The URL can be used to link to this page

Home My WebLink AboutPermit M02-020 - BOEING #9-90BOEING #9 -90 9725 E MARGINAL WY SOUTH The granting of this per regulating constructi Signature: doc: Mech oas City of Tukwila Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TUKW Suite No: Owner: Name: BOEING Address: PO BOX 3707 - M/S 1F-09, SEATTLE WA Contact Person: Name: JAMES W. MILLER Address: MCKINSTRY CO., 5005 3RD AVE S Contractor: Name: MCKINSTRY COMPANY Address: 5005 3 AV S, PO BOX 24567 Contractor License No: MCKIN * *372NO Permit Center Authorized Signature: MECHANICAL PERMIT Tenant: Name: BOEING #9 -90 Address: 9725 EAST MARGINAL WY S, TUKWILA, WA Value of Construction: $150,000.00 Fees Collected: Type of Fire Protection: MO2 -020 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 - 832 -8112 Phone: 206 762 -3311 Expiration Date: 01/02/2004 DESCRIPTION OF WORK: VOLUNTARY SEISMIC/SWAY BRACING UPGRADES. ADD SWAY BRACING TO MIXINGNAV BOXES AND DUCT. ADD BRACING TO EXISTING HVAC PIPING. DEMO AND REROUTE SOME DUCT AND PIPE TO AVOID NEW STRUCTURAL MEMBERS. Uniform Mechnical Code Edition: 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. Date: does of presume to give authority to violate or cancel the provisions of any other state or local laws e p;Jormance of work. I am authorized to sign and obtain this mechanical permit. Date: MO2 -020 02/20/2002 08/19/2002 $97.87 1997 2 -2 -0 Print Name: E / /lit. C�l�GA/ 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. Printed: 02 -20 -2002 00 ND W • 0 J D • n 1- O Z I— W W ' DO O 01— W W ti. z V � O I Parcel No.: 0003400018 Permit Number: MO2 -020 Address: 9725 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 01/30/2002 Tenant: BOEING #9 -90 Issue Date: 02/20/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building 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. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 10: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 11: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this per does not presume to give authority to violate or cancel the provision of any other work or local laws regulating constructs or tom• formance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS MO2 -020 Date: Printed: 02 -20 -2002 II Z � O W D p, 0 0 1— WW W z U= O I` z I Project Name/Tenant: _ xr.JG 1x D A . ct I — r 0 ; ,. . Value of Mechanical Equipment: nea .►.)C -i- J Z•a v CA/ "7" Site Address : ;_. City State/Zip: 17 aS E , ,t IAJA`( $ , '9Pala ax Parcel Number: Property Owner: Date: t . 2../e, Print na Phone: ( ) Street Address: M e' AS #411!:47■6` Phone: (_ G ) City State/Zip: Fax #: ( ) Contractor: / h s 6c, , 3°` Ave . S . Phone: (004 ) 7e 2 , 2.1.7' I I Street Address: �/� /� .5 5 3 t ' AEG , 5 c ` . . e � - w - r-r - City State/Zip: 1 6/ 3 c ' Fax #: (am y )7th 2 , zth 2.-" ( Contact Person: lT M 6:s GJ U. i = .44.- Phone: (xv(p ) c 63.3Z - S./ IT. Street Address: -1...S ...4.1144/6 City State/Zip: Fax #: (z 8„13Z , €G 9' BUILDING‘O,W R:'OR.AUTHORIZE A ENT:' ; ,. . Signature: Date: t . 2../e, Print na ,M � � Phone: (_ G ) 8 S 1 t Z Fax #: o4 . ) 832 .96 a S Address: 3°` Ave . S . City/State/Zip: . kvA 1 e / / tette 445 CITY OF Te' YWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 r12 —r (."2.4 L_ AA L M �7 V, . S Project Number: Permit Number. MO3O2O STAFF USE ONLY Mecha rcal Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. CO , ova MECHANICAL;PERMIT,REVIEWAND APPROVAL REQUESTED: (TO RE FILLED . OUT'BYAPPLICANT) Description of work to be done (please be specific): tt V .imprtl2`e t/PAP.Abi S' /r ADD SWAY AG , J 70 ,txpt-r-"Iit' /vA'J &i e S iJvG A 7 Ex=ST.t.,,,c / V/1 G F'zP - Li — b €m p A izE la add - re Cat) C.' 7 .A nJ p 7v s(, ve nl Current 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 OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 'ri R r52&Je4.5 ? a 4 , 91t-x-r :,moo i - 3417 C5okcist 14) 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 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Date application accepted: 1 - 30 - 0a Date application expires: 1 - 30 -0 2- Application taken by: (initials) 11/2/99 uiecl. perndr.doc • ✓ ./ Submittal Requirements Floor plan and system layout /.4 Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) i Details and elevations (for roof mounted equipment) and proposed screening 4 Heat Loss Calculations or Washington State Energy Code Form #H -7 H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut- off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical Code 1009). b Specifications must be provided to show that replacement equipment complies with the efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code. Structural engineer's analysis is required for new and the replacement.of existing roof equipment weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be stamped by a Washington State licensed Structural Engineer. 11/2/99 miscpml.doc COMMERCIAL: Two complete sets of drawings and attachments required with application submittal RESIDENTIAL: Two complete sets of attachments required with application submittal New Single Family Residence Change -out or replacement of existing mechanical equipment I Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace Mechanical Permits NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. Submittal Requirements Heat loss calculations or Form H -6. Equipment specifications. Narrative with specification of equipment and chimney type. If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe condition. NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: MCKINSTRY CO Current Pmts Amount MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Parcel No.: 0003400018 Permit Number: MO2 -020 Address: 9725 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 01/30/2002 Applicant: BOEING #9 -90 Issue Date: Receipt No.: R020000240 Payment Amount: 97.87 Initials: SKS Payment Date: 02/20/2002 10:17 AM User ID: 1165 Balance: $0.00 Type Method Description Payment Check 5290 97.87 Description Account Code 000/322.100 78.30 000/345.830 19.57 Total: 97.87 40,60 02/21 9716 TOTAL. 97.07 Printed: 02 -20 -2002 A Pro ject. � Typ Inspection~ Address:: 9-0-5 E _ More l L � Date called: — 7' f to ' Special instructions: Date wanted: a.m� - 1 - 1 ` - P.m. Requester: �fJ' h Phone: r 20 (Q - 30- 9223 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , PERMIT NO. / / ice / '� ( (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: . For 5 ava c1 v -0,,.-R 014 40 C elver 2 -) 2._.'\ Fl ME 0.vor!ront 0 le- -1-r) Co v-e r - e v v v Co W Inspector: 1?( Date: " /— l O - o \ �✓w.JX4Qtiirt.�...:.t.i Sh..�'.... fw: ��..� a : <t .�!: )=iF"i ::i;i',: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: : rrlattaa.Lf-42a2a'd . L,` ii itlr'^A t+S3t `" Li attri r9 3:4 YUchJ;. x1�? INSPECTION RECORD Retain a copy with permit INSPECTION NO. - 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Pr ject: _� - o Address: O 7)6" .F toy. :Special instructions: Typetif Inspection. Date called /e, Z Date wante �m} /// - I2/o P.m. Reque r: Ph7O (P S s - 35 1 {g CO ` ENTS: • C/ 4 ..404 — r' n � -twit _ Date: Approved.per applicable codes. $4 AO REINSPECTIO FIE REQUIRED. Prlo to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Caii sdhedule reinspection. Receipt No: Date: k( CiAl (206)431 -3670 PERMIT NO. Corrections required prior to approval. 4; .ectc• o :: Type .gfjlnspection: — / . /t / A r Datecalled: / z//a2— — ,Special' instructions: Date wanted: �.m. �Z- ( p m Requester Phone .�0 6 -2 5 — ?S"ze? x.� IN RECORD` Retain a copy . with per INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd #100; Tukwila;yWA :98188 PERMIT NO. (206)431 -3670 'Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: t^0 !"O 4 w -f f l \ G T-4 "T i � � r� �G s` @ UGr r1 v to s,t d0✓ (!!k_ *) T L'L41_t Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: (n $ T of Inspgo C r o V �� Ad Address. 97X nicu Date a : � © /oa Special instructions: J y Date n��` / c n >! ca Requester), " f -7r G VI . Phone �oLC2_ — ?5 rl P.41.1 Vis ' INSPECTION RECORD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: S 100 U n DV , C ■er Inspector: Date: (0 o2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •awl•uk-kiia:utY;�tat«�.,f Project: U A - M 9 60 -90 Type of spection: ' ,' . 01 . – Address: _.... q7A5 E . MaAl.tobj. Date called: 494)=.0 Special instructions: . Date wanted:' Requester Phone. JOb— e253 3.gR INSPECTION NO. 4 6 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V • s 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: ( ' S r_J7€ • Er • 4:4 :— 6 e qc • • ' • / 41 • 41_ ".."( s'et5 e" 49.0-72 . , • Inspector: ,e1 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 'Date: Pro ct: � r'fr ; o Typ Inspection: `4" --'" b - -=,fi t A ress: 7S . Date called: • S • 2 O Date Special instructions: wante m. ' / 21 / 0 Regye J,. i Phorye;n s . C " 352g INSPECTION RECORD Retain a copy with permit INSPECTION CITY.OF TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA- 98188 PERMIT NO. :‘ •. , 431 -3670 Approved per:applicable codes. Corrections prior to approval. /� ►..� � ; COMMMENTS: a • Date: 0 $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proje I � -f n `Rd Type of Inspecti J , - h Addres 6 0) -I c Mar C. Date called: — to 0,2, -;-. Special instructions: Date wanted: �m S- 6 --0,? p.m. Requester: rG vt Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY_ OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector:` Corrections required prior to approval. COMMENTS: 2 ' F Joy SE auo,dr,,,,,A-- O k_ 41 Date: s , ' Z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid •at` Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: E ; P r o j e c t : • 13 o-wi 9 T y p e f Inspection :.' '. J u G► = I r CQ. rPV . Address: 72.5' 6 cti m • wy Date calle Special a r m r'Pa/J tJ Date wanted .._ .. a.m: Requeste • rG ".. Phone: .0 &. 2 s S- 33 1 g; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. (206)431= 3670, Rr Approved.per applicable codes. Corrections required prior to approval. COMMENTS: I S$ 4- t r Snt k— 4 o C0 r Q\L a-c' CO„er Inspecto PERtvIit Date: — �� 0 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: # { xr. r a� 4r +rt • s , Y' t R.. y , ... , a > •�� ; {�f r it < < �; .:... I Pr j d: 4*1 6 Ty f Inspect' n: rr !/7 Date calll d f 7 �,C) q 7 s c. - . Special instructions: Date wanted. y 0 / Requnr Php: .5 - 5 . . . s) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. I Approved per applicable codes. - Corrections required prior to approval. COMMENTS: Floor .t1{ • SO o4 LS Q,,larrrcI.4•+ ./ D l'- -- 46 — I v.5∎1lrt1 Inspector: t/ ,S24. Date: 6 z $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to'schedule reinspection. Receipt No: Date: 1 I 1 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -367 Project: a. O l in i -I ' l' e of I spection: UU ri k —1 v\ — �'Tp - kc t r , ( v. St Address:. 0 172.- E. Mc,r t,). s Date called: 3- \ )--o a Special instructions: Date wanted: a.m 3 - 1?S P.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 51- F oo / )0141 nv.d • Snlrah WI- S- D un e \,r. 5 I 4 AA v1 csr \M 1 o \ O!' ct4- l ovt CA L- YNC t, \c,4- to ); t �(r , r`c - t/\C4t !r. (X* Y�St t 4V� VN SQPCAinV\ 1 ■ INSPECTION RECORD Retain a copy with permit (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. Date: n $47:00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Lektt itnatmeastimmettanaMINEMBBNEBBSWASS 1 Z � W U) FA ILI co w �' w Q rn o uj W C.) OH = W . �O ti U O Z f Revision No. I Date . Staff Received I Initials i Date Issued Staff I Initials I 1 ! Summary of Revision: Revision I No. I Date Received I Staff Date 1 Initials Issued Summary of Revision: Staff ! Initials / I p2 a- e a 1 � _S 1 3 6 - -c' 1 ." S Summary of Revision: / t- ez-ew —, /21>'�- `"`'-1 --;- ,'�..C2e' -e)°-e (: ee ,, eri-4.. � Received By: K c E Ai Revision No. I Date . Staff Received I Initials i Date Issued Staff I Initials I 1 ! Summary of Revision: 1 Received By: Revision No. Date Received Staff Initials Date Staff Issued Initials 1 • I I I Summary of Revision: Received By: Received By: Revision No. Date Received Staff I Initials Date ! Staff Issued Initials 1 I 1 1 Summary of Revision: Received By: PROJECT NAME: &Lee- Site Address: cc' REVISION LOG PERM .JO:. .45C...? Original Issue Date: e s/e print (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: 1 (please print) (please print please print ACTIVITY NUMBER: MO2 -020 DATE: 01 -30 -01 PROJECT NAME: Boeing 9 -90 SITE ADDRESS: 9725 East Marginal Wy S SUITE # 4 4 ___Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Build i : l'vision Public Works Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention ex e AWG Structural Incomplete n Not Applicable Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DUE DATE 02 -28 -02 Not Approved (attach comments) n DUE DATE: 01-31-02 REVIEWER'S INITIALS: DATE: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: itoeStinitt z w - QQ � W V 0 0 �w co IL. w 0 �Q = d . 1— w z ZO v� O 0H w U. O wz U= OF'" z I DEPARTMENTS: Buildirlg"Uivision Putt Public Wor s Oft Fire Prevention Il 34.o' Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete U Incomplete ❑ TUES /THURS ROUTING: Please Route ❑✓i Structural Review Required APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: 1a.1vu.ih.6 I.N.ww 2.28.02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MO2 -020 DATE: 2 -28 -02 PROJECT NAME: BOEING 9 -90 SEISMIC UPGRADE SITE ADDRESS: 9725. E. MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued Planning Division Permit Coordinator DUE DATE: 3-05-02 Not Applicable ❑ Comments: Permit Center. Use Only INCOMPLETE LETTER MAILED:. LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 4-02 -02 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: z w 0 CD 0 CO J w • 0 u-_ z � W w U0 ON I— tu u. .. z U O DEPARTMENTS: Building Division Public Works Complete Comments: wwom.g m.y..,vf. 