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HomeMy WebLinkAboutPermit M97-0030 - BOEING #9-51QQO (011111)(8 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MECHANICAL PERMIT Permit No: M97 -0030 Type: B -MECH Category: NRES Address: 9725 EAST MARGINAL WY S Location: Parcel #: 000340 -0018 Contractor License No: BOEINC*294ML TENANT BOEING #9 -51 9725 EAST MARGINAL WY S, SEATTLE, WA 98124 OWNER BOEING P0. BOX 3707 - M/S 1F-09, SEATTLE WA 98124 CONTRACTOR BOEING COMPANY P.O. BOX 3707 M/S IF -09, SEATTLE, . ::'WA :98124 CONTACT GARY TALLER Phone: 206 544 -2975 P.O. BOX 3707, M/S.46 -87, SEATTLE, WA 98124 ***************.**'****:************************* * * * ** * * * * * ** * * * * * * * * * * ** Permit Description: INSTALL TWO REPLACEMENT AHU'S, INSTALL. ONE DUST COLLECTOR, AND RELOCATE ONE DUST COLLECTOR. .UMC Edition': 199.4 *******:**,********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Valuation: Total Permit Fee: Permit Center Authorize. Signature Date (206) 431 -3670 Status: ISSUED Issued: 03/06/1997 Expires: 09/02/1997 000.00 81.88 I hereby,'.certify that I have read and examined this permit and know the same tobe true and correct. All provisions -of law and ordinances. governing.Athis 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 lding permit Signature: Date: - f� /f7 Print Name: v This permit shall become void if the.work is not commenced within 180.days from the date of issuance or. if the is suspended or abandoned for a period of 180 days from the last inspection. Title: XPIRE OF TUKWILA liar *am Permi t No:: M97- 0030.. Address: 9725 -EAST. WY SUi.te `Ten,arit BOEING #9 -51 'Status: ISSUED Tyu'a B• -MECH Appel ed c 02/27',1997 Far .6e:l #::,000 40 -001 L' Issued: 03/0611997 ` ** * * *4'k'k*k. *•k** ***k* k *** h * * * ** k * *4k** * ** *•k * ** *•k •kit * ** . k •k'k•k'A'k•k* * ** ** k* kk* # **•k•l : Perm Conditions i' No changes wi 11' be ' made to the plans unless approved, by the l rchitect' or`. Engineer' and th Tukwirvia:;Bu i l ding Division, All permits inspection. records,, ar�ci approved plans _ shall available at the • jo d ir e pri or to tfW,isf.0pf any con.- str•uc.tion•.' These ;documents ; are to be maintained =.and aval l ,able:unti1f i'nspectio'n approval is granted Al l..constr ion to be done in 'confor.mance with approved :plans and ..equireme'nts:..of the Uniform Building 'Code (1994 Ed t i an) as amende;d., : Uniform Mechan i c'a 1. :..Code'" (I 994 Edition) and Wash i „ngton 'State Energy_ Code ' (1994 Ed i t i anj . ' Val idi ~,bf.'�Permi The isstrart.c'e •oaf a permit or-:.,approva plans ; and computa.t.ioris sha1 be. can- 'strued to )be a permit f or an approval •of, any vio'latio' of. arty: of the provisiQ'ns of the,. building code or•`.of' any othord i n,rice of the... juri sd i"ct"i on,: No permit pr'esumi'ng • poi giv,e».aut:R9r/ ty`;� to vio'l'ate�•o” r' cance;l 'the provisions of th codexsha l l'' "be va 1 i MANUFACTURERS INS-TALLAT 0N INSTRUCTIONS REQUIRED ON :SITE FOR THE BUILDING INSPEC.TORS:REVIEW 6 E1ectrical,:pe,rrnit 'Ghal l be' obta the Wash in state D,; siOn. Of .L.abor'r and';Irldustr and all electrical worlCf wi 1 °`j 'be inspected lby ;t'hat •.agency z(2.4y8- 6630) Protect Name/Tenpnt: BOEING DEFENSE & SPACE GROUP s I Vare Tat Ph of Const Io: : ( Parcel Number. pe: - .: Site Address: Name: , 4 . (A)4. s v+ • ;. City State /Zip: Property Owner: I THE BOEING COMPANY Address: Street Address: P.O.BOX 3707 M/S 46 -87 SEATTLE WA City State/Zip: 98124 Fax #: Contact Person: GARY TALLER 0 Water Phone: 206 -544 -2975 Street Address: P.O. BOX 707 M S 46 -8.7 SEATTLE WA City State/Zip: '8124 Fax #: 206— •44 -28 4 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /ip: Fax #: Engineer: r \ 7 t v.roCA.., d � 1�. t.� r Phone: : _33 / 6S3 --- 5'3f> Street Address: City State /Zip: Fax #: ._ ... itg Qt'XNkttJ ' f ,; ilMiti V I'he A k EdU n e 1 �,. . �...: ; ;.. i: 1.. t:,,, �, . � ._. .#..��. .�� § '�, . (i; i ��►� li` flL t���3U���r�1� ,�L + ���1�+J3'I�:t:�i:�s:�� '.: Description of work to be done: 1N I.. t•t..') t'(kA( 'u,trrt /ifU.i,' I4CTA(L. (I 2+ '.3+ (CL. K•'r et'1cx 7 : (1 ) c.tC1 CCL. 1 C:•rc,.(? , Will there be storage of flammable /combustible hazardous material In the building? ❑ yes Ea no Attach list of materials and stora • a location on se • orate 8 1/2 X 11 'o'er indicatin • • uantitles & Material Safet Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead/Docks ■ Commercial Reroof ❑ Demolition ❑ Fence 21 Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection/Exit Systems ❑ Temporary Facilities ❑ Tree Cutting ON.Z y��y i ' i'.'.t:. �; '.� •tl YSE•vIC�"blllINGS'TG71• NtL' }r 7 .1 �. AF '�. . it it ti:rSln d'f , t..'.•�i. ' n n 1 '441') i. !'".. ry'1: •11 tt'1!'1 V 76�• ( + ` . �.al:�L�lak �.i.. i :cr r :.•.i a ; : �t' 1 k i• is � • p> rl • . 1' y r' :�' r' i.e r lea yW. ci il. f.7 i • �ir Name: Phone: Pm fD1G2 11 Address: City /State /Zip: 1 r tr Amum "�� _ — 10 0 Water 0 Sewer 0 Metro 0 Standby Miscellaneous Permit Application ;',...; - w.:,;f'':a)�. bt3�0 . , t�ap�gtl�st4�oq i41iSC8l! , NEbUl;. tF�UBLIC ;ihIOFti�S`rPIHMl7' " , �•'!`,` �'�' .. �''�' if1••ti s Sj'f iC,A ? �tA r �'� }.�i {''�� .'1�.:+. "E��r + . ❑ ❑ :`). t' �jft / a Channelizatlon /Stripin g Flood Control Zone Landscape Irrigation Storm Drainage Water Meter /Exempt # CI Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s): Est. quantity: CI Miscellaneous O Moving Oversized Load/Hauling WAT, Sp,'ME I ERIDEPOSIT /pSEUNL, B1 Name: Address: (:l1 Y U1 I UKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile.. Date application accepted: , MiSCPMT.DOC 7/11/96 7_57947 -o �• r .. f i t ; �ptb)bol ±Numb +'�);I }, ����_ _► ;U ,;r;i, :. 