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Permit PG11-016 - BOEING #2-127
BOEING #2 -127 8123 EAST MARGINAL WY S PG1 1 -016 City oilTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: /fwww.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT Parcel No.: 0001600020 Address: 8123 EAST MARGINAL WY S TUKW Project Name: BOEING #2 -127 Permit Number: PG11 -016 Issue Date: 02/16/2011 Permit Expires On: 09/20/2011 Owner: Name: BOEING COMPANY THE Address: PROPERTY TAX DEPT , PO BOX 3707 M/C 20 -00 98124 Contact Person: Name: ERIN EATON Address: 18802 80 AV S , KENT WA 98032 Email: ERINE @SHINNMECH.COM Contractor: Name: SHINN MECHANICAL Address: 13301 SE 26 ST , BELLEVUE WA 98005 Contractor License No: SHINNMIO60QP Phone: 206 - 462 -0311 Phone: 425 - 373 -9800 Expiration Date: 11/19/2011 DESCRIPTION OF WORK: BUILDING 2- 127 /UTILIDOR CONSTRUCTION. INSTALL OF DOMESTIC WATER SYSTEM (COLD/HOT /HOT WATER CIRCULATION), SANITARY SEWER, RAINWATER LEADERS, STORM SEWER AND NATURAL GAS SYSTEMS FOR NEW BUILDING (D10-265). REVISION #1 AFTER PERMIT WAS ISSUED includes installation of a 3" WATTS RPPA Series 909 FOR IN- PREMISE ISOLATION (PROTECTS FROM CHEMICALY TREATED FEED WATER GOING TO THE BOILER). Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: $39,831.00 $683.81 SEATTLE CITY LIGHT Permit Center Authorized Signature: Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perform r. of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions on the back of this pe Signature: Print Name: ffe,40 0:1-700 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -4/10 PG11 -016 Printed: 04 -25 -2011 PERMIT CONDITIONS Permit No. PG 11 -016 1: ** *PLUMBING AND GAS PIPING * ** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire- resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: * * * * * * * * * * * * * * * * ** PUBLIC WORKS * * * * * * * * * * * * ** Applicant shall obtain a separate a separate Public Works Construction Permit (fee $250.00 + 5% of construction cost) for installation of a Reduced Pressure Principle Assembly (RPPA) downstream of existing 3" Water Meter for Bldg 02 -127 premise isolation. 14: 3" REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) FOR IN- PREMISE ISOLATION SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND TESTED BY A CERTIFIED TESTER. THEREAFTER ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TEST RESULTS SHALL BE FORWARDED TO TUKWILA WATER DEPARTMENT, MINKLER SHOPS AT (206) 433 -1860. doc: UPC -4/10 PG11 -016 Printed: 04 -25 -2011 Parcel No.: Address: City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: //www. ci. tukwi la. wa. us PLUMBING /GAS PIPING PERMIT 0001600020 8123 EAST MARGINAL WY S TUKW Project Name: BOEING #2 -127 Permit Number: Issue Date: Permit Expires On: PG11 -016 02/16/2011 08/15/2011 Owner: Name: BOEING COMPANY THE Address: PROPERTY TAX DEPT , PO BOX 3707 M/C 20 -00 98124 Contact Person: Name: Address: Email: ERIN EATON 18802 80 AV S , KENT WA 98032 ERINE @SHINNMECH.COM Contractor: Name: SHINN MECHANICAL Address: 13301 SE 26 ST , BELLEVUE WA 98005 Contractor License No: SHINNMIO60QP Phone: 206 - 462 -0311 Phone: 425 - 373 -9800 Expiration Date: 11/19/2011 DESCRIPTION OF WORK: BUILDING 2- 127 /UTILIDOR CONSTRUCTION. INSTALL OF DOMESTIC WATER SYSTEM (COLD/HOT /HOT WATER CIRCULATION), SANITARY SEWER, RAINWATER LEADERS, STORM SEWER AND NATURAL GAS SYSTEMS FOR NEW BUILDING (D 10 -265). Value of Plumbing /Gas Piping: Fees Collected: Electricity Provider: $39,831.00 $620.81 SEATTLE CITY LIGHT Permit Center Authorized Signature I hereby certify that I have read art • ex governing this work will be compli d wit The granting of this permit does not p es construction or the performance of work. on the back of this pe ••• Signature: Print Name: Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: V tut 11 ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions ee.ciu �I k Date: ZA0 /0611 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. doc: UPC -4/10 PG 11 -016 Printed: 02 -16 -2011 PERMIT CONDITIONS Permit No. PG 11 -016 1: ** *PLUMBING AND GAS PIPING * ** • 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R -3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor /ceiling assemblies and fire - resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: * * * * * * * * * * * * * * * * ** PUBLIC WORKS * * * * * * * * * * * * ** Applicant shall obtain a separate a separate Public Works Construction Permit (fee $250.00 + 5% of construction cost) for installation of a Reduced Pressure Principle Assembly (RPPA) downstream of existing 3" Water Meter for Bldg 02 -127 premise isolation. doc: UPC -4/10 PG 11 -016 Printed: 02 -16 -2011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Ba& P• avv.A- -10bt© -7Cr King Co Assessor's Tax No.: OOUJD --002-0 a C� p�,.� ��y -1-- C :. 'i Site Address: z I Zr��j, Ci I b 1 mot_ w Suite Dumber: 42 °I 2i Floor: Tenant Name: i&ff ,1 ro L, New Tenant: ❑ Yes Property Owners Name: , " Mailing Address: .1".0 ` 3 x 07O7 f rilig : J 1 33' 0 City �'� -L1.• /5)12.1— 22(r7 State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Mailing Address: E -Mail Address: {g8c2 , ?th -S. o hi/in meth ,Crm2., Day Telephone: 2CIP -1 p 2-0311 City Fax Number: UP- State Zip 20-—q86) MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: SH Hi 010 f v l td' /-I-)1 Oft'_ f not SIN. /Q. E411--c Y � E -Mail Address: er►nE SIrlinnmet.h.&41t- Contractor Registration Number: Stiw4 /v OLto ' City State Zip Day Telephone: /7.5- ` 203 - 9800 Fax Number: 925- 3 - t<<<t Expiration Date: ARCHITECT OF RECORD - All plans must be stamped by architect of record Company Name: Mailing Address: Contact Person: E -Mail Address: �cS �r PJ1tie. 30C, &llirl -/ u.L&J 12 3f4zi' citl.) t`j Sr-560 .- i1 4 C/811 7 City State Zip Day Telephone: 2 €X," iq i - %�q Z.- C Cs l'� a L� 11111 La4'riS i�lt�J , &I l"`- Fax Number: . 'en/ -- qe.500 ENGINEER OF RECORD - All plans must be stamped by engineer of record Company Name: t L tt t t �p 1 i'- (- Mailing Address: ) 101.i0�) #Nil1D fl -t, 51C Z ) E -Mail Address: 'i -c . �]I 7 ?S��'ic�l 1`! S 1`1`1 t 1 � n�� , cwt._ . Contact Person: H:\Applications\Forms- Applications On Line\2010 Applications \7-2010 - Plumbing -Gas Piping Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: 7zo State Zip Page 1 of 2 V a,(, 'c, .efiL Oc. e Giza- 1 oF5 c c, On th¢i2_ Valuation of Project (contractor's bid price): $ 1 _ // F3/ c �/� ,, Scope of Work (please provide detailed information): Uttb. 2-1 Z' /Uh4d� ea? yir j in) tZn i •( :rnia Jri L` -vre i di lb / -j1 fitir G ie eifeo )f Sfi1) %l%C/7 �t i) U tt1Z (cacti (Qaci-2 a--wil e Ai-e4Z__ -I- ( ,u-a L._ ) l &- t nS Verna # DI a - 21a r) Building Use (per Int'l Building Code): =- Occupancy (per Int'l Building Code): (1Z(UP I''..Z < I0) Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fibre Type: Qty F Tyler Qty Ire Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) f Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain 2 Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) 17 Water heater and /or vent I Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and /or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Nan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). 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. BUILDING OWNER EN • Signature: Print Name: 6l L) E% A) Mailing Address: 18$OZ gOrri rqL, S 1Day Telephone: City Date: /26 /% gro3z State Date Application Accepted: [—)..14 I Date Application Expires: Staff Initials: H: Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Plumbing -Gas Piping Permit Application.doc Revised: 7-2010 bh Zip Page 2 of 2 Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 0001600020 8123 EAST MARGINAL WY S TUKW BOEING #2 -127 RECEIPT Permit Number: Status: Applied Date: Issue Date: PG11 -016 ISSUED 01/24/2011 02/16/2011 Receipt No.: R11 -00797 Initials: WER User ID: 1655 Payee: Payment Amount: $63.00 Payment Date: 04/25/2011 02:34 PM Balance: $0.00 SHINN MECHANICAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 034156 63.00 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 Total: $63.00 63.00 doc: Receiot -06 Printed: 04 -25 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0001600020 Permit Number: PG11 -016 Address: 8123 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 01/24/2011 Applicant: BOEING #2 -127 Issue Date: Receipt No.: R11 -00126 Payment Amount: $620.81 Initials: WER Payment Date: 01/24/2011 02:22 PM User ID: 1655 Balance: $0.00 Payee: SHINN MECHANICAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 033806 620.81 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.103.00.00 000.345.830 000.322.103.00.00 Total: $620.81 96.60 124.16 400.05 doc: Receiot -06 Printed: 01 -24 -2011 INSPECTION RECORD . Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Q Q e„ 1 *I C. z -- 12.-7 Type of Inspection: I; r NA AL, PI,-al...N• In Address: 9%23 E. w1ARGivJAL Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: a-0 (--g-123 s-r ci 14 5 • Approved per applicable codes. a Corrections required prior to approval. COMMENTS: per Ait:T. i�MPIeJ1� A M3 AwnicJA 6y ( u ,I�-� t� ; R u LI (1 C! /l ? '1)0-e Inspect r: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 P(0j1 - olio Proje&'- l'-'1/ �- Type of Inspection: [ r k A r ‘ Af A4-- Address: . 122 Mivllo. -1,4.1. . Date Called: Special Instructions: Date Wanted:! -' f/ r a.m. Requester: Phone No: Approved per applicable codes. O Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit I SPECTION NO. PERMIT NO. C-P41• CITY OF TUKWILPeBUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 pro. m,e.,, 427 Type,q f 0 Inspection: H f.i e fi- , Address: i T-3 kbWaf Date Called: Special Instructions: Date Wanted:4 - I/ r2,6) i i - a.m. (1_137-1 Requester: Phone No: 70 CO - '1 23-554, Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Pet-'1‘ A-ervw4 , 17_4) P c Ap ion, '5 F'D r rt. sTh.6 -cr 1.."17--- -- lei 4' PetUp A ?:P t.,,,1„,p%h-C_F At it'Au 1e du.e_AZI rh /— b AS ..------■ ik. Inspect° : A -V REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be 1--" paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. p‘ii, ((ta INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 V— Proyectc A to ^ _ I ^ 1077 G 'L Type of Inspect: + p� ZOO A' r�/�f cJi,,,k,, Address: fS ( 3 F. Mil& AMC-_ Date Called: 4 -1 CA,M--br -L7,s,A4 t___`' e . ,e) Special Instructions: Date Wanted: 3 — 2 f ■*(..t4 GOA 1 & (C--C P1 LA-1 Ad 1 a.ms Requester: S Phone ( --4 "2-3 - -11. ElApproved per applicable codes. orrections required prior to approval. COMMENTS: J 4QQiL ! 1-7--f) /cf. ` 1 ( " r 4 -1 CA,M--br -L7,s,A4 t___`' e . ,e) /9 /.0., ■*(..t4 GOA 1 & (C--C P1 LA-1 Ad 1 S ii or: 1 /i ❑ REINSPECTION FEE RE4 IRE d. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspe Date: _ 4-3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 P6a-ot(6, Protct: i — 2.. ..... 1 2:7 / Type of Inspection: Address: g 1 2,3 , Date Called: Special Instructions: / Date Wanted.:.e. -5- 14 '' 11 .....----... P-In• Requester: Phone No: —g 7/0 6 —47,3 9-1e? VI'Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1) psT A- RproJei Of\ &) I( - 0g bodiJ . . „----... A Inspe Jv Date:3. 14_ (( REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14` 6300 Southcenter Blvd., #100; Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 . Pr e � ,� ct: "� �• —'f' } Tvpe o nspection: trs+. Jai k Addrs: C.- Aerte /till Called: Special Instructions: Date Wanted: .., �- -- 2 ..- / if a.nm p.m. Requester: Phone No: Approved per applicable codes..: DCorrections required prior to approval. Sp COMMENTS: iy? b Inslfector: /t; I0at_? r' �. • REINSPECTION FFFE REQUIRED. Prior•to 'next inspection. fee must be paid at 6300 Southcenter.'Blvd.. Suite 100. Call to schedule reinspection. i ElCorrections required prior to approval. • COMMENTS:. A / J f n,,J` e,--d``. 3 1,..„.644) , -iceA r. ,h tI ( -?5 -e , „5 i I. . Inspector: Date: �.REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be . paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD ' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila. WA 98188. ' (206) 431-3670 Permit Inspection Request Line (206) 431-2451 .•! 106/11511€3, Project: -?a/ Type of Inspection;„ . ri.0 h n 4-X. Address: 91.P3 6-2760.5 Date Called: o503//1 Special Instructions: . ..„ - Date Wanted: OS/i/Shi . Requezzn &Warn Phone No: ..a., €9010 V ,43-"I'Pr 9_ EiApproved per applicable codes. EJCorrections required prior to.approval. • COMMENTS: trEceived- +if 6'4414vatssimer-zwi Inspector: t)S Date: 31/41// REINSPECTION FEE REQUIRED: Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinSpeetion. • BACKFLOW PREVENTION ASSEMBLY TEST .REPORT DOMINIC McLAUGHLIN STATE CERTIFIED INDEPENDENT OPERATOR Contractor # MCLAUPB963JE GREATER SEATTLE AREA & PENINSULA PHONE: (206)890 -8337 FAX: (206)588 -1276 mpbackflow@gmail.com ACCOUNT# NAME OR PREMISE -brit Commercial Er Residentlal ❑ SERVICE ADDRESS .2- ' 7 cm( ZIP CONTACT PERSON S 1f. -.v,) 7 PHONE ( ) FAX ( LOCATION OF ASSEMBLY 0 S 4 if,/ ? ,/ ? 1-1" 44O4 DOWNS'IR AM PROCESS P%ZG' l'I- - W -.1-Sd t -¢TICS DCVA 0 BPBAir PVIiA 0 OTHER NEW INSTALL EXISTING 0 REPLACEMENT 0 OLD SER # PROPER INSTALLATION? YES 1INO 0 MAKE OF ASSEMBLY ''f /73 MODEL S% SERIAL NO. /9.2433 SIZE 3 .1 INITIAL TEST PASSED FAILED KVA / MA DCVA / RPM BM OPENED AT 2" 7PSID fleMLEMI AIR INLET OPENED AT PSID CHECK VALVE NOrj CHECK VALVE NO.2 CLOSED TIGHT • LEAKED • PSID CLOSED TIGHT LEAKED 0 PSID G #t CHECK rf PSID �'��� AIR GAP OK ?,45._ DID NOT OPEN • NEW PARTS . AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART '. CLEAN REPLACE PART 0 0 CHECK VALVE HELD AT PSID 0 • 0 LEAICED 0 0 0 0 • is ❑ ® • 0 0 0 ❑ • 0 0 0 . ■ CLEANED REPAIRED 0 TEST AFTER REPAIRS CLOSED TIGHT • CLOSED TIGHT • OPENED AT •PSID AIR INLET PSID LEAKED 0 PSID LEAKED 0 PSID #1 CHECK PSID CHIC VALVE PSID PASSED • FAILED O • AIR GAP INSPECTION: Required minimum air gap separation pro ided7 Yes 0 No 0 Detector Meter Reading REMARKS: LINE PRESSURE /17 PSI CONFINED SPACE? A"-C"-) TESTERS SIGNATURE: /t" CERT. NO. BAT 4253 DATE d 57/q7 TESTERS NAME PRINTED: DO INIC S. MCLAUGHLIN TESTERS PHONE # (206) 890 -8337 REPAIRED BY: FINAL TEST BY: CERT. NO. DATE LIC NO MCLAUDS960JE DATE CALIBRATION DATE i 1 THE BOEING COMPANY BOILER & AIR COMPRESSOIWOIARKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRINICTION FILE COPY SECTION 15100 VALVES AND ACCESSORIES SEPTEMBER 15, 2010 3 • Worcester Controls 2.04 BACKFLOW PREVENTION ASSEMBLIES A. Backflow prevention assemblies that protect potable water system reduced pressure type manufactured by Watts Regulator or Febco selected from the State of Washington Department of Health Apprc Prevention Assembly list for the intended installation orientation (http://www.doh.wa.gov/ehp/dw/Programs/backflow_prevention.ht PART 3 - EXEC 3.01 FIELD QUALITY CONTROL CODE C shallte theRO rnd sh i 1 ved :awl 1 U ). City f . WED FOR PLIANCE o G Dniigin�l A. Examine and test valves after installation for alignment, tightness, operability and proper orientation in pipe. B. Correct or reinstall all valves revealed by inspection of the Boeing Construction Manager to be improperly installed. 3.02 INSTALLATION A. When more than one piping system material is joined to a valve, ensure systems components are compatible and joined to ensure the integrity of the system is not jeopardized. Provide necessary joining fittings. Use dielectric unions where joining dissimilar materials. B. Provide flanges, unions, or couplings for valve servicing. C. End preparation and bore of valves shall match equipment connections and piping for various services specified. D. Provide access doors for access to concealed valves. E. Where lines of lower pressure rating tie into services or equipment of higher pressure rating, install required valve conforming to higher rating between connections. F. Drain Valves: Provide drain valves at piping system low points and where indicated, 3/4" valve for line sizes 3/4" through 2 ", 1 -1/2" for 2 -1 /2" through 4" and 2" for 6° and larger unless noted otherwise. G. Provide isolation ball valves upstream of all pressure sensing devices. H. Locate shut -off valves to permit isolation of system mains, branches and risers, equipment and piping specialties, from the balanc�ft�gd piping system, without loop or system shutdown. R VISIO Page 283 MAR 2 0 2011 TUKYVI�.H RECEIVED HGI Project No. 12395.00 15100 -5 PUBLIC WORKS MAR 22 2011 PG 1 1%-0 1 (0 PERMIT CENTER BOEING 02-127 Boiler House Job#10-2041 SUBMITTAL Product: Backflow Prevention Manufacturer: Watts Specification / Dwg: 15120 2.05.D Date of Submission: 1/28/2011 Erin Eaton - Project Manager Dan Strong - Project Superintendent H CONFel-'`q,,IS TO DESIGN CONCEPT CONFOR.MS TO DEOIGN CONCEPT WITH rr3H-VIS;ONS AS NOTED J NON-CONPORNI!NG-REVISE & RESUBMIT • Uf eaCIN •••• ' HURL CROUP INC, 1 8802 80111 Avenue S. — Kent, WA 98032 425-203-9800 (Office) 425-203-9801 (Fax) 1 i =ill•- r. eai>l� azartd p�i�atFon� ,' ES -908L Job Nome Job Location Engineer Approval Osu x, o2-12--7 Series 909 Reduced Pressure Zone Assemblies Sizes: 21/2" -10" (65- 25Omrn) Series 909 Reduced Pressure Iona Assemblies are designed to provide cross- connection control protection of the potable water supply In accordance Mee national plumbing codes. This series can be utilized In n variety of instogrUons, including health hazard cross - connections In plumbing systems or for conlain- mem at the service tins entrance. With Its exclusive patented relief valve design IncorpomUng the'alr- In/vararrout° principle, It provides substertialy Improved rolls( valve discharge performance during the emergency conditions of com- bined bac slphonage and badgrressure with both checks fouled. Features E Reptensible bronze seats Stainless steel Internal pane • No special tools required for servicing • Captured spring check assemblies * Fused epoxy coated & lined ohoclz Industrial strength sensing hose Raid reversible roller valve • Nr•IrJwater ocrt relief valve design provides maxiniurn capacity during emergency conditions Available Models ... Suffix: BB - bronze body (2W 3" only) (94, 76mm) LF - IAlthout shutoff valves NRS - non - rising stem resilient Seated gale valves .. DSY - ULJFM outside stem & yoke resilient seated gate valves OT-FDA - FDA epacy coated quarter-Wm ball valves S - cast Iron strainer S -FDA - FDA epoxy coated strainer Note: The Installation of a drain lino is recommended. When Installing a drain line, an ab gap Is necessary. Specifications A Reduo3d Pressure Zone Assembly shall be Installed at each cross- CenllaC- 110n to prevent backst)rhonage and beclgtressitre baddiow of hazardous mate- rials Into the potable water supply. The assembly shall consist of a pres- sure differemtei relief valve Ia:ated In a zone being two positive seating check valves and captured springs: Backslphonage pratectlen shall Include provision to adroit Fir directly Into the reduced pressure zone vie a separate channel from the water discharge channel The assembly shall include two tightly dosing shutoff valves before and after the valve and Iasi decks, The mcRamhly 4h411 moat fha ranl,lra i Ie of ECRF QM Iniq• Ewwi Contractor Approval Contractor's P.O. No Representative First Check Assembly Relief Vaivo Seoond Check Assembly Relief Valve Seal Relief Valve Piston Relief Valve Piston Assembly Wiper Seal Bottom Plug Spring Assembly Now Available WaitsBox insulaEpclvsuros. For more information, send fdr.Jlipilture IMPOf7TAle: NOIRE GOVERNING AOTRORIj FOR EOM #13741-477011 c a Dimensions — Weights NOTE: Valve may be furnished with (2) OSY or (2) NRS Shutoffs. NOTE: Relief valve section Is reversible, therefore, can be on either side and is furnished standardly as shown. Quarter -turn (Q1 ) Valve Welts 0-4000 Sodas Bali Maas Send for F -134000 In mm N. A aim Al b. nun (083)• In mm (1831 In arm Ire 0 nno In I. mm A 254 D In on 8 (01) N. nne N. T mm 816 Ou los. OSY Ihs. kps 0s. OT Jrrc, 235 85 41% 040 20% 10 4 6 :; s 8 c 3 .8 683 308 12 305 13 8 400 14► 230 195 :! 2 61 1: ;t . 3 :; Inilralr1011 133 ;r, 9 10% 2813 516 33 6 883 1 279 6 244 6 408 9s __0 r 26 r :4 ;,1 4 100 66 . 1400 2 4 102 8 "- 0°:.4: 6 8 ; N M E ;6 4 102 3 , 1 8 Mi !' 4 365 3r 1: 4 0 13 3. ; . 9 50 + :. 530;4 705 10 408 6 162 45 1130 16 ate ae: t;i • 3;6 710 ; r 782 346 0 2. ; �;t �, i 3 , 9 �r 55 1.03 1 �� 1 288 0M711 91 dB' 1 !41,f ; i 1• 10 250 9315 2378 4836 1190 46% 1102 23% 605 916 2411 8736 1711 21 633 12182 318 1236 318 21 633 2160 080 22.311 1911 3716 1686 'UL, R4 approved bac(diow prevenient must tndude t8.1FM opploved DSY pato Woo. Air Gap Dimensions who Instilling a drain lino on Series 908 beekflow Wavenioro Del Ore 0lstollad 2016800, 1180 908 AG 891188 air gaps. her Ordodea So. '"suta.t4tiS ..., N, " .: • ',34gIOHT,: N11 8;. no Y Oudo 8.5 A 254 13 0 033 185 Medellin. 12.7 3 le run In. nun M. rum Rre knc 00910 4 0881378 11' - 3" 0098909 4 100 12% 308 12 305 833 210 1W - 2' 009 141 433 111 033 171 2 61 3.25 1,47 608 1316 r 133 613 8 200 21% 649 909A6 -1( 0881365 4' - 8° 969 633 162 9% 244 9 7B 6.25 2.83 600 ` 26 0. •:c 161 470 370 168 :.I Li, a :: '3 8 "- 0°:.4: . 1 4 ;6 4 102 6.60 D8 For liana Ow bactdlow premiers Mailed vericeily (flow down), a intetated air nap 1s rotlammnndad. 3 Strainer Dimensions 'sr.a.t Jg' In rem ;•,r -. 0. - - - M mm wS1lmelisjlln- ..., N, >.'' .-...camliT,'..! D mm qa N11 8;. no k 21 8.5 10 254 10 25+1 033 185 28 12.7 3 80 108 267 10 254 7 178 34 16,4 4 100 12% 308 12 305 833 210 60 27 8 150 103 470 20 608 1316 343 133 613 8 200 21% 649 _72,% 678 16M 394 247 112 10 260 28 600 ` 26 711 161 470 370 168 t - Dlmonalon required for men rBnwYal Materials Check Valve Bodies: FDA epoxy coated cast Iron or bronze Seats: bronze Trim; stainless steel Roller Value Body: 21/20-3" (60 -80mm) bronze 4`•10° (100- 250mm) FDA epoxy coaled cast Iro.1 Teat Cocks: bronze body ball valve Pressure — Temperature Temperature Range: 33 °F •110 °F (56C-43°C) continuous, 140 °F 160 °C) intermittent Maximum Working Pressure:175psi (12.08 bar) Standards AWWA C511-92 IAPMO PS 31, SBCCI (Standard Plumbing Code) USC manual for Cross- Connactlon Control, 8th Edition Capacity 'Typical ma:datum flow rate (7.5 leoVsec.) pi 138 20 103 10 08 10 85 5 21hu (65mm) OP 0 25 00 18 100 115 160 176 280 775 280 270 300 ppm 0 05 190 295 300 475 570 605 700 855 030 10451140 6 7.5 .... 15 1pi 15 23 4.6 Mpg 1004 psi 138 20 103 15 00 10 30 6 6P 0 0 4" (100mm) 1dA psi 120 20 100 300 200 700 6 15 300 1140 7.5 2.3 8" (26Dmm) 403 1320 10 3.0 600 1000 10 4.5 000 pm 2280 " ' 133 18 68 10+^ 33 6 AP o 200 400 800 000 1000 1200 0 180 talc 1200 3040 7800 4580 6 7.5 1.0 7.3 1400 1800 5320 8054 10 5.0 1823 2000 ppm 6040 7600 tom rp/ LIPs 2 How It Operates The unique relef valve e3nskuctlml Incorpo- rates two channels: one for at one for water. When the relief valve opens, as in the acaowpanytlW air-Maser-out diagram, the right-hand channel admits air fro the top of the reduced pressure zone, reiloving the zone vacuum. Tdv3 channel on Ma left than dndrs the zone to atmosphere. Tnerefore,11 both ctiec kvatves foul, and simultaneous negative amply and pesltive beckpresarra develops, the !oiler valve uses the air -IW water -out (enable to step potential iecldlow. Approvals 8 us C UO A wad 1013 0844 ft Approved by the Foundation for Cross - Connection Control and Hydraul c Research at the University of Southern Callfornla. IPA pct 138 20 103 16 69 10 86 0 81 0 rdPa pd 138 21 103 10 60 10 38 5 3" (8omm) 60 1110 100 160 1010 380 670 700 1.5 2.6 6" (150mm) w 260 600 360 400 Opm 950 1140 1330 1010 Ipm 16 fpr 45 D111 00 0 0 ItPs pd 130 20 109 16 89 10 35 0 200 403 000 000 700 1520 2280 3040 6 75 15 2.3 1000 3500 10" (250mm) w 1200 1400 1100 ppm 4500 6320 6080 On 15 fps 4.0 0513 8P 0 000 1000 6 1.6 1000 ROD 1500 2000 0700 7890 1.6 2.3 2500 053 10 3.0 V� • RIF .. FILE COPY CREVIEWED E Shinn Mechanical Clarifications to Public Wo s comarinvED FEB 16 21111 DATE: 3 PR h OJECT: PERMIT NO: PL February 11, 2011 Boeing Bldg 02 -127 PG11 -016 AN REVIEWER: 1 City of Tukwila BUILDING nivi1inN ECEIVED FEB 1 2011 TULA PUBLIIWORKS Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. On sheet M135 please verify, if there is an existing Reduced Pressure Principle Assembly (RPPA) for premise isolation downstream of existing 3" City WM or one is being proposed as part of the Bldg 02 -127 building permit D 10 -265. If there are no provisions for premise isolation the applicant shall apply for Public Works construction permit to install the required RPPA. Please reference spec 15100 2.04.A (Also attached). An RPBP device is scheduled for the new 02 -127 bldg. Submittal data on this device is also attached. 2) On sheet M134R Construction Note #3 refers to drawing M616R, however this drawing was missing in your plan submittal. M616R is attached. It details the 3" Compressed Air branch demolition shown on M134R demo dwg. 3) On sheet M451 provide explanation of B2 activity in Construction Notes. The Bldg. 2 -85 work shown on M451 was separated out under Permit# PG11 -015. It was requested at submittal that we leave the associated dwgs. in the permit set for reference as the new supply line for Bldg. 02 -127 originates in Bldg. 02 -85. 4) On sheets M454, M520 and M523 provide explanation of A2 activity in Construction Notes. The Bldg. 2 -85 work shown on M454, M520 and M523 was separated out under Permit# PG11 -015. It was requested at submittal that we leave the associated dwgs. in the permit set for reference as the new supply line for Bldg. 02 -127 originates in Bldg. 02 -85. 5) On sheet M455 provide explanation of C2 activity in Construction Notes. The Bldg. 2 -85 work shown on M455 was separated out under Permit# PG11 -015. It was requested at submittal that we leave the associated dwgs. in the permit set for reference as the new supply line for Bldg. 02 -127 originates in Bldg. 02 -85. 6) On sheet M450 callout points to 6" backflow preventer. Please specify backflow manufacturer /model number and submit cut sheet for the proposed backflow. On the cut sheet please circle backflow to be installed. Add this backflow to the Equipment Schedules on sheet M2A or M2B. The Bldg. 2 -85 work shown on M450 was separated out under Permit# PG11 -015. It was requested at submittal that we leave the associated dwgs. in the permit set for reference as the new supply line for Bldg. 02 -127 originates in Bldg. 02 -85. For informational purposes the 6" Backflow Prevention device is existing in the 2 -85 bldg. The only new work is the addition of the 4" CW line connected to the existing 6" CW, and is covered under our Bldg. permit #PG11 -015. CQR0MQk2ulaYM 41)(9 l;J r t1 RECEIVED FEB 112011 PERMIT CENTER THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 16100 VALVES AND ACCESSORIES SEPTEMBER 15, 2010 36. Worcester Controls 2.04 BACKFLOW P VENTION ASSEMBLIES A. Backflow prevention assemblies that protect potable water systems shall be the reduced pressure type manufactured by Watts Regulator or Febco and shall be selected from the State of Washington Department of Health Approved Backflow Prevention Assembly list for the intended installation orientation (http: / /www. doh. wa. gov /ehp /dw/ Programs /backflow,.prevention.htm). PART 3- E FIELD QUALITY CONTROL 3.02 A. Examine and test valves after installation for alignment, tightness, operability and proper orientation in pipe. B. Correct or reinstall all valves revealed by inspection of the Boeing Construction Manager to be improperly installed. INSTALLATION A. When more than one piping system material is joined to a valve, ensure systems components are compatible and joined to ensure the integrity of the system is not jeopardized. Provide necessary joining fittings. Use dielectric unions where joining dissimilar materials. B. Provide flanges, unions, or couplings for valve servicing. C. End preparation and bore of valves shall match equipment connections and piping for various services specified. D. Provide access doors for access to concealed valves. E. Where lines of lower pressure rating tie into services or equipment of higher pressure rating, install required valve conforming to higher rating between connections. F. Drain Valves: Provide drain valves at piping system low points and where indicated, 3/4" valve for line sizes 3/4" through 2", 1-1/2" for 2 -1/2" through 4" and 2" for 6" and larger unless noted otherwise. G. Provide isolation ball valves upstream of all pressure sensing devices. H. Locate shut -off valves to permit isolation of system mains, br nc equipment and piping specialties, from the balance of each c system, without loop or system shutdown. HGI Project No. 12395.00 15100 -5 Page 283 1"1... .: J..J �.. O..�IJ..... C..�1.__......i 1 A /A I.... Co... A.......w......1. . -..... ...... 1......., ....rv. ED FOR PLIANCE ApponvFn FEB 16 2011 City of Tukwila BUILDING DIVISION A h•oft ■.• ve.;a, en.tln A- 5ff PrOge GoNs-r-pm cTioN1 PEO4 if 15 r,e Q u Fog- RPPPr ►iJstRa.Nfio.). it)5 BOEING 02 -127 Boiler House Product: Manufacturer: Specification / Dwg: Date of Submission: i '_ICONFCRMS TO DESIGN CONCEPT CON CP MS TO DEuIGN CONCEPT WITH REVISIONS AS NOTED it j NON-CONFORMING-REVISE & RESUBMIT Job #10 -2041 SUBMITTAL Backflow Prevention Watts 15120 2.05.D 1/28/2011 Erin Eaton - Project Manager Dan Strong - Project Superintendent REVIEWED FOR CODE COMPLIANCE mbonnuFn FEB 16 21111 City of Tukwila BUILDING rnvisinN :,,,,,,,...1... •....: ct•4 il:i N ?.E`-tit,f. \i R.N. (?r0' `.:4!. - x ..: Al, 'v.r .h;uy.ill.;u A kRY+:ll yl S:Vk1. AI ^' 'i- 1:�1iti!!ILi`r \ \.: F!.....1 ':.A ttxb`6 All. CY K^'a.:;I..N \'f. to •.. -oATE y,//// HARFUS GROUP INC. 18802 80th Avenue S. — Kent, WA 98032 425 -203 -9800 (Office) 425- 203 -9801 (Fax) Job Name Job Location Engineer Approval Foi Hea1f Haiar`d ; ES -80BL `_a4+ hoot ions.::. 10 Contractor Approval Contractorts P.O. No Representative Series 909 Reduced Pressure Zone Assemblies Sizes; 21/2" -10" (65- 250mm) Series 909 Reduced Pressure Zone Assemblies are designed to provide cross• connection control protection of the potable water supply In accordance with national plumbing codes. This series can be utilized In variety of installations, Including health hazard cross - connections In plumbing systems or b r contain- ment at the service line entrance. With lie exclusive patented relief valve design Incorporating the 'air- InAvater -our prindple, It provides substantially Improved rand valve dtsehorge performance during the emergency conditions of com- bined baclrslphonage and badgrressure with both checks fouled. Features • Replaceable bronze seats • Stainless steel Internal parts • No special tools required for servicing • Captured spring check assemblies • Fused epoxy coaled & lined chocks • Industrial strength sensing hose • Field reversible relief vows • Air- Intwater -out relief valve design provides maximum capacity during emergency conditions Available Models Suffix: BB - bronze body (2!h", 3" on (64, 76mm) LF - without shutoff valves NRS - non - rising scam resilient seated gate valves OSY - UIJFM outside stem & yoke resilient seated gate valves OT-FDA - FDA epo> y coated quarter -turn ball valves S - cast Iron strainer S-F DA - FDA epoxy coated strainer Note: fie Installation of a drain line Is recommended. When installing a drat° line, an air gap is necessary. Specifications A Reduced Pressure Zone Assembly shag be Installed at each cross- crstnee- lion to prevent backsiphonage and backpressure backflow of hamrdous mate- rials Into the potable water supply. The assembly shalt conalst of a pres- sure Marmite! relief valve located in a zone between two positive seating check valves and captured springs. Backslphonage protection shall include provision to admit air dlreaily Into the reamed pressure zone vie a separate channel from the Water discharge channel. The assembly shall include two tightly dosing shutoff valves before and after the valve and last cocks. The n "Ramhiu aharl maaf fha rannlramanfe of 6CRF QM 1n17. ■WW6 First Chock Assembly Relief Valve Relief Valve Body Flange Relief Valve Seal Relief Valve Piston Relief Valve Plslon Assembly Wiper Seal Bottom Plug Spring Assembly Now Available WattsBox Insulated-Enclosures. For more Information, send fOr.7ltsitature FS -WB:• . IMPORTANT: UJQU1REWI HGOVERNINGAtr1NORI7TES FOR 9 4 hYSTAUAfllN IEIf11ED FOR C(COMP ADocroillgIn FEB 16 cu i'1 Cry of Tukwila BUILDING n1111gint' Dimensions -- Weights NOTE: Valve may be fumished with (2) OSY or (2) NRS Shutoffs. NOTE: Relief valve section is reversible, therefore, can be on either side and Is furnished standardly as shown. Quarter-turn (QT) Valve Waits G-4000 Sodas Bali Valves Sand for F -04000 `.SUE(I fl r la mrn A fa ram Ai h. nun (OWYl' bt mm ?. , C 1801 h arm d1/21E1151615; 0 bt OM h L mm 009AG -F 0801378 8 bt mm 0 (01) bt aua T h arm 8n0 8v KOs tYElAfif'' OSY ►bL *Gs. ;a 07 0c. iqs 21/2 65 41 040 2014 10 4 0 238 • 3 8 603 i}'iii. 1 I2+0 t 6 00 tosa 230 19 .+ + : 1?r ;r 3 : + minim Or, 0 1014 280 511 33 26 683 1 279 6 • 408 9t + PIM ! r' ;,+ 100 56 1409 p, + MI F 3� ti , 1 + ti '1 iii�Li� 1 365 •— I' 4 0 1 3 Y ■! 8 50 M 30 785 10 406 6 162 45 30 16 408 •fi. FIIIM M 6 t4 ' 8 82 8 2t.t +' ,fit t IIM . 4 r 9 is .4 Irrn - i -03 1' 286 1 6: 9' 48 • :+ i • ; Ed + ;_ +. 10 250 9311 2378 4836 1190 451/2 1102 23% 605 91 248 8714 1711 21 539 123 318 121/2 318 21 633 2160 900 2230 1011 3716 1886 'UL, FM approved bruidlow ammeters must Include UIJFM approved OSY gate valves. Air Gap Dimensions When 816100100 a drain One on Series 808 bacMlow preventars Bid are inEtefad had- Nattily, taro 009 AG settee air gaps. ben Body medal We 0ntbda0 Code Sadasialiam • .`', A mm coa.:!S1olts ii la. Baea ' • ; 88. amt . lifti011T Ds kip 009AG -F 0801378 1W — 3" 0091909 WP — 2" 009 141 qr 434 111 631 171 2 51 3.25 1A7 909A6-1( 0801385 4' — 6" 809 - 0' 61/2 162 934 244 3 76 6.25 2.83 %IILi ,•,+ 1881 +7 0 " -1t' ,+: i}'iii. 1 I2+0 ([gym 6.60 03 For flange elm ba+tbw proventers installed venially (Bow don), a fabricated Mr Sop la recommended. 3 Strainer Dimensions '6RE(Ofp • bt mm "'-.L+_ • M h. mm .D(r4Eti5( Otis•'+.... 811 h. ram -' 7 8 bt mm ''i17dGlir -0.. PoE kn. 2 66 0 264 0 0, 66 2+ 7 11 267 7 8 34 5 00 2 308 •!5 Itzu ..