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HomeMy WebLinkAboutPermit M02-046 - BOEING #9-50 - UTILITIES UPGRADEBOEING #9 -50 UTILITIES UPGRADE 9725 E MARGINAL WY S M02 -046 .: i.. is�.:.:.:.:.:::, a. r.'....: i.:. �� '_e,i,...:.�:,:'.i.::.::w..�i4 �a:i'usY].uW�.�:..T+.i. :.t .... ... ... .... t.......... — — ... .m..re..w+t - iw,.h.. .,.�•d"� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003400018 Permit Number: MO2 -046 Address: 9725 EAST MARGINAL WY S TUKW Issue Date: 04/05/2002 Suite No: Permit Expires On: 10/02/2002 Tenant: Name: BOEING #9 -50 Address: 9725 EAST MARGINAL WY S, TUKWILA WA Owner: ( Name: BOEING Address: PO BOX 3707 - M/S 1 F -09, SEATTLE WA 1 Contact Person: Name: KEVIN MCLEAN Address: 7717 DETROIT AV SW, SEATTLE WA Contractor: Name: ENCOMPASS MECHANICAL SERVICES Address: 7717 DETROIT AVE SW, SEATTLE, WA Contractor License No: ENCOMMS984CA MECHANICAL PERMIT Value of Construction: Type of Fire Protection: Phone: Phone: 206 - 766 -7116 Phone: 206 763 -9400 Expiration Date: 02/01/2004 DESCRIPTION OF WORK: INSTALL OWNER FURNISHED CHILLERS, COOLING TOWERS, PUMPS AND ASSOCIATED PIPING. MINOR HVAC WORK ALSO. $420,000.00 Fees Collected: Uniform Mechnical Code Edition: $113.06 1997 Permit Center Authorized Signature: . Date: y — d•Z I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. am authorized to sign and obtain this mechani al permit. A m V Signature: doc: Mech Date: 4 S f A Print Name: Tail/r7 / v 9G U 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. MO2 -046 Printed: 04 -05 -2002 Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ,mrrmd dauy�zr PERMIT CONDITIONS 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 (206- 835 - 1111). 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: Readily accessible access to roof mounted equipment is required. 7: 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). 8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of 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. 9: 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: Installation shall comply with Art. 63 of the UFC 1997 edition. 12: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 13: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 14: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 15: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. Parcel No.: 0003400018 Permit Number: MO2-046 Address: 9725 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 03/08/2002 Tenant: BOEING #9 -50 Issue Date: 04/05/2002 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 permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. MO2 -046 Date: 4/5 /Q Printed: 04 -05 -2002 re w • 0 0 NLL W O QQ u . N Lu W O co 0 E- W Z t ii 9 O Z doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: YiN Vcuu9/i MO2 -046 Printed: 04 -05 -2002 Project Name/Tenant: �� EINh q-Co 011t.t.-n ✓�5 uJ Z� Value of Mechanic Equipment: '!� 000 Site Address : 9 /25 E► NI /01 G' . Cit State/Zip: 5. ' 01.4.,.../ 0.4-- Tax Parcel Number: :5(2 it 'e 1 6TL-- Property Owner: e, n l: -7/1-� Phone: (2e,4 '44 — 2 G (. - Street Address: 6..,..., `� 1 State/Ztip: Fax #: ( ) 45-5--- _- 482_ Contractor: e.f..Pvt ?SS ril fee- m - tC.Z.-S Phone: (746 ) _q4 Ov Street Address: 11 1 ' 2br /1 4 ('� 48 b Cityittegip: �S Fax #: (ij , ) 16G. -- - 7 1(', Contact Person: r t ��lll (� �z\ f� tai . l Phone: (2� 4 ) -7 --I f (p Street Address: . ( 1 T 1"r �- Su,, C � Cit C' atii Fax #: (. ) 1(,(, ...-/ I f - 7 BUILDING OW AU .IORIZED AGENT: Signature: Date: 5- 7_0.2_ Print nam . eevuu A 7 �, l r,� / l 0.1 Phone: (stk. )744_ -7/1-� Fax #: (IZet, - 7L6_ . - t J/1 Address: ...77 / '7 7— irk 6..,..., City tlZie (%L } F8t.,„ 6 CITY OF T( :WILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 'F L& P , r Den- - b?7 Project Number. Permit Number. MO STMMI USE ONLY Mechanical 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. MECHANICAL PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Descri tion of work to be done (please b iecific): � 1.& r J r2 l + s � t - k t -..c s � ( Lt., 4 - T - 614.Cl A-S 04415 ANAT 11-5 5 ©Lt A- A > Pt >JC7 e M t it1 �Ic (P■I 0 4 - /-44.-S6, 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/eogineer, 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. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 11/2/99 niech permit doc 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: ,g-# Date application expires: Application taken by: (initials) .mow -emu 2 W re 6 L _i U 0 W = 0 LL WO to _° W Z = I O Z H W W UCa O� 0 1- W t- H U - O .. Z W U = I- O Z ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening 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). 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. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required with application submittal RESIDENTIAL: Two complete sets of attachments required with application submittal Heat loss calculations or Form H -6. Equipment specifications. II /2'99 nu.0 pnu. duc 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 New Single Family Residence Change -out or replacement of existing mechanical equipment Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace 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. 1 MICRO COM SYSTEMS LTD. ATTENTION n The next image may be a duplicate of the previous image. Please disregard previous image. Please disregard previous 2 images. Please disregard previous 3 images. Other: ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504 (e)) Details and elevations (for roof mounted equipment) and proposed screening 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). 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. Mechanical Permits COMMERCIAL: Two complete sets of drawings and attachments required tvith application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. RESIDENTIAL: Two complete sets of attachments required with application submittal Submittal Requirements New Single Family Residence 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. I/2/99 miscptudoc Change -out or replacement of existing mechanical equipment 1 Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace 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 1 ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0003400018 Permit Number: MO2 -046 Address: 9725 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 03/08/2002 Applicant: BOEING #9-50 Issue Date: Receipt No.: R020000453 Payment Amount: 113.06 Initials: SKS Payment Date: 04/05/2002 08:45 AM User ID: 1165 Balance: $0.00 Payee: MACDONALD MILLER CO Current Pmts Amount MECHANICAL - NONRES PLAN CHECK - NONRES Type Method Description Payment Check 8738 113.06 Description Account Code 000/322.100 90.45 000/345.830 22.61 Total: 113.06 04.09 971,6 TOTAL 1. 3. I1,`; Printed: 04 -05 -2002 Special,; Instructions: .INSPECTION RECORD Retain a copy with permit .;r INSPECTION NO. :'...•'..::. _': TUKWILA BUILDING DIVISION 00Southcenter Blvd., #100, Tukwila, WA 98188 proved perapplicabie; codes. )431 -3670 El Corrections required prior to approval. COMMENTS:' 7Z 47..9O REINSPECTIO EE REQ RED. Prior to inspection, fee must be 'cid:at Southcenter Blvd., Suite 100. CaII to schedule reinspection. g ,,tf� * h 4L ,r/ tt � '" , .l "• �( t i : i � j " ,• • �.SIhLANY° ti7Av � _ k R���" 4 _' '� MK � r ! . . t��j .C.,, • !.. Projec `` •. ( v`t c l ` .SO ° Type of Inspection: ¥ -tv,4C SLA- CIOU./ N Address:. q -: E . M G M - tom. Date Called: 1 Special Instructions: . PC1 vre � 8 :00 A M. t Date Wanted: � 'o� -r1- 0 �j a. m. Req uester: � � Phone rNo: --7 C S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: MAC, sJ dowvN Gyro vP/ t IF; re. }\ c\ 1 p r 1'O $47.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 14 $ ..Jj -,+j,i INSPECTION RECORD Retain a copy with permit (Receipt No.: `Date: Date: z 1 W 0 to 0 UJ W Q • 0 LL u2 a uJ W Z Z W al > > p UN CI— = V. H H Cu co O � COMMENTS: { y 1 �� SUY� �'�� .) Pv Pv\� .0t\ �'et,* Type of Inspecti � ( VNGt ' f C? c 0 % rr. i c r C. inn bL -• t re ACA tt fic+e Date Called: — 7-3—o3 l - Special Instructions: / M se '' \ re_ Date Wanted: 2-) T v t -e OkOC V rvt�P -01 ■ ov^ Phone No: ?Clio— IR BIOS n A ) r rid r < ,�( IA VAC �-o,/- a ( 41 r v ei D ( n!'r C C 'P 1 t vv On rn4 t Irv SeG'1; (A,-■ lO b t 0 C9 X U U\ G Llit W 1IA rX W\ ;IAA 5 0 ✓ , f'o ■ I t rX e ,,r tnnc)-Ve 'r, a CA v ∎ c A. (` \■ S rov\ vl 1"(* Project 4i �_ � l ,1rY)t' I ra, Type of Inspecti � ( VNGt Address: Ci1D -5 .t . Marc ci0 Date Called: — 7-3—o3 l - Special Instructions: / M se '' \ re_ Date Wanted: 7- x-9-03 p.m. Requester: Phone No: ?Clio— IR BIOS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA §8188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. (Receipt No.: 'Date: ' .. t "7s'.&` r e: Vattrnr <.1..d.fttt'ii; ^ • • '.xir Project .