7 , '�J '�' [(� S p t ";K ' `':.a +s}['•r� ,r.•.. aS.t+s '. nr.vt.. .,. r..:�.: l._I Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill _cubic yards 0 sq. ft.grading /clearing In Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Date application expires: P City /State /Zip: gal Schedule: ne: 6., �:U1� iii' 1r{ r %1{ '�;.•: +i'�r7�`.•i;t�rire'�. 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. Application tae by: (initials) t 1 Y 4' ' 91' r 1 t�Mt ,I ' �!• 1V, . a (. .M ! '� , ? ,q !',M'' fib : • ; : �i'l �' , " r �t� �� + "��, r +xs� qtr' yls,+�, ` 't3UlkQl iG NEB? QR '; II /THORIZ�D ACiENT''r.'t1�•`.ac,'�i t �.. rt ,�, 5'�C,�:�1:.,, f �s''.KrI,•, .. " N W t I l i; � ., '1. ' �.. ' 4 f'. SIl� Y',1• /i:l!1' 4R�'r.. f't2„r�ir•�:�•IYt:n. i Signature: I Date: 27 544 -2975 e '7 Fax #:544_2854 Print name: GARY LLER Phone: Address .0. • RnX 3707 MSS 46 -87 SEATTLE, WA City /Stale /Zip: 981 ?4 ALL MISCELLANEOUS PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: > ALL DRAWINGS SHAD 4E AT A LEGIBLE SCAT -E AND NEA. r,Y DRAWN • BUILDING SiTE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP ¢Y,WASHIpT9IiI,i9EN P,ARPIITPcj, lr > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP PY,WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ • CIVILJSITE PLAN DRAWINGS REQUIRE STAMP BY•.WASHINGTQN LICENSED CIVIL ENGINEER (P.E.) • i { q 90,‘!:- .Jill 1i i'�y' :veti�•{y }'TIP ttti 'It'r ''� " ?✓�'�?'- iii`I •�`{7. Iii r7: rr k�ik�t�1 ;1"��',`l i�:iij"f1'rS' ItiMeg SUBMIT APPLICATION AND REQUIRED CHECKLISiS F( I PERM( I REVIEW I.' ' 1' 111`1ti�i' ,I', 1'11iis II I I I I 'h 11111 1 6 , 1iri.l'ilI1I t%t'1 ; 21 ' �;: ,F3 ! i t ; a :l ` . 1{ 5 011.1,111.6;jer_1,1.111 -1 : `,,, ' � • °- n" i ti. c { t .• 1 i er'1{1 11+ i t =1 it 'ot=iti.:l1il /' L IUiLr�ili 7 .1,f - ' .1111 Vil " t,1*, `vii "A`f,Yt4ytoViiz .'' 1 i5 t a tr;'Sf : •1? 1 !„ • t 1: :...8.•:.r �...,i�: �.._:_. r . f r 1,,,, ( f 1 `, 43i�i'. •, /�{Tl �+•'�S^�, , t al "r�. i i V ' 't' .i, ItAl �` t �7 "i V � �r��:�4���1r 11 J01 �� 1.h n 41 t. w!iti1fa. ' ' •X �iu 2::i._i �.'.u:i.t:::...1.sY:.:.�'; ..:,.. .: • " r r Yti; � j y � , i '1:�t ' ,'ry�' S •` � . ; a� ('kRfn'i.r� : . ; ' �,"1.'f ° ;d+i` • j�'� +i !�' i 1 rl<I:tlr�l' iF +rr' - r� ���k� v .. a .. f , , i 7( �n !F' Wit• i ,,' �,M- _ ir'. ' r - - i�:►'�(a,1t c� �In i�P7pi' . 1rti*°ti�7 1 r1 y ' (:; ir�1= 1�ii► +� �'iF�} �;`'�' , i i 19."4.--' ' J" r, , .. i ,;.c ai>it , 'iligl ,, ` may ".iiI i - I '� i'..t! _- -._ i' Ja ' ( T,• ;, r.: ( - , Q ,', C ,.iiu I 1! ,g i' . ". Y °1;lf t:,' lst' '•tl'll s{I. t p ' .. dt r: �Jili': 1: .:4i.• i 0 .-� .`, r r,•l `t'hn 9.1fi aY. fiV::1:'� [f Tr/ b• .. ,, a. ►�. f�•� � .. j II J T rf 1t, f ' . ( 1 ' t,' • '''i'� 1 ; ILI ,..,: El 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 ". o' , p . 'r` ••` ' , lr p 1 ( •.. n r , .. , � , � . . f c 5t �lri;�i,P,snr�/.ui'h;Ot18: Ali a app Qr hr +G� Ix .l Br rPl l ' tp tilr. , a ,�aq�; t �.> R • ; r :. t ►. , � ,, .it �? , r 1.A A i., !h x � 9.. 4t by the'state'ofi shing(q yi �1;I�'; jnot rJ �d �pI r, rQ I t f ie Prope{�Y1pfl r � Rrf In�,� a; �]�rit tp: sN ► l( hlsipl9lr►ill!p ipI rIQ is o t" abtaf n, thQ: A�rtrilf�vIt; b, rs? q�iirdrs�pr 'af.'thf,ubm(tt�ll,.;- �lj ��•,r , . ti, .. ,,.,. .. MISCPMT.DOC 7/11/96 I HEREfi? CERTIFY 'THAT I HAVE READ AND EXAMINED THIS APPLICATION AND NOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND ! AI f AUTHORIZED TO APPLY FOR THIS PERMIT. •. nr:'.,.+:!t. ��L':{ �ivi `:t:;w ;JiG�f:t!� ��,.. a .,,, . ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDPrtG DIVISION ❑ 1 r1' Rf e 1 ConC . 341 q � PUBLIC WORKS ❑ COMPLETE Ea COMMENTS N M97 -0030 BOEING #9 -51 TUES /THURS ROUTING: PLEASE ROUTE 9e y mit COOr 1'10ior Cze9 PLAN REVIEW / ROUTING SLIP DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ FIRE PREVENTION ❑ PLANNING DIVISION RP r. I c.ern a 3 STRUCTURAL ❑ PERMIL COORDINATOR U ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED I ! APPROVED WI CONDITIONS ❑ REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F DATE DATE CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS El DATE rvf/ R' CI: I.. 'YJ, DATE 2/27/97 DUE DATE 3/04/97 NOT APPLICABLE ❑ DUE DATE 3/18/97 NO FURTHER REVIEW REQUIRED ❑ NOT APPROVED (attach comments) ❑ DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. is****,******* h * * * a . * * Man-cm **h,.* * *�A•** * * ** 1 . * **.* *1 *** **t *1% **** *' *** *.k* CITY OF . . jUKWILA,' !�!A �r'�*'�M / `5e rRi s'3iix k*",.4 * * * ***4 * **4* ,A ** * *, * * *�4 * ** * * *A * *10c4i** *•k *A* *** TRAN3MZT .897005413 Amount: .131.1313 03/06/97 09:35 Payment Method: CASH . 'Notation: BOEING ]:tilt: SLR Permit :No: M97-•0030 Type:, R-MECH MECHANICAL. PERMIT Parcel Na. 000340- 00113 Site Address: 97115 EAST MARt3INAL WY S Total Fees: 131'.3S This Payment 51.88 Total ALL Pmts: 81.88 Balance: .00 * * * *. * ** * ** A * * * * ** ***, *“ * ** ** ** *A * * **,%* * * * * * * * * * fi* * *fi *A ** * *t * *.