+ 7 6 18 0 608 , K et 8 200 IIMIMI 6'r 1 2.' •1 20 1 8 470 379 169 t— Dimension required for screen removal - REVIEWED FOR CODE COMPLIANCE AppDAVFD F E B 1 6 L u l l City of Tukwila BUILDING Diminni Materials Check Valve Bodies: FDA epoxy coated cast Iron or bronze Seats: bronze Trim: stainless steel Relief Valve Body: 2W -7 (00 -BOmm) bronze 4' -10° (100- 250mm) FDA epoxy coaled cost Idol Test Cocks: bronze body ball valve Pressure — Temperature Temperature Range: 37F-110°F (5 °C -43 °C) continuous, 140 °F (60 °C) Intermittent Maximum Working Pressure: 175ps1 (12.06 bar) Standards AWWA C511 -92 UAPM0 PS 31, SBCCI (Standard Plumbing Code) USC manual for Cross- Connection Control, Bth Edition Capacity 'Typical =dm= flow rote (7.5 fealsec.) kPa psi 138 20 103 10 60 10 35 6 67 0 0 2v8 (65mm) kPa psi 136 20 103 16 00 10 30 5 25 05 ri0 78 100 285 100 026 160 176 200 300 475 570 665 760 7.6 _ 2.3 4" (100mm) 275 250 270 300 pm 666 950 10451140 pa 16 fp 4.6 *072 OP 0 0 Uhl t1 138 20 103 I6 09 10 35 6 100 380 200 700 6 1.6 200 1140 7.6 2.3 8" (200mm) 400 16710 10 3A 600 1900 10 4.8 How It Operates The unique relief valve consbuotbrvt Incorpo- rates two chamois: one for alt, one for wateE When the relief Valve opens, as In the accompanying air-Inkster-out diagram, the right -hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The channel on the left than drains the zone to atmosphere. Therefore, If both check valves foul, and simultaneous negative supply and positive hedap:assure Patent a dovelaps, the rrdlef valve uses the ter-Nd 4,241,752 wader -out *dole to slop potential backflo.v. Approvals 031 c us 1013 664.4 od Approved by the Foundation for Cross- Canneotlon Research at the University of Southern California. kOa pal 138 20 103 15 05 10 86 6 3° (80mm) w Water Alt Out In REVIEWED FOR CODE COMPLIANCE istmonuFn Co trot and HydrauIa FEB 16 2U11 City of Tukwila BUILDING nivIRInN op 0 kPa ptI 138 20 103 16 60 10 35 6 60 100 100 160 200 360 670 700 t.6 1A 250 300 359 400 pm 050 1140 0330 1620 18 4.0 mM 6° (150mm) w 000ppm 6P 0 0 2280 Om O+Pn 87 0 200 400 580 000 1000 1300 1400 1000 a 760 1815 2250 3040 3600 4600 5320 8500 6 7.5 10 1.5 2.3 3.0 181m 2000 app 0840 76001pm 1P° 54a kho pd 138 20 103 15 59 10 38 5 200 400 600 000 1000 1200 700 1620 2280 3040 8505 4500 5 7.0 1.0 2.3 10° (260mm) 1400 1600 pm 6320 6580 ymt 16 tps 4.8 0 87 0 0 500 1000 6 1.6 1000 3800 1600 2000 1700 7000 7.5 2.3 2500 0800 10 30 6000 Opm ml" N195565.04 E1278915.73 r9> 0' M> 10' 6 x4 "•ECC FOB 55' 65' 75' SUPPORT PIPE AS NEEDED AT TIE -IN M616 M602 6•CAP 6•A� 76•A300 6•CAP 19 80' — MATCHLINE CONT'D THIS SHT. PARTIAL SCHEMATIC PLAN SCALE: 1/8" MATCHLINE CONT'D THIS SHT. r IT I �g z co co I- I- D F-- Z w v 85' 135' 145' 155' 165' 175' 185' 195' 205' S U616 M500 (�V BLDG 2 -62'.\ ti I� i 215' L 0 MATCHLINE SEE SHT. M617 PARTIAL SCHEMATIC PLAN Cs) SCALE: 1/8` = BY YAHOO 081E m 1151924 By DOE DRAWING OF RECORD 4982179 HGI/W 1.08.01 Al WC - PACKAGE 1, 81DG 02 -127 486456 -02 Hp /GEL 03.04,09 A2 2010 CODE WAR & RE -ISSUE FOR ITC J1586456-02 HIG /GEL 09.15.10 gLArderisorisw. ACCEPTABIUTY 185 DESION Am /OR SPEtl1Ca110N R M�aJFD APPROVED BY DATE oamm a. Thoibaba aaaYm DATE 10.31.08 CHLCYFD APPPOREO APPROVED REVIEWED FOR CODE COMPLIANCE APD AVFD FL13 16 2vii City of Tukwila BUILDING DIVISmM • CONSTRUCTION NOTES REMOVE END OF 6` -A HEADER AND 3• -A BRANCH BACK TO UTIUDOR WALL, PLUG WATER TIGHT. ABANDON - A U /G. INSTALL 6x3 REDUCER AND r VALVE FOR NEW SUPPLY FROM NEW 02 -127 BDLG. LEGEND --®— PIPE ANCHOR PIPE GUIDE PIPE SUPPORT (PIPE RESTS ON STEEL) GENERAL NOTES 1. FOR MECHANICAL. PIPING GENERAL NOTES, SEE DRAWINGS 2 -YD -M2a AND 2- YD -M2b. F2-> SEE DRAWING 2- YD -M602 & M603 FOR PIPE SUPPORT DETAILS IN THIS AREA. 1 3 > NOT USED 1 4 > NOT USED NOT USED 1 6 > NOT USED [7-> NOT USED ® NOT USED SUPPORT STEEL PER DETAIL ST -9a AT ALL PIPE SUPPORT LOCATIONS INDICATED. 10 > SUPPORT STEEL PER DETAIL ST -9b AT ALL PIPE SUPPORT LOCATIONS INDICATED. LI 1> NOT USED 112 > NOT USED E> NOT USED 114 > NOT USED 1fl.> PIPE ANCHOR PER DETAIL A -4. 112> NOT USED => NOT USED 118 > NOT USED C:=> PIPE GUIDE PER DETAIL G -4. FICT> NOT USED => NOT USED 22 1.,> 1501 WELD NECK FLANGE. 123 > 1501 BOND FIANCE. la> 300$ WELD NECK FLANGE. 125 > 300, BLIND FLANGE. 126 > NOT USED => NOT USED W> NOT USED 129 > NOT USED ® NOT USED => NOT USED Dr> NOT USED REFERENCE DRAWINGS 2 -YD-M3 2- YD -M3a 2- YD -M3b 2- Y0 -U134 2- YD -M143 2- YD -M549 2- YD -M550 2- YD -M551 2- YD -M601 2- YD -M602 2- YD -M603 2- YD -M607 2- YD -M617 2- YO -M616 2- YD -M619 REMOVAL SUBURB MECHANICAL MASTER COMPRESSED AIR PIPING UTILIDOR DETAIL PLANT 2 YARD PLANT 2 COMPRESSED AIR BLOCK DIAGRAM 100PSIC COMP. AIR PIPING DIAGRAM HIGH PRESS. COMP. AIR PIPING DIAGRAM PLUMBING PLUMBING PIPE SUPPORT SECTIONS AND DETAILS PIPE SUPPORT SECTIONS AND DETAILS PIPE SUPPORT SECTIONS AND DETAILS URUDOR PIPING SECTIONS AND DETAILS UTIUDOR PIPING SECTIONS AND DETAILS UTIUDOR PIPING SECTIONS AND DETAILS UiIUDOR PIPING TIE -IN DETAIL PLAN COMPRESSED AIR PIPING UTIUDOR DETAIL COMPRESSED AIR PIPING UTIUDOR DETAIL COMPRESSED AIR PIPING UTIUDOR DETAIL RE- ISSUED FOR CONSTRUCTION Harris Group Inc. • 17195 )a =MOH PCMAON St1030E DATE A2 09.15.10 E1 M616R JOB 140. 982179 COMP N0. 0x0 140. 2- YD -M616R THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKVVILA, WA ISSUED FOR CONSTRUCTION DIVISION 8 DOORS AND WINDOWS 08111 08331 - 08710 08801 DIVISION 9 09130 09250 09510 09900 DIVISION 10 STEEL DOORS AND FRAMES OVERHEAD COILING DOORS FINISH HARDWARE GLAZING FINISHES ACOUSTICAL SUSPENSION GYPSUM WALLBOARD ACOUSTICAL CEILING PANELS PAINTING SPECIALTIES TABLE OF CONTENTS SEPTEMBER 15, 2010 FILE COPY Permit No., 10523 PORTABLE FIRE EXTINGUISHERS 10525 FIRE EXTINGUISHER AND FIRE HOSE CABINETS DIVISION 13 13020 DIVISION 15 15010 15050 15060 15070 15100 15120 15140 15146 15155 15170 15190 15260 15280 15290 15300 15440 15557 15558 15559 15616 SPECIAL CONSTRUCTION INTEGRATED WALL SYSTEM MECHANICAL BASIC MECHANICAL REQUIREMENTS BASIC MECHANICAL MATERIALS AND METHODS GENERAL PIPING REQUIREMENTS PIPING DATA SHEETS CLEANING, FLUSHING AND DISINFECTING VALVES AND ACCESSORIES PIPING AND PLUMBING SPECIALTIES PIPE SUPPORTS, ANCHORS AND SLEEVES SEISMIC BRACING AND RESTRAINTS COMPRESSED AIR EQUIPMENT MOTORS MECHANICAL IDENTIFICATION PIPING INSULATION EQUIPMENT INSULATION DUCTWORK INSULATION FIRE PROTECTION SPRINKLER SYSTEM PLUMBING FIXTURES, EQUIPMENT AND TRIM GAS FIRED FIRETUBE BOILERS DEAERATOR FEEDWATER SYSTEM CONDENSATE RETURN SYSTEM PREFABRICATED BREECHINGS AND STACKS HGI Project No. 12395.00 Table of Contents -2 REVIEWED FOR CODE COMPLIANCE ADDDfWFD FEB 10 luFI City of Tukwila BUILDING rnvlSIflIJ RECEIVED JAN 2 5 2011 TUKWILA PUBLIC WORKS RECEIVED JAN 24 2011 PERM10 ?GLIOft.' Sage 3 'rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKINILA, WA ISSUED FOR CONSTRUCTION DIVISION 15 MECHANICAL 15790 AIR COILS 15835 TERMINAL HEATING UNITS 15855 AIR HANDLING UNITS 15870 POWER VENTILATORS 15885 AIR FILTERS 15890 DUCTWORK 15910 DUCTWORK ACCESSORIES 15936 AIR OUTLETS AND INLETS 15956 DIRECT DIGITAL CONTROL SYSTEMS 15975 PROCESS INSTRUMENTATION AND CONTROL 15990 TESTING, ADJUSTING AND BALANCING 15991 STARTING AND COMMISSIONING OF SYSTEMS DIVISION 16 16010 16050 16130 16141 16160 16190 16195 16461 16470 16510 16535 16720 16950 ELECTRICAL BASIC ELECTRICAL REQUIREMENTS BASIC MATERIALS AND METHODS BOXES WIRING DEVICES CABINETS AND ENCLOSURES SUPPORTING DEVICES ELECTRICAL IDENTIFICATION DRY TYPE TRANSFORMERS PANELBOARDS PANEL SCHEDULES LIGHTING FIXTURES EMERGENCY LIGHTING EQUIPMENT FIRE ALARM SYSTEM (PERFORMANCE SPECIFICATION) ACCEPTANCE TESTING HGI Project No. 12395.00 Table of Contents -3 TABLE OF CONTENTS SEPTEMBER 15, 2010 'age 4 provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15010 BASIC MECHANICAL REQUIREMENTS SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Basic mechanical requirements specifically applicable to Division 15 sections in addition to other contract requirements. 1.02 RELATED SECTIONS A. Coordinate related work and requirements specified in other parts of the Contract Document. B. Examine Drawings and specifications including architectural, structural, mechanical, and electrical, and become familiar with types and systems of construction to be used. Determine how such types and systems will affect installation of mechanical work. 1.03 REFERENCED STANDARDS 1.04 1.05 A. Reference standards listed in this division are to be the most current edition available at the time the contract is let. DEFINITIONS A. Refer to Section 01075 - Definitions and Intent. B. "Concealed" means items referred to are hidden from normal sight. This includes items in partly excavated or crawl spaces and in service tunnels used solely for repairs and maintenance. C. "Exposed" means items are not concealed. D. "Recognized manufacturer" means an individual, firm or corporation of recognized ability engaged in manufacturing the specified equipment for a minimum of 3 years unless otherwise specified. SUBMITTALS A. B. Refer to- 1. Section 01300 - Submittals. 2. Section 01730 - Operating and Maintenance. Materials and manufacturers' listing: Submit complete listings. HGI Project No. 12395.00 15010 -1 Page 226 Section 15010 Basic Mechanical Requirements THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15010 BASIC MECHANICAL REQUIREMENTS SEPTEMBER 15, 2010 1.06 C. Inspection certification: Submit written certification of inspection from the governing building authority stating work has been inspected, accepted, and found in compliance with existing governing ordinances and codes. D. Installer's documented experience: Submit qualifications and list five comparable installations, if requested by Construction Manager. E. Submit Project Record Documents including details prepared for Shop Drawings. SUBSTITUTIONS A. Intent of specifications: 1. Where specified only by reference standards, select any product meeting standards by any manufacturer. 2. Where specified by naming several products or manufacturers, select any product and manufacturer named that meets the specified requirements. Other products and manufacturers will not be considered. Drawings may be based on equipment configuration of a particular manufacturer; make any changes required to accommodate configuration of the actual equipment supplied at no expense to Owner. 3. Where specified by naming one or more products or manufacturers, but indicating or approved" after specified listing: Specified product is the preferred quality standard. Submit request for another product for approval. 4. Where specified by naming only one product and manufacturer: There is no option and no substitution will be allowed. B. Submit requests for substitutions within 30 days of contract award, or sooner if required to maintain schedules. C. Acceptance of substitutions is at Engineer's discretion based on his experience and judgment. Submit sufficient information to show that proposed substitute is equivalent to the item specified. D. Make changes needed to accommodate the substitution at no expense to the Owner, including work under other divisions. E. Refer to Section 01630 - Product Options and Substitutions. 1.07 QUALITY ASSURANCE A. Fabricator, manufacturer, installer qualifications: A Specialist with a minimum 3 years of experience. HGI Project No. 12395.00 15010 -2 Page 227 o...., ao.r r.. R. ilrlare Fvnhanna of WA Inr. Fnr !mane Conditions Aareement see www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15010 BASIC MECHANICAL REQUIREMENTS SEPTEMBER 15, 2010 B. Requirements of regulatory agencies current as of Contract Document date: See referenced codes and standards. C. Preinstallation conference: Establish time, attendees, and agenda for coordinating materials and techniques. Confirm sequence for related, sensitive, and complex items. 1.08 DELIVERY, STORAGE AND HANDLING A. Refer to Section 01600 - Material and Equipment. B. At completion of the work, carefully remove, identify, and deliver tags, bagged spare parts, and instructions to the Construction Manager. Obtain a receipt. 1.09 PROJECT SITE CONDITIONS A. Examine site and construction; become familiar with existing conditions affecting the work. B. Verify locations of overhead or buried utilities on or near site with Construction Manager. C. Take horizontal and vertical measurements from established bench marks. All work is required to agree with these established lines and levels. D. Notify Construction Manager of discrepancies between actual measurements and those indicated. Do not proceed until directed by the Construction Manager. 1.10 SEQUENCING AND SCHEDULING A. Time the work with progress schedule approved by the Construction Manager. PART 2 - PRODUCTS 2.01 MATERIAL AND EQUIPMENT A. Provide and install products of recognized manufacturers regularly engaged in the production of latest and best standard design materials and equipment. 1. Contractor is responsible for ensuring equipment is complete with fittings, . trimmings, and parts necessary for complete operating installations. B. Provide first quality materials, products and equipment in accordance with goveming codes, ordinances, and best current practices. C. Provide products of one type by a single manufacturer. HGI Project No. 12395.00 15010 -3 Page 228 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15010 BASIC MECHANICAL REQUIREMENTS SEPTEMBER 15, 2010 D. Equipment with electrical components is required to bear the Underwriters Laboratories, Inc. label whenever published standards exist. Otherwise get certification from manufacturer that the equipment conforms to UL standards. E. Remove rejected or damaged material from site. 2.02 MISCELLANEOUS MATERIALS A. Provide items such as shims, fasteners, grout, grease fittings, lubricants, and hydraulic fluids necessary for installation and testing procedures. Label excess lubricants and deliver to Construction Manager upon completion of work. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Protection: Protect surrounding areas and surfaces to prevent damage. B. Obtain roughing -in dimensions for equipment from approved Shop Drawings or actual equipment measurements. 3.03 INSTALLATION A. Install the work in accordance with Quality Assurance provisions, specifications, Drawings, and manufacturer's instructions. Where these conflict, the more stringent requirements govern. 1. Diagrams showing pipe connections are schematic. Base the work on field measurements and actual conditions. 2. The Drawings do not show exact details of piping. No extra payments will be allowed where obstructions in the work of other trades require offsets in the piping. Coordinate with other trades. 3. Allow space for maintenance in piping layout. Plan work and use proper fittings to ensure maximum headroom. Owner reserves the right to require removal and replacement of work that uses excessive space. 4. Keep openings in pipes, ducts, and equipment closed during construction. 5. Install equipment requiring periodic servicing or repairs so it is readily accessible. Otherwise, obtain Construction Manager's approval of location. HGI Project No. 12395.00 15010 -4 Page 229 �e/ ("nnrl ifinne Anroomant cap wvrw hNNa rnrn - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15010 BASIC MECHANICAL REQUIREMENTS SEPTEMBER 15, 2010 3.04 6. Paint: Section 09900 - Painting. Closely supervise painting work to ensure conformance with specification. B. Operation of equipment and systems: Contractor is responsible until the systems are accepted by Owner. CHECKOUT A. Perform preliminary checkout for each phase of the final installation. Procedures include but are not limited to the following: 1. Removing foreign materials and tools. 2. Lubricating in accordance with the manufacturer's recommendations. 3. Verifying proper direction of movement or rotation. 4. Verifying operation is smooth and free of undue noise and vibration. 5. Synchronizing (as applicable) with other related equipment. B. Consult Construction Manager as to proper functioning of the item being checked. Repair damages to equipment resulting from improper checkout procedures. 3.05 FIELD QUALITY CONTROL A. Provide materials, supplies, labor, and power required for testing. Perform tests; prove work satisfactory. 1. Notify Construction Manager and authorities having jurisdiction in ample time to be present for final testing of all work. 2. Repair defects disclosed by tests. 3. Replace defective work with new work, without additional cost, where required by the Construction Manager. 4. Make tests in stages to facilitate work of others. B. Contractor is responsible for work of other trades disturbed or damaged by the testing, repair, and replacement. Restore disturbed or damaged work to its original condition at Contractor's expense. C. Perform tests specified under various specification sections. 3.06 FINAL ADJUSTMENTS AND TESTING A. HVAC systems: HGI Project No. 12395.00 15010 -5 Page 230 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15010 BASIC MECHANICAL REQUIREMENTS SEPTEMBER 15, 2010 B. 1. Conduct at completion of work. Work to be performed by a firm designated by the Contractor and approved by the Construction Manager. Perform related work as described. 2. Contractor's responsibilities: a. Operate heating, ventilating, and air - conditioning systems as directed. b. Furnish ladders and other equipment so readings may be taken as required. c. Provide access to controls, valves, and other items as needed to complete the work. Piping systems: Refer to Section 15060 - General Piping Requirements. 3.07 TRAINING A. See Requirements in Section 01730. B. Train Owner's maintenance personnel in the operation and servicing of equipment, including but not limited to the following:Refer to Section 15060 General Piping Requirements. 1. Air- conditioning, heating, and ventilation units. 2. Fans. 3. Pumps. 4. Controls. 5. Air compressors. 6. Fire protection system. 7. Air dryers. 8. Piping specialties. 9. • Chemical feed equipment. C. Limit training periods to what is specified by individual specification sections.Refer to Section 15060 - General Piping Requirements. Refer to Section 15060 - General Piping Requirements. D. Coordinate training period between Contractor and the Construction Manager. HGI Project No. 12395.00 15010 -6 Page 231 1-1..:1.r.. ...s %AEA i..,. C... .,..15 /"`.,n.�itinnc An roemer.4 em \An■nAO hvwe rnm - Always Verify Snala. THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15010 BASIC MECHANICAL REQUIREMENTS SEPTEMBER 15, 2010 3.08 PROTECTION A. Properly protect equipment during and between the various operations of preliminary checkout, piping connections, electrical hookup, painting, and final testing. Cover equipment to the extent necessary to prevent foreign materials from contaminating the mechanisms or finishes. END OF SECTION HGI Project No. 12395.00 15010 -7 Page 232 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 SECTION INCLUDES A. The provisions of this Section are the general requirements for all of the equipment and mechanical work in the scope of the Project, Divisions 11 through 15, and wherever specifically required in these Specifications. Comply with all requirements of Division 1. B. The Contractor shall direct the attention of all subcontractors and suppliers of equipment and related appurtenances for the Work to the applicable provisions in the Contract Documents wherever they may occur. 1.02 ALTERNATES AND SUBSTITUTIONS A. Alternates quoted on bid forms will be reviewed and accepted or rejected at the owner's option. Accepted altemates will be identified in owner - contractor agreement. B. Coordinate related work and modify surrounding work as required. C. Make substitutions under provisions of Section 01600. 1.03 SUBMITTALS A. Submit drawings and data as listed in the Project Technical Requirements Summary for the Project. B. Submit under provisions of Section 01300. 1.04 REGULATORY REQUIREMENTS A. Conform to applicable codes. B. Obtain permits, and request inspections from authority having jurisdiction. 1.05 PROJECT /SITE CONDITIONS A. Install work in locations shown on drawings, unless prevented by project conditions. B. Prepare drawings showing proposed rearrangement of work to meet project conditions, including chariges to work specified in other sections. Obtain permission of engineer before proceeding. HGl Project No. 12395.00 15050 -1 Page 233 Section 15050 Basic Mechanical Materials and Methods . .. .. — _._ _._ _A.A/A 8nrnmm.n+ tAAAAA/ FtNA/J PINT _ A(w vc l /P.rufv SCAIP. THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 1.06 STANDARDS FOR THE WORK A. Complete systems. Pipe, fittings, wiring, and supports shall be provided to produce complete, operable systems with all elements properly interconnected as shown in schematic diagrams or to provide specified operations. If a specific dimensioned location is not shown for interconnections or smaller system elements, the Contractor shall select appropriate locations and show them on Shop Drawing submittals for review. B. Equipment and material shall be new and without imperfections and shall be erected in a neat and workmanlike manner; aligned, leveled, cleaned, and adjusted for manufacturers and the best standard practices for this type of Work so that connecting and disconnecting of piping and accessories can be readily made and so that all parts are easily accessible for inspection, operation, maintenance, and repair. C. Oil and lubrication fittings shall be located clear of and away from guards, bases, and equipment and within reach from the operating floor. In order to meet these requirements with equipment as furnished, minor deviation from the Drawings may be made as favorably reviewed by the Boeing Construction Manager. 1.07 MANUFACTURER'S INSTRUCTIONS A. The recommendations and instructions of the manufacturers of products used in the Work are hereby made part of these Specifications, except as they may be superseded by other requirements of these Specifications. 1.08 RESPONSIBILITY AND CARE OF EQUIPMENT 1.09 A. The Contractor shall be responsible for the equipment included in the Contract until it has been finally inspected, tested, and accepted In accordance with the requirements of these Specifications. B. The Contractor shall make their own provisions for properly storing and protecting all material and equipment against theft, injury, or damage from any and all causes. Damaged material and equipment shall not be used in the Work. FACTORY TESTS A. Factory tests shall be performed for each piece of equipment where specifically called for in the Section specifying that equipment. Note that factory tests are inherent in many reference standards. The requirement for a factory test in a referenced standard shall make that requirement a part of these Specifications. Conduct factory tests at the same speeds at which the equipment will operate in the field, except as noted. B. Where specifically noted, performance tests may be witnessed by the Owner or their representative. The Contractor shall inform the Owner in sufficient time to HGI Project No. 12395.00 15050 -2 Page 234 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 allow arrangements to be made for witness of such tests. When non - witnessed tests are performed, certified results shall be supplied by the Contractor. C. Factory testing of pumps shall be done in accordance with the requirements and standards of the Hydraulic Institute. Tests of other equipment shall conform to the requirements set forth in these Specifications. PART 2 - PRODUCTS 2.01 DESIGN A. General. All equipment shall be designed for the service intended, shall be of rugged construction, of ample strength for all stresses which may occur during fabrication, transportation, erection, and during continuous or intermittent operation. All equipment shall be adequately stayed, braced, and anchored, and shall be installed in a neat and workmanlike manner. Appearance and safety, as well as utility, shall be given consideration in the design of details. Materials of construction shall be cathodically compatible. B. Seismic. All equipment and their anchoring and supporting devices shall be designed to withstand forces associated with seismic events that might occur at the Project locations. Refer to Section 01300 - Submittals for the seismic design criteria. C. Controls, Unless noted otherwise, the design of the electrical control of any equipment system and /or equipment package shall be the responsibility of the manufacturer of the equipment system and /or equipment package. The elementary control diagrams as shown on the Electrical Drawings and the diagrams shown on the Instrumentation Drawings are Illustrative of control and monitoring requirements pertaining to various equipment of this Project. The manufacturers shall design their own functional electric control devices and circuitry, in consultation, with the specific elementary control diagrams and other Project Specifications, to meet the equipment control requirements. All such systems and package controls shall be furnished by the equipment manufacturer, except that controls shown in motor control centers and process controllers, remote control devices, and their interconnecting wiring (other than 24-volt heating, ventilating, and air conditioning circuits) shall be provided under Division 16. 2.02 MATERIALS AND STANDARD SPECIFICATIONS A. Materials. Design, fabricate, and assemble equipment and systems with new materials and in accordance with acceptable modern engineering and shop practices. Manufacture individual parts to standard sizes and gauges so repair parts can be installed in the field. Make like parts of duplicate units interchangeable. Do not place equipment in service at any time prior to delivery except as required for factory or shop tests. HG1 Project No. 12395.00 15050 -3 Page 235 _ MtA 1.... C............. /"nn.liflnnc Anrnomnnf Coen ui A#. hwaa rnm - Alwavc Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 2.03 B. Uniformity. Unless otherwise specified, equipment or material of the same type or classification used for the same purpose shall be the product of the same manufacturer and shall be the same model. C. Standard Specifications. Provide equipment and materials suitable for service conditions and meeting standard specifications such as ANSI, ASME, AWWA, ASTM, IEEE, NEC, NEMA, UBC, UPC, UL and WISHA. LUBRICATION A. Provide lubricants of types recommended by equipment manufacturers, in quantities sufficient for consumption prior to completion, testing, and final acceptance. Provide equipment lubrication systems that require attention no more often than weekly during continuous operation, do not require attention during startup or shutdown, and do not waste lubricants. 2.04 STRUCTURAL STEEL FABRICATIONS A. Details of fabrication shall be in accordance with Section 05120 - Structural Steel. B. Submerged steel surfaces which butt or bear against each other shall be welded to seal the surfaces against the penetration of the liquid. All gaps between adjacent submerged steel surfaces Tess than 1/32 -inch wide shall also be welded to seal the surfaces. Weld size shall be not Tess than the thickness of the thinnest member of the lapped or joined assembly. 2.05 FORMED STEEL CHANNELS 2.06 A. Formed steel channels for pipe supports, duct supports, and miscellaneous steel framing to be 1 -3/8 x 1 -5/8 inch minimum cross - section size, 14 -gage minimum thickness; manufactured by Unlstrut, Powerstrut, Storack, Fee & Mason, or Elce. Attachment of rod hangers to channels: Manufacturer's standard locking type inserted nuts, same manufacturer as channel. Do not exceed manufacturer's recommended loading. STEEL FRAMING A. Provide supplementary steel framing for supports; assemble by welding, attached to anchor bolts embedded in the concrete construction, or bolted to building structural members. Framing: Standard structural steel shapes to AISC dimensions or Schedule 40 ASTM A 53 or A 135 steel pipe. Welding: Continuous. Minimum weld depth, or leg of fillet weld: Equal to thickness of the thinnest member welded. HGI Project No. 12395.00 15050 -4 Page 236 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 2.07 EQUIPMENT BASES AND BEDPLATES A. Mount equipment assemblies on a single heavy cast iron or welded steel bedplate unless otherwise shown or specified. Provide bases and bedplates with machined support pads, tapered dowels for alignment or mating of adjacent items, adequate openings to facilitate grouting, and openings for electrical conduits. Corners shall be rounded or chamfered and ground smooth. Continuously weld seams and contact edges between steel plates and shapes, and grind welds smooth. Do not support machinery or piping on bedplates other than that which is factory installed. B. Provide jacking screws in equipment bases and bedplates to aid in leveling prior to grouting. Mount all equipment bases and baseplates on reinforced concrete pads at least 4 inches high. 2.08 ANCHORS AND FASTENERS A. Contractor shall furnish all bolting and anchor bolts to secure equipment in addition to items specified herein, and on Project Drawings. B. Each equipment manufacturer shall furnish the required anchor bolts, nuts, and washers for adequate design for securing bases and bedplates to concrete bases. Provide anchor bolts of length to allow for 1 -1/2 inch of grout under baseplates and adequate anchorage into structural concrete unless otherwise shown or specified. C. Anchor and assembly bolts and nuts shall be of ample size and strength for the purpose Intended. Ail bolts shall be standard machine bolts, with cold pressed hexagon nuts. Unless otherwise specified or noted on the Drawings, materials shall be as follows: 1. Bolts in submerged locations or submerged and embedded in concrete or buried in earth shall be Type 304 stainless steel. Bolts for supports or for equipment in dry or moist locations shall be galvanized steel, hot - dipped, with oversize nuts. Provide suitable anti -sieze compounds for bronze and stainless steel threaded components. Any space wholly or partially underground, or having a wall or ceiling forming part of a water channel, is classified as a moist location. 2. Other bolting materials shall be used where specifically called for in these Specifications or on the Drawings. 3. All motor - driven equipment shall be furnished with cast -in -place anchor bolts or drilled -in anchors set with epoxy adhesive. Do not provide expansion type anchors for motor -driven equipment. HGI Project No. 12395.00 15050 -5 :.., ,_ _ r_...__ -- r . ata: . , n..- „n.,....,* wo ..,....., h ne)o rnrr. - Atwwe Vorifv Srtal■ . THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 2.09 2.10 2.11 4. Anchor all non - motor- driven equipment with cast -in -place anchor bolts or drilled -in anchors set with epoxy adhesive except that, where specifically allowed by note on the Drawing, expansion -type anchors may be used. SAFETY GUARDS A. Cover belt or chain drives, fan blades, couplings, exposed shafts, and other moving or rotating parts on all sides with safety guards conforming to all federal, state, and local codes and regulations which pertain; conform to the most restrictive requirement. Design guards for easy installation and removal, complete with necessary supports, accessories, and fasteners, all hot -dip galvanized. Design guards in outdoor locations to prevent entrance of rain and dripping water. Provide tachometer test opening in line with ends of shafts. Typically guards shall be expanded metal on a structural steel frame except that outdoor guards may be of solid material. Provide spring - loaded hinged doors with latch for service and lubrication access. B. All pipes, manifolds, heaters, and other surfaces which have a surface temperature sufficient to burn human tissue, shall be covered with a thermal insulating material or otherwise guarded against contact. C. Guards shall comply with the requirements of these Specifications, WISHA Standards, and "Concepts and Techniques of Machine Safeguarding" (OSHA 3067, 1992), whichever is more stringent. LIFTING RINGS A. All equipment weighing over 100 pounds shall be supplied with steel lifting rings. Parts of equipment assemblies which are normally serviced separately, such as motors, shall have lifting rings of their own. Eyebolts are not acceptable. NAMEPLATES A. Manufacturer's Nameplate. Each piece of equipment and its driver shall be furnished with a corrosion - resistant metal nameplate fastened to the item in an accessible position. This nameplate shall contain the manufacturer's name, equipment rating, capacity, size, model, serial number, and speed. Data for motors shall be NEMA standard. All information written or printed shall be in English. Each item of equipment shall bear a different serial number. Measurement units shall be given for ratings and capacity. B. Direction of Rotation. Each piece of rotating equipment shall have a direction of rotation arrow. C. Meter and Gauge Readout. Units of measure shall be shown on the indicating and totalizing dials of all meters, gauges, and other measuring devices. HGI Project No. 12395.00 15050 -6 Rage 238 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 2.12 PROTECTION AGAINST ELECTROLYSIS A. Where dissimilar metals are used in conjunction with each other, suitable insulation shall be provided between adjacent surfaces so as to eliminate direct contact and any resultant electrolysis. The insulation shall be bituminous impregnated felt, heavy bituminous coatings, nonmetallic separators or washers, or other approved materials. Connections of dissimilar piping materials shall utilize dielectric unions, flanges, couplings, or bushings. 2.13 CONTACTS A. For interlock or failure indicating contacts specified to be supplied as part of equipment, provide SPDT switches rated for 120 VAC, 60 Hz at 5 amperes resistive or 3 amperes inductive loading, and terminated at screw -type barrier strips in a NEMA 4 enclosure, unless otherwise shown or specified. 2.14 PAINTING A. Conform to applicable requirements of Section 09900 - Painting, and following requirements unless modified or superseded under other Sections. B. Factory Painting. On pumps, motors, drives, starters, control panels, and other similar self- contained or enclosed components, apply a factory primer and high - quality oil- resistant baked industrial enamel finish. Paint or otherwise protect surfaces that are inaccessible after assembly by a method which provides protection for the life of the equipment. C. Shop Priming. Apply one or more shop coats of metal primer on surfaces to be finish painted at the site, of sufficient thickness to protect surfaces until finished. Use primers specified by the manufacturer as suitable for the required top coat paint system. D. Rust Preventive. Coat machined, polished, other ferrous surfaces, and non- ferrous surfaces which are not to be painted, with rust preventive compound, Dearborn Chemical No -Ox -Id 2W, Houghton Rust Veto 344, Rust -Oleum 4-9, or equal. 2.15 NOISE AND VIBRATION A. Mechanical and electrical equipment, as installed in this Project, shall not create sound levels that are in excess of that permitted by WISHA for 8 hours per day worker exposure unless otherwise noted for the specific piece of equipment involved. 2.16 ASBESTOS A. No materials containing asbestos shall be used. HGI Project No. 12395.00 15050 -7 Page 239 ..