}� .Dp eIhc i - �- so Type of Inspection: . r & t Address: 1 • • ``_ °1 E . /`'1G,re,, WV Date Called: Special Instructions: 1 1 '\ J_ 31- 0-5 .Q A i✓\ Date Wanted: a.m. Requester: '1^ -114e411 ooe411 rn Phone No: c 'e U ,)_3 - - If8 - W INSPECTION RECORD Retain a copy pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: e f Approved per applicable codes. . - !'' .111, El -r $47.00 EINSPECTION f E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project, Type of Inspection: Address: ` °CPS E. PIA U Date called: ` HO- O Special instructions: Date wanted: 1 , (a m )- -- 1 ` 1 `0a p.m. Requester: Phone: [� / - {� to- �� / it t, S 7 INSPECTION RECORD • Retain a.copy. with permit INSPECTION NO. - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA- 98188 -sums" ^.44:u&;i ,I 0 �1 PERMIT (206)431 -3670 IN Approved per applicable codes. 111 Corrections required prior to approval. COMMENTS: Fra rn i nG o - P' ,sou c tA) ct (I a rr, %,\CI 4 P S •Nutu- cG w e'er GL J . -i r + 2. 3 Inspector: Date: 9, i 1 - 0 2 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: rlM (c.Yix a' %.]:%' re W 0 NO CO la LL W gQ cn w z 1= W F- n p. O N ; 0 t— W W al Z = : O z 2 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. Ad dress: 1 1Q 5 E Ma.ltnalt.45 Special instructions: Tyle4oWEt Da Fiii6/(41 Da 'r a.m. Requre - Ut Phopzto c4 El Corrections required prior to approval. COMMENTS: TreA r rIr 4n A IA U 14 1 1 Suf rir uc-A W'S c d 3.) • P›eka rtur V-- 1 q kat 1.- 4 - Aviv\ r -A okriviL .\-os ,oy‘ 0\6t n5 Inspector: Date: E 13 _ 02 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • ; • • : • • • • • 't'$ ■•4 • • • " rL 0 0 ju 0 mg • o uj O L ) 0 I— LU u j U. 6 z_ c.) ,E12 r= p Project: c l � ° Type of Inspection: ` 1 vY, ` Address: I 9 ' mp u). Date called: -1-g,5-40,1 Date wanted: -7 4D !'2� GoZ p .m. Spec al instructions: ` CCA \ . G1,N 4 Clk Requester: Phone: �y Q ,>) ) In S • �j9 Gn " - ' C1 (n,S 7 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY, OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS:/ V / �` / A / e 81 . , KOC - /1.(1 e—t, 4771'0'^`11 .r ..ad a $47.00 REINSPECTIO d REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: !T ' it .rb'S ' +ititttfit ' ef6;aj'ag3 :MaiftHtxr. =� . at.,ka >. , .._,_. : Proje . OC' t tA i -50 Type of Inspection: T-_-‘ 1AG 1 dress: f /)-c 1* - tA Ve . In )Ni Date called: , Special instructions: f ✓� d t'.t`e `LO \, Ov11Qs 9 - l lvr V1 't R4 Date wanted: �� _ 2 Vnili. Requester: Phone: Piii .l�.': ;Liiiw•f INSPECTION RECORD Retain a copy with permit INSPECT! ' N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 X10 .- 0)-1 to PERMIT NO. (206)431 -3670 COMMENTS: "' t.1.0 s 1--� v e ,,LI2 t (49- Approved per applicable codes. Corrections required prior to approval. $47. .REINSPECTION i� REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvi., Suite 100. CaII to schedule reinspection. Receipt No: Date: �DC1lOi�W�.W:11uLl;e�lld4 -• i'�i. .:C�Y'�A''Y U�Y;� s.�3r�1.�5.�.Y ` �,i 1o " '• .L "..tiii�•iL':Hiia4k � �.. Project: 2-c Type of I ctnspei, 7a I Address: Date called: • Special instructions: Date wanted. a.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUICWILA BUILDING DIVISION - 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4.7r, 41, .fri-241.1 2„-) 40,,;(6 7/6, Itate nco-, /64-1,0-de-‘ -t7c -1 ?r Mk- ; "-p c_i02,4 C-07-1 D $47.00 REINSPECTION LEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: ...v2;p2=miaitZNIa Date: 41'0,417 •44,7,4i •'• Project Name City of Tukwila Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 6oQ'1 n # --- ° Address q7Q1 i E .titctv5 (Al & etain -- current inspection schedule' Needs shift inspection Y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: f( c// 7 °mot -oa. Authorized Signature Date FINALAPP.FRM ��. C!� r4i '„C�i7'1.. : }v(ti �i`ti3{4!*%+.v,�.:a �?. . � 'f '••'•• • Suite # Steven M. Mullet, Mayor Permit No. 44 C79 f Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 December 8, 2003 Sincerely Steve Flink 7717 Detroit Avenue SW Seattle, WA 98106 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. MO2 -046 9725 East Marginal Wy South Dear Permit Holder: • CaII the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to January 27, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Stefania Sp encer Permit Technician Xc: Permit File No. MO2 -046 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665 z 4— W tY � U O co w J N u- W O g Q O 114 uj V 0 O o F- LU w H F. U. iii U= 0 F- z July 10, 2003 City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Steve Flink Project Manager MacDonald - Miller Facility Solutions 7717 Detroit Avenue SW Seattle, WA 98106 -1903 RE: Request for Extension — Permit No. MO2 -046 9726 East Marginal Wy S Dear Steve: This letter is in response to your written request for an extension to Permit No. MO2 -046. The City of Tukwila Building Division will be extending your permit to January 9, 2004. Please be advised that this will be the only extension granted for this project and no further notice will be given prior to the expiration date. A new permit and associated fees will be required after the above -noted expiration date. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, Robert Benedicto Building Official Steven M. Mullet, Mayor RB /sks File: Permit No. MO2 -046 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206-431-3665 9 71 /03 16:05 Encompass (27:4 MacDonald - Miller FACILITY SOLUTIONS July 9, 2003 � 0,1,7V r '1 F n //,, U ✓v� O k 471A Stefania Spencer ''4iir 20 0 ,3 City of Tukwila � � T Fe Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Reference: EXTENSION REQUEST for Permit Application No. MO2 -046, 9725 East Marginal Way S. Dear Stefania: We are requesting a 180 day extension for the permit application above. Per the attached transmittal by Carson Hornor of the Boeing Co., the mechanical permit has not been signed off because the smoke damper /detector was not operational at the time and was going to be removed in the future. It has recently been removed. We should be able to call in for the final inspection within the next few weeks to close the permit. Please call with any questions or comments. Regards, MacDonald - Miller Facility Solutions Steve Flink Project Manager CC: File attachments 1-61 ifr I 06 4 074,4 Ate /iv�o3 Steve Flink-,Stefania Spencer 2/3 MacDonsld•MiUer Facility Solutions 7717 Detroit Avenue SW Seattle, WA 91101.1903 Phone: 209.7431400 Fax: 206.7974713 TRANSMITTAL SSG Facilities & Logistics Services Construction Management Mai Code 46 -24 w ; 7/9/03 16:05 To: Bob Jubie Schuchart Corporation Refer to Your Transmittal: Transmitted are the following: CITY OF TUKWILA BUILDING PERMIT D02 -037 CITY OF TUKWILA MECHANICAL PERMIT MO2 -046 These Documents are [D Per Your Request [] For Your Record Please return signed off permits. Thanks, Encompass For Your Use or Information [] For Your Comment n For Your Review Bob, The attached building and mechanical permits were from previous phases of this project. Essentially, the mechanical permit MO2 -046 was not signed off because the smoke damper /detector was not operational and we were going to remove It in the future.. The City should be able to sign this permit off since the new smoke damper /detectorlADT work Is operational on this current phase of the project. Once MO2 -046 gets signed off then D02 -037 should get signed off. Inspection Record 3: Item 1 complete, Item 2 MO2 -046 sign -off, Item 3 fire final should be complete. Please notify us promptly if there are any further questions. Copy To: DCA -9- 02016 -A2 Steve F1ink- ■Stefania Spencer Project: 9 -50 Chilled Water Upgrade Phase 2C Job No.: DCA -9 -02016 Date: 6 -19 -03 File Reference: DCA -9- 02016 -A2 For Your Action Signed: Carson Hornor Tel: (206) 544 -2668 Org. Number: GG -GG -PTMB Mail Code: 46 -24 3/3 � QQ 2 J U NO o uj 2 ga Sil ju o 0 . 