOOR PENTHOUSE BUILDING HEIGHT STORIES OCCUPANT LOAD: HANDICAPPED REQUIREMENTS BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT FIRE PROTECTION CODE SUMMARY TUKWILA 1994 UBC, WASHINGTON STATE ENERGY CODE, WAG 51 -20 BARRIER FREE CODE AS ADOPTED OR AMENDED, AND COMPLIANCE WITH THE CITY OF TUKWILLA ZONING GROUP B TYPE II -N 54,821 97,901 54,821 43,080 44 ft 2 NO CHANGES 3 PROJECT CHECKLIST IW THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C., AND WAC 51 -20 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH COY 'OF TUKWILA ZONING. IX ENGINEERING CALCULATIONS ( IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER 11.9,C. TABLE 10 -A. ❑ BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. NUMBER OF PRINTS REQUIRED FOR PEP F PACKAGE: ❑ 1. GENERAL PERMIT (SHELL & CORE) 6 SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH LIIILITIES 2 SETS SOILS REPORTS, STAMPED BY GEOTECHNICAL ENGINEER 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS E] 2. TENANT IMPROVEMENTS, 5 COMPLETE SETS ® 3. MECHANICAL, 5 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 4 COMPLETE SETS ® [BRIEF PROJECT NARRATIVE THIS TENANT IMPROVEMENT JOB CONSISTS OF THE FOLLOWING: MODIFICATION TO THE EXISTING COOLING TOWER SUPPORT STRUCTURE AND REPLACEMENT OF EXISTING COOLING TOWERS w/ LIKE KIND. ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ■ SEATTLE, WA. 98124 ACCEPTABILITY 'MIS DESIGN ND/OR SPECIFlCATON IS A APPROVED APPROVED BY DEPT. ORANN BY S.REYNOLDS CHECKED CHECKED APPROVED APPROVED DRAWING NUMBER 9 -53 -Al Al 109 - :3 -1000 S30 109-053-1000 S40 109 - 053 -1000 S53 109-053-1000 S54 109- 053 -4030 109- 053 - -4100 12 20.90 SUBTITLE TI SHEET NUMBER DRAWING TITLE DRAWING INDEX ARCHITECTURAL TITLE SHEET STEEL SCHEDULE FRAMING DETAILS ROOF FRAMING PLAN MISC. DETAILS ' tom ❑ MEG' ANIC ❑ ELECTR4G ❑ pLU� - r 5 F'.' -a pe•,nn No __. MECHANICAL MACHINERY ROOM SECTION & DTL F ACHINERYROOM PARTIAL ROOF PLAN E REVISION LETTER DATE M4 M2 ELECTRICAL GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS, 4. RETURN THIS SAME SET TO TERRY BENNETT AT BUILDING 9 -51 COLUMN N /1, AFTER COMPLETION OF THIS CONSTRUCTION. COVER SHEET BUILDING 9 -53 ARCHITECTURAL MASTER D.C. RECEIVED CITV OF TUKWILA PERMIT CENTER UST REYS EFT Al JOB N0. DM NO. J SYMBOL 762430 -00 9 -53 -Al DAM SYN STRUCTURAL STEEL- GENERAL NOTES CODES AND SPECIFICATIONS A. B. C. D. E. G. 2. DESIGN CRITERIA UNIFORM BUILDING CODE -1982 EDITION ASIC MANUAL OF STEEL CONSTRUCTION AWS FOR WELDING ASTM FOR TESTING OF MATERIALS STEEL DECK INSTITUTE STANDARDS STEEL JOIST INSTITUTE STANDARDS SPECIFICATIONS A. WIND LOADS UBC -1982 DESIGN WIND SPEED 80MPH EXPOSURE B. SEISMIC (ZONE 3) C. LIVE LOADS o) ROOF (SNOW LOAD) b) 2ND FLOOR c) STAIRS d) MEZZANINE FLOOR e) "B1" BRIDGE CRANE f) MONORAILS g) MODEL TRACK 3 MATERIALS A. STRUCTURAL STEEL a) STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36 UNLESS NOTED. STRUCTURAL TUBES SHALL BE A -500 GR.B. b) ALL FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS. c) SHOP DRAWINGS OF ALL STRUCTURAL STEELWORK SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. d) ALL STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PAINT. SURFACES TO BE EMBEDDED IN CON- CRETE AND TOP FLANGES OF COMPOSITE BEAMS SHALL NOT BE PAINTED. e) SURFACE PREPARATION F07 PAINTING SHALL CONSIST OF POWER TOOL CLEANING AS REQUIRED. SURFACES TO BE PAINTED