__. .. I n . NAIA i C..e eoc wun,v hvwa nom - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 PART 3 - EXECUTION 3.01 DELIVERY, STORAGE, AND HANDLING 3.02 A. Deliver and store products in appropriate containers. Maintain products in clean, new condition. B. Ship, receive, handle, and store all products and materials so as not to damage surfaces, coatings, linings, and as required to prevent cracking, breakage, or corrosion. Damaged products and materials shall be repaired or replaced at the Contractor's expense. C. Use appropriate tools, equipment, and procedures to handle and transport products and materials. PROTECTION A. Protect surrounding areas and surfaces to prevent damage from Work of this Division. B. Keep the equipment and premises occupied by Contractor in a neat and clean condition. C. Protect openings of piping, equipment, and other materials and products against entry of foreign materials, and remove any such materials before assembly. Protect all exposed surfaces against damage and moisture. 3.03 INSPECTION A. inspect each item of equipment for damage, defects, completeness, and correct operation before installing. Inspect previously installed related Work and verify that it is ready for installation of equipment. B. Verify installation conditions as satisfactory to receive work of this Section. Do not install until unsatisfactory conditions are corrected. C. Remove and replace promptly all materials disclosed to be cracked, damaged, or defective so that the schedule for this portion of Work is not impaired. 3.04 PREPARATION A. B. C. Prior to installing equipment, ensure that the areas are clean and that concrete or masonry operations are completed. Maintain the areas in a broom -clean condition during installation operations. Clean, condition, and service equipment in accordance with the approved instruction manuals and specific requirements included in applicable Sections. HGI Project No. 12395.00 15050 -8 Page 240 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 3.05 INSTALLATION A. Structural Fabrications. Conform to the AISC "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings" and conform to Section 05120 - Structural Steel. B. Equipment. Conform to approved instruction manuals. Employ skilled craftspeople experienced in installation of the types of equipment specified. Use specialized tools and equipment, such as precision machinist levels, dial indicators, gauges, and micrometers, as applicable. Produce acceptable installations free of vibration or other defects. Align and pin to common bedplate any equipment and drivers connected by flexible couplings. C. Anchor Bolts. Deliver bolts with templates or setting drawings and verify that bolts are correctly located before structural concrete is placed. D. Base and Bedplate Grouting. Do not place grout until initial fitting and alignment of connected piping is completed. Level and align equipment on the concrete foundations, then entirely fill the space under base or bed plates with grout. Bevel exposed grout at 45 degree angle, except round exposed grout at horizontal surfaces, for drainage. Trowel or point exposed grout to a smooth, dense finish and damp cure with burlap for three days. When grout is fully hardened, remove jacking screws and tighten nuts on anchor bolts. Check the installation for alignment and level, and perform approved corrective work as required to conform to the tolerances given in the applicable instruction manual. E. The Contractor shall make an allowance for at least 1 -112 inches for grout under the equipment bases and floor- mounted supports, whether or not shown on the Drawings. Shims used to level and adjust the bases shall be steel. Shims may be left embedded in the grout, in which case they shall be installed neatly and so as to be as inconspicuous as possible in the completed work. Unless otherwise approved, all grout shall be an approved non - shrink, non- metallic grout. F. Where practicable, the grout shall be placed through the grout holes in the equipment base and worked outward and under the edges of the base and across the rough top of the concrete foundation to a peripheral form so constructed as to provide a suitable chamfer around the top edge of the finished foundation. 3.06 MANUFACTURERS' SUPERVISION AND AFFIDAVIT A. For each item of equipment so identified in the Project Technical Requirements Summary, the manufacturer of said equipment shall fumish the services of an authorized representative especially trained and experienced in the installation of the equipment to: 1. supervise the equipment installation in accordance with the approved instruction manual; HGI Project No. 12395.00 15050 -9 Page 241 .. ._ n ■n,e i f`nnrii4inne Anraaman4 caa %AMMO hruva rnm - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 3.07 2. be present when the equipment is first put into operation; 3. inspect, check, adjust as necessary, and approve the installation; 4. repeat the inspection, checking, and adjusting until all trouble or defects are corrected and the equipment installation and operation are acceptable; and 5. witness and supervise operational demonstrations and system validation tests to the extent specified. Include all costs for representative's service in the Contract Price. LUBRICATION A. Initial lubrication for all equipment shall be furnished and installed by the Contractor prior to operation. 3.08 STARTUP, TESTING, AND ACCEPTANCE A. Upon completion of the Work of this Division, and after all systems are set and balanced, the Contractor shall conduct performance tests in accordance applicable Sections of these Specifications. B. The Work shall be demonstrated to be fully operational prior to acceptance by the Owner. C. Should any equipment or part thereof fail to operate as intended, it shall be immediately removed and replaced, all at the Contractor's expense. The Contractor shall pay for all tests involved in this Section. 3.09 OPERATION AND MAINTENANCE MANUALS A. When required in the Project Technical Requirements Summary, the Contractor shall furnish operation and maintenance manuals for the Work of this Protect. B. The subject matter in the operation and maintenance manuals shall include the following: 1. Safety wamings and procedures 2. Startup, normal operation, and shutdown 3. Lubrication and maintenance instructions and materials 4. Parts identification. 5. Recommended Spare Parts. Fumish a complete list of recommended spare parts and supplies, with current prices and a source of supply. HGI Project No. 12395.00 15050 -10 Page 242 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS SEPTEMBER 15, 2010 3.10 SPECIAL TOOLS A. For each type of equipment furnished by the Contractor, provide a complete set of all special tools which may be necessary for the adjustment, operation, and maintenance of such equipment. END OF SECTION HGI Project No 12395.00 15050 -11 Page 243 r,.....:...... .., o..ua.,..- C,...ti•ft.,,.e .,f xnIe in.. Gnr taono r`nnrlitinnc Anrppmpnt SAP www hxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 SCOPE OF WORK A. Furnish and install all piping, including fittings, pipe supports, guides, hangers, inserts, anchors, assembly bolts, washers and nuts, gaskets, flanges expansion joints, and other accessories as required, as schematically shown in the Drawings, and as described herein to provide a complete and operable system. B. Work Included: 1. Plumbing piping. 2. Process gas and liquid piping. C. Work Not Included: 1. Domestic water distribution — see Section 02660. 2. Private fire service mains- see Section 02669. 3. Yard sewerage and drainage piping -- see Section 02730. 4. Fire protection system piping - see Section 15300. 1.02 RELATED WORK Section 15070 - Cleaning, Flushing, & Disinfecting. Section 15100 - Valves. Valve selection is covered by the Piping Data Sheets in this Section; valve installation requirements are covered in Section 15100. Section 15140 - Pipe Supports, Anchors, & Sleeves Section 15190 - Mechanical Identification Section 15990 - Testing, Adjusting, & Balancing 1.03 INTENT OF DRAWINGS A. Piping layouts shown in the Drawings are schematic only and are intended to show general pipe locations, connectivity, and pipe sizes only. The Contractor is required to verify actual pipe routing in the field, and shall determine the actual type and number of fittings required to successfully install the piping systems. HGI Project No. 12395.00 15060 -1 Page 244 Section 15060 General Piping Requirements THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 1.04 REFERENCES A. Codes and Standards. Materials shall comply with applicable portions of the following codes and standards. Unless otherwise specified, the latest editions or revisions of these codes and standards shall govern: 1. American National Standards Institute (ANSI): B1.1 B2.1 Pipe Threads. B16.1 Cast Iron Pipe Flanges and Flanged Fittings, Class 2, 5, 125, 250, and 800. Unified Inch Screw Threads (UN and UNR Thread Form). 616.3 Malleable Iron Threaded Fittings. B16.4 Cast Iron Threaded Fittings. B16.5 Pipe Flanges and Flanged Fittings, Steel Nickel Alloy and Other Special Alloys. B16.9 Factory-made Wrought Steel Butt- Welding Fittings. B16.10 Face -to -Face and End -to -End Dimensions of Valves. 816.11 Forged Steel Fittings, Socket - Welding and Threaded. B16.21 Nonmetallic Flat Gaskets for Pipe Flanges. 816.25 Buttwelding Ends. B16.28 Wrought Steel Butt- Welding Short Radius Elbows and Returns. B16.34 Valves - Flanged, Threaded and Welding End. B16.42 Ductile Iron Pipe Flanges and Flanged Fittings, Classes 150 and 300. B18.2.1: Square and Hex Bolts and Screws, Including Askew Head Bolts, Hex Cap Screws, and Lag Screws. 8182.2: Square and Hex Nuts. B31.1 Power Piping. B31.3 Chemical Plant and Petroleum Refinery Piping. HGI Project No, 12395.00 15060 -2 Page 245 r_..- w..........s 1A /A 1.... Cn...eenn r'nnrli +inne Anroomon+coo AAAAA/ /11W01 rnm - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 B36.10 Welded and Seamless Wrought Steel Pipe. B36.19 Stainless Steel Pipe. Z49.1 Safety in Welding and Cutting. 2. American Society for Testing and Materials (ASTM): A 53 Pipe, Steel, Black and Hot - Dipped Zinc Coated, Welded and Seamless. A 105 Forgings, Carbon Steel, for Piping Components. A 106 Specification for Seamless Carbon Steel Pipe for High Temperature Service. A 120 Specification for Pipe, Steel, Black and Hot - Dipped Zinc - Coated (Galvanized) Welded and Seamless, for Ordinary Uses. A 153 A 181 A 182 A 193 A 194 A 197 A 234 A 307 A 312 Zinc Coating (Hot Dip) on Iron and Steel Hardware. Forgings, Carbon Steel for General Purpose Piping. Forged or Rolled Alloy Steel Pipe Flanges, Forged Fittings, and Valves. Alloy Steel and Stainless Steel Bolting Materials for High - Temperature. Carbon and Alloy Steel Nuts for Bolts for High - Pressure and High- Temperature Service. Cupola Malleable Iron. Pipe Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and Elevated Temperatures. Specification for Carbon Steel Externally Threaded Standard Fasteners. Seamless and Welded Austenitic Stainless Steel Pipe. A 351 Austenitic Steel Casting for Valves, Flanges, Fittings, and Other Pressure - Containing Parts Intended for High - Temperature and Corrosive Service. A 403 Wrought Austenitic Stainless Steel Piping Fittings. HGI Project No. 12395.00 Page 246 15060 -3 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 A 563 Specification for Carbon and Alloy Steel Nuts. A 632 Seamless and Welded Austenitic Stainless Steel Tubing. B 464 Welded UNS N08020 (Alloy 20) AIIoy Pipe. D 1330 Specification for Rubber -Sheet Gaskets. D 1784 Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (CPVC) Compounds. D 1785 Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. D 2146 Specification for Propylene Plastic Molding and Extrusion Materials. D 2464 Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80. D 2466 Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Sch. 40 (Socket -type or Threaded). D 2467 Socket -Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80. D 2564 Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. D 2855 Making Solvent- Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings. F 437 Threaded Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80. F 438 Socket -Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40. F 439 Socket -Type Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80. F 441 Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe, Schedule 40 and 80 F 477 Elastomeric Seals (Gaskets) for joining Plastic Pipe. F 493 Solvent Cements for Chlorinated Poly (Vinyl Chloride) (CPVC) Plastic Pipe and Fittings. HGI Project No. 12395.00 15060 -4 Page 247 , a_ n..:u_ -_ r.._w......., s S A/A i.,., C..r IC/7/11. rnnrii +inne An rooman+ cap wwiww hvwa rnm - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 3. American Society of Mechanical Engineers (ASME): Boiler and Pressure Vessel Code, Section IX — Welding and Brazing Qualifications. 4. American Welding Society (AWS) 5. American Water Works Association (AWWA) 6. Cast Iron Soil Pipe Institute (CISPI) 7. CISP 301:Specification for Hubless Cast Iron Sanitary System. 8. International Association of Mechanical and Plumbing Officials (IAMPO) 9. Instrument Society of America (ISA) 10. International Standard Organization (ISO) 11. Plastics Pipe Institute (PPI) 12. Society of the Plastics Industry (SPI) 13. Factory Mutual Engineering (FM) 14. Manufacturers' Standardization Society of the Valve and Fittings Industry (MSS) B. References Not Listed. The list of reference standards presented under Paragraph 1.04(A) above is a partial list. Other standards governing the fabrication and quality of the products presented in this Section shall also apply, whether such standard is specifically listed or not. If several standards apply to the products specified, the most stringent standard shall govem. C. Order of Precedence. Where a conflict arises between standards, the most stringent standard shall take precedence. Where a conflict arises between standards in this Specification and the Project Drawings, the conflict shall be brought to the attention of the Boeing Project Engineer for resolution. 1.05 QUALITY ASSURANCE A. Conform to codes and standards listed in this Section. B. Provide new, full weight, full length, and scale -free pipe and fittings conforming to this Section. C. Guarantee all materials to be as specified prior to delivery. HGI Project No. 12395.00 15060 -5 Page 248 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 D. Arrange for inspection of all piping and pipe fittings prior to installation and replace defective materials. E. Materials shall be of a manufacturer who has been regularly engaged in the design and manufacture of the materials for a period of at least 5 years. If an altemate manufacturer is proposed, demonstrate to the satisfaction of the Boeing Project Engineer that the quality is equal to the materials and equipment made by those manufacturers specifically named herein. F. Weld steam and condensate piping joints following ASME B31.1, other welded steel pipe joints following ASME 531.3. 1. Employ welders certified by one of the following within the last 3 months or earlier with documented records indicating continuous performance since certificate was issued. a. National Certified Pipe Welding Bureau. b. Recognized testing laboratory indicating satisfactory welding test results in accordance with ASME Boiler and Unfired Pressure Vessel Code, Section 9 °Welding Qualifications ". Additional tests, at no expense to the Owner, may be ordered if the Boeing Construction Manager doubts quality of work. 2. Safety standards: Follow ANSI 249.1 °Safety in Welding and Cutting" latest edition. 1.06 ABBREVIATIONS A. The following abbreviations may appear in this section or in the piping data sheets: A Compressed Air ANSI American National Standards Institute ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials Al Aluminum Apvd Approved AWS American Welding Society BA Breathing air HGI Project No. 12395.00 15060 -6 Page 249 n.....:.a...a .• o..a,+..... C....hnnnrs ..f %A/A 1.s e• .eonc. r .nnrlitinnc AnrP.P.mAnt sPP. W.NN/ hxwa com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 Bot Brz Btd CHWR CHWS CLD CTWR CTWS CTFR CTFS CI CISPI Cpig CS Cr CW CW P DI Diaphg Disch EPDM Equiv. ERW Exh F Bottom Bronze Bolted Chilled Water Return Chilled Water Supply Clear Water Drain (Condensate Drain) Cooling Tower Water Return Cooling Tower Water Supply Cooling Tower Filter Return Cooling Tower Filter Supply Cast Iron Cast Iron Soil Pipe Institute Coupling Carbon Steel Chrome Cold Water (domestic) Cold Working Pressure Ductile Iron Diaphragm Discharge Ethylene Propylene Rubber Equivalent Electric Resistance Welded Exhaust Fahrenheit HGI Project No. 12395.00 15060 -7 Page 250 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 FF Flg FS G Galt' Gr Hd HDPE Hex Hg Hvy HPS HPC HW HWC HWR HWS IA LPS LPC MPS MPC Mach Mech MI HGI Project No. 12395.00 Flat Faced Flanged Forged Steel Natural Gas Galvanized Grade Head High Density Polyethylene Hexagonal Mercury Heavy High Pressure Steam High Pressure Condensate Hot Water (domestic) Hot Water Circulating Heating Water Return Heating Water Supply • Instrument Air Low Pressure Steam Low Pressure Condensate Medium Pressure Steam Medium Pressure Condensate Machine Mechanical Malleable Iron 15060 -8 Page 251 inin f`nnrlitinnc Anraamant caa wmnni hywa nom - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 Min Mtg N2 NFPA NPT 02 OS &Y PA PC Press psig PTFE PVC PVDF PW RF RWL SAN Sat SBR Sch Scrd SmIs SO SS Minimum Mounting Nitrogen National Fire Protection Association National Standard Pipe Thread Taper Oxygen Outside Screw & Yoke Process Air Pumped Condensate Pressure Pounds per Square Inch Gage Polytetraflurgethylene (Teflon) Polyvinyl Chloride Polyvinylidene fluoride (Kynar) Process Water Raised Face Rainwater Leader Sanitary Sewer Saturated Synthetic Butyl Rubber Schedule Screwed Seamless Slip on Stainless Steel HGI Project No. 12395.00 15060 -9 Page 252 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 Std Stl Strg STS SW TFE Thd Thk UPC V VAC VTR w/ WId WN WOG WP Wt XS PART 2 - PRODUCTS, 2.01 GENERAL Standard Steel Strong Storm Sewer Socket Weld Teflon Threaded Thick Uniform Plumbing Code Vents for Sanitary Sewer Process Vacuum Vent through roof With Welded Weld neck Water, Oil, and Gas Working. Pressure Weight Extra Strong A. Deliver all materials to the job site in new condition, tree from defects, and marked to identify the material, class, and other appropriate data such as pipe thickness. B. Pipe and valve sizes shown in the Drawings are nominal inside diameter unless otherwise noted. HGI Project No. 12395.00 15060 -10 Page 253 .,, D. oil +.,..- C..0•31,54,,.6 „c 11111 Gnr u Ic %.,P r.r nriitinns Anreement see www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 2.02 2.03 PIPE AND FITTINGS A. Furnish pipe, fittings, branch fittings, and other components as identified on the Drawings and specified on the Piping Data Sheets at the end of this Section. B. The piping Data Sheets indicate the required standard of quality for the piping systems for the indicated services. The Contractor may submit alternate piping and joining methods for approval. All substitutions must be approved by Boeing for each specific application. 1. Copper Piping — Grooved end piping and couplings, and press -fit type fittings may be bid as an alternate to solder and brazed connections. 2. Yard Gas Piping — Polyethylene piping may be bid as an alternate to wrapped black steel pipe for yard piping. C. For temporary piping use materials matching the adjoining existing piping, unless otherwise specified; and suitable for the service conditions. D. For overflows, vents, drip legs, and dirt traps, use materials matching the new piping. E. Drip legs and dirt traps shall be constructed full line size unless shown otherwise on the Drawings. FLANGES A. Conform to ASTM A105 and ANSI 816.5. B. Flange bolt thread lubricant shall be "Blue Goop° as manufactured by the Crawford Fitting Company. 2.04 DIELECTRIC FITTINGS A. Where required, provide the following types of insulating fittings: 1. Threaded piping: a. Insulating unions. b. Metal connections on ends to match connecting piping 2. Flanged or welded piping: a. Dielectric flange unions. b. Insulating gaskets, bolt sleeves, and washers. HGI Project No. 12395.00 15060 -11 Page 254 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 B. Dielectric fittings shall be suitable for the operating pressure, temperature, and other characteristics of piping system and specifically designed for isolation of dissimilar metals. C. Manufacturer: Epco Sales, Inc., Smart Steel Protection Corp., Watts Regulator Co., or approved. 2.05 NON- METALLIC PIPE A. Provide proper quantities and type of cement, adhesives, tools, and heat sources for attachment and installation of non - metallic pipe and accessories. PART 3 - EXECUTION 3.01 PREPARATION A. B. C. D. Clean all pipe and fittings before installation and keep clean until accepted as part of completed work. Clean all joints thoroughly before joining. Ream pipe and tube ends. Remove burrs. Clean piping for process fluids in manner that will not damage or abrade pipe and that will not contaminate contents of finished system. E. Plastic pipe shall be placed within the installation area at least 24 hours prior to installation to permit temperature equalization. 3.02 TEMPORARY PIPING A. Provide temporary piping for testing, flushing, draining, and blowing out permanent piping. Location and arrangement as approved before installation. B. After above operations are completed, remove temporary piping. Plug or cap openings in permanent systems with specified materials. C. When required by the Drawings, furnish, install, and remove temporary piping to maintain services to owner's facilities during construction. 3.03 GENERAL INSTALLATION METHODS A. Install piping, valves and all system components in accordance with the Drawings and normal industry standards. B. Keep exposed ends of pipe plugged during installation. C. Terminate each future connection with a valve and a plug or blind flange. HGI Project No. 12395.00 15060 -12 Page 255 _ _ n.. ❑a c.. .< tnon i.... Cr.. oconc rnnrlitinnc AnraPmant RAP 1NWW hXWa com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 D. Use full lengths of pipe except where cut lengths are necessary. E. Cut pipe square with ends deburred inside and out and cleaned before being installed, except steel pipe beveled for butt welding. F. Do not cut or weld to any structural member unless shown on the Drawings or approved by the Boeing Construction Manager. G. Install piping as concealed work in finished areas unless shown otherwise. H. Bent piping may be used only if shown on the Drawings or approved in advance. 3.04 ROUTING A. Install piping in a neat manner with risers plumb, and lines straight and parallel to walls and column lines. B. C. D. E. F. 3.05 A. B. Route piping in an orderly manner and maintain the specified gradient. Install horizontal lines of water piping to slope up in the direction of flow with a slope of not less than 1 inch in 40 feet, except in loop mains and main headers where the flow may be in either direction. Install lines carrying liquids to slope down toward shut -off valves so that the lines can be completely drained. Install piping to conserve building space and not interfere with use of space. Group piping whenever practical at common elevations. Do not route pipe through ductwork or directly under light fixtures without prior approval. ACCESSIBILITY & CLEARANCES Provide access where valves and fittings are not exposed. Notify the Boeing Construction Manager where any new or existing valve becomes inaccessible as a result of the Work of this Contract Allow sufficient clearance for insulation and for access to valves, equipment, and walkways. C. Unless otherwise specified, maintain minimum clearance of 2 inches between exterior edges of aboveground parallel pipes, edges of flanges, or coverings, if any, and between pipe and nearest construction, conduit, or equipment. D. Route piping so that it does not block or limit access to equipment access openings, panels, equipment, doors and catwalks or any other area where operators or maintenance personnel need to have access to equipment. Where conflicts arise between new work and these areas, notify the Boeing Construction HGI Project No. 12395.00 15060 -13 Page 256 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 Manager for resolution prior to proceeding with installation. Work installed without prior approval, and deemed by the Boeing Construction Manager to limit access, will be required to be re- routed at no cost to Boeing. 3.06 DRAINS, VENTS, & DIRT LEGS A. Water line vents and drains required for operation are shown on the piping schematics and mechanical details. However, vents and drains at high and tow points in the piping required for complete venting and draining may not be shown on the Drawings. Provide drain valves at main shut -off valves, bases of vertical risers, and at equipment. Install such additional vents and drains and note them on the Record Drawings. B. Vent the high point and drain the low point with 3 /4-inch ball valves on piping 2- 1/2 inches and larger, and 1/2 -inch bail valves on piping 2 inches and smaller. Valve types to be as specified. Provide drain valves with hose end connections and cap with a screwed cap. C. Support pipe and arrange reducers to allow piping systems to be drained at low points and vented at high points. D. Install drip legs, vents, drains, and dirt traps as required; install line size (unless otherwise indicated) drip legs and dirt traps in gas, steam, and compressed air lines as required. Fumish threaded caps at base of dirt legs. E. Air Vents: Install automatic air vent valves at all pressurized liquid piping system high points and where indicated. Provide with manual isolation valve between pipe and air vent. F. Install valved and screw-capped drains at all low points. G. Install drains and cleanouts in drainage systems as required and as indicated on Drawings. 3.07 SUPPORTS & FLEXIBILITY A. Install piping with supports, anchors, sleeves, escutcheon plates, and provision for expansion as specified in Section 15140. 3.08 FITTINGS - GENERAL A. Use standard manufactured fittings for changes in direction. B. Do not bend, spring or deform piping to prepare joints. C. Use reducing fittings wherever a change in pipe size occurs. Do not use bushings except where specifically approved by the Boeing Construction Manager, or as indicated on the Drawings. Use eccentric reducing fittings HGI Project No. 12395.00 15060 -14 Page 257 o...,,,.+e.+ f . o,.,iao.c G , hors. .,s 1A /A Inr Fnr tisane Cnnrlitinns Aoreement see www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 wherever necessary to provide air removal and free drainage of lines, and as required to maintain level bottom of pipe elevation on trapeze hangers and pipe bridges. D. Furnish non - conducting dielectric fittings in the following locations: 1. At joints between dissimilar metals. 2. Where buried steel piping connects to existing buried services and above grade services. 3. Where cathodically protected steel lines enter a building. 4. Where submerged metallic piping is connected to unsubmerged piping. 5. Where new galvanized pipe is connected to existing galvanized pipe. 6. Where shown on the Drawings. E. Furnish flanges or unions in the following locations: 1. All final connections to equipment. 2. Downstream of all screwed valves. 3. Both sides of all control valves, in -line equipment and instruments. 4. At intervals in screwed lines as necessary to allow disassembly. 5. Where non - metallic pipe systems cannot be otherwise joined. 6. Where necessary to provide clearance for dismantling equipment. 3.09 SCREWED STEEL JOINTS: A. Threads of iron and steel pipes, fittings, and couplings shall be full, cleanly cut threads, of true taper, accurate to gauge, conforming to ANSI B2.1. B. After threading, ream ends of pipes and clean chips and burrs. C. Clean threads thoroughly of cuttings, oil, and other foreign matter before applying sealant. D. Lubricate male threads only with thread lubricant or tape as specified on piping data sheet. E. Make up full, with not more than three threads exposed. Use method that will not subject pipes or fittings to twisting or cross strains. HGI Project No. 12395.00 15060 -15 Page 258 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 F. Do not use bushings, close nipples, or street ells. G. Where required, use square head steel plugs. 3.10 WELDED STEEL JOINTS A. Welding shall conform with ANSI 831.1 for steam and condensate piping and ANSI B31.3 for all other welded black steel piping. B. Butt- welding ends shall conform with ANSI B 16.25. C. Use gas metal arc welding (GMAW) process made by qualified welders meeting minimum requirements of Section 6 of ANSI 831.1. D. Clean welding surfaces free of loose scale, slag, rust, paint, oil, and other foreign material. Ensure that joint surfaces are smooth, uniform, and free from fins, tears and other defects that affect proper welding. E. Cut field or shop bevels by machining or by mechanically guided cutting torch. Where beveling is done by flame cutting, thoroughly clean surfaces of scale and oxidation just before welding. F. Field fabricated branches may be used if system operating pressure is 100 psig or less provided branch is at least one pipe size smaller than main line. G. Align pipe carefully before welding and maintain in alignment during welding. H. Use tack welds of the same quality ad final welds to maintain alignment. Remove defective tack welds before final weld is made. I. Surfaces of finished welds shall be bright metallic after cleaning, fairly smooth and of uniform contour with regular ripples, and free of overlaps, undercuts, and excessive convexity. J. Ensure that welds are sound throughout, fused thoroughly, and free of gas pockets, oxide, slag inclusions, and surface porosity. K. Clean inside of pipe free from globules of weld metal, spacers, and other material which could become loose or restrict pipe area. L. Remove and replace defective and unsound welds. Replace material that cannot be re- welded satisfactorily, as determined by the Boeing Construction Manager, with new pipe and fittings. Contractor shall correct defective welds at no additional cost to Boeing. M. Make complete penetration welds without backing rings. HGI Project No. 12395.00 15060 -16 Page 259 • r,..:u_ -_ r.._I..........s IA /A I.... C... Anroomon+ ciao wviw hYwa rnm - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 N. When the pipe temperature is 32 °F or lower before welding, heat pipe to approximately 100 °F for a distance of 1 foot each side of the weld before welding. Repeat if pipe cools to 32 °F or lower before welding. Prohibit welding when atmospheric temperature is less than 0 °F and surfaces are wet. O. Store electrodes in a dry heated area; Keep free of moisture and dampness during fabrication operations. Discard electrodes that have lost part of their coating. Use low hydrogen type E7018, or equal. Use E6010 SMAW or ER705 -2 GTAW filler metal for root pass on open butt welds. 3.11 FLANGED STEEL JOINTS A. All flanges and flanged fittings shall be true and perpendicular to the axis of the pipe. B. Position flanges for bolt holes to straddle horizontal and vertical center lines. C. Assemble flanged joints with fresh -stock gasket and hex head nuts, bolts or studs as specified on the piping data sheets. D. Make clearance between flange faces such that the connections can be gasketed and bolted tight without strain on the piping system. E. On piping systems operating at 500 °F or lower, apply anti -seize thread compound to the bolts or studs before the nuts are installed. F. Tighten bolts with appropriate wrenches and in proper sequence to produce uniform pressure on bolts to avoid overstressing of bolts, dishing of flanges, or compressing the gasket beyond working limits. Unless otherwise recommended by the manufacturer, torque steel flange bolting to the following capacities: Flange Size 1/2" - 1 -1/2' 2' -4" 6r -8" 10" 12" Recommended Torque (ft.-lb.) 10 -15 20-30 33 -50 53-75 80 -110 G. Slip -on flanges shall not be welded to pre - fabricated pipe fittings. When a flange is required at an elbow or tee, it shall be a weld neck type flange. H. Where steel flanges are bolted to flat face 125-lb cast -iron flanges, use flat face 150-lb steel flanges and full -faced gaskets. I. When a flanged joint has been made up and subsequently loosened, install a new gasket when remaking joint. HGI Project No. 12395.00 15060 -17 Page 260 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 3.12 MECHANICAL GROOVED JOINTS A. Cut or roll grooves to coupling manufacturer's specifications, without burrs and check marks. 1. Roll grooves in Tess than standard weight pipe. Use Vic -Easy or similar groove rolling tool. 2. Ream pipe ends thoroughly. 3. Use grooved joints only in accessible locations. B. Lubricate joining surfaces and install gaskets to provide complete seal and tightness of joint. C. Install couplings and necessary accessories in accordance with recommendations of coupling manufacturer and, where used for fire protection service, NFPA 13. D. Select couplings to minimize seismic restraint requirements. 3.13 COPPER PIPE AND TUBING: A. B. Soldered joints: 1. Use only lead -free solder as specified on piping data sheet. 2. Cut ends square and remove fins and burrs; replace dented and damaged tubing with new tubing. Do not peen to correct defects. 3. Before soldering, remove stems and washers from solder -joint valves. Open all valves in system completely while joints are being made. 4. Remove grease and oil from joints. Apply noncorrosive flux to male end only. Wipe excess solder from exterior of joint before hardening. 5. Remove all external and internal loose solder and flux after joint cools. 6. Redo any joints containing cracks, pinholes, or incomplete penetrations. 7. Use antler type or multiple flame torch on pipe and fittings 4 inches and larger. B.Compression joints: 1. 2. Cut off square, deburr, and clean tube end. Insert tube into fitting with tube resting firmly on the shoulder of the fitting. Fitting to be finger tight. HGI Project No. 12395.00 15060 -18 Page 261 a_ 1nre I..n a,,r laor.o i.nnriitinnc AntAAMAnt SP.P. WWW bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 3. Tighten nut 1 -1/4 turns while holding body with backup wrench. 4. Verify tightness with gap inspection gage. C. C.Flared joints: 1. Cut off square, deburr, and clean tube end. 2. Place nut and sleeve on tube. 3. Flare with flaring tool. Inspect flare for length and splitting. 4. Screw fitting body on nut to finger tight. 5. Tighten nut 1/4 turn while holding fitting body firmly with backup wrench. 