0 — 0H w P U. O w z June 6, 2003 Kevin McLean 7717 Detroit Avenue SW Seattle, WA 98106 RE: Permit Application No, MO2 -046 9725 East Marginal Wy S Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to July 13, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Stefania Spencer Permit Technician Xc: Permit File No. MO2 -046 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206.431 -3665 re W 0 O rn 0 N O 2 J W: 2 O W ul 0 : O— 0 I- W W: b- . z co r January 6, 2003 Mr. Kevin McLean 7717 Detroit Av SW Seattle , WA 98106 RE: Permit Application No. MO2 -046 Location: Boeing 9 -50 9725 East Marginal Wy S Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: 'Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next scheduled inspection This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. The Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be In writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to February 1, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, K. a. Kathryn A. Stetson Permit Technician City of Tukwila Department of Community Development Steve Lancaster, Director Xc: Permit File No.MO2 -046 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206.431-3665 APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MO2 -046 DATE: 3 -08 -02 PROJECT NAME: BOEING 9-6 UTILITIES UPGRADE SITE ADDRESS: 9725 EAST MARGINAL WAY SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: PrWC/ IC,NU 1 , 12 - Building Division fie Fire Prevention r Planning Division Public Works ❑ Structural °] Permit Coordinator Incomplete a REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE: 3-12-02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route re Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 4 -09-02 0 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: cc vi U N L - 1 .1 CO LL W0 g a W z� ZO Lu to O 1— W W u. O .. Z W U= 0 Z REGISTERED. AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 ENCOMMS984CA 02/01/2004 EFFECTIVE DATE 02/01/2002 ENCOMPASS MECHANICAL. SERVICES 7717 DETROIT AVE SW SEATTLE WA 98106 Signature Issued by DEPARTMENT OF LABOR 'AND INDUSTRIES • 1 VICINITY MAP 02.14.02 BUILDING ADDRESS: 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON AREA MAP 9 -50 BUILDING LOCATION S1 S402 S403 S404 S405 S406 S407 S522 1M61 1M11 1M111 1M450 1 M457 RFM10 STRUCT — ROOF MOUNTED EQUIP. SUPPORT STRUCT — STEEL DETAILS STRUCT — PARTIAL PLAN STRUCT — STEEL DETAILS STRUCT — COOLING TOWER DETAILS STRUCT — SECTIONS & DETAILS MECH — FIRST FLOOR PIPING PLAN MECH — FIRST FLOOR HVAC PLAN MECH — 1ST FLOOR PIPING PLAN MECH — PARTIAL CHILLER PIPING PLAN MECH — PARTIAL CHILLER PIPING PLAN MECH — ROOF PLAN I a. • OA /: ::t, 9- 50 -1M522 1M522 MECH — COOLING WATER FLOW DIAGRAM 9 -50 -1 M550 1 M550_ MECH — HVAC SECTIONS & DETAILS 9 1 M551 MECH — SECTIONS & DETAILS 9 -50- -1 E61 --RWR 1E61 — RWR ELECT — 208Y 120V PLAN CHILLER ROOM 1E64 ELECT 1E114 ELECT 1E115 ELECT E4S21 /' ELECT E4S86 / ELECT E4S87 I ELECT — 208Y 120V PLAN COOLING TOWERS — 480Y/277V PLAN (CHILLER/ COMPRESSOR) — 480Y 277V PLAN COOLING TOWERS — ONE LINE — SUBSTATION #21 — ONE LINE — SUBSTATION ' 86 -- ONE LINE — SUBSTATION 87 ELECT -- E.UIPMENT PLACEMENT A 02.05.02 ORIG 12.21.01 A 02.05.02 B 02.05.02 A 02.10.02 F 12.21.01 B 12.21.01 A 12.21.01 B 02.11.02 B A B A ORIG A B NEW NEW NEW 02.11.02 12.21.01 12.21.01 12.21.01 01.23.02 02.11.02 02.10.02 02.11.02 1.29.02 BUILD 1.18.02 BUILD 1.15.02 BUILD 1.10.02 BUILD 02.07.02 02.07.02 BUILD E513 4 E515 E516 E517 E518 E519 E520 E521 E522 E523 E524 E525 E526 E527 E528 E529 E530 E531 E532 [533 E534 E535 [536 E537 [538 ELECT -- CONDUIT ROUTING — 480V CHILLERS ELECT — CONDUIT ROUTING — CMCS COMMUINCATIONS ELECT — CONDUIT ROUTE -480V TO MOTORS (CHILLERS) LAN 10.29.01 REF. C 1.9.02 REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. REF. BUILD REF. REF. BUILD BUILD BUILD REF. REF. BUILD BUILD 9 50 -1E64 9- 50 -1E114 9- 50 -1E115 9-- 50 —E4S21 9- 50 —E4S86 9- 50 —E4S87 9- 50 —E512 STRUCT — GENERAL STRUCTURAL NOTES STRUCT — MECH PLATFORM PLAN & SECTIONS A 1.9.02 • ELECT — CONDUIT ROUTING — COOLING TOWER FARM C 12.21.01 B 12.19.01 ELECT — CONDUIT ROUTING — 480V PANELS + EXTRA ELECT — CONDUIT ROUTING — 2400V SYSTEM A 10.31.01 NEW 10.31.01 NEW 9.25.01 ELECT — CONDUIT ROUTING — 480V COMPRESSOR SYS. ELECT -- CONDUIT ROUTING -- 480V PANELS — EAST ELECT — CONDUIT ROUTING — 13.8KV PRIME POWER NLw 9.25.01 A 10.31.01 A 12.21.01 NEW 10.31.01 NEW 10.09.01 NEW 10.22.01 B 1. EI FCT — CONDUIT ROUTING — 208/120v POWER COMP_ _ ELECT -- CONDUIT ROUTING — REFRIGERATION DETECTION ELECT -- CONDUIT ROUTING - - CONTROL WIRING ELECT — COMPOSITE CONDUIT ROUTING ELECT — CONDUIT ROUTING — 208/120V PWR CHILLERS ELECT -- DETAILS — CHILLER ROOM ELECT -- CONDUIT ROUTING — SUB COMMUNICATIONS NEW 2.17 12.17.01 NEW 1.7.01 ELECT -- DETAIL — CONDUIT ROUTING ELECT -- DETAIL -- CHILLER REFRIG. LEAK DETECTION ELECT — DETAIL — CHILLER REFRIG. DETECTION P NEW 10.31.01 NEW 10.30.01 NEW 1 ELECT — REFRIGERATION DETECTION SYS. DESCRIPTION ELECT -- DETAIL — CONDUIT ROUTING REFRIG. ROOM .7.02 NEW 1.9.02 NE�yWy 1.10.02 NEW 1.11.02 1 ELECT — DETAIL — CONDUIT ROUTING REFRIG. 1.7.02 ELECT — DETAIL -- CONDUIT ROUTING COOLING TOWER ELECT DETAIL — CONDUfT ROUTING COOLING TOWER ELECT — DETAIL — GROUND UND GRID UNDER SUBSTATION NEW ELECT — DETAIL — MCC HOUSEKEEPING PAD & INSTALL NEW 1 -- :11,' u1 r . . ► 02.08.02 BUILD 1.17.02 REF. 1.28.02 BUILD DRAWING NO. 9 -50 -5402 9 -50 -5403 9- 50 —S404 9- 50 —S405 9 -50 -5406 9- 50 —S407 9 - 50 -5522 9- 50 --1M11 9- 50 -1M111 9 -50- -1 M450 9 -50 -1 M457 —RFM 10 9- 50 —E513 9- 50 --E514 9-50—E515 9- 50 —E516 9 50 —E517 9- 50 —E518 9- 50 —E519 9- 50 —E520 9-- 50 —E521 9 50 —E522 9-50—F573 9 50 --E524 9- 50 —E525 9-50—E526 9- 50 —E527 9- 50 —E528 9- 50 —E529 9- 50 —E530 9- 50 —E531 9- 50 —E532 9- 50 —E533 9- 50 —E534 9-50—E535 9 50 —E536 9- 50 —E537 9- 50 —E538 9- 50 —E9b 9- 50- 6000 —CM 102 / 9 - 6000 —CM211 SHEET NO. REFERENCE: BUILD DENOTES THIS DRAWING FOR CONSTRUCTION R F = / E DENOTES REFERENCE " REFERENCE: DENOTES RELEASE EARLIER NOT INCLUDED IN THIS RELEASE CMCS — SLAVE LOCATIONS CMCS -- NEW CHILLER CONTROLS DRAWING INDEX TITLE a_ 702416 -03 s ORIG 12.21.01 ORIG 12.21.01 A 02.05.02 ORIG 12.21.01 A 02.05.02 12_21 01 ORIG 12.21.01 CMCS — CHILLER SLAVE WIRING DTLS CMCS — CHILLER SLAVE WIRING DTLS ORIG 12.21. CMCS — CWS SLAVE WIRING DTLS 01 ORIG 12.21.01 CMCS — CHWS SLAVE WIRING DTLS OR1G 1 2 CMCS CLG TWR 1&2 SLAVE WIRING DTLS 21 01 CMCS -- CLG TWR 3 &4 SLAVE WIRING DTLS ORIG 12.21.0 i S ORIG CMCS — CLG TWR 5&6 SLAVE WIRING DRS ORIG CMCS — REFRIG MONIT. SYS&ANU 1 WIRING DTLS ORIG 12 21.01 1.29.02 BUILD 12.21,01 12.21 01 • 1 1 99 o0 D PROJECT SITE 7 -127 KING couwn' • CENTER (F 99 FROM SEATTLE — TACOMA AIRPORT EAST WRca w*r CORPORATE mac i FROM DOWNTOWN SEATTLE DoT 158 599 TUKWILA DEVELOPMENTAL CENTER 4 U I I SIT EXIT 157 900 EXIT 158 FROM KENT & AUBURN EXIT 157 NO SCALE ELILD NG -S PCRADH BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 (: .;;;< v"'IT" OU S F; r 9 50 ,J08 #/07416 GENERAL NOTES d S; ,, f � a1 1 �•., •.•� •'':Ofl J any the 4 ...i. .. cc : :. �� �,t:;, RecT E )t of cort- cp G:.krLv..L..+g�,.+'LJ_ t...9 4 min y By Date Permit No ° i f CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA, MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH ABOVE MENTIONED SET OF CONNECTIONS TH CONSTRUCTION 1. VERIFY ALL DIMENSIONS AND DOCUMENTS. 2. NOTIFY FACILITY ENGINEERS SHOULD BEFORE ANY WORK. LD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO RALPH SQUIRES AT BLDG. 9 -51, AFTER COMPLETION OF THIS CONSTRUCTION. LAND USE CODE BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS FIRST FLOOR MEZZANINE OCCUPANT LOAD BUILDING HEIGHT STORIES HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE CODE SUMMARY 1 BARRIER FREE FULLY AUTOMATIC, F/S CLASS M -2 (HEAVY INDUSTRY (CITY OF TUKWILA) 1997 U.B.C., U.F.C., U.P.C., AND THE BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. GROUP S, DIVISION 2 TYPE II, NON — COMBUSTIBLE 46,210 SQ. FT. 50,718 SQ. FT. 46,210 SQ. FT. 4,508 SQ. FT. FIRST FLOOR -- 231 PEOPLE MEZZANINE — NOT TO EXCEED 29 FT. 3 PROJECT CHECKLIST CHECK BOX ® THESE DRAWINGS CONFORM TO THE 1997 U.B.C., U.F.C., U.P.0 AND THE BARRIER FREE CODE AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, COMPUANCE WITH CITY OF TUKWILA ZONING. S ' ® ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 10--k El BUILDING FLOOR NUMBER ON PRINT FOR AREA OF CONSTRUCTION_ NUMBER OF PRINTS REQUIRED FOR PERMIT PACKAGE: 0 1. TENANT IMPROVEMENT (STRUCTURAL): ❑ 5 SETS OF ARCHITECTURAL DRAWINGS 0 5 SETS OF STRUCTURAL_ DRAWINGS D 5 SETS OF STANDARD DETAILS O 2 SETS OF STRUCTURAL CALCULATIONS • 5 SETS OF ENERGY CALCULATIONS O 2 SETS OF CONSTRUCTION SPECIFICATIONS ❑ 2. TENANT IMPROVEMENT (NON— STRUCTURAL): ® 4 SETS OF ARCHITECTURAL DRAWINGS ❑ 2 SETS OF STANDARD DETAILS O 2 SETS OF ENERGY CALCULATIONS ❑ 1 TENANT IMPROVEMENT (REVISION), 2 SETS. ❑ 4. 1UECHANICAL, 4 COMPLETE SETS. 0 5. FIRE PROTECTION /SPRINKLERS, 3 COMPLETE SETS. ® BRIEF PROJECT NARRATNE: PROVIDE BUILDING MODIFICATIONS TO SUPPORT THE ADDITION AND RELOCATION SITE ASR COMPRESSORS, REFRIGERATION Cpl t�E SUPPORTING E _ A Ste. SUBSTATIONS NC RELATED ALSO INCLUDES BELOW SLAB ON GRADE WORK. • r -, .., i . - , . 77:7, FFL L:RRw0 FCR: KAS PIPING CITY OF TUKWILA BUILD :NG DIVIS'ON CITY Of TUKWILA V'PROYED APR - 2 2G02 0A0 AS PlouLD vu 10 PEOPLE (WHEN MEZZ. IS ENCLOSED) 1 SPRINKLERS THROUGHOUT •40nricirren mom BUILDING 09450 Mb COMP Mk 02.14 - 1 O CD UH1G01A SEE DET 1M61 4505 -M8 STM CD STM HWR HWS (1) Y/ COND 1 1/2" STM (15 PSI) STM 2" CHWS 2 CHWR 1 1/4" COND 2" STEAM CD -CHWR CHWS 6" STEAM 1 1/2" COND -- STM 11 CD STM EMERGENCY EYEWASH W /DRAINAGE FIRST FLOOR PIPING PLAN SCALE 1/8. _ E-0 • -CHWR CHWS f 3" STEAM • V 0 0- L14. 1.1 SIM CD STIA STM co CHWS CHWR t 4" STM 1 1/4" COND 2" STM 1 1/4" COND 6" STM 1 1/4" STM 1" COND 2" CHWS 2" CHWR LEGEND A GENERAL NOTES AIRLINE, FLR MTD W /MASTIC COVER AIRLINE, OVERHEAD DROP REFERENCE DRAWINGS CONSTRUCTION NOTES RAISE EXIST. 