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HomeMy WebLinkAboutPermit M97-0194 - BOEING #21-03City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M97 -0194 Type: B -MECH Category: NRES Address: 3417 S 120 PL Location: Parcel #: 102304 -9069 Contractor License No: TENANT BOEING #21 -03 3417 S 120 PL, TUKWILA WA 98168 OWNER THE BOEING COMPANY PO BOX 3707 M/S 1F -09, SEATTLE WA CONTACT GARY TALLER Phone: 206 544 -2975 PO BOX 3707 M/S 46 -87, SEATTLE WA ;981 24, ***************************.***************** * * * * * * * * * * * * * * * * * * * * * * *** * * * * ** Permit Description: INSTALLATION OF TWO 3,000 CFM AIR °CONDITIONING..' UNITS. UMC Edition: 1994 Pe`rmmt C Authorized Signature Date 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 this bui ding pe�,,i" �f Signature:___ Valuation: Total Permit Fee: ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Print Name: Date: 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'o.f.180,days from the last inspection. Title: Status: ISSUED Issued: 01/26/1998 Expires: 07/25/1998 (206) 431 -3670 57,000.00 27.50 Project t'inrne /I ottnnl: BOEING INFORM/IC10N SPACE & DEFENSE SYSII :MS Value of GonsIlurlion: " Z4°d Site Address: 3417 S 1 ,20 °l-- p� Lil Slain/71p: 1 ax Pawn! I Number 06 Properly Omni: Mr HOEING C(►MVANY Shoot nrlrlrngs: City Slate /Zip: i'Imnn: , IUfi '��/I - 2975 Pax 11: 206 5 - 2.854 Cooled i'oison: Gary - la ller !'!p 206 5r1r1 15 Street Atld►ess: P.O. I10X 3107 M/S /I647 Seat:i:le, WA City Stale /Zip: 91112 ?707 Pax 11: ?.06- 5 Gt 1tnrlor• 0 C..ti. - Slinot Addlna Ph ono: City Stain/71p: Fax 11: Mchilect: - Shoot - Arai ess: Phone: City Stnlo /7_Ip: Fax 11: 1.IIt1111net: (aCpA55 rnv�Cj City Nato/Zip: s< o _G%J 'f8/°/ i'bolle:� °J - 67� 1 - 26 4 / Sttool nt r test,: .A � Ift ij L I �-uc, St∎ 1 • i - C seta Pax 11: 266- 4.2 t/ g�.6 : 1 -;:M1$6IItLANE180b.lig 1Ml:' l i/th.W AlliiiMillildVA 0'11 illg ; igi a : f )Li ii Wit' 6 $i LIdANi) C)esclipllon of wetk to be dot n: C "1-.5 � .&.v6 C FM 4t44 Will (here bo slot ago of flnnunnble /conlbusithln Ilnzrudous IIminllnl In 1110 building? Cl yes no Attach list of nrn(ellals and stornyo location on sopnrato 16 1/2 X 11 papal Indicntinr, quantities & Milano! Safety Vain Shoots r ❑-7 Above Ground tanks ❑ M1lonnns /Snlnllilo Dishes _ ilulkhenrl /Docks ❑ Ccemnorcial Iloroof I_._ -r Demolition ❑ Ponce ❑ Mochanicnl ❑ Mnrnllnclutod I lousing•fiopincornmll only CI Parkintl Lots L_i ilelnining Wails 11 i•empornry P0dosbinn i ioleciiori /Exil Sysb0111s ❑ i elnporauy Facilities ❑ - free Culihly Chat l /Sti 1ping ❑ Blood Connol Zinn ❑ Landscape Inlgollon El Sloan f)roning° El Wale! Motor /Exempt 11 ❑ Water Motor /Pemmanoul II Wolof Motet folnp II_ El Miscellaneous . MoN,1:1;1t..Y,, 8E13Vl.061.1i1 l4ING8;.1;C1 j, , , �;�, ; f x, ? �;1, i r , , ; ;;a fl (��i i�ll l 51+ l i• Nnmo: Address: WA 1: tJIMCr -tV! t� ll %!1t1,UNU�b1LL/NGi,..l:;: ; 1� a Y,; Name: Add,nss: !)ern nppllcnllrm:opt i 1r • C) Water Mlc;rl'MT.I 1(8 : 7/11/9i; CITY OF ' II(WILA Permit Center r.amO Soufhcentor lirnrinun►rl, Snitn 1O0 1 r do 11 ill, i'V11 911186 (20G) 431.,'1870 ,tot, I 77 -oo Onln nlrpilcr 11(10 n. diorl C BTAPP Use 0 LY. r'rejec( Mintier: , l Ndlili.lnt•: ;;�, Miscellaneous Permit Application Application plicaflon rrnd plans 'mist be complete in order in be accepted for plan review. /ilrpllcntlons will nut he accepted tlrrnt gli the mall or facsimile. '`,;' i' I:`: Ir' trl: Ic/ 1Nr�C caUrlf` b11M15�t) UAN�ouS�r.. ubGleWc�r�KS .hcriMI,r��:,,;.�:.` ,,:; , El ❑ club cttt /Accesstsidnwnik 11 Ftt Loup /I tydtnnt (main to vault)I? Sizn(s): I_1 Land Allnting: 0 Ctli..-___cuhic yncds C) Bill cnlbic yards 0 sq. ILyrnding /clonring ❑ Snnilery ;kin Sower II: — ❑ Sewol Mein Extension 0 Private 0 Public CI Shoot Uso El Water Main Fxlonsion 0 f'tivnlo 0 Public Shn(s): _._._.... C) 1.)odrict (7 Wake Only SIzo(n): 517.0(s): .- .... - - -- -- -•_ - -- Fr:l, quenlily: - --- -_ - -- 4101 Scllodrllo: Moving Ovornizod Load /I mauling CiIy /State /Z1p: 0 Sower 0 Motto 0 Standby i Phone: 1 city /Slam /71p: Value of Coualruetion - In oil case,, a value of consinlr:Ilon amount should bo onletorJ by mho applicant. This figura will bo Ieviowed and Is subject to possible revision by tlln ('nlnlll Cot1101 to comply with 011110111 lee ach0t11110s. Ex pit allot) of limn flovlow - Applicniluns fur which no pnllnil Is Issued within 180 days ((Mowing mho dale of application shall cxplle by limitation. 