3.14 PLASTIC PIPING A. Assemble joints completely in accordance with applicable ASTM requirements and accepted industry standards, exercising care not to damage pipe surfaces. B. Solvent weld joints in PVC, PVDF, CPVC, and ABS piping according to solvent cement manufacturer's instructions. Join solvent cemented PVC pipe in accordance with ASTM D2855. C. Perform thermal butt fusion welding of polypropylene and polyethylene in strict accordance with all manufacturer's instructions, including cleaning, preparing, heating time, joining time and pressure, and cool down time. Join pipe and fittings with tooling especially manufactured for use with the piping system. D. Do not subject pipe to any weight or force other than weight of pipe and contents. E. Install piping under floor slabs on smooth trench bottoms, with backfill fully compacted so that bearing Toad on pipe barrel is distributed along length of barrel. F. Install adapters as required for connection to traps, non - plastic pipe, bell and spigot pipe, and threaded connections. G. Do not cut threads on plastic pipe without specific approval by the Boeing Construction Manager. When allowed, threaded joints in plastic pipe shall be made up with Teflon tape only. H. Align pipe to provide uniform slope when required and eliminate strain from piping and joints. I. Support piping such that pipe is not abraded or distorted and so as to allow free movement as required for expansion and contraction. HGI Project No. 12395.00 15060 -19 Page 262 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 J. If necessary, bend pipe carefully to no shorter than minimum radius in accordance with Manufacturer's instructions for type of material and wall thickness; otherwise, use fittings for changes in direction. K. Do not handle or install solvent cemented pipe until joints have cured for a minimum of 1 hour per inch of line diameter. L. Install pipe so that identifying marks are clearly visible. M. Apply primers only as required by pipe manufacturer. N. Solvent welded joints that leak shall be totally removed and replaced. Thermoplastic welding of the leak point is prohibited. 3.15 CLOSING UNAPPROVED WORK A. Do not cover or enclose work until it has been inspected and approved. B. Should work be covered or enclosed prior to Inspection and approval, uncover the work; after it has been inspected and approved, make repairs and replacements at no additional cost. 3.16 TESTING A. General requirements: Furnish equipment and apparatus necessary for the test. Correct defects disclosed by the tests at no cost to Owner. Conduct test in the presence of the Construction Manager. B. Test piping systems after the lines have been cleaned and before insulation or covering has been applied. C. Remove or valve -off from the system gages, traps and other apparatus that may be damaged by the test pressure including: 1. Rotating machinery, such as pumps and compressors. 2. Pressure relieving devices, such as rupture discs and pressure relief valves. D. 3. Vessels that do not satisfy test conditions of the piping test, and all vessels regardless of rating when using gas pressure for testing. 4. Locally mounted pressure indicating gages, where the test pressure would exceed their scale range. 5. In -line instrumentation, unless otherwise specified. Test procedures: HGI Project No. 12395.00 15060 -20 Page 263 n.,.,.;.�,..a �.. ❑..a.laa �.,,.ti.,.,,.e ,.f IAIQ In.• Fnr'manta r.nnrlitinnc Anrppmpnt RP.P, www hxwa com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 E. 1. Submit calibration records for gages used for testing to Engineer. 2. Install two pressure gages per testing system. Locate gages as close as possible to the low point of the piping system. 3. Open vents and other connections that can serve as vents during filling so that air is vented before applying test pressure to a system. 4. Examine for leakage at joints and connections. The piping system is to show no visual evidence of weeping or leaking. Correct visible leakage at the Contractor's expense. 5. If the pressure falls after the pressurizing system is shut off, the source of pressure Toss must be determined and corrected. The system must be able to hold the test pressure for the test duration specified without any detectable Toss. 6. For vapor or gas piping that is specified to be hydrostatically tested, provide the additional, temporary support required to support the weight of the test liquid. Test Requirement: 1. Test piping in accordance with the code indicated on the piping dada sheet. F. Plumbing drainage and vent piping: Fill system with city water and check joints for leakage after the test duration. System may be tested in its entirety or in sections but no section is to be tested with Tess than a 10 -foot head of water. In testing successive sections, at least the upper 10 -feet of the next preceding section is to be tested so that sections are tested to at least 10 feet of head. G. Hydrostatic test: 1. Unless otherwise specified, hydrostatically test piping systems at a pressure of one and one -half times the specified design pressure and in no case Tess than 50 psig. 2. For hydrostatic tests use water not exceeding 100 °F. 3. . Hold test pressure a minimum of 4 hours after the piping under test is disconnected from it source of water. H. Testing with air or gaseous nitrogen (where specified): 1. Test with clean dry air or clean dry gaseous nitrogen. 2. Test at pressures specified in the individual sections. HGI Project No. 12395.00 15060 -21 Page 264 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 3. Gradually increase test pressure in the system to not more than one -half of the final test pressure, after which increase the pressure in steps of approximately one -tenth of the test pressure until the required test pressure has been reached. 4. Maintain the pneumatic test pressure continuously for a sufficient length of time to conduct the examination of all joints for leakage, or a minimum of two hours. 5. Examine joints for leakage using soap bubble or equivalent method. 6. If pressure gage shows discernible decrease in pressure over the period of the test, maintain pressure for an additional 4 -hour period. If pressure continues to fall, retest the joints. 1. Rectify defects that develop during testing and retest the piping systems until they show no defect or weakness and are tight. J. K. Test repairs: 1. Replace materials damaged during testing and flushing. 2. Use new gaskets each time a flanged joint is made up. 3. Repair defective welding joints in accordance with the appropriate piping code. Re- examine repaired components by the original method to determine freedom from defects, and retest all repaired joints. Costs for such repair are the responsibility of the Contractor. Test records: 1. Keep for each piping installation. These records are to include the following items: a. Date of test. b. Description and identification of piping tested. c. Test fluid. d. Test pressure. e. Test duration. f. Remarks, to include such items as: 1) Leaks (type, location) HGI Project No. 12395.00 15060 -22 Page 265 n._..:.a..r a,. 0 .�Id..... G....L.....nn ..f 1A /A Inn Cnr umono ('nnriitinnG AnrP.ATPnt GAP. www hxwa nom - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15060 GENERAL PIPING REQUIREMENTS SEPTEMBER 15, 2010 L. g• 2) Repairs Made on Teaks Signature and date by witness. h. Certification by Contractor and approval by the Construction Manager. Final cleaning and flushing of piping: 1. After piping has been tested, blow out or flush lines: a. Thoroughly blow out gas, fuel oil and chemical lines with air until dry. b. Thoroughly flush and drain all water lines. 2. Protect equipment, instrumentation and controls from debris with temporary strainers or isolation plates during flushing and drying operations. Remove protective strainers or plates after completion. M. Cleanup: At completion of work, clean exposed piping thoroughly. 3.17 CLEANING AND CHEMICAL ADDITION A. Clean, flush, and disinfect piping systems as directed in Section 15070. END OF SECTION HGI Project No. 12395.00 15060 -23 BLANKET SPECIFICATION BOEING AUBURN srrE Revised January 20, 2009 PIPING DATA SHEET NUMBER 3 Overview: Copper, Soldered, 4" & under, Plumbing Services Services: Domestic Cold, Hot & Hot Water Circulating (CW, HW, HWC); ProcessWater (PW); Compressed Air (A) Class: Co Rating: 150 psig, 300°F Code: ANSI B31.3 * ITEM SIZE DESCRIPTION SPEC. PIPE 4' & smaller Type L Hard Drawn smis copper ASTM B-88 NIPPLES Pipe, thd both ends, XS, smis, red brass ASTM B-43 UNIONS Cast bronze, solder joints, w /copper seats. ANSI 1316.18 Where copper connects to steel use dielectric unions. FITTINGS Wrought copper, solder braze joints ANSI B16.22 ADAPTERS Wrought copper male & female adapters, or cast brz for fittings not available in wrought copper. ANSI B 16.9 & 10 ANSI B 16.18 SOLDER 95 -5 tin antimony, 95.5/4 tin/copper, 91.5/5/3.5 tin/ antimony /copper approved for potable water service. ASTM B32 Grade HA or HB THREAD LUBRICANT Teflon tape FLANGES Class 150 FS, RF, scrd, ASTM A105, rated for ANSI B 16.5 260 psig @ 200T. Use a thd copper male NPT adapter to connect to tubing. GASKETS Ring for RF, 1/16" compressed SBR binder, Non - ANSI B 16.20 Asbestos, 600°F, Garlock Blue -Gard 3100 or apvd. BOLTING ASTM A193, Gr B, Alloy St1 stud Bolts w/ ASTM A 194, Gr 2H, Hvy Hex Nuts UNDERGROUND PROTECTION 2 Layers Min 10 Mil Polyvinyl Tape, Scotch Wrap GATE VALVES • Class 150, bronze, scrd, inside screw, rising stem, union bonnet, brz trim, ASTM B62. Crane 431 -UB, Powell 2714, or apvd. GLOBE VALVES Class 150, brz, scrd, inside screw, rising stem, union bonnet, brz trim, ASTM B62. Crane 14.5 or apvd. CHECK VALVES Class 150, brz, scrd, swing, brz trim, ASTM B62. Crane 137 or apvd. BALL VALVES 2" & smaller 600 psi W.O.G., C.W.P., & 150 psi sat. steam, brz body, chrome plated ball, reinforced PTFE seats & packing, locking type, Watts B -6400, Apollo 70 -100, or apvd. 2 -1/2" & larger Do not use worksheet: 3 - Copper Page 267 Piping Data Sheets D. r.- C.,..ti ,., .e ..s 1nie i„r Fr,r i'canc. C:nnrfitinns Anreement see www.bxwa.com - Always Verity Scale DATA SHEET 3 BLANKET SPECIFICATION BOEING AUBURN SITE Overview: Service: Class: ORIGINAL March 25, 1999 PIPING DATA SHEET NUMBER 24 Black Steel, Threaded 2" & Under, Welded Over 2 ", Low & Medium Pressure Steam Low & Medium Pressure Steam & Condensate (LPS, LPC, MPS, MPC, PC) 300. Carbon Steel Rating: 150 psig, 353 F Code: ANSI B31.1 ITEM SIZE DESCRIPTION SPEC. PIPE 2" & smaller ASTM A53 or A106, Gr B, Schd 80, Sills or ERW ANSI B36.10 2 -1/2" & larger ASTM A53 or A106, Gr B, Schd 40, ERW FITTINGS 2" & smaller Class 2000 FS, Scrd, ASTM A105 ANSI B16.11 2 -1/2" & larger Std Wt, Smis, Butt Wld, ASTM A234, Gr WPB ANSI B 16.9 & 10 UNIONS 2" & smaller Class 2000 Scrd, or Class 3000 FS, SW, ASTM A105 ANSI B 16.3 2 -1/2" & larger Use Flanges THREAD LUBRICANT 2" & smaller Teflon Tape or High Temp Compound FLANGES 2 -1/2" & larger Class 150 FS; RF, SO or WN, ASTM A105 ANSI B 16.5 GASKETS Ring for RF & Full for FF, 1/16" Non - Asbestos ANSI B16.20 Flexitaulic CG Flexile Super, or Approved. BOLTING ASTM A193, Grade B7, alloy steel stud bolts, with ASTM A194 Grade 2H Hvy Hex nuts. VALVES, GATE 2" & smaller Class 800 FS, ASTM A105, Cr Trim, Solid wedge disc, welded Bonnet, renewable hard faced seats rising stem, thd or SW, conventional port. Vogt, Smith, Bonney Forge, Rockwell Edwards 2 -1/2" & larger Class 150, CS, ASTM A216, Gr WCB, 13% Cr trim, renewable hard faced seats, OS &Y. Newco, Walworth, DSI, Ramondi ANSI B16.10 VALVES, GLOBE 2" & smaller Class 800 FS, ASTM A105, Cr Trim, Solid wedge disc, welded Bonnet, renewable hard faced seats rising stem, thd or SW, conventional port. Vogt, Smith, Bonney Forge, Rockwell Edwards . 2 -1/2" & larger Class 150, CS, ASTM A216, Gr WCB, 13% Cr trim, renewable hard faced seats, yoke top, btd bonnet, rising stem. Newco, Walworth, DSI, or Ramondi ANSI B 16.10 SWING CHECK 2" & smaller Class 800 FS, ASTM A105, Cr Trim, Solid wedge disc, scrd or welded Bonnet, renewable hard faced seats, thd or SW, conventional port . Vogt, Smith, Bonney Forge, Rockwell Edwards 2 -1/2" & larger Class 150, CS, ASTM A216, Gr WCB, 13% Cr trim, renewable bard faced seats, bolted cover ANSI B 16.10 Newco, Walworth, DSI, Ramondi worksheet: 24 - LPS Page 268 DATA SHEET 24 Page 269 BLANKET SPECIFICATION BOEING AUBURN SITE Overview: Service: Class: ORIGINAL March 25, 1999 PIPING DATA SHEET NUMBER 74 Black Steel, All Welded, for Natural Gas in Seismic Zones Natural Gas (G) 150, Carbon Steel Rating: 150 psig, 150F Cade: ANSI B31.1 & B31.3 ITEM SIZE DESCRIPTION SPEC. PIPE 2" & smaller ASTM A106, Sch 80, smls ANSI B36.10 2 -1/2' & larger ASTM A53 or A106, Gr B, Sch 40, smis or ERW 2" & smaller Class 3000, forged CS, socket weld; or Class 3000 ANSI B16.11 FITTINGS screwed, seal welded after assembly, ASTM A105. 2 -1/2" & larger Wrought CS, smls, butt weld, ASTM A234, Gr WPB, ANSI B16.9 same wall thickness as the pipe. If buried Class 3000 FS, SW, ASTM A105. ANSI B16.11 SOCKOLETS 2" & smaller Class 3000, forged CS, ASTM A105 WELDOLETS 2 -1/2" & larger Forged CS, sch. to match run & branch, ASTM A105 UNIONS 2" & smaller Class 3000, forged CS, socket weld, or Class 3000 scrd, seal wld after assy, ground joint, ASTM A105. ANSI B 16.39 2 -1/2" & larger Use Flanges THREAD LUBRICANT Teflon tape. FLANGES 2" & smaller Class 150 FS, RF or FF, SO or WN. ASTM A105 ANSI B 16.5 2 -1/2" & larger Class 150 FS, RF or FF, SO or WN, ASTM A105 ANSI B16.5 GASKETS Spiral wound, 304 SS, w/ fire -safe non- asbestos flexible graphite filler, Flexitallic Inc. style LS or apvd. BOLTING ASTM A193, Grade B7, alloy steel stud bolts, with ASTM A194 Grade 2H Hvy Hex nuts. UNDERGROUND PROTECTION 2 Layers Min 10 Mil Polyvinyl Tape, Scotch Wrap PLUG VALVES Class 150 flg, ASTM A395 ductile iron non- lubricated PTFE sleeved, with wrench to 4 ", gear operator for 6" & above. SS plug to 2 ", chrome plated plug over 2 ", Durco G411, Xomox T ufline 067, or apvd. BALL VALVES Bronze body & ball, TFE seats & packing, Apollo series 80 or 81, Watts B6000, B6100, or B6100AG, or apvd.; or Class 150 flg, cast CS body, ATM A216, Grade WCB, SS ball, filled TFE seats, fire tested to API -607, wrench to 4 ", gear operator for 6" & over, Neles- Jamesbury 5150 or 6150. worksheet: 74 - Nat Gas _ _s,AI ,_� nrocmctit eoc,Ann,v., hvu,a rnm - AlwavS VArlfv Scale DATA SHEET 74 BLANKET SPECIFICATION BOEING AUBURN SITE ORIGINAL January 20, 2009 PIPING DATA SHEET NUMBER 105 Overview: Underground Sanitary Drains and Vents, Storm Drains - Cast Iron Service: Sanitary Sewer (SAN); Rainwater Leader (RWL); Storm Sewer (STS) Vents for San. Sewer (V) Gravity flow applications Material selection shall be as specified on the Drawings. n/a Rating: Atmospheric Note: Class: Code: UPC ITEM SIZE DESCRIPTION SPEC. CAST IRON: 2" to 15" PIPE AND FITTINGS Cast iron hub and spigot fittings, service weight, bituminous coated. ASTM -A74 JOINTS Circular molded neoprene gasket, push on type ASTM C -564 TRANSITION COUPLING Factory fabricated coupling or adapter gasket at interface between building cast iron piping and yard concrete piping. CLEANOUTS Satre size as pipe up to 4" and not less than 4" on larger piping. Horizontal pipe spacing not to exceed 50 ft for 4" and smaller, and not to exceed 100 ft for larger piping. Worksheet: 105 - UG Drain DATA SHEET 105 BLANKET SPECIFICATION BOEING AUBURN SITE ORIGINAL March 25, 1999 PIPING DATA SHEET NUMBER 106 Overview: Above Ground Drains and Vents, Steel, Iron, PVC, or Copper Service: Sanitary Sewer (SAN); Rainwater Leader (RWL); Storm Sewer (STS) Vents for San. Sewer (V) Clear Water Drains (CLD, Condensate Drains) Material selection shall be as specified on the Drawings. n/a Rating: Atmospheric Note: Class: Code: UPC ITEM SIZE DESCRIPTION SPEC. STEEL: 1- 1/4 -16" PIPE Carbon steel, std wt, seamless or ERW, galvanized ASTM A53 Grade A or B. 4" & smaller Cast iron drainage fillings, screwed ANSI B16.12 FITTINGS or 2" to 16" Grooved MI, grade E gaskets, Victaulic or approved ASTM A47 CAST IRON: 1 -1/2" to 15" PIPE AND FITTINGS Cast iron hubless, service weight, bituminous coated, complying with Specification 301 of CISPI. ASTM -A74 JOINTS Molded neoprene positive seal, stainless steel banded, clamp -all connectors. PVC: 1 -1/2" to 6" PIPE PVC Drain, Waste, and Vent pipe, schedule 40. ASTM D -2665 or D-1785 PVC, schedule 40, DWV ASTM D -2665 FITTINGS CEMENT Weld -on, or approved ASTM D -2564 PRIMER Weld -on, or approved ASTM F -656 COPPER: 1 -1/4" to 4" TUBE Copper drainage tube (DWV) ASTM B -306 Wrought copper solder joint drainage (DWV) fittings or cast bronze solder joint drainage (DWV) fittings. ANSI B 16.29 ANSI B 16.23 FITTINGS SOLDER Lead -free, high tin, approved for use in potable water service, with manufacturer's recommended flux. ASTM B32, Grade HA or BB Worksheet: 106 - Drain Page 271 o...,.iaoa +„ Ri!Mare Gvr•hanna of WA Inn Fnr i,aanP Conditions Aareement see wvwv.bxwa,com - Always Verify Scale DATA SHEET 106 BLANKET SPECIFICATION BOEING AUBURN SITE Overview: Services: Class: PIPING DATA SHEET NUMBER 111 Stainless Steel Tubing, compression tlttings,1" & under General service and instrument air. Stainless Steel Rating: 1033 psig, 200 Code: Original January 20, 2009 ANSI B31.1831.3 ITEM SIZE DESCRIPTION SPEC. • TUBE 1" & smaller Outside diameter tubing, Type 304 or 316 standees steel, seamless or welded. ASTM A -213 ASTM A -249 Acceptable alternatives: Types 304L and 316L. ASTM A -269 TUBE WALL Outside Dia. Wall Thickness 0.250 0.035 0.375 0.035 0.500 0.049 0.625 0.065 0.750 0.065 0.875 0.083 1.000 0.083 FITTINGS Flareless compression Type 316 stainless steel tube fittings. THREAD LUBRICANT Teflon based or molybdenum - disulfide based NEEDLE VALVES 1/4" to 1/2" 316 stainless steel body, tubing connections, TFE packing, rated minimum of 3,000 psig at 100 F, and 2,140 prig at 400 F, minus 65 F minimum BALL VALVE Non - flammable and non- combustible 1/4" to 1" 316 stainless steel body, stem and ball, screwed female NPT connections, reinforced TFE seats and packing, rated at 1,000 psig minimum at 300 F, and 600 psig at 350 F. BALL VALVE Flammable and combustible 1/4" to 1/2" 316 stainless steel body, stem and ball, screwed female NPT connections, compressed graphite stem packing, fire safe conforming to API 607, Durafill or mineral -filled PTFE seats, rated at 1,500 WOG, 1,000 psig minimum at 250 F. worksheet: 111 - SS Tube Page 272 DATA SHEET 111 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15070 CLEANING FLUSHING AND DISENFECTING SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide cleaning and flushing of the following piping systems using water -based procedures: 1. Domestic Hot and Cold water 2. Process Water 3. Fire water 4. Process water 5. Boiler feedwater 6. Softened water B. Disinfect the following piping systems: 1. Domestic hot and cold water C. Use compressed air procedures to clean the following systems: D. Compressed air 2. Natural gas Provide cleaning, flushing, and disinfection meeting the requirements of the following standards: 1. AWWA C601 Procedure for Disinfecting Water Mains 2. AWWS B300Hypochlorics 3. Uniform Plumbing Code 4. Applicable state and local codes 1.02 COORDINATION A. The NALCO Chemical Company is under contract to the Boeing Company to provide the water treatment materials and services for the following systems: 1. Boilers 2. Other related systems requiring the addition of chemicals to inhibit scaling and corrosion, reduce alkalinity and pH, and prevent algae built -up. HGI Project No. 12395.00 15070 -1 Page 273 Section 15070 Cleaning, Flushing and Disinfecting r- ._..• _. •. IA IA 1.... c......- ...... /^.....�iainna 8nroomnn4 one ■nnnwi hvwia rnm - Alwava VPrifv SralP THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15070 CLEANING FLUSHING AND DISENFECTING SEPTEMBER 15, 2010 B. C. The NALCO scope of responsibilities includes the following: 1. Supply all chemicals and corrosion inhibitors required for initial start-up and ongoing operation of systems listed in paragraph 1.02.A above. 2. Make chemical and corrosion inhibitor recommendations. 3. Fumish Material Safety Data Sheets. 4. Furnish chemical and corrosion inhibitor application information. 5. Furnish training. The address for NALCO is: NALCO Chemical Co. 5210 NW Fruit Valley Road Vancouver, WA 98660 Tel. (360) 750 -6512 Fax. (360) 750 -6543 The NALCO representative supporting the Boeing Plant 2 plant is Jeffrey Eis, cell phone (206) 963 -6045. D. The contractor shall coordinate with NALCO for the cleaning and initial treatment of systems listed in paragraph 1.02.A above. PART 2 - PRODUCTS 2.01 MATERIALS A. Chemical treatment materials for the systems listed in paragraph 1.02. A will be fumished by the NALCO Chemical Company. B. Materials for cleaning, flushing, and disinfecting other systems shall be furnished by the contractor and shall consist of the following: 1. Cleaning and flushing: Trisodium phosphate 2. Disinfection Chemicals Hypochlorites: a. Calcium hypochlorite granules b. Sodium hypochlorite solutions c. Calcium hypochlorite tablets HGI Project No. 12395.00 15070 -2 Page 274 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15070 CLEANING FLUSHING AND DISENFECTING SEPTEMBER 15, 2010 3. Temporary Strainers: 1/8 inch diameter, perforated 14 gage stainless steel with conical shape for companion flange installation. Perforated Conical Strainers. MAC Iron Works Co., Sandusky, Ohio. PART 3 - EXECUTION 3.01 PREPARATION A. B. Prior to Pipe Installation: 1. Preliminary Cleaning: Hammer, brush, and soap with rags to loosen sand, dirt or scale. Blow with compressed air to remove deleterious particles. Physical cleaning shall not damage pipe or mar pipe surfaces. 2. Seal Ends: On pipe stored before installation, dry and seal the ends with a rigid plug or flange protector and tape. Prior to Cleaning and Flushing: 1. Removals: Remove control valves, safety valves, controllers, rupture discs, orifice plates, instruments, and fittings which could be damaged by cleaning procedures from piping and equipment, and replace with spool pieces, plugs, or blind flanges. Clean such items separately. Use new gaskets and thread lubricant when the removed items are reinstalled after cleaning. 2.. Temporary Strainers: Provide temporary strainers in pump suction flanges. Remove the temporary strainers after cleaning and flushing the piping system. 3. System Protection: Protect piping and equipment against over - pressure, collapse from vacuum, and hydraulic shock during the flushing and cleaning procedures. (Risk of shock damage is especially great with PVC piping on initial filling of long pipe runs.) 3.02 WATER FLUSHING PROCEDURE A. Filling System: With branch line valves closed (or branch lines disconnected), fill the headers slowly with clean water until air is dispelled from the system. B. Flushing Headers: Increase the flow until the fluid velocity reaches a level which will•sweep trash and debris from the headers. A velocity of approximately 8 fps will flush most normal debris from lines. If necessary to avoid over - pressuring portions of the system, flush larger systems in segments or utilize booster pumps to attain the required velocity. Flush both sides of parallel circuits such as the control stations. HGI Project No. 12395.00 15070 -3 Page 275 4... ., c.,, w .....F %nee in.. (:nnrlitinna AnrPPmant SAP www hxwa nom - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15070 CLEANING FLUSHING AND DISENFECTING SEPTEMBER 15, 2010 C. Flushing Branches: After headers have been flushed clean, open branch line valves (or reconnect branch lines) and flush branch lines until clean. Flush only so many branches simultaneously as the water source can supply with an adequate flow. D. Second Fi11: Refill the system with a solution of one pound trisodium phosphate for each 50 gallons of water. Circulate this solution through the system for two hours. Drain the system. E. Third Fill: Refill the system with clean water and flush headers and branches as described above. Drain the system. F. High Purity Systems: Flush reverse osmosis water, deionized and demineralized water systems with water of equal or superior quality to the design water quality on the third fill. Continue to flush with high purity water until the effluent is pure as evidenced by: 1. Total dissolved solids less than or equal to system design. 2. No visible particles on a 50 micron white filter media which has filtered effluent for at least 5 minutes. 3.03 DISINFECTION A. Procedure: Provide piping system disinfecting in accordance with AWWA B300 Hypochlorites, AWWA C601 Disinfecting Water Mains, and applicable state and local codes. B. Bacteriologic Tests: Collect a sample or samples from the end of the line and test for bacteriologic quality after disinfecting and before the water main is placed in service. The test shall show the absence of coliform organisms. If the number and frequency of samples is not prescribed by the public health authority having jurisdiction, collect at least one sample from chlorinated supplies where a chlorine residual is maintained throughout the new main. From non - chlorinated supplies, collect at least two samples at least 24 hours apart. 3.04 BOILER WATER PIPING TREATMENT A. Coordinate with NALCO for all piping systems as listed in Part 1.02. A above. B. Provide and install all chemical and corrosion inhibitor system components per the Drawings and Specifications, including pumps, piping, and controls. C. Clean piping before testing and treatment in accordance with initial cleaning requirements as specified herein. HGI Project No. 12395.00 15070 -4 Page 276 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15070 CLEANING FLUSHING AND DISENFECTING SEPTEMBER 15, 2010 D. Perform all testing, flushing, cleaning, and closed loop inhibitor applications per the NALCO Chemical Company recommendations and directions. Contact NALCO for instructions. Required chemicals will be furnished by NALCO. 3.05 AIR CLEANING PROCEDURE - FOR NON -WATER BASED SYSTEMS A. Air Quality: The compressed air used to clean piping shall be supplied from a centrifugal or non - lubricated reciprocating or screw compressor fitted with fresh air intake filters. Do not use lubricated compressed air (non - instrument quality) which is fed by lubricated reciprocating or screw type compressors. B. Isolation: Isolate piping network into mains and branches small enough to ensure sweeping velocity in each pipe segment. Use branch valves or temporary caps. C. Pressurization: Pressurize each segment slow enough to avoid shock and piping damage. Use minimum pressure of not less than 50 psig and maximum pressure not to exceed 1 times normal operating pressure. D. Pressure Release: Use temporary hose or pipe to vent compressed air to a safe area outside of building and away from people. Use safety barricades and signage conforming to OSHA requirements to protect personnel from blast and noise. E. Cleaning: With cleaning compressor connected at one end of each isolated segment, bleed air from opposite end maintaining 50 psig minimum line pressure for not less than one minute or until visible debris is removed. Clean headers before branches. 3.06 RESEALING PIPING SYSTEMS: A. Strainers: Remove temporary strainers. Clean and reinstall permanent strainers. B. Reconnect equipment and reinstall removed items. Reconnect vessels, equipment, and piping, and reinstall control valves, safety valves, controllers, rupture discs, orifice plates, instruments, and fittings with new gaskets and thread lubricant. If a subsequent pressure test is required, leave items out of the system until after completion of the pressure test. For systems which must be hydrostatically tested and dried, the hydrostatic test may be conducted prior to cleaning and drying. 3.07 PURGING A. When filling cleaned piping with combustible gases such as propane or natural gas, avoid explosive mixtures and related safety hazards by: 1. Prohibiting sources of combustion such as cigarettes, sparking and open flanges in area of piping. HGI Project No. 12395.00 15070 -5 Page 277 r....r..........t IMA I.... (`nnrliiinnc On roomont cAA vAnAer hvwa rnm - AIWAVS Vnrifv Seale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15070 CLEANING FLUSHING AND DISENFECTING SEPTEMBER 15, 2010 2. Introducing inert gas such as nitrogen or carbon dioxide into piping system prior to combustible gas displacement. 3. Venting displaced gas outside of building away from personnel above building eave height. END OF SECTION HGI Project No. 12395.00 15070 -6 Page 278 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15100 VALVES AND ACCESSORIES SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 SCOPE OF WORK A. Installation of valves and valve accessories. 1.02 RELATED WORK A. Section 15060 - General Piping Requirements. Valve selection is covered by the piping Data Sheets included in Section 15060. Valve installation requirements are covered in this Section. 1.03 SUBMITTALS A. Submit valve data. 1.04 DELIVERY AND STORAGE A. Deliver and store valves in shipping containers with labeling in place. 1.05 ABBREVIATIONS A. The following abbreviations apply to this Section: AL BR BW E CI CPVC CS CW P DI FFFE FS MJE OS &Y PFA HGI Project No. 12395.00 Aluminum Bronze Butt Welding Ends Cast Iron Chlorinated Polyvinyl Chloride Cast Steel Cold Working Pressure Ductile Iron Flat Face Flange Ends Forged Steel Mechanical Joint Ends Outside Screw & Yoke Perfluoroalkoxy 15100 -1 Page 279 Section 15100 Valves and Accessories C...... -nne r..nilihinne nriroomon+ cap www hYwa c.nm - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15100 VALVES AND ACCESSORIES SEPTEMBER 15, 2010 POJE Push -On Joint Ends PTFE Polytetrafluoroethyelene PVC Polyvinyl Chloride PVDF Polyvinylidene Fluoride RFFE Raised Face Range Ends RJE Ring Joint Ends S Swing Check SBE Silver Braze Ends SJE Solder Joint Ends SS Stainless Steel SWE Socket Weld Ends TE Threaded Ends TFE Polytetrafluoroethylene VCE Victaulic Coupling Ends W Wafer Check WOG Water, Oil, Gas WSP Working Steam Pressure • PART 2 - PRODUCTS 2.01 VALVES A. Valves shall be as specified in the data sheets in Section 15060. B. All valves of each type shall be the product of one manufacturer. C. Provide all valves complete with all necessary operating hand wheels, levers, chain wheels, extension stems, worm and gear operators, operating parts, chains and wrenches as required for the proper operation of the valve in the service indicated. D. Composition discs for globe valves, gaskets and packing for all valves shall be non - asbestos type. HGI Project No. 12395.00 15100 -2 Page 280 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15100 VALVES AND ACCESSORIES SEPTEMBER 15, 2010 E. All butterfly valves shall be threaded lug type unless specifically indicated otherwise. F. Angle valves shall be equivalent to specified globe valve. G. All threaded stem valves shall open by turning the valve stem counter- clockwise. H. Safety and relief valves shall be ASME approved. 2.02 VALVE ACCESSORIES A. Butterfly Valves: Unless otherwise indicated, for valves 6 inches and larger, furnish with gear operator with clearly visible position indicator with stops for open and closed positions. B. Provide extension operators, chain operated handwheels, and other operating accessories for valves as indicated on the Drawings. C. Provide 6 inch diameter cast iron valve boxes with removable covers, and provide stem or shaft extension operators with "T- handles° for operation of direct buried valves in underground piping. 2.03 ACCEPTABLE MANUFACTURERS A. Listed below are valve manufacturers whose products are acceptable under this Specification. The designation of specific manufacturers for particular valves establishes standards of quality and does not restrict the selection of valves to a single manufacturer. Products of comparable quality from other manufacturers may be submitted to the Owner for consideration. 1. AMRI 2. Apollo 3. Asahi America 4. Bray Valve and Controls 5. Carten Controls, Inc. 6. Conbraco Industries, Inc., Apollo Ball Valve Division 7. Contromatics, Division of Quamco, Inc. 8. Crane 9. Dover Corporation, Norris Division ( "Norriseal) 10. Fairbanks HGI Project No. 12395.00 15100 -3 Page 281 .. ..•_�_ _� ._ .-.. .:u___ r.._�____ ..a IA/A i.... C... oe•n..e r•NnAifinne ArirPPmPnf CPP WWW hYWA nom - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15100 VALVES AND ACCESSORIES SEPTEMBER 15, 2010 11. Familian Northwest 12. Galtek 13. George Fischer 14. Hammond Valve Corporation 15. Hayward 16. Henry Pratt 17. Hoerbiger Corp. of America, Inc. 18. ITT Grinnell 19. Jamesbury 20. Jenkins 21. Kennedy Valve 22. Lunkenhelmer 23. MMC Pacific, Mark Controls 24. Mueller 25. Mueller Steam Specialty ( "Muessco °) 26. Nibco 27. Nupro (Swagelok) 28. PBM, Inc. 29. R & G Sloane ('GSR °) 30. Stockham 31. TRW Mission 32. Walworth 33. Watts Regulator 34. Whitey (Swagelok) 35. William Powell HGI Project No. 12395.00 15100 -4 Page 282 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15100 VALVES AND ACCESSORIES SEPTEMBER 15, 2010 36. Worcester Controls 2.04 BACKFLOW PREVENTION ASSEMBLIES A. Backflow prevention assemblies that protect potable water systems shall be the reduced pressure type manufactured by Watts Regulator or Febco and shall be selected from the State of Washington Department of Health Approved Backflow Prevention Assembly list for the intended installation orientation (http: / /www.doh.wa.gov /ehp /dw/ Programs /backflow_prevention.htm). PART 3 - EXECUTION 3.01 FIELD QUALITY CONTROL 3.02 A. Examine and test valves after installation for alignment, tightness, operability and proper orientation in pipe. B. Correct or reinstall all valves revealed by inspection of the Boeing Construction Manager to be improperly installed. INSTALLATION A. When more than one piping system material is joined to a valve, ensure systems components are compatible and joined to ensure the integrity of the system is not jeopardized. Provide necessary joining fittings. Use dielectric unions where joining dissimilar materials. B. Provide flanges, unions, or couplings for valve servicing. C. End preparation and bore of valves shall match equipment connections and piping for various services specified. D. Provide access doors for access to concealed valves. E. Where lines of lower pressure rating tie into services or equipment of higher pressure rating, install required valve conforming to higher rating between connections. F. Drain Valves: Provide drain valves at piping system low points and where indicated, 3/4" valve for line sizes 3/4" through 2 ", 1 -1/2" tor 2 -1/2" through 4" and 2" for 6" and larger unless noted otherwise. G. Provide isolation ball valves upstream of all pressure sensing devices. H. Locate shut -off valves to permit isolation of system mains, branches and risers, equipment and piping specialties, from the balance of each connected piping system, without loop or system shutdown. HGI Project No. 12395.00 15100 -5 Page 283 c....h.,.,,,e ..F 1nie In,- cnr 'canc. ('nnrlihr,ns AnrPPmant %PP www bxwa.COm - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15100 VALVES AND ACCESSORIES SEPTEMBER 15, 2010 I. Locate system sectionalizing and equipment isolation valves to permit safe shutdown and convenient maintenance or drainage of equipment without moving equipment.. Install branch isolation valves, instrument isolation valves and the like as close to main as practical to minimize dead water. J. Install gate, butterfly or ball valves for shut -off and to isolate equipment, part of systems, or vertical risers. K. Install globe, diaphragm, or butterfly valves for throttling, bypass, or manual flow control services, type as indicated on the Drawings. L. Where practical, locate valves for immediate accessibility for operation. M. Install valves with stems up wherever possible; where not possible, orient stems in horizontal position or as indicated on Drawings. N. Connect valves to piping in accordance with fitting installation requirements of Section 15060 and Drawings. O. Install chain wheels or extension stems to permit ease of operation on valves where valve centerlines are located more than 71 -0° above access level. Set bottom of chain loop at three feet above operating floor level, with Shook for securing chain out of aisle or access area. Do not use chain wheels on threaded end valves. P. Cover all valve outlets not connected to piping system with end closure, such as plug, capped nipple, or blind flange. Q. Install extension stems on valves located in trenches and on underground valves to within four (4) inches below cover plate or trench cover if handwheels are more than 21 -0° below cover. R. Install valve boxes on frequently operated valves installed underground. S. Where manual valves are used with locally mounted flow indicators, locate valves at same operating level as indicator to aid in ease of use. T. Lubricate valves and Install valves and accessories in accordance with manufacturer's instructions. U. Aboveground valves shall be rigidly held in place using supports and hangers. V. Provide non - conducting dielectric connections wherever joining dissimilar metals 3.03 RELIEF VALVES A. Where relief valve discharge is of non - hazardous nature, pipe directly to drain. HGI Project No. 12395.00 15100 -6 Page 284 • THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15100 VALVES AND ACCESSORIES SEPTEMBER 15, 2010 B. Where relief valve is used in process or steam service, extend discharge pipe 10' -0" above roof. Provide minimum 1/2 inch drain at low point of discharge and pipe to drain system. C. Except where otherwise indicated, connect relief valve inlet directly to vessel or to the pipe requiring relief with minimum interconnecting piping. D. Install relief valves in vertical position. E. Brace and support outlet piping so that excessive stress on relief valve is avoided and so that removal of relief valve can be accomplished without temporarily supporting discharge piping. F. Install discharge piping to avoid pockets; provide weepholes as required. 