2" CHWS & R PIPING TO MINIMUM HEIGHT OF 19' -6" AFF • KEY PLAN sum: Now FE E R o 02.05.02 • EXIST1NG 32x16 SUPPLY GRILLE 1000 CFM EXI ING 30x 2 SUP LY GRILLE 1 CFM (TYPI 2) a /2o 32/16 P.o.c R LIN CON REPLACE LOWER WINDOW WITH N44"Wx48 "H LOUVER AND MOTORIZED DAMPER GALV. DUCT GALV. M LV. BEADED 1 UPLING WIT . TYPICAL ALLER THAN 37 "0 ■■ • U KIN #FSD60V . "4/X • 38" 1 1 2 HOUR SMO Ef FfR - x PER WITH ELEC. FUSE UN AND DAMPER ACTUATOR. FL i DUCT FIRE DETECTOR. INS ALL WITH FACTORY FRAME M i NT1NG ANGLES AND 20 CONNECT SQUARE PER TO 3 . " DUCT VIA ORY • ''r N DUCT. 36 "0 RUSKIN CDR82 CONTROL WITH LOCKING QUADRANT GALV. 3 GO ER LINE RADIO " X 1/8 E JOINT FOR 36 "0. EF-- 5001, GREENHECK CWD- 180 -10, 1 I•I6' 2 -SPEED (1725/1140) MOTOR, 3300 CFM 0 1 "sp (1180 FAN RPM), 11950 CFM 0 .5 (780 FAN RPM) 17.7 "x17.5" WALL OPENING 8x12 ACCESS DOOR 18' A.F.F. 20" X 1 ' " 22 GA GALV. 8" LONG DU T EXTENSION TO DRUM L S UVER BALANCE TO 915 CFM (TYP 6) TITUS #DL20" X 12" DRUM LOUVER, WHITE, WITH-OPPOSED FACE DAMPER, 915 CFM (TYP 6) 30 "0 20 SPIRAL S 30 "0 RUSKIN DR82 C ER W/ ADRANT 36 "0 x 90' 1 GALV. 5 1 • WITH 54" RADIUS AND 36"0 18 GA REDUCING B • W /30" & 24" AND SUP CON 20 "0 20 SPIRAL S 4 4 "0 0 ' PIRA 20 G 1 1 SLEA 1 4" SEA DUC ' ITUS 10140" X 12" RUM LOUVER WHITE, DAMPER, BALANCE 0 2 f CFM (TYP 5) 24 "'1 20 GA GAL SPIRAL SEAM DU 20 GA GALV. — COUPLING - WI TYPICAL DU 37 "0 18 GA GALV. CONCENTRIC REDUCER ( 30 "f 20 GA SPIRAL SEAM 36'0 20 GA SPIRAL SEAM D RELOCA 18500 151P, "PACE" FIRST FLOOR HVAC PLAN SLEAVE LEAVE. LLER THAN 15/19 36x18 1170 CFM FUEL TEST BL DG ' DWG 109 - 051- 4505A17 ---�' 1512 CFM 32x6 SUPPLY GRILLE TOP OF DUCT 11 AFF -, 1682 CFM 36x 18 SUPPLY GRILLE TURNING VANE (TYP.) 36/18 � ROOF EXHAUSTER, SEE DETAIL �\ 7.24 7.24..05 72415 7.3115 4,.1.05► ■► INSTALL A 42 "0 RUSKIN ICDR82 MEDIUM DUTY �, vCONTROL DAMPER WITH LOCKING HAND QUADRANT TO COMPANION FLANGE CONNECTIONS IMMEDIATELY AFTER THE 60 "0 X 42 "0 REDUCER. TIE INTO THE 60" SUPPLY DUCT WITH A 36" LATERAL AND ROUTE 36 "0 20 GA GALV. SPIRAL SEAM DUCTWORK WITH SLIP CONNECTIONS TO THE NEW REFRIGERATION ROOM. CONNECT DUCTS AND FITTINGS WITH 20 GA GALV. BEADED SLEEVE COUPLINGS WITH 4' SLEEVES. SUPPORT THE DUCT WORK AS PER DETAIL 11 & 12 ON SHEET M551 AT A MAXIMUM 120" BETWEEN SUPPORTS. INSTALL A 36 "0 RUSKIN ICDR82 MEDIUM DUTY CONTROL DAMPER WITH LOCKING HAND QUADRANT IN THE MIDDLE OF THE 36 "0 EAST -WEST DUCT RUN. PROVIDE LATERAL AND TRANSVERSE SIESMIC BRACING ON THE THE DUCT SUPPORT AS PER DETAIL 13 & /4 ON SHEET M551. INSTALL A 38" X 38" RUSKING iFSD60V 1 1/2 HOUR COMBINATION SMOKE /FIRE DAMPER WITH ELECTRICE FUSE AND DAMPER ACTUATOR AND DUCT MOUNT SMOKE DECTECTOR. MOUNT IN WALL WITH FACTORY 20 GA GALV DUCT SLEAVE AND MOUNTING ANGLES. ATTACH TO 36 "0 DUCT WITH FACTORY DUCT TRANSITIONS. PROVIDE A 12" SQUARE ACCESS DOOR FOR INSPECTION OF THE NEW FIRE DAMPER. INSTALL A 38" X 38" RUSKING i8D6 BACKDRAFT DAMPER IMMEDIATELY BEFORE FIRE DAMPER. ATTACH TO 36 "0 DUCT WITH FACTORY DUCT TRANSITIONS. 8 INSTALL A 36 '0 X 90' ELL WITH A 54" CENTERLINE RADIUS AND SLIP CONNECIONS TO THE REFRIGERATION ROOM SIDE OF THE RUSKIN FIRE DAMPER. 9 ROUTE 36 "0 DUCT WORK FROM THE DISCHARE OF THE ELL TO A 36 "0 REDUCING BRANCH "Y" WITH (1) 30 "0 AND (1) 24 "O BRANCH. INSTALL THE WYE SO THE TOP OF' DUCT ELEV. FOR THE 30 "0 DUCT IS 12' AFF. TERMINATE EACH BRANCH WITH A 45' ELL WITH A CENTERUNE RADIUS = TO 1.5XDUCT DIAMETER. 1M11 1M506 �[I]► INSTALL A 24 "0 RUSKIN iCDR82 MEDIUM DUTY CONTROL DAMPER WITH LOCKING HAND QUADRANT ' AT THE DISCHARGE OF THE 24 "0 X 45' ELL WITH 36" CENTERLINE RADIUS. ROUTE 24 "0 20 GA GALV. SPIRAL SEAM DUCT WORK WITH SLIP CONNECTIONS FROM THE DISCHARGE OF THE CONTROL DAMPER. CONNECT DUCTS AND FITTINGS WITH 20 GA CALV. BEADED SLEEVE COUPLINGS WITH 4' SLEEVES. ail►- INSTALL A 24"0 X 90' 18 GA GALV. 5 GORE ELL WITH • A CENTER LINE RADIUS OF 36" LINED UP WITH THE CENTER LINE OF THE EXISTING 40' X 20" DUCT. INSTALL A SECOND 24 "0 X 90' 18 GA GALV. 5 GORE ELL WITH A CENTER LINE RADIUS OF 36" ON THE DISCHARGE OF THE FIRST 900 ELL TO LINE UP THE NEW 24 "0 DUCT WITH THE ELEVATION OF THE EXISTING 40' X 20" DUCT. CONSTRUCTION NOTES FRST FLOOR HVAC PLM BUILDING 9-50 LEGEND GENERAL NO REFERENCE DRAWINGS ��► INSTALL A 40" X 20" TO 24 "0 X 36" LONG 18 GA GALV. TRANSITION TO THE EXISTING DUCT. PROVIDE A 12" SQUARE ACCESS DOOR FOR INSPECTION OF THE EXISTING FIRE DAMPER. pr>. CONNECT THE NEW TRANSITION TO THE 24 "0 X 90' ELL WITH 24 "0 18 GA GALV DUCT. .• INSTALL A 30 1 '0 RUSKIN ICDR82 MEDIUM DUTY --' CONTROL DAMPER WITH LOCKING BAWD QUADRANT ( r= AT THE DISCHARGE OF THE 30 "0 X 45' ELL WITH 45" CENTERLINE RADIUS. ROUTE 30 "0 20 GA GALV. SPIRAL SEAM DUCT WORK W1TH SLIP CONNECTIONS FROM THE DISCHARGE OF THE CONTROL DAMPER. CONNECT DUCTS AND FITTINGS WITH 20 GA GALV. BEADED SLEEVE COUPLINGS WITH 4' SLEEVES. SUPPORT THE DUCT WORK AS PER DETAIL #5 ON SHEET M551 AT A MAXIMUM 120" BETWEEN SUPPORTS. INSTALL A 30 "0 X 24 "0 X 18" LONG 18 GA GALV. CONCENTRIC REDUCER WITH SUP CONNECTIONS. ROUTE 24 "0 20 GA GALV. SPIRAL SEAM DUCT WORK WITH SUP CONNECTIONS FROM THE DISCHARGE OF THE 30 "0 TO 24 "0 REDUCER. INSTALL A 24 "O X 20 "0 X 16" LONG 18 GA GALV. CONCENTRIC REDUCER WITH SLIP CONNECTIONS. ROUTE 20 "0 20 GA GALV. SPIRAL SEAM DUCT WORK WITH SLIP CONNECTIONS FROM THE DISCHARGE OF THE 24"0 TO 20 "0 REDUCER. INSTALL A 20 "0 X 18 "0 X 12" LONG 18 GA GALV. CONCENTRIC REDUCER WITH SLIP CONNECTIONS. ROUTE 18 "0 20 GA GALV. SPIRAL SEAM DUCT WORK WITH SUP CONNECTIONS FROM THE DISCHARGE OF THE 20 "0 TO 18 "0 REDUCER. CAP THE END OF EACH NEW DUCT RUN AND THE OPEN END OF THE EXISTING DUCT WORK WITH 18 GA GALV. CAPS. TIE INTO THE SUPPLY DUCT WORK WITH A 20" X 12" 22 GA GALV. 8" LONG LATERAL AND INSTALL A TITUS iDL20X 12 DRUM LOWER WITH FACTORY OPPOSED BLADE FACE DAMPER. BALANCE TO 915 CFM. BALANCE (1) EXISTING 32" X 16" GRILLE AND TWO EXISTING 30" X 12" GRILLES TO 1000 CFM EACH. FILL THE EXISTING OPENING IN THE 12" THICK SHEAR PANEL WITH TWO TRACKS OF 3 5/8" X 18 GA GALV. METAL STUDS 016" ON CENTER. ATTACH A MIN. OF (2) LAYERS OF TYPE "X" GWB TO EACH TRACK OF STUDS FLUSH WITH EACH SIDE OF THE SHEAR PANEL FILL VOID BETWEEN THE TRACKS OF STUDS WITH FIBERGLASS INSULATION. THE COMPLETED ASSEMBLY MUST MEET A 2 HR UL 411 RATING. PAINT THE TO MATCH SHEAR PANEL. fgi> E DP- Vt;> D> P3> 1) ALL WORK TO BE COMPLETED IN COMPUANCE WITH THE 1997 UNIFORM MECHANICAL CODE AND ALL APPLICABLE CITY OF TUKWILA ORDINANCES. ter - �_ .., • 3) BOEING ANAL PROVIDE MUCH -OF - THE MATERWL TO BE USED TO COMPLETE THIS_•WORIC: INVENTORY THE AV ANIABLE MA TERIAL PU BOEING IS- SUPPLYING BEFORE ADDITIONAL. MATERIAL I5 RCHASED. ,- �( - • KEY PLAN Awc eac JO. ick 702416 --01 9-50 --11111 , • 1 0 A.H.U. # 18500 CFM ® 2.5 "SP 3 "0 STEAM SUPPLY (NEW) —R.A. 1 1/4" CONDENSATE RETURN (NEW) 18 GA GALV. 40/20 TO 30 "0 TRANSITION WITH SLIP CONNECTIONS ON THE ROUND END AND DUCT FLANGE ON THE RECTANGLE END. B -LINE 13-22A, DBL STRUT 60" 0 18 GA GALV. SPIRAL SEAM DUCT MAX. 72" LENGTH 2.5 II 1 36 "0 x 90 18 GA GALV. ELL WITH A 54" CENTERLINE RADIUS AND SLIP CONN. 42"0 x 45' 18 GA GALV. 3 GORE ELL WITH 52" CENTER LINE RADIUS AND COMPANION FLANGE CONNECTIONS (typ 2) • VD 36 20 GA GALV. SPIRAL SEAM DUCT . 0 Oo ®® 00 1 k 1 00 SECTION SCALE: 1/4 " =1' -0" EXISTING 30" x 12" GRILLE 1000 CFM (TYP 2) SECTION SCALE: 1/4 r -o - ?I //Ya• • 1 M11 M550 0 - 00 •Oo••o • •••• A 24" 36 "0 20 GA GALV. SPIRAL SEAM DUCT 1 1/4" X 1 1/4" X 1/8" COMPANION FLANGE JOINT FOR DUCTS LARGER THAN 36 "0. 30 "0 20 GA GALV. SPIRAL SEAM DUCT ACCEPTABILITY 145 MCI AND/Olt 18 GA GALV. CONCENTRIC REDUCER (typ) 1 7.> 5 30 "0 20 GA GALV. SPIRI,L SEAM DUCT 1.5 ROOF EL. 40' -0" ARCHITECTURAL MASTER BULDllG 9O • 40 X 1220 GA GALV. 8" LONG DUCT EXTENSION TO DRUM LOUVER OW 5) HVAC SECTIONS & DETALS 18 GA GALV. CAP ON END OF 24 "0 DUCT 24 "O 20 GA GALV. SPIRAL SEAM DUCT 20 GA GALV. BEADED SLEAVE COUPLING WITH 4" SLEAVE. TYPICAL DUCTS SMALLER THAN 37 "0 lib ma BOTTOM OF N-S BEAM 4 "0X45' 18 GA V ELL WITH A 36" ENTERLINE RADIUS AND UP CONNECITONS PROVIDE TRANSVERSE SEISMIC BRACE OFF OF VERTICAL PIPE SUPPORT BOTTOM OF- N -S BEAM 24"0 x 90" 18 GA GALV. ----L. 5 GORE ELL WITH 36" CENTER UNE RADIUS SLIP CONNECTIONS 24 "0 20 GA GALV. SPIRAL SEAM DUCT 36 "0 18 GA GALV. REDUCING BRANCH WITH 30 "0 & 24"0 BRANCHES AND SUP CONNECTIONS 18 GA GALV. CAP ON ENW OF 22" X 48" FIRE DAMPER 00 •0•••o •. •••• W8X15 WIDE FLANGE BEAM 30 "0 20 GA GALV. SPIRAL SEAM DUCT 20 GA GALV. BEADED SLEAVE COUPLING WI 4" SLEAVE. TYPICAL DUCTS SMALLER THAN 37 "0 20" X 1220 GALV. 8" LONG DUCT EXTENSION TO DRUM LOUVE (TYP 6 ) 20' X 12" TITUS /Ili , DRUM LOUVER 915 CFIA (TYP 6) MINE 111110111110MPAI 1#149 Zw409‘ • • ''' . ti:,R 'CiC2 02.10.02 �s ws- 4e0- 4e01s -+a r 11 GAUGE DUCT BAND DETAIL: ROUND DUCT HANGER UNDERNEATH BEAMS SCALE: NONE EXISTING CONCRETE BEAMS- ATTACH VERTICAL STRUT TO HORIZONTAL MEMBER WITH B —LINE 4 HOLE ANGLE 16 GA DUCT STRAP TO FIX DUCT TO TRAPEZE HANGER. 