1110 building official tiny ex1011c1 Ih0 111110 for notion by the applicant for a petiod nor exceeding 11)0 clays upon wlillet) inquest by 1110 applicant as dolinnll In Section 11)7.4 of limo Uniform fluUding Coda (cunonl edition). No application shall ho oxlolldnd urine than mum. 1 /tpllll nllnrr :�� ° " ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED) Y ARCHrrECTIJiiAL DRAWINGS REQUU STAMP BY WASHINGTON I. y STRf.1CTURAI_ CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER Y CIVIL/SITE PLAN DRAWINGS REQUIRE $TAMP BY WASHINGTON LICENSED CIVIL ENGINEER (RE.) n Copy of Washington Slate Department of Labor and Industries Valid (:c License. If not available a t the time of application, a copy of this license will be rec,cllr'ecl before the perlthit is issued, unless the homeowner will be the builder OR submit Form ILA, "Affidavit in I._leu of Contractor Registration ". I 111!1 / ( n / 1 U G >' ((: ] }) , ' . . , -•ri., ":. 1 . ; :r• I,-„'; • tt „ 1,1 , tc4 r•;v� ! it/ v/llir, A(ftl r/;f .4 A !t i (/1( i ( llr I P 11 , 1! I a llh ' f tiff 1 ?l ( I �i l(: ,7.,.'� i it r U �1 I .. I . ]r r 1 tr ] t + l,. 1 ( : (�„ r I Id{ (�►.;. (Y {I E?1;� � ; . ,► I �1i ! �� t (• , s'i tr ct� r. ( rs�(I��sl � I by Ihc) 860, £)i WfisillfU((.41, a 1i('). ( I grI11 / /i0 (10 /I? tliir'flrf)t /iG(.'.il-ty(, r' Il ;(If1 {i� (tlA :t((Sl /I(fs1 � 1( P 1(lrit tlt ?Nltf flfhif `N/ls! • obtain Ito l)(Ilff)lt ?41ll1W rO(1( 1114)(1 N• Wt(f'n(1(Iis.mbilllllrlf l,r +'; ; ":1 r," f,, . l �' I I /EITE11Y CEi1TIFY TIIAT I iIAVE ITA!) fl ND EXAMINE!) MIS APPLICATION AND KNOW 771E SAME To LIE TI1111: NNOE17 PENALTY OF 1'EI7.nm) ay )7IE LAWS OF 771E STATE: OF ►'VASiI!N1i7ON, AND I AM A 1IT11O17!ZEI) To APPLY FOIl TIIIS PERMI r, l3UILDINC OWNEn [.i/,7 ALIT I16 iI1Jl1i,lllltf: Pant multi,: A,hliuss; ivll )( )(: 7/1 I /Jb I'.0. BOX 3/0/ M/S 461 / Al l PPS. CA IONS MUST RE ITTED r ' THE FOLLOWING: ICENSi=i) r1 ihunu; !144 -- 2!17!1 !]44- 213!14 - .__..- _.. itip:sea 854 -- c:lly /SIkIIa %IIp:Seiht.1 c, WA 98124 2207 �''' '.SUHMI`� � r 1 . SI I . •i T r►�sIY ri c�(,1l;'i'€t f( ?! ►(pct(? r.1+ W, lllcll fj}f(.Qf�CISi�l z i �,t. APPLICATION AND REQUIRED ,,�,. Y ' ti1 1" ( • 11 4/11!�{t4 ,,E((t ! ee s} ie?n � ( C ! s I1 ` f l.11 i. . ,) 1ti. 't4 4`i ,ti 11' '" : , .r ,[ , lei ( Il i !� CHEOKLISTR FOR 7�1 11 r,, , f ' - .lr9 ' Il�tll? �r c�t t'�� r ' rf (Igg rr,, t 1 rn I �k i.\ IR' kk f , ' 11 /,'). 4) I I, IT N .'+ 1( y , I: ��rl:laa.,,. ,!Y,i:•�.r,tl. '! i, PERIIIII1"REVIEW h .W ' . 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't, t i ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED) Y ARCHrrECTIJiiAL DRAWINGS REQUU STAMP BY WASHINGTON I. y STRf.1CTURAI_ CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER Y CIVIL/SITE PLAN DRAWINGS REQUIRE $TAMP BY WASHINGTON LICENSED CIVIL ENGINEER (RE.) n Copy of Washington Slate Department of Labor and Industries Valid (:c License. If not available a t the time of application, a copy of this license will be rec,cllr'ecl before the perlthit is issued, unless the homeowner will be the builder OR submit Form ILA, "Affidavit in I._leu of Contractor Registration ". I 111!1 / ( n / 1 U G >' ((: ] }) , ' . . , -•ri., ":. 1 . ; :r• I,-„'; • tt „ 1,1 , tc4 r•;v� ! it/ v/llir, A(ftl r/;f .4 A !t i (/1( i ( llr I P 11 , 1! I a llh ' f tiff 1 ?l ( I �i l(: ,7.,.'� i it r U �1 I .. I . ]r r 1 tr ] t + l,. 1 ( : (�„ r I Id{ (�►.;. (Y {I E?1;� � ; . ,► I �1i ! �� t (• , s'i tr ct� r. ( rs�(I��sl � I by Ihc) 860, £)i WfisillfU((.41, a 1i('). ( I grI11 / /i0 (10 /I? tliir'flrf)t /iG(.'.il-ty(, r' Il ;(If1 {i� (tlA :t((Sl /I(fs1 � 1( P 1(lrit tlt ?Nltf flfhif `N/ls! • obtain Ito l)(Ilff)lt ?41ll1W rO(1( 1114)(1 N• Wt(f'n(1(Iis.mbilllllrlf l,r +'; ; ":1 r," f,, . l �' I I /EITE11Y CEi1TIFY TIIAT I iIAVE ITA!) fl ND EXAMINE!) MIS APPLICATION AND KNOW 771E SAME To LIE TI1111: NNOE17 PENALTY OF 1'EI7.nm) ay )7IE LAWS OF 771E STATE: OF ►'VASiI!N1i7ON, AND I AM A 1IT11O17!ZEI) To APPLY FOIl TIIIS PERMI r, l3UILDINC OWNEn [.i/,7 ALIT I16 iI1Jl1i,lllltf: Pant multi,: A,hliuss; ivll )( )(: 7/1 I /Jb I'.0. BOX 3/0/ M/S 461 / Al l PPS. CA IONS MUST RE ITTED r ' THE FOLLOWING: ICENSi=i) r1 ihunu; !144 -- 2!17!1 !]44- 213!14 - .__..