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MO2 -020 DATE: 2 -28 -02 PROJECT NAME: BOEING 9 -90 SEISMIC UPGRADE SITE ADDRESS: 9725 E. MARGINAL WY S O'riginal'Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued Fire Prevention Structural DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 3-05-02 Not Applicable ❑ Permit Center - Use Only INCOMPLETE,LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 4 -02 -02 APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: C 4/6' REVIEWER'S INITIALS: Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION: LETTER MAILED: QQ • � J U U O W O w W J w • 0 g Q _ I— w I- O Z l— U �. 0 o 111 u I- IL. W z U 0 I... z I ACTIVITY NUMBER: MO2 - 020 DATE: 2 - - PROJECT NAME: BOEING 9 -90 SEISMIC UPGRADE SITE ADDRESS: 9725 E. MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ TUES /THURS ROUTING: Please Route ❑ Str REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: .ar.vvm.b a..N.Uv... 2-28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete I . eview Required cs� Planning Division Permit Coordinator DUE DATE: 3-05-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: ❑ No further Review R qu ed 1X1{ DATE: 3 5 g2— DUE DATE: 4 -02-02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: z w 00 co 0 ww J ! LL w 2 u. 0 2 d z F-' W w U � 0— 0 I— wW H IL. O , z . _ O d PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MO2 -020 DATE: 01 -30 -01 PROJECT NAME: Boeing 9 -90 SITE ADDRESS: 9725 East Marginal Wy S SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division X Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Incomplete Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Codnditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 DUE DATE: 01-31-02 Comments: No further Review Require DATE: Planning Division Permit Coordinator Not Applicable DUE DATE 02 -28 -02 Not Approved (atta h co ments) DATE: DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: MOO' t 2 MECHANICAL PERMIT APPLICATIONS INSPECTIONS ❑ 2 Pre - construction ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 610 Chimney Installation/All Types ❑ 700 Framing ❑ 1080 Woodstove ❑ 1090 Smoke Detector Shut Off 1 100 Rough -in Mechanical 1101 Mechanical Equipment/Controls 1102 Mechanical Pip /Duct Insul 1105 Underground Mech Rough -in 1 115 Motor Inspection 1400 Fire - Final ❑ 1800 Mechanical - Final 4015 Special -Smoke Control System CONDITIONS 10003 10005 ❑ 10014 10016 10019 10001 No changes to plans unless approved by Bldg Div 1000' Plumbing permits shall be obtained through King Co Electrical permits obtained through L & I All permits, insp records & approved plans available Readily accessible access to roof mounted equipment Exposed insulation backing material All construction to be done in conformance w /approved plans 10027 Validity of Permit 10036 Manufacturers installation instructions required on site 10041 Ventilation is required for all new rooms & spaces 1004' Fuel burning appliances 10043 Appliances, which generate.... 10044 Water heater shall be anchored.... Additional Conditions: TENANT NAME: i FEES Plan Reviewer: q-TD Basic Fee (Y/N) Supplemental Fee (Y/N) Plan Check Fee (Y/N) Furnace /Burner to 100,000 BTU (qty) Over 100,000 BTU (qty) Floor Furnace (qty) Suspended /Wall /Floor- mounted Heater (qty) Appliance Vent (qty) Heating/Refrig /Cooling Unit /System (qty) Boiler /Compressor to 3 HP/ 1 00,000 BTU (qty) to 15 HP /500,000 BTU (qty) to 30 HP /1,000,000 BTU (qty) to 50 HP /1,750,000 BTU (qty) over 50 HP /1,750,000 BTU (qty) Air Handling Unit to 10,000 cfm (qty) over 10,000 cfm (qty) Evaporative Cooler (qty) Ventilation Fan (qty) Ventilation System (qty) Hood (qty) Incinerator — Domestic (qty) Incinerator — Comm /Ind (qty) Other Mechanical Equipment (qty) Other Mechanical Fee (enter $$) Permit Tech: Date: Add'I Fees — Work w/o Permit (Y/N) Insp Outside Normal Hours (hrs) Reinspections (hrs) Miscellaneous Inspections (hrs) Add'I Plan Review (hrs) Date:2 ACTIVITY NUMBER: MO2 -020 DATE: 01 -30 -01 PROJECT NAME: Boeing 9 -90 SITE ADDRESS: 9725 East Marginal Wy S SUITE # Original Plan Submittal Response to Incomplete Letter # Response to'Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n Comments: Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP n n TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (4 weeks) CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required Approved n Approved with Conditions REVIEWER'S INITIALS: _5 t REVIEWER'S INITIALS: DATE: Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 01-31-02 Not Applicable No further Review Required DUE DATE 02 -28 -02 Not Approved (atta h comments) DATE: a � D \Z DUE DATE Not Approved (attach comments) n DATE: 0 • FEB -28 -2002 11 53 MCKINSTRY Co. Date: 0/249/0Z City of Tukwila Department of Community Development - Permit Center 6300 Southoe rater Blvd, Suits 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals mat be submitted in person at the Permit Comer. Revisions will not be accepted thron s the snaiL fke, ec ❑ Response to Inoompl.tc Lt+Iter 0 _ ❑ , ;Response t4 CoereetioA •Lard ® Revision . _l_ s#lsr Permit•Ss Issued . •. . .1)04 Nib/ a rratoartht +r_ . Aism tK Plan cheek/Permit •Number: , MO2 -020 Project Nsme: • ' 4 B1412119".90 Project Address: •. 972. Bast :Margia1iWBY South comsat Person: James hiller. . Phone Nu mba 2t'‘ • 832. B! t Z •. Summary of Revision: • VL orrAf ' c sEssr. ice,/e wrtw • KkAfx•41: :. uPe . x., -Ir d a 'U SW. fi'ite -rit6 ' P fote"A+ve4r Qp : - MO Tr.A • 4A' 426 124 4 _ ROW4 -an ,acaP.w 206 7622624 P.03/03 RECEIVED rrrV rr T.IKWIIA PERMIT CENTER Shset baeo): .trade ld ' .:.„,./ f ass. ,N4�+�ri _ddio , M1q- 4 MZS,'43.1 'VOW or WillehtillgOONS yreNSToa darsi ltiei►idon . , Rocolvsd the City of lltkwile Peonk Center by:. • 0 BE :sd •in Sivas oa : ' < O L • • TOTAL P.03 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O Response to Incomplete Letter # _ O Response to Correction Letter # ® Revision # 1 after Permit is Issued Plan Check/Permit Number: MO2 -020 Project Name: Boeing Bldg #9 -90 Project Address: 9725 East Marginal Way South Contact Person: James Miller Phone Number Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ® Entered in Sierra on z I W I 00 w LU ui 0 2 g Q ie 0 P- ill p U O N 01- w w I f- %ii U = 0 z RECEIVED CITY OF TUKVVILA jAN :2002 PERMIT CENTER MoaOO • ,„•• .., • . ' • . • . .•;. 2 a • DI-. ; EN I (.::,- L.(..1: -\.\.L` t.',-)!.... -.... . F ....:.) 00 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL .1 (.0 0. 0 W • , LIJ I REGIST. # EXP. DATE U) LL ,ti CCO1 MCKIN**372N0 01/02/2004 EFFECTIVE DATE 08/20/1963 MC KINSTRY CO .I. 5005 3RD AVE S i PO BOX 24567 •■ Ui SEATTLE WA 98124-0567 1 g. i st• Z I—• i 4.23 '_"---r-t7=-..--=:-.- ....--,-,--; -- — --...._.....:L.-- .... ,,--,--__....4.-----_..••.... D a 0 (0 . o — o 1- .5-___ eu,t;i w ul , "Ii-.-- dt 9 , z .-: -;" 7 E1' . . • 41-1i).:4'+-- 0 ..■ . ....., 4 ; L2'.'1111C. '1 i2UjL4.42‘'-' CILA/4 t'-) 1.:..***1.,E:f04k.4111510-.12 1 .11 I ' 0 l' Z .-.. cr„ ueLic 6 , 1 _ 0 ‘.,, ,..... 6 i -- SY A VICINITY MAP 99 FROM SEATTLE- TACOMA AIRPORT ROM DOWNTOWN SEATTLE EAST MARGINAL WAY CORPORATE PARK 599 TUKWILA DEVELOPMENTAL CENTER 900 FROM KENT & AUBURN NO SCALE EXIT 157 900 REVISION BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 BUILDING 9 -90 STRUCTURAL UPGRADE PERMIT J #703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 - BY DLR GROUP DLR GROUP DLR GROUP APPROVED DATE GTM 07 18 01 G.M. GM 10.19.01 2.21.02 SYM UILDI AREA MAP BUILDING ADDRESS: 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON PROJECT SITE 9 -90 BUILDING LOCATION 0 NO SCALE REMSION eLA O E /A G 9 -90 STRUCTURAL UPGRADE PER IT SET APPROVED DATE BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 gLATIZEZAW ® 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 1997 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. • ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10 -A. ® BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION. ® NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: ❑ 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS ❑ 5 SETS OF STRUCTURAL DRAWINGS ❑ 5 SETS OF STANDARD DETAILS ❑ 5 SETS OF ENGINEERING CALCULATIONS ❑ 5 SETS OF ENERGY CALCULATIONS ❑ 5 SETS OF CONSTRUCTION SPECIFICATIONS ® 2. TENANT IMPROVEMENT (NON- STRUCTURAL): El 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 4 SETS OF STANDARD DETAILS ❑ 4 SETS OF ENERGY CALCULATIONS ❑ 4 SETS OF CONSTRUCTION SPECIFICATIONS ❑ MECHANICAL, 4 COMPLETE SETS ❑ FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS ® BRIEF PROJECT NARRATIVE: STRUCTURAL UPGRADE OF BUILDING 9 -90 WITH SEISMIC DAMPERED CROSS BRACING THROUGHOUT. REMOVAL AND REPLACEMENT OF PORTIONS OF STAIRWAY WALL WITH SEISMICALLY BRACED WALLS. REMOVAL AND REPLACEMENT OF CEILING GRID AND PANELS WITH SEISMICALLY BRACED SYSTEM THROUGHOUT CORRIDOR AND -ENTRY AREAS. MODIFICATION AND SEISMIC BRACING OF RELATED ELECTRICAL AND MECHANICAL EQUIPMENT WITHIN THE AREAS OF WORK. ACCEPTABILITY THIS DESIGN AND /OR SPECIP1CADON IS APPROVED APPROVED BY DEPT. DATE DRAWN NECKED ENGINEER CHECKED APPROVED APPROVED DATE SUBTITLE TLE LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE HANDICAPPED REQUIREMENTS FIRE PROTECTION CODE SUMMARY FLOOR AREAS: BUILDING FOOTPRINT 67,313 S.F. BUILDING GROSS 145,402 S.F. FIRST FLOOR 67,313 SECOND FLOOR 67,313 S.F. PENTHOUSE 10,776 S.F. BUILDING HEIGHT 44 FT. STORIES 2 OCCUPANT LOAD: NO CHANGES SEISMIC ZONE 3 STRUCTURAL UPGRADE BUILDING 9 -90 ARCHITECTURE MASTER D.C. SEPARATE _ PERC T REQUIRED FOR: © MECH ^ SICAL EL ECTRiCAL 4 LUSTBING at GAS PIPING CITY OF TUKWILA BUILDING DIVISION I understand that the Plan Check approval; are subject to errors and omissions and approval of plans does not authorize the violation cif any adopted code orordiran:e. P.ecYI7t cf COO - tractor's cop- of a reed p':ans ac knooii-cged. 1 By Date 62 Permit No V 0 'OW CITY OF TUKWILA 1997 U.B.C., U.F.C., U.P.C., AND THE WAC 51 -20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. GROUP B TYPE II, NON -RATED BARRIER FREE FULLY AUTOMATIC, F/S CLASS 1 SPRINKLERS THROUGHOUT RE -ISSUE FOR PERMIT 2 -21 -02 REVISOTA___ : 0 o° d sf ac /K u. Pea1'i = C. � . 1 - 020 CURRENT REVISION SYMBOL - DATE J 7 0 5 C 2.21.02 TITLE SHEET # SHEET JOB NO T1 J #703445 -05 DWG NO. 9 -90 -T1 COMP NO ,,, e ,,,,,„,„ ,Ie DRAWING INDEX REVISED ' ' S SHEET S SEQ. S SHEET TITLE R REV D DATE MECHANICAL 9 •0 —M1 M M1 M M9 S SEISMIC BRACING SPECIFICATION — — 0 07 18 01 9 -9 —M2 M M2 M M10 S SEISMIC BRACING SPECIFICATION _ _ 0 07 18 01 * 9 9- 9r -1M10 1 1M10 M M11 H HVAC' PLAN g g 0 07 18 01 * 9 9 90 -1M11 1 1M11 M M12 H HVAC PLAN F F 0 07 18 01 * 9 9 -9i 1M12 1 1M12 M M13 H HVAC PLAN C C 0 07 18 01 * 9 9- 9r -1M13 1 1M13 M M14 H HVAC PLAN D D 0 07 18 01 * A AU IN DWGS M M205 M M15 H HVAC & PIPING PLAN B B 0 07 18 01 * A AUSTI DWGS M M206 M M16 H HVAC & PIPING PLAN D D 0 07 18 01 * A AUS'N DWGS M M207 M M17 H HVAC & PIPING PLAN A A 0 07 18 01 * A AU IN DWGS M M208 M M18 H HVAC & PIPING PLAN A A 0 07 18 01 * 9 9- 91 -1M60 1 1M60 M M19 H HVAC PIPING PLAN A A 0 07 18 01 * 9 9 •0 -1M61 1 1M61 M M20 H HVAC PIPING PLAN A A 0 07 18 01 * 9 9— !0 -1M62 1 1M62 M M21 H HVAC PIPING PLAN A A 0 07 18 01 * 9 9— '0 -1M260 1 1M260 M M22 F FIRE PROTECTION PLAN B B 0 07 18 01 * — — 90 -1M261 1 1M261 M M23 F FIRE PROTECTION PLAN B B 0 07 18 01 * 9 9— '0 -1M262 1 1M262 M M24 F FIRE PROTECTION PLAN D D 0 07 18 01 * 9 9— '0 -1M263 1 1M263 M M25 F FIRE PROTECTION PLAN B B 0 07 18 01 * G G• NELL DWGS F FP1 M M26 F FIRE PROTECTION PLAN A A 0 07 18 01 * G GRIN ELL DWGS F FP2 M M27 F FIRE PROTECTION PLAN B B 0 07 18 01 * G GR NELL DWGS F FP3 M M28 F FIRE PROTECTION PLAN A A 0 07 18 01 * G G• NELL DWGS F FP4 M M29 F FIRE PROTECTION PLAN A A 0 07 18 01 * B BO :`NG DWGS F FP5 M M30 F FIRE PROTECTION PARTIAL PLAN A A 0 07 18 01 * • • 90 —M517 M M517 M M31 S SEISMIC BRACING DETAILS — — 0 07 18 01 ELECTRICAL * 9 •0 -1E10 1 1E10 E E12 P PARTIAL LIGHTING PLAN B B 0 07 18 01 * J 1 E 1 E Ei 3 P PARTIAL LIGHTING PLAN D 0 07 18 01 —1 E12 1 1 E12 E E14 P PARTIAL LIGHTING PLAN D D 0 07 18 01 —1 E13 1 1 E13 E E15 P PARTIAL LIGHTING PLAN C C 1 10.19.01 9— 0 2E10 E E16 P PARTIAL LIGHTING PLAN E E 0 07 18 01 J 9 2E11 E E17 P PARTIAL LIGHTING PLAN D D 0 07 18 01 —2E12 2 2E12 E E18 P PARTIAL LIGHTING PLAN D D 0 07 18 01 —2E13 2 2E13 E E19 P PARTIAL LIGHTING PLAN K K 0 07 18 01 cm FEE PER CTY OF T' _, . OF DRAWING INDEX REVISED DRAT NG SHEET SHEET TITLE RE DATE 2.21.02 N0. NO. GENERAL 9 -9. —T1 T1 TITLE SHEET B 10.19.01 9 -90 G1 G1 SHEET INDEX B 10.19.01 9 - —G2 G2 ABBREVIATIONS AND SYMBOLS A 07 18 01 A 9 -90 1A01 1A01 Al 1ST FLOOR EXITING PLAN g 10.19.01 * 9 -9► 2A01 2A01 A2 2ND FLOOR EXITING PLAN A 07 18 01 ARCHITECTURAL REMOVAL 9- 90 -1A1OR 1A1OR A3 PARTIAL FLOOR PLAN C 07 18 01 9 -90— Al 1R 1A11R A4 PARTIAL FLOOR PLAN F 07 18 01 9— •! -1Al2R 1Al2R AS PARTIAL FLOOR PLAN C 07 18 01 9- 90 -1A13R 1A13R A6 PARTIAL FLOOR PLAN B 10.19.01 9 -90 2A1OR 2A1OR A7 PARTIAL FLOOR PLAN F 10.19.01 9 -9' 2A11R 2A11 R A8 PARTIAL FLOOR PLAN G 10.19.01 9 -90 Al2R 2Al2R A9 PARTIAL FLOOR PLAN E 10.19.01 9 -90 2A13R 2A13R Al0 PARTIAL FLOOR PLAN C 10.19.01 9 -90 A6OR A6OR All EXTERIOR ELEVATIONS B 10.19.01 * 9 -90 1A280R 1A280R Alt REFLECTED CEILING PLAN A 07 18 01 * 9— •'- 1A281R 1A281R A13 'REFLECTED CEILING PLAN A 07 18 01 * 9 -90 1A282R 1A282R A14 REFLECTED CEILING PLAN A 07 18 01 * 9 -90 1A283R 1A283R Al5 REFLECTED CEILING PLAN A 07 18 01 * 9— •4- 2A280R 2A28OR A16 REFLECTED CEILING PLAN g 07 18 01 * 9 -90 2A281R 2A281R A17 REFLECTED CEILING PLAN g 07 18 01 * 9 — — 2A282R 2A282R A18 REFLECTED CEILING PLAN g 07 18 01 * 9 —l0- 2A283R 2A283R Al9 