MUST BE DRY, FREE OF DIRT, OIL, GREASE, OR OTHER FOREIGN MATTER. f) PROVIDE DRAIN OR WEEP HOLES AT THE LOW POINT AT ALL STRUCTURAL TUBE ASSEMBLIES. B. STRUCTURAL STEEL CONNECTIONS a) ANCHOR BOLTS SHALL BE ASTM A -36 b) FOR ALL BRACING, STRUTS AND PRIMARY MEMBERS USE A -325X -3/4 0 UNLESS NOTED. c) FOR GIRTS, PURLINS AND SECONDARY MEMBERS USE A -307 MACHINE BOLTS - 3/4 0. d) ALL WELDING SHALL BE AS SPECIFIED ON THE DRAWINGS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS IN ACCORDANCE WITH AWS AND AISC SPECIFICATIONS. ELECTRODES SHALL BE E -70 SERIES. MIN. SIZE WELD PER AISC. e) FOR STABILITY DURING ERECTION THE MINIMUM LENGTH OF CONNECTION ANGLES SHALL BE AT LEAST ONE -HALF THE DEPTH OF THE SMALLER BEAM. f) MINIMUM BEAM CONNECTIONS SHALL BE EQUAL TO AISC MANUAL REQUIREMENTS FOR UNIFORMLY LOADED BEAMS WHERE BEAM REACTIONS ARE NOT SHOWN. C. METAL DECK NOTES o) METAL ROOF AND FLOOR DECK FABRICATION AND ERECTION SHALL CONFORM TO STEEL DECK INSTITUTE STANDARDS. b) STEEL ROOF DECK FOR THE MAIN BUILDING SHALL BE H.H.ROBERTSON TYPE QL -WKX -16/18 OR APPROVED OTHER, 3 "DEPTH FORMED FROM. GALVANIZED SHEETS. ATTACHMENT TO STRUCTURAL STEEL SHALL BE BY 3 PAIRS OF 1" FILLET WELDS /UNIT (U.N.). TOP SHEET SHALL BE CONTINUOUS WELDED IN ACCORDANCE WITH GROUNDING PLANE, ROOF. SEE SPECIFICATION DIVISION 13 FOR SPECIAL CONSTRUCTION. ATTACHMENT TO EDGE BEAMS SHALL BE AS DETAILED. c) STEEL ROOF DECK FOR THE MECHANICAL /ELECTRICAL BUILDING, LOBBY, AND CANOPY SHALL BE GALVANIZED TYPE 'B' DECKING SD1 1 1/2" WR- 20'WITH RIBS ON 6" CENTERS. ATTACHMENT TO STRUCTURAL STEEL SHALL BE BY 1/2" DIAMETER PUDDLE WELDS AT 12" CENTERS. ATTACHMENT TO EDGE BEAMS SHALL BY 1 1/2" SEAM WELDS AT 1' -6" CENTERS. SEAM WELD SIDE LAPS @ 1' -6" CENTERS. Mq(0-01145 REVISION V= ZIKCSW PER UBC 1982 Z= 0.75,1= 1.00,K= 1.O,CS =0.14 V= 0.105W (TO BE INCREASED BY 1.25 FOR BRACED FRAME) BT APPROVED 25 PSF 100 PSF 100 PSF 100 PS 2 TONS 1 TON 250 LB OATS F E REVISION REPLACE COOLING rowERg7G243C L3( RECORD DRAWING ISSUED TO OWNER STRUCTURAL STEEL - GENERAL NOTES D. COMPOSITE STRUCTURES a) SHEAR STUDS FOR COMPOSITE STEEL - CONCRETE FLOOR BEAMS SHALL BE 3/4" DIAMETER X 5" FIN. LENGTH CONCRETE ANCHOR HEADED STUDS. b) FLOOR DECK SHALL BE 3 "DEEP, 18 GAUGE COMPOSITE TYPE DECK FORMED FROM GALVANIZED SHEET. ( H.H.ROBERTSON TYPE QL -99 OR APPROVED OTHER) c) MINIMUM DECK WELDING PATTERN: 3- PUDDLE WELDS /UNIT AT SUPPORTING MEMBERS (1/2 "DIAMETER FUSION MINIMUM) 3/4 "PLUG WELDS AT 24 "O.C. TO MEMBERS PARALLEL TO FLUTES (U.N.) BUTTON PUNCH SIDE LAPS AT 36 "O.C. d) FLOOR DECK SHALL BE GALVANIZED. e) PROVIDE CEILING TABS AT 24 "O.C. EACH WAY TO UNDERSIDE OF DECK. f) FLOOR DECK SHEETS SHALL SPAN OVER 3 MEMBERS MINIMUM. g) PROVIDE END CLOSURES AND CLOSURE FOR PLATES AS REQUIRED. h) CONCRETE SHALL DEVELOP f =4000 PSI MINIMUM C 28 DAYS. CHLORIDE CONTAINING ADMIXTURES ARE PROHIBITED. 4 STEEL JOIST A. JOIST TO BE MANUFACTURED AND ERECTED ACCORDING TO STEEL JOIST INSTITUTE STANDARDS FOR 30 KSI ALLOWABLE STRESSES. 5 GENERAL A. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD; ANY VARIATION FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. B. 6. DESIGN CONCEPT ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ANY PRJPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. A. VERTICAL LOADS CARRIED BY STEEL FRAMING SYSTEM TO STEEL COLUMNS, SUPPORTED BY CONCRETE PILING. LATERAL (WIND, SEISMIC) LOADS ARE DISTRIBUTED BY ROOF AND FLOOR DIAPHRAGMS, TO VERTICAL WALL BRACING BOTH DIRECTIONS. B. ROOF DECK PANELS FUNCTION AS BRACING OF BUILDING AND ANY REMOVAL OF THE PANELS IS PROHIBITED UNLESS OTHER SPECIAL SEPERATE BRACING IS PROVIDED. BY APPROVED �m TAN Ptz.A DATE 1/9/87 AIMEZAW FACILITIES DEPARTMENT ❑AUBURN, WA.98001 ❑EVERETT, WA.98201 ❑KENT , WA .98032 ['PORTLAND, OR.97220 D R ENT 0 N, WA . 98055 MI SEATTLE , WA . 98124 STRUCTURAL STEEL SCHEDULE MARK J1 28LH05 J2 28LH06 J3 28LH07 J4 32LH09 J5 18LHO2 B1 :'30X99 B2 W27X94 B3 B14 W36X135 B4 B5 W24X55 B6 B7 B9 B10 SECT I ON W16X26 w24X62 W21X50 W21X44 88 W18X35 W14X22 W16X31 B11 W24X76 B12 W24X68 B13 W27X84 B15 W33X130 816 W30X124 B17 W36X230 B18 W18X40 819 W10X19 B20 W18X50 821 W10X15 B22 W18X55 B23 W10X12 B24 W36X182 B25 B26 C8X11.5 VV 12 x 2G B27 TS 8X8X B28 UNASSIGNED B29 TS 8X4X 830 W8X10 C1 W8X24 C2 W8X31 C3 W8X40 C4 W10X45 C5 W10X49 C6 W10X54 C7 W10X60 C8 W12X65 C9 W10X77 C10 W12X79 Ci 1 W12X87 C12 W14X109 C13 W14X120 C14 TS 4X4X 015 TS 6X6X - C16 TS 6X6X C17 TS 7X7X REMARKS REPLACED PERJ4 22430 ACCEPTABILITY APPROVED BY PT OAT DRARN Bi D JDK euc 85 EC WCT OCT 85 RCC SEP 85 (NOR C H[CARD APPR DRCD PRA APPROVED 0 -11 -8 SVBI IT.0 STRUCTURAL STEEL SCHEDULE MARK Al A2 A3 A4 A5 A6 A7 A8 01 C2 G3 G4 G5 C6 07 G8 SECTION TS 5X5X D1 D2 TS 8X8X D3 - I- 4X4X D4 D5 TS 8X4X L 3X3X L 4X4X C 5X6.7 L 2 X2 X 1 /4 L 5X5X L 6X4X TS 3X3X L 8X4X L 6X4 X TS 8X4X3/ TS 8X4X TS 8X4)( C6X13 MC6X15.3 C3X5 C8X11.5 TS 6X3X !' REMARKS BLDG. 9 -53 RECEIVED CITV OF TUKWILA PERMIT CENTER J THE AUSTIN COMPANY DESIL7.IERS • ENGINEERS • BV.JI LDERS GENERAL NOTES -STEEL SCHEDULE STRUCTURAL MASTER DC ET JOB N0 S30 84 -5325 LAST REVISION ISYYBOL DATE DAC NO 109- 053- 1000 -530 53 t T G0-.1r4. PLP- %ISG TYP EA, 5TI FF, 2L4x3 /2x /5 W/ 2 Dal-TS EA.. LE— T0.5.EL, -o (4) OoLTs DO b000 4075 REV. 7/63 510 G01,11 -1, r.ER. AISG .1h JUAL L /2 / 4 6oLLS IIJ WEED ( A � 5 ECT I OH 5521S+0 SCALE; 1 "= ILO" SECTIO 53,31540 1"...1%.0" TOG, EL, 118-0 I /2'TIFF, FE'S, I/2 " STIFF • 53 540 0C/s.LE' 1 ":1 C3,GS CoNl4, PER AI SG MANUAL Ib20 LQ.n •x W/ 2 E>OLTS I;A , LEC, J1 SECTION 1 To.u. EL, 1180 1 i � SEFZI ES FLOOR FSEL�M SEE FRA -MI--16 PLA)-4 6ouLE LTYP) 511 1.1 ¢ x o' 1 g o4 ELI14LO rx7rToM of DESK W2x2G 62(0 t I /2 x 4 A0-4 /Z (2)PLS r T oh• EL • 118 0 TO.S,EL, 1l8' - O tt 63L5EY SERIES FLR, 5EAr-1 FLPIL GIP�L7EFL ( \ SECTION 532 540 ,SCALE; I" ILO" DI -To.1 L `XALE: I =1�0� I.1EL0 To 2 FLR. i 3 DEGk2-RI e:S MI- T(9) REPLACE EXIST AI 10 W x 1 1 - 12,l6 WI1 'f5 9-';1-1"1" (E)--r, caJIJ, PER AISG Mk4-11JAL 5 SEIzISS NEW 3 /a " 4"SQ, STEEL PLATE 3 'AG 114 NEW PLATE 3 /A2'x4 lo 3 SIDES FL , BEAM I DETAIL scALE: 1 '12'_ 130 540 NEW 3/2"x 2"x 4 "x 10" PLATE TYP (2) PLS, L xyix % (h111) (EXIST) 120of pec IC SeGTIOH s5 z140 i /2As1Io' TYP' EA STIFF, EXIST L4x 4x 17 4 / COOLING - TOWER (2) 6/6' A32.5 HEX HEAD SoL.:Ts FASTEN TOWER 7D lop FLANGE (4) Bc TOTAL STIFF, l¢ Cl) PI-C.5. 4-12 ( 4)- boLTS C5 NEW PLATE 3 /A2'z4'x "TYP (2) PLS EXIST L. 4.x4 x% (EXIST) L4x4x I( 4 TYP. (2) PL S EXIST Lax 3 x 1 /4- TYP(2) PLS s Ls4D SECT IOM 532 1 540 SC/aLE', I =1'• O'I EXIT 4x4 ADD L4x4%04- BRACE TYP(2) PLS rng(0-1 (.4)- BOLTS It 3 43 '<Gs I'-O 51DE G5 (DELo 1) SECTION SCALE: I "= l o' eteis NEW W I2 x26 (B26) r —NEW L4,4, 1/4 NEW 'Is 2"x 4 "x IQ STEEL PLATE NEW Lox 4 x 114. 