* Account Code Description 000/.345.530 PLAN CHECK - HQi4RES 00002.'4..100 MECHANICAL 7 NONRES Amount 16.38 65.30 .0.41 ; jk�t7�� 11 June 25, 1999 Gary Taller PO Box 3707 M/S 46 -87 Seattle, WA 98124 RE: Permit Status M97 -0030 9725 East Marginal Wy S Dear Mr. Taller: In reviewing our current permit files, it appears that your permit for the installation of two replacement AHU's issued on March 6, 1997 has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, Brenda Holt Permit Coordinator M City of Tukwila Xc: Permit File No. M97 -0030 Duane Griffin, Building Official Department of Community Development Steve Lancaster, Director John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • fax (206) 4313665 DATE: REVISION SUMMARY: Y r SUBMITTED TO: .Q r i N 571: :1 :4.47.:Y ir. i2+'tY.!kv7.L; "if511i „t!At4YJ;n?Y?'±�3 fa^tTMN:L': !ue:, , S - - SHEET NUMBER(S) - � ) "Cloud” or highlight all areas of revisions and date revisions. • CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 or54 0'01V tiff? RECEIVED CITY OF TUKWILA JUN 2 3 1997 PERMIT CENTER REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: PR 7--- 0 ) PROJECT NAME: BOEING DEFENSE S SPACE GROUP PROJECT ADDRESS: q7 E j. ,,.a4 kAr 1 Wa c 9 mss/ / � /a6 j CONTACT PERSON: GARY TALLER PHONE: 206- 544 -2975 1 0 h,S g pe e-ci l'et4 `6'r L C,IIY4>�p ��PR J1� 2 1997 C /C alAt:1 3/19/96 CITY USE ONLY JY,7!fj}Sfy�F4 ;1�4'til'!�t'i'.,. .w,.`:.l " ":� : ^. 'tk{E��t;y'a�rq•.yo M C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: � 25 X97 PLAN CHECK/PERMIT NUMBER: M9740030 PROJECT NAME: BOEING DEFENSE & SPACE GROUP PROJECT ADDRESS: 9407 E MARGINAL WAY S (9 -51) CONTACT PERSON: GARY TALLER PHONE: 206 - 544 - 2975 REVISION SUMMARY: REROUTE VENT LINES FOR AIR HANDLING UNITS. SUBMITTED TO: Bld •. kon Plannin F/re �. rn: �saN!, wn:: �:..: �ret�• �.. r+ m.+ un�z::»,+..,,« �«,. n.:- r,.•...,,,.,. �rztK .rcn,.+pm�rtxax- avrr,,:uar.; /{Sisn.N ».w Tco R MAR 2 5 1997 26 1c9? i U ` .te r ---• %NC 1S , — RECEIVED CITY OF TUKWILA PERMIT CENTER SHEET NUMBER(S) 1M11 a ot .'� "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY Public 3/19/96 _/ .`;a<.: ... •: i�.6�::3'i,i'�t i'::r �7�. � v k t s' fiJ iT�riTt`:?{2.TiY. +Mr`M6 ", M DATE: PROJECT NAME: SUBMITTED TO: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL PROJECT ADDRESS:3EO E_ KArr \ L) S CONTACT PERSON: GARY TALLER REVISION SUMMARY: 51; mewl to ►—% ye BOEING DEFENSE & SPACE GROUP SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. PLAN CHECK/PERMIT NUMBER: (M7- 00 30 : tvmss! `.MCNtt+m.n1 +;ay.Am n :ty.rourse RECEIVED CITY OF TUKWILA MAR 2 1 1997 PERMIT CENTER of- AAA-0 -stAIJ Q i- PHONE: 206 -544 -2975 ec g 0 1\( O k. 100 ov Ett 3/19/96 • `w i March 4, 1997 Fire Department Review Control # M97 - 0030 Dear Sir: City of Tukwila Fire Department '+ GV'yV? M4, .'f re1!d.'sfa r-- ,t7.��nwNTM,•�-A ,: ry1O t Ml.�'L �x vv.. �3 vHxt.. ��a. �T 5.41�ii <�.. .r. l5 vs a�� ♦ 7` a Re: H.V.A.C. at Boeing #9 -51, 9725 East Marginal Wy S t FILE COPY The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) 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) ' 2. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 3. In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) The installation o! wiring and equipment shall be in :7 John W. Rants; Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57.5-4439 City of Tukwila Fire Department Page number 2 accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) 4. When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (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)) 5. 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 February 10, 1997 1- 9604- DBW97024 To: Company Please contact me if you have any questions. i de7- D. B. Weigelt 1 -9604, 1F-09 (206) 655 -4535 Enclosure Larry Allen 19 -35 Leonard Astemborski OH -13 Terry Beals 63 -04 Rick Ford 2R -71 Len Knecht 63 -04 N. Konwent 5H -26 John Murdoch 89 -14 N. Pestisme 63 -04 Lori Pitzer 2R -71 Mike Sullivan 3U -EH Gary Taller 46 -87 Rex Turner 7R -35 Enclosed is a copy of the Washington State Contractor's License for 1997. This license expires on January 1, 1998. Subject: 1997 Washington State Contractor's License for The Boeing BOETNL 294ML RECEIVED CITY OF TUKWILA FEB 2 7 1997 PERMIT CENTER {N(ifiN /iiJViii %Ni %�' %i!'i %i! /.i it i% dv�iN /NiliLjytYi {,%Ji / {F✓l.7 !!iJ[Y ✓ ti!fN!YN %i/ iii %i /i( /iiii( it i./ ii/ iiiN lNiii { /i%vi/Y %/iiivi/fi %iivii� DEPARTMENT OF LABOR AND INDUSTRIES /JN / / % / / /%%' /NN! / %i'�N /� / j//%/. 7 %/ JN/!%/ N/% N/% ii' l% N/ NN/%/ i%/ IJJiV% N%/ / %N %JJ / % %NIJN / /J /J / / / %I /J! / /I /% J JIr / / /NJJ! /! /J% / % /i% / /%✓!NJ / //N To: KRAIN PENROD e TRANE" Prepared For: BOEING DEVELOPMENTAL CENTER ATTN: KRAIG PENROD phone 655 -5331 fax 544 -2854 From: JEFF MEYER i: - 17 17:JSpm p. 1 of Submittal Date: February 12 1997 Job Name: BOEING BLDG. 9 -51 CARPENTER SHOP MAKE -UP AIR FOR DUST COLLECTORS BOEING DEVELOPMENTAL CENTER WA The Trane Company A Division of American Standard Inc. The Trane Company is pleased to provide the enclosed submittal for your review and approval. Kraig, This is a preliminary submittal for design purposes. We need to check duct static, motor size access side, voltage etc. I understand there are two separate dust collectors therefore we need two stage make -up air flow. Two separate units are proposed because the capacity would require two furnaces anyway. , Units sit indoors and duct into carpenter shop. Outside air is also ducted. Flue venting is needed (gravity or flue. fan?). Installation manual is being sent to Kraig at m/s 46 -87. Hydraulic modulating leaving air temp control is selected for simple control. I assume you will interlock each make -up air unit to come on when a dust collector is started. I assumed you would want an outomatic inlet