REFLECTED CEILING PLAN g 07 18 01 9- 9I— RFA10R RFA10R A20 ROOF PLAN B 10.19.01 MECHANICAL REMOVAL * 9- 91 -1M10R 1M10R M1 HVAC REMOVAL PLAN B 07 18 01 * 9 -96 1M11R 1M11R M2 HVAC REMOVAL PLAN F 07 18 01 * 9 -90 1M12R 1M12R M3 HVAC REMOVAL PLAN C 07 18 01 9- 9E -1M13R 1M13R M4 HVAC REMOVAL PLAN D 07 18 01 * AUSTI I DWGS M205R M5 HVAC REMOVAL PLAN B 07 18 01 * AUSTI DWGS M206R M6 HVAC REMOVAL PLAN D 07 18 01 * A sTIN DWGS M207R M7 HVAC REMOVAL PLAN A 07 18 01 A AUS N DWGS M208R M8 HVAC REMOVAL PLAN A 07 18 01 ELECTRICAL REMOVAL * 9- 9/ -1E1OR 1E10R El PARTIAL LIGHTING PLAN g 07 18 01 * ' —90-1E1 1 R 1E1 1 R E2 PARTIAL LIGHTING PLAN D 07 18 01 * 9— "0 -1E12R 1E12R E3 PARTIAL LIGHTING PLAN D 07 18 01 * 9 0 -1E13R 1E13R E4 PARTIAL LIGHTING PLAN C 10.19.01 * • 90 -2E1OR 2E10R E5 PARTIAL LIGHTING PLAN E 07 18 01 * 9- 10 -2E11 R 2E11 R E6 PARTIAL LIGHTING PLAN D 07 18 01 * 90 -2E12R 2E12R E7 PARTIAL LIGHTING PLAN D 07 18 01 * • 90 -2E13R 2E13R E8 PARTIAL LIGHTING PLAN K 07 18 01 9 90 -1E6OR 1E6OR E9 PARTIAL 208Y/120V POWER PLAN U 07 18 01 9- 90 -1E61R 1E61R E10 PARTIAL 208Y/120V POWER PLAN L 07 18 01 9- 90 -1E63R 1E63R Ell PARTIAL 208Y/120V POWER PLAN K 07 18 01 1 i i i SYM A B REVISION BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 BUILDING 9 -90 STRUCTURAL UPGRADE PERMIT J #703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION 4703445 - BY DLR GROUP GUY GROUP DLR GROUP APPROVED DATE SYM GTM G.M. GM 07 18 01 10.19.01 2.21.02 REVISION BY APPROVED DATE SHEET NO. 1A10 1A11 1Al2 1A13 2A10 2A11 2Al2 2A13 A60 1A280 1A281 2A282 2A283 2A280 2A281 2A282 2A283 A350 A501 A502 A503 A504 A505 A506 RFA01 51 S2 S2A 1 25110 RFS160 5280 S320 S400 S450 5451 5500 S501 S502 SEQ. NO. A21 A22 A23 A24 A25 A26 A27 A28 A29 A30 A31 A32 A33 A34 A35 A36 A37 A38 A39 A40 A41 A42 A43 A44 A45 S1 S2 S3 S4 55 S6 S7 58 S9 S10 S11 S12 S13 S14 DRAWING INDEX ARCHITECTURAL PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN EXTERIOR ELEVATIONS REFLECTED CEILING PLAN REFLECTED' CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING, PLAN DOOR SCHEDULE SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS ROOF PLAN STRUCTURAL ABBREVIATIONS, LEGEND AND DRAWING LIST GENERAL NOTES GENERAL NOTES FOUNDATION PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN TYPICAL CONCRETE DETAILS SHEET TITLE BRACED FRAME ELEVATIONS AND DETAILS TYPICAL SHEET DETAILS PARTIAL PLANS PARTIAL PLANS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS gLAWASEEZAW ® 5188 REGISTERED ARCHIT - CT AL STAYS • F WASHINGTON EV O. G F G C C A A B B C C C A A A A A APPROVED BY DATE 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 07 18 01 10.19.01 07 18 01 10.19.01 07 18 01 10.19.01 10.19.01 10.19.01 10.19.01 07 18 01 10.19.01 10.19.01 0.19.01 10.19.01 10.19.01 10.19.01 07 18 01 07 18 01 10.19.01 07 18 01 07 18 01 07 18 01 10.19.01 07 18 01 07 18 01 07 18 01 07 18 01 07 18 01 07 18 01 07 18 01 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN C HECKED /EN IG �ZER NECKED APPROVED APPROVED DATE SUBTITLE SHEET INDEX STRUCTURAL UPGRADE BUILDING 9 -90 ARCHITECTURAL MASTER D.C. CURRENT REVISION J #703445 -05 SHEET JOB NO DWG N0. SYMBOL, G1 J #703445 -05 9 -90 —G1 DATE 2.21.02 COMP NO. 1 i i i SYM A B REVISION BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 BUILDING 9 -90 STRUCTURAL UPGRADE PERMIT J #703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION 4703445 - BY DLR GROUP GUY GROUP DLR GROUP APPROVED DATE SYM GTM G.M. GM 07 18 01 10.19.01 2.21.02 REVISION BY APPROVED DATE SHEET NO. 1A10 1A11 1Al2 1A13 2A10 2A11 2Al2 2A13 A60 1A280 1A281 2A282 2A283 2A280 2A281 2A282 2A283 A350 A501 A502 A503 A504 A505 A506 RFA01 51 S2 S2A 1 25110 RFS160 5280 S320 S400 S450 5451 5500 S501 S502 SEQ. NO. A21 A22 A23 A24 A25 A26 A27 A28 A29 A30 A31 A32 A33 A34 A35 A36 A37 A38 A39 A40 A41 A42 A43 A44 A45 S1 S2 S3 S4 55 S6 S7 58 S9 S10 S11 S12 S13 S14 DRAWING INDEX ARCHITECTURAL PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN PARTIAL FLOOR PLAN EXTERIOR ELEVATIONS REFLECTED CEILING PLAN REFLECTED' CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN REFLECTED CEILING, PLAN DOOR SCHEDULE SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS ROOF PLAN STRUCTURAL ABBREVIATIONS, LEGEND AND DRAWING LIST GENERAL NOTES GENERAL NOTES FOUNDATION PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN TYPICAL CONCRETE DETAILS SHEET TITLE BRACED FRAME ELEVATIONS AND DETAILS TYPICAL SHEET DETAILS PARTIAL PLANS PARTIAL PLANS SECTIONS AND DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS gLAWASEEZAW ® 5188 REGISTERED ARCHIT - CT AL STAYS • F WASHINGTON EV O. G F G C C A A B B C C C A A A A A APPROVED BY DATE 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 10.19.01 07 18 01 10.19.01 07 18 01 10.19.01 07 18 01 10.19.01 10.19.01 10.19.01 10.19.01 07 18 01 10.19.01 10.19.01 0.19.01 10.19.01 10.19.01 10.19.01 07 18 01 07 18 01 10.19.01 07 18 01 07 18 01 07 18 01 10.19.01 07 18 01 07 18 01 07 18 01 07 18 01 07 18 01 07 18 01 07 18 01 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN C HECKED /EN IG �ZER NECKED APPROVED APPROVED DATE SUBTITLE SHEET INDEX STRUCTURAL UPGRADE BUILDING 9 -90 ARCHITECTURAL MASTER D.C. CURRENT REVISION J #703445 -05 SHEET JOB NO DWG N0. SYMBOL, G1 J #703445 -05 9 -90 —G1 DATE 2.21.02 COMP NO. SYM A 25/12 27/12• u 35/12 23/12 39/12 4x10 14x10 18x12 18x12 0 cf 80 cf- 0--90 cf 80 CFM 24 12 RE 1111 mar MI MI IOW/MOM IIII 24o JIM 1 8/ 12 L;; 90 cf 5cf • FM REG. 20/12 X100 cf 24/12 ` - 25/12 27/12 REVISION BUILDING 9 -90 STRUCTURAL UPGRADE 42/12 REDRAWN FROM 6244 -D -203 & 6244-D-204 STRUCTURAL UPGRADE DE- SCOPING REVISION 4703445 -05 21x12 �7o ck -70 cf 75 cf 703445 -05 BY DIR GROUP DLR GROUP APPROVED R. RIVERA RP GM DATE 8 -14 -95 07.30.01 2.21.02 SYM 10 ®CD �70 cf REVISION SCALE: 1/8 " =1 -0" 10x10 HVAC PLAN 10x24 DN. 1i,• 0 80cf 90 = • fil- 1 .90 cf i _ 80 ) 18/12 11 • 90 cf ii��w 115 �f 1■ • n t a i _ gLaintzEIrAw. 120 cf — 100 cf 11 i90 cf 95 8 --'1D 20/12 PU24zo 135 c 36/12 38/12 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED 5 "0 OVER BY DEPT. DATE CHECKED APPROVED APPROVED 15/6 15/6 15/6 0 STRUCTURAL UPGRADE BUILDING 9 -90 e P.O.C. REITAINIF LEGEND: DIFFUSER RETURN GRILL POINT OF CONNECTION —C FLEXIBLE DUCT WITH VOLUME DAMPER Y 244 4 , 24'6 SUPPLY OUTLET 340 AUL 1/ CFM 1. REMOVE LIGHT — TROFFER STYLE DIFFUSERS AND ASSOCIATED DUCTWORK IN CORRIDOR ONLY AS REQUIRED FOR CMU WALL DEMOLITION AND BRACING. PRESERVE AND PROTECT EXISTING DIFFUSERS FOR RE— INSTALLATION. REMOVAL NOTES ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. REMOVAL RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN, ROUND DUCT, NUMBER INDICATES DIAMETER AIR DIFFUSER /REGISTAR /GRILL. REFER TO SHEET MIA. CURRENT REVISION J #703445 -05 KEY PLAN SCALE: NONE SYMBOL SHEEP 1 M 1 O R JOB NO. J #703445 -05 DWG NO. n nn 4 „4 nn DATE 2.21.02 COMP NO. M1 SYM A ;13' ? i REVISION REDRAWN FROM 6244 - D - 203 & 6244 - D - 204 BUILDING 9 -90 STRUCTURAL UPGRADE STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 -05 4003445 -05 BY SLR GROUP DLR GROUP APPROVED R. RIVERA RP GM DATE 7 - 15 - 95 07.30.01 2.21.02 SY (P REVISION HVAC PLAN SCALE: 1/8 " =1' -0" BY APPROVED DATE 110c 54 " 0 . 354 0 „ 904 70cf 3 U __120cJ M 62w Ozo ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE DRAWN NECKED CHECKED APPROVED APPROVED ■ 13201 � 36x14 42x20 81 C—, 70cf 125cf ma NI 20 -125cf 90cf 904 80 \21/12 � r i I o m 0 40/12 imi C 80 r` mom '12 f � C 0 , , iri I • n CI nail 11 \: 1. II .i1 °i 1A -.11 .,. 24/12 00cJ� 17/1 13/10 12 /9 U 20cf 25cJ 19/12 125cf 18/12 -16/12 v 1250 J } 11 0 • LI' 7�cf ) o�� ' � 12 10 90 „TA 1 11/6 411 126- -ii n 12/8 � - 60cf 'd' - -- --- 11/6 1 1 • •q • , 2/ 9 12 • . © 5/6 ■8m • n U DATE E ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. SUBTITLE TE HVAC PLAN STRUCTURAL UPGRADE BUILDING 9 -90 LEGEND: R DIFFUSER RETURN GRILL POINT OF CONNECTION --AMC FLEXIBLE DUCT WITH VOLUME DAMPER P.O.C. 24/12 RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN. ROUND DUCT, NUMBER INDICATES DfAMETER p 24°0 4 24'4 v: SUPPLY OUTLET REMOVAL NOTES: 1. REMOVE LIGHT - TROFFER STYLE DIFFUSERS AND ASSOCIATED DUCTWORK IN CORRIDOR ONLY AS REQUIRED FOR CMU WALL DEMOLITION AND BRACING. PRESERVE AND PROTECT EXISTING DIFFUSERS FOR _ RE- INSTALLATION REMOVE LIGHT - TROFFER STYLE DIFFUSERS AND ASSOCIATED DUCTWORK. NOT USED CAP AIR CELL - OPENING IN DECK ABOVE. EXISTING DUCTWORK CONFLICTS WITH NEW X -BRACE LOCATION. REMOVE DUCTS MINIMUM OF 7' -0" BOTH NORTH AND SOUTH OF GRIDLINE TO FACILITATE REINSTALLATION PER 1M11. EXISTING DIFFUSER OR GRILLE CONFLICTS WITH NEW X -BRACE CONSTRUCTION. REMOVE AND RETAIN FOR REINSTALLATION IN SAME LOCATION. DWG N0. 8' KEY PLAN SCALE: NONE 0 4' SCALE: 1/8" = CURRENT REVISION SYMBOL 4703445 - 05 C SHEET JOB ND. 1 M 11 R J #703445 -05 DATE 2.21.02 COMP N0 16' ■ 1 I I 1= oMoao 9' -9" I " 4' -6" 4' -3 I, 000° 00 ■ k . __105 \ 42x20 -_ 105c � � \111111 II&V' k MIKU I ,I1' M • ;' 1200 954 1350 �•� gill � 954 400 ; C E 1354 1 � (70 l 400 I J • 28x4 RE SYM A ;13' ? i REVISION REDRAWN FROM 6244 - D - 203 & 6244 - D - 204 BUILDING 9 -90 STRUCTURAL UPGRADE STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 -05 4003445 -05 BY SLR GROUP DLR GROUP APPROVED R. RIVERA RP GM DATE 7 - 15 - 95 07.30.01 2.21.02 SY (P REVISION HVAC PLAN SCALE: 1/8 " =1' -0" BY APPROVED DATE 110c 54 " 0 . 354 0 „ 904 70cf 3 U __120cJ M 62w Ozo ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE DRAWN NECKED CHECKED APPROVED APPROVED ■ 13201 � 36x14 42x20 81 C—, 70cf 125cf ma NI 20 -125cf 90cf 904 80 \21/12 � r i I o m 0 40/12 imi C 80 r` mom '12 f � C 0 , , iri I • n CI nail 11 \: 1. II .i1 °i 1A -.11 .,. 24/12 00cJ� 17/1 13/10 12 /9 U 20cf 25cJ 19/12 125cf 18/12 -16/12 v 1250 J } 11 0 • LI' 7�cf ) o�� ' � 12 10 90 „TA 1 11/6 411 126- -ii n 12/8 � - 60cf 'd' - -- --- 11/6 1 1 • •q • , 2/ 9 12 • . © 5/6 ■8m • n U DATE E ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. SUBTITLE TE HVAC PLAN STRUCTURAL UPGRADE BUILDING 9 -90 LEGEND: R DIFFUSER RETURN GRILL POINT OF CONNECTION --AMC FLEXIBLE DUCT WITH VOLUME DAMPER P.O.C. 24/12 RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN. ROUND DUCT, NUMBER INDICATES DfAMETER p 24°0 4 24'4 v: SUPPLY OUTLET REMOVAL NOTES: 1. REMOVE LIGHT - TROFFER STYLE DIFFUSERS AND ASSOCIATED DUCTWORK IN CORRIDOR ONLY AS REQUIRED FOR CMU WALL DEMOLITION AND BRACING. PRESERVE AND PROTECT EXISTING DIFFUSERS FOR _ RE- INSTALLATION REMOVE LIGHT - TROFFER STYLE DIFFUSERS AND ASSOCIATED DUCTWORK. NOT USED CAP AIR CELL - OPENING IN DECK ABOVE. EXISTING DUCTWORK CONFLICTS WITH NEW X -BRACE LOCATION. REMOVE DUCTS MINIMUM OF 7' -0" BOTH NORTH AND SOUTH OF GRIDLINE TO FACILITATE REINSTALLATION PER 1M11. EXISTING DIFFUSER OR GRILLE CONFLICTS WITH NEW X -BRACE CONSTRUCTION. REMOVE AND RETAIN FOR REINSTALLATION IN SAME LOCATION. DWG N0. 8' KEY PLAN SCALE: NONE 0 4' SCALE: 1/8" = CURRENT REVISION SYMBOL 4703445 - 05 C SHEET JOB ND. 1 M 11 R J #703445 -05 DATE 2.21.02 COMP N0 16' ■ 1 SYM i J No -PI 1 - 14"0 FLEX. • • •11111 ■I�,III 2 0 ,10 "0 MI•11=11■1 l n Im iiii i i II ramm � � lei ,-100 cJ 90 cf 350 cJ 12 "0 FLEX. DUC L ERT OT -TON 5 "0 27 Q2 15/13 15/10 42/20 C) C 6/12 BLANK OFF 36/14 TIE O 0 --la r 1Vni .'� ' I .. 0 O n II • n 0 I 8' 0 12 0 24/12 u 6 / 0 3 too cJ 0 15/12 n U v 17/12 • 21/12 30/12 5 "0 10 4 95 cf - 6 „ 11 6 2/9 12/10 15/10 C) 60 cJ 120cfj 5 "0 5 "0 5 "0 5"0 5 "0 6' "0 100 cf 8 "0 " ,-FLEX. CONN. TYPICAL - 00 cf - Ei1 WMR: 3Zi1MMINt: 110 cf 8 "0 5 "0 7 " 8 "0 60 12/9 15/ 10 17 320 C 15/12 G1 8 "0 DISCHARGE DUCTWORK 8 "0 §" •• BLANK OFF 3 8 "0 • II bm 5 " 0 105 cJ 105 cf I 0 5/6 • n, Ego • i� 15/ NAD • t v 12x6 REHEA COIL REVISION A REDRAWN FROM 6244 -D -201 & 6244 -D -202 BUILDING 9 -90 STRUCTURAL UPGRADE 10/6 m ..ro 6 "0 0 42/13 703445 -05 C STRUCTURAL UPGRADE DE- SCOPING REVISION 4703445 -05 BY DIR GROUP DLR GROUP 22/12 R. RIVERA RP GM DATE 8 -29 -95 07.30.01 2.21.02 /10 APPROVED SYM REVISION HVAC PLAN SCALE: 1/8 " =1' -0" APPROVED gifiro.crAw 3 8" COPPER DR. LINE 95 23/12 BLANK OFF THIS INLET MDZ'ZO ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE Lpi DRAWN CHECKED LYIDINEER CHECKED APPROVED APPROVED ATE SUBTITLE TLE © �S 1 MECHANICAL MASTER HVAC PLAN STRUCTURAL UPGRADE BUILDING 9 -90 COL. L- S/1 -13 LEGEND: 0 DIFFUSER 0 RETURN GRILL P.O.C. POINT OF CONNECTION -AWE FLEXIBLE DUCT WITH VOLUME DAMPER 24/12 Y 24 ° S 2a ^s $ v REMOVAL NOTES: ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA PLEASE CONTACT BOEING FACILIDES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. NOT USED NOT USED. REMOVAL RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN. ROUND DUCT, NUMBER INDICATES DIAMETER SUPPLY OUTLET 1. REMOVE LIGHT- TROFFER STYLE DIFFUSERS AND ASSOCIATED DUCTWORK IN CORRIDOR ONLY AS REQUIRED FOR CMU WALL DEMOLITION AND BRACING. PRESERVE AND PROTECT EXISTING DIFFUSERS FOR RE- INSTALLATION. NOT USED EXISTING DUCTWORK CONFLICTS WITH NEW X -BRACE LOCATION. REMOVE DUCTS MINIMUM OF 7' -0" BOTH NORTH AND SOUTH OF GRIDLINE TO FACILITATE REINSTALLATION PER 1M11. © EXIST. DIFFUSERS RO MIXING BOX WILL INTERFERE WITH NEW X -BRACE LOCATION. REMOVE AND RETAIN FOR INSTALLATION PER 1M12. D.0 JOB N0. KEY PLAN SCALE: NONE 8' 4' SCALE: 1/8" J #703445 -05 CURRENT. REVISION SYMBOL C SHEET 1 M12R J #703445 -05 1 -0" DWG N0. 9- 90 -1M12R CI71'OETUA FEB 2 8 2002 PERMIT CENTE4 DATE 2.21.02 COMP NO. M3 16' NMI NIII MEM. 11111•111111=111 M M MINN II 26x14 U /7 oo %) 17x16 A r / oils � a E I ¢ REG.- JjD 154 Mr a n Alit CI in ill I 24x7 I NJ E T I —11) J NO 0 0 upp 24x7 I 24x12 REG. A 85 CFM, 5 "0 ' DIFFUSER @ l 9 I ¢ 1111 - i ∎ ∎∎ - 50 120 CFM 12x12 REG. 1 • } i 70 ,'I 'IL SYM A C) n 5 ° 0 , I «125 F REVISION 5 "0 125 ¢ 5 "0 BUILDING 9 -90 STRUCTURAL UPGRADE REDRAWN FROM 6244 -D -201 & 6244 -D -202 U 42/13 80 42/12 39/12 /35/12 31/12 U 27/12 23/12 C) 140 \ `t 50 4° STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 -05 / "0 12/11 0 °0 1 11111. 