54 SECTION SCALE : I"= I' -0'55 140 b4 TOP FE 3 /¢ 6EI rt. colJr�, PER /N.IG M/aLJU .L 51 'J /4 MG ft r. 0•s. EL 118'0' TYP RECEIV CITV OF TUKED WIIA PERMIT CENTER C15 511 (4)- 15OLT 1.124 x104 x0 - 9 11 L— c 4 PE AISG M/A Un,L SE CTIOhJ 592 Soo sc6.LE: B21 D H1 S EC T101--.1 5 53 540 SCALE : I L •.NGENl$IIO • SW THtg JUSTIN C NY- 1 /2 1 'STIFF, Ft.. o141, PER A.ISG M�IJun.L Oik 63 YP C OlV57R(JC'PTON NTCTES I. VERIFY D IMENSIONS IN - 71-1E FIELD, 2. MODIFY BbTTH cooL.ING 7DWER SL1P:DR - r 3. WEL D PEIC A Ws. sPECS BY A WA BO CERTIF WELDE 4. STEEL PLATE AND SNAPES SHALL B � RAM A�. 5. PAINT SHAPES AND PLATES W/ RED-OXIDE FKIMER I�JOTS ; E(-05 c-/AL /NS - 7 STuD5 4 ccl1 ITS SL ■-4 51 1■-4 2 r- 7 PLR., DETAI Ls Falk, I TY SEE. SLAP PLAJ -1 DETAILS SH'T, I SYM REVISION BY APPROVED DATE SYM REVISION Rk CWL I PC rowl'h�5 I1 X62 45 - RECORD DRAWING ISSUED TO OWNER. BY APPROVED DATE ❑ AUBURN, WA. 98002 B®E/A'C El KENT, WA. 98031 FACILITIES DEPARTMENT ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN BY �� A CHECKED W SEPB CT OC.T B SUBTITLE SEG0�10 FLooR FRA1 DETAIL.% TITLE ST RUCTURAL MASTER LDc. 9 -93 DC LAST REVISION SHEET JOB NO DATE DWG NO 109-053-1000-S40 STIR SI ®® PP 0 .. /.1101 EL= 118' -0" M N M N M m B9 B9 B1 816 0 1 N W N m a m a. co B12 • __ N 19' -9" M I r ! • tw ameaSTIF B26 \ I 'a 6 0 N 553 B9 B9 B9 B6 m t7 N 7- 6' B23 B23 N 823 112, TYPE "B" DECK B12 , - ARL 4 9' 55 SPACES 0 5' -0" = 25' -0' 4' - 0" 39' -9" 0 EL= 1 -1 =0' r) A2 M A2 M CV N M m CO 2' Y / / 2' 3 (9' 10" M M m m 6' -0' B9 AlEk o ®® qF TOS EL Aft ®® 10' -0" 2' -9" O c_ OF COOLING T OWE R = 114 - 8 1 /2' 0 LC) OF COOLING ° TOWER - 0 N 0 N a0 A.6 C.4 SEE SHEET S31 FOR MAIN ROOF FRAMING PLAN TOS EL = 115' -4" 2' -3 H- M m REVISION I B9 M CO 11 -9" 39' -9' COOLING 9' -6" TOWER MACH NERY / ELECTRICAL BLDG ROOF FRAMING PLAN SCALE: 1/8 " =1' -0" •Y APPROVED DATE SYY G F E 10' -0" 5' -6" 2 VERIFY DIMENSIONS AND /I-- LOCATION WITH MECH. DRWGS. 0 TOS EL = 114' -6" REVISION REPLACE COOLING TOWERS 782430 ADD'L. COMBUSTION AR LOUVER J. 811395 - 02 RECORD DRAWING ISSUED TO OWNER Thgb4) In z -:N TOS EL = 117' -0" 7 I TOS EL = 114` -81/2" T N T ! FRAMES FIN FLR EL = 100' -0 " TOS EL = 115' -4" FIN FLR EL = 100' -0 " BOT /BASE e o � z FIN FLR EL = 100' -0" BOT /BASE E TOS EL 115' -4" FIN FLR EL = 100' -0" FACILITIES DEPARTMENT E 6'-0" -- B BUT /BASE R En o NORTH ELEVATION TOS EL 115' -4" ,'f' B9 0 En z 89 LINE 'E' z IM 22' -8" 7' -6 ". 7' -6" SCALE 1/8 " =1' -0" B23 r- Al / B23 G6 G6 B23 '—A6 (TYP) 4 1 I A.9 0 16' -0" 20' -0" ,' =$� 6 -010 1'-0" SOUT H E L EVAT I ON ROOF BM CORD FORCE = 8 K I PS SCALE 1/8 " =1' -0" 19' -9" u) 1 ' -10 NTS EAST ELEVATION SCALE 1/8 " =1' -0" ❑AUBURN, WA.98001 ❑EVERETT WA .98201 EKENT , W A . 98032 ❑ PORT LAND , OR .97220 ❑ R E N T O N, WA .98055 "'SEATTLE, WA .98124 G6 8231 G5 L I NE as ELEVATION SCALE 1/8 " =1' -0" ROOF BM CORD FORCE = 1.5 KIPS 23' -9" 6' -0" 10" G4 rn 7' - 4i" 4' Opt "4' 6 " I 8' -8 ROOF BM CORD FORCE = 8 KIPS B.s 20' -0" B23 B23 U ( 2 20' -0" � -0" 1' 0" -6 13' -. 9' -6 I GIRT LINE --1 EL = 116' -6" ...q6 G6 1 Go TOS EL = 114' -6 " - G4 *I B9�_!`!_ __ ?