- _.. itip:sea 854 -- c:lly /SIkIIa %IIp:Seiht.1 c, WA 98124 2207 CITY OF TUKWILA Address: 3417 S 120 Permit No: M97-0I94 Suite: : Tenant: BOEING #21•03 Status: ISSUED, Type: 8-MECH ' Applied: 12/22/1997 Parcel 102304-9069 Issued: 01/26/1998 1C Permit Conditions: t4o changes will be made to the plans unless approved by the HArchitect or Engineer and,OW254. Al:rpermits,: inspectiOn plans shall:be sVallable;:at Tob,S'lte to the con- structiOn.. The document are to be maintained and avail,, able until firiallInspeCtfOn approval is. granted All constrlictjon to,,be done inCbriformance,With approved plans and 'retiliirementS:-of the Uniform Building.:Code'(199.4 Edition) as Code'(1994-Edition), and WaslyingtonState :Energy Code (1t94 Edition) 4, All str welding :hall be done by welderskand spetial'inspeCted (UBC2.-,Sec. 306(a)5). WhenSpecAay inspection ls reluired either the Owner,'' arch.lAtect..Or,eng,ineer-shall notify the Tukwila Building IDiviS1,On,,Aifsppointment of the inspection agenciespricir to theirs0),liAlding inSpeCtion, Copies ,Of all special inspection 'repbrts ..shall::besubmitted to the Building DiVi4lon in a t i m1y manner: RepOrtS shalt contain address, prjettnape,:permitnumberand type „of inspection being peri'fOrmed;,H • The',Opectal inspector 'shalLsubmft 4 report St4Ang whether the.work/requtringspeclal lnspection waS, to he bestof,the inspector noWledg6Hin conformance withS4 plans and specifications.,and'the applicable workMenshipOrovisions of the UBC, 7. 'ElectA.ca1 0e:rmi'ts shall be obtaliled ti)roUgh WashingtoW„, 5..tateGAitiSion of Labor and InduitrIes:ana all electrical work will be inspected by that agency 24876630), E. Air movIIig, systems supplying air in ex,COSS of 2000_.cfm to enclosedsRaces::_Wrthin''buildings shall be .eciuitn.)40:withan automatic shuto*f..„,. Automatic_shutoff._shall be accomplished ,by interrupting the power source of the air-moving equipm- ent upon detection of smokein supply-air :dUCt sery ed by such equiPMent. UMC 9, Validity of Permlt:::±The issuance of a permit or of plans, specificationsand,computatjons,shall.ThOt be con- strued to be a permit for;'. of, any violation Of any of the provisions of the bUnding code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. ACTIVITY NUMBER PROJECT NAME TMENT: U� DINGD ON CWO ? DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E COMMENTS TUES /T HURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED ROUTED BY STAFF I I (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL P� &AWL �o� PLAN REVIEW / ROUTI G SLIP L M97 -0194 NOT COMPLETE BOEING BUILDING #21 -03 FIRE PREVENTION El 4( 0 DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS I I REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED 0 APPROVED W/ CONDITIONS p REVIEWERS INITIAL C:ROUTE -F DATE as ,444 DATE 12 -22 -97 PLANNING DIVISION a Q` '9 11 PERMIT , COOR DUE DATE 12 -23 -97 NOT APPLICABLE 0 4 DUE DATE 1 -6 -98 NOT APPROVED (attach comments) 0 r DUE DATE NOT APPROVED (attach comments) 0 (Certificadon of occupancy required. kk:k * *k *k* **A *A*A *4 *** * ****A -1, *A1 t A•: ;l.A*ItA ** *A *AkA• 1TY OF 1 WA Ilk: � T6'.AN:iM]1 NkA k *t *Ak *A *i. * *A h.A k� TRANSMIT Number: 89700705 :Amount: 27.50 01 /26/9E3 . 1 . 5 :21 Payment. Method: CASH Notation: GARY TALLER Init„ KJP Permit Not M97-0/94 Type: 13••MECH MECHANICAL PERMIT Parcel Na:. 102304 -9069 Site 'Address: 3417 5 120 PL Total Fees: 27.50 This Payment 27. 5O Total ALL Pmts: 27.50 Balance: .00 A*•A * * **A4A• l ' A*•*** A. A*0*'** iA**•' k*• A *•A*A * *' *• *+1•A *Ai *4 * * *A ),A*A ** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 5.20 000/322.100 MECHANICAL NONRES 22.00 8071 01/26 9717 TOTAL 27: %0. . 2.vISa: %iln`. %iXYA*t Q:ir4 kititiX+ :iA8 itawreosw: DOE /Alig May 19, 1998 Kelcie J. Peterson City of Tukwila 6300 Southcenter Blvd. Tukwila, WA. 98188 Dear Ms. Peterson: Sincerely, Information, Space & Defense Sy P.O. Box 3999 Seattle, WA 98124 -2499 Subject: Cancellation of Permit No. M97 -0194 REeetv LA Or or ruK*1 pow' R Boeing Information, Space & Defense Systems has determined that Permit Number M97 -0194 will not be required at this time. We apologize for any inconvenience this may have caused your department. Any refund on this permit is being declined at this time. If you have any questions, please contact me at the phone number below. Gary Taller Permit Administration Boeing Information, Space & Defense Systems PO Box 3707 M/S 46 -87 Seattle, WA. 98124 -2207 (206) 544 -2975 . r.;'. _:A A are Fire Department Review Control #M97 -0194 Dear Sir: TAT„ W^ m' Y: erkrr� r= 1t> nw: avner++ a.+.. v. n.