11 ►I � 11 0 Im1 130 r: 9 f .l. 703445 -05 OCR GROUP OCR GROUP 22/12 100 ¢ 21/12 20/12 5"0 Si 75 ¢ 80 ¢--1? 80 ¢ 80 ¢ 18/12 18/12 90 ¢ 18/1290 ¢ 18/12 APPROVED RER 12 -6 -95 RP GM 100 80 ¢ 90 ¢ x 100 60 ¢ 5"0 180¢ 90 ¢ 12/7 12/10 DATE 07.30.01 2.21.02 SYM 80 ¢ 115 ¢ /115 REVISION 80 24 150 ¢ 250 ¢ 300 ¢ BY • t , 6 "0 OO . 6 0 8 ° 0 / 250¢ 2 R ° 01 R "6 I1 MI 100 ¢ HVAC PLAN SCALE: 1/8 " =1 -0" APPROVED 100 ¢ DATE 5 ° 0-" 80 1 � \ rld �rfi] 1111E511911111111110M la 88 I Ox10 1, 3001¢ 4x1 r 4x12 A i1 18/12t 70¢ IL .A. ■ • o COIL RI-I 7 w M 35/12 ii / w _,�MNM 31/1 J 12/8 85 = � ova ❑� f 10 0 1 45 3 p ardzezAw. 15/8 23/12 v 18/12 18/12 108¢ 18/12 n 18/12 MOZ2o ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED 21/1 12 "0 21/12 C � 1 20x8x2' -6 DEPT. 9/12 4 ° 0 DATE C) DRAWN NECKED ENGINEER CHECKED APPROVED APPROVED ,1 DATE SUBTITLE TTTL ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. MFIHANK:AI MACTFR HVAC PLAN STRUCTURAL UPGRADE BUILDING 9 -90 LEGEND: DIFFUSER 0 RETURN GRILL POINT OF CONNECTION FLEXIBLE DUCT WITH VOLUME DAMPER P.O.C. 24/12 I' 24 "0 24 "0 RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN. ROUND DUCT, NUMBER INDICATES DIAMETER SUPPLY OUTLET REMOVAL NOTES: 1. REMOVE LIGHT- TROFFER STYLE DIFFUSERS AND ASSOCIATED DUCTWORK IN CORRIDOR ONLY AS REQUIRED FOR CMU WALL DEMOLITION AND BRACING. PRESERVE AND PROTECT EXISTING DIFFUSERS FOR RE- INSTALLATION. REM OVA CITE C- Y /1 -IT S 8' SHEET 1M13R RECErvEO CITY OF IUK4NIp FEB 2 8 ZOO? PERMR CENTER KEY PLAN SCALE: NONE IM MIN 1■MIIII•111111 In MN MINN SCALE: 1/8" = 1' -0" CURRENT REVISION SYMBOL J #703445 -05 C JOB N0. COMP NO. J4703445 -05 DWG NO. _an —11d1 "KR DATE 2.21.02 M4 16' �tOw� - >ato. �D - •KZS - 306 SEE 03 -7,31_ 4� W.R. ON. COL. THRU SECONG._FLR..: /6/8 _ ........�.�..>� ._..e•.��•>•c�rstD>.Q��,, w ��I� Ala ��' ' y - ' /2 F2 ■eal pr t 147 COLT DEG /b/8 /P'N.W.8.. DN COL:.__ . 1 _. za EXNALs1- 61 EF ON door; sGE gldG. 109- 090 - 4007 -N1 Z30 Iozz -AI zo /14 EXHAUST FRoH 15LUMe11JT A ReA. 5e.5 DWG. lag o9D- goo7-M2O6 Net ibucr, • =_Cato Ouc / /SEE !JET-AIL. ON:. RU - AL.11 —ummi. MD - - 5 -ZO -1370 REVISION , S BY E CH co • AnPR. d DATE i REVISION. )� BY SI CNRD>•i Amt. ■ ... REVISION ■ SY ■ CNRD 7 APPR. 0 DATE Ic„�;73z` :3'IZA.., -A-rt• tx0FJ3EK3 (4 JD 8R 184 it sJwJ • • Ala) =6,13 i`f � MAIM(. - RF LI)V+TF, G .A 88 -1'5 •05L6 •R`N` • eY ® - I? i• " D11'F11ssIZ PO. 72 1Dp s 1I •Ut"V *LP •: n. ' ADD VA'/ 8 / Jog 7L 17.176 •DNJ • � • _ �-ll -Sa•" O - &13 VD'S a = %.11 "U •i..GM WSJ LoiJG ,,.tcs"72'"sa>arsrssr:7:+�a suamL. xDds {ui➢s74D 6P+s. ..., • • • i4/27�48 •'A' �.. T .0 000.6,• w `'`',1111 1..: AD 541.0. (1,61_ (1,61_ v(6Pat geosScN .3.U3YlSAP ° dz.. • tih e•bM ate/ .$'as. ♦ - S°v- ..;cx3Nc� : % l/05.0 � �JGsim w •, 11 ° � "Q' 8A 'rc/ 7N¢/r O.r� zwa�ca L a914 1 / • • ° e4`z /84 s Y BA) P.3 �ACxT - [. Pn/ r_� z'soes -oo ae�i»'S-s /l au /�77U• 9 itC•WP4 /A//C Tuu TGG•�3 O ✓ •A7P •t } �® • • �/8 •'4 " ( ?IVA / AD 130x48 -NCnD WDRk 57A. +Z 83E25IOD ®� YV:�S G' •�/`I"� ®5•l•(- Ie5•!- I "C:EI- OCATED c >„ < „, � / INDIG/�TED •I�S :1 //�4 I1 91a�✓ 9.8' '=70 • T/Y - • ._ �/. JvDI> / n en „ ) „,. •.: 6-27 -7 •/'1' /IVGOtA rE C2)7��F.�sc� -� 7 7 , O 6.", C/ 9' 9./6 • •.f! ," ® /02D G 6'/ AS 8 U L T O tNfq �'- O ` ®3l2 D3 "3' ?' GEN. OFI' RE!?r A71p1.1 Ab VAV PORVG A 0I 1 " ) Avenemommummanagemorns DRAWN' r/Aw.a. onl• co L. SECOND FOR 5 /A•/ /LAR P /P�Nlq- V SEE_O ETA IC- REMOVAL NOTES: EXISTING DUCTWORK CONFLICTS WITH NEW X -BRACE LOCATION. REMOVE DUCTS MINIMUM OF 7' -0" BOTH NORTH AND SOUTH OF GRIDLINE TO FACILITATE REINSTALLATION PER 1M11. EXISTING DIFFUSER OR GRILLE CONFLICTS WITH NEW X -BRACE CONSTRUCTION. REMOVE AND RETAIN FOR REINSTALLATION IN SAME LOCATION. AUSTIN ASSOCIATES ENGINEERS . t SEA.TTLE REMOVAL HW R" /N ENCLOSURE O' Ti,¢J'_f/!A/ R AT COL. 5EE OETH /L `71 cN L /NE p P 1 "N•W -5. ON. T IRLI SECOND FLR. • D ING AERO - SPACE OFFICE. FACILITY ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY, OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL IS - PRESENT IN THE WORK AREA AS LISTED BELOW. DO NOT - ' REMOVE, DAMAGE OR DISTURB ANY ASBESTOS MATERIAL DURING THE COURSE OF THE WORK. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING - MATERIAL IS REQUIRED TO BE REMOVED SUPPORT WORK. THE FOLLOWING MATERIALS ARE ASSUMED POSIT IVE FOR . ASBESTOS ? IPE JpSAP - - VEN TIL:ATIOI`l v 51,-..'f1O6 S ECON0 F LO 0 .. PLAN KEY PLAN BUILDING N °• 9 -90 - AIR CONDITIONING - SECOND FLOOR - NORTH EAST QUARTER OW"A"RD° NER: BOEING AIRPLANE COMPANY DRAWING DATE I DATE /70.4.2/ SCALE %8 DEVELOPMENTAL CENTER, SEATTLE , 1'12051Z. 7 - &01 I oP JDR )" CONTRACT. RD3'A R. - "?-'!=it WRAP /ILL PIPING 7Ar P6s5>G5 OY.£R LIGr} -_ i.X.12JiZES '_N/ITft Newsnimiiiirdert RA GRILLE AS - BMl1C -1 b-4 -oiD -I03$-1I 7V. I 24 s t4 11 I LIMMES IcaNiatleass CHs C/1R I . _ 5¢AL WRAP M. P /PES S DUCTS EAI VW W P� xu c/�uck,l COM,=CUNO A/VD TO C ! ONA• •Y � 1 8 Or/er EN "Y�gW; lq "d Lit To EKHHuST Fply 20$$ CfM P. .S REEtI!HECK MODE - .. 046R t4 -S �/i HP,A II i3so R.PrA ' coMNS. jo GAIC C7OIM <IOOR .4/ /X /N! 60/61 �Sar Cn4: ?0.5 " . Z5.//2 REVISIO • 1wi�. ri� 885 nTa/ r • BY R CKKD' APP: DATE • R E V I S I O N • • • • sl.12 * ?d " f..tD(t■TG K22 NC, PRDC-,RaM . 41.1 •S1JS • KW • a)4, -S • • ; s6 8 94a 1" WSTALL VA'. -DXat& JOB 1370 88 -14 v _ _ _• • • - e If • t R ".nv ... ./ IVISf IN is / / - -- -- "- - •— - . • • • ®H'N1 r,Z • K Ratn,/ i lA-N+'S tl 0 •IeN(f gn. 1 ''O •Dn+V • �J ' �• D 9,.277 -o t • P STRUCTURAL UPGRADE D£•SCDP/NG 511Eif 145 -05 0,ra, • • GM w l� , r ` 7-/ • -ol • 6 9 - ST UCTVRAL L./Pc' L./Pc' RA < • • • 1® E r C.,• coc -•. 90/ 1 1 t ` 1 94-' i/.S.. aN.r - peci 7,s EELCIE:77I 228 • SY ■ CKKD 5 APP". DATE 0 REVISION R BY Ii CKKD 5 APPN. .•PILAW. iWS -•I '�. ��-y0 • F INSTACI CF.II,T8 DiY- /V•FI.V v 9.5 U• — 091 , 41 y ( • fs +•�M+1• +ea __ Oy ' = ,, . rL. _r =-!') rYU-u� , w ✓t�, •rrr'S �G • s. ,�I�•. v- G /c , _t" /): n7 /i L L L / / uS . �. ,._ . W t G ,•.. e . . D c5 k/.yU t' i •i/ : • ® J"Z0?TA '. 1' C 'r 1 " ; r'i r' el' e • .Lr F!` /L G- 1-ANI �� 8110 9'10 le • l'�4i�Nl;i n„ ter yr v . �, .7; •� • ;_,..• I ry; • . r 8P / n• • I -er r...: , .. - -.° ...•„ -,v_ vn ® • 1. REMOVE LIGHT- TROFFER STYLE DIFFUSERS AND ASSOCIATED DUCTWORK IN CORRIDOR ONLY AS REQUIRED FOR CMU WALL DEMOLITION AND BRACING. PRESERVE AND PROTECT EXISTING DIFFUSERS FOR RE- INSTALLATION. Y 5 — REMOVAL NOTES APPROVED SY 5 DATE • MWR AUSTIN :ASSOCIAT ENGINEERS' • SEATTLE - Ploz---eze REMOVAL EXPIRES: 12 6/02 DATE D. a D Aran ,veek! SCALE '.'Ig • u k,na. TQ _ �a1i,16f R "/ 5 (7 / %q"N.W.R. ON. COL. (TWO) / "HAW. R. UP THRU SECOND PLR, SEE DETAIL E DETA/ SECONC} FE:00/ ?' •PL'A,V... KEY I - MATCH G.INE OWG 140.2O5 . 7'-‘,"-4 3 - RIVET SHEET METAL COVE�c,rusf-lZ LOUVERS I Al b6ALL - A55t --- _ - RETURN 5 //L 2»C T/YRu 7 CEILING PV 9 LC AS ./7W6 54 13Mr1R - 7 WRAP RLo P /ASS W/tERr CR035 /tvc U/RRECTLY ov5R. L.IGiOT F//cruRES. IN SECURE RCc - m. 7 -6 ° - 6.5 7'- 0 "- 5.8 -I 2'- 0 /.7: -7- _ , -1 161.5.. ON. T'NRL/ SECOND PLR. a • wmc AERO SPACE OFFICE-FACIL • NAM BOEING AIRPLANE COMPANY owNmt o; DEVELOPMENTAL CENTER;' RECEIVED cm oFruKYn1A FEB 2 8 2002 PERMRCENTER BUILDING N0 = 9= 90 AIR- CONDITIONING - SECOND FLOOR- SOUTH'•EAST QUARTER Mil 1111 "':CONTRACT - ISSUE 70 3'4'15-05 _0 DRAWING - - ' 7-18- 206 g. zsocFry ee. II' HW .. to aim /4:: net - ;ji r 1 T , is 5EE' D EFAIL 7�wr - 206 - REMOVE LIGHT — TROFFER STYLE DIFFUSERS AND ASSOCIATED DUCTWORK IN CORRIDOR ONLY AS REQUIRED FOR CMU WALL DEMOLITION AND BRACING. PRESERVE AND PROTECT EXISTING DIFFUSERS FOR RE— INSTALLATION. r;xls{ -INfr •buv-1'wo1ZK co 14f1 - 1Cts WI �H f X^ [tA(1r 1�CA +tot4. MoY� Dvc,tg MINIMUM o1. 1` - o " t $-So �'{ H of CoWal,trl° -1-0 WA4t LL }ptE lzfilN1-ALt.A•t"ION r M1 I 'rertw'hNC. Vtrt*Eit- C}t- 1 viao- - 1I$JHb $on C D(.1p'Lt ci% WL!•(4 1 X -A b GpN%4 C4tOr►. 1 Dv Ito te tAU--4 pop vatt+silvN ,htx4 IN4AKE Lvo tioN. ?lR2uR E -- �aGr.-ao..= - �r.16.308 _ ._Raffia I DATE l0 ' 1"k IN.R.,tiErt4RU s cco eLO..EL6�- %a"N.W. R: - ON -COL:= 110,IV.R. FROM RE -HEA co it ON.. G4ASZ Ie E_. 4A r e t_ L/Nc OwG.:NO. - 214 (.: SFER M a "z > i•ED BY 7 -18 -01 3 - 3.8 , o` REtfres e 'az .44.1.; (30,, pm, STK &601.12 -0U - 7 - 14 -.4* P REPulce 00X. Job g4 - flv42 • eneWe %aPQ • 9/4/7 0 0 `P3 B/iL'KF /Le Pn/13S 7" z e N.SccvP {� ✓c�� r_/ #.Z��llz z . A _ �_ J /2-6`/ g!`'i c -fiS re'L'., 17cJC_r SI( C:fiCE K-a-ort R.,:34P3 rya ® BY U CHM, 6 A. . DATE ■ I , _ = R E V I S I o N - ■ BY F7 GRIM w AFAR. ® DATE ■ _- 11..115 • !, ,J • '® 9•-2 /-@3e`]c "]/115TA1L /Way MwNG DoxgS 8387S8ORWSA%!)46 f!: _eN 6-1-`J �-e X - £LO G'R'F-F- X1'4 -aRltt f�70i1 - .. - :E Iffy" sEv' O f/V, - . . - _ r 'vt _. ®4' • VAV • EY ! Creep 19Y� J IN6TL C P[a „EV R fi tk ia, eb - ... r:. - , Fr'ls#__:i� - 9 o� 1F _ � rkU (E. � PrJ' n srk•- � 1 P� Lfl sRwS ek ® 3"19•Y3i ` S” REVIS5_LAYIH L71�kt5Eg -$M• 5837001 - •21• i - � • E D Gi91 /�/I :. - - ®9. C 5 Q Ste- oL ?•ILAL Vp6 P12 - {.3913 , 36: e O .. .�- '- ®.. !�- %f.•��'''' - ems' /'�IQYE Sl.:tr•/O • ASBESTOS 14011FICATION: _ A good faith survey of tta cork area has been conducted and asbestos cmiaining awri was not a" rared that would be nv»lved io the construction of this pro Do not remove. damage or (blurb m asbestos material ad to the Irak arm Please contact Bang Facilities Department U aSbStas =brining material is damaged or discovered that is required to be removed to sapper( work - DATE - -_ - -_ . _ _. -_.- r er c , nANr`:r�axen- a =t o t i"t S C _E?9GINE =S BULLDING N2 �9Q AIR• -CONDITI SECOND FLOOR SOUjTH- WE- ST :QUART_R, OFFICES FACILITY Nm N N_ BDEING AIRPLANE COMPANY T SEATTLE oCA' rinH '- :�JE�LO�AENTAL_CEN.��EP= S� -�:t +- _- �.�E DRAWING', :.2 07: L I G YiT Fl )4.-_ Row MO-.. (�w4. 305 . Me ca L /A/s f`1 • D wS. No: 267 SEE OE AU- / 0 pp Cl I • N�Te - 11, 47a', eft. • a NL au la h. b =o Is i a � . ,.,,E, /Dore tl ,,- .�-+•, - n c L 21J t••1 � zs /iz �,�•� 27.... J !! •. <� - 4z, - i �' c �� z4.r " — �� - ; 3.,/ �. ! •\ / I I , �3u�'� �•��lili� G — C° a��m�111i _ - 6— 0� �cZ l�I,�•� 1 + ; , � l p e p _ �� :'�`'a il7ti�� . —, .'� �il�� ,ik� _mom. a s�. •ic1 1 111 !€1�. rRt� 1 _ F" 5211 e •u��raa•I d �s1r trtg�� C ie`'�lioil�3iiit �'i® I �� Ill inii� ® I 1 1 E i- ' . 112 ' �� u I ' n l 5 ;; 1 . X61 e'I" " I ' j„.. • ,274. U .. . � O - yt j ► ►.>,' + ' �`' I'�11�1 Pi IIIMML pro cs� .. �� CAW s #� .. I� _ s lip :� I• Y Puanpeo Owaul t" CAWS 4 R, " l "H.WQ, IN GNGLOS URG TO /At"N.w. 60L. s. ov.r/Leu SGCO A/D FL2 7 6"-6.3 -I 8l- 0-'_'_ :6. - O V 2 10 " -1.7.- 8'=0 " -6.6 -e C /6J8 I ,b • -. DATE • REVISION • SY • CNKD • ARM. i DATE • REVISION • BY • CNND APPN. • DATE ■ REV 15 t O N • b' IS ERRS R , J APPD. APPROVED BY it 1 / 87 i cd_Aszs 37026. 972232. •/?.e.•RWS•f _4.21 `"i•ll 105 - hit fIPCuSte •DMV • /' =old• - 3 - 3• : 6•Y/N17 , LLt/oic.riA / re /so • '~ : a •� o �v I/er9A• 7FGtS/IOPCNCVCC 45/ rff72ZJ-OJ •�EC •)ZW _ i�fZi•L ADO r /li see i 3✓bO2 -2.2 a3 :•feGC "•OM✓•. •0/ a /SY•�C KL/FECw�F�G»M. ",2,70 /O -05 ✓J6 ••Pf4 2 7XCl19 •/ (! I4- /1 -eg•A- Fels OA4 /' 88/105-4`8 •.7CJi• ( ® /O -2I -6 •'K ADD. O. 1E3 C?/ -C 1 -J J84SOSJ >-o - •.C-J. •olev • so 3 /T //9y•l1/kE[{gT6 ;VAO{I /G S: ZSu /OL -'OJ •�. fVC ". • az R�aou�a /24Y911•A - /P _ aC - '- /8j$ / /U5 /o •SCNI• • EJC Reio< ated Offlev F. CAg Hd: km .;CoS:"D ;T O - •RW � tI • , ,•142., /%rt7PV• : :/vii/ ys/q ?T 23 - Op • .r :R'• VA• d.Lp se. - 0 /FFUsr'2S ee /IO5. /1 • �u"1 •Rr1., • F J r. ® ^ a" as au/LT : • T.vT'• . •CC ®7�t8'e1 •Z S Lowe, S•tttatlt,vaLU1�RADE • ,,/� • Ar� 149 Z -oLo • DATE 5E4 L. i"N.w.5. D.V. TN2u._ _. 50.:). FLA. ' , 7 ! y ASBESTOS NOTIFICATION . A good faith survey of the workmen Las been conducted and asbestos mnraining ateciai was not discovered that would be involved in the construction of this project Do not removed, damaged or disturb any asbestos material adjacent to the work area Please contact Boeing Facilities Department if asbestos muuoinieg mv. is damaged or discovered that is required • to be removed to support wodt • - AUSTIN ASSOCIATES ENGINEERS SEATTLE aY CWN - CCVC k 6/ eY/f «.I dN. DCCCI7(IA4 L/ SCALE vs t -U •• J HJgr"C./-f LINE 'I_ 'N.w:6. v. TN ¢LI /!$C7/.w R D.V.,GOG. /.GL " M:$AR REMOVAL NOTES: EXISTING DUCTWORK CONFLICTS WITH NEW X -BRACE LOCATION. " REMOVE DUCTS MINIMUM OF 7' " -O" BOTH NORTH AND SOUTH OF GRIDLINE JO -EACILITATE,.REINSTALIATION- - PER 1M11. EXISTING DIFFUSER, GRILLE OR MIXING BOX CONFLICTS WITH NEW X - BRACE CONSTRUCTION. REMOVE AND RETAIN FOR REINSTALLATION IN SAME LOCATION. 6, SECOND FLOOR KEY IPL'AN Q RECEIVEp . : - CITY pF TUKyyll -9. FEB 2 8 200 PERMITCENTER: • :� :, REMOVAL BUILDING N° 9 -90 AIR CONDITIONING SECOND FLOOR - NORTH WEST `QUARTER DRAWING C (D AERO SPACE OFFICE FACILITY ram' BOEING AIRPLANE COMPANY /�f1, ,r ACC((CNDV , OPM^ I CFNTER, S RT T I' E � CONTRACT 703 15 o• DRAWING oR S tm ISSUE 1 7 -18 -01 1.2 REGULATORY AGENCIES PART 2 - PRODUCTS C. Product Data: 2.1 PIPE ATTACHMENTS A. B. Materials C. D. REVISION PIPE SUPPORTS, ANCHORS, AND SEISMIC RESTRAINTS PART 1 - GENERAL 1.1 SUMMARY A. Included in this Section are pipe hangers, pipe supports, piping expansion devices, pipe guides, and seismic restraints, and structural attachments for piping, ductwork and equipment. 1. Mecharical equipment shall include the following items to the extent required on plans or in other sections of these specifications: a. HVAC Equipment (includes only equip in ceiling, no rooftop) b. HVAC Ductwork c. HVAC Piping A. All work shall be in conformance with the requirements of the applicable codes. 1.3 SEISMIC ZONE A. This project is located in Seismic Zone 3 Importance Factor 1.0. 1.4. SUBMITTALS A. General: 2. Submittals shall be complete in detail. 3. Submitta s shall indicate thickness, type, grade, class of metal, and dimensions. 