damper. Instead you may want to put the damper near the building wall inlet. It may not matter if you insulate the inlet duct which could have very cold air resulting in surface condensation. Price estimate is $9.300 total for both units including freight (start -up by Boeing). Seattle - Jeff Meyer 2021 152nd Avenue NE Redmond, WA 98052 Phone: 206 - 643 -4310 Fax: 206-643-4314 \qrfr 0030 Tags No Tag Item Al Cubic feet per minute (cfm) 5750 Ductwork E.S.P. (in H2O) 0.5 Entering air temp dry bulb (F) 21.0 Leaving air temp dry bulb (F) 72.3 MBH input (MBH) 400 MBH output (MBH) 320 BOEING BLDG. 9 -51 CARPENTER SHOP February 12,1997 Item I Tag(s) Qty Al No Tag 2 Description Indoor Makeup Air Handler - Gas Heating Model Number GSAA4OGFCB0 Item: Al Qty: 2 Indoor make -up air handler Standard temperature rise furnace 20 - 60 F ( -7 - 16 C) left hand 400 MBH input Gravity venting 460/60/3 main power supply Hydraulic modulating gas control (60 - 100) Natural gas 409 stainless steel heat exchanger package (first furnace) Arrangement B - Standard blower Single speed high efficiency open drip proof motor 3 HP supply fan motor with magnetic starter 100% outside air opening 2- position outside air damper /spring return 2" (51 mm) 30% pleated media filters Performance Data NA.91 - Dcw Trans System Submittal Page 2 of 7 General Units are completely factory assembled, piped, wired and test fired. All units contain duct furnaces that are A.G.A and C.G.A. certified and conform with the latest ANSI Standards for safe and efficient performance. Units are provided with 4 point suspension hangers and shall be available for operation on either natural or LP (propane) gas. The firing rate of each furnace will not exceed 400 MBh and contains its own heat exchanger, flue collector, venting, burners, safety and ignition controls. At units are in compliance with FM(Factory Mutual) requirements. Standard control relays are socket mounted with terminal block connections. All control wiring terminates at terminal strips (single point connection) and includes an identifying marker corresponding to the wiring diagram. Motor and control wiring is harnessed with terminal block connections. Casings are die formed, 18 gauge (1.3mm) galvanized steel and finished in air dry enamel. Service and access panels shall be provided through easily removable side access panels with captive fasteners. Fan sections and supply plenums are insulated with fire resistant, odorless, matte faced 1" (25 mm) glass fiber material. Standard heat exchanger construction consists of 20 gauga (1.0 mm) aluminized steel tubes arid 18 gauge (1.3mm) aluminized steel headers. Burners are die formed, corrosion resistant aluminized steel, with stamped porting and stainless steel port protectors. Port protectors prevent foreign matter from obstructing the burner ports. Burners are individually removable for ease of inspection and servicing. BOEING BLDG. 9 -51 CARPENTER SHOP Mechanical Specification. - Indoor Makeup Air Handler - Ga. Heating Item(s): Al Qty: 2 The entire burner assembly is easily removed with its slide out drawer design. The pilot is accessible through an access plate without removing the burner drawer assembly. Centrifugal fan is belt driven, forward curved statically and dynamically balanced with double inlet. All motors are ball bearing type with resilient base mount and NEMA frame sizes from 48 to 256T. Windings are Class "B ", with service factors of 1/2, 3 /4hp = 1.25 and 1/15hp = 1.15. The blower wheel is fixed on a keyed shaft, supported with in -shear vibration isolators, and bat bearing secured An access interlock switch is instated in the blower compartment and will disengage the blower upon removing the service panel. An override is incorporated into the interlock switch for serviceability. Filter rack is of V -bank design for minimal pressure drop and is constructed of galvanized steel with access through the side service panel. Standard filters are 1" (25 mm) permanent washable type. Electrical cabinet is isolated from the air stream with a non removable access panel interior to the.outer service panel. There is provision in this cabinet for component mounting, wire routing and high voltage isolation. Motor and control wiring is harnessed with terminal block connections. Standard units are provided with 24 volt combination single stage automatic gas valves, including main operating valve and pilot safety shutoff, pressure regulator, manual main and pilot shutoff valve, and adjustable pilot valve. Gas valves are suitable for NEC Class 2 use for a maximum inlet gas pressure of 0.5psi (3.5kPa) 14" W.C.(3487 Pa) in natural gas. Trane System Submittal February 12,1997 All rooftop units are provided with a low voltage circuit breaker rated for 150% of the units normal 24 volt operating load. Each duct furnace is provided with a 24 volt high temperature limit switch, a (redundant) combination gas valve and a fan time delay relay. The fan time delay relay delays the fan start until the heat exchanger reaches a predetermined temperature. It also allows the fan to operate after burner shutdown, removing residual heat from the heat exchanger. Double and triple furnace units contain a reverse airflow interlock switch. The normally closed switch, when activated, cause the gas valves to close and continue blower operation. All units provided with a solid state ignition control system which ignites the intermittent pilot by spark during each cycle