3.04 TESTS A. Test all valves and accessories for proper operation and settings. Verify that valve is free from vibration, binding, scraping, and other defects. Verify the adequacy of all valve supports to meet specified requirements. All defects found shall be corrected. 3.05 CLEANING A. All valves and accessories shall be flushed clean of all foreign matter together with the piping as specified in Section 15070. 3.06 BACKFLOW PREVENTION ASSEMBLIES A. Where backflow prevention assemblies are required, install with sufficient access for service and annual testing. Submit make, model, location, size, and serial number. After installation, the assembly shall be tested by a Washington State certified Backflow Assembly Tester using the State - approved test procedure. Test results shall be recorded on a Backflow Prevention Assembly Test Report form suitable to the Water Purveyor Completed test forms shall be given to the Boeing Construction Manager for submission to the City. END OF SECTION HGI Project No. 12395.00 15100 -7 Page 285 tI 1nin In.. Cnr i oono r�nnriitinnc AnrPP.mP.nt CP.P. www hXWA COM - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Services covered under this section: 1. Steam 2. Fuel Gas 3. Compressed Air Process Water 4. 5. Plumbing 1.02 SUBMITTALS A. Submit product data. PART 2 - PRODUCTS 2.01 STEAM SPECIALTIES A. Steam pressure reducing valve: 1... Capacity and operating range indicated on the Drawings. Maximum tabulated flow inlet and outlet velocities not to exceed 10,000 fpm and 30,000 fpm respectively. State capacities at critical velocity in submittals. 2. Spence Engineering Co. Inc., type Eb. Approved products of Leslie, Inc., Sarco Co., and Strong Div. of White Consolidated Industries accepted. 3. Valve: Type ED, external pilot actuated, diaphragm- operated, packless, single -seat, suitable for dead -end shut off. 4. Valve material: Cast -steel body and pilot with stainless stem and diaphragm, SECO metal seat and discs, and tempered steel spring. 5. Main valve connections: a. 2- inches and smaller - screwed. b. 2 -1/2 inches and larger - flanged. 6. Valve rating: To match inlet steam design pressure. HGI Project No. 12395.00 15120 -1 Page 286 Section 15120 Piping and Plumbing Specialties THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 2.02 Steam pressure/temperature regulator: 1. Capacity and operating range indicated on the Drawings. Maximum tabulated flow inlet and outlet velocities not to exceed 10,000 fpm and 30,000 fpm respectively. State capacities at critical velocity in submittals. 2. Valve specified is type ET- 124/134 or ET -14, manufactured by Spence Engineering Co. Inc. Approved products of Leslie, Inc., Sarco Co., and Strong Div. of White Consolidated Industries accepted. 3. Valve: Type ET- 124/134 or ET -14, external pilot actuated, diaphragm - operated, packless, single -seat, suitable for dead -end shut off. 4. Valve material: Cast -steel body and pilot with stainless stem and diaphragm, SECO metal seat and disc, and tempered steel spring. 5. Pilot: Type ET- 124/134 or ET -14 externally mounted to main valve unit, packless, diaphragm operated, single seat, cast -steel body, stainless steel trim with pressure adjustment device. B. 6. Main valve connections: a. 2- inches and smaller - screwed. b. 2 -1/2 inches and larger - flanged. 7. Valve rating: To match inlet steam design pressure. 8. Refer to schedule in Drawings for specific valve types. Steam safety valve: 1. Set pressures indicated on the Drawings: Size for rated capacity of pressure - reducing valve plus 10% at critical velocity through valve. Select valve on ASME Unfired Rating (U.P.V.) basis, with 3% accumulation. Safety valve to carry ASME Code symbol. Valve rated for 300 pounds SW P. 2. Manufacturer: Consolidated Fig. 1811 or approved products of Kunkle Valve, Inc., Lunkenheimer Co., Farris Engineering Co., J. E. Lonergan Company, or Sarco Company. 3. Valves: Cast -steel body, stainless steel bronze trimmed with open spring and external lifting lever. Furnish with manufacturer's standard connections. ASME code rated. HGI Project No. 12395.00 15120 -2 Page 287 o,.;i.+e.c- Cvnh �nnn evi \Mt In.. Feu ucano (nnrlitinns AnrPPmPnt sPP www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 C. Drip pan elbow: D. E. 1. Drip pan elbow for use with safety valve: Cast iron, Crane Co. No. 1100 or approved. Pipe drain as indicated on the Drawings. Strainers: 1. High - pressure steam and condensate size 2 inches and smaller: Screwed bronze ANSI Class 300 or carbon steel ANSI Class 600, Y pattern 0.045 - inch stainless steel perforated screen. Size 2 -1/2 inches and larger: Flanged carbon steel, Class 150 body, Y pattern 0.045 -inch stainless steel perforated element. 2. Low and medium- pressure steam and condensate size 2 Inches and smaller: Screwed bronze or carbon steel ANSI Class 600, Y pattern 0.45 - inch stainless steel perforated screen. Size 2 -1/2 inches and larger: Flanged carbon steel body and cover, ANSI Class 300, Y pattern, 0.45 - inch stainless perforated screen. 3. Provide with blowdown valve with hose connection. 4. Hayward, Sarco, Armstrong, Mueller or approved. Temperature control valve: 1. At least 125 psig working pressure. 2. Operation: Electric valve activation acting against an internal spring to position the valve plug. Spring range selected to provide tight valve closure at maximum system differential pressure. Fail position — Closed. 3. Construction: a. Two -way or three -way valves. Three -way valves for mixing operation with two inlets and one outlet, all openings the same size. b. Bronze body, screwed ends, for sizes 2 -inch and smaller. Iron body, flanged ends, for sizes 2 1/2 -inch and larger. Equal percentage brass plug, stainless steel stern, composition disc. • c. Actuator: Electric. F. Steam traps: 1. Manufacturers: Sarco, American Air Filters (Illinois), Armstrong Machine Works, Hoffman Specialty Mfg. Corp., or approved. HGI Project No. 12395.00 15120 -3 Page 288 Page 289 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 G. H. 2. Submit a trap schedule identifying type, location, capacity, pressure differential, and maximum equipment condensing rate. 3. Trap design pressure: Not Tess than steam system supply pressure. Traps serving only piping: 3/4 inch size unless otherwise shown on the Drawings. Traps serving equipment: Sized for three times maximum equipment condensing rate. Provide multiple traps when required capacity exceeds that of a single trap. 4. Float and thermostatic traps: Ductile -iron or semi -steel body and removable cover and stainless steel float, air vent, head and seat, and valve mechanism. 5. Inverted bucket traps: Cast -steel body and removable cover and stainless steel bucket, seat, head, and valve mechanism. Integral stainless steel strainer. 6. Thermodynamic traps: All stainless steel, hardened stainless steel disc, freezeproof construction. 7. Thermostatic traps used as air vents: 3/4 inch size, balanced pressure type with cast -steel or stainless steel body, phosphor bronze bellows and stainless steel valve head and seat. Stearn siphon: Use 1/2 -inch Schedule 40, 316 stainless steel pipe with NPT threaded ends. 2. J. W. Moon part No. 5400, or approved. Blowdown separator package:. 1. Size as scheduled on the Drawings. Shell: ASTM A 53. Heads: ASTM A 285. Construct unit in accordance with ASME Boiler and Pressure Vessel Code Section VIII Division 1, UM stamped, 250 psig design pressure at 450 F. Provide bottom cleanout threaded connection to facilitate routine cleaning of the unit. Add U stamp as required for location of installation. Furnish with angle legs for floor mounting. Tangential inlet: To impinge on an ASTM A 240 stainless steel striking plate. Bottom drain to be fitted with stainless steel spiral baffle. Finish: Exterior coat of red oxide primer. 2. Penn Separator Co. Model A, or approved. 3. Automatic drain water temperature controller shall be provided to limit discharge temperature to 140 F. Regulator valve shall be sized for 80 psig water pressure, or if required provide additional pressure reducing valve to limit water pressure to regulator valve. HG I Project No. 12395.00 15120 -4 .... nrm _ AI nowic Vcrifii C•olc THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 I. 4. Penn Separator Co. Model 18DF, or approved. Exhaust Silencer: 1. Size as scheduled on the Drawings. Shell shall be welded carbon steel construction with a 150 Ib. flanged gusseted inlet. Silencer shall include two condensate drains for horizontal and vertical mounting. The silencer shall be diffuser type with Internal perforated plates and fiberglass packing. The exterior shall be coated with a high heat aluminum paint. 2. Penn Separator Co. Model SP, or approved. 2.03 FUEL GAS SPECIALTIES A. Pressure regulators: B. C. 1. Cast -iron body, spring- loaded diaphragm operator. Size for flow and pressure shown on the Drawings. Rockwell, or approved. Strainers: 1. For 2 inches and smaller: 600 -Ib, cast- carbon steel, socket weld ends, Y- pattern, stainless steel screen with 0.045 -inch perforations. Armstrong BISC, or approved. 2. For 2 -1/2 inches and larger: 250-lb cast -iron body, flanged ends, flat - faced, Y- pattern, bolted cap with drain tapping, stainless steel screen with 0.045 -inch perforations. Armstrong AIFL or approved. Pressure gages: 1. Ashcroft, Series 1189A, or approved. 2. Dial face, 4 -1/2 inch. 3. 1/4 -inch NPT bottom connection with cast aluminum case, mounting flange, threaded aluminum ring, brass bellows, and stainless steel movement. 4. Range: Manufacturer's standard, 0 to 125% to 200% of maximum operating pressure listed, or as shown. 5. Accuracy ± 1% of full -scale range. 6. Identify units of measurement (i.e. pounds per square inch) with factory applied inscription on the faceplate of each gage. HGI Project No. 12395.00 15120 -5 Page 290 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 16, 2010 D. Seismic shut off valve: 1. Earthquake sensitive natural gas shut -off valve. Spring assisted swing check valve type with an acceleration sensitive triggering mechanism. Valve shall include a permanently mounted level indicator, visual status window and field resettable. 2. Pacific Seismic Products: 4" Model 316F, or approved. 2.04 PIPING SPECIALTIES A. B. C. Air vents: 1. Manual type: Short vertical sections of 2 -inch diameter pipe to form air chamber, with 1/8 -inch brass needle valve at top of chamber, 2 -inch long nipple on valve outlet. 2. Automatic type: Float - operated, 150 psig working pressure; 1/2 -inch Armstrong 1 -AV with test lock, Grinnell, APCO, Sarco, or approved. 3. Automatic type, high - capacity: 150 -pound cast iron body, brass and stainless trim. Gaskets and seals suitable for 250 °F. Float- actuated nonmodulating unit, tight shutoff on pressure and vacuum, pilot operated at low pressure, diaphragm operated at high pressure. Bell & Gossett Model 107, or approved. Strainer: 1. Size 2 inches and under: Screwed brass or iron body for 175 psig working pressure, Y pattern with .45 -inch stainless steel perforated screen. Grooved end system is acceptable. 2. Size 2 -1/2 inches and above: 125 -pound flanged iron or semisteel body, 175 psig WOG working pressure, Y- pattern, .45 -inch stainless perforated screen. Grooved end system is acceptable. Flow control: 1. Construction: a. 1/2 inch through 2 -1/2 inches: Grey iron, brass, or bronze body with female threaded ends, temperature and pressure test plug on inlet and outlet, and replaceable components for repair. b. 3 inches through 24 inches: Grey or ductile -iron body wafer type construction for installation between two 125 -pound cast -iron or 150 -pound steel flanges. HGI Project No. 12395.00 15120 -6 Page 291 o.,..,,.+e.+ «., e. .,f 1/1/n in,• Fnr imam. r.nnditinns Aoreement see www.bxwa.com - Always Verifv Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 D. E. 2. Calibration: Factory set to control flow within 5% of rating shown on Drawings, over operating pressure range of 10 times minimum pressure required for control. Minimum pressure: 3.5 psig. 3. Control mechanism: Stainless steel or nickel - plated brass piston or regulator cup, operating against stainless steel spring. 4. Use Griswold Controls, Class 150 or approved. Circuit setters: 1. Ball, plug or globe style valves with readout ports, same size as connecting piping: a. 2 -inch and smaller: ITT Bell and Gossett CB series, or approved. b. 2 -1/2 inch and larger: ITT Bell and Gossett Circuit Sensor Flowmeter Type A, Wheatley, or approved. 2. Materials and connections: a. 3/4 -inch and smaller: 200 -pound bronze body/brass trim, filled TFE seat rings, sweat connections. b. 2 -inch and smaller: 300 -pound bronze body/brass trim, filled TFE seat rings, screwed connections. c. 2 -1/2 inch and larger: 150 -pound cast iron wafer -type flow meter with brass readout valves for installation between 150 Ib. flanges. Provide balancing cock up stream of flow meter. 3. Calibrate, with provisions for connecting a portable differential pressure meter (readout kit). Provide built -in check valves on meter connections. 4. Provide integral pointer to indicate degree of valve opening. Provide internal seals to prevent leakage around rotating element. 5. Provide calibrated chart of flow versus pressure for each valve. Flexible hose connections: 1. Corrugated single braid metal hose, bronze or stainless steel construction. Flexonics, Anaconda, BOA, or approved. 2. 150 psig working pressure at 450 °F. 3. 2 -inch and smaller: Threaded female ends. [bronze - Flexonics Series 301] [stainless steel - Flexonics Series 401 M]. HGI Project No. 12395.00 15120 -7 Page 292 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 F. G. H. 4. 2 -1/2 inch and larger: 150 -pound flanged. Stainless steel Flexonics Series 401M. Triple duty valve: 1. Bell and Gossett Model 3DS, Victaulic, or approved. 2. Combination nonslam check valve with spring - loaded vertical lift check, balance valve with calibrated adjustment, and shut -off valve with indicator for balance -point memory; repackable under full -line pressure. 3. 175 psig working pressure at 300 °F. For operating temperatures less than 230 F grooved end system is acceptable. 4. 2 -inch and smaller: Threaded female ends. 2 -1/2 inch and larger: 125 - pound flanged ends. Air separator: 1. Flanged tangential inlet and outlet connections and internal perforated stainless steel air collector tube designed to direct release air into the high- capacity air vent (AV). Provide removable galvanized steel strainer with 3/16 -inch diameter perforations and a free area of not less than five times the cross - sectional area of the connecting pipe. Construct in accordance with ASME Boiler and Pressure Vessel Code and stamped 125 psig design pressure. Provide blowdown connection to facilitate routine cleaning of the unit. Size as scheduled on the Drawings. 2. Manufacturer: Bell & Gossett, or approved. Compression /Expansion tank: 1. Construct tank in accordance with ASME for a working pressure of 125 psi, stamped with the U symbol and supplied with National Board Form U- 1. Tank capacity as scheduled on the Drawings. 2. Tank shell: Carbon steel with an integral butyl rubber diaphragm. Provide 1 inch NPT connections and 0.302 inch - 32 charging valve connection (standard tire valve). 3. Manufacturer: Watts Regulator, or approved. Suction diffusers: 1. Mueller Model 1011, PACO, Bell and Gossett, Victaulic, or approved. 2. Cast -iron, ASTM A126, Grade B, construction rated for 175 psig WOG with swing -away cover for access to strainer elements and provisions for HGI Project No. 12395.00 15120 -8 Page 293 Cvn M.nnn of 1A /A Inn Fnr iiv. nq (:nnflitlnnS Anreement see www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 J. gage taps, drain, and pipe support. Provide elastomer 0-ring cover seal for 220 °F maximum water temperature. Furnish unit with straightening vanes oriented at 90 degrees to diffuser inlet, primary strainer element of Type 304 stainless steel with 5/32 inch diameter perforations and start-up strainer of 20 mesh stainless steel. Primary strainer is to have a free area of at least five times the cross sectional area of the pump suction opening. 3. Differential pressure Toss through diffuser is not to exceed 1. psid at pump design flow rate. Diffuser outlet flange size to match pump suction flange. Boiler Water chemical treatment: 1. General: a. Provide an automatic treatment system for the addition of required chemical treatment. NALCO Chemical Company is Boeing's water treatment contractor. Obtain the services of NALCO to oversee the installation of water treatment equipment. Refer to Section 15070 for NALCO and Contractor responsibilities. b. System to include a conductivity probe element, blowdown and chemical feed controller, chemical solution tanks, and chemical feed pump(s). c. Water: Typical of that found in city water distribution system. 2. System operation: a. Boiler surface water conductivity and blowdown shall be controlled by an intermittent blowdown conductivity sampling control system. The controller shall be programmable to control the method and duration of conductivity sampling, blowdown duration and chemical feed rate. The primary chemical injection shall be set by the controller. Secondary chemical feed shall be by proportion to the primary chemical feed. b. Additional chemical "slug" pumps shall be provided for direct injection of caustic and sulfite for boiler Iayup. . c. Follow NALCO Chemical Company recommendations and directions. 3. Manufacturers: a. Chemicals: NALCO Chemical Company. b. HG1 Project No. 12395.00 Page 294 Equipment: see below 15120 -9 Page 295 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 1512t PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 K. 4. Equipment: a. Solution metering pump: Capacity 0 - 2 ❑ gph at a discharge pressure of 100 psi, positive displacement, self - priming diaphragm pump with dial adjustable flow rate, thermoplastic construction, continuous duty fully enclosed electric motor and drive, and built - in relief valve. The pump is to take its suction directly from a chemical carboy. LMI Precision, or approved manufacturer. b. Solution tanks: NALCO Porta -Feed 75- gallon capacity, 304 stainless steel construction with integral secondary containment. pump mounting plate, level indictor, fill and discharge connections. c. Conductivity Probe: Temperature compensated conductivity probe. Walchem Series WCM400 condensate monitor. d. Boiler Controller: Programmable intermittent conductivity monitor, blow down controller and chemical feed controller. Walchem Series WBL Boiler Controller. e. Chemical injection nozzle: Designed to project beyond the inner wall of the system piping and tanks to provide uniform dispersion of chemical treatment into the feedwater system. Construct of 304 stainless steel with 1/2-inch NPT connection points. Include stainless steel ball check inside base and field installed shut -off valve. Manufacturer: NALCO Nalquill Injector, or approved. f. Sample Cooler: Counter flow sample cooler constructed of seamless 316SS inner tubing rated at 5000 psi at 800 F with welded 316SS outer shell rated to 250 psi at 125 F. One (1) sq ft heat exchange area. Manufacturer: NALCO, or approved. Blowdown Flow Control Valve: 34" Globe type metering valve with micometer dial and pointer. Rating 150 psi at 358 F. Manufacturer: Walchem Model 190831, or approved. h. Blowdown Valve: Quick opening motorized 34" ball valve. Rated to 250 psi at 400 F. Manufacturer: Walchem Model 102449, or approved. 9• Water Softener: 1. General a. Provide an automatic water softener system for the boiler make- up water supply. HGI Project No. 12395.00 15120 -10 _Z ...�,..e r-.,n�ir�nnc Anreement see www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 b. System shall include programmable controller, duplex softener vessels, brine tank and control valves. Control system shall be capable of progressively adding or deleting on line tanks based on flow rate, and automatic regeneration based on water hardness. c. Water: Typical of that found in city water distribution system. 2. Manufacturer: Culligan Model WS -060 HI Flo 22 Duplex Softener, or approved. 2.05 PLUMBING SPECIALTIES A. Floor drains: 1. Josam, Wade, J.R.Smith, or equal. 2. Floor drain: ANSI A112.21.1; cast -iron two -piece body with double drainage flange, weep holes, reversible clamping collar, and round, adjustable nickle- bronze strainer; Josam Model 30000 -A. 3. Funnel floor drain: Same as above, except with strainer and oval funnel; Josam Model 30000.E3. B. Roof drains: 1. Josam, Wade, J.R. Smith, or approved. 2. Cast -iron roof drain and dome with under deck clamp and 1 to 6 inch cast -iron adjustable collar and sealing gasket; Josam Model 21000 series or Josam Model 21500 -IRMA. C. Cleanouts: 1. Josam, Wade, J. R. Smith, or approved. 2. Floor cleanouts, finished areas: Josam Series 58360 cast iron ferrule with threaded bronze plug, and round Nikaloy top. 3. Floor cleanouts, unfinished areas: Josam Series 58360 cast iron ferrule with threaded bronze plug, and satin finish bronze top. 4. Wall cleanout: Josam Series 58890 threaded bronze plug with stainless steel cover. D. Backflow preventers: 1. Febco, Watts Series 909 or approved. HGI Project No. 12395.00 15120 -11 Page 296 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 2. Reduced pressure backflow preventers: ANSUASSE 1013; bronze body (3" and under) /epoxy coated cast iron (over 3 ") and stainless steel trim, replaceable bronze valve seats, two spring - loaded check valves; differential pressure relief valve located between check valves; third check valve that opens under back pressure in case of diaphragm failure; vent outlet; assembled with two gate valves, strainer, and four test cocks. E. Water hammer arresters: 1. Wade Shokstop, Josam, or approved. 2. ANSI A112.26.1; sized in accordance with PDI -WH -201, precharged suitable for operation in temperature range - 100° to 300 °F and maximum 250 psig working pressure; Wade Model W -5, W -10 or W -20. 3. Sze of water hammer arresters indicated on the Drawings by symbol A, B, and so forth, are in accordance PDI -WH 201. F. Trap primer valves: 1. Zurn, Precision Plumbing Products, Inc., or approved. 2. Electronic trap primer to prime traps every 24 hours. Features shall include: electronic timer, solenoid valve, vacuum breaker, manual override, calibrated manifold for equal water distribution, inlet shut -off valve, copper piping, cabinet mounted complete with cover panel. G. H. Wall hydrants: 1. Josam, J. R. Smith, Wade, or Zum. 2. WH-2: Exterior wall hydrant, anti -back flow, non - freeze, anti - siphon, vandal proof type, cast bronze box type with satin Nikaloy scoriated hinged latching cover, 3/4 -inch HPT outlet, bronze casing and operating parts, 3/4 -inch NPT inlet, loose key handle. Josam Model 71150, or approved. Hose bibs: 1. Chicago, Watts, or approved. 2. • Interior type for unfinished area, rough brass, short pattern, with No. 293- 6 tee handle, 3/4 -inch inlet and 3 /4inch HPT outlet. Chicago Model No. 7T, or approved. 3. Interior type for finished area, chrome plate, short pattern, with No. 369 handle, 3/4 -inch inlet and 3 /4-inch HPT outlet. Chicago Model 7, or approved. HGl Project No. 12395.00 15120 -12 Page 297 n__..: _�...d a., o..:�a..... �.... �..,........F uie in.. Gn. ue.no C"nnrlifinne Anrppmant ersa www hxwa nom - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 4. Interior type where required to have a vacuum breaker: vacuum breaker type, 3/4 -inch HPT outlet, 1/2 -inch I.P.S. female inlet with No. 293 -6 removable tee handle, and polished chrome finish. Chicago Model No. 952, or approved. 5. Exterior type, non - freeze, automatic draining, 314-inch male NPT inlet, 3/4 -inch HPT outlet with backflow preventer. Watts Model FHV -1, or approved. 2.06 GENERAL A. B. C. Pressure gages: 1. Ashcroft, Series 1010A, or approved. 2. Dial face, 4-1/2-inch. 3. 1/2-inch NPT bottom connection with cast aluminum case, mounting flange, cast metal friction ring, phosphor- bronze bourdon tube, and stainless steel movement. 4. Range: Manufacturer's standard, 0 to 125% to 200% of maximum operating pressure listed, or as shown. 5. Accuracy: + 1% of full -scale range. 6. Identify units of measurements (i.e. pounds per square inch) with factory applied inscription on the faceplate of each gage. Strainers: 1. Black iron piping: 125-lb cast -iron or semi - steel, Y -type, threaded or flanged ends, 0.045 -inch perforated stainless steel screen. 2. Copper piping: 150-lb cast bronze, Y -type threaded ends, 0.045 -inch perforated stainless steel screen. Thermometers: 1. Pipe thermometers: American, Ashcroft, Palmer, Trerice, Weksler, or approved. 2. Separable socket construction, red - reading fluid, mercury not allowed, 9- inch scale length or bimetallic, 5 -inch diameter, dial type; adjustable angle. 3. Scale: Manufacturer's standard, to bracket operating temperature specified. Use smallest range that meets the requirement. HGI Project No. 12395.00 15120 -13 Page 298 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 D. 4. Accuracy: + 1% of full -scale range. 5. Provide separate thermo -well for each thermometer. Pressure reducing valves: 1. 300 psig at 175 °F, flow and discharge pressure as shown on the Drawings, adjustment knob, discharge pressure gage. Select spring range to suit discharge pressure. Wilkerson models R26, R30, R40 or approved. PART 3 - EXECUTION 3.01 INSTALLATION A. Install specialties within 6 feet above floor or work platform level. Install in a location accessible for inspection, maintenance or removal. Install with gages, dials, position indicators, and so forth easily visible from normal operator position. Follow manufacturer's instructions. 3.02 PRESSURE REDUCING VALVES A. Follow manufacturer's instructions. Verify proper spring is installed. Set discharge pressure to specified pressure. Verify correct operation. 3.03 STEAM SAFETY VALVES A. Follow manufacturer's instructions and code requirements. Verify factory setting. Operate with hand lever. 3.04 DRIP PAN ELBOWS A. Install with pan level. Pipe drain to trench drain. 3.05 STRAINERS A. Provide blowdown valve and hose connection. Disassemble and clean after final test and flush. 3.06 STEAM TRAPS A. Install where easily accessible for maintenance. Bucket traps: Verify proper orifices are installed. 3.07 THERMOMETERS A. install with stem and well upright. NG) Project No. 12395.00 15120 -14 Page 299 • 111lA i ...e..m.,e rnnAifinne Ar1rPPI7lartt aPa WWW by COM - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 3.08 BLOWDOWN SEPARATOR A. Floor mount. Vent piping through roof. Drain to sanitary sewer. Provide cooling water supply. 3.09 VALVES A. See Section 15100. 3.10 PRESSURE REGULATORS A. Install in accordance with manufacturer's instructions. Verify proper spring is installed. Pipe regulator vents to outside of building. Set discharge pressure to specified pressure. Verify correct operation. 3.11 AIR FILTERS A. Install clean cartridge after testing and flushing system. Pipe drains from . automatic drains to sanitary drain. 3.12 DRAIN TRAPS A. Pipe drains to sanitary drain. 3.13 VALVES A. Use ball valves for shut -off and isolation. 3.14 PRESSURE GAGES A. Install in upright position with 1/2 -inch isolation ball valve. B. Oxygen service: Clean gages oil free. 3.15 AIR VENTS A. Install at high points of installed piping. Manual air vents: Control discharge of water when venting lines to avoid damage to installed work. Pipe automatic air vents outlet to sanitary drain. 3.16 FLOW CONTROLS A. Install according to manufacturer's instructions, verify factory setting. 3.17 CIRCUIT SETTERS A. Install according to manufacturer's instructions. Set at specified flow rates. install with factory fabricated removable insulation. HGI Project No. 12395.00 15120 -15 Page 300 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 3.18 TRIPLE DUTY VALVE A. Set at specified flow rates. 3.19 AIR SEPARATOR A. Support independent of piping. Provide hose connection on blowdown. Remove and clean system strainer after 24 hours operation and after 30 days operation. 3.20 COMPRESSION TANK A. Support independent of piping. 3.21 SUCTION DIFFUSERS A. Install at pump suction of base mounted pumps in accordance with manufacturer's instructions. Provide support stand braced to floor. B. Remove start-up strainer screen after final testing, flushing, and start-up has been completed. 3.22 WATER TREATMENT SYSTEM A. Installation: In accordance with NALCO Chemical Company and manufacturer's instructions. B. Preparation and cleaning: In accordance with NALCO Chemical Company instructions and Section 15070. C. Initial start -up and operation: In accordance with NALCO Chemical Company and manufacturer's instructions. 323 WATER SOFTENER SYSTEM A. Installation: In accordance with manufacturer's instructions. B. Preparation and cleaning: In accordance with manufacturer's instructions and Section 15070. C. Initial start-up and operation: In accordance with manufacturer's instructions. 3.24 FLOOR DRAINS A. Install at required invert elevations. B. Level and align to ensure low -point drainage. HGI Project No. 12395.00 15120 -16 Page 301 ..4 tnin i.. C... .amino fnnrlitinnc ArirpPmpnt SAP. % M/ hxwa COM - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 3.25 ROOF DRAINS A. Set at low points of roof as shown on the Architectural Drawings. 3.26 CLEANOUTS A. Extend cleanouts to finished floor or wall surface. B. Lubricate threaded cleanout plugs with a mixture of graphite and linseed oil. C. Locate cleanout to provide clearance for rodding of drainage system. D. Encase exterior cleanouts in concrete flush with grade. 3.27 BACKFLOW PREVENTERS A. Reduced pressure backflow preventers: 1. Install with adequate maintenance access from floor or platform to perform routine checkout procedures. 2. Provide support independent of the piping system for sizes 3 inches and larger. 3. Provide 12 inches minimum clearance from bottom of unit and floor or platform. 3.28 WATER HAMMER ARRESTERS A. Install with isolation valve on riser. 3.29 TRAP PRIMER VALVES A. Install a minimum of 12 inches above the traps serviced. 3.30 INSTRUMENT AND PIPING SPECIALTY CONNECTIONS: A. Install pressure sensing device connections, temperature sensing device thermowells and similar piping specialty connections with full size fitting, welded saddles, reducer fitting, or welding coupling. Drilling and tapping of pipe wall for connections is prohibited. B. Provide instrument connections except thermowells with specified isolating valves at the point of connection to the system. Provide pigtails for steam pressure gauges. C. Locate instrument connections per Manufacturer's instructions for accurate read- out of function sensed. Locate instruments for easy reading from normal HGI Project No. 12395.00 15120 -17 Page 302 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15120 PIPING AND PLUMBING SPECIALTIES SEPTEMBER 15, 2010 operating levels. Reference drawings for general instrument configuration and location. D. For lines Tess than four (4) inches, installation of thermowells in pipe elbows is preferred. If elbow is not available, provide four (4) inch pipe section for installation of thermowell. END OF SECTION HGI Project No. 12395.00 15120-18 Page 303 �.._� .. .,i %A/A In. G•■ IICano r.nnrlitinns Aareement see www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15140 PIPE SUPPORTS, ANCHORS AND SLEEVES SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 1.02 1.03 1.04 SCOPE OF WORK A. Support piping systems as specified in this Section. RELATED WORK A. Section 15060 - General Piping Requirements. COORDINATION A. Coordinate location of utility runs and supports and anchors between trades. Utilize details and dimensions shown on Drawings. Where field conditions prohibit, ask for direction from the Boeing Construction Manager. SUBMITTALS A. B. Product data. Manufacturer's installation instructions. PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Pipe hangers shall be either the fabricated type or commercially manufactured by Grinnell, Fee & Mason, B -Line, or approved equal. B. Grinnell products are the basis for design and specification. Figure numbers listed are Grinnell. Comparable products of other listed manufacturers may be provided, subject to acceptance of submittals. C. All hangers should be from one manufacturer. D. Standard pipe hanger components shall be manufactured in accordance with ANSI/MSS SP -58. 