11 GAUGE DUCT BAND DETAJL SEISMIC DUCT BRACING SCALE: NONE • COL. LINE BEAM WITH EMBEDDED UNISTRUT CHANNEL 1/2 "o ALL THREAD SUPPLY DUCT B—LINE #22—A DBL STRUT 1/2"0 THREAD ROD WITH TRAPEZE HANGER AT MAXIMUM 8' INTERVAL. USE B -22 SG TRUT AS VERT BRACE. � � USE 1/2"0 BLOTS AND NUTS TO BOLT B -22A DBL. STRUT WITH U-- CLAMPS TO CONCRETE INSERTS IN BEAMS - TRANSVERSE BRACING WITH B -22A DBL STRUT AT A MAXIMUM 2/1 PITCH. PROV. SEISMIC BRACING AT A MAX. 30' INTERVAL USE B —LINE FOUR HOLE ADJ. HINGE TO BOLT BRACING TO HANGERS & STRUCTURE 4 1M11 M551 USE 1/2"0 BLOTS AND NUTS TO - BOLT B--22A DBL. STRUT WITH U— CLAMPS TO CONCRETE INSERTS IN BEAMS EXISTING CONCRETE BEAMS B—LINE 8 -22A, DBL STRUT lJ N i/2» ALL THREAD SUPPLY DUCT \-1 1/2" WIDE X 16 GAUGE DUCT BAND DETAIL: ROUND DUCT HANGER BETWEEN BEAMS ri) SCALE: NONE SCALE: NONE 11 GAUGE DUCT BAND DETAIL DUCT SUPPORT FROM W8X1 5 BEAM 5 • • 1M1111,#1551 1M11 M551 LONGITUDINAL BRACING WITH B -22 —SH STRUT AT A MAXIMUM 2/1 PITCH. PROV. SEISMIC BRACING AT A SAME. 30' INTERVAL AS USED WITH THE TRANSVERSE BRACING USE B —LINE FOUR HOLE ADJ. HINGE TO BOLT BRACING TO HANGERS & STRU URE TRANSVERSE BRACING WITH B---22 --SH ---�' STRUT AT A MAXIMUM 2/1 PITCH. PROV. SEISMIC BRACING AT A MAX. 30' INTERVAL USE B —LINE FOUR HOLE ADJ. HINGE TO BOLT BRACING TO HANGERS & STRUCTURE W8X 15 WIDE FLANGE BEAM / ATTACH TO BEAM WITH B —LINE ✓ X8435 BEAM CLAMP ATTACH DUCT SUPPORT TO B -22 —A DBL STRUT FIXED WITH BEAM CLAMP TO BOTTOM OF W8X15 BEAM 3/8 "0 THREADED ROD 4/ COL LINE BEAM WITH EMBEDDED UNISTRUT CHANNEL DETAIL: SEISMIC DUCT BRACING SCALE: NONE ATTACH VERTICAL STRUT TO HORIZONTAL MEMBER WITH B --LINE 4 HOLE ANGLE 3 1M11 M551 I r- • ;I • 14" CHWS 14" CHWR ..r 4m H APPROX. 12" OFFSET ION L. N VE D NEW 14 CHWS NEW 14 CHWR CatIST1NG VALVED CONNECTIOOJ POINTS EN EX NCI( GH 1 13•_3• .6' HIGH COVERED EIEC CHASE (REF) SEE DWG. 09-050—S403 FOR PPE SUPPORTS PP) I24' CHWS do CHWR GOWN INTO CHILLER ROOM, SEE DWG 9-50-11.4457 FOR CONTINUATION 8 "I CHWS 18 ". CHWR 24" CHWS 24" OMR RV • ST. 1racr cy ,tD • ir AFR le ant ON u ROOF {� ""/ OVER . arUt OEM ED • 14" AR 4 r --.p 1 -1/4' EXIST 14" CHNIR DUST 14" C"5 EXISTING VICTAUUC VALVE = P.O.C. r - r 14" CHWS CONTINUATION BELOW DWG 09 -YRD -1501 COOLING SUPPORT CHILLERS TOWERS #i12&113 11 do �2 #4 �3 #5&#6 �— �4 & �5 LEGEND GENERAL NOTES DOWN THROUGH ROOF, FOR CONTINUATION, SEE DWG 109-50-1M450 ASBESTOS NOTIFICATION: A GOOD FAITH SURVEY OF THE WORK AREA HAS BEEN CONDUCTED AND ASBESTOS CONTAINING 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 THE WORK AREA. PLEASE CONTACT BOEING FACILITIES DEPARTMENT IF ASBESTOS CONTAINING MATERIAL IS DAMAGED OR DISCOVERED THAT IS REQUIRED TO BE REMOVED TO SUPPORT WORK. MU 1 2.17-99 16" CHWS 16" CHWR 48'1 BOILER STAK (4 TYP) R00M LOW 4 ) WAR 1 2 • COR ar 1Hau r� f 121CWS OR 1HRU ROOF 1 C.T.4 r I C.T.2 __ 16' , oourc of o tow at " oww -- I 1 r 10 SAN SERER ' .' WR EY 222 -611 COMING TOW 1 r aR R - 1/4• r .. � J "�--r CUR FLM1lESS f a �� "� 1 n ir 111 1 . C _I..a;;� ammoniac dt ,. �•�•••••+ �w �►, w I, trir mane Jr lc as 1 1/4' MALE VOTER " 2122 -$I1 awe lm ROOF PLAN SCALE: pie = ,. -0 14` CIR le WRY wax lrali'xl2'� Ira* (2 PUS) >s —r le ,.ru OWE >r as MARLEY NCO Mli COMING TONER 2' MJW1IR r 3/4 ORAN BECTON 0 RFM10 BUIIDING 950 C.T.6 CTRIIO2A COMIC TOSEli .CIRO?A 14• Nr FLY WAX TO FUTURE TOM CONSTRUCTION NOTES NOTE: SEE GENERAL NOTES AND FLAG NOTES ON DRAWING 9 --50 -1 M520. NOTES ARE TYPICAL FOR ALL OCCURRENCES OF THE ITEM OR APP'UCATION TO WHICH THEY ARE SHOWN ATTACHED. REFERENCE DRAWINGS RFM10 r aw° ilia • • • • • [ l- 1 1 �-.. 111 . =__� 111- 24" CHWS OUTLET 24 CHWS INLET FITTING CHWS 2 TAP FOR MAKE —UP CW CONNECTION 10 TAP FOR SIDE ILTER CONNECTION FLOW METER 4" REFRIGERANT RELIEF VENT 2 1/2" CW MAKE -UP LINE IRE DISC 4iM52O I I I CHWP -- i o 1 I CHWP -5002 1 1 , ___ A Rini t�! ■N11 ■►1 ■�■' Ii o1 I , I ----- � 1 �,' • •, I 20 CHWR # i t t , I o nipi � s� _Am amaut....--,..... — _ _ ir .......••• IS 1111111 . 1] MO WNWIWPM 311 1117/A I PA ■SW/lAi I I I I rt4 FM I I FM :791111111WA FA IP' 1 7"■ffi 1 !.1111%7 :'!III►` / I �r.';�'� I, 20" CAP FOR FUTURE EXPANSION 114457 1M520 2Q" CA' FOR FUTURE EXPANSION EXISTING COOLING TOWER PIPING (REF 12' BRIDGE LEG (BELOW) CHEMICAL INJECT() FOF CONTINUATION, SEE DWG. 9 -50 -1 M450 EXIST. COMMUNICATIONS f'ULLBOX (REF.) Q > • 1M457 1M519 _____ 5' -0" 2' —,9" AIR SEPARATOR 8" CWS & CWR STUBS FOR FUTURE AIR COMPRESSORS 1M457I1M520 24" CHWR CONTINUED ON 24" CHWS DWG. 9-- 50 -RFM10 SCALE: 1 /4 = 1 " EXISTING SUBSTATION (REF) 16" 12" BOP ELO 15' -6` AFF i L CC n rI PARTIAL PIPING PLAN (z � ,rs, �ws7 DOWN TO METER, SOLENOID VALVE do DRAIN 1 _ 1 /4" TOWER BLOWDOWN I3 .-�.,- .-- .. _ is 1 i CHWP -5003 I " (FUTURE) 1 11 ,BOP EL010' -0 AlifatefAVW • 4" DRAIN STANDPIPE & 3* WASTE UNE, FOR CONTINUATION SEE DWG. 9-- 50— UGM111 CHEMICAL PORT --A —FEED 3/4" PVC SAMPLER UNE ACCEPTABUTY ms o *WOE S rc ncoo • 1 6 IGIPSOKI APP*vrE* y r MM. ONE • 0 DOERNG binxim RMS. QI.D� 12.21 01 1221.01 1221.01 1221.01 • 24'0 CWR CENTERUNE ELEV = 32 (16'6` J8OVE BLDG FLOOR) ire 2 1/2" CW MAKE -UP LINE 10' TAP FOR SIDE FILTER CONNECTION I MIECIAVAICit WATER METER AND PRV STATION 6" DRAIN STANDPIPE 4" WASTE UNE, FOR CONTINUATION SEE DWG. 9- 50— UGM111 2 1/2" CW MAKE -UP UNE 3" COOLING TOWER DRAIN 24 "0 CWS CENTERLINE ELEV = 26 (11' -0" ABOVE BLDG FLOOR) CONTINUED ON DWG. 9- 50- 11518 PARTiAL cII.L.ER PIPING PLAN BUIWING 9- OL FtoJJ-1to2 LEGEND CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN CWS COOLING WATER SUPPLY CWR COOLING WATER RETURN CW DOMESTIC COLD WATER NOTES: 1. SEE GENERAL NOTES AND FLAG NOTES ON DRAWING 9-- 50-- IM520. NOTES ARE TYPICAL FOR ALL OCCURRENCES OF THE ITEM OR APPLICATION TO WHICH THEY ARE SHOWN ATTACHED. 2. SEE PIPING DIAGRAMS ON DRAWINGS 9-50-1M521 & 9-50-1M522 FOR DETAILS OF REQUIRED VALVING, ACCESSORIES AND INSTRUMENTATION, ALL OF WHICH MAY NOT BE SHOWN ON PLANS. 114457 111519 • t I 010111101r IE ,t M / , ,- f ' '. Ci 1\1. ',/,‘ il.r.--.:-:41 • i 1 1 . v/ J i . A ..:. it- 1 \\..... P.., f .ter L i ." e , • 2 : r rh I;(dL r )N t t' [I J� ... 1 -'`� ."•,(,. c� V(I ..-,: . .7 Cat L -,r, . I r / ri L , ,, ›. r V _• 1M457 1 P . 'ENS: C = - . -,.i (' r 01.24.02 , i • I FUTURE LOCATION FOR MARLEY ACCESS DOOR PLATFORM & LADDER -_ -. I- /,'":.."›,.- , • ri 1-7- � -_ 7.. : \'� ,\ TI ,-4,/ / ic ♦ ,,.x' .,.r �..... —..,L .\ /.. "N A \ \\ / /N , , a( . a - -- I \ /4. \ \ � \ \ \ \ 4 , 2 : • 5_1:4: �, -r T ,- ` \ x A k \ % ' \ r 1 1 \ \ \ \ rt l�l / r / J 1'1'', l !j f i 1 1r1 . 114/ 1 /C Ner1.tfr � �' Nt rtt' 1"1 1 1 1 1 1 , T I pi /`,� `r' lu N t r ` .� . 4 ` 1' f l l l l l 111 + 11 1 1 1 1 1 1 1 1 1 1 r~ I"I r.li 1 1 1 1 1 1 1 1 1 II. I�T�'11- 1"1�'ITT�'�'L"1 � � UJJIILLLUJ.1 11 1 11 II ll tiL 1111111111111II Ill 1 1 1 1 1 1 1 1 1 rt' �7',/�7 -1 .L 1 I 1 1 1 I 1 III/ ,1 1 1 1 1 1.1,i'1 .-} i :,,,: ) j I r r H. . _1 I I I I+ f % 1 x , , % 1 1 \ y .\� \ < `r. ,.. y� , 7∎1 r r r 1 r r k��\ y�� �~� L ' ,� // 7r I I I I I III ,Irr1 IIII \ \ \ \ � � \\\`�, 4. ,.._r► l ! !� / /I) (Ir 1r Agi `".� ,. '' \ \ \ \ ‘4 4;:%*-- -1" ,,. r ". / / 11":„ / 111 \ `. ..7"---t °"r l e, l jv / / /// • ` \ \ � <N \ N .. .` 7 }_r /// 1\ . " c. _� �� ;./ "I � 1-. % - r --;-. I I L r r I Lvi 0 CT -5001 T I 1 T 1 1 1 1 Tr . r t. T 1 1 ., FUTURE ACCESS PLATFORM & LADDER (REF) 1 L 7 r _ CT -5002 1 ... � � l / // // ...„,..1--:11:7-1....., y ..,, \ \ 1A r� /r / . / } ♦ ♦ s j l.� K \\\ trC \\r / 7k,(1 x ♦ L � I I lly I I 1 I r / �/. / 1'`X ),- - r 1-1' , r Y� A� 1 r i 111 I L� / / / // k n I L.I/ I / ),I r x \\•C\ ►r1u4 111 111 go 1 "1774 1 r / 1 4 / TC ] Kr lu N . t r i kt'r r 1 1 1 1 111 1 1 1 r'� 1 L L- 11 f 11,,..UJJ.11LL'LUJJ1l] 1 U IIIIII111+1+111 T .JU1 11 1 1 1 1 r, 111 � l i t-- � I J 1 x 1 . '` ,/ r \ I 1 C\ \ ` .C . 1r�'' 3 ?`� / / / ar t /III ' \ t \ ![ \ 0 4,, / T 4.r I III = j�.. .'\ > / r 1. / / 1 �� � ► ~� f ^ r ' �, v j y/ / % rr " 1 1 1 I. • O T 1 1 1 1 1 FUTURE COOLING TOWERS 1 1 T 1 1 1 1 � ACCESSORY �ACCESS DOOR PLATFORM & � UDDER FROM TO PLATFORM ONLY ON THIS SIDE 1 umn: .1. Oh akt 1:1 41141, 11:11 ,,�:.�. {�a�til \II : atil I i ILI. If PA 11111110110 • '.' 1 r MARLEY BALANCING VALVE (NP) 10" MOTORIZED VALVE SERIES 377 VIC -PLUG VALVE COOLING TOWER: MARLEY NC8309H GUARDRAIL & TOEBOARD ASSY (TYP) 14" BASIN EQUALIZER LINE CT- 5003 4" WASTE LINE, FOR CONTINUATION SEE DWG. 9- 50 -UGM 111 6" DRAIN STANDPIPE 18" 1 " RECIRC. LINE - DISCHARGE INTO BASIN (TYP) 1-1/2" MAKE -UP LINE - CONNECT TO LEVEL CONTROL {TYP) 16" CWR, OFFSET ON VERTICAL CENTERLINE ELEV ' 24'10" 3" DRAIN LINE 24 "0 CWR, CENTERLINE ELEV = 32'0" (16 ABOVE BLDG FLOOR) - 2 -1/2" CW TOWER MAKE -UP LINE 1" CA TO TOWER CONTROL VALVES - D 24 " FOR CONT. SEE DW 9-50-1 M111 DOWN TO METER & PRY FOR CONT. SEE DWG. 9 -50- -1 M457 ` \ day � ���� ►�� ���a��������� um mom Tiff 40 1 " .101.,M75 : rer tom + I I it 1 1. ittsizitioni a ,41 04,6:4 tati\:111 wwr r — rwwwq r wrwwww + a w�riw L �r..,..,r I I ■ :....