of operation. When pilot flame is proven, main burner valve opens to allow gas flow to the burners. Pilot and burners are extinguished during the off cycle. Dampers shall be of the opposed blade type, constructed of galvanized steel with neoprene nylon bushings, blades to be mechanically interlocked. Standard Unit Flue Standard flue collector construction is corrosion resistant aluminized steel. Hydraulic Modulating Gas Control Provides modulated heat output. Ignition is at low fire (one half of the units full rated input), arid a discharge air temperature sensing bulb located in the air stream shall modulate the gas input from 40% to 100% rated input. Provided with an automatic electric valve in series with the hydraulic valve which cycles the unit in response Page 3 of 7 jI] i'tNKUU to an option& low voltage aingle stage thermostat. Type 409 Stainless Steel Heat exchanger Heat exchanger tubes and headers are 20 gauge (1 mm) type 409 stainless steel. Burners and flue collector are aluminized steel. 409 stainless steel is recommended when outside air is l• 1,11: riC CR BOEING BLDG. 9-51 CARPENTER SHOP February 12.1997 uaccl for make up air in creme where outside temperatures are 40F (4.5C) or below. Dampers General Dampers are of the opposed blade type, constructed of galvanized steel with neoprene nylon bushings, blades to be mechanically interlocked. Optional low leak dampers are of the opposed blade type, construction of galvanicci steel with neoprene nylon bushings and vinyl blade edge seals, blades to be mechanically interlocked. Units with outside air are provided with damper, two position spring return damper motor and controls. The motor powers the damper full open when the unit is on and full closed when the unit is off. M°19 CO30 NAM.,t) r=pinvu BOEING BLDG. 9-51 CARPENTER SHOP Unit Dimensions - Indoor Makeup Air Handler - Gas Heating Item: Al Qty: 2 ELECTRICAL CONNECTIONS rrom: rm i[m L IL: 040 N. J OT / 60366 FRONT VIEW ■ 21 1/2", ..y..--- 2 ,I6 p.' ...... ../.. .../1. -1------....--..... ,,--; 1 --'--------..--:-... 1 - . ---:--- 45 7/8" GAS CONNECTION 12" (305 mm) OVAL FLUE OPENING 51 1/2 tt. 18 7/8 / 3/8" 5/8" BACK VIEW LEFT 0,t10 SERVICE AcCESS SHOWN February 12 1997 BOEING BLDG, 9 -51 CARPENTER SHOP Weight, Clearance & Rigging Diagram - Indoor Makeup Air Handler - Gam Heating Item: Al Qty: 2 1223 V 1343 NET WEIGHT SHIP WEIGHT February 12,1997 BOEING DEFENSE & SPACE GROUP 9 -51 BUILDING DEVELOPMENTAL CENTER STRUCTURAL CALCULATIONS FOR AIR HANDLING UNITS JOB #757207 -01 FEBRUARY 21, 1997 JON R. BURKS THE BOEING COMPANY DEVELOPMENTAL CENTER SEATTLE, WASHINGTON APPROVAL EN6R. J Forp.)V,S 247/97 REVISED DATE 75-72 O � / � � � 4/(g. , W4AiDL/NG &WAIT //4_ CHECK . f 01 ' APR r y,,, 2-2247 APR c 2 ® ®6 ®AW f��IZ Hitivp ( (/1 /U 17S C9PC11c T/nl C f/7 Mt rs 4 1 L L Be 54 Qs25 (97 WES Jo ys 4 ,. 4 Poor p 2/56 J4 " riip go i5P �Z 9ipao 1444cE / f N 1.."77Q U U/V C/4J / Te P(O0 / 1 2 2 % 2 = &I?, lb w = �fZ � ,9. 311'//: M, V ZA,11 9.3 *4 ( ,N) _ S, o& 4 / a ( = 14, 39 Cs (--=—• t39a U Go o o le a X 56 B M c6,4 )13 ?©0 P 4& , 1060 rb v &rv0oA2 0.4 ) /QOO 16 / -362g / Mg '1 0030 ENSR. J. EU kg ?...//9/97 DATE /�� 72 O 7 / 2 �4- CHECK A/4 t / 1 g REVISED ?1 7 APR c,,,,,, 2 -2191 APR I� I ( d) eoP 2� P _ (2 1 / � 4 w/B,K55 sog a /4-2 ilv d 147 /AI 2-1 5S 74 2¢Gt/12-7 2 155 P5c 241_ i Jo ls r� -11 46 Li r/G V i /Fr( 3c2 / coNG , (ME 31i �bC. K 300(4 -9 - . /L L L = /Z5Ps�'(q) 30' /S, o00 /- -7 - _ /9, 41132, Ib S C-° 22 .0c G/r/ 7 7 j 1 4vvsr71 Mgg 0O3) (� 0� 7V j0/57 = 122 1 6 4 — 12 rb rzcis5 (1716IPr) = S /O 3Ooo ' 4, 5 111 9 1 ,a# S ENGR. j, NJ1 14i9/ '51 REVISED DATE /^ 0 �(' I L 3/4- CHECK ./J',111 Z/ T,d 7 APR n ,,. V_", •\ Z - V2A/t I / APR c W / C UJp 0 ( (i 2 f / 1 a2 7,s 1 y a 634 j? /Na ` K_ 11C90 � c `' - , ENG . J ��/� l / t/ REVISED DATE -7 7207 / . 4/4 CHECK (ry� 4 40 f ry/' I APR 6" Q `22 APR AFISFAEZAW c1//e Wm r ovV 2 41- 1 - 10 j i STS' 7 5i Go4W P1 414 f 7u25,e = 22 Eoo (L ) 30 W = 2; 30v 0 , = 743,3 ib /Pr eJlsu, / (Ai p = l /8/ Tij FGB = 3 360 / /30 , x - _ HZ' 4 7pr W i.� /7-5 " _ $x / Tic w �,= /7 f- / 12 -t 5270 2. 9- `44, N'a��- — w = z9lb/ '1 70P4 - 7O, 7( z, s 8 8 Ldeo M d 3vb I ‘ 7 3C6 3'6 Pl a a- � 1 A -r-r - 7O "noZ• 1L —. 74 / 7 43, 3 J / 30 z c 3 c0 2s' 16 - Pr- 8 Sa ?, 10 !S - 3, - 7,s - z) /S— R'' D, ,L. 11 - l°s - ��573 P1000 ®,& P1001 CHANNELS FOR 1s/a (41 MM) WIDTH SERIES 'CHANNEL UNISTAW P1000 P1001 Pierced channels are found on pages 60 and 61. BEAM LOAD* 3500 3000 2500 2000 Nominal thickness of 12 gage strip steel is .105 inches. I 1 %8 3/8 7/ " 3/6" 9 /32" r— fl I, T .915" 1 4 1 1 .710" 2 2 Weight: 190 Lbs /C Ft (283 kg/100 m) Weight: 380 Lbs /C Ft (566 kg /100 m) P1000 P1001 41.3 Tn n 82.6 o ' 24 36 48 60 72 84 96 108 120 132 144 156 168 180 192 204 216 228 240 SPAN (In) Maximum allowable uniform load. M q 6 Channel Weight Lbs/Ft kg/m 61: '— r7.16* 2.8 In -Lb Him 570 5. Allowable Moment 939Q' 1630 Material Thickness In mm t0 2.7 2.7 Standard Lengths 10' 20' Finishes PL ni HG GR PG Pal Other Materials SS EA ® ® ® ®! I® III Part Number "A" Weight/C . Design Load In mm Lbs kg Lbs kN P2824 -6 63.5 - 152.4 y s; 56.7 500 N N N N N N P2824 -9 k_ 139.7 - 228.6 , 1 63.5 500 P2824 -12 --- 215.9 - 304.8 v, • 77.6 500 SEAM CLAMPS FOR 13/4° MM) WIDTH SERIES CHANNEL P2785 3 3 /8" ( 85.7) (6.4) P2824- 6, -9, -12 Wt/C 83 Lbs (37.6 kg) 3 /8" Hex Nuts and "U" Bolt Included 3 /16" (4.8) (76.2) A ' 7 /8" (22.2) Design Load Each 1000 Lbs (4.4 kN) Use in Pairs Only • For use with Beams up to 3 /4" (19.1) Flanges and with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001, P4100, and P4101. P2786 Design Load Each 1000 Lbs (4.4 kN) Use in Pairs Only WUC 92 Lbs (41.7 kg) • For use with Beams up to 3 /4" (19.1) Flanges and with Channels P1001, P1101, P2001, P3001, P5000, and P5500. Clamp Requires 1 /2" Diameter Rod and 2 Hex Nuts Sold Seperately Channel Areas of Section Axis 1 - 1 .