_ — 4- . G5 c G4 FASCIA FRAMES U 0 7 O 7 `—A6 VENTS BOT /BASE TOS FL = 117' -0" TOS EL = 114' -8 1/2" ACCEPTABILITY APPROVED BY B 9 20' -0" 20' -0" B23 1 G5 o 05 G6 -A6( TYP) -., G6 0 04 G4 G4\ DE P1 DAIS t--- -1 0 G4 ° U RA rN BY J D D x(D"EO WCT OR APPROVED 1 B23) RCC xE CNFD PPR.. PRA 20' -0" B23 a OA 1E AUC 0 2'-OUi - 4' -10 ' 3' -01/2' OCT 85 SEP 85 IM 10 - 11 - 05 B.4 20' -0" GO 4 823 BL Li, 9 -53 N 1 ' - 94 , 0"" WEST EL EVATION - I SCALE 1/8 " -1' 0" ROOF BM CORD FORCE = 1.5 9' -6" 11' -9" PERMIT CENTER (C 55 z K I PS RECEIVED CITY OF TUKWIIA O C 2 9 196 NOTES: B23 1 22' -8" 16' -0" G6 G ` . _ GIRT LINE o G6 &i TOS EL = 117' -0" TOS EL = 114' -6" 823 SEE SEE CONN m DETAILS 0 v C T D 7, :st T. Is/ T = -0" TOS BEAM EL 11.5-',4." FRAME SEE EAST ELEV 1. LOADS SHOWN INCLUDE 1.25 MULTIPLIER FOR BRACED FRAMES. 2. THE ONE THIRD INCREASE FOR SEISMIC STRES. IS NOT PERMITTED FOR BRACED FRAME CONNECTIONS 3. ALL BRACING MEMBER CONNECTIONS TO BE SIZED BY THE FABRICATOR FOR THE LESSER OF THE FULL CAPACITY OF THE MEMBER OR THE FORCE INDICATED ON THE DRAWINGS. 4. PROVIDE SAG RODS AT GIRT MID -SPAN OR 10' -0" 0.C. MAX. PER 5. SEE SHT S43 FOR BASE PLATE S3 FOR PLATE LOCATIONS. S THE AUSTIN COMPANY [IES I GNE,RS • EP. M1 ERS [7U1 LM MS 5D• " `LE MACH NERY /ELECTRI CAL BLDG FRAMING PLAN & ELEVATIONS I11LE STRUCTURAL MASTER ®® COL A.6- E/1' -2' DC • .0. Y0 84 -5325 LA Rf VI SION ISx WOOL SNEEI S53 JON x0 DAIS DrD N0 109- 053 - 1000 -S53 RN IAN, NEV 11 01 -0,-01 rE.n C 'NN P -R. A ISc. MANUAL -l0 ' AM 012 1312AC..II -IG& r+0i2 I /G DEGK SII-r1 DETAILS G A ,S - I 4 as . ro -2 o.TAI L 3 5G6.LE� I" _ 5 �g4 r -o" MEI Mit Nr7 0- D3 2 TAIL_ EL, 117E 0 Al FITTED BETWEEN Ac,'s 53i5FsF ci E7q, L2 06— AG �I/ z boL7s 1 DE K. 5L,i14 To CE "'YF, tco : r :7 kELD D �AV1 AFL � wl� A " f 1J/ 323 a- ex�LTs SELTIoI� 5 3 S54 SALE I". l'-o" peTAI L_ (TYP) I l-f5 se GSc Oh} U/, N GC, ( S - CTIO 553 s54 SCALE IR = I' -O" 6,I„:, FIN FL. L I ca7 -� 0 A3 (CONY) Al FITTE 3 /cj tt f� I MELDED FRAME 519 AGE G!o TYPICAL GIQT CONI•JECTIOtiI l l Dt:TANI L 553 55�+ ryg I" - 1' - 0" D�TAI TYP 3RAC�E Col-111, pETAI L S5�jS54 6GAL�; 1 I' -OII — Cs 1 2TAIL_ (TY 5 5 —5Ee SHT5, S34. S4,3 n i:".) ETA I L. 553 554 xA.LE g 1" : 1'- O' II t7e.TA 1" .1 -Te (I) TYPICAL DETAIL ' MIo - e .Y suP1gLT (0) PLA.GES SIM, CET1iIL GN &RIPS it (4) PlAc5S BL, 11 L- toLT 32b 3/8 ,. BENT 1t. W/� BOLTS J� 03 I , Q ,, ro 1 , 6 EA. FLCy. CONK TO 83 * 823 GaoLll -lG TrWE SUPPORT SEE I- ioTECf ) r� SECTIOH s53 •354 I' -0 ( " peTAIL (TYP) 56'S I, > LE I' . I' - O n 5210 � DTAIL_ 53 S LE I" L -0II I /2 DECK '?Of, EL, II5 -4' s53 TITLE SFC-T Iol-.t 55+ SGA•L$S II'• I -OI' SYM REVISION BY APPROVED DATE SYM E REVISION ISSUED FOF‘ REFEKENrE - 762430 RECORD DRAWING ISSUED TO OWNER. BY JBS APPROVED DATE BOEZAW FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED WCT ENGR. CHECKED DRAWN $M..,. 4 }T OcT 8's aF ��� / OcTT 8's SEP8.5 APPROVED APPROVED 41-44 05 BLDG. 9 -53 PERMIT CENTER I /Ly OEGK 1.-i0T 5H10 23 - of jl SLOPE _ P>2 3 40TEI II-ITEiiMEDIn. - re Ra�F BB.A•MS I-t.T 51J01.414 sEGTIOrI SECTION 53 5 , >c-ALE TOS EL NS & F5 117-'.0" A6 6J/ sit!' GIZG ft 2 BOLT• c+1 I d- of l o, c -► G4, G5 62 3 e CA I (LT MID 511J °HDS oF. 0 1 0 oc, MAX - Z RECEIVED C 1 I O CITY OE TUKWILA 553 S"}} �QLEI I I' - I' L LJ 1l1l THE AUSTIN CD COMPANY SUBTIT i E / exi ILEING1 I:3 TAILS ST RUCT URA_ MASTER -- BOLTED CONN. PER AISC MANUAL J 0E1,6.1 L_ 4--ALG 3 SIDES I II / 1 RroF l7BGIC -re x, RIar-, 114 ' -cps ?O I -- O)/e II CP SACa Ro, tPA PE?P _ NOT 4 ' 3 — PRO./I VC NUT B - To , 4 P1/T cif cI-1 E.. c14,6 (AUGER RODS rt JOB NO E T0,5,6L,I14 LAST REVISION ISYMBO EET DA O DWG NO 09-053- 1000-554 SYM rr