4. Submittals shall show construction details, reinforcement, anchorage, and installation with relation to the building construction. B. Shop Drawings: 1. Ceiling hanger attachments. 2. Equipment shop drawings, for coordination of seismic restraints. 1. Pipe hangers and supports. 2. Structural attachments. 3. Seismic restraints. 4. Sway bracing. General Detail drawings along with catalog cuts, templates, and erection and installation details for sway bracing shall be submitted. 1. Products shall be in accordance with MSS SP 58 and MSS SP 59. 1. Hanger material: Match piping material at point of contact with piping. a. Black steel pipe - Carbon steel, cast iron or malleable iron. b. Galvanized steel pipe - Carbon steel, cast iron or malleable with zinc coating. c. Copper tubing - Carbon steel or malleable iron, plastic coated. d. Cast iron pipe - Carbon steel, cast iron or malleable iron. e. Plastic pipe - PVC coated, carbon steel. Size 1. Hangers shall be sized to suit the pipe. 2. Hangers on insulated pipe shall be sized to fit over the insulation. Manufacturer 1. Hangers shall be Grinnell, model numbers as listed; B -Line, Michigan Hanger, PHD; Grabler; or equal. APPROVED DATE BYM E. F. G. 2.2 INTERMEDIATE SUPPORTS A. B. Trapeze Pipe Racks Fabricate from structural angles or channels or Unistrut channels to suit weight of piping to be supported. Size for minimum safety factor of 5. 2.3 STRUCTURAL ATTACHMENTS REVISION A. B. C. Manufacturer 1. Hangers shall be Grinnell, model numbers as listed; B -Line, Michigan Hanger, PHD; Grabler; or equal. Pipe Rings Steel Pipe: Adjustable wrought clevis, Grinnell Fig. 260. 2. Copper Pipe: light weight adjustable wrought clevis copper plated, Grinnell Fig. CT -65. 3. Application: Use only on piping systems where axial movement from thermal expansion is less than 1/2 ". Pipe Clamps 1. Vertical Piping: Unistrut P -1000 channel and Unistrut P -1100 series pipe clamps or equal. Copper pipe clamps for copper pipe. 2. Horizontal Racked Piping: Unistrut P -2024 series clamps for Unistrut channel pipe racks or equal. 3. Grinnell Fig. 127 U -bolts or Grinnell Fig. CT -124 Tube Straps for structural steel pipe. Pipe Rolls 1. Suspended Pipe: Adjustable swivel pipe rolls, Grinnell Fig. 174. 2. Racked Pipe: Pipe roll stand, Grinnell Fig. 271. 3. Application: Use on piping systems where axial movement from thermal expansion is 1/2" or greater. Insulation Saddles and Inserts 1. Saddles: Grinnell Figure 186 -188, size to match insulation thickness. 2. Inserts: Factory fabricated split type shield with galvanized steel jacket and calcium silicate insert: Mechanical Pipe Shields, Thermal Pipe Shields, or equal. Hanger Rods 1. Continuous threaded rod shall be used except where otherwise noted. No chain, wire or perforated strap shall be used. 2. Hot rolled steel rod, ASTM A 36; size to "Code for Pressure Piping ", ANSI 831.1, with safety factor of 5. 3. Hanger Rod Size and Maximum Load: Wall Inserts: Rod Diameter (Inches) 3/8 1/2 5/8 3/4 7/8 1 1 -1/4 1 -1/2 Ceiling Inserts: BY APPROVED DATE Pipe Size Load at 650 F (Inches) (Pounds) 2 and smaller 2 -1/2 and 3 -1/2 4 and 5 6 8 to 12 14 and 16 20 24 610 1,130 1,810 2,710 3,770 4,960 8,000 11,630 Steel Structure Clamps: Beam clamps, channel clamps and bar joist clips, Grinnell or equivalent. Select to suit structural system and meet loading recommendations of manufacturer. 1. 3" and smaller pipe, Grinnell Fig. 285. 2. 3 -1/2" and larger pipe, Grinnell Fig. 281. 3. Multiple pipes on trapeze, Grinnell Fig. 285 or Fig. 281, selected for maximum weight of piping. 1. Unistruts P -3200 series inserts for concrete walls. 2. Unistruts P -1800 series inserts for brick walls. 3. Unistrut P -1000 channels with P -1045 and P -1047 fittings for frame and block walls. 2.4 2.5 ei__ArarksrAfig C. D. PIPE ANCHORS A. B. NOT USED 2.6 SEISMIC RESTRAINTS A. Anchorage And Bracing of Mechanical Systems: Provide complete seismic anchorage and bracing for the lateral and vertical support of piping, ductwork and mechanical equipment as required by UBC Chapter 16 and SMACNA "Seismic Restraint Manual ", for Seismic Hazard Level (SHL) B. C. D. E. Wall Inserts: 1. Unistruts P -3200 series inserts for concrete walls. 2. Unistruts P -1800 series inserts for brick walls. 3. Unistrut P -1000 channels with P -1045 and P -1047 fittings for frame and block walls. Where Unistrut model numbers are listed, equivalent products of Powerstrut, Superstrut or Ostrut, or equal, may be used. Except as otherwise shown on the drawings, pipe anchors shall be constructed of structural steel with all welded joints and connections. Anchor members and weld areas shall be designed to constrain all axial and rotational stresses in the piping, at the test temperatures and test pressures specified. B. Coordinate seismic restraints with other work. Seismic restraints for suspended piping which is suspended from spring hangers shall be cable type, to avoid short circuiting the vibration mounts. Cable connector brackets shall have neoprene grommets. Connectors shall be Mason, Amber -Booth or equal. All piping, ductwork and suspended equipment shall have seismic restraints as follows (see Sections 3.2 & 3.3 of: SMACNA manual for complete text): 1. Ductwork: brace all ducts with cross sectional areas of 6 square feet and larger (oval similar), except duct on hangers within 12" of structure 2. Brace all pipes 2 -1/2 inches nominal diameter and larger, except pipes suspended by individual hangers within 12" of structure Materials and Equipment 1. Bolts and Nuts: Squarehead bolts and heavy hexagon nuts, ASME B18.2.1 and ASME B18.2.2, and ASTM A 307 or ASTM A576. 2. Sway Brace: Material used for members listed in "SCHEDULES" of this specification, except for pipes, shall be structural steel conforming with ASTM A 36. Steel pipes shall conform to ASTM A 501. 3. Sway Bracing Cable: Galvanized steel 7 x 19 strand aircraft cable, with electro- galvanized steel swivel anchor fittings and galvanized steel cable clamps. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED PROVE BY DEPT. DATE DRAWN K. PAULSON CHECKED R. PETERS ENGINEER R. PETERS CHECKED APPROVE APPROVE /4o2 DATE 07.18.01 07.18.01 07.18.01 Bn5LE �AF(`NwbucuI AAACTFR PART 3 - EXECUTION 3.1 INSTALLATION A. B. C. D. E. F. G. H. B. C. D. SEISMIC BRACING SPECIFICATIONS TITLE BUILDING 9 -90 STRUCTURAL UPGRADE BUILDING 9 -90 All piping supports and hangers shall provide a means of adjustment for leveling, grading of piping and cold spring movements. All hanger rod lengths shall be sufficient to limit rod displacement from thermal expansion to 4 degrees from vertical. Pipe rings and clamps shall be sized to pass around the outside of the piping insulation. Install vertical piping supports to allow for pipe movement due to thermal expansion and contraction_ Piping shall not be hung from other piping. All elements of the support system shall be suitable for the system and shall have a safety factor of not less than 4.0 Supporting elements not specifically specified shall be provided in accordance with SMACNA and NFPA standards. Piping and heavy equipment supports, not otherwise detailed, shall conform to applicable provision of MSS SP- 58 and MSS SP -69. Where it is necessary to frame structural members between existing members or where structural members are used in lieu of commercially manufactured supports, such supplementary steel shall be provided in accordance with the AISC Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. Welding of structural members, where approved, shall be in accordance with AWS D.1.1. 3.2 HANGER SPACING FOR HORIZONTAL PIPING A. Steel Pipe: Maximum hanger spacing and minimum hcnger rod diameters as follows: 1/2", 3/4" 1 ", 1 -1/4" 1 -1/2" 2" 2-1/2", 3" 4" 1/2", 3/4" 1" 1 - 1/4 ", 1 -1/2" 2 ", 2 -1/2" 1/2", 3/4" 1 ", 1 -1/2" 2 ", 2 -1/2" 3" 4" 6" 8" n pipe pipe pipe pipe pipe pipe pipe pipe pipe pipe pipe SHEET JOB NO. DWG N0. 6 ft. span 7 ft. span 9 ft. span 10 ft. span 12 ft. span 14 ft. span Copper Pipe: Maximum hanger spacing and minimum hanger rod diameters as follows: 5 ft. span 7 ft. span 8 ft. span 9 ft. span 10 ft. span Plastic Pipe: Maximum hanger spacing as recommended by the manufacturer or as follows; hanger rod diameters 3/8 "_ pipe pipe pipe pipe pipe pipe pipe 1. Continuous support troughs may individual hangers. 2. Piping shall not sag between hangers. Install additional hangers or supports at concentrated loads such as valves, when required. CURRENT REVISION J #703445 -05 M1 SYMBOL J #703445 -05 3 ft. span 4 ft. span 5 ft. span 5 -1/2 ft. span 6 ft. span 7 ft. span 7 -1/2 ft. span be used instead of a_on_FA1 3/8" rod 3/8" rod 3/8" rod 3/8" rod 1/2" rod 5/8" rod 3/8" rod 3/8" rod 3/8" rod 1/2" rod 1/2" rod RECENED CITY OF TUKWILS FEB 2 8 2002 PERMIT GEM DATE 07.30.01 COMP N0 SYM REVISION BY APPROVED DATE SY REVISION 3.3 PIPING ANCHORS, GUIDES AND SUPPORTS 3.7 SPREADERS 3.6 A. B. C. D. E. F. G. A. SWAY BRACES A. B. C. BY APPROVED Anchor and support all piping to route expansion and contraction in the required direction. Install sufficient guides and anchors to keep pipes in accurate alignment, to direct the expansion movement and to prevent buckling, swaying and undue strain. Use hangers for supporting pipe 2 inches and larger that are fabricated to permit adjustment after erection while still supporting its load. Use wall brackets where pipes are adjacent to walls or other vertical surfaces which may be used for support. Install supports to adequately carry the load and still maintain proper alignment. Space guides according to manufacturer's recommendations except where specified or shown otherwise. Supports for plastic piping shall have 1/4" thick neoprene padding between the pipe and the support. 3.4 EQUIPMENT, PIPING AND DUCTWORK SEISMIC RESTRAINTS General: 1. General: All ductwork and piping shall be provided with seismic restraints in accordance with Seismic Hazard Level (SHL) B of the SMACNA Seismic Restraint Manor: Guidelines for Mechanical Systems dated 1998, Second Edition. 1. Sway braces shall be installed on piping to preclude damage during seismic activity. All bracing shall conform to the arrangements shown on the drawings. Piping grouped for upport on trapeze -type hangers shall be braced at the same intervals as determined by the smallest diameter pipe of the group. Do not fasten sway braces to two dissimilar parts of a building that may respond in a different mode during an earthquake; for example, a wall and a roof. 2. No trapeze —type hanger shall be secured with less than two 1/2 —inch bolts. Bracing rigidly attached to pipe flanges, or similar, shall not be used where it would interfere with thermal expansion of piping. Types of Braces: 1. Transverse Sway Bracing: Transverse sway bracing for steel pipe shall be provided at intervals not to exceed those given in SMACNA Chapter 6 tables. 2. Longitudinal Bracing: Longitudinal bracing for steel pipe shall be provided of intervals not to exceed those given in SMACNA Chapter 6 tables. Fasteners: 1. Anchor Rods, Angles, and Bars: Anchor rods, angles, and bars shall be bolted to either pipe clamps or pipe flanges at one end and cast —in —place concrete or masonry insert or clip angles bolted to the steel structure on the other end. Rods shall be solid metal or pipe as specified below. Anchor rods, angles, and bars shall not exceed lengths given in schedule "Maximum Length for Anchor Braces." 2. Clamps and Hangers: Clamps or hangers on uninsulated pipes shall be applied directly to pipe. 3. Bolts: Bolts used for attachment of anchors to pipe and structure shall be not less than 1/2 —inch diameter. ACCEPTABILITY THIS DESIGN AND /OR. SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DATE i:LierawAriv. SIOxet SS A. 3.8 EQUIPMENT SWAY BRACING Spreaders shall be provided between adjacent piping runs to prevent contact during seismic activity whenever pipe or insulated pipe surfaces are less than 4 inches apart. Spreaders hall be applied at same interval as sway braces, at an equal distance between the sway braces. If rack type hangers are used where the pipes are restrained from contact by mounting to the rack, spreaders are not required for pipes mounted in the rack. Spreaders shall be applied to the surface of bare pipe and over insulation on insulated pipes utilizing high— density inserts and pipe protection shields. A. Equipment sway bracing shall be provided for all items supported from overhead floor or roof structures. Braces shall consist of angles, rods, bars or pipes secured at both ends with not less than 1/2 —inch bolts. Sufficient braces shall be provided for equipment to resist a horizontal force equal to 113 percent of the weight of equipment without exceeding safe working stress of bracing components. In lieu of bracing with vertical supports, these items may be supported with hangers inclined at 45 degrees directed up and radially away from equipment and oriented symmetrically in 90— degree intervals on the horizontal plane, bisecting the angles of each corner of the equipment, provided that supporting members are properly sized to support operating weight of equipment when hangers are inclined at a 45— degree angle. See Detail 1/M521. APPROVED DATE END OF SECTION MD2z6 07.18.01 07.18.01 07.18.01 BTITLE BAr�NANI(`AI AADCTFR SEISMIC BRACING SPECIFICATION BUILDING 9 -90 STRUCTURAL UPGRADE BUILDING 9 -90 CURRENT REVISION J #703445 -05 SHEET SYMBOL JOB NO. J #703445 -05 DWG NO. n n ■In CITYOF FEB 2 8 7002 PERMIT CENTS. DATE COMP N0. 07.18.01 M10 RENSION REDRAWN FROM 6244 -D -203 & 6244 -0 -204 BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 -05 23/12 25/12 27/12 11x9 Gam- C 3 4x10 ci dam .„.... 5��1[u7��[nr 90 cf U 1 MAIM Ir<'>•1� 14x10 14x10 6 340 C nI 18x1 1 5 cf 18x12 y r ! 