« rw«.. rw,. ......e.ua.n+ ...m..r..r..wanes!s City of Tukwila � s Fire Department December 26, 1997 Re: Boeing Company Building #21 -03 - 3417 South 120th Place The attached set of mechanical plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 .Yours truly, cc: TFD file ncd City of Tukwila Fire Department The Tukwila Fire Prevention Bureau John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Panic East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 RSP /EQE 1411 Fourth Avenue, Suite 500 Seattle Washington 98101 Phone: 206.624.8687 Fax: 206.624.8268 STRUCTURAL CALCULATIONS FOR: Boeing Developmental Center Office Area 21 -03.2 Mezzanine Rooftop HVAC Units Support Prepared for: James Repass, Architect Job No: DCA -9 -97039 Date: December 22, 1997 RECEIVE° CITY OF TUKWILA DEC 221997 PERMIT CENTER M411 0194 EXPIRES 10/4 fie client L U t.i 1 = 1 0 0 0 ''t 2 u L 3 T) L-1- p 2s Fs F Cs tpt, Lprj'E -Q P t— L i M EC H 0 t- 1P. I C ? CO, 3 Y.A..2- 1 Via# L0 Airs' II vJ ft4 E-41 D> -e.Lt c ' L * / ▪ \7,4 S ▪ 380 ° A)NitT Ca-4- kUu. ( t_ 4 /S D t e ELI%) 1 4 (000 • c0' Z L° L ol_ to o * / � L 3o t-';'. An EQE International Company 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.8687, Fax 206.624.8268 6n.4 h PC-C. 121 Ct 7 ,5 %L':'er" project date rsp no. ► design shee check SYtJi.:Y.tRt' i.Sh.�R \i:ra.. Co \ur•'11 -AS • N /LS )C (...0 ?al. -IT-02-m &m; dal FA = ,iBE1 Lo t BM 1:76 C.5Y1ti.t33, = P L 1 GA t) 12o& ( Co , - lse►vc�ti�c I✓CR 300 = 9 Lf : gl (2.)A c - 1 PL =(I 200 /L) 21,.1/ ,coo - � r Di_ y r o b * /1<Lo = 3q, 2 P (Vs- t4noo(,1l,>f - 1y31 .QL{r5/ 4 I, sts * (tc i' ) l3 = a oel ;' 46(2tioxaXZ )o) -- 4 /ca(Bs) LO) CA -N111 LEN! G. Q. Co' F 1)(5.-D Z . t to Ay ,... 'boo 0 , cD 4 ) 1 Co - 7 0, c r L - w �(l, s. t_ a I J 3 v 0 F ' 1 ` Olc p= 1200 *V2 = (.,06= .,00 ' -ca= c.000.L/ 3 I ' 1 = cbch /5= is bC,02.) /3,2,I = 2.le 5 (It) / SI = 20 j F e . C Dne l 19/ + Z` %(.t.(3s.) 0 L I vK- � e4 - ?L /. �£1 _ 3 0 on oa;)1 f3� IA00-x ,-23) 0 ,b1 3 �ti1 f 1 00 An EQE International Company 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.8687, Fax 206.624.8268 K"- project date rsp no. design sheet client check EQE Co li U r 1 . Cl' c.k c of t - led - 1 \ T= G= 100o�� = Isvo j How _ 1 14 110a1-I- 11 3 /4 lS ^' . 1 23 -1 + 1- Q avb Le 51%.Q a.p- I h LI " s eavl 31 4'' 4 60 lt 5 4L. — 'y'1 -, - C.1.'eck bcG.rt 5 n P1 0.t.e. ∎0(e tclo1.1 - Kk d �.pr�ct h 1 = 3( 0 ,C M3Y. 2" wc.t,st) 5, U1`. L o rs. D' ~ 5ot - ( ■i) 1, 5 1 ' / ` Q,st -4- RcT = (Loo Dati+' " project jr An EQE International Company 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.8687, Fax 206.624.8268 17-(a - 7 1 5'0E-23 date rsp no. design sheet client check client C P\sE 1 E /v.) Lao C.atise 2ti H IS L t'L 4 Wt" = (1 25psF 2�,.ui i P4‘ ` r'1 � (ya+ . tv;• Cin cc.k g1,, Ut,w1 c Z sNots..) 'h 10 k tSly 'Z p, M ;RA_ M 6.3 k -ter 2_5,3 - r- r ,j, f'Me -h _ 500" r TI sets . 300 (3 ��' ! ,L_ 22' cb_ . f�'1 � : L 3 (12 0 )/ = 4 0 L K3�t 1 Fb = 170e, CZ / /zZ; 1v /3q 1 ` s /c0,75.) L. r154 P V 22' ) 3/4 x 3 4 4 4 ' ft t1 FV L / 232• c ( tn s 1 3 35 �h fk:d tL(oO P 12 Qo e5; F.1 1 r S :; /9 I i00 ?5 = 10 415 i An EQE International Company 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.8687, Pax 206.624.8268 ' ) ((-r ►--1 G r t l f \ 2 ? 1 sD g23 project date design check rsp no., C.11 LC.Ic. �- �, t✓ a , Fo 2 + 1... RS P maw Waft r S t 2SV LL) 2( c . 67-7 ML 10U pe r ?t.ku_k: C221 + (DS = 111eq' J CIL x 34 s 232,ci .n 5 >_ = 13'J� t �►3 1,3 to c.)► y project diem 4 F 120 I Fri r:C.H 21: 12. TS 4 x- Lb( 3 /14 tr oy-1.-1 2 D S L !nc.c.Y- SAS 5t S r—i/s ms / Sack , F - 200F,C 2 1� /1 C t �3`I 1 TJ �b L F LS' A' (T Z L\ loS ?S date design check r I r a_ssav 1o x 3'-1 t /2. 2`{ r V 1� l I-6U KS t An EQE International Company 1411 4th Avenue Building, Suite 500 Seattle, Washington 98101 Phone 206.624.8687, Fax 206.624.8268 rsp no. sheet S FROM :HOEING TAX i nu gummy %.uwuquuy Fax Leader To :Mansion I Cornpany � 1 location Fax No. "" � I / � ,j Telapiron�� No. Comments COMPE MUM 01/20/98 09 42. Department of Labor & Industries Contractor Registration Section PO Sox 44450 Olympia WA 985044450 206 GEE 4682 ' Flo. el Pages . Orlglnal 1 Dispo lIIuo: TEMPORARY 19Q, Q. 01 -22 ••.•- ( Mays Date 14:07 i Tclaphona No. REGISTRATION VERIFICATION (360) 902.5226 FAX (360) 902 -5226 r DAVID WR ,(„ I �," O ympia Nead s " M "�" "ww.. ". l.... "..Ilr.l" .. +"........m...."....... w......w...l...." , 1 ` '�e""L' le:.�ne�no BOEING COMPANY THE N .II.BOEIN c�.i� r..... �w...•-...".w.......n ,". 