2.02 HANGERS A. Hangers for cold pipe sizes 3/4 to 1 -1/2 inch: Malleable iron or carbon steel, adjustable swivel, split ring, Figure 104. B. Hangers for cold pipe 2 -inch pipe size and over: Carbon steel, adjustable, clevis, Figure 260. C. Hangers for hot pipe up to 2"pipe size:Carbon steel, adjustable, clevis, Figure 260. Hangers for hot pipe sizes 2 -1 /2 inches and over: Adjustable steel yoke, cast -iron roll, Figure 181. HGI Project No. 12395.00 1514.0-1 Page 304 Section 15140 Pipe Supports, Anchors and Sleeves Page 305 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15140 PIPE SUPPORTS, ANCHORS AND SLEEVES SEPTEMBER 15, 2010 D. Multiple or trapeze hangers: Steel channels with welded spacers and hanger rods; cast -iron roll and stand for hot pipe sizes 6 inches and over, Figure 271. E. Hangers not specified: Per MSS SP -69. Alternative hanger systems: As allowed in MSS SP -69 for the service conditions of the piping system. Provide beam clamps with seismic restraints. F. Steel hanger rods: Threaded ends or continuously threaded. 2.03 SUPPORTS A. Wall support for pipe sizes to 3 inches: One hole clamp, Figure 126, or formed steel channel with steel pipe strap. B. Wall support for pipe sizes 4 inches and over: Welded steel bracket, Figures 194, 195, 199, and carbon steel adjustable clevis, Figure 260. Adjustable steel yoke and cast -iron roll, Figure 181, for hot pipe sizes 6 inches and over. C. Vertical support: Steel riser clamp, Figure 261. D. Floor support for hot pipe sizes to 4 inches and all cold pipe sizes: Cast -iron adjustable pipe saddle, Figure 264, Iocknut nipple, floor flange, and concrete pier or steel support. E. Formed steel channels for pipe supports, duct supports, and miscellaneous steel framing shall be 1-3/8 x 1-5/8 inch minimum cross - section size, 14 -gage minimum thickness; manufactured by Unistrut, Powerstrut, Storack, Fee & Mason, Elce, or approved. F. Steel framing shall be constructed of standard structural steel shapes to AISC dimensions or Schedule 40 ASTM A 53 or A 135 steel pipe. 2.04 NON - FERROUS METALS A. Copper pipe support: Carbon steel ring, adjustable, copper plated, Figure CT -69. B. Copper pipe riser support: Carbon steel riser clamp, copper plated, Figure CT- 121. C. Joints of Dissimilar Metals: Connections between piping systems, hangers and equipment of dissimilar metals shall be insulated, using dielectric insulating material. Also, insulate nonferrous piping against direct contact with the building steel by insulating the contact point of the hanger and pipe or the hanger and building steel. Test each point of contact with the dielectric insulation with an ohmmeter to insure proper isolation of dissimilar materials. Minimum reading: 10K ohm. HGI Project No. 12395.00 15140 -2 - w r.,ndirinnc AnrPPmPnt SAP ~AN bXwa.com • Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15140 PIPE SUPPORTS, ANCHORS AND SLEEVES SEPTEMBER 15, 2010 2.05 INSULATION SADDLES AND INSERTS A. Shield and insert for insulated piping 2 inches and smaller: Factory fabricated split type insert with 360 degree overlapping galvanized steel jacket and calcium silicate insert; Pipe Shields Inc (a division of Piping Technology and Products). B. Shield and insert for insulated water piping 2 -1/2 inches and larger: Factory fabricated split type insert with 360 degree overlapping galvanized steel jacket and calcium silicate insert; Pipe Shields Inc (a division of Piping Technology and Products). C. Shields for insulated piping 2 -1/2 inches and larger, other than water: Fabricated protective saddles, same as insulation, figures 160, 161, 162, 163, 164, 165. 2.06 CONCRETE ANCHORS A. Cox Construction Co. Molly Parabolt, McCullough Kwik -Bolt, or approved. 2.07 CONCRETE INSERTS A. Malleable iron case or galvanized steel, shell and expander plug for threaded connection with lateral adjustment, top slot for reinforcing rods, Tugs for attaching to forms; size inserts to suit threaded hanger rods, Grinnell Figure 282, formed steel channel concrete inserts rod attachment nuts, or approved. 2.08 ATTACHMENTS TO STRUCTURE 2.09 A. Attachment supports and hanger rods to steel structural members with steel and malleable iron manufactured clamp type attachments with a seismic restraint similar to Grinnell Figure 87, 218, 225, or approved. B. Loads imposed on attachments shall not exceed the maximum recommended by the manufacturer. SLEEVES A. Unless specified otherwise in the architectural or structural Specifications or Drawings, pipe sleeves shall be as specified in this Section. B. Sleeves for pipes through non - fire -rated floors, beams, walls and footings shall be fabricated of schedule 40 galvanized steel pipe. C. Sleeves for pipes through non - fire -rated interior partitions may be formed of 18 gauge galvanized steel. D. Non - fire -rated sleeves shall be sealed with Link -seals as manufactured by Thunderline Corporation, or approved equal. HGI Project No. 12395.00 15140 -3 Page 306 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15140 PIPE SUPPORTS, ANCHORS AND SLEEVES SEPTEMBER 15, 2010 E. Sleeves for pipes through fire -rated and fire - resistive floors and walls shall be prefabricated fire -rated sleeves including seals, UL- listed or as shown on the Drawings. F. Sleeves through concrete shall be manufactured cast iron wall sleeves with integrally cast water stop. G. Sleeves beneath foundations, footings, grade beams shall be of standard weight corrugated steel, bituminous coated inside and outside, with tight- fitting bituminous coated plate at each end. 2.10 FABRICATION A. Size sleeves large enough to allow for movement due to expansion and contraction. Size to allow pipe insulation to continue through the sleeve. B. Design hangers for installation without disengagement of supported pipe. 2.11 ESCUTCHEON PLATES A. B. C. Finished Spaces: Chrome plated, spring -clip type at ceilings, Beaton & Corbin No. 1 or No. 10, or approved. Projecting Floor Sleeves: Box type. Unfinished Areas: Nickel- plated steel. 2.12 SUPPORTS FOR SPECIALTY ITEMS A. Provide hangers and supports same as specified for piping for specialty items such as tanks, dryers, and separators requiring support separate from the piping system. PART 3 - EXECUTION 3.01 INSERTS A. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. B. C. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches. Where concrete slabs form finished ceiling, provide inserts to be flush with slab surface. HGI Project No. 12395.00 15140 -4 Page 307 t tale I.,.. G.,. ue�nc (:nnrlitinnc AnrPPmP.rnt RAP. www bxwa com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15140 PIPE SUPPORTS, ANCHORS AND SLEEVES SEPTEMBER 15, 2010 D. Where inserts are omitted, drill through concrete slab from below and provide through -bolt with recessed square steel plate and nut recessed into and grouted flush with slab. Verify with Plant Structural Engineer prior to drilling. 3.02 CONCRETE ANCHORS A. B. 3.03 A. B. C. D. E. F. Use concrete anchors as follows: 1. Where necessary to hang piping or equipment from existing concrete slabs or walls. 2. For fastening attachments supporting Tess than 400 pounds to new concrete: In general provide imbeds of structural steel or formed steel channels for attachment to new concrete. Install anchors in accordance with manufacturer's instructions. Do not exceed rated Toad. Use a minimum of two bolts to attach each item. SUPPORT AND FLEXIBILITY Install piping with adequate provision for expansion and contraction, without over - stressing pipe, joints, or connected equipment. Seismically support piping per Section 15146. Allow for pipe expansion by means of natural flexibility of piping and by expansion loops where shown on the Drawings. Piping shall be installed without springing or forcing the pipe in a manner which would set up stresses in the pipe, valve, or connected equipment. Install piping with sufficient flexibility to avoid the use of expansion joints or couplings except where shown on the Drawings. Use of additional expansion joints or couplings is discouraged and shall be approved by the Boeing Construction Manager prior to pipe fabrication. Connect piping to equipment only after the equipment has been securely anchored, leveled, and aligned in place. G. Install piping so that no load or movement in excess of that stipulated by equipment manufacturer will be imposed upon equipment connection. HGI Project No. 12395.00 15140 -5 Page 308 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15140 PIPE SUPPORTS, ANCHORS AND SLEEVES SEPTEMBER 15, 2010 3.04 PIPE HANGERS AND SUPPORTS A. Support horizontal piping as follows: B. C. D. E. F. G. H. I . 3.05 Pipe Size Steel Pipe Max. Hanger Spacing Copper Pipe Max. Hanger Rod Hanger Spacing Diameter 1 /2 -inch 3/4- to 1.1/4 -inch 1-1/2-inch 2 -inch 2 -1/2 -inch 3 -inch 4 -inch 5 -inch 6 -Inch 8 -inch 10 -inch 6 feet 7 feet 9 feet 10 feet 11 feet 12 feet 14 feet 16 feet 17 feet 19 feet 22 feet 5 feet 6 feet 8 feet 8 feet 9 feet 10 feet 12 feet 13 feet 14 feel 3/8 -inch 3/8 -Inch 3/8 -Inch 3/8 -inch 1 /2 -inch 1 /2 -inch 5/8 -inch 5/8 -inch 3/4 -inch 7/8 -inch 7/8 -inch Increased spans may be used for vapor service in accordance with MSS SP -69 Place a hanger within 12 inches of each horizontal elbow and concentrated Toads such as flanges, valves, and similar items. For cast iron piping, provide one hanger per pipe section, close to joint on the barrel. Use hangers with 1 -1/2 inch minimum vertical adjustment. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. Support riser piping independently of connected horizontal piping. Locate loads at panel points, intersections of diagonals and bottom chord, of bar joists or use trapeze to distribute Toad to panel points if piping cannot be rerouted. Plastic tubing: Support tubing in racks to avoid sags or pockets. Run parallel to building lines, plumb, level and protected from physical damage. SLEEVES & FLASHING A. Seal openings through walls as detailed on the Drawings or specified herein. HGI Project No. 12395.00 15140 -6 Page 309 rnnrlitinne Anrppmpnt stop www hxwa com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15140 PIPE SUPPORTS, ANCHORS AND SLEEVES SEPTEMBER 15, 2010 3.06 B. Provide and install water tight sleeves and flashing for pipe passing through exterior walls, floors, roofs, foundations and grade beams. C. Provide and install fire -rated sleeves in fire -rated partitions. D. Where indicated by Drawings, use boxed -out openings in foundation walls or grade beams for underground piping passing into an unexcavated building area. E. Where indicated on Drawings, provide and install sleeves under foundations and elsewhere to accommodate routing of piping. F. Install sleeves for underground piping passing through concrete floor slab If the protection and insulation for the underground pipe are continued through the floor. G. Size sleeves to allow minimum 1 inch clearance around outer circumference of non insulated pipe or pipe insulation, if any. H. Cut sleeves flush with interior wall and ceiling surfaces. I. Extend sleeves 1/2 inch through outside walls. J. Extend sleeves 4 inches above finished floors. K. Set sleeves in new concrete walls and floors as wall or floor is constructed. L. Core drill sleeve holes in existing concrete or masonry walls. Core drill concrete as close to pipe O.D. as possible. Caulk sleeves full depth with silicone compound and provide floor plate to anchor. Do not use jackhammer or pavement breaker unless specifically approved by the Boeing Construction Manager. ESCUTCHEONS A. Install escutcheons or appropriate plates on both sides of pipe penetrations through walls, floors, ceilings, and partitions for pipe exposed to view in finished areas. B. Install chrome - plated escutcheons for pipe passing through walls or floors in finished areas. C. Install nickel - plated steel plate for pipe passing through walls or floors in unfinished areas. D. Where insulated piping below 140 °F passes through walls, plates may be omitted if the insulation is finished neatly against the wall to completely conceal the opening. Omit plates where pipe sleeves are specified to project above the floor line. HGI Project No. 12395.00 15140 -7 Page 310 Page 311 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 1514L PIPE SUPPORTS, ANCHORS AND SLEEVES SEPTEMBER 15, 2010 3.07 WELDING A. Welding to building structural members prohibited unless detailed on the Drawings or approved by the Boeing Construction Manager. 3.08 SEISMIC RESTRAINT OF PIPING A. All piping shall be braced for seismic requirements specified in Section 15146. Refer to SMACNA Seismic Restraint Manual: Guidelines for Mechanical Systems for typical restraint guidelines. Selection and sizing of restraints are the responsibility of the Contractor. 3.09 FORMED STEEL CHANNELS A. Attach rod hangers to channels using manufacturer's standard locking type inserted nuts, same manufacturer as channel. B. Do not exceed manufacturer's recommended loading. 3.10 STEEL FRAMING A. supplementary framing n c construction, attached to anchor bs embeddedin the supports; ete or bolted to building structural members. B. Welds shall be continuous. Minimum weld depth or leg of fillet weld shall be equal to thickness of the thinnest member welded. 3.11 INSULATION SADDLES AND INSERTS A. Piping 6 Inches and Larger: Provide saddles between hangers and bottom quadrant of pipe; weld to the pipe. B. All Other Insulated Piping: Provide factory fabricated insulation inserts with 360 degree split metal jacket covering the complete circumference of the pipe. Install inserts prior to installing insulation. END OF SECTION HGI Project No. 12395.00 15140 -8 Anroamant RAF! www.bxwa.com - Always Verity Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15146 SEISMIC BRACING AND RESTRAINTS SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 SECTION INCLUDES A. This Section includes seismic restraints and other earthquake- damage - reduction measures for mechanical components. B. Fire protection systems seismic controls shall be installed in accordance with NFPA 13 Standard for the Installation of Sprinkler Systems. C. Seismic bracing and restraint requirements for small bore steam and condensate piping, and all other piping, are the responsibility of the contractor. D. Pipe routing, anchors, supports and guides depicted on the plans have been designed to control the thermal movement of the steam and condensate systems. Seismic bracing shall not limit the expansion or contraction of the piping. 1.02 RELATED SECTIONS: Section 15010 - Basic Mechanical Materials and Methods Section 15140 - Pipe Supports, Anchors and Sleeves 1.03 REFERENCES ASTM: American Society for Testing and Materials ICC: International Code Council. NFPA 70 (National Fire Protection Association) — National Electrical Code 2010 Washington State Building Code ASCE 7 -05, Minimum Design Loads for Buildings and Other Structures SMACNA 1998 Seismic Restraint Manual: Guidelines for Mechanical Systems. Chapter 4: Detail Drawings of Bracing Chapter 8: Details of Connections to Structural Members Chapter 9: Miscellaneous Connections SMACNA 2000 Addendum No. 1 to Seismic Restraint Manual HGI Project No. 12395.00 15146 -1 Page 312 Section 15146 Seismic Bracina and Restraints Page 313 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15146 SEISMIC BRACING AND RESTRAINTS SEPTEMBER 15, 2010 1.04 QUALITY ASSURANCE 1.05 A. Comply with the 2010 Washington State Building Code Chapter 17, Structural Tests and Special Inspections, unless requirements in this Section are more stringent. B. Professional Engineer Qualifications: A registered, professional engineer who is legally qualified to practice in the State of Washington and who is experienced in providing seismic design engineering services. C. Any welding of attachments to building structure to be performed by WABO certified welders with prior approval of the Engineer. SUBMITTALS A. Product Data: Illustrate and indicate types, styles, materials, strength, fastening provisions, and finish for each type and size of seismic restraint component used. 1. Anchor Bolts, Expansion Anchors, Epoxy Anchored Anchors and Studs: Tabulate types and sizes, complete with report numbers and rated strength in tension and shear as evaluated by the International Code Council Evaluation Services. B. Shop Drawings: For anchorage and bracing not defined by details and charts on Drawings, indicate materials, and show designs and calculations signed and sealed by a professional engineer licensed in the State of Washington. 1. Design Analysis: To support selection and arrangement of seismic restraints. Include calculations of all loads and reactions. 2. Details: Detail fabrication and arrangement. Detail attachment of restraints to both structural and restrained items. Show attachment locations, methods, and spacing, identifying components and listing their strengths. Indicate direction and magnitude of all forces and moments transmitted to the structure during seismic events. 3. Preapproval and Evaluation Documentation: By the ICC, showing maximum ratings of restraints and the basis for approval (tests or calculations). C. Product Certificates: Signed by manufacturers of seismic restraints certifying that products fumished comply with requirements. D. Qualification Data: For firms and persons specified in 1.04, "Quality Assurance" Article. HGI Project No. 12395.00 15146 -2 _ _£ 1AIA I.... C......- ...... I`nn.Jitinne Anroomont coo UAAAA/ hY1Na rnm - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15146 SEISMIC BRACING AND RESTRAINTS SEPTEMBER 15, 2010 1.06 DEFINITIONS A. Seismic Restraint: A fixed device, such as a seismic brace, an anchor bolt or stud, or a fastening assembly, used to prevent vertical or horizontal movement, or both vertical and horizontal movement, of a mechanical system component during an earthquake. B. Mobile Structural Element: A part of the building structure such as a slab, floor structure, roof structure, or wall that may move independent of other mobile structural elements during an earthquake. 1.07 PROJECT CONDITIONS A. This project is subject to the seismic bracing requirements of the 2010 Washington State Building Code, and ASCE 7 -05. The following criteria are applicable to this project. 1. Occupancy Category: Type II. 2. Site Class Definition: D 3. Design Spectral Response Acceleration, SDS = 1.03 4. Design Spectral Response Acceleration, SD1 = 0.53 5. Seismic Design Category (ASCE 7 -05 Section 11.6): D 6. Seismic Importance Factor, 1 =1.0 7. Potable Water Seismic Importance Factor, Ip = 1.0 B. Forces shall be calculated for the above requirements in accordance with ASCE 7 -05, Chapter 13, Seismic Design Requirements for Nonstructural Components. 1.08 COORDINATION A. Coordinate layout and installation of seismic bracing with building structural system and architectural features, and with mechanical, fire - protection, electrical, and other building features in the vicinity. B. Coordinate concrete bases with building structural system. HGI Project No. 12395.00 15146 -3 Page 314 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15146 SEISMIC BRACING AND RESTRAINTS SEPTEMBER 15, 2010 PART 2 - PRODUCTS 2.01 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. B -Line 2. Powerstrut 3. Superstrut 4. Unistrut Erico 5. 6. Approved equal 2.02 MATERIALS A. Use the following materials for restraints: 1. Indoor Dry Locations: Steel, zinc plated. 2. Outdoors and Damp Locations: Galvanized steel. 3. Corrosive Locations: Stainless steel. 2.03 ANCHORAGE AND STRUCTURAL ATTACHMENT COMPONENTS A. Strength: 1. Allowable or Working Stress Design Capacities shall be as approved by the ICC for all designs utilizing an Allowable Stress Method. 2. Ultimate Strength Design Capacities shall be as approved by the ICC for all designs utilizing a Strength Design or Load and Resistance Factor Design Method, per the 2010 Washington State Building Code. B. Concrete and Masonry Anchor Rods: Steel- expansion wedge type or epoxy adhesive type anchors. All anchors to have ICC approval for use resisting seismic loads and use in cracked concrete. C. Concrete Inserts: Steel - channel type. D. Through Bolts: Structural type, hex head, high strength. Comply with ASTM A325. HGI Project No. 12395.00 15146 -4 Page 315 ..41AIA I..r. Cr.. ■e•nn ri.nrlihinne Anroomon$ergo wuwAI hvwa rnm - Always VPrifv Scale. THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15146 SEISMIC BRACING AND RESTRAINTS SEPTEMBER 15, 2010 E. Welding Lugs: Comply with MSS SP -69, Type 57. F. Beam Clamps for Steel Beams and Joists: Double sided or single -sided type with retaining strap or J -hook per manufacturer's recommendation. G. Bushings for Floor- Mounted Equipment Anchors: Neoprene units designed for seismically rated rigid equipment mountings, and matched to the type and size of anchor bolts and studs used. H. Bushing Assemblies for Wall- Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for seismically rated rigid equipment mountings, and matched to the type and size of attachment devices used. 2.04 SEISMIC BRACING COMPONENTS A. Slotted Steel Channel: 1- 5/8- by -1 -5/8 -inch cross section, formed from 0.1046 - inch thick steel, with 9/16- by -7/8 -inch slots at a maximum of 2 inches on center in webs, and flange edges turned toward web. 1. Materials for Channel: ASTM A1011, GR 33. 2. Materials for Fittings and Accessories: ASTM A575, ASTM A576, A635 or ASTM A36. 3. Fittings and Accessories: Products of the same manufacturer as channels and designed for use with that product. 4. Finish: Baked, rust - inhibiting, acrylic - enamel paint applied after cleaning and phosphate treatment, unless otherwise indicated. B. Channel -Type Bracing Assemblies: Slotted steel channel, with adjustable hinged steel brackets and bolts. C. • Cable -Type Bracing Assemblies: Zinc - coated, high - strength steel wire rope cable attached to steel thimbles, brackets, and bolts designed for cable service. 1. Arrange units for attachment to the braced component at one end and to the structure at the other end. 2. Wire Rope Cable: Comply with ASTM A603. D. Hanger Rod Stiffeners: Slotted steel channels with internally bolted connections to hanger rod. E. Pipe struts: Schedule 40, ASTM A53, A106, or A135 steel pipe. F. Snubbers: Mason Industries' Model Z -1011 designed, constructed, tested and rated per Mason Industries' Z -1011 Seismic Snubbing Specification. HGI Project No. 12395.00 15146 -5 Page 316 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15146 SEISMIC BRACING AND RESTRAINTS SEPTEMBER 15, 2010 PART 3 - EXECUTION 3.01 APPLICATION 3.02 A. All equipment, piping, and ductwork shall be attached and restrained to meet the seismic bracing criteria requirements of ASCE Chapter 13, Seismic Design Requirements for Nonstructural Components. INSTALLATION A. Install seismic restraints according to applicable codes and regulations and as approved by authority having jurisdiction, unless more stringent requirements are indicated. B. Install all required equipment anchorage per the equipment supplier's project specific design. 3.03 STRUCTURAL ATTACHMENTS A. Use bolted connections with steel brackets, slotted channel, and slotted - channel fittings to transmit the design loads. B. Attachments to New Concrete: Bolt to channel -type concrete inserts or use expansion or adhesive anchors. C. Attachments to Existing Concrete: Use expansion or adhesive anchors. D. Holes for Anchors in Concrete: Drill at locations and to depths that avoid reinforcing bars. E. Attachments to Steel: Bolt to clamps on flanges of beams and columns, or on upper truss chords of bar joists. F. No welding of attachments to structural steel without prior approval of the Engineer. 3.04 MECHANICAL EQUIPMENT ANCHORAGE A. Anchor rigidly to a single mobile structural element or to a concrete base that is structurally tied to a single mobile structural element. B. All floor- mounted equipment shall be secured to the housekeeping bases with ductile steel anchor bolts, preset in the concrete base. Secure vibration mounts, where required, to the concrete bases such that the equipment is free to vibrate but cannot move from the base. 1. Housekeeping Bases: Provide appropriately sized concrete housekeeping bases for all floor - mounted equipment unless noted otherwise. Size concrete bases so anchors will be a minimum of 10 bolt diameters from HGI Project No. 12395.00 15146 -6 Page 317 n...,.:a..a •... o,.:la...,. c...,M.,......., <%A)n In.. C.., i,aa.,o r..nrlitinna Anroorrmont coo tw,w hywa rnm - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15146 SEISMIC BRACING AND RESTRAINTS SEPTEMBER 15, 2010 the edge of the concrete base. Bases shall be 4" nominal thick concrete with #4 reinforcing bars each way on 12" centers and doweled to floor slab unless noted otherwise. Trowel finish with 1" bevel edge all around unless otherwise noted. 2. Bushings for Floor- Mounted Equipment Anchors: Install to allow for resilient media between anchor bolt or stud and mounting hole in concrete. C. Wall- Mounted Equipment Fastening: Rigidly secure all flush- or surface - mounted equipment to the structure. Use expansion or adhesive type anchors for concrete or masonry construction. 1. Anchor Bolt Bushing Assemblies for Wall- Mounted Equipment: Install to allow for resilient media where equipment or equipment - mounting channels are attached to wall. D. Torque bolts and nuts on studs to values recommended by equipment manufacturer. 1. Torque lugs then mark with red paint such that paint will be visibly disturbed if lugs are disturbed. 3.05 SEISMIC RESTAINT OF PIPING A. General Requirements: (Refer to ASCE 7 for specific requirements.) All piping shall be seismically braced with the following exceptions provided that provisions are made to avoid impact with other piping and components: 1. Piping systems with an importance factor of 1.0 in Seismic Design Categories D, E and F where provided with flexible connections between components and piping; and distribution systems weighing less than 5 Ib/ft. 2. Piping supported by rod hangers 12 inches or Tess from the top of the pipe to the supporting structure. 3. High deformability piping connected with welded or brazed connections in Seismic Design Categories D, E and F where: a. Importance Factor greater than 1.0: 1 inch and less nominal size. b. Importance Factor equal to 1.0: 3 inch and Tess nominal size. HGI Project No. 12395.00 15146 -7 Page 318 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15146 SEISMIC BRACING AND RESTRAINTS SEPTEMBER 15, 2010 B. Bracing Requirements: 1. Transverse bracing shall not exceed 40 feet except where lesser spacing is required to limit anchorage loads. 2. Longitudinal bracing shall not exceed 80 feet except where lesser spacing is required to limit anchorage loads. 3. Fuel and hazardous piping transverse and longitudinal bracing shall not exceed 20 feet and 40 feet respectively. 4. Non - ductile piping and piping with non - ductile connections bracing shall be limited to 20 feet transverse and 40 feet longitudinal spacing or % of the calculated brace spacing. 5. Transverse bracing for one pipe section may also act as longitudinal bracing for the pipe section of the same size connected perpendicular to it, if the bracing is installed within 24 inches of the elbow or tee. 6. Branch lines may not be used to brace main lines. 7. Bracing on trapeze type hangers shall be attached directly to the trapeze hanger assembly and piping shall be secured to the trapeze assembly with pipe straps. 8. Piping shall not be braced to different parts of a structure that may respond differently during an earthquake. 9. Seismic bracing shall not limit the expansion and contraction of the piping system. 10. Provide appropriately sized openings in walls, floors and ceilings for anticipated seismic movement. Provide fire seal systems in fire -rated penetrations. C. Brace sizing: Seismic bracing, attachments, clamps, and other associated components shall be sized based on the forces as determined in ASCE 7 -05, Chapter 13, Seismic Design Requirements for Nonstructural Components. 3.06 SEISMIC BRACING INSTALLATION A. Expansion and Contraction: Install to allow for thermal movement of braced components. B. Cable Braces: Install snug tight unless otherwise recommended by the manufacturer. Do not exceed the maximum cable slack as recommended by the cable manufacturer. HGI Project No. 12395.00 15146 -8 Page 319 • i.... Cr.. i■e•nn Cnnrlitinnc AnrPPmPnt SAP www.bxwa.com - Always Verify Scale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15146 SEISMIC BRACING AND RESTRAINTS SEPTEMBER 15, 2010 C. Attachment to Structure: If specific attachment is not indicated, anchor bracing to the structure at flanges of beams and columns, upper truss chords of bar joists, or at concrete members. D. Refer to referenced SMACNA Seismic Restraint Manual chapters for typical connection details. Selection and sizing of connections are the responsibility of the Contractor. 3.07 ACCOMMODATION OF DIFFERENTIAL SEISMIC MOTION A. Provide flexible connections in piping where they cross expansion and seismic control joints, where adjacent sections or branches are supported by different structural elements, and where they terminate at mechanical equipment anchored to a different mobile structural element from the one supporting them. END OF SECTION HG1 Project No. 12395.00 15146 -9 Dn.." 9•l1 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15190 MECHANICAL IDENTIFICATION SEPTEMBER 15, 2014 PART 1 - GENERAL 1.01 WORK INCLUDED 1.02 A. Identification of mechanical products installed under Division 15. DEFINITIONS A. Color Field: Color used in continuous or intermittent displays on pipes to identify the characteristic hazards of pipe contents. Color fields are used in combination with legends. See Figure 1 for detail. B. Legend: Primary and explicit lettering for identification of piping contents. See Figure 1 for detail. C. Pipe Label: Identification scheme for piping consisting of a legend, color field, and arrows indicating direction of flow for piping contents. See Figure 1 for detail. D. Piping Systems: Pipes of any kind and, in addition, fittings, valves, and pipe coverings. FIGURE 1 PART 2 - PRODUCTS 2.01 MATERIALS A. Color: Unless specified otherwise, conform with ANSI /ASME A13.1. B. Plastic nameplates: Laminated 3 layer plastic with engraved black letters on light contrasting background color. HGI Project No. 12395.00 15190 -1 Page 332 Section 15190 Mechanical Identification THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15190 MECHANICAL IDENTIFICATION SEPTEMBER 15, 2010 C. Metal tags: Brass with stamped letters; tag size minimum 1 1/2 inch diameter with smooth edges. D. Stencils: With clean cut symbols and letters of following size: Outside Diameter of Pipe Length of Color Field Size of Letters 3/4" - 1 1/4" 1 1/2" - 2" 2 1/2" - 6" 8" - 10" Over 10° Ductwork and equipment 8" 8" 12" 24" 32" 1/2" 3/4" 1 1/4" 2 1/2" 3112" 21 /2" E. Stencil paint: In accordance with section 09900, semi gloss enamel. F. Plastic pipe markers: Factory fabricated, flexible, semi -rigid plastic, preformed to fit around pipe or pipe covering; minimum information indicating flow direction arrow and fluid being conveyed. G. Plastic tape pipe markers: Flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. H. Underground plastic pipe markers: Bright colored continuously printed plastic ribbon tape of not Tess than 6 inch wide by 4 mil thick, manufactured for direct burial service. PART 3 - EXECUTION 3.01 PREPARATION A. Degrease and clean surfaces to receive adhesive for identification materials. B. Prepare surfaces in accordance with section 09900 for stencil painting. 3.02 INSTALLATION A. Plastic nameplates: Install with corrosive resistant mechanical fasteners, or adhesive. B. Metal tags: Install with corrosive resistant chain. C. Stencil painting: Apply in accordance with section 09900. D. Plastic pipe markers: Install in accordance with manufacturer's instructions. E. Plastic tape pipe markers: Install complete around pipe in accordance with manufacturer's instructions. HGI Project No. 12395.00 15190 -2 Page 333 1A 1A 1.... ..e f`nn.J.+.n■e n run MOM. C.C. .wn"AA. FeNAJa r:nm - Alwavc \ /Prifv Srala THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15190 MECHANICAL IDENTIFICATION SEPTEMBER 15, 2010 F. Controls: Identify control panels and major control components outside panels with plastic nameplates. G. Valves: Identify valves in main and branch piping with tags. H. Piping: identify piping with plastic pipe markers or stenciled painting. Plastic tape pipe markers may be used on air pipe inside floor chases. Tags may be used on small diameter piping. Identify service and flow direction. Install in clear view and align with axis of piping. Locate identification not to exceed 20 feet on straight runs including risers and drops, adjacent to each valve and tee, at each side of penetration of structure or enclosure, and at each obstruction. I. Where piping conveying hazardous gases, high pressure air or other dangerous materials is concealed in serving outlets, as in a laboratory utility panel, test bench, etc., the outlet must be defined with the name of the material and the maximum pressure in 1/2 inch letters stamped or engraved on fixed plastic or metal plates with colors and legends. J. In boiler and compressor plants all of the requirements noted in preceding sections of this specification shall apply except that the entire length of the piping shall be painted with the color specified for the color field of the label. Note that this is in addition to the labeling requirements. K. In double containment systems the exact location of leak detection sensors shall be clearly indicated at the monitoring panel and shown on piping drawings. L. Oxygen piping in all areas shall be painted safety green, full length, in addition to the standard legend and color field. 3.03 UNDERGROUND PIPING A. Identify underground piping with surface located markers as shown in Figure 2 at end of section. B. Locate markers maximum intervals of 150 feet, at all changes of direction, within 5 feet of walls, at manholes and valve boxes, and adjacent to roads. C. Indicate service, pipe size, direction of flow, pipe material and pipe depth. D. Markers are not required for irrigation sprinkler piping or under -floor piping In office areas. 