-----,,,--- Axis 2 - 2 S S r In. cm In cm° In crn In cm 111 cm in citP In crn P1000 3.6 7.7 .r 1.5 - - ' 9.8 - teri4t, ,, ' '. .,6 1.7 P1001 ' 7.2 I' 38.7 , 9.4 2.3 '-' ;.: 19.6 118.7% . 64 7 P1000 &plooi CHANNELS FOR 1 (41 MM) WIDTH SERIES CHANNEL 1 1/4 LINISTPUT COLUMN LOADING DATA Maximum Column Load Applied at C.G. > 200 ELEMENTS OF SECTION I - Moment of Inertia S - Section Modulus r - Radius of Gyration = 2 am. Channel N Sizef Thread Gage Channel Allowable Pul -Out Strength Resistance to Slip Torque Lbs kN Lbs kN Ft Lbs N•m 3 <" Ye" '/2" r/ 6" ? i a 3/46" '/" - 10 - 11 - 13 - 14 - 16 - 18 - 20 12 P1000 P3000 P5000 P5500 yZ50 11.1 rt ZQOf 7.6 12 170 25Q0 11 1 -.500y= - 6.7 t'0t t 135 00 8.9 150 , - 6.7 50 y 70 °i406 ' 6 2 100 _ ,° 4.4 35t y 50 -.' --100 ;' 4.4 80f1 3.6 1r 25 8 0 3.6 sQ€r- 2.2 1 15 60G 2.7 r" 3t1 = 1.3 5 8 1/2' 1/2" lye" %" - 13 - 16 - 18 - 20 12 P3300 50 6.7 - 1 - 5 €6 - 6.7 x ''` ': 70 4.4 800 3.6 a 25 $00 3.6 'a ©0¢ ' 2.2 1 15 60 2.7 ,3O0 1.3 v . F " f :.. 8 1/2" Ya" %e" Y" - 13 - 16 - 18 - 20 14 P1100 & P4100 € "_ 1 Q0 s ' 6.2 4.4 5a .- .70 . 1.00F r r 4.4 750 3.3 �.'�1��� 25 ff0 e 3.6 " .., 0: ` 1.8 11 15 q 600 2.7 =: 30 1.3 8 Y" ' /s" %e° %" - 13 - 16 18 - 20 16 P2000 &1t P4000 Y0 4.4 _ 1000" 4.4 " 5( . 70 -- 1.000. -- 4.4 25 .. 800°,' +: 3.6 �� „r 400 ' 1.8 Ti., i 15 60 - 2.7 ' _ 30FT = 1.3 6 8 CHANNEL NUT LOAD DATA FOR 15/8" (41 MM) WIDTH SERIES CHANNEL MAXIMUM ALLOWABLE PULL -OUT AND SLIP LOADS May require? " or 1/2' thick fitting. Nut design loads include a minimum safety factor of 3. Note: Refer to the Channel Nut Selection Chart on the following two pages for the part number. __ _.._. �Aq�• 0 To: KRAIG PENR00 Weight, Clearance & Rigging Diagram - Indoor Makeup Air Handler - Gas Heating Item: Al Qty: 2 BOEING BLDG: 9 -51 CARPENTER SHOP From: JEFF MEYER , 2 -12 -97 12:05pm•- p. -6- - - of 7 ,FRONT OF UNIT AIR fi� if � NET WEIGHT SHIP WEIGHT 1223 ib 1343 lb /CLEARANCE 18" February 12,1997 NQF 003D Joist Designation - Approx. VVL in Lbs. per Linear Ft. (Joists Only) Depth in Inches SAFE LOAD* in Lbs. Between CLEAR SPAN IN FEET 21-24 25 26 27 28 29 30 I 31 32 33 34 35 36 i 18LHO2 10 18 12000 i 18LHO3 11 18 13300 18LHO4 12 18 15500 18LHO5 15 18 17500 18LHO6 15 18 20700 ;(431 1§P, ; 18LHO7 17 18 21500 18LHO8 19 18 22400 18LHO9 21 18 24000 22-24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 20LHO2 10 20 20LHO3 11 20 20LHO4 12 20 20LHO5 14 20 20LHO6 15 20 8 1, k ;Es ; ; r),R 20LH07 17 20 20LH08 19 20 20LH09 21 20 20LH10 23 20 44 STANDARD LOAD TABLE LONGSPAN STEEL JOISTS, LH-SERIES Based on a Maximum Allowable Tensile Stress of 30 ksi Adopted by the Steel Joist Institute May 25, 1983, Revised to May 2, 1994 - Effective September 1, 1994 The black figures in the following table give the TOTAL safe uniformly-distributed load-carrying capacities in pounds per linear foot, of LH Series joists. The weight of DEAD loads, including the joists, must in all cases be deducted to determine the LIVE load-carrying capacities of the joists. The approximate DEAD load of the joists may be determined from the weights per linear foot shown in the tables. The RED figures in this load table are the LIVE loads per linear foot of joist which will produce an approximate deflection of 1/360 of the span. LIVE loads which will produce a deflection of 1/240 of the span may be obtained by multiplying the RED figures by 1.5. In no case shall the TOTAL load capacity of the joist be exceeded. This load table applies to joists with either parallel chords or standard pitched top chords. When top chords are pitched, the carrying capacities are determined by the nominal depth of the joists at center of the span. Standard top chord pitch is 1/8 inch per foot. If pitch exceeds this standard, the load table does not apply. This load table may be used for parallel chord joists installed to a maximum slope of 1/2 inch per foot. Where the ioist span is equal to or greater than the span corresponding to the *7 SHADED area of the load table, the row of ling nearest the mid span shall be diagonal [bridging with bolted connections at chords and intersection. Hoisting cables shall not be released it this row of bolted diagonal bridging is completely talled_ Where the joist span is equal to or greater than the span corresponding to e SHADED area of the load table, all rows of bridging shall be diagonal bridging with bolted connections at chords and intersectionisting tiles shall not be released until the two rows of ridging nearest the installed. third points are completely The approximate moment of inertia of the joist, in inches W,_ = RED figure in the Load Table, and L = (clear span + .67) in feet When holes are required in top or bottom chords, the carrying capacities must be reduced in proportion to considered reduction of chord areas. The top chords are as being stayed laterally by floor slab or roof deck. The approximate joist weights per linear foot shown in these tables do not include ;ones. STANDARD LOAD TABLE / LONGSPAN STEEL JOISTS, LH SERIES ctaaPri on a Max imum Allowable