11" s .. . .. .r......,"......,11"."".... ." "tie oait beiicawan exp iel: " \......._ BLUC�224 , •• 1 -1 -99 1 Contractor: 'Your o: ur Cerdllcate of Registration will be sent from the Olympia office and should, be received within 2 to 3 weeks. Please keep this record until you receive your Certificate of Registration, ,., aro . Tank you ?625. 036-000 »zirwbn Ilaaticad n 2-95 #784 P.01/01 ■ Orpn. Na, I MailstOP 1 I N I --... UIdp. No f Destroy 0 Return ❑ Call for pickup ~~, ....... e, --. w N0.654 Pa RECEIVED CITY OF TUKWILA JAN 2 6 1998 PERMIT CENTER REDRAWN 24 "x12' S &R UP THRU ROOF ON ROOF ON ROOF 0.- M04,.. 20,000 CFM © 2" S.P., 20 HP 480 -30 NATURAL GAS DIRECT FIRED 60T RISE ' DCA -9 =97039 RICE -0 TYPIEAE 16 "x36" UP TO ACU `1 100 40"x12" UP TO ACU -1 12 "0 TERM LINED I ABOVE 10'x10" ■,FILING X 120 100 100 09.16.97 12 120 40 "x12" UP TO ACU -2 36 "x16" UP TO ACU -2 10 'TYPICAL TO ACU -1 I 20 "x16" C-� 36 "x16" SCREENED OPENING 36"x16" SCREENED OPENING 100 140 1 1 -�- VD • L . ON ROOF O3A 20,0100 CFM ID 2" SP 1 15 HP 480V 30 MOTOR m 4 56 "x48" UP TO LO2A ON ROOF 140 SECOND FLOOR PLAN' SCALE 1/8" -0" 140 20 "x10" DRUM DIFFUSERS 945 CFM (TYP 10) 36"x24" HAG TYPE "H" 3400 CFM (TYP 6) --�: ". V + VD 140 m ID LO2A ON ROOF 160 Paanit No FILE COPY 660 CFM (TYP 6) I unC :.stand that the Plan Chen.% to errors and omissions and p l c . . does not authod s the violation of any af_pted code Of Oil SIOliilt of contractors copy of eppmnad ' e B CITY OF TLIDWILA APPROVED JAN 2 3 ITS h, NU €c i�tL DDU1LDING DIVI'D 60 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY .DEPT. DATE 18 "x6" DRUM DIFFUSERS 630 UM (TYP 12) 140., 140 DRAWN CHECKED ANIIINtkA C HECKED APPROVED PROVED, 120 SUBTITLE TITLE 120 MECHANICAL MASTER -r- HVAC PLAN I SEPARATE PERMIT 1 REQUIRED FOR: n ..q. gc,nArviCAL LJ. ELECTRICAL ❑ PLUMBING ❑ GAS PIPING CITY OF TUKWILA BUILDING DIVISION K A,CELLE BUILDING 21 -O3.2 COL. H -N/ i -4.5 D man•oigy LEGEND: AHD t PlZI CURRENT REVISIO SHEET SUPPLY AIR DUCT, SQUARE DR RECTANGULAR ELBOW FACING TOWARDS SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING AWAY EXHAUST, RETURN OR SUPPLY AIR DUCT ROUND, ELBOW FACING TOWARDS EXHAUST, RETURN OR SUPPLY AIR DUCT ROUND, ELBOW FACING AWAY EXHAUST AIR OR RETURN AIR DUCT, SQUARE OR RECTANGULAR, ELBOW FACING TOWARDS EXHAUST AIR OR RETURN AIR DUCT, SOUARE OR RECTANGULAR, ELBOW FACING AWAY FLEXIBLE DUCT THERMOSTAT, WALL CEILING DIFFUSER CEILING RETURN GRILLE VOLUME DAMPER GENERAL NOTES: TEMPMASTER MODEL MSR -C BY -PASS VAV BOX, 600 CFM MAX., 240 CFM MIN., 10 "0 INLET, 10 "x12" OUTLET, ACOUSTICAL ATTENUATION �TITUS'MODEL TMSA CEILING DIFFUSER, 10" NOMINAL NECK SIZE, 300 CFM EACH, MAX, NC. I2, FRAME TYPE 3 C3 T TITUS MODEL TMSA CEILING DIFFUSER 10" NOMINAL NECK SIZE, 240 CFM EACH, MAX. NC = =I2 FRAME TYPE 3 TITUS MODEL 50R, STEEL BORDER, I /2 "x1 /2 "xI /2" ALUMINUM CORE. 1. DUCTWORK GENERAL: NONCOMBUSTIBLE OR CONFORMING TO REQUIREMENTS FOR CLASS 1 AIR DUCT MATERIALS, OR UL 181. 2. STEEL DUCTS: ASTM A 525 GALVANIZED STEEL SHEET, LOCKFORMING QUALITY HAVING ZINC COATING OF 1.25 OZ. PER SQ, FT. FOR EACH SIDE IN CONFORMANCE WITH ASTM A 90. 3. SEALANT: NONHARDENING WATER- RESISTANT FIRE- RESISTIVE, COMPATIBLE WITH MATING MATERIALS; LIQUID USED ALONE OR WITH TAPE, OR HEAVY MASTIC. 4. HANGER ROD: STEEL, GALVANIZED; THREADED BOTH ENDS, THREADED ONE END, OR CONTINUOUSLY THREADED 5. FABRICATE AND SUPPORT DUCTWORK IN ACCORDANCE WITH SMACNA LOW PRESSURE DUCT CONSTRUCTION STANDARDS. PROVIDE DUCT MATERIAL, GAUGES, REINFORCING, AND SEALING FOR OPERATING PRESSURES UP TO 2 INCHES W.G. 6. SEISMIC BRACING: PROVIDE LATERAL SUPPORT TO INHIBIT HORIZONTAL MOTION AND SWAY OF DUCTWORK. COMPLY WITH SMACNA SEISMIC RESTRAINT MANUAL, SEISMIC HAZARD LEVEL B. 7. NEW DUCTWORK SHALL BE COVERED WITH INSULATION HAVING THE FOLLOWING "R" VALUES: A. AIR DUCTS WITHIN CONDITIONED SPACE WITH HVAC FQIU,PM r SUPPLY AIR TEMPERATURE LESS THAN 55 DECREES F OR GREATER THAN 105 DEGREES F USE R -3.3. 8. THE CONTRACTOR, AS PART OF THIS CONTRACT, SHALL OBTAIN THE SERVICES OF A QUALIFIED AIR BALANCE TESTING AGENCY. MINIMUM QUALIFICATIONS FOR ACCEPTANCE SHALL BE THE GENERAL MEMBERSHIP STANDARDS OF THE ASSOCIATED AIR BALANCE COUNCIL (AABC) OR THE NATIONAL ENVIRONMENTAL AIR BALANCING BUREAU (NEBB). PROCEDURES, IN GENERAL, WILL BE IN ACCORDANCE WITH THE AABC "NATIONAL STANDARDS FOR FIELD MEASUREMENTS AND INSTRUMENTATION - TOTAL SYSTEM RALANCE," VOLUME ONE No. 81266. CONSTRUCTION NOTES: 1> SMOKE DETECTOR, REF. ELECTRICAL DWG. 2E112. 