3.04 PIPE LABELING SCHEDULE A. Materials of Inherently Low Hazard; Liquid or Liquid Admixture: Description Legend Color Color Field Chilled Water White Green HGI Project No. 12395.00 15190 -3 Pace 334 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15190 MECHANICAL IDENTIFICATION SEPTEMBER 15, 2010 B. C. Description Legend Color Color Field Cooling Tower Water De- Ionized Water Distilled Water Domestic Cold Water Domestic Hot Water Process Water Process Sewer Sanitary Sewer Storm Sewer Solvent (Detergent Based) White White White White White White White White White White Green Green Green Green Green Green Green Green Green Green Materials of Inherently Low Hazard; Gas or Gaseous Admixture: Description Legend Color Color Field Breathing Air Compressed Air (0 to 120 PSIG) Non -toxic Process Gas Instrument Air Vacuum (hard) Vent (Sanitary or Storm Sewer) White White White White White White Blue Blue Blue Blue Blue Blue Materials Inherently Hazardous; Flammable or Explosive. Description Legend Color Color Field Oxygen Gas FL 1 Flammable Gas Flammable or Combustible Liquid Lubrication 011 Fuel Oil FL 1 Fuel Oil Vent Natural Gas Solvent (Organic) Black Black Black Black Black Black Black Black FL 1 See Section 501.4.2 tor additional requirements HGI Project No. 12395.00 15190 -4 Yellow Yellow Yellow Yellow Yellow Yellow Yellow Yellow :a:___ a _.__.y...a ___ .. _.... L..,............ AI.A...i.e. Ve.:•■• Cn.Ale THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15190 MECHANICAL IDENTIFICATION SEPTEMBER 15, 2010 D. Materials Inherently Hazardous; Chemically Active or Toxic. Description Legend Color Color Field Acids Caustics Refrigerant Solvent (Chlorinated) Toxic Liquids and Gases Black Black Black Black Black Yellow Yellow Yellow Yellow Yellow E. Materials Inherently Hazardous; Extreme Temperature or Pressure. F. Description Legend Color Color Field Boiler Feedwater Compressed Air (above 120 PSIG) Cryogenics Steam Condensate Boiler Blowdown Heating Hot Water Black Black Black Black Black Black Materials Inherently Hazardous; Radiation Hazard. Description Yellow Yellow Yellow Yellow Yellow Yellow Legend Color Color Field Radiation Hazard Black Yellow G. Fire Quenching Materials Description Legend Color Color Field Carbon Dioxide (CO2) Foam Foam and Water Fire Protection Sprinkler Water Other Fire Protection Systems White White White White White 3.05 UNDERGROUND PIPE IDENTIFICATION Red Red Red Red Red A. Ali underground piping, except office area and irrigation sprinkler piping, shall be identified by the use of surface located markers. Markers shall be located at HGI Project No. 12395.00 15190 -5 Page 336 Page 337 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15190 MECHANICAL IDENTIFICATION SEPTEMBER 15, 2010 maximum intervals of 150 feet, at all changes of direction, within 5 feet of a wall, at all manholes and valve boxes, and adjacent to roads. Markers should indicate service, pipe size, direction of flow, pipe material and pipe depth. Marker locations shall be indicated on as -built piping drawings. Refer to Figure 2 for a sample marker. B. The piping installer shall provide markers for all new work and for any buried utilities discovered during excavation. Building sprinkler lead -ins and sprinkler main sections shorter than 150 feet between surface features (PIV or valve box) need not be marked with a utility marker. C. Underground pipe identification markers shall be provided and installed by the installer of underground piping. Any disturbed markers shall be replaced. HGI Project No. 12395.00 15190 -6 1- ._-1 '---- -<<nu ;44 8...en... e..1 wee . L..n..o nn■ _ Aluoot a Vcrifv C•nlc THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15190 MECHANICAL IDENTIFICATION SEPTEMBER 15, 2010 GAS 4 (40 PSIG) 0 I IDPP 3" BRASS BARXER WON —S HIA GROUT — -- 7 13 it PN FOR ANCNC NC (OR USE EPDXY CEAO•M) -.0rE>:0I111111•1I12e.._ CONCRETE SDI GRADE AREA LEGEND /QUADRANT CODE DESCRIPTION SIZE PIPE SZE II UOUTY WATER, CAS, etc. MATERIAL CAST IRON, INC, ,Ic. IV DEPTH DISTANCE IN FEET TO TOP OF UI1LTY NOTES MATEIRALS CAST IRON PPE CORRUGATED NET L PPE COMPOSTIE PPE POLYVINYL CHLORIDE REINFORCED CONCRETE PPE CAIVAN1TFD STFTI STEEL PIPE NTRT1CD CLAY PIPE ALUWNUM DUCTILE IRON COPPER DURIRON POLYPROPYLENE HIE;N OENSTY POLYPROPYLENE PAVED AREA ABBREVIATION Dr CRP CP PVC RCP CS SP VCP a. ID a DLR PP HOPP UNDERGROUND UTILITY MARKERS .423:E.EXPINULI2g. APENuPPIATE CA SES: CONCRETE ENCASED DUUDt1. CORINNE0 PP! FIR: PROTECTION CEMENT MED QJSUI AND ARROMS INDICATE DPECTON(s) OF RTIUTY WITH DISTANCES IN FEET, TO AND FROM ADJACENT MARKER(5) OR nun S'uD —uP (S). 2 LETTERING SHALL BE STAIPEW 1/4' BLOC* STYLE LErIERS, ALL NEW AND EXISTING (UNCOVDIED AT POPIT OF EXCAVATION) LMUFRGIOUI4) UI1JTY1S SHIJJ. If MARKO1 PER RE ABOVE REQtPRENENTS 1 UMBERS SHNI BF A 3' FIAT RRISS OR A URNLIN SURVEY NAANFR, 4, SEE FACILITES DRAFTING STANDARD FOR PIPING CONTENTS ABBREIMTTONS. USE K ABOVE TABLE FOR PIPING MATERIALS. CONIC DCP CL NS HGI Project No. 12395.00 Page 338 FIGURE 7 - UNDERGROUND UTILITY MARKER END OF SECTION 15190 -7 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15260 PIPING INSULATION SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 SUBMITTALS A. B. Product data. Manufacturer's installation instructions. 1.02 QUALITY ASSURANCE A. Installer: Company specializing in piping insulation installation with minimum of three years experience. B. Materials: 1. Insulation: Flame spread/smoke developed rating of 25/50 in accordance with ASTM E84, UL 723 and NFPA 255. 2. Tape, adhesives, vapor barrier materials and jackets: Flame spread ratings not to exceed 25. 3. PVC jacket fittings and valve covers are exempt from the fire resistance ratings. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Owens- Coming, Certain -Teed Corp., Knauf, Manville, Armstrong or approved. 2.02 INSULATION A. Type A: Glass fiber insulation; ASTM C 547; Class 1, maximum k value (Btu - in./(hr- square ft- degrees F)) of 0.25 at 50 °F, suitable for 500 °F. B. Type B: Calcium silicate insulation; ASTM C 533 Type 1, maximum k value of .60 at 500 °F, 0.45 at 200 °F. C. Type C: Preformed flexible etastomeric cellular insulation, ASTM C 534 Type 1, tubular. Armstrong Armaflex II, or approved. 2.03 JACKETS A. Interior applications: 1. Type 1: Factory- applied all- service jacket: White kratt paper outer surface bonded to reinforced aluminum foil vapor barrier with setf- sealing adhesive joints. HGI Project No. 12395.00 15260 -1 Page 339 Section 15260 Piping Insulation THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15260 PIPING INSULATION SEPTEMBER 15, 2010 2.04 B. 2. Type 2: PVC jackets: One piece, premolded type. 3. Type 3: Canvas jackets: UL- listed treated cotton fabric, 6 oz per square yard. Where required, this type of jacketing will be indicated on the Drawings. Exterior (outdoors, including piping installed in utitidors) applications: 1. Type 4 (for insulation Types A and B): Aluminum jackets, ASTM B 209, 0.02 inch thick, smooth finish. Stainless steel jackets, type 304, 316 stainless steel, 0.01 inch thick, smooth finish. 2. Type 5 (for Type C insulation): Vinyl lacquer coating for cellular elastomeric insulation. Armstrong Armaflex Finish, or approved, color white. HEAT TRACING A. Exterior heat tracing use Type A insulation and Type 4 jackets. See Section 16855. B. Heat tracing in wet environment use Type C insulation and Type 2 jacket. See Section 16855. 2.05 ACCESSORIES A. Insulation bands: 3/4 -inch wide; 0.015 -inch thick aluminum or 0.010 -inch thick stainless. B. Metal jacket bands: 3/8-inch wide; 0.015 -inch thick aluminum or 0.010 inch thick stainless steel, self - sealing, watertight for butt joints. C. Insulating cement: ASTM C 195; hydraulic setting'mineral wool. D. Finishing cement: ASTM C 449. E. Fibrous glass cloth: Untreated; 9 oz per square yard weight. F. Adhesives: Compatible with insulation. 2.06 INSULATION THICKNESS AND TYPE A. Provide pipe insulation type, jacket, insulation thickness as follows (insulation type and jackets for exterior applications are in parentheses). See exceptions noted in 2.06.B. and C. below and additional clarification for jacketing requirements in 3.03.H: HGI Project No. 12395.00 15260 -2 Page 340 Page 341 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15260 PIPING INSULATION SEPTEMBER 15, 2010 SERVICE TYPE THICKNESS FOR SIZE PIPE (Inches) Low - Pressure Steam * * ** Medium - Pressure Steam * * *" Insulation/ Jacket Interior (Exterior) Runouts* *upto2 1/2to1 1- 1/4to2 2- 1/2to4 5to6 A/1 (A/4) 1 1.5 1.5 A/1 (A/4) 1.5 2.0 2.5 High - Pressure N1 (A/4) 1.5 2.5 Steam * * ** Steam A/1 (A/4) Condensate (all pressures) * * ** 1 1.5 Condensate A/1 (A/4) 0.5 1.5 8 and larger 2 2 3.5 2.5 3.5 3.5 2.5 3 1.5 1.5 2 1.5 3.5 3.5 2 3.5 1.5 1.5 SERVICE TYPE THICKNESS FOR SIZE PIPE (Inches) Insulation/ Jacket Interior (Exterior) Runouts* upto2 1/2 to 1 Domestic Cold A/1 (N4) 0.5 0.5 Water and Process Water * * "* Domestic Hot A/1 (A/4) 0.5 1 Water' * " Rain Water A/1 Leaders "' (concealed; main and overflow) Rain Water A/2 Leaders * "* (exposed; main and overflow) Heat Recovery A/1 (A/4) 0.5 1 1 -1/4 to 2 2 -1/2 to 4 5 to 6 .75 1 1 1 1.5 8 and larger 1.5 1.5 0.5 0.5 0.5 0.5 0 5 0.5 1.5 1.5 1.5 x* Indoor insulation to remain unfinished. Jacket is required on outdoor installations only. Runouts are defined as short runs to terminal units not exceeding 12 feet in length. HGI Project No. 12395.00 15260 -3 A.... .- '- -- ----- ^- -.ra:__� n.............a ...... ...... el..m..c VeriA. Cnnln THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15260 PIPING INSULATION SEPTEMBER 15, 2010 Insulate roof drain bodies with 1 -1/2 inch thick fiberglass blanket with vapor barrier (main and overflow). In factory areas, insulate roof drain bodies and horizontal runs of piping only. For piping exposed to outdoor air, increase thickness by 0.5 inch. B. Exception: In equipment rooms and around access platforms and walkways, use Type B insulation and Type 3 jacketing in lieu of Type A insulation for the following applications: 1. Pipe run horizontally or Tess than 45 degrees to horizontal less than 3 feet above floors or platforms. 2. Vertical piping within 60 inches of the floor adjacent to aisles where mobile equipment may be operated. C. Exception: Use Type C insulation and Type 5 jacketing on heat - traced lines. 2.07 INSULATED CONTROL VALVES A. Flexible blanket fabricated of a sandwich section of fiberglass batt, 1 pound per cubic foot density, enclosed in glass cloth, cover to be machine stitched at the ends, with copper eyehooks and wire for lacing the blanket to the valve. PART 3 - EXECUTION 3.01 REMOVAL A. Boeing will determine if the existing pipe insulation in the area of work contains asbestos. If the Contractor discovers insulation which he feels may contain asbestos, notify the Boeing Construction Manager immediately and stop work in the area until given approval to proceed. If existing piping with asbestos insulation is required to be removed, removal of the insulation will be done by Boeing using a state licensed asbestos removal contractor. 3.02 PREPARATION A. Install materials after piping has been tested and approved. 3.03 INSTALLATION A. B. C. Install materials in accordance with manufacturer's instructions. Continue insulation with vapor barrier through penetrations and pipe supports. On piping indoors which is exposed to view, locate insulation and cover seams in least visible locations. HGI Project No. 12395.00 15260 -4 Page 342 Page 343 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15260 PIPING INSULATION SEPTEMBER 15, 2010 D. On insulated piping with vapor barrier, insulate fittings, valves, unions, flanges, strainers, flexible connections, and expansion joints. E. On insulated piping conveying fluids no hotter than 140 °F, do not insulate flanges and unions at equipment, but bevel and seal ends of insulation at such locations. F. On piping 2 inches diameter or larger, provide an insert at least 6 inches long of same thickness and contour as adjoining insulation between support shield and piping, but under the finish jacket, to prevent insulation from sagging at support points. Inserts are to be cork or other heavy density insulating material suitable for the planned temperature range. Factory- fabricated inserts may be used. G. Finish insulation neatly at supports, protrusions, and interruptions. H. On piping to be heat traced, do not install pipe insulation until heat tracing has been installed, tested and approved. I. Jackets: 1. Indoor, concealed from view, for insulated pipes conveying fluids above ambient temperature: Provide standard jackets, with or without vapor barrier, factory - applied or field - applied. Insulate fittings, joints, and valves with insulation of material and thickness same as adjoining pipe and finish with glass cloth and adhesive. PVC jackets may be used. 2. Indoor, concealed from view, for insulated pipes conveying fluids below ambient temperature or dual temperature piping systems: Provide vapor barrier jackets, factory- applied or field- applied. Insulate fittings, joints, and valves with molded insulation of material and thickness same as adjacent pipe and finish with glass cloth and vapor barrier adhesive. 3. Exterior (outdoors) applications, Type A and B insulation: Provide vapor barrier jackets. Cover with aluminum or stainless steel jacket with seams located on bottom side of horizontal piping. Insulate fittings, joints, and valves with insulation of material and thickness similar to adjoining pipe, and finish with glass mesh reinforced vapor barrier cement. 4. Exterior (outdoors) applications, Type C insulation: Apply two coats of finish enamel to insulation. END OF SECTION HQI Project No. 12395.00 15260 -5 r- --- ' --- -- _e.wu I__ ..... -.. n■m _ alwwa Vorifi, Colo THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15440 PLUMBING FIXTURES, EQUIPMENT AND TRIM SEPTEMBER 15, 2010 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Drinking fountain B. Laboratory sink C. Safety eye -wash fountain D. Safety eye -wash and shower E. Domestic hot -water heater F. Hot water circulating pump 1.02 REFERENCED STANDARDS 1.03 1.04 AGA ANSI A112.18.1 ANSI A112.19.3 ARI 1010 American Gas Association Finished and Rough Brass Plumbing Fixture Fittings Stainless Steel Plumbing Fixtures (Designed for Residential Use) Drinking Fountains and Self- Contained Mechanically Refrigerated Drinking Water Coolers ASME American Society of Mechanical Engineers ASHRAE 90A Energy Conservation in New Budding Design QUALITY ASSURANCE A. For fixtures and trim: Use products from same manufacturer throughout. B. Codes and standards: Where revisions of pertinent local codes and regulations conflict with this specification, the more stringent provisions govern. SUBMITTALS A. Submit product data for all items in this section. B. Submit operation and maintenance data in accordance with Section 01300. Include fixture trim with exploded view and replacement parts lists. HGI Project No. 12395.00 15440 -1 Page 361 Section 15440 Plumbing Fixtures, Equipment and Trim THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15440 PLUMBING FIXTURES, EQUIPMENT AND TRIM SEPTEMBER 15, 2010 PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS — DRINKING FOUNTAIN A. Haws or approved. 2.02 ACCEPTABLE MANUFACTURERS - FIXTURES A. Kohler, American Standard, Elkay, Bradley, or approved. 2.03 ACCEPTABLE MANUFACTURERS - FIXTURE TRIM A. Kohler, American Standard, Elkay, or approved. 2.04 ACCEPTABLE MANUFACTURERS — EMERGENCY SHOWER AND /OR EYE WASH A. Haws or approved. 2.05 ACCEPTABLE MANUFACTURERS - DOMESTIC HOT WATER HEATERS A. A. O. Smith or approved. 2.06 DRINKING FOUNTAIN: DF -01 2.07 A. Wall-mounted barrier free drinking fountain shall include a 14 gauge Type 304 Stainless Steel satin finish basin with integral Ya° stainless steel mounting plate, antimicrobially treated push button, bubbler head, waste strainer and trap to protect against the growth of mold and mildew on the treated components. Push- button operated valve with front - accessible cartridge and flow adjustment, polished chrome - plated brass vandal - resistant bubbler head, polished chrome - plated brass vandal- resistant waste strainer, vandal - resistant bottom plate, and a 1 -1/4° IPS internal trap. B. Haws Model 1107L. LAB SINK: S -01 A. Bowl: ANSI A112.19.3; single compartment 25 x22 x 10 inch deep overall dimensions, 18 -gage, Type 304 stainless steel, self- rimming countertop with undercoating, 3 -1/2 inch drain opening, ledgeback drilled for trim; Elkay Model DLR- 2522 -10. B. Trim: ANSI A112.18.1; chrome- plated brass supply with swing spout, removable serrated nozzle outlet, 4 -inch blade handles, integral vacuum breaker; chrome - plated 17 -gage brass P -trap and arm with escutcheon; Chicago Model 947 - 317CP faucet and Elkay Model LK -99 SS drain outlet and stopper. HGI Project No. 12395.00 15440 -2 Pape 362 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15440 PLUMBING FIXTURES, EQUIPMENT AND TRIM SEPTEMBER 15, 2010 C. Anti -scald mixing valve: thermostatic mixing valve, 1/2" NPT connections, rated for 190 degree F hot water supply temperature, Powers e428. Mount to temper hot water supply. 2.08 EYE -WASH: EW -01 A. Swing -away design, twin chrome plated brass "Soft-Flo" anti -surge heads. B. Push type ball valve with manual closing. C. Water filter: Disposable FDA - approved viscose fiber, down to 20 micron. Haws Model 9070. D. Haws Model 7612. E. Thermostatic mixing valve: brass and stainless steel, 1/2 inch IPS hot/cold water inlets, 3/4" IPS outlet, 7 gpm capacity, integral temperature gauge, Haws 9201 EF or approved. 2.09 COMBINATION SAFETY SHOWER AND EYE -WASH: EW /SS A. Shower: Free - standing type with stainless steel showerhead, instant - action chrome plated brass ball valve that stays open until manually closed, stainless steel pull -rod with triangular handle. B. Eye -wash: Hand or foot operated with stainless steel receptor, Buna -N covered ABS plastic "Soft-Flo" anti -surge heads with dust cover, instant - action chrome - plated brass ball valve that stays open until manually closed, automatic pressure compensation. C. Water filter: Chrome plated brass in -line 50 x 50 mesh, serviceable, water strainer; integral to unit. D. Standard 1 -1/4 inch galvanized pipe with floor flange, 1-1/4 inch supply. E. Haws Model 8300 with Model 8127 showerhead and Model 9037 privacy curtain. F. Thermostatic mixing valve: brass and stainless steel, 1 -1/4 inch NPT cold water inlet, hot water inlet and outlet, 40 gpm mixing capacity, integral temperature gauges, Haws 9202 or approved. 2.10 ELECTRIC DOMESTIC WATER HEATER: WH -01 A. Provide unit completely factory assembled. Include relief valve and tank temperature control. B. Storage tank: 125 psi ASME vessel, glass - lined, ASME stamped. Provide cathodic protection in tank. Fiberglass insulation to meet ASHRAE 90A. Steel HGI Project No. 12395.00 15440 -3 ... AII........- \l...:A. C....le 1 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15440 PLUMBING FIXTURES, EQUIPMENT AND TRIM SEPTEMBER 15, 2010 cabinet with baked enamel finish, drain valve. Three -year commercial warranty on tank. C. Heating elements: Heavy -duty, medium -watt density element in Incoloy sheathing. D. A.O. Smith type DSE, or approved. 2.11 HOT WATER CIRCULATING PUMP 1)SE - Mc) 12.o 4Ai.. , d-vv v, 3 Qr (4/ T ? P Fad t , Goa,TrLot.5 A. In line, permanently lubricated, lead -free bronze body construction, UL listed with capacity and head requirements per schedule. B. Bell & Gossett or approved. 3 4 (A t-IBF- 10 S /LiiJ Z CRP'ia 12. #%4() 243oo RP'.t , 55 %,..• A r-r , I t 6 v , 1X PART 3 - EXECUTION 3.01 3.02 PREPARATION A. B. Inspection: 1. Review millwork Shop Drawings. Confirm location and size of fixtures and openings before rough -in and installation. 2. Verify adjacent construction is ready to receive rough -in work of this section. 3. Verify that plumbing is installed in accordance with pertinent codes, regulations, and Drawings. Discrepancies: 1. In the event of discrepancy, immediately notify the Boeing Construction Manager. 2. Do not proceed with installation until discrepancies have been resolved. INSTALLATION A. B. C. D. Install each fixture with trap, easily removable for servicing and cleaning. Provide chrome - plated rigid or flexible supplies to fixture with screwdriver stops, reducers, and escutcheons. Install components level and plumb. Mount handicap fixtures as shown on Architectural Drawings. Install and secure fixtures in place with wall carriers and bolts. HGI Project No. 12395.00 15440 -4 Page 364 THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15440 PLUMBING FIXTURES, EQUIPMENT AND TRIM SEPTEMBER 15, 2010 E. Seal fixtures to wall and floor surfaces with silicon sealant, color to match fixture. F. Provide individual vent for each fixture. G. Use chrome - plated brass bolts, nuts, and washers where exposed, otherwise use brass or bronze bolts, nuts, and washers. H. Use a one -piece special molded gasket for connections between the earthenware of fixtures and soil pipe flanges. Make connections gas -tight and water - tight. The use of bulk materials, including putty and plastic, for gaskets will not be permitted. I. Provide separate traps with cleanouts for fixtures not specified to be provided with integral traps. Do not install fixtures until piping tests are completed. Adjustable carriers for water closets: Mount body of carrier as low as possible consistent with specified drain slope and fixture mounting height. Seismically brace hot water heaters as specified in Section 15145. M. Insulate handicapped lavatory tailpiece, trap, drain and supply pipes to wall with flexible elastomeric insulation, painted white. N. Mount wall mounted drinking fountain per ADA specifications. 3.03 PLUMBING EQUIPMENT OPERATIONAL TESTS A. Wall mounted drinking fountain: 1. Adjust flow, directing water into basin. B. Domestic water heater: J. K. L. 1. Perform operational test of domestic hot -water heater. Operate the unit in accordance with the manufacturer's printed instructions for in- service conditions. 2. During the test, Inspect the unit for leaks, proper installation, proper response to controls. If the unit control or component is defective, repair or replace with new and retest for 8 continuous hours. C. Sink: 1. Demonstrate operation to show adequate water flow without splashing, adequate drainage, and proper flushing action. HG1 Project No. 12395.00 15440 -5 Page 365 I, nnm - ll lwave VPrifv SnalP THE BOEING COMPANY BOILER & AIR COMPRESSOR BUILDING PKG 1 PLANT 2, TUKWILA, WA ISSUED FOR CONSTRUCTION SECTION 15440 PLUMBING FIXTURES, EQUIPMENT AND TRIM SEPTEMBER 15, 2010 2. Adjust hot water mixing valve to limit hot water temperature to 120 F. D. Safety Shower and Eye Wash: 1. Adjust mixing valve temperature for tepid water. 2. Demonstrate operation to show required water flow. E. Hot Water Recirculation Pump: Demonstrate operation and adjust flow rate to maintain hot water temperature at mixing valve. 3.04 CLOSING UNINSPECTED WORK A. General: Do not cover or enclose work until it has been inspected and approved. B. Noncompliance: Should work be covered or enclosed before inspections and approvals, uncover the work and, after inspection and approval, make repairs to the approval of the Construction Manager at no additional cost to the Owner. 3.05 CLEANING UP A. Before acceptance of the work, thoroughly clean exposed portions of the plumbing installation, remove labels and traces of foreign substance, and clean fixtures with cleaning solution approved by the manufacturer of the plumbing item. Avoid damage to finished surfaces. END OF SECTION HGI Project No. 12395.00 1544.0 -6 FILE .40' Permit No. TV1i121, Pip.R rNiew approval is subject to errors and omissions. t.,{ ;:Iroval 3f construction documents does not authorize th :. vbiation of any adopted code or ordinance. Receipt o; approved Field _ •py and co lions is acknowledged: EING COMMERCIAL AIRPLANE GROUP By PLANT 2 1 REVIEINEDF� CISSUED FOR CONSTRUCTION'T��„� M(chanica Electrical BUILDING 02 -127 VICINITY MAP DESCRIPTION OF WORK: CONSTRUCTION OF THE 02 -127 BUILDING (BOILER AND AIR COMPRESSOR UTILITIES) CONTRACTOR: TBD SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH, TUKWILA, WA. OWNER: BOEING COMMERCIAL AIRPLANE GROUP WEST REGION FACILITIES P.O. BOX 3707, M /S: 19 -35 SEATTLE. WASHINGTON 98124 -2207 LEGAL DESCRIPTION .... 02 -41 02 -40 " IVi 3 02 -44 02-45 GATE 5-18 02 -49 02 -51 02-64 °T-'L" BUILDING 02 -127 PROJECT SITE 4.14111 SITE ACCESS I 1 I Iy 02-81 -1 -85l I3 02 -800 lr 0$� allrf , - 02 -84 I ' 02-117 SCALE: NONE 02 -126 f REVISIONS Rio.,,nannec ahnn h.+ .,,,,..A..... ALL .L of work without prior approval ofTukwila Building Division. NOTE : Revisions will require a new plan submittaand may include additional plan review fees. CODE SUMMARY CODES INTERNATIONAL BUILDING CODE (IBC) 2009 EDITON AS ADOPTED BY TH7 CITY OF TUKWILA INTERNATIONAL FIRE CODE (IFC) 2009 EDITION NATIONAL FIRE PROTECTION AGENCY (NFPA) 2004 501109 2006 WASHINGTON STATE NONRESIDENTIAL ENERGY CODE (WSNREC) OCCUPANCY GROUP: GROUP F -1 CONSTRUCTION TYPE: EXTERIOR WALL FIRE RESISTANCE: IBC TABLE 602 MAXIMUM AREA WALL OPENINGS: IBC TABLE 704.8.1 MINIMUN BUILDING SEPARATION REQUIRED: PROPOSED BUILDING AREA: (BUILDING 02 -127) AREA ALLOWED IBC 503 BUILDING HEIGHT: FIRE PROTECTION SYSTEMS: MEANS OF EGRESS: OCCUPANT LOAD: TYPE II - E1 NONE REQUIRED AS THE SEPARATION DISTANCE IS 10 FEET OR GREATER UNLIMITED UNPROTECTED WALL OPENINGS ARE ALLOWED AS FIRE SEPARATION DISTANCE IS GREATER THAN 5-0' MINIMUM OF 10 FEET ARE SEPARATION DISTANCE' (IBC TABLE 702) FOR UNRATED EXTERIOR WALLS ENCLOSED FLOOR AREA = 3,175 SF BENEATH CANOPY ROOF = 293 SF TOTAL BUILDING AREA = 3,468 SF 15,500 SF + INCREASES (NONE REQ'D) 55 FT ALLOWABLE (TABLE 503) 25' -6 "± PROPOSED PROVIDED, ALTHOUGH NOT REQUIRED 8Y 18C 903 AREA I9 SF PER OCCUPANT CONTROL ROOM = 339 5F 0 100 SF/ OCC = 4 OCC MECHANICAL ROOM = 2836 SF 0 300 SF /OCC = 10 OCC. TOTAL OCCUPANTS = 14 OCC. EXIT ACCESS: ACCESS THROUGH ADJOINING ROOMS OR SPACES 15 NOT PROHIBITED WHEN THE ADJOINING SPACE OR INTERVENING ROOMS ARE OF SAME OR LESSER HAZARD OCCUPANCY GROUP. NUMBER OF EXITS REQUIRED: TWO (B01LER ROOMS OVER 500 S.F. do FUEL FIRED EQUIPMENT IS OVER 400,000 B.T.U.) IBC 1015.3 EXIT AND EXIT ACCESS DOORWAYS: TWO EXIT ACCESS DOORWAYS ARE PROVIDED SEPARATED BY A HORIZONTAL DISTANCE EQUAL TO ONE HALF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DISTANCE OF THE ROOM. ACCESSIBUTY: DESIGN MttIS WASHINGTON STATE ACCESSIBIUTY REQUIREMENTS (IBC 11) ant is n, PUBLIC WORKS Ci ®f T Ala BUILDIN vlSln�l PROJECT SUMMARY DESCRIPTION OF WORK: CONSTRUCTION OF THE 02 -127 BUILDING (BOILER AND AIR COMPRESSOR UTILITIES) CONTRACTOR: TBD SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH, TUKWILA, WA. OWNER: BOEING COMMERCIAL AIRPLANE GROUP WEST REGION FACILITIES P.O. BOX 3707, M /S: 19 -35 SEATTLE. WASHINGTON 98124 -2207 LEGAL DESCRIPTION THE FOLLOWING LEGAL DESCRIPTION 8 BASED ON TRANSNATION 1171.7 REPORT ORDER NUMBER 867785, DATED AUGUST 3, 1998. A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT NO.1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY SOUTH IN SECTIONS 28, 32 AND 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 28, THENCE SOUTH 88'09'49' EAST ALONG THE SOUTH UNE OF SAID SECTION 35.92 FEET TO A POINT ON A CURVE ON THE EASTERLY MARGIN OF 16TH AVENUE SOUTH FROM WHENCE THE CENTER BEARS NORTH 81'09'46" WEST 1960.08 r t 1, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED TRACT OF LAND; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN AND SAID CURVE 235.12 FEET TO THE POINT OF TANGENCY; THENCE CONTINUING ALONG SAID • EASTERLY MARGIN NORTH 01'57'52' EAST 534.65 FEET TO A POINT OF INTERSECTION WI11 THE SOUTHWESTERLY MARGIN OF SAID EAST MARGINAL WAY SOUTH, BEING 65 FEET DISTANT FROM, AS MEASURED AT RIGHT ANGLES T0, THE CENTERUNE OF SAID EAST MARGINAL WAY SOUTH; THENCE ALONG SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH ON THE FOLLOWING COURSES: SOUTH 4752'17' EAST 1189.40 FEET TO THE SOUTH UNE OF SAID SECTION 28; THENCE SCUTH 88'09'49' EAST ALONG SAID SOUTH UNE 23.20 Fttl; THENCE SOUTH 4752'17 FAST 761.35 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT OF RADIUS 2814.67 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE 1245.10 Ftl1 TO 1145 POINT OF TANGENCY; THENCE SOUTH 2732'06' EAST 165.28 FEET TO AN INTERSECTION WITH A LINE PARALLEL WITH AND 825 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES T0, THE NORTH UNE OF THE JOHN BUCKLEY DONATION LAND CLAIM N0.42; THENCE LEAVING SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOIJT14 AND PROCEEDING ALONG SAID PARALLEL UNE NORTH 89'12'23' WEST 1385.87 FEET TO A POINT ON THE NORTHEASTERLY RIGHT -OF -WAY UNE OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 53'50'05' WEST 1969.12 FEET; THENCE NORTHWESTERLY ALONG SAID RIGHT -0F -WAY UNE AND SAID CURVE 401.92 FEET TO THE POINT OF TANGENCY; THENCE NORTH 4751'36' WEST ALONG SAID RIGHT -OF -WAY UNE 1068.05 FEET TO A POINT ON THE WESTERLY UNE OF THAT 11 FOOT VACATION OF 16114 AVENUE SOUTH AS RECORDED IN VOLUME 38. PAGE 455 OF KING COUNTY COUNCIL RECORDS DATED JUNE 24, 1940; THENCE NORTH 13'00'45' EAST ALONG SAID WESTERLY UNE 384.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY LINE NORTH 14REESICEIV TO THE TRUE POINT OF BEGINNING. CONTAINING 2,900,610 SQUARE FEET OR 66.588 ACRES 1,a&0 nO')n1' REVI510N NO� PG 1 I 0110 .,E 09.15.08 03.03.09 SUBTITLE COVER SHEET D PERMIT CENTER RE- ISSUED FOR CONSTRUCTION I-1 Harris Group Inc. 12395.00 2 09.15.10 03.03.09 03.03.09 03.03.09 03.03.09 TITLE GENERAL MASTER BUILDING 02 -127 PLANT 2, WA SHEET GO 586456 -02 am w. 02- 127-GO PIPE FTITING SYMBOLS D TOT - Ao, PIPING SYMBOLS REDUCER, CONCENTRIC REDUCER, ECCENTRIC UNION, SCREWED ELBOW, TURNING DOWN OR AWAY ELBOW, TURNING UP OR TOWARD TEE, OUTLET DOWN OR AWAY TEE, OUTLET UP OR TOWARD CAP, SCREWED OR SOLDER JOINT BUND FLANGE PLUG CAP, WELDED OR GROOVED ELBOW, 90' TEE CROSS WASTE FIRING SYMBOLS —p CO ovrR ®RD FD ®FS ▪ FFD o FUD LATERAL WASTE PIPING QUARTER BEND SANITARY WYE AND 1/8 BEND ELBOW, 45' CLEAN OUT, FLOOR *CO CLEAN OUT, WALL VENT THRU ROOF ROOF DRAIN FLOOR DRAIN FLOOR SINK FUNNEL FLOOR DRAIN FUNNEL DRAIN VALVE SYMBOLS — 000-- —Co* BALL VALVE. (NORMALLY CLOSED) art-- BUTTERFLY VALVE GLOBE VALVE, (NORMALLY OPEN) GLOBE VALVE, (NORMALLY CLOSED) ANGLE GLOBE VALVE, PLAN — t¢ ANGLE GLOBE VALVE, ELEVATION fir PLUG VALVE /STOP COCK t.1 CHECK VALVE qp 3 WAY VALVE oq BALANCING VALVE WITHOUT METERING PORTS GATE VALVE, OUTSIDE SCREW AND YOKE GATE VALVE, (NORMALLY OPEN) GATE VALVE, (NORMALLY CLOSED) GATE VALVE WITH HOSE CONNECTION BALL VALVE, (NORMALLY OPEN) —[aO— —JS • BALANCING VALVE WITH METERING PORTS AUTOMATIC FLOW CONTROL VALVE NUMBER INDICATES GPM FLOAT VALVE 0+0 NEEDLE VALVE NB HOSE 81B Alt --+ PRESSURE RELIEF /SAFETY VALVE PRESSURE REDUCING REGULATING VALVE WITH EXTERNAL PWMURE TAP PRESSURE REDUCING /REGULATING VALVE SELF CONTAINED VALVE SYMBOLS CONT. 66 Ra MOTOR OPERATED VALVE SOLENOID OPERATED VALVE 3 WAY CONTROL VALVE CONTROL VALVE QUICK OPENING QUICK CLOSING, FUSIBLE UNK VALVE IN RISER MISCELLANEOUS PIPING SYMBOLS Zlaj TMAV —am-- REM 0 1y O X A e EQUIPMENT MARK NUMBER (SEE EQUIPMENT SCHEDULES FOR ABBREVIATIONS) POINT OF CONNECTION AIR VENT, AUTOMATIC (WITH DRAIN) AIR VENT, MANUAL (W1111 DRAIN) BACKFLOW PREVENTER COOUNG COIL HEATING COIL EXPANSION JOINT FLOWMETER, ORIFICE FLOWMEILR, VENTURI PRESSURE GAGE WITH VALVE STRAINER, WYE WITH BLOW OFF STRAINER. WYE STRAINER, BASKET STRAINER, DUPLEX TEST PLUG (PETE'S PLUG) TRAP SEAL PRIMER VALVE STEAM TRAP VALVE BOX PIPE GUIDE PIPE SUPPORT HANGER SPRING HANGER PIPE ANCHOR NITROGEN GAS OUTLET, HARD PIPE NITROGEN GAS DROP. HOSE VACUUM OUTLET, HARD PIPE VACUUM DROP, HOSE VACUUM CLEANING OUTLET SIMPLEX AIR DROP, HOSE DUPLEX AIR DROP, HOSE SIMPLEX AIR OUTLET, HARD PIPE DUPLEX AIR OUTLET, HARD PIPE DRAIN AIR CONDITIONING. REFRIGERATION AND COOUNG SYMBOLS — CHWS - -CHYIR- -CLWS- -CLWR- - CTFS —CTFR— — CTWS - -CTWR- - HPWS — — HPWR — — CU) - -RS- -RL- - RHG — PIPING IDENTIFICATION SYMBOLS CHILLED WATER SUPPLY CHILLED WATER RETURN COOUNG WATER SUPPLY COOUNC WATER RETURN COOLING TOWER FILTER SUPPLY COOUNG TOWER FILTER RETURN OGLING TOWER WATER SUPPLY FROMl�COOLIINEG TOWER) (TOUCOOLING TOWER) RETURN HEAT PUMP WATER SUPPLY HEAT PUMP WATER RETURN CLEAR WATER DRAIN (CONDENSATION) REFRIGERANT SUCTION (GAS) REFRIGERANT UOUID REFRIGERANT HOT GAS HEATING SYMBOLS — HWS — HWR — STM — HPS - - MPS- - LPS - - HPR- -C- -PC- - CD ---- — HPC - -MPC- - LPC - - BBD- - BFW — HEATING WATER SUPPLY HEATING WATER RETURN STEAM SUPPLY HIGH PRESSURE STEAM SUPPLY (125 - 250 PSIG) MEDIUM PRESSURE STEAM SUPPLY (15 - 125 PSIG) LOW PRESSURE STEAM SUPPLY (0 - 15 PSIG) CONDENSATE RETURN (PRESSURE), STEAM CONDENSATE RETURN (GRAVITY), STEAM CONDENSATE (PUMPED), STEAM CONDENSATE DRAIN CONDENSATE, STEAM (HIGH PRESSURE) CONDENSATE. STEAM (MEDIUM PRESSURE) CONDENSATE. STEAM (LOW PRESSURE) BOILER BLOW DOWN BOILER FEED WATER FUEL OIL SYMBOLS — FO— FUEL OIL — FOD - - FOG — — FOS — — FOR — — FOV - - FOF — FUEL OIL DISCHARGE FUEL 011_ GAUGE FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL VENT FUEL OIL FILL LINE PLUMBING AND MISCELLANEOUS SYMBOLS G — LPG - - LN2 - - GN2 — COMPRESSED AIR (100 PSIG NOMINAL) INSTRUMENT AIR CHEMICAL FEED FIRE LINE (AHEAD OF ALARM VALVE) SPRINKLER UNE (DOWNSTREAM OF ALARM VALVE) NATURAL GAS UQUID PETROLEUM GAS UQUID NITROGEN GASEOUS NITROGEN — VAC — VACUUM — CLV — VACUUM CLEANING PLUMBING AND MISCELLANEOUS SYMBOLS CONT — VPD - -CW- -HW- -HWC- -DI- -DW- -PW- -AW- - CRV - -CRW- -ID- - WI - - SAN - - STS - -RWL- -V- 5 240 4 41 —KO VACUUM PUMP DISCHARGE COLD WATER, DOMESTIC HOT WATER. DOMESTIC HOT WATER, CIRCULATING DOMESTIC DEIONIZED WATER DISTILLED WATER PROCESS WATER ACID WASTE CORROSION RESISTANT VENT CORROSION RESISTANT WASTE INDIRECT DRAIN INDUSTRIAL WASTE SANITARY WASTE STORM DRAIN RAIN WATER LEADER VENT HVAC SYMBOLS BASIC DUCTWORK SYMBOLS RECTANGULAR DUCT FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN) HVAC SYMBOLS CONT. GRILLES LOUVERS DIFFUSERS AND OPENING SYMBOLS CONT, FAN, AXIAL FLOW LINEAR DIFFUSER 100 CPA CG 24/24 0100 CFM NON- DUCTED RETURN /RELIEF GRILLE, CEILING TYPE DUCT MOUNTED EQUIPMENT SYMBOLS ROUND DUCT (NUMBER INDICATES DIAMETER) RECTANGULAR ELLEIOW TURNING TOWARD RECTANGULAR DUCT TURNING AWAY EXHAUST AIR OR RETURN AIR DUCT RECTANGULAR ELBOW TURNING TOWARD EXHAUST AIR OR RETURN AIR DUCT RECTANGULAR ELBOW TURNING AWAY RECTANGULAR DUCT, SQUARE ELBOW, SHOWN WITH TURNING VANES ROUND DUCT ELBOW TURNING TOWARD ROND ELBOW TDURNMC AWAY FLEXIBLE DUCT (FOC) FLEXIBLE DUCT CONNECTION DUCTWORK AIRFLOW DIRECTION ACCESS DOOR (AD) ACCESS PANEL ( j GRILLES LOUVERS CFM XXX RR RG ER EG SD SG SR TG E- -IIJ10 12/6 �I 100 CFM F X12/6 J 100 CFM rion F -RG 12/6 f x100 CPU I'31 5400 M 1CF2 SO 12/12 400 CFM SO 12 O 400 CFM RC 24624 la 100 CFM m NEMOON AFC - PACKAGE 1, BLDG 02 -127 J/586456 -02 2 2010 CODE REVIEW & RE -I5u1F FOR AFC 4585456 -02 H1 /GEL 1<i /GEM 0Y APPROJED 816 03.04.09 09.15.10 REMON BY APPROVED DA� giArtfittEriefi DIFFUSERS AND OPENING SYMBOLS SUPPLY OR OUTSIDE AIR FLOW DIRECTION RRERTURN TRANSFER RNOR EXHAUST RETURN REGISTER RETURN GRILLE EXHAUST REGISTER EXHAUST GRILL SUPPLY DIFFUSER SUPPLY GRILLE SUPPLY REGISTER TRANSFER GRILLE SIDEWALL SUPPLY AIR DIFFUSER, GRILLE OR REGISTER SCREENED OPENING SIDEWALL RETURN /EXHAUST AIR GRILLE OR REGISTER SUPPLY OUTLET DIFFUSER, GRILLE OR REGISTER SUPPLY OUTLET DIFFUSER, GRILLE OR REGISTER SUPPLY OUTLET ROUND DIFFUSER RETURN /EXHAUST REGISTER OR GRILLE CENTRIFIGAL FAN CENTRIFTGAL FAN, INLET GUIDE VANES UNIT HEATER TERMINAL UNIT INSTRUMENTATION AND CONTROL SYMBOLS O DUCT TYPE HEAT DETECTOR DUCT TYPE SMOKE DETECTOR DUCT TYPE TEMPERATURE SENSOR m TEMPERATURE TRANSMITTER CD THERMOSTAT OO HUMIDISTAT 4 FSD i0 ACCEPTABILITY B. THORNTON • 10.31.08 9U1U E 1H6 DEBTOR Ap OR P. �TSCFIFRNECA 03.OJ.09 SPECi1GTKW 6 DAMPER SYMBOLS VOLUME DAMPER OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER BACK DRAFT DAMPER (ALLOWS FLOW IN DIRECTION OF ARROW) FIRE DAMPER (1 HOUR) FIRE DAMPER (2 HOUR) SMOKE DAMPER FIRE /SMOKE DAMPER f C REVIEWED FOR ODE COMPLIANCE APPROVE City of Tukwila BUILDING fIViRint, RECEIVED MAR 2 2 2011 PERMIT CENTER RE- ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 • LEGEND CURREAR RUMOR 2 DATE 09.15.10 BUILDING 02 -127 M1 ma 586456 -02 PLANT2, WA °MC 02- 127 -M1 i 1"-MPS & 1" -LPC SEE DETAIL 1060 0 S -2 W /H -2 - 25' -0" v 25' -0" 25' -0" 1 1060 0500 )3L0WD0WN 6" VENT 5EBBALE THRU ROOF 2 1 /2 " -PW, ON ,-FOR PIPING 0 SEPARATORS SEE DETAIL 1M60 11.460 M500 1/2" PIPING TO SAMPLE COOLER, SEE DETAIL (NP 2) 10601M503 1 2 " -PW 11,160 & PUMPS 1" -MPS &L • 1" -LPC SEE DETAIL 3 1" -LPC 1M60 M502 rt- - PC, ON, TYP RELIEF VALVE PIPING SEE S -2 DETAIL PC, DN 3'C, OWL. DN PC. OVFL GAS TRAI S 4 THRU RO 3 -PC, ON 1060 M502 1 1/2" VENT THRU ROOF DEAERATOR & BFW PUMPS FOR PIPING TO SAMPLE COOLER SEE DETAIL 3 -FW 3 " -PC E No .1 BOILER 3" -GAS, DN SEE DETAIL (f'P) 1M60 S -4 saw: pp- : 1- 6" -MPS 601,===t:Lit 40 _ 'fi°% r� bii a -2 /H -1 2 H , /H -1 wi ' 2 1/2' ���rCa °��s; 3"-G6.6 DN 111D. CAP— III!