clb--01L-15 REVISION BY APPROVED DATE SYM D REVISION F,FBLA(Y CooLINV r'wErc 14 762 1 I3RAVYINQ ISSUED TO D MACHINERY ROOM PARTIAL ROOF PLAN BY S(� DPN APPROVED 1/4 "= DATE lo- 9.90 961-/ F7 1 -- - I /`I / a7 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 B®E //VG ❑ KENT, WA. 98031 FACILITIES DEPARTMENT ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 IN SEATTLE, WA. 98124 B 9 O ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT DAT DRAWN BY SRL CHECKED 17" ENGR. IV CHECKED APPROVED APPROVED C SUBTITLE Attention: I 1ar ism S6 r" k PO"' Company: Boeing Company FAX: From; Bruce W. Goldmann 73 Date: October 3, 1996 R(/( Re: Building 9 -53 Cooling Towers We are pleased to quote the following equipment: Two (2) BAC Model VTI- N209 -OM Cooling Towers as manufactured by Baltimore Aircoil Company, Inc.: Unit is constructed of G235 hot -dip galvanized steel. Capacity to cool 900 GPM of water from 95° F to 85 °F at 71°F wet bulb. Complete with (1) 30 HP, premium efficient, 460 volts, 3 phase, 60 hertz, TEFC type motor. The fan motor and drive is factory mounted and sized for 0" E.S.P. Standard accessories will include: large access doors, strainer screen and antivortex baffle. Optional accessories included are: ; • -One RHa,,, ' f mdt • Balti -Bond Corrosion Protection System • 460 Volt, 3 phase pan heater • Electronic Water Level Controls • Ladder with 3' extension, railings and cage • Premium efficient 30 HP TEFC fan motor Each unit will ship m 2 pieces, the heaviest weighing approximately 3300 lbs. Total shipping weight will be approximately 5350 lbs. The ovemll dimensions of the unit will be approximately R' W x 12'L x 12' high. \ P c u�l 31 199 VISIO CITY OVTUKWILA 19nc. PERMIT CENTER FACSIMILE TRANSMISSION G. J. CAMPBELL & ASSOCIATES MANUFACTURERS REPRESENTATWES 11613 Rainier Avenue South, Seattle, WA 98178 PHONE (206) 772 -1111 • FAX (206) 772 -1076 FIAGNINERY_ROOM PARTIAL ROOF ' ,PIPING b -lo•$ia IGnE MECHAN I CAL MAST E.R I es, M 8 —•4 ...DC. 9 - COL. A.4- C /2 -1 /1 ,r2:3 Number of pages: 2 I ` PAN ASSEMBLY IS HEAVIEST SECTION AT 3300 POUNDS, RECONNECT 8" CONDENSATE SUPPLY & RETURN. INSTALL 3" OVER FLOW W/ AIR BREAK AT DRAIN CONNECTION. INSTALL NEW SOLENOID VALVE IN MAKE -UP WATER WITH MANUAL BY -PASS. RECONNECT DRAIN. SEE DRAWING SK 75B 960927 M1 & SK 75B 961003 M2 6. WITH MAINTENANCE'S ASSISTANCE, PASSIVATE TOWER PER NALCO INSTRUCTIONS & BRING TOWER BACK ON LINE. EVALUATE TIMETABLE FOR NEXT TOWER REPLACEMENT. 7� WORK W/ MAINTENANCE & ELECTRICAL TO CONNECT ELECTRONIC MAKE -UP WATER LEVEL CONTROL & PAN HEATER CUT-OUT PER MANUFACTURERS INSTRUCTIONS. INSTALL HEAT TRACE TO COVER NEW & EXISTING PIPE. SEE ELECTRICAL PACKAGE FOR ADDITIONAL INFORMATION. 8. NOTIFY ENGINEER. 655 -5312, WHEN CONDENSER & MAKEUP WATER LINES ARE READY FOR REINSULATION. INSTALL LADDER & SAFETY RAILS ON NEW TOWER. SEE MANUFACTURER'S INSTRUCTIONS. 10. EVALUATE TOWER INSTALLATION. REPEAT PROCEDURE WITH SECOND TOWER. 0 Pe kl ire bi (a) ri0 0 IFI O 1) 11 KEY PLAN t � ri Auaieen 1 � COMPANY (WAS 109- 053 - 1000 -M219) r ECEIVED CITY R OF TUKWILA OCT `I 1995 PERMIT CENTER E WS I•B 84-5325 OtfsSNt*t • t•{INtt•• • •U I►.O*M DC ID LAST REVISION BYMBOL SHEET M —' DATE JOB NO 76 2430 -00D2. DWG NO 109-053-4100 8" 56 0" — 4' -O" - 16' -O " ' - 4' - 0` 16' - O" 1�.