2M16 I 2M14 2M17 2MI5 KEY PLAN 4 4 ,,, SCALE: NONE SYMBOL 2M12 JOB NO. DCA -9 -97039 CORP.PARK DWG No. 21- 03 -2M12 DATE LA COOP O&M!, C. °IT ER SYM — REDRAWN HVAC SYSTEM, . ACU -1,. ACU -2:.. - - - A. GENERAL: SYSTEM ',PROVIDES. HEATING, COOLING, VENTILATION.. AND SPACE PRESSURIZATION: B. SYSTEM START /STOP: 1. '.. PROGRAMMED SCHEDUUNG: AIR CONDITIONING COIL UNITS ARE OPTIMALLY STARTED AND STOPPED BASED UPON TIME CLOCK ' PROGRAMMED OCCUPIED AND UNOCCUPIED TIMES, WITH WEEKDAY, WEEKEND AND HOLIDAY SCHEDULES. 2. r WHEN SHUT —DOWN OF LAIR CONDITIONING :UNITS OCCUR, THE OUTDOOR AIR DAMPERS AND AIR VALVES SHALL BE IN THE CLOSED POSITION. MINIMUM OUTDOOR AIR: OUTSIDE AIR FLOW IS MAINTAINED AT A CONSTANT VALUE BY OPERATION OF - .A MINIMUM POSITION SWITCH (ADJUSTABLE)!:_ THE BUILDING EMCS SHALL CONTROL THE HEATING AND COOLING COILS AND FANS TO MAINTAIN THE ROOM TEMPERATURE SETPOINT AT 72 DEGREES F DURING OCCUPIED AND WARM—UP MODE AND 55 DEGREES. F (HEATING), 90 DEGREES F'(COOLING) DURING UNOCCUPIED MODE DETECTORS PROVIDED BY ELECTRICAL HUT DOWN AIR CONDITIONING UNITS IF SMOKE IS DETECTED. VAV TERMINAL' UNIT, (ACU -2 ONLY): 1. ON. CALL FOR COOLING FROM TEMPERATURE TRANSMITTER IN CONFERENCE ROOM, DDC CONTROLLER MODULATES AIR ',VALVE OPEN TO MAXIMUM DESIGN CFM TO MAINTAIN COOLING SETPOINT. ON DROP IN CONFERENCE ROOM SPACE TEMPERATURE, AIR VALVE MODULATES TO MINIMUM. DESIGN CFM. ALL. TEMPERATURE CONTROLS SHALL BE BARBER /COLMAN. POINT OF CONNECTION TO. EXISTING_ CMCS IS APPROX. 100 LF. RICE APPROVED AIR ECONOMIZERS SHALL'. BE CAPABLE'. OF PROVIDING PARTIAL COOLING EVEN WHEN ADDITIONAL MECHANICAL COOLING IS REQUIRED TO MEET THE REMAINDER OF THE COOLING LOAD. CONTROLS SHALL, NOT. PRECLUDE THE ECONOMIZER FROM OPERATION WHEN MECHANICAL COOLING IS REQUIRED. AIR ECONOMIZERS SHALL BE CONTROLLED BY A SYSTEM CAPABLE OF DETERMINING IF OUTSIDE AIR CAN MEET ALL OR PART OF ALL THE RESPECTIVE SYSTEM :COOLING. LOAD. - .. 09;16.97 EXH. FAN CONTROL SIGNAL FROM ? BUILDING CMCS BY CONTROLS CONTRACTOR DIAGRAM ACU - NOT TO SCALE RELIEF AIR J EXH. FAN CONTROL SIGNAL FROM A BUILDING CMCS BY CONTROLS CONTRACTOR FIELD INSTALLED CIRCUIT BOARD FIELD INSTALLED CIRCUIT BOARD AIRFLOW AND ''CONTROL! DIAGRAM ACU -'2 NOT TO SCALE GAS . HTR. OFFICE AREA OFFICE AREA 2M12 M310 2M12 CONF. RM. M310, `4./ TEMPERATURE TRANSMITTER CR CURRENT RELAY SD SMOKE DETECTOR • ACCEPTABILITY DRAWN '. THIS DESIGN AND CHECKED SPECIFICATION ..IS RO OR E EPT. DATE CHECK „ APPROVED.. BY APPROVED APPROVED DA SUBTITLE - -�' TITLE CONTROL DIAGRAMS BUILDING 21-03.R MECHANICAL. MASTER. CURRENT REYISIOV SHEET SOL M310 CITY OF S)IoWI)A WASVA0V €D JAN 2 3 1008 AS f ^J't0 JOB N0: COMP NO DCA -9 -97039 CORP PARK ORG NS ' 21- 03— RFM310 PARTIAL ROOF PLAN SCALE: 1/16".1'-0"' N048 LO 4A • PLUMBING VENT UPPORT FRAME . CONNECT' , SEE , DETAIL • tRFM450' M I 3/4" • pjpE,s0poRT ' SEE DETAILIYPICAL R41450 1 M500 48/48 U 1P111112 PAINT BOOTH `DISCHARGE STACK PLUMBING VENTS 030/3 LEGEND: NATURAL GAS PIPE -co-- BALL VALVE e POINT OF CONNECTION GENERAL NOTES: ACU E> TRANE DOWNFLOW GAS ROOF UNIT MODEL YCD090D4LC 90 MBH TOTAL CAP., 70 MBH SENS, CAP., 3000 CFM, 1.25" ESP, 2 HP OVERSIZED FAN MOTOR, 120 MBH 2 STAGE HEAT INPUT, 97 MBH HEAT OUTPUT, 81% AFUE, 9.00 EER, DUAL COMPRESSOR, DOWNFLOW ECONOMIZER, POWER EXHAUST, CONVENTIONAL THERMOSTAT INTERFACE, 460V/3PH, 22.0 MCA I L'• 2" PLUMBING INTAKE HOOD ANCHOR 1 1/2" PLUMBING VENT NO3 BLUE-M OVEN VENT (2) 4000 crm EXH 100 18 GA GALV / RU3A 0 1 1/2" FLEX 7AT T. N RP2A 240 20 GA GALV DUCT \ ---2" PLUMBING VENT PACE #U-24F UTILITY FAN SET 3100 81.5" ESP EQUIP #EFRU1A ; 2" PLUMBING ( - HI GENERAL NOTES: woJA WAS WAS RU3A /TT\ WAS ;I was RU3A WAS tl 4"D WAS EF 2 AC WAS ( 18 CONSTRUCTION NOTES: C)TY OF TIIi■rk.'ilA ; APHOVE0 JAN 2 3 19T3 KEY PLAN s' SCALE; NONE 4 ,, T, :4' ,_,A. \ q 9 - 1 ;---, ,,,,,- REVISIC. ''EN g ' 'WT I SYM REVISION''. BY PROVED DATE '' ArAZEZAW ® 'ACCEPTABILITY .. THIS DESIGN A ,SPECIFIGATION ,IS APPROVED, SUBTITLE H VAC ROOF PLAN CURRENT . SION TN. ' :•,•: • • REQRAWN. . : . . ' KB 58 , :09,05.97 . NEET 1 RFM450 Egi OFFICE 21-03.2', •ME2Z. DCA-9--9703D" • , . RIOE '; , ' . ' 12.1:97 APPNOVED BY SEPT . DATE • TITLE , . , , , BUILDING 21-03. , . MECHAMCAL MASTER ' . COL:1 - U/1 - 8 CORP PARK , • • NTROVE0 40B NO. DCA-9-97039 COMP NO. P VED .,...