90 cf 23 cf 18x12 18x12 80 cf 70 cf 5"0 5 "0 150 CFM 12x12 RE 5"0 70cf 135 cf 118 cf 35/12 /39/12 42/12 70 cf 80 c) 80 CFM 24 12 RE FM REG. 18/12 20/12 X 100 cf 24/12 25/12 27/12 21x12 /�70 cf 75 cr J �70 cf BY DLR GROUP DLR GROUP APPROVED R. RIVERA RP GM DATE 8 -14 -95 07.18.01 2.21.02 SYM 10 �7O cf RENSION BY 10x10 HVAC PLAN SCALE: 1/8 " =1' -0" APPROVED DATE 10x24 DN. 0 cD e 120 cf --, -100 cf (90 cf 95 cf -� 115 cf • F 0 MI u .� b 240 c �■ •_ - _,18/12 n. Ilk 50 c f 80 cf 90 cf 90��cf1l n ■ q 1:9 ppp 80 al�, i i i# n L] M • O 4 O �90 4J n O 36/12 I� O Y II m 20/12 38/12 135 cf 5 "0 DRAWN ACCEPTABILITY ! THIS DESIGN AND /OR CHECKED SPECIFICATION IS APPROVED ENGINEER PROVED BY DEPT. DATE CHECKED APPROVED APPROVED 15/6 15/6 15/6 ATE SUBTITLE TITLE 0 0 0 0 O ,�f,Z -d 2d LAFVIANI!'AI AAACTPR HVAC PLAN STRUCTURAL UPGRADE BUILDING 9 -90 rni A— C /1 -1Z LEGEND: ID RETURN GRILL P.O.C. POINT OF CONNECTION __AAA FLEXIBLE DUCT WITH VOLUME DAMPER 24/12 RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN. ROUND DUCT, NUMBER INDICATES DIAMETER 24 "0 SUPPLY OUTLET y 24 ° 0 9 GENERAL NOTES: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. CONTRACTOR TO VERIFY DUCT AND EQUIPMENT SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. 2. BRACE OR REPLACE EXISTING DIFFUSERS, DUCTWORK AND EQUIPMENT ONLY AS REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. PROVIDE MINIMAL AMOUNT OF UPGRADE WORK ONLY WHERE PRESERVATION OF EXISTING CONDITIONS IS NOT POSSIBLE. IF REQUIRED UNDER THESE CIRCUMSTANCES, BRACE PER 1M11 M517 OR 1M11 M517 OR 1M11 M517 OR 6 1M11 M517 OR 1M11 M517 OR 1M11 M517 ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACIUTTES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED HAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. CONSTRUCTION NOTES: DIFFUSER 1. D -1 = TITUS TMS-M, 24 "X24 "LAY -IN OR EQUAL D -2 = TITUS MP -30, (4) 1" SLOT, 36" L RAG -1 = TITUS PAR 24" "X24" LAY -IN OR EQUAL. RECEIVED FEB 2 8 ZOO? PERMIT CENTER nr SHEET JOB NO. 8' KEY PLAN SCALE: NONE 4' SCALE: 1/8" = 1' -0" CURRENT REVISION SYMBOL J #703445 -05 C 1M10 J #703445 -05 0 4' 8' DWG N0. n nn 1AA1n DATE 2.21.02 COMP N0. M11 SYM A REVISION REDRAWN FROM 6244 -D -203 & 6244 -D -204 BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 -05 DLR GROUP DLR GROUP APPROVED R. RIVERA RP GM SYM DATE 7 -15 -95 07.1 8.01 2.21.02 AL AIR so SH T –OFF 21/12 18/12 16/ 2 23/12 26/12 u u 80cf 24/12 i U n C 1 H5/11 L 1-125 cf 7 -80 135cf 36 13/10/ 804 ( 70cf 9'-9" 4, -6„ 4 ,_ 3 1 105c 1 Rr. 1004 „ \ 42x20 105c 9 -804 11 4r1 \ .1 I i � 1 110c 804 804 1704-, LW 1954 rl 42x20 u • mi� . IUI 42x20 Nir or 0 R.. P — 1 , )' MO 1 15 „ . I 135cf-. 11 954 1004 804 28x4 RE 125cf 125cf 21/12 804 C N. - 21/12• 0” o EN n 2 4/12 1 I� �' [80. '� o N OOcJ 17/11 p - • fI • 20c 41 1 Wall /(804Jo, !125cJ A 15/10 13 12/8 `f•-604 19/12 40/12 125cf 18/12 16/12 v 12/ REVISION HVAC PLAN SCALE: 1/8"=1'-0” APPROVED DATE PROVED 4# ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED H N CHECKED APPROVED DEPT. DATE DRAWN APPR(1VFl1 DATE SUBTITLE HVAC PLAN STRUCTURAL UPGRADE BUILDING 9 -90 LEGEND: 340 CFM 0 RETURN GRILL POINT OF CONNECTION C FLEXIBLE DUCT WITH VOLUME DAMPER z4 °o 1 P.O.C. 24/12 Y 24 °0 4 AUL 11 X 4 –WAY EARTHQUAKE BRACING, SEE GENERAL NOTES: 1. ALL NEW DUCTWORK IS TO BE FABRICATED PER DETAIL /1 1M1 REF. DRAWINGS : 61300- 120 -212, 61300 - 120 -202, 109 - 120 -4112 C NSTRU CTION NOTES 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS –BUILT INFORMATION. CONTRACTOR TO VERIFY DUCT AND EQUIPMENT SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. 2. BRACE OR REPLACE EXISTING DIFFUSERS, DUCTWORK AND EQUIPMENT ONLY AS REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. PROVIDE MINIMAL AMOUNT OF UPGRADE WORK ONLY WHERE PRESERVATION OF EXISTING CONDITIONS IS NOT POSSIBLE IF REQUIRED UNDER THESE CIRCUMSTANCES, BRACE PER 1M121M517 OR 1M12TM517 OR 1M12■M517 OR 19121M517 OR 1M12IM517 OR 1M12 BRACE EQUIPMENT PER ( 1 1M12 /1517 NEW STRUCTURAL X –BRACE IN THIS LOCATION. REROUTE EXISTING DUCTWORK. © NEW AIR CELL CONNECTION. 13 DIFFUSER RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN_ ROUND DUCT, NUMBER INDICATES DIAMETER SUPPLY OUTLET AIR DIFFUSER /REGISTAR /GRILL. REFER TO SHEET M1A. 2 –WAY EARTHQUAKE BRACING, SEE – I M504 ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DIS11.199 ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING DAMAGED OR I THAT ASBESTOS REQUIRED I TO BE REMOVED KEY PLAN . TO SUPPORT WORK. CURRENT REVISION J #703445 -05 SHEET JOB N0. 1M10 7/777/A 1912 1M13 SYMBOL 1M11 J #703445 -05 O 6 -J COMP N0. M517 DATE 2.21.02 M 12 - 1M504 12x6 C) T REHEA O m COIL • �I �� ,•� R „ y 1! �1II] Imirii1 Iw I ' 1 � moil I q►�Ir • 6 "0 0 42/13 REVISION REDRAWN FROM 6244 -D -201 & 6244 -D -202 BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 -05 DLR GROUP DLR GROUP — 22/12 RP GM 07.18 01 2.21.02 APPROVED DATE CI — R. RNERA - - - -mom SCALE: 1/8 " =1' -0" REVISION HVAC PLAN APPROVED DATE MN MI MI ? ® II= MI 8" COPPER LIN 23/12 110 cf o. •, • 12" X. DUCT 1 4 "0 10 "0 350 cf 12 "0 FLEX. DUC RT -TON OT 'SI R DISCHARGE DUCTWORK 15/10 irIRM111 1E11 riiirro �� --- fill-- li-- ---- -- � --I II --I_ ii I IL L! 60 • • 1I tilDn Lioo 1 '• II 1/8 ■ 0 0 -T Beg WNW limmER. •• 0 ea o I '0 8'" 10/6 1 5/12 17/12 0 21/12 C) 24/12 0 0 0 30/12 5" 1 4 -100 cf 90 cJ 8 "0 5 "0 7 0 8 "0 12/9 15 10 17 20 22 320 15/12 3 DR. 42/20 C 6/12 BLANK OFF 36/14 •• BLANK OFF J 0 I • `g'l 5 "0 I 0 105 cf 105 cf -fi 5/6 ,I BLANK OFF 0 I THIS INLET J R;p I'= �A _ MD2 -O ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. CONTRACTOR TO VERIFY DUCT AND EQUIPMENT SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. 2. BRACE OR REPLACE EXISTING DIFFUSERS, DUCTWORK AND EQUIPMENT ONLY AS REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. PROVIDE MINIMAL AMOUNT OF UPGRADE WORK ONLY WHERE PRESERVATION OF EXISTING CONDITIONS IS NOT POSSIBLE. IF REQUIRED UNDER THESE CIRCUMSTANCES, BRACE PER 1M12 M517 OR 1M12 M517 OR 1M12 M517 OR NOT USED NOT USED JOB N0. DWG NO. J #703445 -05 n nn 1AA17 COMP N0. D RAWN GINEER CHECKED APPROVED APPROVED DATE SUBTITLE TIRE © ICD �R\ DVEI"AANII"AI MACTEP Ala IMF RECEIVED CITY CF TUKW4�` FEB 2 8 2002 PERMIT CENTER ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. HVAC PLAN STRUCTURAL UPGRADE BUILDING 9 -90 CVII I —C /1 -1 7 LEGEND: 0 DIFFUSER RETURN GRILL P.O.C. POINT OF CONNECTION —1/1/14 FLEXIBLE DUCT WITH VOLUME DAMPER 24/12 I' 24 °0 2 340 CFM GENERAL NOTES: SUPPLY OUTLET 1. ALL NEW DUCTWORK IS TO BE FABRICATED PER DETAIL 1M12 M502 2. D -1 = TITUS TMS -AA, 24 "X24 "LAY -IN OR EQUAL. D -2 = TITUS MP -30, (4) 1" SLOT, 36" L RAG -1 = TITUS PAR 24"024" LAY -IN OR EQUAL. ONSTR CTISN- 0 EQUIPMENT PER RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN. ROUND DUCT, NUMBER INDICATES DIAMETER AIR DIFFUSER /REGISTAR /GRILL REFER TO SHEET MIA. 2 -WAY EARTHQUAKE BRACING, SEE 4-WAY EARTHQUAKE BRACING, SEE 1M12IM517 NEW STRUCTURAL X -BRACE IN THIS LOCATION. REROUTE EXISTING DUCTWORK. © NEW AIR CELL CONNECTION. RELOCATE EXISTING DIFFUSER OR MIXING BOX TO THIS LOCATION. INSTALL NEW DUCTWORK AS REQUIRED. n CURRENT REVISION J #703445 -05 SHEET KEY PLAN N SYMBOL c DATE 2.21.02 M504 - 1 M504 1. THIS AREA HAS NOT BEEN VIS ALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. CONTRACTOR TO VERIFY DUCT AND EQUIPMENT SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. 2. BRACE OR REPLACE EXISTING DIFFUSERS, DUCTWORK AND EQUIPMENT ONLY AS REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. PROVIDE MINIMAL AMOUNT OF UPGRADE WORK ONLY WHERE PRESERVATION OF EXISTING CONDITIONS IS NOT POSSIBLE. IF REQUIRED UNDER THESE CIRCUMSTANCES, BRACE PER OR OR 1M11IM517 1M11IM517 1M11IM517 6 OR OR 1M11 M517 1M11 M517 1M11IM517 OR SYM A n REVISION REDRAWN FROM 6244 -D -201 & 6244 -D -202 42/13 80 ¢— BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 -05 BY DLR GROUP DIR GROUP APPROVED RER RP GM 100 ¢ DATE 12 -6 -95 07.18.01 2.21.02 SYM REVISION HVAC PLAN SCALE: 1/8 " =1' -0" BY APPROVED DATE 12/11 C 26x14 120 CFM 2x12 REG 17x16 24x12 REG. 85 CFM 50 DIFFUSER 8 "6 8 "0 8 "0 300 200 ¢ I 39/12 •TO D 1i.1 (flt:U C J 1 J 20x8x2'-6" 42/12 39/12 23/12 n " 22/12 100 100 ¢ 21/12 18/12 18/12 90 ¢ 18/1290 ¢� 18/12 90 12/7 12/10 23/12 8x8 Ox10 iln 300 ¢ CR11 : r 4r12 e n III L 27/12 24/12 ZI_ArastezArae. ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE CD/ DRAWN SNEERED LNGINEER CHECKED APPROVED APPROVED �1 1 ATE SUBTITLE TTTL HVAC PLAN STRUCTURAL UPGRADE BUILDING 9 -90 0 s P.O.C. 24/12 I' 24.0 I V% AL 340 CFM t LEGEND: ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. DIFFUSER RETURN GRILL POINT OF CONNECTION FLEXIBLE DUCT WITH VOLUME DAMPER RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN. ROUND DUCT, NUMBER INDICATES DIAMETER SUPPLY OUTLET AIR DIFFUSER /REGISTAR /GRILL REFER TO SHEET M1A. 4 -WAY EARTHQUAKE BRACING, SEE 2 -WAY EARTHQUAKE BRACING, SEE _ f M504 GENERAL NOTES: 1. ALL NEW DUCTWORK IS TO BE FABRICATED PER DETAIL �e1 - 1M504 1M12M502 REF. DRAWINGS : 61300 120 - 212, 6130D - 120 - 202, 109 - 120 - 4112 2. D -1 = TITUS TMS-M, 24 "X24 "LAY -IN OR EQUAL D -2 = TITUS MP -30, (4) 1" SLOT, 36" L RAG -1 = TITUS PAR 24" "X24" LAY -IN OR EQUAL CONSTRUCTION NOTES: aE�ENEC FEB 2 8 2002 PERMIT CENTER CURRENT REVISION J #703445 -05 SHEET JOB SYMBOL 1M13 4703445 -05 KEY PLAN'- DWG N0. - DATE 2.21.02 COMP N0. M14 -P nT+ =SC.ow -Dj O. • - •:- LZ - 30.6 I DATE • I - C F rrver.. c _ _ _ kT' I ria 1 I$ L6i REVISION IL - 1 - '15 • 5R.sc4T. PP,--V,3., ( J06" 1549"12 •Jw. •K` Y / 5 1 1 f T T ^ M....* a 3 A. D U C T S (UPPA7W D.U4. • • • 415 kaA L to 114-0) 111;A1fV • s /77Y"7u • l A.T'', Ru/a DK 7 CA r'1 2.2 °70 2 "14 Acnaaarrew:n Or -•rccs T/Y - D /5' _ . 6-17.7 •i`9' /l<'GOGATE (2)�ifric -..� 77 /G• L' 4 •✓6✓ • ; I - • SEE DETAIL R, DN. 7 /0._'FLR._,_ • • I • BY • CH tt � G C �.:. 42/3 ) I 1 4 2/ / Z I l _ 39/2 I 3? - I: i � J .- al I ; J 1 -T-1111- o � r v it T - I „ 1-'1E=6-1" 1 4 i ais(q.l 1 I -! 1& .,5 1 ' - W 11 "11 11- vz ' I I `I 'a - 1 1- 7, T 1 1 I t arL- I '• 25/12. __ Z5 "SQ. )G4AUST. S TACK.7o EF - ON ROOF; SoD DW6, Io9- 090 = 4007 -t123D _ +� 109 - 090- IoZZ = A. K D : / A G // s6/'1'4 i ce" MANI.- KbLDcs T4 all, 151 o 68-}�� o0L3 • 251 • '75 • ' .. ® 7- 1314.:4 y•• C't-ntAS. D,.;U,il. rE1 =:nc5. 72 -20 01).V 0. LP • `7:. -.� NS 4/27/q& •"A" A. VA', 6D1 leg .x 17105 .= OW •"watt • et, ® 10-n- SS o" X 0 P- 88 </: No born "; -U. . e,..-04. KANS. 5 11 =F=71 • °x" FRCr•.a� 7N�n- uwa:a n 1 7/l9/Dr • "B" STRUCTVr,AL 1.1P(7,7,45,-$ -s J 4 -s .a 41_ 8 .5,SS 'J OP- 0S �:L"'=iV F7£ii /IC -O� • ®•..R:Me.rin+S it gv / r.✓' = nN F'sTLE+T:LG.v;3 :s,/S. OtG •lid ®A-21 -CA et- 57RUCruMML UPGRADE °56cDPoNG 3•70,(0 • =. e:: - • •M . '>s44/B44Y Sr1.� -, _3.:•B�,CK,-4LL TrRc�'73.�= '3 -s"'>m '11043 ag?... J 4 J 0CIr ?IO e/ 5I • •.Rr42 ■II S - IL - •l5• -1' , DVt'S AS I.. D,ChTE,7 • <51_e ■ , •gJer....J // 74/830'4 55D 141 V5V 3CxQS -NCw, WORK S iA. F3E2-7a00 .:' YV. 5 •' n"' 0 . 1!4✓ ® /0- 71-6 7•''5' R. B U: L T • 7,/,' ' , • -• " em 3/7_ ioi ®T GEN. Orr REL n!M1TIOII ADD VAV Fne V.G R 7 091 . • ` • et • 17r:' REVISION • BY • CHKD • APPR. • - -5-8 -1 -4 2 '4 s _ '.� I 7 1F � �iucr: i ..' = _CuLe Our DATE • I 20/14 EX HAL'ST FROM � U�rrtNr AREA, 5 a' Dw &. IQ9 -090 Mo7" REVISION �ScE /7a SEC �R.. Oa 1 C7 FOR S /M/LA1R Oc:F+iG - �3\ Pa• COL_ s �C, coi Pw. TN6rJa ECONO ' -6 - 6. 3 -! 1 / • 'I - - BY CHIC. APPR APPROVED BY • DATE • EXPIRES: 12 6/02 DRAWN C NERAL NOTES: 1. ALL NEW DUCTWORK IS TO BE FABRICATED PER . DETAIL - 1612114502 REF 060Y.6105: 61300- 120 -212. 61301 -120 -202, 109- 120 -012 I GENERAL NOTES: 1. 0-1 = TINS TMS -M, 24"X24 "LAY -IN OR EQUAL .- 0 -2 = TINS MP -30. (4) 1" SLOT, 36" L RAG -1 = TINS PAR 24""X24" LAY -IN OR EQUAL - CONSTRUCTION NOTES: US T IN ASSOCIATES ENGINEERS -ATLE I -,,W" it Il 0 N.w.. 2. DN COL... . 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDTDONS INCONSISTENT WITH THE AS -BUILT INFORMATION. CONTRACTOR TO VERIFY DUCT AND EQUIPMENT SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. 2. BRACE OR REPLACE EXISTING DIFFUSERS, DUCTWORK AND EQUIPMENT ONLY AS REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. PROVIDE MINIMAL AMOUNT OF UPGRADE -WORK ONLY WHERE PRESERVATION OF EXISTING CONDMONS IS NOT POSSIBLE. IF REQUIRED UNDER THESE CIRCUMSTANCES, BRACE PER 11411 M517 OR 11411 M517 OR 11411 M517 OR 11411 M517 OR 11411 M517 OR 11411 M517 NOT USED 2� NEW STRUCTURAL X -BRACE IN TH!S O CA5ON,(t!: Roo5 EXIS'Y1N/> pVC'5W © NEW AIR CELL CONNECTION ® NOT USED 1 ROUTE EXISTING RADIATOR PIPING AROUND X- BRACING AT SAME ELEVATION. CLAD WITH EXTERIOR PIPE CLADDING. ASP q�C350 ggo \fi 7ORAL, ISSUE SURF _.HLV.. HT L - DETA /L�2 CO 2'- O " -/.7 -/ 228 1 "H.W.S. ON. THR SECOND FLR. .7•'6�F_ 6.3 -t - t • ASBESTOS NOTIFICATION: - . - A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING MATERIAL IS - PRESENT IN THE WORK AREA AS -'STS BELOW. DO NOT - - REMOVE, DAMAGE OR DISTURB ANY ASBESTOS MATER. IAL DURING THE COURSE OF THE WORK. PLEASE CONTACT BOEING FACILITIES DEDARTMENT IF ASBESTOS CONTAINING -- MATERIAL IS REQUIRED TO BE REMOVED TO SUPPORT WORK. THE FOLLOWING MATERIALS ARE ASSUMED POSITIVE FOR ASBESTOS/ " :• ?PPS WRAP - - VENTILAT1o6l_ VI5P.P.'6 0.4 S'otly VIP1 L T11 212 E. n 208 214 207 o- SECOND FLOOR ,QLAN KEY PLAN O 4Ze BUILDING N °" 9°90: AIR CONDITIONING SE.COND FLOOR- NORTH EAST QUARTER ;;=.7..; AERO - SPACE OFFICE. FACILITY OWNER: NANEDT FR : BOEING -A-PLANE COMPANY( - .006/704,1Z4/ SCALE : == DEVELOPMEN 1 AlL C= N I ER _E CONTRACT. - DRAWING ..,rR/OFEtUN` ., FEB 2 222? 205 7 -18 -01 • --- 7- Fe, u TO EY.1-1RNST 1..t4 2088 GP P•T .c"sp G GErli At A Mope s_ v1.14% I3V0 RPN\ • 7 :771/1Trf- ,-- .F.AX.T.U3C lets , • . 'El - • , 3,7L/X - , j lcordifilza: 7 SEE PW41.,,,,7 . , ; ; • _ -DATE ' • ALL Pr-PING TdAT PA-KZ:5 oz. LUSH BE, 5iJL E WRAP ALL Pi PE E. DUCT'S EX4(71.46! W 00.1t. CPACZO&T.