Tensile Stress of 30 ksi 1 +CF DC6. INC. Ph n,, 502107.0707 11301 0110000 Drlre Fax: 102 -30-4400 lerter'entnwn, KY 40299-9990 DUST CONTROL EQUIPMENT TO: Boeing A'rrr4 Mr. Craig Penrod FROM: Jay Breslin RE: QUOTE NO, 007 -97 -110 I OTY Page 2 of 8 COLLECTOR SPECIFICATION: T3ATE: 1-27-97 UNIT DESIGNATION: LIMA 758K2IAD 753 SQ FT CA: WOVEN POLYESTER IvIEI)IA 208V/230/460V /550- 3-60hz CONTROLS (ADVISE UPON ORDF,RINC3) SHIPS: 4-6 WEEKS Region! Office! Alternate for 5,800acfm APPLICATION: system condition at collector inlet: ACFM: 5,800 and S.P. to 8 "w.g., amb.. Source: woodworks Dust: Wood Fines QESCT2,IPTION PRICE'" A 1 DCE Unilt self - contained dust collector generally as described in printed literature. Complete with an integral fan directly coupled to a TEFC motor. Fan and motor are mounted above the filter assembly on TT;" CLEAN AIR STT)E of the media. The filter section contains a multi- envelope, fabric, wire mesh inserted filler element. Furnished with 3/4 14P, TEFC shaker motor. Each unit furnished with hopper directly coupled to dust contain ^omplete with quick release sealer mechanism. Unit is filmished with e...trollur,(Unimaster controller automatically ensures filter media is shaken thoroughly each time fart is Turned off, and is complete with all motor controls, starters, contactors, tinter, overloads, and p?tshbtluort7 in cover of dust -tight box ) Paint Finish: 1,ead free rust, inhibitive primer inside and out followed by a modified alkyd finish coat. Weighted Sound level tested at 80 dB(A) at 3' -3" radius. PRICE FOR QTY OF (1), F.O.B. JEFF ERSON TOWN, KY (NO FREIGHT IS INCLUDED) "* PRICE QUOTATION IS VALID FOR 30 DAYS Add for: Rear explosion relief $650.00 WITH (2) 4 CU. FT. PAILS 25 HP TEFC FAN MOTOR APPROX, WT. 1,135 2,040 LBS 14r HsRSlin 30010 NE 2nd Street vhsbuugll. WA 98671 360-815 -0732- fax 160.335-0510 QUOTATION ISSUED BY: ) ....L .. Jaresr�- DCE, Inc: Regional Manager ph.360.83.5 -0332 1ax360 -835 -0516 513,0511.110 N\ i 0030 (2) P2785 BEAM CLAMP W/ P1354 ADJ. HINGE FITTINGS P1000 P1000 UNISTRUT BRACE 1 MAX P1001 UNISTRUT W/ P1354 ADJ. HINGE FITTING P1001 UNISTRUT W/ 1/2" DIA. THD ROD. En APPROVED OPEN WEB JOISTS @ 4' 0.C. P2786 BEAM CLAMP (2) PER ATTACH POINT 4)) TOTAL REQ'D. SECTION SCALE: 1/2" = 1' -0 12' -3" 24LH07 OPEN -WEB JOISTS @ 4' -0" O.C. 30' SPAN 24LH07 OPEN -WEB JOISTS @ 4' -0' O.C. 30' SPAN S506 S506 6' -6' AIR HANDLING UNIT 30' W18X55 30 30' SPAN P1001 UNISTRUT DIA. /2 THD ROD. P1000 UNISTRUT TYP. EACH SIDE, A S506 S506 2 1 MAX P1001 UNISTRUT SCALE: 1/2" = 1' -0" P1000 UNISTRUT BRACE in 5' -6" 6' -6' AIR HANDLING UNIT P1001 UNISTRUT (2) P2785 BEAM CLAMP W/ P1354 ADJ. HINGE FITTINGS S506 S506 1/2" THD. A36 TYP (4) PLS 1 P1001 UNISTRUT FACILITIES DEPARTMENT 1/2' THD. A36 TYP (4) PLS P2786 BEAM CLAMPS P1000 UNISTRUT �- OVER 1/2" THD, ROD. USE P1026 A' EACH ROD AT T EACH D A36 36 END P1001 - UNISTRUT 1/2" HEX HEAD BOLTS TYP. (4) PLS - r OPEN WEB JOISTS P1001 UNISTRUT SECTION SCALE: 1/2" = 1' -0 ", S506 S506 ACC CI TlQ1 PND SPECIFIGiIpN i5 APPRDYED APPROVED: HY... DEPT. P2786 BEAM CLAMPS B - 1r P1001 UNISTRUT P1000 UNISTRUT W/ P1354 ADJ. HINGE FITTINGS TYP. EACH END (2) REQ'D. L EACH SIDE JON BURKS CHECKED JON BURKS CHECKED - ln APPROVED (r, JY APPROVED 1 2%76/97 2/10/97 - 2 , 14 , 1 1 1 SUER. - STRUCTURAL MASTER P1000 UNISTRUT OVER 1/2" THD. ROD. USE P1026 90' FTC. AT EACH END LEGEND: 1APV GENERAL NOTES: SECTIONS AND DETAILS BLDG. 9 -51 1. VERIFY DIMENSIONS IN THE FIELD. 2. THREADED ROD SHALL BE ASTM A36 STEEL . 3. UNISTRUT FITTING CONNECTIONS SHALL BE MADE WITH 1/2" DIA. BOLTS AND UNISTRUT SPRING NUTS. 4. OPERATING WEIGHT OF AIR HANDLING UNIT IS 1223 LBS, 5. NOTIFY JON BURKS CI 655 -5338 FOR INSPECTION OF AIR HANDLING UNIT FRAME AND INSTALLATION. CCON NOTES: Lam-` REMOVE EXISTING CAPPED CEILING AS REQUIRED TO INSTALL SUPPORTS FOR AIR HANDLING UNIT. INSTALL AIR HANDLING UNIT SUPPORTS AT JOINTS (VERTICAL & DIAGONAL CONNECTION) OF OPEN -WEB JOISTS. D.C. RECENED CITY OF TUKNKA FEB 2 7 1997 PERMIT CENTER LIST REW^✓N! S".. PEE S506 D. 757207 -01 DWG NO. 9 - 51 -5506 na A 3000 PSI GROUT 1 1/2" THICK. BEVEL EDGES C 45" EXIST. CONCRETE DETAIL SCALE: 1 1/2" = 1' -0" ADDED ROOF PENETRATIONS 757207 -01 PARTIAL PLAN SCALE: 1 1/2" = 1' -0" L3X3X1/4 28LH06 OPEN -WEB TRUSS e 3/4" DIA. ANCHOR BOLTS / MIN. EMBED. 3 1/2" INTO EXIST, CONCRETE RATE 5 20 -19 BASE PLATE PER DUST COLLECTOR MANUFACTURER 505 6' DIA. EXHAUST PIPE TYP > 3/16 IV RING CLAMP 22 GA. GALV. FLASHING L3X3X1/4 WELD TO TOP CHORD OF 28LHO6 OPEN -WEB 1RUSS P2867 BEAM CLAMP SECTION SCALE: 1" = 1' -0" REASON P1000 UNISTRUT MIN. 1/2" DIA. A36 THD. ROD P1000 UNISTRUT 1/2" DOUBLE NUTS S12 BY APPROAED W18X55 SECTION SCALE: 1" = 1' -0" DATE 4' 28" DIA. 24 GA DUCT 28" DIA. 24 GA DUCT SUPPORT SPACING ©. 12'-0" 0.C. ASPHALTIC SATURATED PACKING 16 GA. SHEET METAL COLLAR 8 "H X 1' -6" L 48# ASPHALTIC PAPER MOPPED ON EXIST. ROOF DECK AND ROOFING L3X3X1 /4 WELD TO W12X26 BOLT PIPE FLANGE TO ANGLE W/ 1/2" HEX HEAD L3X3X1/4 DOLTS C 1M11 5505 6" 16G,4. STEEL L STUDS ®16 "0.C. P1026 UNISTRUT 90' FITTING P1000 UNISTRUT W/ 1/2" DIA. THD. ROD THRU STEEL STUD. (2) PER SUPPORT P1000 UNISTRUT LONGIT. BRACE @ 80' -0" 0.C. MAX 60' EXTEND P1000 UNISTRUT TRANSVERSE BRACE CO 40' -0" 0.0. ID 1000a UNISTRUT W/ 1/2" DIA. THD. ROD THRU STEEL \ P1026 UNISTRUT STUD. (2) PER SUPPORT 90' FITTING zt w FACILITIES DEPARTMENT 1/4 V 1/4 V SECTION SCALE: 1" = 1' -0" 6" DIA. EXHAUST DUCT BOLT PIPE FLANGE TO UNISTRUT W/ 1/2" HEX HEAD BOLTS P1000 UNISTRUT W/ 1/2" HEX HEAD BOLTS, P1010 NUTS, P1026 & P1354 FITTINGS TYP. ALL FRAMING NOTE:SUP/0R7EXHAUST PIPE AT 10' AND 20'. SECTION SCALE: 1" = 1' -0 APPROVED A V s C D E S+ ABI D / SPEW.. S APPROVED DEPT. L3X3X1/4 1 n 1 M11 5505 GOWN B JON BURKS JON BURKS CHECKED PPAKMM G.M APPROVED CV — ------------ - S12 IS505 EXIST. WALL GIRT C8X 13.75 L3X 1X1/4 EXIST. 