„. DWG NO. 21 - 03 - RFM450 PARTIAL ROOF PLAN SCALE: 1/16".1'-0"' N048 LO 4A • PLUMBING VENT UPPORT FRAME . CONNECT' , SEE , DETAIL • tRFM450' M I 3/4" • pjpE,s0poRT ' SEE DETAILIYPICAL R41450 1 M500 48/48 U 1P111112 PAINT BOOTH `DISCHARGE STACK PLUMBING VENTS 030/3 LEGEND: NATURAL GAS PIPE -co-- BALL VALVE e POINT OF CONNECTION GENERAL NOTES: ACU E> TRANE DOWNFLOW GAS ROOF UNIT MODEL YCD090D4LC 90 MBH TOTAL CAP., 70 MBH SENS, CAP., 3000 CFM, 1.25" ESP, 2 HP OVERSIZED FAN MOTOR, 120 MBH 2 STAGE HEAT INPUT, 97 MBH HEAT OUTPUT, 81% AFUE, 9.00 EER, DUAL COMPRESSOR, DOWNFLOW ECONOMIZER, POWER EXHAUST, CONVENTIONAL THERMOSTAT INTERFACE, 460V/3PH, 22.0 MCA I L'• 2" PLUMBING INTAKE HOOD ANCHOR 1 1/2" PLUMBING VENT NO3 BLUE-M OVEN VENT (2) 4000 crm EXH 100 18 GA GALV / RU3A 0 1 1/2" FLEX 7AT T. N RP2A 240 20 GA GALV DUCT \ ---2" PLUMBING VENT PACE #U-24F UTILITY FAN SET 3100 81.5" ESP EQUIP #EFRU1A ; 2" PLUMBING ( - HI GENERAL NOTES: woJA WAS WAS RU3A /TT\ WAS ;I was RU3A WAS tl 4"D WAS EF 2 AC WAS ( 18 CONSTRUCTION NOTES: C)TY OF TIIi■rk.'ilA ; APHOVE0 JAN 2 3 19T3 KEY PLAN s' SCALE; NONE 4 ,, T, :4' ,_,A. \ q 9 - 1 ;---, ,,,,,- SYA REMI APPROVED DATE SY UNION TYPICAL F A PRESSURE REGULATOR, 240 CFH, INLET PRESSURE 5 PSI, OUTLET PRESSURE 10 INCHES OF WATER.' DRIP LEG - N IIIIIIIIIIIIF- FLEX PIPE HVAC UNIT (TYPICAL) N ECTI ON TO HVAC UNIT DETAIL RFM450500 SHEET MET CAP TfFLE REVISIO > G > GAS PIPE GAS CON NO SCALE APPROVED BALL VALVE TYPICAL ACCEPTABILITY 1NIS DESIDA AND /OR SPECIFICATION Is 'APPROVED APPROVED BY DE DATE KA ORED WOINU.R LB . APPROVED APPROVED Twir 12,1.97 12.1.97 12 1,97 SUBTITLE MECHANICAL MASTER NO SCALE LINED -� DUCT RETURN GRILL= DETAILS UNIT BUILDING 21 -03 STEEL BEAM �.y CEILING GRILLE TYPICAL NUT & WASHER 1" NEOPRENE PAD ROOFTOP UNIT SUPPORT DETAIL NO SCALE RFM450 RETURN AIR PLENUM DITAIL 2M12 1 M500 (1 SIZE LARGER THAN PIPE) SEAL WITH L j,*ELASTOMERIC 4x6 TREATED WOOD 2 HOLE PIPE STRAP SEALANT 4140 f BY GENERAL CONTRACTOR GAS PIPING AL 4 GAS RIDING SUPPORT AT ROOF NO SCALE RFM450 ) M500 : 0 A5lOA I SHEET JOB 'N0, LAY -IN CEILING M500 S'rMBOL M500 DCA -9 -97039 CORP.PARK AWE No. 21- 03 -M500 CITY 01 ItiT11,A Ak'Plii'i'.0 JAN 2 3 1E3 COMP N0. SYM ORIG. OFFICE AREA 21 -03.2 MEZ7ANINE REVISION BY JHR APPROVED DATE 1 SYM PARTIAL ROOF FRAMING PLAN 0 SCALE 1/4"=1' -0" REVISION APPROVED NOTE: SEE MECHANICAL DRAWINGS FOR LOCATION OF HVAC UNITS AND ROOF PENETRATIONS. DO NOT CUT EXISTING 2x4 SUB — PURLINS, ACCEPTABILITY' DRA KJT 12/22/97 THIS DESIGN AND /OR CHECKED SPECIFICATION IS APPROVED JHR 12/22/97 E AV NLLN 12/22/97 12/22/97 APPROVED BY DEPT DATE CHECKED APPROVED APPROVED SUBTITLE TITLE 2. DESIGN LOADING CRITERIA GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION). ROOF LIVE LOAD (EXISTING) 25 PSF MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR— INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL, BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND ThE STRUCTURAL ENGINEER. STEEL 9. STRUCTURAL STEEL DESIGN FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS — ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION' OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." 10. STRUCTURAL STEEL, INCLUDING PLATES, PIPES1AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy. = 36 KSI. CONNECTION' BOLTS SHALL CONFORM TO ASTM A307. 11. ALL A307 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG —TIGHT CONDITION PER UBC 2227.3, IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 12. ALL STEEL SHALL BE HOT— DIPPED GALVANIZED. ALL FIELD WELDED AREAS SHALL BE TOUCHED UP WITH ZINC —RICH PAINT (GALVACON OR EQUIVALENT). '7 7 d' CURRENT REVISION SYMBOO RIG DCA -9 -97039 U PARTIAL ROOF FRAMING PLAN BUILDING 21 -03.RF OFFICE AREA 21 -03.2 MEZZANINE STRUCTURAL MASTER COL. 1- 4.5 /H —N CORP. PARK NEET RFS162 JOB No. DCA -9 -97039 OWC N0. 21- 03- RFS162 1II ;IPi1 :aI JAI :' 3 • .. 3 DATE 12 -22 -97 Si COMP NO. 21 —03—RFSI 62 — 60' -0" 27' -0" ± R' -0 "± - '-0" MIN. EXIST. - ADJACENT PURLIN EXIST. 9x37 3/8 GLB I — EXIST. 12x12 / DF # COL. EXIST. TS 4x4X3/16 EXIST. 7x34 1/8 GLB EXIST. DF EXIST. 9x29 12x12 #1 COL. 1/LIGL8 COLUMN, BELOW � L _1 co co EXIST. 6x16 PURLINS @ 8' -0" — 1N12x2E,71 7 LOCATIONS OFl I EXIST. DF EXIST. 9x29 EXIST. DF EXIST. 9 12x12' #1 COL. 1/91- 12x12 #1 COL. c29 1/4 : , M 1 N LB __ co 26' -8 3/8" ± — 26' -8 3/8" ± L4x4x1/4 x EXIST. 6 "0 PIPE — BELOW EXIST. ROOF STRUCTURE 0' -6" CONNECTORS (NP) EXIST. TYP. PANELIZED 1/2" PLYWOOD "oc ROOF CDX 32/16 2x4 0 24 li EXIST. ST. 12x12 DF # COL. DF #2 ti L4x4x1 / ADD 2x4 SUB — PURLIN S � µ „ MAX WEIGHT OF UNIT = 1000 lbs ,/ � &SE I PER ` I r ` \ 3tb 1112111 HVAC UNITS INSTALLED ON W12 FRAME PER MECHANICAL DRAWINGS E1 ® ?sin .xN71 L4x4x1/ (2 TOTAL) LW12x26 I • EXIS T. TS 4x4X3/16 COLUMN BELOW EXIST. 