�.. -w ar rf •� �. 16 aliMiLVILKI•p•iffi • 24" 16" CT- 5004 18" 24 "o CWS CENTERLINE ELEV = 26'6" (11' -0" ABOVE BLDG FLOOR) 0 1M518 1M519 SIDE— OUTLET SUCTION CONNECTION OVERFLOW /DRAIN ASSEMBLY FUTURE ACCESS PLATFORM & LADDER (REF) EXTERNALLY MOUNTER MOTOR T I 1 CT-5005 T 1 I 1 I r r rr r ..r~ � � err -rte• � *+•-� 1/3/ / / / /.� . ,�\ � \ \ Yf 1 / I y / C ?'/ � r— r ,�'' \ tr(ttr VIII rll \rr I II rr\\\t ftt: � ir fi ii�i iii 1 1 1 1 111 C eUJ.1.l1 1LL UJ -lltl ACCESSORY LADDER AND ACCESS DOOR PLATFORM W/GUARDRAIL BY MARLEY 3" DRAIN CAPPED FOR FUTURE EXPANSION (TYP) 16` CWR CAPPED FOR FUTURE EXPANSION (NP) 18" CWS CAPPED FOR FUTURE EXPANSION (TYP) J L 1 r T I 1 1' 1 T " .r. - 1 1"' 1 1 1 1 1 5/ t. a r. � .1 !. CT -5006 ,1.-:----:-.----1-4--z---- — - ,,,,,, - .4- ......... 61; /j� r .'1..- .1.... 1� .1,;`:\ \ 7 16i / i' ''i :1 '1--i� ' ' i i i ir'� / �'ri k'r T -- t‘,/ N. x 11 * \ ,r \ r t l w f L� / / // iC < ' ,, .� .e \ v�c r r ■ % r 11rl l f.1 I / )/ r x '\.t' \1rt: 't 111 111 1 11 1 171T�T� >`Irr1 1 1 111 1111f 11111lx17.1 - i tltI IIIII {1Ta"Ln,J TTL .� �- UJ 111LJ.. LU 1 �' f'�- 11 1111+11111 1 11 1 1 1 1 1 1 1- t T *l ;��" > 3� �'� � ti� 1 1 1 1 ! 1 1 I) tit �.r �\ \ r r �1`,c':: r�"�.� jti I i i ;i i l i i r r r rr r rt \ �- �\�Cti C r r l r tr �, < \\ :::: � 1 '•� - L.�P ;Y 1 / x 111 r x > ` \ \�`��,[�"`_ . I I I I I I \`\ \ \\ \Y \ \ d` .rf - fi - k ♦' v %/ .. \ `( p \ ti . .1 - te r ♦ , .•..� 'ter. -.� .rr� f lj�� '�,� ;; �� rr r r — T 1 1 J. T 1 i 1 al La FUTURE COOLING TOWERS NOTE: SEE GENERAL NOTES AND FLAG NOTES ON DRAWING 9- 50- 1M520. NOTES ARE TYPICAL FOR ALL OCCURRENCES OF THE ITEM OR APPLICATION TO WHICH THEY ARE SHOWN ATTACHED. MOM Amm PULTIFONSI a MC 702416 --O3 0[,D IBS 0123. 702416 -43 OLD RUS 01.1122 M SIMI I 0 11 _411t15,467Af* ACCEPTAB1UTY OESIX NOM SKOFICA1011 6 APPIIIOWED MIPPINIONED R owns. oar MEWL 0 1 I to 11 1221.01 1221.01 8 12.21 -01 1221.01 1 ME(HYiiR MIISIER T 1 era 1 .1 LL � Torres PIPING BUILDING 950 NORTH YARD FUTURE LOCATION FOR MARLEY ACCESS DOOR PLATFORM & LADDER D.C. 1•40 • I KEY PLAN sulUE: 110ME 1M518 alli ND. 702416 -003 B as » 9-54 -111518 F 4 -- ---t-o , 02.11.02 0 • • • • • • • 1� sv i MOM ,► ,1 p ■-. � _ �. pi I•IrI•�■� --.� ', iN1 II 4" OVERFLOW STANDPIPE & DRAIN ASSEMBLY FURNISHED W /TOWER 14" CWS 3" DRAIN LINE SERIES 377 VIC -PLUG BALANCING VALVE 14" MOTORIZED VALVE TOWER SIDE - OUTLET SUCTION CONNECTION 14" BASIN EQUALIZER LINE 24" CWS 1--1 /2" CW MAKE-UP LINE & CONTROLLER TOY. TONER AR MUG BUTTERFLY VALVE (TYP) VIC —CHECK VALVE (TYP) VIBRATION ISOLATOR (TYP SUCTION DIFFUSER (TYP) A RIEV. OGE LEG & MISC. CORINECIONS 702416 -+005 702416 -003 • FLOW METER CWP -5021 CWP -5022 CWP -5023 NOTE: PUMP CONTROL PANELS AND VFDs NOT SHOWN FOR CLARITY. OLD JIMMIED 11111E RII5 012102 02.11,.02 CWP -5024 ELEVATION CHEMICAL INJECTOR _17 FITTING (3 NP) SCALE: 1 /4" =1 ' ---0" 1 M45711 MANUAL AIR VENT (TYP LOCATION) ELEVATION SCALE: 1/h " =1' -0 OFFSET 22.5' ON VERTICAL, LENGTH AS REQUIRED 16" CWR 1" RECIRC. LINE - DISCHARGE INTO BASIN BUTTERFLY VALVE (TYP) 1/4* CA TO CONTROL VALVE (TYP) 24" CWR 2 -1/2" CW SLOPE 3" DRAIN LINE 2" AIR GAP 6" DRAIN STANDPIPE 4" WASTE LINE, FOR CONTINUATION SEE DWG. 9-50-UGM111 A 1M457 1M519 1 M518 THERMOMETER (TYP) SERIES 377 VIC -PLUG VALVE (TYP) 10" MOTORIZED VALVE (TYP) CHWP -5014 CHWP -5013 CHWP -5012 CHWP -5011 NOTE: PUMP CONTROL PANELS AND VFDS NOT SHOWN FOR CLARITY. ArAillEIAW° GUARDRAIL & TOEBOARD ASSY (TYP) 12" CWR MARLEY BALANCING VALVE (TYP) 1M519 1M520 10' -2" _ I - 2' - 8�--- 2'- 9'--�- MR SEPARATOR IV it it iii iii iii 4111 411 4111, 20' STRAIGHT PIPE EXIST. SUBSTATION SHED ROOF (REF) 11' 3r COMMUNICATIONS J -BOX BEYOND (REF) er If - r a_ O a �- EXIST. SUB- STATION (REF SpECIF10l1101l 6 Rllbl81 ACCEPTABILITY INS IRSE N Naha DIME i 0 DOERING ORM R OLD MEM IIPPOORED NOTE: FUTURE ACCESS PLATFORM, GUARDRAILS & LADDERS ARE SHOWN HERE FOR REFERENCE. SEE DWG 1M518 FOR INTERIM ACCESSORY LADDER AND ACCESS DOOR PLATFORM W /GUARDRAIL BY MARLEY. 1221.01 12.21.01 12..21.01 12,2101 FIBERGLASS INSULATION - INTERIOR SIDE VIEW EXIST. WINDOW (REF) 1E(HAMf.111 YIISiER 180 O'-9" ELEVATION SCALE: 1/4 " = ALL CWS & CWR PIPING OUTSIDE OF THE BUILDING ENVELOPE IS TO BE HEAT - TRACED AND INSULATED WITH 1.5" THICK CELLULAR RUBBER INSULATION AND COVERED WITH A PVC JACKET. EXTERIOR CHWS & CHWR PIPING WILL BE SIMILARLY INSULATED AND JACKETED, BUT NOT HEAT - TRACED. SEE SPECIFICATIONS FOR FURTHER DETAILS. MAX -SPAN CALCIUM SILICATE SUPPORT W /HIGH DENSITY INSERT & GALV. STEEL SHIELD CELLULAR RUBBER INSUL'N & PVC r 1ACKET - EXTERIOR 200 140 CHILLED WATER PIPING, INTERIOR & EXTERIOR SUPPORT & RODS, SEE STRUCTURAL 18X12 VOLUME DAMPER 16X24 EXH GRILLE NOT TO SCALE BUILDING 950 C. 'F to J -1 to 2 zz ' -0" 1M11 1M519 COMPRESSED AIR dc REFRIGERANT VENT FIBERGLASS INSULATION DOMESTIC CW INTERIOR DOMESTIC CW & TOWER BRAIN EXTERIOR TYPICAL PIPE SUPPORT AND INSULATION DETAILS CHILLER PIPING 8 VENTILATION DETI1l S • DEG m CRANE RAIL (REF) COLUMN (REF) BDD -.v‘J .F -5001 18' -0" INTERIOR COOLING WATER PIPING EXTERIOR COOLING WATER PIPING PVC JACKET CELLULAR RUBBER INSULATION PIPE 1 M519 B A. NM 702416 -043 INC wa 9-50-11619 SUPPORT & RODS, SEE STRUCTURAL HEAT TRACE CABLE (TYP) CELLULAR RUBBER INSULATION PVC JACKET C _ — fi b I Mr 0 i' Q -r 02.11.02 1 • NOTE: SEE GENERAL NOTES AND FLAG NOTES ON DRAWING 9- 50- 7M520. NOTES ARE TYPICAL FOR ALL OCCURRENCES OF THE ITEM OR APPLICATION TO WHICH THEY ARE SHOWN ATTACHED. sv i MOM ,► ,1 p ■-. � _ �. pi I•IrI•�■� --.� ', iN1 II 4" OVERFLOW STANDPIPE & DRAIN ASSEMBLY FURNISHED W /TOWER 14" CWS 3" DRAIN LINE SERIES 377 VIC -PLUG BALANCING VALVE 14" MOTORIZED VALVE TOWER SIDE - OUTLET SUCTION CONNECTION 14" BASIN EQUALIZER LINE 24" CWS 1--1 /2" CW MAKE-UP LINE & CONTROLLER TOY. TONER AR MUG BUTTERFLY VALVE (TYP) VIC —CHECK VALVE (TYP) VIBRATION ISOLATOR (TYP SUCTION DIFFUSER (TYP) A RIEV. OGE LEG & MISC. CORINECIONS 702416 -+005 702416 -003 • FLOW METER CWP -5021 CWP -5022 CWP -5023 NOTE: PUMP CONTROL PANELS AND VFDs NOT SHOWN FOR CLARITY. OLD JIMMIED 11111E RII5 012102 02.11,.02 CWP -5024 ELEVATION CHEMICAL INJECTOR _17 FITTING (3 NP) SCALE: 1 /4" =1 ' ---0" 1 M45711 MANUAL AIR VENT (TYP LOCATION) ELEVATION SCALE: 1/h " =1' -0 OFFSET 22.5' ON VERTICAL, LENGTH AS REQUIRED 16" CWR 1" RECIRC. LINE - DISCHARGE INTO BASIN BUTTERFLY VALVE (TYP) 1/4* CA TO CONTROL VALVE (TYP) 24" CWR 2 -1/2" CW SLOPE 3" DRAIN LINE 2" AIR GAP 6" DRAIN STANDPIPE 4" WASTE LINE, FOR CONTINUATION SEE DWG. 9-50-UGM111 A 1M457 1M519 1 M518 THERMOMETER (TYP) SERIES 377 VIC -PLUG VALVE (TYP) 10" MOTORIZED VALVE (TYP) CHWP -5014 CHWP -5013 CHWP -5012 CHWP -5011 NOTE: PUMP CONTROL PANELS AND VFDS NOT SHOWN FOR CLARITY. ArAillEIAW° GUARDRAIL & TOEBOARD ASSY (TYP) 12" CWR MARLEY BALANCING VALVE (TYP) 1M519 1M520 10' -2" _ I - 2' - 8�--- 2'- 9'--�- MR SEPARATOR IV it it iii iii iii 4111 411 4111, 20' STRAIGHT PIPE EXIST. SUBSTATION SHED ROOF (REF) 11' 3r COMMUNICATIONS J -BOX BEYOND (REF) er If - r a_ O a �- EXIST. SUB- STATION (REF SpECIF10l1101l 6 Rllbl81 ACCEPTABILITY INS IRSE N Naha DIME i 0 DOERING ORM R OLD MEM IIPPOORED NOTE: FUTURE ACCESS PLATFORM, GUARDRAILS & LADDERS ARE SHOWN HERE FOR REFERENCE. SEE DWG 1M518 FOR INTERIM ACCESSORY LADDER AND ACCESS DOOR PLATFORM W /GUARDRAIL BY MARLEY. 1221.01 12.21.01 12..21.01 12,2101 FIBERGLASS INSULATION - INTERIOR SIDE VIEW EXIST. WINDOW (REF) 1E(HAMf.111 YIISiER 180 O'-9" ELEVATION SCALE: 1/4 " = ALL CWS & CWR PIPING OUTSIDE OF THE BUILDING ENVELOPE IS TO BE HEAT - TRACED AND INSULATED WITH 1.5" THICK CELLULAR RUBBER INSULATION AND COVERED WITH A PVC JACKET. EXTERIOR CHWS & CHWR PIPING WILL BE SIMILARLY INSULATED AND JACKETED, BUT NOT HEAT - TRACED. SEE SPECIFICATIONS FOR FURTHER DETAILS. MAX -SPAN CALCIUM SILICATE SUPPORT W /HIGH DENSITY INSERT & GALV. STEEL SHIELD CELLULAR RUBBER INSUL'N & PVC r 1ACKET - EXTERIOR 200 140 CHILLED WATER PIPING, INTERIOR & EXTERIOR SUPPORT & RODS, SEE STRUCTURAL 18X12 VOLUME DAMPER 16X24 EXH GRILLE NOT TO SCALE BUILDING 950 C. 