08X13.75 WALL G.RT P1000 UNISTRUT W/ 1/2" DIA. THD. ROD THRU STEEL STUD. (2) PER SUPPORT o p STRUCTURAL MASTER LEGEND: 2/10/97 2/10/97 2/25/97 SECTIONS AND DETAILS BLDG. 9 -51 GENERAL NOTES: 1. VERIFY DIMENSIONS IN THE FIELD, 2. THREADED ROD SHALL BE ASTM A36 STEEL . 3. UNISTRUT FITTING CONNECTIONS SHALL BE MADE WITH 1/2" DIA. BOLTS AND UNISTRUT SPRING NUTS. CONSTRUCTION NOTES: 1 . INSTALL AIR INLET GRILL AROUND DUCT PENETRATIONS. FASTEN GRILL TO L3X3X1/4 FRAMING WITH #12 -14 SELF THD. SCREWS. MINIMUM (12) REQ'D. PER GRILL. PAINT GRILL TO MATCH EXISTING BLDG. COLOR. CAULK AND SEAL AROUND DUCT AND METAL SIDING WITH CLEAR SILICONE CAULKING. FRAME AROUND 24" X 60" DUCT OPENING. USE 4" 20 GA STUDS (SAME AS EXISTING WALL). USE #8 -18 X 1" LG FLAT HEAD SELF THREAD SCREWS 0 6" 0.C. 030 I '� p ro ct W. O J1N 2q 1991 II:i1C h1 ECEIVED CITY R OF TUKWIIA j. I1I 2 :3 1707 PERMIT CENTER D.C. JOB No. tAs'T I S505 757207 -0 9- 51 -S505 RE ISSUED FOR CONSTRUCTION g 44 . 2' LAST REV JUN "I' L ISSUE FOR 30'/. REV1E RJ - 2 �� 1 RB -3 1 IT.O.S. 1311' -3' Fw. � 3 T.O.S. l30 " -0" • I • 1 / 1iJ -2 1 \ , I / I ,I / I / RJ -2 toe WA AWED RGCP '757 •I I • S 2 S 5 1112 "nCK18 SID::. 4 •T GRID LIIIE$ 'A' I/ I T.O.S. 131' -3 I I / I 3 130' -0 TO I'D' \ 1 ? fr RC -2 1 131 3/4" a BRIDGING RG -2 T.O.'. 131' . 131'-C (VLLY! ...... PENE 1�1 I QR G T.O.S. 130'-0" SUBTITLE ROOF FRAMING PLAN T.0.1 GT;;"' WELD rc3x V.f Ttr 7 ,P GNOIeD of t$LM OPEN -WEB Jo1sri WELD PER A.WS, PEc,/F /C,j aY wFIBp GERTI WELDER. Typ(4) PL S 131' - 1 1997 ECEIVEG CITY R OF TUKWIA a!;4r1 PERMIT CENTER 000 000 J 00 000 V r//4' , ■I■■ ■ � / / / i mom • 100.051-1000 5. = ISBLE FOR BID 1'-0 3/4" P4 GIRT Q LINE I GIRT LII.E BR -4 VERTICAL BRACING BELOW j .1 S BRACING BAR 2 X 1/4 TYPICAL TOP W JOIST GRIDS 'D' TO 'R' RS T.0.S. 130' -0" RD-1 T.0.S. 130' -0" 131' -Q 1/2 1 1/2" CECK 18 GAGE 3 SPAN CONT SIDE SEMIS WELDED 8 12" CC W 6 PADDLE WELDS 0 EA SPRT WITH 3" TOPPING SLAB BETWEEN GRID LIKES '3' AND '4' ON.Y FROM GRIDS '0' TO 'R' NOT 3 / 4 "I I Cu/ I1 1? 1l * DRAWING INDEX DWG. NO. SHEET NO. SHEET TITLE 109 -51 —Al Al TITLE SHEET 9- 51 —S506 S506 DETAILS 9- 51 -1M10 1 1M10 HVAC PLAN 9- 51- 1M11 1M11 HVAC PLAN 109- 051 - 4001' M1 PIPING PLAN 109 -051- 4001 M2 PIPING PLAN %20) PROJECT SITE 99 - �\ 14 -01 REVISION mow A 757207 - 01 AIR HANDLING UNIT cE VICINITY MAP OXBOW LOT 99 FROM DOWNTOWN SEATTLE � 2 .a& , v\ FROM SEATTLE- TACOMA AIRPORT D ° 3 LL BY JBURKS APPROVED • g EING ACCESS \\11 ° 1u 1 599 EAST MARGINAL WAY TUKWILA CORPORATE PARK DATE 900 EXIT 157 r 047 158 HOE NG JEEPJEEflS GROU G. 9=51 RSTALL A_R HANDLNG UNMTS ' C 1 FROM KENT & AUBURN DEVELOPMENTAL CENTER EXIT 157 900 NO SCALE REVISION AREA MAP • PROJECT' SITE 9 -96 BLDG. ADDRESS: 9725 E. MARGINAL WAY S. TUKWILA,WASHINGTON 9- 0 9 -51 BUILDING LOCATION APPROVED BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 DATE ass 9 -140 MFC maim pr 44 iI IU FACILITIES DEPARTMENT 101 NO SCALE \ \ 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 GARY TALLER AT BLDG. 9 -51, COL N/1, AFTER COMPLETION OF THIS CONSTRUCTION. PROJECT CHECKLIST CHECK BOX THESE DRAWINGS CONFORM TO THE 1994 U.B.C., U.F.C., U.P.C.,' AND THE 1990 BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. 51 ENGINEERING CALCULATIONS (IF APPLICABLE ) ❑ ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33—A. ❑ BUILDING FLOOR NUMBER ON PRINT FOR, AREA OF CONSTRUCTION. NUMBER OF FOR PERMIT PACKAGE ❑ 1. GENERAL PERMIT, (SHELL & CORE) 6 SETS OF ENERGY, CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH UTILITIES 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 El 2. TENANT IMPROVEMENTS, 2 COMPLETE SETS El 3. MECHANICAL, 2 COMPLETE SETS ❑ 4. FIRE PROTECTION /SPRINKLERS, 2 COMPLETE SETS El BRIEF PROJECT NARRATIVE THIS TENANT IMPROVEMENT JOB CONSISTS OF THE FOLLOWING: INSTALL (1) NEW DUST COLLECTOR RATED TO 5800 CFM, 25 HP RELOCATE (1) EXISTING DUST COLLECTOR RATED TO 5600 CFM, 25 HP INSTALL (2) REPLACEMENT AIR HANDLING UNITS, 5700 CFM (EA), 1223 LBS (EA) ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 ® SEATTLE, WA. 98124 CHECKED ACCEPTABILITY 5 REYNOLDS THIS OESICN AND/OR �' SPECIFlCATION..IS APPROy) n APPROVED BY DEPT. CHECKED DATE oD- APPROVED EIM APPROVED LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING GROSS BUILDING 1ST FLOOR BUILDING 2ND FLOOR PROJECT SF STORIES. OCCUPANT LOAD: HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE DATE 12 -20 -90 SUS I. TLE ARCHITECTURAL MASTER CODE SUN:MARY icM TUK UB 1 UBC, WASHINGTON. STATE ENERGY CODE, WASHINGTON STATE BARRIER FREE CODE AND ADDITIONS PER CITY OF TUKWILLA B2/H2 TYPE II —N 77,077 SF 51,757 SF 25,320 SF 3,732 SF 2 NO CHANGES l � BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT 4F p 0V %l ,re -w- r 011 attiTe .i■EL 11 ..ndtt" omiss'un and?op ndery h viola;lori of at-k •oerrersa 11 orize t of moo'' ' f oc E cde or ordinano Receipt plan .:ck� ,�,N.,d9ed.. scopVofappr0 dp dfq / it,: ' ,,, 5' VNrntitN - 0 30 TITLE SHEET BUILDING 9 -51 D.C. SEPARATE REC'U1' G L , VIECH E , E 0 r RECEIVED CITY OF TUKWILA FEB Z cT I997 PERMIT CENTER LAST REVSION 5YMBOL SHEET A -1 DWG N0. 775116 — 00 9 -51 —A1 DATE