* » try 6'6" 12'- 0" 12' FUTURE 8 MIES 3iMt1Q•ILti I i I ± i I, 0 A NEAT - f -AC EATH><R-PRoQP ME-TAL. acgcrer A6oV6 17:0 In', C•Ir 2,, 'ta 5 V6 N w (2TYP.) — I' aI.0x 'F CONNECTION WITH UNION CAPPED �- 1 m t- 'II - DRAIN TYR. I � ' _ _ "2OWN'(NRU g"C5 I N6ULATEEY $ W1:4TNER SACKETEO Roo HA ('ROOF MET AL- A601/ E- ROOF (3 ` 111 3 "hUMP OVERTLOW CO NN TO 3 GRAIN TY V 1 ) I t RiE "MAKE WATER-, -ATEP, -I— NEG,T T Ac-1:p /5,1.1 r7 WEATI4e-rz. Ago M_TAL SAC I7 A6ovt'_ OO TYP. o> 2 TYf' O F 2 AkA I llig SYM rr clb--01L-15 REVISION BY APPROVED DATE SYM D REVISION F,FBLA(Y CooLINV r'wErc 14 762 1 I3RAVYINQ ISSUED TO D MACHINERY ROOM PARTIAL ROOF PLAN BY S(� DPN APPROVED 1/4 "= DATE lo- 9.90 961-/ F7 1 -- - I /`I / a7 ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 B®E //VG ❑ KENT, WA. 98031 FACILITIES DEPARTMENT ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 IN SEATTLE, WA. 98124 B 9 O ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT DAT DRAWN BY SRL CHECKED 17" ENGR. IV CHECKED APPROVED APPROVED C SUBTITLE Attention: I 1ar ism S6 r" k PO"' Company: Boeing Company FAX: From; Bruce W. Goldmann 73 Date: October 3, 1996 R(/( Re: Building 9 -53 Cooling Towers We are pleased to quote the following equipment: Two (2) BAC Model VTI- N209 -OM Cooling Towers as manufactured by Baltimore Aircoil Company, Inc.: Unit is constructed of G235 hot -dip galvanized steel. Capacity to cool 900 GPM of water from 95° F to 85 °F at 71°F wet bulb. Complete with (1) 30 HP, premium efficient, 460 volts, 3 phase, 60 hertz, TEFC type motor. The fan motor and drive is factory mounted and sized for 0" E.S.P. Standard accessories will include: large access doors, strainer screen and antivortex baffle. Optional accessories included are: ; • -One RHa,,, ' f mdt • Balti -Bond Corrosion Protection System • 460 Volt, 3 phase pan heater • Electronic Water Level Controls • Ladder with 3' extension, railings and cage • Premium efficient 30 HP TEFC fan motor Each unit will ship m 2 pieces, the heaviest weighing approximately 3300 lbs. Total shipping weight will be approximately 5350 lbs. The ovemll dimensions of the unit will be approximately R' W x 12'L x 12' high. \ P c u�l 31 199 VISIO CITY OVTUKWILA 19nc. PERMIT CENTER FACSIMILE TRANSMISSION G. J. CAMPBELL & ASSOCIATES MANUFACTURERS REPRESENTATWES 11613 Rainier Avenue South, Seattle, WA 98178 PHONE (206) 772 -1111 • FAX (206) 772 -1076 FIAGNINERY_ROOM PARTIAL ROOF ' ,PIPING b -lo•$ia IGnE MECHAN I CAL MAST E.R I es, M 8 —•4 ...DC. 9 - COL. A.4- C /2 -1 /1 ,r2:3 Number of pages: 2 I ` PAN ASSEMBLY IS HEAVIEST SECTION AT 3300 POUNDS, RECONNECT 8" CONDENSATE SUPPLY & RETURN. INSTALL 3" OVER FLOW W/ AIR BREAK AT DRAIN CONNECTION. INSTALL NEW SOLENOID VALVE IN MAKE -UP WATER WITH MANUAL BY -PASS. RECONNECT DRAIN. SEE DRAWING SK 75B 960927 M1 & SK 75B 961003 M2 6. WITH MAINTENANCE'S ASSISTANCE, PASSIVATE TOWER PER NALCO INSTRUCTIONS & BRING TOWER BACK ON LINE. EVALUATE TIMETABLE FOR NEXT TOWER REPLACEMENT. 7� WORK W/ MAINTENANCE & ELECTRICAL TO CONNECT ELECTRONIC MAKE -UP WATER LEVEL CONTROL & PAN HEATER CUT-OUT PER MANUFACTURERS INSTRUCTIONS. INSTALL HEAT TRACE TO COVER NEW & EXISTING PIPE. SEE ELECTRICAL PACKAGE FOR ADDITIONAL INFORMATION. 8. NOTIFY ENGINEER. 655 -5312, WHEN CONDENSER & MAKEUP WATER LINES ARE READY FOR REINSULATION. INSTALL LADDER & SAFETY RAILS ON NEW TOWER. SEE MANUFACTURER'S INSTRUCTIONS. 10. EVALUATE TOWER INSTALLATION. REPEAT PROCEDURE WITH SECOND TOWER. 