7x34 1/8 GLB 2' -7i'± EXIST, MECH OPENING 181 T ®® VERIFY FRAME WIDTH TO SUPPORT UNIT BASE WITH HVAC N UNIT SUPPLIER L4x4x1/4 ADD 2x4 SUB — PURLIN Sb N N )rII z ,ss{ , I' S2 PER � l'11�^8lc x °L f I 9I ® ® MAX WEIGHT OF lbs kr " S I �T ) P�� � � I ` I� UNIT = 1000 I ' YY'4 id L CG4 C DUCT PENETRATIONS TH'U' ROOF PER ARCH. DWGS. gII'I��1 "Iael ", ALIGN DUCTS, TO AVOID s I� I klrI V I b ` HVAC UNITS ON EXIST. 2x4 SUB — PURLINS INSTALLED DR WAWIN (TYP) S L4x4x1 /4 LW12x26 1 o MECHAN ICAL MECHANICAL (2 'TOTAL, 4 "4 STD. PIPE (6! TOTAL) DRAWINGS EXIST. 12x12 DF #1 COL. EXIST. 9x 37 3 8 GLB ii ' EXIST. 7x34 1/8 GLB I • i EXIST. I l TS 4x4X3/16 COLUMN BELOW SYM ORIG. OFFICE AREA 21 -03.2 MEZ7ANINE REVISION BY JHR APPROVED DATE 1 SYM PARTIAL ROOF FRAMING PLAN 0 SCALE 1/4"=1' -0" REVISION APPROVED NOTE: SEE MECHANICAL DRAWINGS FOR LOCATION OF HVAC UNITS AND ROOF PENETRATIONS. DO NOT CUT EXISTING 2x4 SUB — PURLINS, ACCEPTABILITY' DRA KJT 12/22/97 THIS DESIGN AND /OR CHECKED SPECIFICATION IS APPROVED JHR 12/22/97 E AV NLLN 12/22/97 12/22/97 APPROVED BY DEPT DATE CHECKED APPROVED APPROVED SUBTITLE TITLE 2. DESIGN LOADING CRITERIA GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION). ROOF LIVE LOAD (EXISTING) 25 PSF MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR— INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL, BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND ThE STRUCTURAL ENGINEER. STEEL 9. STRUCTURAL STEEL DESIGN FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS — ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION' OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." 10. STRUCTURAL STEEL, INCLUDING PLATES, PIPES1AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy. = 36 KSI. CONNECTION' BOLTS SHALL CONFORM TO ASTM A307. 11. ALL A307 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG —TIGHT CONDITION PER UBC 2227.3, IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 12. ALL STEEL SHALL BE HOT— DIPPED GALVANIZED. ALL FIELD WELDED AREAS SHALL BE TOUCHED UP WITH ZINC —RICH PAINT (GALVACON OR EQUIVALENT). '7 7 d' CURRENT REVISION SYMBOO RIG DCA -9 -97039 U PARTIAL ROOF FRAMING PLAN BUILDING 21 -03.RF OFFICE AREA 21 -03.2 MEZZANINE STRUCTURAL MASTER COL. 1- 4.5 /H —N CORP. PARK NEET RFS162 JOB No. DCA -9 -97039 OWC N0. 21- 03- RFS162 1II ;IPi1 :aI JAI :' 3 • .. 3 DATE 12 -22 -97 Si COMP NO. 21 —03—RFSI 62 SYM ORIG. REVISION OFFICE AREA 21 -03.2 MEZZANINE REFER TO INFORMATION AT RIGHT FOR CONN. CUT AND PATCH ROOF AND PLYWOOD SHEATHING AT PIPE COLUMN CONN. BY JHR PROVED DATE 12/22/97 1/4 "x6 "x1' -0" CONN. 1/4 12 PLATE BEHIND 1/4 V 12 SYM W 12x26 BEAM PL 1/2 "x8 "x1' —O" (6 TOTAL) d EXIST. 1/2" PLYWOOD T EXIST. 2x4 SUB— PURLINS N SECTION JL 4x4x1/4 x 0' -6" (6 TOTAL) EXIST. 6x16 PURLINS J EXIST 3/4" GYP. BOARD J CEILING EXIST. 7x34 1/8 GLB SECTION SCALE: 3/4" = V-0" TYP. >3/i6 V W12 REVISION MEM= W12 � 1/4� 6 PLAN VIEW 1 2" CLR -- COL. CAP PLATE 1 /2 "x8 "x1' -0" 1/4 6 3/16V[ (TYR x3/16 W12x26 BEAM 1/4 V (TYP. 4 "4 STD. PIPE (TYP.) / V EXIST 3/4" GYP. BOARD CEILING �— EXIST. 7x34 1/8 GLB EXIST. TS COLUMN BEYOND STRUCTURAL FRAME CAULK WITH ELASTOMERIC SEALANT DRAW BAND WATERTIGHT UMBRELLA --------------- EXIST. GLULAM BEAM BY APPROVED TYP. TYP. 7 1/2" BENT PL. 1/4 "x 10" 10" x 0' -9" LONG w/ (4)3/4 "0 A307 THRUBOLTS SPACE BOLTS 6" APART HORIZ. NAIL PRE — FORMED FLASHING BOOT (COMPATIBLE WITH EXIST. ROOFING MATERIAL) TO WOOD NAILER — FLANGE SET IN MASTIC OVER ROOFING — PRIME FLANGE BEFORE STRIPPING. \ J SEE ARCH. DWGS. FOR FLASHING \ INFORMATION. / CONNECTION PER A /S2 ANGLE TO BM FLANGE " E YWC L 4x4 PER PLAN 3/16 SECTION SCALE: 1 1/2" = 1' -0" " I WIPES 10 /09 /98 APPROVED BY DEPT. 2" CLR. ACCEPTABILITY TryIS DESIGN AND /OR SPECIFICATION IS APPROVED DATE SECTION SCALE: 1/4" = 1' -0" — W12 PER PLAN SUBTITLE TIRE MECH. UNIT '''''''\ W12x26 1 TYPICAL FRAMING DETAILS BUILDING 21 -03.RF EXIST. 2x4 SUB — PURLIN PLAN SCALE: 3/4" = 1' -0 " OFFICE AREA 21 -03.2 MEZZANINE STRUCTURAL MASTER COL. 1- 4.5 /H —N CORP. PARK NOTES: 1. ALL STEEL ITEMS SHALL BE GALVANIZED 2. PAINT ALL STEEL FRAMING GRAY TO MATCH EXISTING. — NEW DUCT OPENING \--- ADD 2x4 ADJACENT TO EXIST. 2x4 WITH 12d NAILS ® 16 "oc AND A35 CLIPS AT EACH END TO 6x16 PURLINS DWG NO. URR REVISION SYNOD RIG DCA -9 -97039 v SHEET RFS162 JOB O. DCA -9 -97039 21- 03— RFS162 J '':3d 2 3 DATE CE,411:1 12 -22 -97 S2 COMP NO. 21- 03— RFS162