'F to J -1 to 2 zz ' -0" 1M11 1M519 COMPRESSED AIR dc REFRIGERANT VENT FIBERGLASS INSULATION DOMESTIC CW INTERIOR DOMESTIC CW & TOWER BRAIN EXTERIOR TYPICAL PIPE SUPPORT AND INSULATION DETAILS CHILLER PIPING 8 VENTILATION DETI1l S • DEG m CRANE RAIL (REF) COLUMN (REF) BDD -.v‘J .F -5001 18' -0" INTERIOR COOLING WATER PIPING EXTERIOR COOLING WATER PIPING PVC JACKET CELLULAR RUBBER INSULATION PIPE 1 M519 B A. NM 702416 -043 INC wa 9-50-11619 SUPPORT & RODS, SEE STRUCTURAL HEAT TRACE CABLE (TYP) CELLULAR RUBBER INSULATION PVC JACKET C _ — fi b I Mr 0 i' Q -r 02.11.02 1 • • REV. NOCE LEG & WIS . COMMIS 702416-0 03 1221.01 1221.01 BUILDING 950 COL F to J -1 to 2 D.G. 1 M520 10 -2 to f4 r--r -fit 1' CAPPED DRAIN VALVE • AUTO AIR VENT VALVE M 1M520 B&G RL -20 AIR SEPARATOR L IWP -5001 MANUAL AIR VENT (TYP LOCATION) 24* CHWS BEYOND 20* CHWR 3/4 TO DRANK FLOOR DRAIN FD-1, SEE DM. Mr/HOSE THREAD CONNECTOR ' UGU -111 FOR DETAILS & LOCATION SECTION SCALE: 1/4" = 1 1 M457 I 1 M520 1Y519 B 6t)ii 1M520 , FLOW METER pi 12" BRIDGE LEG BEYOND 10 "CWS 1 D "CWR 10* CHINAS 10* CHWR r te. p1 SUCTION DFFUSER CHWP -5001 LOIN -POINT DRAIN (TYP LOCATION) - PRESSURE GAUGE VIC -CHECK VALVE TEST PORT (TYP) VIBRATION ISOLATOR (TYP) -1/2" ANGLE BRACE TO S TRUCTURE - SHOWN ROTATED O FROM ACTUAL ORIENTATION 2 EACH AT THIS SUPPORT ONLY) 4 "X4 "X3" TEE 3 "x 9" FLEXIBLE STAINLESS STEEL HOSE ASSEMBLY REFRIGERANT RUPTURE DISC (FURNISHED W/ CHILLER) CHILLER CH -5001 (CH -5002 SIMILAR) LOW -POINT DRAIN (TYP LOCATION) SECTION SCALE: 1/4" = 1' -0" 1X1457 1 M520 A VICTAULIC SERIES 300 BUTTERFLY VALVE (TYP) I REFRIGERANT RELIEF VENT - 4" STEEL PIPE & FITTINGS 1/2 HANGER ROD SUPPORT FROM OVERHEAD STRUCTURE (TYP) 10 CWS 10*CMIR 10' MOTORIZED VALVE TEST PORT (TYP) SECTION 16' -0" C SCALE: 1/4" = 1' -O" 1 M457 1 M520 0 6' PIPE SLEEVE 4" GALV. STEEL PIPE & ELBOW ON EXTERIOR VICTAULIC SERIES 377 VIC -PLUG BALANCING VALVE (TYP) 10" CHWS 10" CHWR PARAPET (REF) ROOF SURFACE (REF) THERMOMETER PRESSURE CAGE (TYP CFAI.ER CH -5001 RAILING (REF) P.O.C. SECTION SCALE: 1/4" = 1 -0 RFM10 11520 PRIMARY CHILLED WATER PRIMARY CHILLED WATER SECONDARY CHILLED WATER SECONDARY CHILLED WATER SECONDARY CHILLED WATER SECONDARY CHILLED WATER COOUNG WATER COOLING WATER COOING WATER HORIZ SPLIT CASE HORIZ SPLIT CASE DOUBLE SUCTION VERT. DISCHARGE DOUBLE SUCTION VERT. DISCHARGE DOUBLE SUCTION VERT. DISCHARGE DOUBLE SUCTION VERT. DISCHARGE 1800 1800 3000 3000 3000 3000 DOUBLE SUCTION 4400 VERT. DISCHARGE DOUBLE SUCTION 4400 VERT. DISCHARGE DOUBLE SUCTION 4400 VERT. DISCHARGE 45 45 150 150 150 150 50 50 50 1765 1765 1770 1770 1770 1770 1770 1770 1770 EQUIP NO CHWP -5001 CHWP -5002 CHWP -5011 CHWP -5012 CHWP -5013 CHWP --5014 CWP -5021 CWP -5022 CWP -5023 CWP -5024 EXIST. 14" PIPES, VALVES & SUPPORT STRUCTURE 18" CHWR 18" (TYP) 14" (TYP) SERVICE COOUNG WATER 1. FIELD VERIFY DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION AND CONSTRUCTION. 2. SUPPORT ALL NEW PIPING FROM FLOOR SLAB WITH SUPPORTS AND BRACING AT APPROXIMATE LOCATIONS INDICATED. SEE STRUCTURAL DESIGN FOR SUPPORT DETAILS. 3. NEW CHILLED WATER AND COOLING WATER PIPING TO BE STD. WEIGHT BLACK STEEL ERW PIPE, ASTM A53 GRADE B, WITH GROOVED ENDS AND STANDARD MALLEABLE IRON FITTINGS WITH EPDM GASKETED BOLTED COUPLERS, VICTAULIC STYLE 77 OR APPROVED EQUAL. 4. INTERIOR CHILLED WATER PIPING TO BE INSULATED WITH 1.5" THICK FIBERGLASS WITH VAPOR BARRIER JACKET. EXTERIOR PIPING TO HAVE CELLULAR RUBBER INSULATION WITH PVC JACKET. SEE SPECIFICATIONS FOR THICKNESS AND DETAILS. 5 • PROVIDE 1/2" MANUAL BALL VALVES AT ALL HIGH SPOTS FOR AIR VENTING AND AT LOW SPOTS FOR DRAINAGE. PROVIDE THREADED BRASS PLUGS IN DISCHARGE PORTS. 6. SEE TYPICAL PIPE SUPPORT AND INSULATION DETAILS ON DRAWING 9-50-1M519. CHILLED WATER PIPING IS TO BE ISOLATED FROM DIRECT CONTACT WITH METAL SUPPORTS. MANUAL AIR VENT (TYP L►ICATION) 18* CHWS SEE STRUC RAL DESIGN FOR PIPE S PPORT EXIST. CHI WATER PIPING (REF) TYPE GENERAL NOTES FLOW GPM DOUBLE SUCTION 4400 VERT. DISCHARGE TOTAL DYNAMIC HD FT H PUMP SCHEDULE RPM MIN EFF 1770 759: APPROX. IMPELLER DIA. INCHES 75% 9.9 759: 9.9 849: 12.625 84% 12.625 84?: 12.625 84% 12.625 75% 75% 10.5 PIPE SUPPORTS AND BRACING - SEE STRUCTURAL DESIGN (TYPICAL ALL LOCATIONS). REFER TO DETAILS ON DRAWINGS CONNECT 10" CHILLED WATER AND COOLING WATER PIPING TO CHILLER IN ACCORDANCE WITH CHILLER MANUFACTURER'S INSTRUCTIONS. THERMOMETERS TO BE WEISS INSTRUMENTS DVU35 DIGITAL VARI -ANGLE THERMOMETER, -40' TO 300` RANGE, GLASS PASSIVATED THERMISTER, 1 X ACCURACY, SOLAR POWERED, 3.5" STEM W /E35 -75BS 3/4 "x3.5" SOCKET. AVAILABLE FROM C M HOSKINS CO. INSTALL THERMOMETER IN POSITION READILY READABLE FROM THE FLOOR. CONSTRUCTION NOTES PROVIDE ADDITIONAL TEMPERATURE SENSOR WELL ADJACENT TO EACH THERMOMETER FOR INSTALLATION OF CMCS TEMPERATURE TRANSMITTER. COORDINATE EXACT SIZE AND CONFIGURATION WITH CONTROLS CONTRACTOR. TEMPERATURE TRANSMITTERS TO BE PROVIDED BY CONTROLS CONTRACTOR. PRESSURE GAUGES TO BE INDUSTRIAL GRADE 4.5'0 DIAL FACE, MULTI -PLY PLASTIC OR DOUBLE LAMINATED SAFETY GLASS COVER, 1/4" OR 1/2" BRASS BOTTOM STEM, 0 -100 PSI RANGE, 1% ACCURACY, INSTALLED WITH SNUBBER AND DUAL 1/2" ISOLATION BALL VALVES AS SHOWN. WEISS 4CTS -1, TRERICE 450 OR EQUIVALENT OF ASHCROFT OR WEKSLER. INSTALL GAUGE IN A POSITION READILY READABLE FROM THE FLOOR. PROVIDE PRESSURE SENSOR TAP ON SUPPLY AND RETURN HEADERS, TO BE USED FOR INSTALLATION OF PRESSURE TRANSMITTERS FOR CONNECTION TO CMCS. COORDINATE EXACT SIZE AND CONFIGURATION WITH CONTROLS CONTRACTOR. PRESSURE TRANSMITTERS TO BE PROVIDED BY CONTROLS CONTRACTOR. I> TEST PORTS TO BE PETE'S PLUG MODEL 100 1/4"x 1.5" LONG, BRASS BODY W /NEOPRENE SEAL FOR NON- INSULATED PIPING. USE MODEL 100XL, SAME AS ABOVE EXCEPT 3" LONG, FOR INSULATED PIPING. REMOVE GLAZING AND PROVIDE INSULATED METAL PANEL BLANK -OFF FOR ENTIRE WINDOW OPENING. PROVIDE WEATHER -TIGHT ESCUTCHEONS ON BOTH SIDES OF PANEL AT PIPE PENETRATIONS. CORE /CUT OPENING THROUGH WALL AND REFINISH WITH SLEEVE 4* LARGER THAN PIPE. FILL ANNULAR SPACE WITH INSULATION AND SEALANT. PROVIDE WEATHER -TIGHT ESCUTCHEONS ON BOTH SIDES OF PANEL AT PIPE PENETRATIONS. MOTOR HP V PH 30 480 3 30 480 3 200 480 3 200 480 3 200 480 3 200 480 3 100 480 3 75% 10.5 100 480 3 10.5 100 480 3 10.5 100 480 3 0 - I /41 0 REMARKS B&G MODEL HSC3 6x8x13 13&G MODEL HSC3 6x8x13 B&G MODEL VSCS 10x12x13 B&G MODEL VSCS 10x12x13 MG MODEL VSCS 10x12x13 83cG MODEL VSCS 10x12x13 B&G MODEL VSCS 12x 14x 12 -1 /2 B&G MODEL VSCS 12x14x 12 -1 /2 B&G MODEL VSCS 12x 14x 12 -1 /2 B&G MODEL VSCS 12x14x12 -1 /2 46 KEY PLAN SUM MOW '.._- _.. PF"A/ - .:.ti E :. ... - IOW MOSE OUTSIDE BUILDING -- SEE DWG 9- 50 -RFM 10 INSIDE CHILLER ROOM - SEE DWG 9-50-1M457 WNW 1 TO COOLING TOWERS • 14 "0 CHWS & CHWR TO BLDG 9 -101 702416-003 FROM MAKE UP WATER SYSTEM SEE SHEET 1M457 C HWS FLOW METER 2 -1/2 - 0 1 \ 2'0 ouicK FILL or �- 3/4"0 SET AT 40 PSIG P.O.C. EXISTING PIPING AND VALVES CHEMICAL FEEDER SET AT 90 PSIG 01230 24 "0 -. 10 "0 ) zt CHWP 5011 12 "0 CHWR I 24 "0 EXTERIOR INSIDE BOILER ROOM I I REF. DWG 9-50-1M450 11 tr 12 " 0 -12 "0 X12'0 'tk 5 3 - t. Irk CHWP 5012 3/4 "0 1'0 N CHWP 5013 WATER MAKEUP METER 2'0 MV 4 5, NO 18 "0 CHWR 18 "0 CHWS 24 "0 CHWR � CHWP` 5014 24 "0 CHWS ROUTE TO FED 12 "0 BRIDGE • BI- DIRECTIONAL FLOW METER NOTE: ALL EQUIPMENT AND PIPING SHOWN LIGHT -LINE IS FOR INSTALLATION ON FUTURE PHASES AND IS NOT PART OF THIS CONTRACT. Of • a T Hii ■•. 1.0 24 20 CHILLED WATER SYSTEM FLOW DIAGRAM szfi 'tt 10 "0 AS 5001 10 "0 1800 GPM AAV 3/4 "o 0 "0 MANUAL DRAIN VALVE • 24 "0 14 "0 CHWR INSIDE BOILER ROOM REF. DWG 9-50-1M450 EXTERIOR - e r [- CMIVP 5005 10 "0 1800 GPM 14 "0 CHWS CHWR ( F) EXISTING PIPING AND VALVES 24 "0 )ck CHWP 5004 [-bre 10 "0 1800 GPM Zked2\ 24 "0 716 /P20 24 - 0 (-1.0" won ACCEPTABLITY DUX MS OEM AIDAS Min OEM P.O.C. 20 "0 1800 GPM 750 TON 20'0 lk mut 01.23.02 Di 1102 CH 5001 16 "0 14 "0 CHWS & CHWR TO BLDG 9 -98 1 )ck 4' 1800 GPM 16 "0 10 "0 NIEQiA10CAL rrllS1tR 759 TON CHWP) /cH\ 5002 ( 12w0 12 "0 4 10 "0 1800 GPM 10"0 CAP FOR FUTURE USE (TYP) FULLED WATER ROW DIAGRAM BUILDING 9-50 Oft OME • NOTES: LI> FUTURE WATER CHILLER, PIPING AND ACCESSORIES TO BE INSTALLED IN SUBSEQUENT PHASE OF CONSTRUCTION FUTURE CHILLED WATER PUMP, PIPING AND ACCESSORIES TO BE INSTALLED IN SUBSEQUENT PHASE OF CONSTRUCTION. FUTURE CHEMICAL TREATMENT PIPING TO BE INSTALLED IN SUBSEQUENT PHASE OF CONSTRUCITON. FUTURE WATER MAKE -UP EQUIPMENT AND PIPING TO BE INSTALLED IN SUBSEQUENT PHASE OF CONSTRUCTION. D-_-> 10 "0 BRANCH LINE CAPPED FOR FUTURE SIDESTREAM FILTER INSTALLATION. POINT OF CONNECTION TO EXISTING SITE CHILLED WATER PIPING. PROVIDE 1" COUPLING WITH 1" BRASS CLOSE NIPPLE, 1" BRASS BALL VALVE 1 x3/4 BRASS BUSHING & PLUG FOR INSERTION OF CORPORATION STOP ASSEMBLY. VARIABLE SPEED PUMPS. DESIGN FLOW RATE OF EACH PUMP IS 3000 GPM. NORMAL FLOW IS 800 TO 3000 GPM. CHILLED WATER SYSTEM FLOW METER SCALE RANGE 0 10,000 GPM. ONICON MODEL F- 1110 --55. t1::::::a BI- DIRECTIONAL FLOW METER ON BRIDGE LEG - SCALE RANGE 0 - 2400 GPM ONICON MODEL F8 -121 Q -SS. VIC -PLUG BALANCING VALVE (TYP) itob- MOTOR - OPERATED BUTTERFLY VALVE (TYP) D>. FLEXIBLE CONNECTOR (TYP) K>. THERMOMETER (TYP) TEMPERATURE TRANSMITTER (1W) D>. PRESSURE GAUGE W/ SNUBBER (TYP) K>.- PRESSURE TRANSMITTER (TYP) RC> PRESSURE/TEMPERATURE TEST PORT ('PETE'S PLUG") - (TYP) Kos- LOCATE CAPPED DRAIN VALVE AT LOW POINTS OF PIPING SYSTEM (TYP. LOCATION) V:7>• LOCATE MANUAL AIR VENTS AT HIGH POINTS OF PIPING SYSTEM (TYP. LOCATION) ArItI2progier WET 1M521 "°` 702416 -003 9-- 50- 1111521 OM MO SUCTION DIFFUSER (TYP) CHECK VALVE (TYP) 702416 -003 M.:; {1 Q ^ Yr; -c =r• ` tATt 01.2302 I r CH 5006 10 2200 GPM 750 TON • H`�.I� —•- -{�I It • -►- . . ----� I F Et ' AI r I /CT 5U0 V 10 "0 2200 GPM 750 TON -1(D H � T - ---14) -- -.