- CAUttliVa COMPOUND .8AID --- 7 - • — .70 " "a r REVISION DT S • REVISION • BY • CHND • APP. m DATE 3 REVISION SY .2 CHICO I A. • a• 12 :F,E.1.0 F.2.z NC, PIRE.R4 /A _ 4144.194 9 ID $1.5. • Kw • 41, sii i_--1-'11 r, 6 E FA ,- ■ 5 ..."-- ''' • eN... • -,...‹...- • • • • I= 8 - 94Th -cm_t_ .e4 -BOA .Ftiz zo• .p 1370 BE4 -14 1.Di4 • Led • ` /-'° -/° Ls LTAIL IN G 0117 AV Pt 1 • l/MV • ( • ., 0 ■ • • ot • so 2- if, ..•! 't ' R,F-11.0vk;_ i- fyltuuumi.. (4,, a .pnv . 1 : • at) 4 .B. 5/2701 R'77 ItT5R1,71.... \La_ ,....-._,, 7 cor,p • o - ..`,..1C, ../ , o. a • o 115614.4 • ' K " Ro.4.4-,1 L': 1± 4 eut4v.cr v5PA.FpLi I' 0!). • ''''-, • ' ....,:" -11- ' P 6 1170 - ./22:: A i_ I 1, I, :.'„', (LlaC__167226, ki.0)2Lts_f t • ' • •" ..i. Y.6!-).Lte C d2F---Ic_ 7-'777.775 5 __,5111.'..) 5 - it .74"ti 2.21-02, .Th sraticrua/m.. cos•ADE DeS..P11 0 ..# 441. • • GA _' y -.- • - f - . - -- • - I -- • . ,"...., . i ,......* mal• , , ..:?,..,..; ,., - ..,5 -,;;,- fi . ... • 71F.:::! ; ,.. - --, D., OTT,/ 0 e W. P • C-P- co .--I. v go, , , .. , .■ 33ePeregeBeeeneeP31 8"cm s"c Ns — ---\ 7 5EEffT . APPROVED BY _ IN DATE .12 /441% 81 _ L.' . • ) . • ,.-20, - • (® • • LEGEND. 0 0 P.O.C. --A,AAA FLEXIBLE DUCT WITH VOLUME DAMPER 24/12 F zee. 340 CFM Ir DIFFUSER • RETURN GRILL POINT OF CONNECTION RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN. ROUND DUCT, NUMBER INDICATES DIAMETER SUPPLY OUTLET AIR DIFFUSER/REGISTAR/GRILL. REFER TO I SHEET MIA. 14"14 wiz 4.6 -1 GENERAL NOTES: /"H.W. Z. ZOOLO-SCACE 7,1 • 1. D-1 = TITUS TMS-M, 24"X24"LAY-IN OR EQUAL D-2 = TITUS MP-30, (4) I" SLOT, 36" L RAG-1 = TITUS PAR 24%24" LAY-IN OR EQUAL. • ENGINEERS ' . T DETAl • 7', - 6 • - I (rwo) 67.1. COL: (rwo) 1,1.1MR. UP THZU f.Ecr'Zna. , o" - 6.6 -1 T/1 R Pe R. pIs P ore • ••••••... • A V Er /EE r r LOU VER.5 1 Al 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WMI THE AS-BUILT INFORMATION. CONTRACTOR TO VERIFY DUCT MID EQUIPMENT SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION .AND BRACING. 2. BRACE OR REPLACE EXISTING DIFFUSERS, DUCTWORK AND EQUIPMENT ONLY AS REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. PROVIDE MINIMAL AMOUNT OF UPGRADE WORK ONLY WHERE PRESERVATION OF EXISTING CONDITIONS IS NOT POSSIBLE. IF REQUIRED UNDER THESE CIRCUMSTANCES, BRACE PER 1M11 OR M11 M517 °R 1M11 M517 OR 1 u 1 s 1 0 1:517 1M11 M517 OR OR cc> NOT 1M11 M.517 NOT NOT N u 0000 [>..- NEW STRUCTURAL X-BRACE 0 THIS LOCATION. REROUTE EXISTING DUCTWORK NEW MR CELL CONNECTION 7 , c ," _ NOT USED [›... ROUTE DOMING RADIATOR PIPING AROUND X-BRACING AT SAME ELEVATION. CLAD Will EXTERIOR PIPE CLADDING. RETURN /;`,/, 24 C 7 C.E.,../4,6 N/4 c_ ,4 PvvG 04-0M$ 0-7. WRAP iL vw.veRr... e0e3s/n/0 L),12Rec Fixruitz-LS IN sec,RE RTcg 6 _ I CONSTRUCTION NOTES: 7 - ." • r 11._>. ROUTE EXISNNG RADIATOR PIPING AROUND X-BRACING SECOND AT SAME ELEVATION. CLAD WITH EXTERIOR PIPE CLADDING. 175. FEB 2 8 ZOO? PERMIT CENTER 2-WA EARTHQUAKE BRACING, SEE 4-WAY EARTHQUAKE BRACING, SEE NMIOr AIL " ..' CONDITIONING. - SECOND FLOOR- SOUITH' QUARTER .' • .-....-''.- AUSTIN .ASSOCIAT - - -.•= '• '- - - "-- - - = - , 1 ' - C. NTR . A ''. : ':tt.'a AERO SPACE OFFICE FACILITY .' r - ' 7 0 ..• SEATTLE '''' . . ' EXPIRES: . 6/52 Otiv%r BOEING AIRPLANE COMPANY - i - -.: . ... !:,=..... .-..—,....,., SCALE Ye =-- l'. ' , A7,.■ , 'DEVELOPMENTAL CENTER: 'SEATTLE -, .: fi7 ZUb• - 7-18-01 - .. ., _,,..., ,.., ,., BUILDING - N° • 9- 90 --1 3i$ FLex 6 "STER • ?_FlU ralM, - /G_. yy�,,S5ppjry -N; _4 maw s k ' ♦ 5 i V// ; Z'.•4' ' - 1 SEGONG. :El/3� SEE•2c7.T'A1L : @1 roeE'•* TRANS 5lZElZ 5 1 l.1/lL LI Nt T 1000 cr - 250 el. iq 3 %n UM EC C'NOS, . B C H'R 8 "CPS' I ,I g vTS.nN._r/� sEC.Rrin ... -.. 7` _ _ 6 `3'=C R,P c c� •:Qua- ,'l4xercR 'SEE EF'4 /L =r1';`;,/•. 206 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDDIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. CONTRACTOR TO VERIFY DUCT AND EQUIPMENT SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. 2. BRACE OR REPLACE EXISTING DIFFUSERS, DUCTWORK AND EQUIPMENT ONLY PS REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. PROVIDE MINIMAL AMOUNT OF. UPGRADE WORK ONLY WHERE PRESERVATION OF EXISTING CONDITIONS IS NOT POSSIBLE. IF REQUIRED UNDER THESE CIRCUMSTANCES, BRACE PER 1M11 M517 OR 1M1 7 OR 1M11 1M11 M517 OR 1M11 M517 OR 1M11 M517 1� NOT USED U NOT NOT USED SED ® NEW STRUCTURAL X -BRACE IN THIS LOCATION. REROUTE EXISTING DUCTWORK NEW AIR CELL CONNECTION © NOT USED ROUTE EXISTING RADIATOR PIPING AROUND X- BRACING AT SAME ELEVATION. CLAD WITH EXTERIOR PIPE CLADDING. X =U.RE w169D8 " a O e. 6 I s EC0 4/D. SEE OETA/L /6 N. W. R. FJLOM RE•N£AT CO /t 0.1..44150 lie .t (n•TC2.)£ grC - H.. 1-/NE OWG:.ND. 2/4 3 "PUMPcn CNOS. I• ;: ('e A /�? I "H.rY.: 2_:AN�HRTf _ • -SEc_DE.FA.[.L . - .. APPR. ■ ■ . TE • REVISION _ ■ SY■CaaD ■Apra. DATE • I _ • REVISION • BY Ds. DA ■ — -aU • %SK C. • U.'(% • •® 9-2l-8'S •'K ".7,V5,4,4- new W.... 130,X9 938:58 •RWS •A /��i • 7 . 3 - 1 -, • `,< R E P e POZ , ,1 O ' ABC. W'IR, 4 STY �£9fs 2 CC Rc, "revs 5378 /Eh. .a • P RSi vice v/1 C�oX 703 g UoJUS •D W A/L 4 • - � _ IT- Y3 19. 3 iS"RAV 5 A Y TN 11 1 I • ... ..• L U,Z 9.IN • 0 :PS BAG'!.FlLL. _ �H/t -5 1� 2?OIOS •n1 411 • • 9/4/� // „ • MI ? 7p3vA Ds • • •' �n . . ® _ ,' _ ( - 21 -01. •F1 S U ➢6JlADE DE-S�'a/' /N(T- 42- Y•NScvv- pi_ ' ✓ #3? UZ. o "e rne • it 7 a E 94CT - STA13C1W.A -U •• • a' /-,� . /1 a" • iM -3 n c eo(H • it o� �"1 N /�L i p 4 � 11-1gOa- - -n-• o a,/, � Il, r> ,7 vJ. • • si!ti/ . I mom a no • ASBESTOS NOTIFICATION: A god faith survey of the auk area has been condoled and asbotos containing Ioboaial was noLMacoverd that sould be irnwlved B the construction of this project Do not remove. damage or disturb any asbestos material adjacent to Na mut area Please contact Boeing FocTlties Department if asbestos containing material is damaged w Aocovered that is required to he removed to support work DATE ■ -_" REVISION 0 DV ■ ...bit . ' , ' F� Sao ' ' "` ? ROL' ED BY 51- A.` - - P5ELOC/rr ,/2/46,211,E.- /570,f- • .. :•KA! •QrS • !/V,' 4- 2b44s'W' r: .r . ,..,v !(u-f 'Eoo..ez_ W'7491t"J-,- 11;.5L,.6 - tcUJ$ • - , ✓ -- i&00- , 0 -'1X1 o1 -5(3 ' - _ - -_- - -- s rfal a frl` Nc 1`Fl. 4 -ISI •"(/. {O-t O:.Ar. Y- -90 /S.?Z /NT -. e',, 1 R l W/S•. ARC. - U..s.c'_' 7' RCEL}OUEL AA S-, ARE,. ,p.- - Y�Z - - • . Z., , f1nt4 ?iU ... - - , c , I . Eypr.,-.l 0. , 4, - _ , .,2,_ , _-_- •, t'r,a197 ^- _ • • `ggqy ■ DATE Ii•-49 J " P R c� Fi ' c t�N /�.3c` i'73o /az- o� Ih '� r V�AIi �� v, y eT11r' T� : , a *''• --13-5 •' 1 N51'H[1 Da_1' S 1l.0 -.71Ct K 8 g- �.__:.,.�•�,. �!g'� �"�� - \ No. 208 I Y L_J� • -- 2 � TIE•INS 15 TO " 0HWS PIK_ �'�rs •r. seccarJ�c� - c ar._ t ®1311?? DRAY/R TUar'se.r CHECKED — .. _ / - - " S^C+ , C 1 DATE IT NW- 0 1 4 - A�J . DATE ITN.i G. J�rA�L �G jam_ B..CN2 6 ST ti c GOMPRE.SSED A/ d ST S H ., i.��. SEATTLE- _ `'axlES :ii BUILDING Ne S-90 R- :CONDITIONING= e P.O.C. .,MAMEOr F7V EiNG AIRPLANE COMPANY LEGEND: 0 DIFFUSER 0 RETURN GRILL POINT OF CONNECTION - ▪ FLEXIBLE DUCT WITH VOLUME DAMPER O A :DEVELOPMENTAL CENTER, SEATTLE RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHORN. Z � -gam ROUND DUCT, NUMBER INDICATES DIAMETER SUPPLY OUTLET GENERAL NOTES: 1. D -1 = TITUS TMS - AA, 24'X24 "LAY - IN OR EQUAL D -2 = TITUS MP -30, (4) 1" SLOT, 36" L RAG -1 = TTUS PAR 24 ""X24" LAY -IN OR EQUAL. CONSTRUCTION NOTES: SECOND F Lab G '. - PLAn, . Kc1r P =AKI RECEIVEf£ CITY OG TUKWItF FEB 2 8 2002 PERM CENTER SECOND - FLOOR .SOUTH WE.ST_QUA- eifi�P.'` 74 — OFFICE FACILITY G "�R• `� ®S 7o3y�l5`= oS r'') WIN ' G 7 � /... 1 7 -18 -01 111116121155:=2 . wtsem2=1 t O . C9D- 4007- tit L Dl L1 Gs-VT" FIX T2o O 140, Caw6. 3D 5' - . I Y.3 F. -- 1 . ,_, E ©— 12 c •� "H.W.Q. /N 6WCLO5u2G • To /%a" H.W..2. AT / "H. W. S• ON. TX �J S•COND FLR- SEE OE7,47 /o "d 6 - rd . 3".61 7'_6-'6.•3 Ip -s _wsSl:z511111111g=la_... miers ] 54: t I � 1 • 074" 7*' 1 L r'c4wS _ 7•- 0" - S.a -, B'=0' -a. 6 - t .. 2' / 7 1 Vet 1° z4. t /6/8 . 5EE OETA /L- • - - � SEGJ4/O F1.Z . 1 7 \ I /6J8� a _ 0 GENERAL NOTES: 1. 0 -1 = TINS TMS -AA, 245(24 -IN OR EQUAL 0 -2 = TITUS MP -30, (4) 1 SLOT, 36" L RAG -1 = TINS PAR 24 LAY -IN OR EQUAL CONSTRUCTION NOTES: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. CONTRACTOR TO VERIFY DUCT AND EQUIPMENT SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. 2. BRACE OR REPLACE EXISTING DIFFUSERS, DUCTWORK AND EQUIPMENT ONLY AS REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. PROVIDE MINIMAL AMOUNT OF UPGRADE WORK ONLY WHERE PRESERVATION OF EXISTING CONDNONS IS NOT POSSIBLE IF REQUIRED UNDER THESE CIRCUMSTANCES, BRACE PER M11 M517 OR 101 M5 7 OR 1011 05/7 OR 1011 M517 OR 1M11 NOT USED NEW STRUCTURAL X -BRACE IN THIS LOCATION. REROUTE EXISTING DUCTWORK NEW AIR CELL CONNECTION ® NOT USED - ROUTE EXISTING RADIATOR PIPING AROUND X- BRACING AT SAME ELEVATION. CLAD WITH EXTERIOR PIPE CLADDING. M517 OR 1011 0517 DATE • REV ISION ■ BY ■ GRES 9 APPR. >® DATE ■ REVISION a " BY ■ CHRD ■ APPR. ® DA TE )! It L V I S I O N j/ i / /0 /g 7* Z. Qf S-72 G. b 711d.2 .00 •D,EL.•RW9 n•a.7p-ci•IA' I1J5 LL DI P EP- fUS 7'R IP0 • �•DNJ • f•/)Ta .. .. ®3- • •Y /NST,D 1/vLLmF DAM(''F2 nso • �;':':•_.•r_ -_.� , {- , �1•'"` /2 /w�L �/a' /49 A 4C1 ."--,01/... BucrfW7223 - .)A4OJ •. •RW - 'i•Gf ®'� •L ADO. :..IG - CDZ - 27=3 :%AJ7G12o2 03 :• 6X� •1)MY • . ®'a /zis, • XSEGU/E Ccw,4•,t�G17M. /02 - OS�D6 @A ( -;(- • i0 /1$ °aA•(3 FCC^ DALLY' 381 /05 e.7lJ'I•'�lN <•t.�( �I "lc' ADD. a.' - / - 7 Jar isoa,71•o - U0.J. sow • ® 3/ v / 9r• Wee - o3 •/? ;" GA:7 • ORW• 11 6,sLd..r �.7/�r/ua ®,. n. ✓:�vi /( r4s(.� f T Z - 00 •x�.: ;:*: � n a) • 0=4,49, (Jo r4 s /a - g,4 Jef'A(G"'C z •� e /0 •vCJ11g E • ER: •• 2.2_-el* J Aaiecared Offices f. CA, ad: Rm:. Co J ;T-1; - p _' ® l • t i p S y VL UQG2ADt •.3 \,1? - ' a ••:!r`' -j x!0.2 RS BU V - • • Vt DI --. 1 d'lJ k GOrA7c f /4� .o R 105'l. •cN.. 9 'H" ILT • • 7 1$ e1 • v < Y! 11 1. - r / � ,' 141 , ,.... _ _ .. M T 9 1 • 'A r DRAWN S IERAL NOTES: 1. ALL NEW DUCTWORK IS TO BE FABRICATED PER DETAIL r\ 101210002 RIO 00AN0GS : 6130D- 120 -212, 61300-120 -202 109- 120 -4112 ASBESTOS NOTIFICATION . A good faith survey of the work area has been wudueted and asbestos a olusbo dared. was not discovered that would be involved to theconst<ttction of this project Do not removed, damaged or disturb any asbestos material adjacent to the WO* area. Please contact Boeing Facilities Departmentif asbestos ommioing material is damaged or discovered that is required to be removed to support work . . M• AUSTIN ASSOCIATE ENGINEERS SEATTLE � PRAIA EXPIRES: 12 6/02 S• aY Ar d.v oem/rJrew, A/ SCALE 2 g =1'a" L M Arc 14 L /NE OWU•— 205 GN .OQL. :• -- 5 . E.4 OETA /L 3 } ' 2:6 (. "7CIftiR - r.7 34R C7 j: ; c:•rr1 I L= .SECOND FLOOR .L KEY' PLAN 'BUILDING N° • 9 -90 AIR CONDITIONING - SECOND FLOOR - NORTH WEST 'QUARTER a,wH6 AERO SPACE OFFICE FACILITY NAME : " BOEING AIRPLANE COMPANY OWNEA �DGn°NDEVELOPMENTAL CENTER, SEATTLE OP tOB P31 CONTRAC? 703 DRAWING /f208 RECEIVED CITY OF TUKWIL� FEB 2 8 2002 PERMIT CENTER 22 ISSUE Z 7 -18-01 CURRENT REVISION J #703445 -05 SHEET JOB N0. J #703445 -05 DWG N0. 9- 90 -1M60 1" HWS IN ENCLOSURE TO 1" HWS AT COL. SYM A. 1 "HWS UP THRU SECOND FLOOR 8'- 0 " -6.6 -1 1" HWR IN ENCLOSURE 1" HWS 8'- 0 " -6.6 -1 7- 6 " -6.3 -1 7- 6 " -6.3 -1 7'- 0 " -5.8 -1 1 1/4 WS 3/8" DR. LINE COPPER REVISION 2'- 0 " -1.7 -1 REDRAWN FROM 6244 -8 -203 & 6244 —D -204 BUILDING 9 -90 STRUCTURAL UPGRADE 1 "HWS — 0 " -5.8 -1 703445 -05 STRUCTURAL UPGRADE DE— SLOPING REVISION J #703445 - BY DIR GROUP DIR GROUP 7 6 " - 6.3 - 1 R. RIVERA GM DATE 1 -20 -96 RP 07.18.01 2.21.02 Co CD® 2" HWS 1 1/4" HWS 7'- 6 " -6.3 -1 8'- 0 " -6.6 -1 RENSION 1" HWR DN. COL 3" PUMPED CNDS (11 1) 1" HWR DN. COL. 1 1/4 "HWR FROM REHEAT COIL UP CHASE 1" HWR UP THRU 1" HWR UP THRU SECOND FLOOR SECOND FLOOR cJ PIPING PLAN SCALE: 1/8 " =1' -0" 3" PUMPED CNDS �BOE /NG° 7'- 6 " -6.3 -1 1" HWS DN. COL. 7'- 0 " -5.8 -1 I 1" HWS UP THRU SECOND FLOOR DRAWN ACCEPTABILITY TRIO DESIGN AND /OR CHECKED SPECIFICATION IS APPROVED ROVED DY DEPT. DATE CHECKED APPROVED APPROVED 1" HWR UP THRU 2ND FLOOR DATE 1" HWS IN ENCLOSURE TO 1" HWS AT COLUMN 2' 0 " - 1.7 - 1 1" HWR IN ENCLOSURE TO 1" HWR AT COLUMN 8'- 0 " -6.6 -1 0 0 7- 6 " -6.3 -1 7'- 6 " -6.3 -1 JYIOZ -OZo SUBTITLE TITLE O MECHANICAL MASTER LEGEND: ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REOUIRED TO BE REMOVED TO SUPPORT WORK. PIPING PLAN STRUCTURAL UPGRADE BUILDING 9 -90 COL A— F/1 -13 GENERAL NOTES: CONSTRUCTION NOTES: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS —BUILT INFORMATION. CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. D.C. KEY PLAN RECEIVED aTV oR Tuicrvlw FEB 2 8 3002 PERMIT CENTER 1 "HWS UP THRU SECOND FLOOR 'All% 1" HWS DN. COL. t= 7'- 0 "- 5.8 -14 7'- 6 " -6.3 -1 7'- 6 " -6.3 -1 8'- 0 " -6.6 -1 1" HWR UP THRU SECOND FLOOR 1" HWR DN. COL. — — D REVISION BUILDING 9 -90 STRUCTURAL UPGRADE REDRAWN FROM 6244 —D -203 & 6244 —D -204 703445 -05 STRUCTURAL UPGRADE DE— SCOPING REVISION J #703445 -05 BY DLR GROUP DIR GROUP APPROVED R. RIVERA RP GM 2'HWS DATE —22 -96 07.18.01 2.21.02 SYM 1 1/4" HWS 2" HWS 1 1/2" CNDS 1 1/4 "HWS 2ONNECTING LINK WEST ZONE SOUTH ZONE NORTH ZONE REVISION 2 "H S DD PUMPED CNDS EBERT MODEL 060A 5 TON ESS COOLER P n °+� 3 `3 PUMPED CNDS 3/4" HI— PRESSURE CNDS APPROVED PIPING PLAN SCALE: 1/8 " =1' -0" DATE �BOE /A/G° J "Sc 3 4 "REFRIGERANT TUBING 3/4" HI— PRESSURE CNDS J 2'HWS T ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED ROVED BY DEPT. DATE DRAWN CHECKED ENDINEER CHECKED APPROVED APPROVED - 0 / 1 "HWR UP TURD 2ND FLOOR 7 1 "HWR DN. COLUMN fri/i Z&Z0 DATE SUBTITLE 7'- 0 " -5.8 -1 7'- 0 " -5.8 -1 7'- 6 " -6.3 -1 7'- 6 " -6.3 -1 8'- 0 " -6.6 -1 1ernunKI,A1 LIACTED �H\ PIPING PLAN STRUCTURAL UPGRADE BUILDING 9 -90 nnl r I /1 17 LEGEND: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS —BUILT INFORMATION. CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. NOT USED NOT USED ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACIIIOE5 DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. GENERAL NOTES: CONSTRUCTION NOTES: ROUTE EXISTING RADIATOR PIPING AROUND X— BRACING AT SAME ELEVATION. CLAD WITH EXTERIOR PIPE CLADDING. CURRENT REVISION J #703445 -05 SHEET 1M60 1M6 0 IM62 11,463 KEY PLAN SYMBOL 1M61 JOB NO. J #703445 -05 DWG N0. 