0 Pe kl ire bi (a) ri0 0 IFI O 1) 11 KEY PLAN t � ri Auaieen 1 � COMPANY (WAS 109- 053 - 1000 -M219) r ECEIVED CITY R OF TUKWILA OCT `I 1995 PERMIT CENTER E WS I•B 84-5325 OtfsSNt*t • t•{INtt•• • •U I►.O*M DC ID LAST REVISION BYMBOL SHEET M —' DATE JOB NO 76 2430 -00D2. DWG NO 109-053-4100 Do 6000 .076 RE V. 7 /P3 i SEAM L-ocK NUT LQC-K, NUT rn COIJ PENSATE P PING SUPPORT M- 29 REVISION DETAIL NTS M- I2 "GOI.ICRI; - r 5A5E r3AyKaT hTRAIUETL TYP (E; laRINN L 516.265 SI PF_ I. - � AM CLAMP w/uooK ROD IZINNELL PIG.26,0 A DJUSTA&LF GLEVI4 PI PE INyLLAT101J C/KINNELL• FI61 ,ICS 7 ROTE41 - ION SAvDL� Ca(CINNEL FICA 14,7 1NSUL4TION PP SNIEL -P DE ?PROVED GRINNELL FIG. al, FIG. 2G5 AND FIG 266 BEAM. CLAMPS SHALL BE USED FOP, ALL DUCTWORK ,UPPORY AIR RECI%IVER 91PE / >UPPOR - r SEE rY? DETAIL, EMERGENCY AIR CoMPRE55OR DATE SVM E �t 5--• AM 6HIL-LF_12 WATER PIPING SUPPORT DETAIL i NTS m--216m- NTS 0 ET I BLDL•AIP- 10 "CNwS �UTTERyLY VA. TY Alk� LYE 5 P SECTION n I /4 "= I' -O" M -2I6N - 220 REVISION P)EPLl C , cooL4No Towt .1$2 762430 ADDED EMERGENCY AIR COMPRESSOR REC ORD DRAWING ISSUED TO OWNER C7RINNEI L- FIG 267G / N GA1J•VGL GLAtAP W/1-look ooK ,,^ (GRINNELL GIG 175 RO Lr K CHAIR` 1LP 1. 1=111* P �STAND6Y) Aug M-22 I 10 "CHWS 1 HERMOMy'ER TYPICAL vx ID'IZEDUCER ICW N R 10x —AS - I aft 411111, 411111Mh 1 2' IV I ET -2 1 2 COKCP ETE CL t\w El a /4 • PI.A STE.S L ( x 3 so.uA ) eou D DETAIL NO SCALE N 3 Nw5 3 'Nw2 GHWG -2 GRINNELL FIG.BI C- CLAMP WITH RETAINING CLIP 5.LSoW yUGtION 517E P of PUM I /4 PLATE • - reE L %J LQE0 2' -o" 6UGTION LgO W S UPP'oKT 20 &AS REGU 4 AUCMOR BOLTS q -TYP. AtTIZEZAVig FACILITIES DEPARTMENT DETAIL n N0 SCALE M -216LM -220 (0 RECEIVER TANK - BEAM L 2 /z X 2' /z Tl GUARD STACK EMERGENCY AIR VIDRATION COMPRESSOR — MOUNT MOUNT ON FLOOR AS PER 5HT M-I QUINCY MODEL# DZICD /z HP �/a =crAn IDOrI. DETAIL M I SCALE CONSTRUCTION NOTES DISCONNECT ALL PIPE FROM TOWER & REMOVE TO BELOW STRUCTURAL SUPPORTS REMOVE TOWER. 2 SEE STRUCTURAL DRAWINGS FOR REQUIRED MODIFICATIONS TO TOWER SUPPORT FRAME PLACE NEW TOWER ON MODIFIED SUPPORTS RECONNECT 0" CONDENSATE SUPPLY & RETURN. INSTALL 1' DRAIN AT SUPPLY INLET TO TOWER 5> INSTALL SOLENOID VALVE IN MAKE -LIP W 1 .TF ` WITH MANUAL BYPASS SEE DRAWING SK 75B 9' INSTALL 3 OVER FLOW W/ AIR BREAK AT DRAIN CONNECTION. SEE DRAWING SK75B9610CS M2. NOTIFY ENGINEER WHEN CONDENSER & MAKEUP WATER LINES ARE READY FOR RE- INSULATION INSTALL LADDER & SAFETY RAILS ON NEW TOWER. SEE DRAWING 109 - 053 -4 M2 FOR COMPLETE INSTRUCTIONS. p AUBURN, WA. 98002 El EVERETT, WA. 98201 ID KENT, WA. 98031 n PORTLAND, OR. • 97220 0 RENTON, WA. 98055 • SEATTLE, WA. 98124 ID "CNN/ R Jo I "Icw 4-"CRt MOTOR CONTROL CeNTE(L f 42RMoM2TEIZ TYPICAL MA Ke WATEE. - TANK rt GO 2 "HwF MWK ACCEPTA@IUTV 7NI5 DESIGN ARDOR SPECIE/CATION IS APPROVED APPROVED DV DEPT. DATE EK PAN510N TANK >JLOgR D RAIN $ ECt ION SECTION __CA I/4 I' 0" M= 211N-220 "'W.BTSRVL 1�I'ATAg CHECKED ✓7 N 016. ENGR. CHECKED APPROVED APPROVED 10 PEGOUPL•EK 3Y PA55 20 Roo F RECEIV CITY OF TUK WILA PERMIT CENTER SUBTITLE MACHINERY ROOM SAFETY RAIL 8 "C5 8G2 T3UTTE:IZLY VALVt- - TYfr - NON-4LA A GNECK VALVE, EYPICAL- 12 "CONCRETE BASM TYP. SECTIONS AND DETAILS MECHANICAL MASTER OLOO. 9 -53, (WAS 109- 053 - 1000 -M220) I 3 THE AUSTIN 1 COMPANY bleIoNCA♦ • [N I S S • sumo *** DC 1 LAST REVISION SHEET M -4 SVMDOL DATE JOB NO 76243 G NO 109- 053 -4030 OE