-- - NOTE: ALL EQUIPMENT AND PIPING SHOWN LIGHT -LINE IS FOR INSTALLATION ON FUTURE PHASES AND IS NOT PART OF THIS CONTRACT. 120 16'4 20'0 bk CAP FOR FUTURE EXTENSION (TYP) 8" TAP FOR CWR FROM FUTURE AIR COMPRESSORS )4, 20 "0 24 "0 20 - 0 24 "0 10 "0 f 2200 GPM I 750 TON 8 TAP FOR CWS TO FUTURE MR COMPRESSORS COOLING TOWER f ' OVERFLOW & BASIN DRAIN 4'0 3'0 16'0 24"0-' � 18'0 J 1 0 " 0 1 /4" CA (NP) 1 CH \ 5002 / • / 5003 [♦-0 - 2--1/2'0 10 "0 2200 GPM 750 TON 24 "0 14" EQUALIZER +! LINE 1/2" CA 14'0 COOLING WATER SYSTEM ROW DIAGRAM i BALANCING VALVE 1100 GPM (TYP) 10 PNEUMATIC VALVE (TYP) MARLEY BALANCE VALVE (TYP) FLOW METER 750 TON V CAP FOR FUTURE USE (TYP) I A CT 5004 �a,H - ''� by 24' 0 16• 0 'a,F 1/4" CA (TYP) 14" PNEUMATIC VALVE t -1/z" CW CAP FOR FUTURE 24'0 1$,0 EXTENSION (TYP) 24" CWS 1" FROM BLDG COMPRESSED AIR SEE SHEET 1M111 CWR (90'0 1" RECIRC. LINE SUMP LEVEL CONTROL (TYP. FOR EACH TOWER) BLOWDOWN METER . CwS /4 10 "0 2200 GPM FROM MAKE UP NC BYPASS WATER SYSTEM ---. • VALVE SEE SHEET 114457 2 -1/2 "0 WYE STRAINER W/ BLOWDOWN VALVE T I • WATER MAKEUP METER 3" DRAIN 2 -1 /2" CW 1" CA 24" CWR FILTER RELIEF VALVE SET 75 PSIG 141 1 PRV, SET 20 PSIG PRV, SET 50 PSIG SLOW - CLOSING SOLENOID VALVE 1� 3/4 "0 2-1/2"0--%, 1 0 '0 i (502 (50 (5023) 5024 { c l IC} I I fr H E I H E ---1 \ c:: : J Q ' 6 U L C___ 1 F 1 0- • CT (5005) ]-1., LA- CO 4 12 "f (TYP) 14°0 (1W) L i- -________ DRAIN STANDPIPE FS* OUTSIDE BUILDING - SEE DWG 9- 50 -1M518 INSIDE CHILLER ROOM - SEE DWG 9- 50 -1M457 CORROSION COUPON M � RACK 0, 3/4•0 SCH 80 PVC 3/4'0 SCH 80 PVC ELECTRONIC CONTROLLERS PROBE 0PLUG 1 1 LOFs3k STRAINER ( 0, L CHEMICAL FEED PUMP CHEMICAL CHEMICAL.. PORT -A --FEED PORT -A -FEED (BIOCIDE) (CORROSION INHIBITER) 0 D::;' 10 "0 BRANCH LINE CAPPED FOR FUTURE SIDESTREAM FILTER INSTALLATION. PROVIDE 1" COUPLING WITH 1` BRASS CLOSE NIPPLE, 1' BRASS BALL VALVE 1x3/4 BRASS BUSHING & PLUG FOR INSERTION OF CORPORATION STOP ASSEMBLY. E::: :: . FITTING FOR FUTURE ADDITIONAL CHEMICAI. TREATMENT INJECTION. • VARIABLE SPEED PUMPS. DESIGN FLOW RATE OF EACH PUMP IS 4400 GPI. NORMAL FLOW IS 1200 TO 4400 GPM. E>:- COOLING WATER SYSTEM FLOW METER SCALE RANGE 0 - 15,000 GPM. ONICON MODEL F- 1110 -SS. VIC -PLUG BALANCING VALVE (TYP) SUCTION DIFFUSER (TYP) CHECK VALVE (TYP) MOTOR - OPERATED BUTTERFLY VALVE (NP) FLEXIBLE CONNECTOR (NP) THERMOMETER (NP) ID> TEMPERATURE TRANSMITTER (TYP) PRESSURE GAUGE WI SNUBBER (TYP) W=.- PRESSURE TRANSMITTER (TYP) Ez> PRESSURE/TEMPERATURE TEST PORT (`PETE'S PLUG) — (TYP) Et:::;'. LOCATE CAPPED DRAIN VALVE AT LOW POINTS OF PIPING SYSTEM (TYP. LOCATION) No- NOTES: FUTURE WATER CHILLER, PIPING AND ACCESSORIES TO BE INSTALLED IN SUBSEQUENT PHASE OF CONSTRUCTION. FUTURE COOLING TOWER, PIPING AND ACCESSORIES TO BE INSTALLED IN SUBSEQUENT PHASE OF CONSTRUCTION. LOCATE MANUAL AIR VENTS AT HIGH POINTS OF PIPING SYSTEM (TYP. LOCATION) K>.- PROVIDE NALCO TRASAR 3000 FLUOROMETER, LMI DC4500 CONDUCTIVITY CONTROLLER, ORP CONTROLLER AND ALL REQUIRED ACCESSORIES FOR MONITORING AND CONTROL OF WATER CHEMISTRY. ITEMS ARE SHOWN SCHEMATICALLY - CONSULT NALCO REPRESENTATIVE (CHRIS WYRICK, PHONE 800 - 527 -2068, X6806) FOR DETAILS OF CONNECTION. ORP CONTROLLER AND PROBE ARE TO BE RELOCATED FROM AN EXISTING LOCATION AT LONGACRES PARK AND WILL BE SUPPLIED BY BOEING, INSTALLED BY THIS CONTRACT. :z:::::a ITEMS CODED WITH * ARE TO BE SUPPLIED ALONG WITH THE CONTROLLERS. MO t!) M.:R a 8 2.202 oFqm • a ----1-+A NI MG I lu II 2 1/2" CW MAKE-UP TO NEW CHILLER ROOM 111 2" GALV 16" CWR THRU ROOF 3' -6" 14x14 10 FOR CONTINUATION, SEE DWG. 9-50-1M457 CONSTRUCTION NOTES CONNECT NEW 2-1/2" COPPER CW LINE TO EXISTING 2-1/2" CW PIPING BEHIND MCC. PROVIDE BALL VALVE AT P.O.C. PROVIDE 4" DIAMETER SLEEVE AT WALL PENETRATION AND FIRESTOP OPENING AROUND CARRIER PIPE. FOR CONT SEE DWG NQ 109-000-4021-M1 & M2 q14" CHWR 22 AFF VALVED & CAPPED 2" MAKE-UP WATER IN CHWR RISER (FUTURE USE) MV (BOTH LINES) c 14" CHWS 24 AFF CONVERSION RON OVUM Xi CPO 1L 10*-460-4019-111 El+ OED CHILLER ME 180111. OBELI ruar 702416-003 1M60 1M510 11160 111511 16x14 NEW 14" CHWR LATERAL BRACING SEE SK-S4 (SIM) &LW — 111RJE 5-1..816 5.186 MECIVINICAL MASTER BUILDING 9-50 COL A-F 1 .9-11 702416-03 9-50-10450 NEW 16" CHWS NEW 16" CHWR OLD CHILLER PAD (REF) 4i16x10 16" CHWS 1 1/4" COPPER OLD CHILLER PAD (REF) 16x114 16x1 16" CHW EXISTING CHILLER 3/4" SCH 80 PV I CHILLED WATER BY-PASS CHEMICAL FEEDER, ON FLR SEE SHT M-4 FOR PIPING DIAGRAM 12x12x8 1 • PARTIAL PIPING PLAN SCAUE: 1/4 = 1-10" • 1 1/4" STL 41 1 1/2 CW E 16" CWS THRU ROOF 16x14 3" DRAI 1 1/2" MAKE -U • LEGEND GENERAL NOTES 1. FIELD VERIFY DIMENSIONS AND CONDITIONS PRIOR TO FABRICATION AND CONSTRUCTION. 2. SUPPORT ALL PIPING FROM W10x15 ROOF PURLINS OR TRUSS BOTTOM CHORD PANEL POINTS. REFERENCE DRAWINGS PUMPS CHILLED WATER PUMPS 1800GPMO174FT TDH 125HP, 1750RPM CONDENSER WATER PUMP 2200GPM 0 50fT TDH 40HP, 1150RPM II;‘R o 8 ?.:02 PERU INS 1610-41610-41”9-11 i i ISM NEW CHM AM P.O.C. TO EXISTG. r CA LINE 1 --- INSTALL NEW 3/4" �.I ■" FILTER-& -PRESS . RE ` " I REGULATOR ASSEMBLIES RUN CONTROL AR PIPING FR?M THIS POINT TO AUTOMATIC isoLATio VALVES ON CHILLED WATER AND COO ,.ING■ 1 1 . WATER FEEDS TO EACH CHILL CHILiki o 1 ‘ 1' CW (EXIST) 1 1/4" CW --' 1/2" DF 1" MASTIC COVER 1" CA TO COOLING TOWERS, SEE DWGS 9 -50-1 457 & 1M518 INSTALL NEW FILTER & PRESSURE REGULATOR ASSEMBLIES ,�--1 1/4 CW 1 > /a' CW 1 1/2" AIR X 1 702410-03 1/2" 1/4" INS V rE 1221.01 Q A srr 1/z r -- MASTIC COVER (:- 1M61 1M504 1 1/4" CW • EMERGENCY EYEWASH w /DRAIWaE FIRST FLOOR PIPING 'LAN scrns.: I' N N ` BATTERY CHARGER i OFFSET /2" COtk AIR ...1" AIR 1 1/2" AIR 1/2" CW , TRENCH EYE WASH AIR DUPLEX 1M111 1M455 ri r , "' It I x AitA, FIRST FLOOR PPING PLAN BUILDING 940 IECFMNfIIL W1S7ER OOI. F -1 -3 A 1 W /MASTIC COVER , M T V AIR NE DROP OVERHEAD DR u o 0 LEGEND AIRLINE, FLR MTD GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES 0.c vs 111(4 KEY. Wit T F 12.21.01 702416-003 9-50-1M111 ma i�-e --un I EL 12.49 P.O.C. TO D(ISTING 4 M REMOVE 0 1 PEW JOG COMMON Fill OUR 10 am mg 100 - 450-4501 -111 L NEI CHUM T 11EV. A & NEC. 001110:1 70241$ -4103 i III r F(r Tr R I 1 1 I I I � .____i L r i _ -.= I II �/ ,'" 6,- FCO L 2" SINN 10.66' +11103117 -02 7012414-03 ir 0* c OLD II I I I I I I 11 II I I SLOPE 0 0.20 IN /FT SAN " VTR/TOWER DRAIN 6" STANDIIPE W /4" TRAP & WASTE CONNECTION NEW ELECTRICAL VAULT (REF) 62.911 12.,2101 0124.02 II I I UG�1111 II I.E.= 14.33 '1 (14 BELOW 11 FLOOR SURFACE) u 4" STANDPIPE W /3" TRAP. CONNECT TO EXISTING 3' WASTE & UGM111 I VTR UP COLUMN r 2 FD 1 DE C. O. 2" FD-1 3" TROP � WASTE CON (TYP. FOR 5 P . 4" 4" SS DOWN 2" VENT UP i UNDERGROUND PIPING PLAN SCALE: yr = r-o* sr • E ww■• gLATMEAFAVig* • 5. 3" D.S. EL. 12.53' �+. M EL. 13.40' FCO IIPIPPOINED Or 3" D.S. EL. 14.02' EL. 14.08' 6" S. EL. 15.27' +DEAN MON 941 6 NPPKIMED 1 6" STANDPIPE W /4" TRAP do WASTE CONNECTION --�- I FLOOR ..w.wEEw R SEA 7.2315 723,05 72305 7.3115 alas ROOF RUN VENT OUT THROUGH WINDOW OPENING AND UP TO ABOVE ROOF PARAPET 2" VENT SECTION SCALE: 1/4* = C.O. NDOW (REF) 4" WASTE Add SECTION B SCALE: ip = r- 4" TO P --TRAP & STANDPIPE DRAIN A UGM111 UGM111 Nr" 2" VENT d ..--- EXIST. WINDOW (TYP) UNDERGROUND PIPING Ruw BULDING 9"50 IE(KVICAL MASTER OOI. F- N / -1 -3 0 LEGEND STS- STS ---- CW A FC0 , GENERAL NOTES 1. FINISHED FLOOR ELEVATION IS 15.50 FEET. 2. FLOOR DRAIN FD--1 TO BE JR SMITH 3140 6" DEEP RECEPTOR WITH 12.5" SQUARE NICKEL BRONZE RIM AND SECURED FULL SOLID COVER. PROVIDE DRAIN WITH DOME STRAINER AND 2" OUTLET SIZE. 3. NEW WASTE PIPING TO BE SV HUB & SPIGOT CAST IRON SOIL PIPE AND FITTINGS WITH LUBRICATED PUSH -ON RUBBER GASKETS, TYLER PIPE WITH TY -SEAL GASKETS OR EQUIVALENT. CONSTRUCTION NOTES CONNECT NEW PIPING TO EXISTING 4" WASTE UNE. EXACT LOCATION AND ELEVATION TO BE FIELD DETERMINED. PROVIDE FLOOR CLEANOUT AS INDICATED. CONNECT EXISTING 3" BRANCH UNE INTO NEW 4" WASTE LINE. EXACT LOCATION AND ELEVATION TO BE FIELD DETERMINED. CONNECT 2" FLOOR DRAIN OUTLET WITH INCREASER FITTING TO 3" P --TRAP AND WASTE CONNECTION, AS REQUIRED FOR A COMBINATION WASTE & VENT SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 910 OF THE 1997 UNIFORM PLUMBING CODE. COORDINATE INSTALLATION OF NEW FLOOR DRAINS AND WASTE PIPING WITH INSTALLATION OF CONDUITS AND OTHER UNDERGROUND ITEMS SHOWN ON ELECTRICAL DRAWINGS. IN GENERAL, ROUTING OF WASTE UNE WILL HAVE PREFERENCE OVER CONDUIT ROUTING DUE TO CRITICAL SLOPE REQUIREMENTS. REMOVE GLAZING AND PROVIDE INSULATED METAL PANEL BLANK -OFF FOR ENTIRE WINDOW OPENING. PROVIDE WEATHER-TENT ESCUTCHEONS ON BOTH SIDES OF PANEL AT PIPE PENETRATIONS. SEE STRUCTURAL DRAWINGS FOR ACTUAL DETAILS OF FOOTING AND FLOOR SLAB. REFERENCE DRAWINGS N1b1 as efts! d"*111 J MA? 0 g �u2 .�. 20 / t - D.C. SAN OM IMO cW -A STORM SEWER SANITARY SEWER COLD WATER AIR FLOOR DRAIN UGM111 702416-003 FLUSH CLEANOUT DOWN SPOUT DRINKING FOUNTAIN KEY PLAN SCALE. 101IE B 9-50-UGM111 01.24.02 • / J