0 0 0 DATE 2.21.02 COMP NO. RECEIVED CfiV OF TI:KWILA FEB 2 8 2002 P ERMITCENTER M20 SYM A 1" H.W.R. UP THRU SECOND FLOOR 3'- 0 " -2.5 -1 1" HWR IN ENCLOSURE TO 1" HWR AT COL. 3'- 0 " -2.5 -1 1" HWR DN. COL. 8'- 0 " -6.6 -1 7'- 6 " -6.3 -1 7'- 6 "- 6.3-1 7'- 0 " -5.8 -1 1" H.W.S. UP THRU 2ND FLR. 1" H.W.S. DN. COL. 1" H.W.S. UP THRU 2ND FLR. REVISION BUILDING 9 -90 STRUCTURAL UPGRADE 2 "HWS 1' HWR ff II , REDRAWN FROM 6244 -D -203 & 6244 -D -204 703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 - OUR GROUP DLR GROUP APPROVED RER RP GM 2 "HWS DATE -19 -96 07.18.01 2.21.02 SYM SOUTH ZONE EAST ZONES NORTH ZONE 2 "HWS 2 "HWS REVISION BY 2 1/2 "CHWS & R 1 1/4" CO TROL AR 3/8" CONTR• AIR 3/8" COPPER DRAIN LINE "& 3/4" REFRIGERANT LINES I If 2 "HWS 1 "HWS -` PIPING PLAN SCALE: 1/8 " =1' -0" APPROVED DATE gL argeng - AfAr.a. T A ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED ROVED BY DEPT. DATE DRAWN CHECKED 'ENGINLEIA CHECKED APPROVED APPROVED DATE 1" H.W.R. UP THRU SECOND FLOOR S-0"-2.5-1 ( 1" HWR IN ENCLOSURE TO 1" HWR AT COLUMN 1" H.W.R. ABOVE CEILING 3'- 0 " -2.5 -1 1" HWR IN ENCLOSURE TO 1" HWR AT COLUMN 1" H.W.R. DN. COL. 8'- 0 " -6:6 -1 7- 6 " -6.3 -1 7'- 6 " -6.3 -1 7'- 0 " -5.8 -1 MOZ• 6470 SUBTITLE ©tp: I I 1- H.W.S. UP THRU 2ND FLR. H.W.S. DN. COL. H.W.S. UP THRU 2ND FLR. PIPING PLAN STRUCTURAL UPGRADE BUILDING 9 -90 NOT USED LEGEND: GENERAL NOTES: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. NOT USED CONSTRUCTION NOTES: ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDBONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. ROUTE EXISTING RADIATOR PIPING AROUND X- BRACING AT SAME ELEVATION. CLAD WITH EXTERIOR PIPE CLADDING. CURRENT REVISION SYMBOL J #703445 -05 SHEET 1M62 J #703445 -05 JOB N0. FEB 2 8 2002 KEY PLA `' ITCEN N DATE 2.21.02 COMP NO. M21 SYM A 7'- 0 " -5.8 -1 7'- 6 " -6.3 -1 7'- 6 " -6.3 -1 8'- 0 " -6.6 -1 1" HWR 8'- 0 " -6.6 -1 1 "HWR IN ENCLOSURE TO 1 "HWR AT COL. 2'- 0 " -1.7 -1 1" HWS TO 2ND FLR. I I IJ i i 1 A ll 7'- 0 " -5.8 -1 1"HWS 7'- 6 "- 6.3 - ..' 2- 0 " -1.7 -1 REVISIO REDRAWN FROM 6244 -D -203 & 6344 -D -204 BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 -05 DLR DIR GROUP APPROVED R. RIVERA GM DATE 1 -3 -96 07 -18 -01 2.21.02 SY 8'- 0 " -6.6 -1 1 "HWR DN. COL. REVISION TWIT UP THRU ` �I COND FLOOR `8'- 0 " -6.6 -1 7'- 6 " -6.3 -1 1 "HWR ABOVE CEILING 1"HWR DN. COL. SEE PIPING PLAN SCALE: 1/8 " =1' -0" APPROVED DATE g ) i___ArzrAcyrAvda. 1 "HWS DN. COL E "HWS IN ENCLOSURE TO 1 "HWS AT COL. A ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN CHECKED ENGINEER CHECKED APPROVED APPROVED 1 "HWS UP THRU SECOND FLOOR 1 "HWS DN. COL. 8'- 0 " -6.6 -1 1 "HWS DN. COL 1 "HWS IN ENCLOSURE TO 1 "HWS AT COL 3'- 0 " -2.5 -1 1 "HWS IN ENCLOSURE TO 1 "HWS AT COL. 1 "HWS DN. COL. 1 "HWR UP THRU SECOND FLOOR 7'- 6 " -6.3 -1 7- 6 " -6.3 -1 8'- 0 " -6.6 -1 1 "HWR DN. COL 8'- 0 " -6.6 -1 1 "HWR IN ENCLOSURE TO 1 "HWR AT COL 2'- 0 " -1.7 -1 PT! WSUPTO SECOND FLOOR 2'- 0 " -1.7 -1 2-DP ze DATE SUBTITLE TITLE EO Q AAC(`AJAAN,AI AA ACTCD PIPING PLAN STRUCTURAL UPGRADE BUILDING 9 -90 LEGEND: GENERAL NOTES: 1. TI-115 AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. CU RRENT REVISION J #703445 -05 SHEET JOB O. DWG NO. 1M60 1M61 1M62 P RMIT CENT. KEY PLAN SYMBOL 1 M63 J #703445 -05 A nn ATE COMP NO. 2.21.02 M21 SYM A C REDRAWN RELOCATE BUSINESS /FIN 9 -90 STRUCTURAL UPGRADE REVISION J #90034 -00 703445 -05 STRUCTURAL UPGRADE DE— SCOPING REVISION J #703445 -05 BY KB JH DLR GROUP DLR GROUP APPROVED RP GM DATE 1.15.97 4.13.99 07.18.01 2.21.02 SYM 10 0 REVISION FIRE PROTECTION PLAN SCALE: 1/8"=1'-0" BY APPROVED DATE ? ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN K.BUN CHECKED EnNOINEER CHECKED APPROVED APPROVED TT DATE 1.15.97 <ON MAINS 2 1/2" AND LARGER. UBOS.E FIRE PROTECTION PLAN 9 -90 STRUCTURAL UPGRADE BUILDING 9 -90.1 LEGEND: ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILTNES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. CONSTRUCTION NOTES: /102-42e EXISTING SPRINKLER HEAD 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS —BUILT INFORMATION. CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. BRACE EQUIPMENT PER 7 ( 8 1M260 M521 1M260 M521 9 1M2601M521 1M260 M521 ONLY IF REQUIRED FOR RELOCATION /UPGRADE AT NEW INTERIOR CROSS BRACING LOCATIONS, OR IF REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. FIRE PROTECTION MAIN SIZES WERE NOT PROVIDED IN T S ':EA. CONTRACTOR TO CONFIRM MAIN SIZES. :: obos SYMBOL C EET JOB NO 1M260 J #703445 -05 KEY PLAN SCALE: NONE DWG N0. DATE COMP NO. 2.21.02 M22 SY A REVISION BUILDING 9 -90 STRUCTURAL UPGRADE N N N N 703445 -05 STRUCTURAL UPGRADE DE- SCOPING REVISION J #703445 -05 X BY DLR GROUP DLR GROUP RP GM x 07.18.01 2.21.02 APPROVED DATE SYM 10 00 x REVISION x 111 Y c SCALE: 1/8" = 1' -0" APPROVED FIRE PROTECTION PLAN DATE V� TI tl f si? /iVl3° I ?. r -Nrr G r r 11 L y m x 9tJ x a X 0 U ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE TT DRAWN C HECKED N OINEER CHECKED APPROVED APPROVED DATE MAINS 2 1/2" AND LARGER SUBTITLE LEGEND: CONSTRUCTION NOTES: FIRE PROTECTION PLAN STRUCTURAL UPGRADE BUILDING 9 -90 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS -BUILT INFORMATION. CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. '> BRACE EQUIPMENT PER 1M260 M521 1M260 M521 9 8 1M2601M521 1M260IM521 ONLY IF REQUIRED FOR RELOCATION /UPGRADE AT NEW INTERIOR CROSS BRACING LOCATIONS, OR IF REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. FIRE PROTECTION MAIN SIZES WERE NOT PROVIDED IN THIS AREA. CONTRACTOR TO CONFIRM MAIN SIZES. RAISE AND RELOCATE SPRINKLER HEAD INTO GYP. BD. COFFERED CEILING AS SHOWN AT THIS LOCATION. RELOCATE SPRINKLER MAINS AND BRANCHES INTERFERING WITH NEW STRUCTURAL X- BRACING INSTALLATION ADN LOCATION. FIELD COORDINATE. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILMES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WOR D CURRENT REVISION J #703445 -05 SHEET SYMBOL 1M261 JOB NO. J # 703445 -05 DWG N0. FEB 2 8 2002 PERMIT CENT KEY PLAN DATE 2.21.02 M23 COMP NO JOB NO. J #703445 -05 DWG NO. _ __ SY A J 13 12 1 ► I 1 � 1 1 ;I � � i��ii�� i�ji�ili� 1��1 1 II 1 1 iii� 1 1��1� SIB _141411_ ■411=1111_■_1Oralr�li�� ■I-- ■_ :_■�._■ ■ ■_■ ■ ■_ ■_■� __■ I MINI ��I N _I��i�___II___��_______I____ IF= ma� 1 111 s IMM M� ®1IM I=� ��111_1_11 i �i El me mom NEN impommimmilm Imummomer. ► I 11t►►• _Zvi_►a 1►�1►M1111►M1� ∎�p�� IIMMIMa1► ail ! T 11 �I I N II �I I II N II II U F - fir v '!I 0-1111111EIMININIMITE � I I 11h1L■e■e t e a l•■•I,.1■_I - I ��_�► _ _____.1 _ 11■ • ■��/; ��_,� - 1 1 1j� � � � tlliililllll0►�111 ►11 ►I fl fl �I �� '1 � � it ''■ � I,'��i% ��• � ► EllmillwAINIIIN �i �I 11 ■ ■ 1 111 G ►� 11111.11:111 o ♦ —�■ ►,IB 1,11,1 11111Nallnittlitt ►1 ■i 4101 I .� i 1 11111111 111111111 1, in .1111 -.. � /' , ��. ■�■ w �lr � v r 1 r 01111111111811111111111111 �i I ► „I ►,.�, 1 .� ►! ■► 1� 1 IIJMIIIII:IIli:= t►,1 y,,I' I , :, , III RIR IIIINInitolintillINI i itUIHIj•HtI lim. i ■ i 1111 11111111111Elmil ► ,'1 11.1 � 111111► 011;1 ■.I 11115 i■ I I ,1P�� r r ► Iiiiimmiqi i i 1111 ■��■��■,I ,i ■ i a11►_�■ 1■ I uc�i.1:�1l►i1:�1.�11'li i l■� ______________ ®1I ■`� PlEttlfin I w I tingolimitura mouse immen 1 Al MIN Irminowns ■ ■ ■ ■ ■ 11111111111111111 ■ ass ■► ��1►.Il�ll��i�.l '� �1 - ► r - ; ■ i l►,11 I1�1 � N 11 N %;_s= �I 111 ■ 1 I N I II i 1 ! 1 1 1 >► 1 1�1�1 11 1 l l� ■ '� ■ ■ ■ ■ ■ r r r - ►► r i► i i ; i i i ■► — : ' X11 ►1_ ►1■ ` ■ 1,1 N■`111N I,1 I,I� 1w•�� ■ ■�� Snit 4:::: -� Mat i IMIEMININ 1 11 II � I� 1 11 1 II ,, 4 :■: ■:1: I r r NM11111 1r ► Wailla r 1 11'1 ■�l ■ ■_ IIJIIt ►I � 1 � MS 1111111111111111111111111111 REVISION REDRAWN FROM 6244 -D -203 & 6244 -D -204 BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 STRUCTURAL UPGRADE DE- SCORING REVISION J #703445 -05 DLR GROUP DLR GROUP APPROVED DATE RER 1 -19 -96 RP GM 07.18.01 2.21.02 SYM 10 ®® REVISION FIRE PROTECTION PLAN SCALE: 1/8 " =1' -0” APPROVED DATE 0 • ACCEPTABILITY 11410 DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED GIN CHECKED APPROVED APPROVED L Q ON MAINS 2 1/2" AND LARGER. ■ SUBTITLE ■ FIRE PROTECTION PLAN STRUCTURAL UPGRADE BUILDING 9 -90 LEGEND: 02 -d EXISTING SPRINKLER HEAD CONSTRUCTION NOTES: ■ BRACE PER THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS— BUILT INFORMATION. CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. ONLY IF REQUIRED FOR RELOCATION /UPGRADE AT NEW INTERIOR CROSS BRACING LOCATIONS, OR IF REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. 3� NOT USED 8 1M2621M521 1M262IM521 9 \\ /10 1M2621M521 1M2621M521 ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDITIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. ■ FIRE PROTECTION MAINS WERE NOT PROVIDED IN THIS AR A CONTRACTOR TO CONFIRM MAIN SIZES. ® RELOCATE SPRINKLER MAINS AND BRANCHES INTERFERING WITH NEW STRUCTURAL X— BRACING INSTALLATION AND LOCATION. FIELD COORDINATE. SPRINKLER HEAD DROP INTERFERES WITH NEW CEILING COFFER. RELOCATE DROP. CURRENT REVISION J #703445 -05 SHEET RECEIVED CITY OF TUKW11 p FEB 2 8 2d6EY PLAN N PERMIT CENTER 1M262 COMP NO. M24 SY A REVISION REDRAWN FROM 6244 —D -201 B 6244 —D -202 BUILDING 9 -90 STRUCTURAL UPGRADE 703445 -05 STRUCTURAL UPGRADE DE— SCOPING REVISION 4703445 -05 DLR GROUP DLR GROUP APPROVED RP GM DATE RER 12 -6 -95 07.18.01 2.21.02 SYM 10 00 REVISION FIRE SPRINKLER PLAN SCALE: 1 /8 " =1' -0" N APPROVED DATE �BOE /NQ' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE SUBTITLE ON MAINS 2 1/2" AND LARGER. ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONDRIONING MATERIAL WAS NOT DISCOVERED THAT WOULD BE INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. DO NOT REMOVE, DAMAGE, OR DISTURB ANY ASBESTOS MATERIAL ADJACENT TO THIS WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. MDZzo FIRE PROTECTION PLAN STRUCTURAL UPGRADE BUILDING 9 -90 LEGEND: LEGEND: EXISTING SPRINKLER HEAD CONSTRUCTION NOTES: 1. THIS AREA HAS NOT BEEN VISUALLY SURVEYED FOR CONDITIONS INCONSISTENT WITH THE AS —BUILT INFORMATION. CONTRACTOR TO VERIFY PIPE SIZE AND LOCATION IN AREAS NOTED FOR RELOCATION AND BRACING. BRACE PER 9 8 1M2631M521 1M2631M521 10 1M2631M521 1M2631M521 ONLY IF REQUIRED FOR RELOCATION /UPGRADE AT NEW INTERIOR CROSS BRACING LOCATIONS, OR IF REQUIRED FOR CMU WALL REPLACEMENT AND BRACING. FIRE PROTECTION MAINS WERE NOT PROVIDED IN THIS AREA. CONTRACTOR TO CONFIRM MAIN SIZES. CURRENT REVISION J #703445 -05 SHEET 0 IM11 M12 0 VA 1M10 RECEIVED O E ;SANN1'LAN N PERMIT CE!v, . SYMBOL JDB ND. 1M263 J #703445 -05 nwr: nln DATE 2.21.02 M25 SYM HANGERS U EQUIPMENT EQUIPMENT EQUIPMENT \ EQUIP. WITH TOP SUPPORT POINTS ALTERNATE RIGID TRANSVERE REVISION ELEVATION SUSPENDED EQUIPMENT SEISMIC BRACING DETAIL n SLACK CABLE FOR VIBRATION ISOLATED EQUIPMENT (TIP.) ELEVATION SCALE: NONE 1M10,1,2,3; 2M10,1,2,3 M517 2M260,1,2,3 (7 —EQUIP. FRAME OR SUPPORT POINT/ 8 APPROVED DATE EISMIC CABLE BRACE (TIP.) SY SCALE: NONE SCALE: NONE NAVE 1. SEE WAWA BRACE SOIL TABLE FOR maim WOES, DOOMED BRAES, BOLT SI71 k COMMON TO SUPPORTING STRUCTURE TYPICAL CABLE TRANSVERSE REVISION 2M260,1,2,3 Q W ANGIE SCALE: NONE 1M62,3; 2M60,1,2,3; 1M260,1,2,3 M517 SCALE: NONE 1M62,3; 2M60,1,2,3; 1M260,1,2311,4517 SIDE BRACING FOR RECTANGULAR DUCTS 2 CONYECRON TO SUPPORTING MUMMA. URGER AI /AA %:L ir 1/2 mm) OF BOLTS k SCf8:W5 BBDAL 2M10,1,2 M517 INOM0110N Wrin REVD HORMEL BRACE S CENTER BRACING FOR RECTANGULAR DUCTS 5 2M10,1,2 M517 APPROVED TYPICAL CABLE DATE BRACE AT PIPE HANGER ( LONGITUDINAL BRACE NOTE SEE TABLES FOR MOIL ANGERS. DIAGONAL BRACES. BOLT MO C STRUCTURAL Siff. AIR CONDEMN TO SUPPORT. SCALE: NONE 1M62,3; 2M60,1,2,3; 1M260,1,2,3 M517 2M260,1,2,3 gi.entzezAw- 10 CABLE SIDE BRACING FOR RECTANGULAR DUCTS 3 SCALE: NONE SCALE: NONE CABLE CENTER BRACING FOR RECTANGULAR DUCTS WSW 111VVE SPX 1 MEWLS, MIX SUPPORT SUC B1p 18001 PBXE TRW ICOSSU Fw. mWA BmA,1 MOH ONE EACH BO OF TWEE E ms∎ SW F WO:MOIVL EIOCE A7 GROSE 90 MIT SMIN WH ONSTO I 1 T0IBOIIN O. 111:01 ! ' II 1. � + j am' ,TRAY �`, W� $9 3 "1117:1 III" zop y D TINA SCALE: NONE STRUT BRACING FOR PIPE TRAPEZE ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN G. ALCARAZ CHECKED K. PAULSON WGINEtH R. PETERS CHECKED APPROVED APPROVED 2M10,1 &I517 M517 11 - M517 DATE 04.24.01 04.24.01 07.18.01 6 2M10,1 SUBTITLE TITLE 1/8 (3.18 ■_■ T r MIX W/DBL NU15 SIDE BRACING FOR RECTANGULAR DUCTS 4 SCALE: NONE NOTE 1. SEE SAVOR BRACE SORG TABLE FOR VERTICAL W4NGEI S, DIAGONAL BRACES. BOLT SEE 8 COMSC,ON TO SUPPORTING STRUCTURE TYPICAL RIGID TRANSVERSE BRACE AT PIPE HANGER n SCALE: NONE 1M62,3; 2M60,1,2,3; 1M260,1,2,3, M517 2M260,1,2,3 CABLE BRACING FOR PIPE TRAPEZE 12 nM517 ISSUE FOR BID MAZ SCALE: NONE SEISMIC BRACING DETAILS BUILDING 9 -98 STRUCTURAL UPGRADE BUILDING 9-98 FANNFC112 TO SUPPORTING SIRUCRlRLL MENBETI 1' -24' M) (25.4 - 610 MM) ADD VERE. HANGERS FROM SCHEDULE WHEN 'L LS GREA TER THAN MAX. LENGTH TABL TRANSVERSE LONGi..- IN BRACE MC NN DUCE. BEM PLATE MECUM TYPE A 111RU D 3 (7.66.4110 CONIECTION TYPE E H 4'xM 3/6' /RE (100mmX1534m) 1-5/8' X 1 -5 /RE x 14 GA (413441.3,20 MM) ANGLE 1/2 (127 ML1) MACHINE BOLT TO 77APEZE; $1D SELF TAPPING SCREW TO DUCT. CURRENT REVISION SYMBOL J #703445 -05 SHEET M517 JOB N0. 4703445 -05 DWG NO. 2M10,1,2j M517 U BOLT RECEiVEO :.TTY OF TUKWIIA FEB 2 8 2002 PERMIT CENTER DATE 07.18.01 COMP NO. 31 0