- 10601M502 No.2 BOILER 1 L 4 n 11 3x2 1/2 (TYPP 11,460 0503 11111 S -9 2 1 /2" -PW 1060 SEISMIC VALVE S -9 p' IL�I ipppl ^ S-4 -.8" -MPS, DN 2" -DRAIN (TYP) H -2 1 ECONOMIZER $KIDS 1 1 /2 " -M'S 1 1 /4 " -PW SEE 10110 8" -MPS .-S-.3 W/G 8" -MPS, DN 4" -GAS, DN CONT. ON 2- YD -M133 ; 5 -2 W/H 1 3 " -PW 1 E— —., I PW 3 " -PW, DN 6 " -PC -MPS & 6 " -PC, NT ON 02- YD -M83 & 02 -YD -0608 2 1 /2 " -PW, DN 1 st FLOOR PLAN 6" -MPS - - - - --- 1" -LPC, DN TO TRAP SCALE: 1/4-.1' -0" 0 1" -MPS & 1"-LPC SEE DETAIL 1060 LEGEND GENERAL NOTES > FOR 1/4" CHEMICAL INJECTION TUBING SEE DWG. M312. EXHAUST SILENCER - PENN SEPARATOR CORP. MODEL SP -6 -24. 3. SEISMIC BRACING AND RESTRAINT REQUIREMENTS IN CONFORMANCE WITH SPECIFICATION 15146 FOR ALL PIPING ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4. STEAM AND CONDENSATE PIPE STRESS FOR PIPE ROUTING, ANCHORS, SUPPORTS AND GUIDES SHOWN ON THE DRAWINGS ARE WITHIN ASME 831.1 CODE ALLOWABLES FOR SUSTAINED LOADS DUE TO PRESSURE AND WEIGHT AND EXPANSION LOADS DUE TO THERMAL GROWTH. SEISMIC BRACING AND RESTRAINTS ARE THE RESPONSIBILTY OF THE CONTRACTOR. jC REVIEWED F CODE COMPLIANCE PP P OVED Y.II 18 L,;1 REFERENCE DRAWINGS 02- 127 -M312 02- 127 -RFM60 05 7 -0506 City of�Ia BUI ING DIVIsTukw: 41STRUCTION NOTES M502 LOCATE SILENCER CONDENSATE DRAIN VALVE IN ACCESSIBLE LOCATION. TYP SUPPORT FOR UNIT HEATER SEE DETAIL 10601M502 RECEIVED MAR 2 2 2011 PERMIT CENTER RE- ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 APPROVED DATE DA IFC - PACWIIGE 1, BLOC 02 -127 J1588458 -02 HCl/CEM 0104.09 2010 CODE REVIEW & RE -ISSUE FOR IFC 4586458-02 H01 /CEM D9.15.10 el.A7474ErAfiV DWAVN ACCEPTABILITY B. THORNTON SPEOFICATION 6 ,APPROVED BY Vl 09. 09.15.08 010109 09.15.08 P. 1SCHERNEGA DEPT. DATE 0, MARS D WWALLTTERS 010309 1ST FLOOR PLAN - HVAC PIPING CURRENT NEVISON I TRAM 2 DA 09.15.10 alp APPROVED 8. MIN 010109 MECHANICAL MASTER BUILDING 02 -127 COL A /D -1/3 PLANT2, WA SHEET 1M60 JOB NO. 586456 -02 COMP NO. NO. 02- 127 -1060 6.-V, UP _ 25' -0" 25'-O ...... 25'-O 8* DRAIN HUB --,. 1/2-A DN SEE DETAIL 1M110 14502 3/4"-PW DN TO HOSE 818 3/4"-PW DN TO HOSE BIB 36 AFF (TYP) 1 1/4x3/4 P- L L. 4* ROOF DRAIN I I; r PIPING. SEE A501 ,1 -1 1/2"-A EL 16'-3 Li tl I (1-4 IL\ AEL 3/4"-PW ;„.1tiffor., 4* ROOF N UP \-1/2'271F1,/- SEE DETk,11.i ---111.1110 11502 I 1, I 1 4, 1 p I Tit- V SEE 14460 2-V, DN SAFETY SHOWER FOR COW. SEE & EYE WASH M504 (TYP ALL SEE DETAIL VENT PIPING) 1M110 41503 411%. w ,.111000011;100 1/2"-A D SEE DETAI MAS 1 1/2"-A ..s. UP al& 1 1 0 M502 "-PW DN 0 HOSE 818 1 1/2"--V, DN - 4,-41 1/2.-V, ON I, ; 3/e-HW liA Ltr-HWC, DN CIRCULATOR El 2"-V, UP 1/2"-CW 11—.1 ; 1/2*-cwf-s% 1/2'-Hyi • .• LJ irk 1 '1 M501 II 'A V111111161',18 w 5/8'-HWC-. • 5/8-.1111C DN 141110 - 1/4-49, •••• M50 FD 01 -1" WATER HEATER AZIA S-8 971VE- 4 IL) RED TEE 3x2 1/2 Da NU;Fuqui 1 3.-tfr1 t•- • .4, 1-t- 6x3 (TYP) _3_ —1 1/2--cw 1 1 II S-7 " S- ri u • AIR IIECV12/ 1 1 A1011h 1mi • No.1 AIR 1_ COMPRESSOF ..1./2"-CW 4 142WAWANTM MITAIMEN-ANIA or. AMP:. AI Bar TEM '• VAL 11 1/4.-CW-- 3/4"-PW DN INC TO HOSE BIB \-r-v DN _ 1 172. -A DN SEE DETAIL I41110 M502 r-CW, FOR CONT SEE 14160 1 st FLOOR PLAN SCALE: 1/4"=1'--0* -15AginEke:- 1 1/2"-A FILTERS S-4 41111 1ff TYP 4 H _ Irt‘ I No.2 AIR COMPRESSO FED-T/TEEr S-4 3 _I .43k TLY TYP 4 0 r ft ft 2-YD-M551 r-A & 4"--CW SEE 02 - YD-M133 A•RICMIT DATE DATE 1FC - PACKAGE 1, UDC 02-127 4585456-02 FIGI/CIDA 03.04.09 2 2010 CODE REVIEW & RE-ISSUE FOR 1FC 4586456-02 Rs/Cal 09.15.10 elfiriZEZAreff • -4 yp AIEL IBM .41 1 3* DRAIN HUB 17--1/, UP A 141110 41501 SZLNDER.2dE FILTERS OIL MIST ElJMINATORS 3 NET -A OIL COALESING FILTERS 4mA ACCEPTABIUTY SPECIFICADON HS DEW) ATCA404,0 APPRO•ED Err T. DESICCANT DRYERS DATE ..APAL-11111er 9 3*-A UP REVIEWED FOR CODE COMPLIANCE APP*OVED APR 1 City of Tukwila BUILDINS minim 1ST FLOOR PLAN - PLUMBING LEGEND GENERAL NOTES REFERENCE DRAWINGS 02-127-M311 02-127-41504 02-127-UGM110 02-127 -RF11110 02-127-M505 02-127-M506 CONSTRUCTION NOTES RECEIVED MAR 2 2 2011 PERMIT CENTER RE-ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 PARDO RESTSON 511ABOA BUILDING 02-127 MECHANICAL MASTER COL A/D-1/3 PLANT2, WA 2 DATE 09.15.10 1M110 586456-02 02-127-141110 FI Permit No. Plan �ryeview approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. R c I approved Field y and conditions is acknowled NG 2 By Date: Z / /ro /2o City Of Tukwila ®ULLIL9LIPS U CA3vL 1 JT LOCATION IN REGION DESCRIPTION OF WORK: CONSTRUCTION OF THE 02 -127 BUILDING (BOILER AND AIR COMPRESSOR UTILITIES) CONTRACTOR: 199 SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH, TUKWILA, WA. OWNER: BOEING COMMERCIAL AIRPLANE GROUP WEST REGION FACILITIES P.O. BOX 3707, M /S: 19 -35 SEATTLE, WASHINGTON 98124 -2207 LEGAL DESCRIPTION THE FOLLOWING LEGAL DESCRIPTION 15 BASED ON TRANSNATION TITLE REPORT ORDER NUMBER 867785, DATED AUGUST 3, 1998. A TRACT OF LAND BETWEEN THE OUWAMISH WATERWAY' AS ESTABUSHED BY COMMERCIAL WATERWAY DISTRICT N0.1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY SOUTH IN SECTIONS 28, 32 AND 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 28, THENCE SOUTH 88'09'49" EAST ALONG THE SOUTH LINE OF SAID SECTION 35.92 FEET TO A POINT ON A CURVE ON THE EASTERLY MARGIN OF 16TH AVENUE SOUTH FROM WHENCE THE CENTER BEARS NORTH 81'09'46" WEST 1960.08 FEET, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED TRACT OF LAND; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN AND SAID CURVE 235.12 FEET TO THE POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY MARLIN NORTH 01'57'52" EAST 534.65 FEET TO A POINT OF INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF SAID EAST MARGINAL WAY SOUTH, BEING 65 FEET DISTANT FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTTERUNE OF SAID EAST MARGINAL WAY SOUTH: THENCE ALONG SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH ON THE FOLLOWING COURSES: SOUTH 4752'17" EAST 1189.40 FEET TO THE SOUTH UNE OF SAID SECTION 28; THENCE SOUTH 88'09'49" EAST ALONG SAID SOUTH LINE 23.20 FEET; THENCE SOUTH 4752'17" EAST 761.35 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT OF RADIUS 2814.67 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE 1245.10 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 2732'06" EAST 165.28 FEET TO AN INTERSECTION WITH A UNE PARALLEL WITH AND 825 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM N0.42; THENCE LEAVING SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH AND PROCEEDING ALONG SAID PARALLEL LINE NORTH 89'12'23" WEST 1385.87 FEET TO A POINT ON THE NORTHEASTERLY RIGHT -OF -WAY LINE OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 53'50'05" WEST 1969.12 FEET; THENCE NORTHWESTERLY ALONG SAID RIGHT -OF -WAY LINE AND SAID CURVE 401.92 FEET TO THE POINT OF TANGENCY; THENCE NORTH 47'51'36" WEST ALONG SAID RIGHT -OF -WAY UNE 1068.05 FEET TO A POINT ON THE WESTERLY LINE OF THAT 11 FOOT VACATION OF 16TH AVENUE SOUTH AS RECORDED IN VOLUME 38, PAGE 455 OF KING COUNTY COUNCIL RECORDS DATED JUNE 24, 1940; THENCE NORTH 13'00'45" EAST ALONG SAID WESTERLY LINE 384.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY LINE NORTH 14'06'06" EAST 303.66 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 2,900,610 SQUARE FEET OR 66.588 ACRES 02 -41 - — TO EVERETT 0 o2- 02-45 -_-_- - _- .__.__ 02 -49 UKILTEO - -__- GATE B -18 - Fiii771i BOTHELL 02 -81 —1 4 11 to I� ,( O S i ly �r(j 02 -84 '1 / 02 -117 J SCALE: NONE 02 -126 REVIEWED FOR CODE��ppCOMPpLIANCE FFB 1 I; 2Q11 _ -- OD =a -- ;_ LYN -: FMOND: KIR LAND REIMOND - EVUE lecsl = BE __ --- - - - •L9 = 15SAOUAH PROJECT SITE B • 41.i' 0 u'w`'�`° SCALE NONE ft. � ' a _ � e-g,.. t 1.0.i 21 ! FON Al KENT -- i a = TO T• •AA IgnaBill REVISIONS too c anges shall be made to the scope of work without prior approval of Tukw Ia Building Division. f!OT4: revisions isions will require a new plan submittal and may include additional plan review fees. IFC - PACKAGE 1, BLDG 02 -127 J #586456 -02 2010 CODE REVIEW & RE -ISSUE FOR•6L ' • 48586456+02 81 HGI /R0G ARPROOM D1 03,04.09 CO ME CIAL AIRPLANE G PLANT 2 SUED FOR CONSTRUCT BUILDING 02 -127 VICINITY MAP DESCRIPTION OF WORK: CONSTRUCTION OF THE 02 -127 BUILDING (BOILER AND AIR COMPRESSOR UTILITIES) CONTRACTOR: 199 SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH, TUKWILA, WA. OWNER: BOEING COMMERCIAL AIRPLANE GROUP WEST REGION FACILITIES P.O. BOX 3707, M /S: 19 -35 SEATTLE, WASHINGTON 98124 -2207 LEGAL DESCRIPTION THE FOLLOWING LEGAL DESCRIPTION 15 BASED ON TRANSNATION TITLE REPORT ORDER NUMBER 867785, DATED AUGUST 3, 1998. A TRACT OF LAND BETWEEN THE OUWAMISH WATERWAY' AS ESTABUSHED BY COMMERCIAL WATERWAY DISTRICT N0.1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY SOUTH IN SECTIONS 28, 32 AND 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 28, THENCE SOUTH 88'09'49" EAST ALONG THE SOUTH LINE OF SAID SECTION 35.92 FEET TO A POINT ON A CURVE ON THE EASTERLY MARGIN OF 16TH AVENUE SOUTH FROM WHENCE THE CENTER BEARS NORTH 81'09'46" WEST 1960.08 FEET, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED TRACT OF LAND; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN AND SAID CURVE 235.12 FEET TO THE POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY MARLIN NORTH 01'57'52" EAST 534.65 FEET TO A POINT OF INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF SAID EAST MARGINAL WAY SOUTH, BEING 65 FEET DISTANT FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTTERUNE OF SAID EAST MARGINAL WAY SOUTH: THENCE ALONG SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH ON THE FOLLOWING COURSES: SOUTH 4752'17" EAST 1189.40 FEET TO THE SOUTH UNE OF SAID SECTION 28; THENCE SOUTH 88'09'49" EAST ALONG SAID SOUTH LINE 23.20 FEET; THENCE SOUTH 4752'17" EAST 761.35 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT OF RADIUS 2814.67 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE 1245.10 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 2732'06" EAST 165.28 FEET TO AN INTERSECTION WITH A UNE PARALLEL WITH AND 825 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM N0.42; THENCE LEAVING SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH AND PROCEEDING ALONG SAID PARALLEL LINE NORTH 89'12'23" WEST 1385.87 FEET TO A POINT ON THE NORTHEASTERLY RIGHT -OF -WAY LINE OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 53'50'05" WEST 1969.12 FEET; THENCE NORTHWESTERLY ALONG SAID RIGHT -OF -WAY LINE AND SAID CURVE 401.92 FEET TO THE POINT OF TANGENCY; THENCE NORTH 47'51'36" WEST ALONG SAID RIGHT -OF -WAY UNE 1068.05 FEET TO A POINT ON THE WESTERLY LINE OF THAT 11 FOOT VACATION OF 16TH AVENUE SOUTH AS RECORDED IN VOLUME 38, PAGE 455 OF KING COUNTY COUNCIL RECORDS DATED JUNE 24, 1940; THENCE NORTH 13'00'45" EAST ALONG SAID WESTERLY LINE 384.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY LINE NORTH 14'06'06" EAST 303.66 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 2,900,610 SQUARE FEET OR 66.588 ACRES 02 -41 02 -40 l y� i1 02 -44 02-45 02 -49 GATE B -18 D SITE ACCESS BUILDING 02 -127 PROJECT SITE " . -� ) r5 V j 1 02 -81 —1 02 -80 11 to I� ,( O S i ly �r(j 02 -84 '1 / 02 -117 J SCALE: NONE 02 -126 REVIEWED FOR CODE��ppCOMPpLIANCE FFB 1 I; 2Q11 DL- City of Tukwila BUILDING DIVISInN CODE SUMMARY CODES INTERNATIONAL BUILDING CODE (IBC) 2009 EDITION AS ADOPTED BY THE CITY 01 TUKWILA INTERNATIONAL FIRE CODE (IFC) 2009 EDITION NATIONAL FIRE PROTECTION AGENCY (NFPA) 2004 EDITION 2006 WASHINGTON STATE NONRESIDENTIAL ENERGY CODE (WSNREC) OCCUPANCY GROUP: GROUP F -1 CONSTRUCTION TYPE: EXTERIOR WALL FIRE RESISTANCE: IBC TABLE 602 MAXIMUM AREA WALL OPENINGS: IBC TABLE 704.0.1 MINIMUN BUILDING SEPARATION REQUIRED: PROPOSED BUILDING AREA: (BUILDING 02 -177) AREA ALLOWED IBC 503 BUILDING HEIGHT: FIRE PROTECTION SYSTEMS: MEANS OF EGRESS: OCCUPANT LOAD: CONTROL ROOM MECHANICAL ROOM TYPE II - B NONE REQUIRED AS THE SEPARATION DISTANCE 5 10 FEET OR GREATER UNLIMITED UNPROTECTED WALL OPENINGS ARE ALLOWED AS FIRE SEPARATION DISTANCE 5 GREATER THAN 5 -0' MINIMUM OF 10 FEET 'FIRE SEPARATION DISTANCE' (IBC TABLE 702) FOR UNRATED EXTERIOR WALLS ENCLOSED FLOOR AREA = 3,175 SF BENEATH CANOPY ROOF = 293 SF TOTAL BUILDING AREA = 3,468 SF 15,500 SF + INCREASES (NONE REQ'D) 55 FT ALLOWABLE (TABLE 503) 25' -6"± PROPOSED PROVIDED, ALTHOUGH NOT REQUIRED BY IBC 903 AREA IN SF PER OCCUPANT = 339 SF ® 100 SF/ OCC = 4 OCC = 2836 SF ® 300 SF /OCC = 10 OCC. TOTAL OCCUPANTS = 14 OCC. EXIT ACCESS: ACCESS THROUGH ADJOINING ROOMS OR SPACES IS NOT PROHIBITED WHEN THE ADJOINING SPACE OR INTERVENING ROOMS ARE OF SAME OR LESSER HAZARD OCCUPANCY GROUP. NUMBER OF EXITS REQUIRED: TOO (BOILER ROOMS OVER 500 5.4, & FUEL FIRED EQUIPMENT 5 OVER 400,000 B.T.U.) IBC 1015.3 EXIT AND EXIT ACCESS DOORWAYS: TWO EXIT ACCESS DOORWAYS ARE PROVIDED SEPARATED BY A HORIZONTAL DISTANCE EOUAL TO ONE HALF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DISTANCE OF THE ROOM. ACGESSIBLITY: ' DESIGN MEETS WASHINGTON STATE ACCESSIBILIT( REQUIREMENTS (IBC 11) a Y4°N 91 APPROVED HGI /ROC 09.15.10 gLAVIZEArAria ACCEPTABIUTY THIS DESIGN 900/08 SPECIFICATION B APPROVED DEFT. DATE A BHAARA 811 0. 54 0. ALCH D. BA-CH CHECKED L 005010VE 09.15.08 03,03.09 03.03.09 SEFARATE PERMIT REQUIRED FOR: h. nical al m'ng 0 Gas Piping City of Tukwila w.r)ING DIVISION LIP ECEIVE JAN 2 4 2011 T CE CENTER PROJECT SUMMARY DESCRIPTION OF WORK: CONSTRUCTION OF THE 02 -127 BUILDING (BOILER AND AIR COMPRESSOR UTILITIES) CONTRACTOR: 199 SITE ADDRESS: 8123 EAST MARGINAL WAY SOUTH, TUKWILA, WA. OWNER: BOEING COMMERCIAL AIRPLANE GROUP WEST REGION FACILITIES P.O. BOX 3707, M /S: 19 -35 SEATTLE, WASHINGTON 98124 -2207 LEGAL DESCRIPTION THE FOLLOWING LEGAL DESCRIPTION 15 BASED ON TRANSNATION TITLE REPORT ORDER NUMBER 867785, DATED AUGUST 3, 1998. A TRACT OF LAND BETWEEN THE OUWAMISH WATERWAY' AS ESTABUSHED BY COMMERCIAL WATERWAY DISTRICT N0.1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY SOUTH IN SECTIONS 28, 32 AND 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 28, THENCE SOUTH 88'09'49" EAST ALONG THE SOUTH LINE OF SAID SECTION 35.92 FEET TO A POINT ON A CURVE ON THE EASTERLY MARGIN OF 16TH AVENUE SOUTH FROM WHENCE THE CENTER BEARS NORTH 81'09'46" WEST 1960.08 FEET, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED TRACT OF LAND; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN AND SAID CURVE 235.12 FEET TO THE POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY MARLIN NORTH 01'57'52" EAST 534.65 FEET TO A POINT OF INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF SAID EAST MARGINAL WAY SOUTH, BEING 65 FEET DISTANT FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTTERUNE OF SAID EAST MARGINAL WAY SOUTH: THENCE ALONG SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH ON THE FOLLOWING COURSES: SOUTH 4752'17" EAST 1189.40 FEET TO THE SOUTH UNE OF SAID SECTION 28; THENCE SOUTH 88'09'49" EAST ALONG SAID SOUTH LINE 23.20 FEET; THENCE SOUTH 4752'17" EAST 761.35 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT OF RADIUS 2814.67 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE 1245.10 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 2732'06" EAST 165.28 FEET TO AN INTERSECTION WITH A UNE PARALLEL WITH AND 825 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM N0.42; THENCE LEAVING SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH AND PROCEEDING ALONG SAID PARALLEL LINE NORTH 89'12'23" WEST 1385.87 FEET TO A POINT ON THE NORTHEASTERLY RIGHT -OF -WAY LINE OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 53'50'05" WEST 1969.12 FEET; THENCE NORTHWESTERLY ALONG SAID RIGHT -OF -WAY LINE AND SAID CURVE 401.92 FEET TO THE POINT OF TANGENCY; THENCE NORTH 47'51'36" WEST ALONG SAID RIGHT -OF -WAY UNE 1068.05 FEET TO A POINT ON THE WESTERLY LINE OF THAT 11 FOOT VACATION OF 16TH AVENUE SOUTH AS RECORDED IN VOLUME 38, PAGE 455 OF KING COUNTY COUNCIL RECORDS DATED JUNE 24, 1940; THENCE NORTH 13'00'45" EAST ALONG SAID WESTERLY LINE 384.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY LINE NORTH 14'06'06" EAST 303.66 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 2,900,610 SQUARE FEET OR 66.588 ACRES PGW Olb EUDIRL COVER SHEET RE- ISSUED FOR CONSTRUCTION CURRENT «0VL5014 OL Harris Group Inc. 12395.00 09.15.10 03.03.09 APPROVED COLLO APPROVED 03.0359 03.03.09 GENERAL MASTER BUILDING 02 -127 SHEET GO 400 N0. 586456 -02 PLANT 2, WA 0W0 N0 02- 127 -GO PIPE FITTING SYMBOLS 1 PIPING SYMBOLS REDUCER, CONCENTRIC REDUCER, ECCENTRIC UNION, SCREWED ELBOW, TURNING DOWN OR AWAY ELBOW, TURNING UP OR TOWARD TEE, OUTLET DOWN OR AWAY TEE, OUTLET UP OR TOWARD CAP, SCREWED OR SOLDER JOINT BUNG FLANGE +a PWG D CAP. WELDED OR GROOVED ELBOW, 90' TEE CROSS WASTE FITDNG SYMBOLS LATERAL WASTE PIPING OUARTER BEND SANITARY WYE AND 1/8 BEND ELBOW, 45' FC0 woo o „TR RD FD FS FED FUD CLEAN OUT, FLOOR CLEAN OUT, WALL VENT THRU ROOF ROOF DRAIN FLOOR DRAIN FLOOR SINK FUNNEL FLOOR DRAIN FUNNEL DRAIN VALVE SYMBOLS 6d GATE VALVE, OUTSIDE SCREW AND YOKE GATE VALVE, (NORMALLY OPEN) GATE VALVE. (NORMALLY CLOSED) GATE VALVE WITH HOSE CONNECTION BALL VALVE, (NORMALCY OPEN) BALL VALVE, (NORMALLY CLOSED) BUTTERFLY VALVE GLOBE VALVE. (NORMALLY OPEN) GLOBE VALVE, (NORMALLY CLOSED) ANGLE GLOBE VALVE, PLAN ANGLE GLOBE VALVE, ELEVATION PLUG VALVE /STOP COCK CHECK VALVE 3 WAY VALVE BALANCING VALVE WITHOUT METERING PORTS 400 BALANCING VALVE WITH METERING PORTS AUTOMATIC FLOW CONTROL VALVE NUMBER INDICATES GPM FLOAT VALVE NEEDLE VALVE Fe HOSE BIB PRESSURE REDUCING /REGULATING VALVE WITH EXTERNAL PRESSURE TAP PREP COIN IAEEDUCING /REGULATING VALVE PRESSURE. RELIEF /SAFETY VALVE VALVE SYMBOLS CONT. MOTOR OPERATED VALVE SOLENOID OPERATED VALVE 3 WAY CONTROL VALVE CONTROL VALVE QUICK OPENING QUICK CLOSING, FUSIBLE UNK VALVE IN RISER M CELLANEOUS PIPING SYMBOLS ACM - 4AV A A A e EQUIPMENT MARK NUMBER (SEE EQUIPMENT SCHEDULES FOR ABBREVIATIONS) POINT OF CONNECTION AIR VENT, AUTOMATIC (WITH GRAIN) AIR VENT, MANUAL (WRH DRAIN) BACKFLOW PREVENTER COOUNG COIL HEATING COIL EXPANSION JOINT FLOWMETER, ORIFICE FLOWMETER, VENTURI PRESSURE GAGE WITH VALVE STRAINER, WYE WITH BLOW OFF STRAINER, WYE STRAINER, BASKET STRAINER, DUPLEX. TEST PLUG (PETE'S PLUG) TRAP SEAL PRIMER VALVE STEAM TRAP VALVE BOX PIPE GUIDE PIPE SUPPORT HANGER SPRING HANGER PIPE ANCHOR NITROGEN GAS OUTLET, HARD PIPE NITROGEN GAS DROP, HOSE VACUUM OUTLET, HARD PIPE VACUUM DROP. HOSE VACUUM CLEANING OUTLET SIMPLEX .AIR DROP, HOSE DUPLEX AIR. DROP, HOSE SIMPLEX AIR OUTLET, HARD PIPE DUPLEX AIR OUTLET, HARD PIPE DRAIN PIPING IDENTIFICATION SYMBOLS AIR CONDITIONING. REFRIGERATION AND COOLING SYMBOLS PLUMBING AND MISCELLANEOUS SYMBOLS CONT. — CHWS - - CHWR - -CLWS- -CLWR- - CTFS - - CTFR — — CTWS — — CTWR — — HPWS - - HPWR - - CLD - - RS- - RL- - RHG — CHILLED WATER SUPPLY CHILLED WATER RETURN COOLING WATER SUPPLY COOUNG WATER RETURN COOLING TOWER FILTER SUPPLY COOLING TOWER FILTER RETURN ((FRO 000LINEG TOWWEER)SUPPLY (00 COOLING TOWER)R RETURN HEAT PUMP WATER SUPPLY HEAT PUMP WATER RETURN CLEAR WATER DRAIN (CONDENSATION) REFRIGERANT REFRIGERANT REFRIGERANT HEATING SYMBOLS --- HISS — HIWR - - STM — — HPS - - MPS- - UPS — — HPR - -C- - PC- -CD- - HPC - -MPC- -LPC- - BBD - - BFW — SUCTION (GAS) LIQUID H01 GAS HEATING WATER SUPPLY HEATING WATER RETURN STEAM SUPPLY HIGH PRESSURE STEAM SUPPLE (125 - 250 P510) MEDIUM PRESSURE STEAM SUPPLY (15 - 125 PSIG) LOW PRESSURE STEAM SUPPLY (0 - 15 PSIG) CONDENSATE RETURN (PRESSURE). STEAM CONDENSATE RETURN (GRAVITY), STEAM CONDENSATE (PUMPED), STEAM CONDENSATE DRAIN CONDENSATE, STEAM (HIGH PRESSURE) CONDENSATE, STEAM (MEDIUM PRESSURE) CONDENSATE, STEAM (LOW PRESSURE) BOILER BLOW DOWN BOILER FEED WATER FUEL OIL SYMBOLS — FO — — FOD- --- FOG --- — FOS — — FOR --- - -- FOV- - FOF — FUEL OIL FUEL OIL DISCHARGE FUEL FUEL FUEL FUEL OIL GAUGE OIL SUPPLY OIL RETURN OIL VENT FUEL OIL FILL LINE PLUMBING AND MISCELLANEOUS SYMBOLS —A- -IA- -CF- -F- -S- - G --- LPG --- --- LN2 - - GN2 — — VAC — — CLV — SYN HY APPROVED DAR s1a APPROVED COMPRESSED AIR (100 PSIG NOMINAL) INSTRUMENT AIR CHEMICAL FEED FIRE LINE (AHEAD OF ALARM VALVE) SPRINKLER LINE (DOWNSTREAM OF ALARM VALVE) NATURAL GAS LIQUID PETROLEUM GAS LIQU10 NITROGEN GASEOUS NITROGEN VACUUM VACUUM CLEANING DATE 1FC - PACKAGE 1. BLDG 02 -127 41586456 -02 2 2010 CODE REVIEW & RE -155UE FOR BC 4586450 -02 HO/GEM HGI /GEM 03.04.09 09.15.10 —VPD- - CW - -HW- -HWC- - DI- - DW - -PW- -AW- - CRV - - CRW - -ID- - IW - - SAN - -STS- - RWL - -V— VACUUM PUMP DISCHARGE COLD WATER, DOMESTIC HOT WATER, DOMESTIC H01 WATER, CIRCULATING DOMESTIC DEIONIZED WATER DISTILLED WATER PROCESS WATER ACID WASTE CORROSION RESISTANT VENT CORROSION RESISTANT WASTE INDIRECT DRAIN INDUSTRIAL WASTE SANITARY WASTE STORM DRAIN RAIN WATER LEADER VENT HVAC SYMBOLS BASIC DUCTWORK SYMBOL$ RECTANGULAR DUCT (FIRS1 NUMBER INDICATES SIZE FOR SIDE SHOWN) b 240 AD HVAC SYMBOLS CONT. GRILLES. LOUVERS. DIFFUSERS AND OPENING SYMBOLS CONT, SIZE MAX CFM ROUND DUCT (NUMBER INDICATES DIAMETER) SUPPLY AIR DUCT RECTANGULAR ELE(OW TURNING TOWARD SUPPLY AtR DUCT, RECTANGULAR ELBOW TURNING AWAY EXHAUST AIR OR RETURN AIR DUCT RECTANGULAR ELBOW TURNING TOWARD EXHAUST AIR OR RETURN AIR DUCT RECTANGULAR ELBOW TURNING AWAY RECTANGULAR DUCT, SQUARE ELBOW, SHOWN WITH TURNING VANES ROUND DUCT, ELBOW TURNING TOWARD ELBOW ROUND DUCT AWAY FLEXIBLE DUCT (FDC) FLEXIBLE DUCT CONNECTION • DUCTWORK AIRFLOW DIRECTION ACCESS DOOR (AD), ACCESS PANEL (AP) GRILLES, LOUVERS. CFM CFM RR RG ER 00 SD SG SR TG SD 12/6 IJ100 CFM 12/6 100 CFM 11 RG 12/6 X 100 CFM ZLAsiecriEzAr. ® 400 CFM SD 12/12 400 CFM SD 12 O 400 CFM �I P,G 24X24 (L1100 CFM DIFFUSERS. AND OPENING SYMBOLS SUPPLY OR OUTSIDE AIR FLOW DIRECTION RETURN FW TRANSFER IR NOR EXHAUST RETURN REGISTER RETURN GRILLE EXHAUST REGISTER EXHAUST GRILL SUPPLY DIFFUSER SUPPLY GRILLE SUPPLY REGISTER TRANSFER GRILLE SIDEWALL SUPPLY AIR DIFFUSER, GRILLE OR REGISTER SCREENED OPENING SIDEWALL RETURN EXHAUST AIR GRILLE OR REGISTER SUPPLY OUTLET DIFFUSER. GRILLE OR REGISTER SUPPLY OUTLET DIFFUSER. GRILLE OR REGISTER SUPPLY OUTLET ROUND DIFFUSER RETURN /EXHAUST REGISTER OR GRILLE ACCEPTABILITY THIS DESIGN AND/0R 00E000000N IS APPROVED 100 CFM CG 24/24 i4-1100 CFM NON- DUCTED FAN, AXIAL FLOW LINEAR DIFFUSER RETURN /RELIEF GRILLE, CEILING TYPE DUCT MOUNTED EOUIPMENT SYMBOLS GI CENTRIFIGAL FAN l_l CENTRIFIGAL FAN, INLET GUIDE VANES r UNIT HEATER TERMINAL UNIT INSTRUMENTATION AND CONTROL SYMBOLS DUCT TYPE HEAT DETECTOR DUCT TYPE SMOKE DETECTOR DUCT TYPE TEMPERATURE SENSOR CO TEMPERATURE TRANSMITTER Q THERMOSTAT ON HUMIDISTAT APP0000' Hr OUT. 001E /P 9. GWINN DAMPER SYMBOLS VOLUME DAMPER OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER BACK DRAFT DAMPER (ALLOWS FLOW 444 DIRECTION OF ARROW) FIRE DAMPER (1 HOUR) FIRE DAMPER (2 HOUR) SMOKE DAMPER FIRE /SMOKE DAMPER REVIEWED FOR CODE COMPLIANCE APPRilVFD FEB 16 2011 City of Tukwila BUILDING nIVISION LEGEND ECEBVED JAN 24 2011 CENTER RE- ISSUED FOR CONSTRUCTION DIADEM NE1SION Harris Group Inc. 12395.00 07180E r DATE 09.15.10 TOL 03.03.09 MECHANICAL MASTER BUILDING 02 -127 PLANT2, WA 'HEE0 M1 000 N0. 586456 -02 fXJMP N0. DWG NO. 02 -127 -M 1 V V 0 BOILER SCHEDULE EQUIP. NO, LOCATION FUNCTION SB -01 5B -02 1 -A.7/2 1 -8.5/2 MEDIUM PRESS. SIM MEDIUM PRESS. 5TM RATING LB /HR 20144 20144 RATING BLR HP 600 600 FUEL NAT. GAS NAT. GAS HEAT INPUT MBTU /HR 24494 24494 PRESS. PSIG 125 125 TEMP. 'F 353 (SAT.) FAN RPM HP 60 VOLTS 480 ELECTRICAL PHASE 3 Hz 60 WEIGHT LBS. 64295 BASIS OF DESIGN MANUFACTURER MODEL CLEAVER - BROOKS C8 -11600 REMARKS OPERATING 353 (SAT'.) 60 480 60 64295 CLEAVER - BROOKS CB -11600 STANDBY AR COMPRESSOR SCHEDULE EQUIP. N0. LOCATION FUNCTION AC -01 1 -C /2 100 PSIG AR SYSTEM RATING LB /SEC 0.55 RATING SCFM RPM HP 438 Variable 100 VOLTS 480 ELECTRICAL PHASE 3 Hz 60 WEIGHT LBS. 3310 BASIS OF DESIGN MANUFACTURER MODEL KAESER SFC75S REMARKS OPERATING AC -02 1 -0.5/2 100 PSIG AIR SYSTEM 0.55 438 Variable 100 480 3 60 3310 KAESER 500755 STANDBY ACCESSORIES W /KAESSER AAD -6550 TRAP W/KAESSER AND-6550 TRAP EQUIP. NO LOCATION FUNCTION AD -01 1 -D /3 AD -02 1 -C.6/3 NOTES: 1. RATINGS AT 100 PSIG DRYER FOR 100 P510 AIR SYSTEM DRYER FOR 100 PSIG AIR SYSTEM INLET RATING SCFM 590 OUTLET RATING SCFM 500 DEWPOINT 'F AR DRYER SCHEDULE HEATER DESIGN ELECTRICAL KW STAMP -40 NONE 590 500 -40 NONE ASME SECT. V111 DIV. 1 ASME SECT. 9111 DIV. 1 VOLTS 115 PHASE 1 Hz 60 WEIGHT LBS. 1473 BASIS OF DESIGN MANUFACTURER MODEL KAESER KAD -590 REMARKS OPERATING 115 60 1473 KAESER KAD -590 STANDBY NOTES: 1. RATINGS AT 100 PSIG 2. STAMP ASME SECT VIII DIV. 1 CONDENSATE FILTER SCHEDULE RATING COMPRESSED PRESS. DROP AIR FILTER WEIGHT SCHEDULE MOP BASIS OF DESIGN FILTER DRAIN REMARKS EQUIP. NO. LOCATION FUNCTION SCFM PSIG, WET LBS. PSIG MANUFACTURER MODEL MODEL AF -01 1- C.5/1.8 LIQUID SEPARATOR 625 1.5 33 250 KAESER KFS -625 AMD -6550 OPERATING AF -02 1- C.6/1.8 LIQUID SEPARATOR 625 1.5 33 250 KAESER KFS -625 AND-6550 STANDBY AF -03 1 -0/2.2 OIL MIST ELIMINATOR 500 1 231 150 KAESER OME -500 AMD -1550 OPERATING AF -04 I -0/2.4 OIL MIST ELIMINATOR 500 1 231 150 KAESER 011E -500 AMD -1550 STANDBY AF -05 1 -D/2.6 COALESING OIL REMOVAL 625 3 33 250 KAESER KOR -625 AND- OPERATING NOTE 2 AF -D6 1-0/27 COALESING OIL REMOVAL 625 3 33 250 KAESER KOR -625 AMD -1550 STANDBY NOTE 2 AF -07 1 -C.5/3 PARTICULATE FILTER 625 1 33 250 KAESER KPF -RF -625 MANUAL OPERATING AF -08 1 -C.3/3 PARTICULATE FILTER 625 1 33 250 KAESER KPF -RF -625 MANUAL STANDBY NOTES: 1. RATINGS AT 100 PSIG 2. STAMP ASME SECT VIII DIV. 1 CONDENSATE FILTER SCHEDULE EQUIP. N0. LOCATION FUNCTION RATING WEIGHT BASIS OF DESIGN REMARKS SCFM LBS. MANUFACTURER MODEL CF -01 1 -D /2 CONDENSATE 01` REMOVAL 500 25 KAESER. KCF -100 OPERATING CF -02 1 -0/2 CONDENSATE OIL REMOVAL 500 25 KAESER KCF -100 STANDBY TAG NO. LOCATION SERVES FILTER SCHEDULE BASIS OF DESIGN EFFICIENCY TYPE SIZE REMARKS ACCESSSORIES F -01 1 -9.5/1 HIGH BAY 25 1/4 x 17 7/8 QTY 12 20% FIBERGLASS F -02 1 -B/1 HIGH BAY 25 1/4 x 17 7/8 QTY 12 20% FIBERGLASS F -03 1 -D/2.5 HIGH BAY 25 1/4 x 17 7/8 QTY 12 20% FIBERGLASS F -04 1-C.5/1.5 OFFICE 30% PRESSURE VESSEL /TANK SCHEDULE 00110. NO LOCATION FUNCTION CAPACITY GAL. RATING UNITS OPERATING DESIGN DESIGN BASIS OF DESIGN TEMP. 'F PRESS. PSIG TEMP. 'F CDT -01 1 -A/1.4 DAT -01 1 -9/2 CONDENSATE STORAGE DEAERATOR/ STORAGE 1300 200 ATM 200 PRESS. PSIG ATM STAMP NA. MANUFACTURER BFS INDUSTRIES MODEL REMARKS ACCESSSORIES 1028 50000 LB /HR 227 5 300 50 ASME BFS 190051RIE5 1OS 50MT EDT -01 1 -94/1 BOILER BLOW 212 ATM 450 250 ASME PENN SEPARATOR A34 W/16 DF COOLER, 1 1/2" VALVE, STRAINER & THERMOMETER AR- 01 -0. 9/1.8 100 PSIG AIR RECEIVER 1060 175 450 ASIA SECT. MANCHESTER TANK, 137 VIII DIV. 1 48%144" VERTICAL W /KAESER AMD -6550 TRAP HEAT EXCHANGER SCHEDULE EOUIP. N0. LOCATION SERVES 973- 01 1 -9.7/2 BOILER N0. 1 HTX -02 1 -8.5/2 B01110 NO. 2 HEAT TRANSFER 400 1dBH 400 118.4 FLOW, PPH /ATER SIDE EWT F FLUE GAS SIDE DESIGN DESIGN 'HEIGHT LWT F FLOW, PPH EGT F LGT F CONDITION 20,000 227 247 21,400 370 305 20,000 227 247 21,400 370 305 450 P510 /600 F 450 PS10 /600 F STAMP ASME VIII DP/ 1 LES. 2,560 ASME VIII DIV 11I 2,660 BASIS OF DESIGN MANUFACTURER MODEL CANNON 801110 WORKS CANNON BOILER WORKS REMARKS ACCESSSORIES PUMP SCHEDULE EQUIP. N0. LOCATION SERVES FUNCTION GPM HEAD FEET RPM HP ELECTRICAL VOLTS PHASE Hz WEIGHT LBS. BASIS OF DESIGN MANUFACTURER MODEL CDP -01 1 -A/1.3 CDP -02 CDT -01 CONDENSATE TRANSFER PUMP 116 92 1-9/1 5 FWP -01 CDT -01 CONDENSATE TRANSFER PUMP 116 92 1-A/1.9 DAT -01 FWP -02 1 -A/2 DAT- 01 FWP -03 1 -A/2.1 DAT- 01 BOILER FEEDWATER PUMP 80 425 3500 5 460 3 60 MEPCO MC10289 3500 5 460 3 60 MEPC0 MC10289 3500 15 460 3 60 GRUNDFOS CR15 BOILER FEEDWATER PUMP WHP -01 1- 0.2/1.8 WH -01 BO 425 3500 15 460 3 60 GRUNDFOS CR15 BOILER FEEDWATER PUMP SYM 1 2 HOT WATER RECIRCULATION IFC - PACKAGE 1. BLDG 02 -127 4585456 -02 2010 CODE REVIEW k RE -ISSUE FOR IFC 48586456 -02 80 425 3500 15 460 3 60 GRUNDFOS CR15 REMARKS SUPPLIED W /CDT -01 SUPPLIED W /CDT -01 VFD, SUPPLIED W /DAT -01 VFD, SUPPLIED W /OAT -01 VFD, SUPPLIED W /DAT -01 2 12 2800 55 WATT 115 1 60 9 BELL GOSSETT N8F- 10S /LW 09.15.10 r...401d72E4rArta HtVIty to rUh CODE COMPLIANCE, . Pocinvim FEB 16 2U11 City of Tukwila BUILDING DIVISION ECEWE JAN 24 2011 CENT RE- ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 ACCEPTABILITY THIS DESIGN NW /O9ZR SPELFICA ION 19 Mi'RO'v4D 1031.08 P. TSCHERNEDA 03.03.09 10.31.08 03.03.09 web gel= B. 080111 03.03.09_.MECHAIICAL MASTER EQUIPMENT SCHEDULES DAIS 09 15.10 BUILDING 02 -127 M2A JOB HO. 586456 -02 COUP NO. P1ANT2, WA 6woTo. 02- 127 -M2A EQUIP. NO. LOCATION SERVES DESCRIPTION TYPE MIN. OSA CFM AIR HANDLING UNIT SCHEDULE SUPPLY FAN DATA HEATING DATA AHU-01 1-c.5/1.5 CONTROL/ ELECTRICAL CONSTANT AIR VOLUME INDOOR 15 AIRFLOW CFM 300 EXT. S.P. IN WG FAN RPM HP DRIVE VOLTS ELECTRICAL PHASE KW Hz EAT 'F LAT 'F WEIGHT BASIS OF DESIGN MANUFACTURER 2 60 92 MODEL BCHC 012 02 REMARKS/ ACCESSORIES W /ECONOMIZER, 2 -STAGE 2.01401 DUCT HEATER EQUIP. N0. LOCATION SERVES TYPE UH -01 1 -A /1 HIGH BAY UH -02 1 -C /1 HIGH BAY HORIZONTAL STEAM AIRFLOW CFM 2000 HEATING 1 FAN UNITS HP 132 MBH 1/3 AIR TEMP. EAT 'F LAT 'F 26 45 UNIT HEATER SCHEDULE STEAM PSIG .F ELECTRICAL WEIGHT LB /HR VOLTS PHASE Hz LBS BASIS OF DESIGN MANUFACTURER REMARKS MODEL ACCESSSORIES 125 350 316 115 1 60 74 HORIZONTAL STEAM 2000 132 MBH 1/3 26 45 125 350 316 115 1 60 74 TRANE TRANE UHSB -132 MOUNT 13' AFF UHSB -132 MOUNT 13' AFF UH -03 1 -D /3 HIGH BAY UH -04 1 -D /1 ELEC. ROOM HORIZONTAL STEAM HORIZONTAL ELECTRIC 2000 132 MBH 1/3 26 45 125 350 316 115 60 74 400 3.3 KW 1/125 45 71 480 3 60 TRANE TRANE LIHSB -132 UF1EC -033 MOUNT 13' AFF MOUNT 9' AFF DOMESTIC WATER HEATER SCHEDULE FAN SCHEDULE EQUIP. N0. EQUIP. NU. LOCATION) SERVES FUNCTION) TYPE AIRFLOW S.P. FAN HP DINE ELECTRICAL WEIGHT - BASIS OF DESIGN REMARKS _ VOLTS PHASE Hz LBS. MANUFACTURER MODEL ACCESSSORIES CFM IN. WG RPM SF -01 1 -A.5/1 HIGH BAY COMBUSTION/ VENTILATION SIDEWALL PROPELLER 10,400 0.625 VAR 3 BELT 480 3 60 -_ COOK 42EWB614B W /FILTER HOUSING. WIRE GUARD & MOTORIZED DAMPER SF -02 1 -B/1 HIGH BAY COMBUSTION/ VENTILATION SIDEWALL PROPELLER 10,400 0.625 VAR 3 BELT 480 3 60 2 COOK 42E58614B W /FILTER HOUSING, WIRE GUARD At MOTORIZED DAMPER SF -03 1 -D/2.5 HIGH BAY COMBUSTION/ VENTILATION SIDEWALL PROPELLER 10,400 _ 0.625 VAR 3 BELT 480 3 60 MINI PORTA -FEED COOK 42EWB6148 W /FILTER HOUSING, MOTORIZED RAMPED _ EQUIP. N0. LOCATION SERVES TYPE UH -01 1 -A /1 HIGH BAY UH -02 1 -C /1 HIGH BAY HORIZONTAL STEAM AIRFLOW CFM 2000 HEATING 1 FAN UNITS HP 132 MBH 1/3 AIR TEMP. EAT 'F LAT 'F 26 45 UNIT HEATER SCHEDULE STEAM PSIG .F ELECTRICAL WEIGHT LB /HR VOLTS PHASE Hz LBS BASIS OF DESIGN MANUFACTURER REMARKS MODEL ACCESSSORIES 125 350 316 115 1 60 74 HORIZONTAL STEAM 2000 132 MBH 1/3 26 45 125 350 316 115 1 60 74 TRANE TRANE UHSB -132 MOUNT 13' AFF UHSB -132 MOUNT 13' AFF UH -03 1 -D /3 HIGH BAY UH -04 1 -D /1 ELEC. ROOM HORIZONTAL STEAM HORIZONTAL ELECTRIC 2000 132 MBH 1/3 26 45 125 350 316 115 60 74 400 3.3 KW 1/125 45 71 480 3 60 TRANE TRANE LIHSB -132 UF1EC -033 MOUNT 13' AFF MOUNT 9' AFF DOMESTIC WATER HEATER SCHEDULE TAG N0. EQUIP. N0. LOCATION SERVES TYPE CAPACITY STAMP RECOVER( RATE ELECTRICAL BASIS OF DESIGN ORIFICE REMARKS GALS. HR GAL /HR RISE 'F ELEM. ND. MAX. KW VOLTS PHASE Hz MANUFACTURER MODEL ACCESSORIES WH -01 1-C.1/1 8 DOMESTIC WATER ELECTRIC 119 ASME 22 110 1 6 1 480 3 60 A0. SMITH DSE -120 1, 2, 3 BOILER DEAERATOR POTABLE WTR. 80 -_ REMARKS /ACCESSORIES 1. COMBINATION TEMPERATURE /PRESSURE RELIEF VALVE 2 125 PSIG WORKING PRESSURE, ASME CONSTRUCTION 3. CONTROLS: 120V CONTROL CIRCUT TP,ANSFQRMER, LOW WATER CUTOFF, THERMOSTAT STEP, HIGH AND LOW PRESSURE LIMIT SWITCHES, IMMERSION RESET HIGH LIMITS, INIDCATING /PILOT LIGHTS SAFETY REUEF VALVE SCHEDULE TAG N0. P &ID OTY SERVES SET PR. FLOW BODY INLET OUTLET ORIFICE ORIFICE BASIS OF DESIGN REMARKS PSIG Orr/UNITS MAIL. LETTER AREA IN2 MANUFACTURER MODEL SRV -01 M312 2 BOILER 2 CU. FT 29 GPM RESIN 1 1/2" WS -060 INT -03 1 -A.2/3 SOFTENER BRINE SUPPUED BY VENDOR SRV -02 SRV -03 PRV -04 M312 M312 M311 4 1 I BOILER DEAERATOR POTABLE WTR. 80 -_ A/2.6 2 1/2" 1" 75 NEXGUARD 22130 NALCO MINI PORTA -FEED SUPPUED BY VENDOR WT-05 1 -A /2.6 SUPPUED BY VENDOR 75 CAUSTIC SRV-05 M311 2 01R COMPRESSOR 1 -A/2.6 BOILER WATER TREATMENT 75 SULFITE NALCO o MINI ORTA -FEED W /(2) METERING PUMPS WT -07 SUPPLIED BY VENDOR SRV -06 M311 1 AIR RECEIVER NALCO MINI PORTA -FEED W/ METERING PUMP SUPPLIED BY VENDOR SRV -07 M311 4 AIR DRYERS SUPPLIED BY VENDOR TAG N0. P &ID 011 DESCRIPTION SIZE Cv /Cs FLOW UNITS CONTROL VALVE SCHEDULE FAIL PRESSURE CONTROL INSTRUMENT POSITION DROP PSI POWER POWER MANUFACTURER BASIS OF DESIGN MODEL REMARKS PV -01 LV -02 LV -03 LV -04 TV-05 PV -06 M312 M312 M312 M312 6310 6312 6311 2 PROCESS WATER TO SOFTENERS CONDENSATE TANK MAKE -UP DEAERATOR MAKE -UP 3 1 BOILER FEEDWATER 100 GPM 100 GPM SUPPLIED BY VENDOR SUPPLIED BY VENDOR SUPPLIED BY VENDOR UNIT HEATER STEAM SUPPLY POTABLE WATER SUPPLY 25 GPM r,HEDULE EQUIP. NO LOCATION FUNCTION CAPACITY RATING CHEMICAL BASIS OF DESIGN REMARKS GAL. UNITS MANUFACTURER MODEL ACCESSSORIES WT -01 1 -A2/3 BOILER WATER SOFTENER 2 CU. FT 29 GPM RESIN CULLIGAN WS -060 DELTA -30 WT -02 1 -A.2/3 BOILER WATER SOFTENER 2 CU. FT 29 GPM RESIN CULLIGAN WS -060 INT -03 1 -A.2/3 SOFTENER BRINE BRINE SALT CUWGAN WS -060 WT-04 A/2.6 BOILER WATER TREATMENT 75 NEXGUARD 22130 NALCO MINI PORTA -FEED W/ METERING PUMP WT-05 1 -A /2.6 BOILER WATER TREATMENT 75 CAUSTIC NALCO MINI PORTA -FEED W /(2) METERING PUMPS WT-06 1 -A/2.6 BOILER WATER TREATMENT 75 SULFITE NALCO o MINI ORTA -FEED W /(2) METERING PUMPS WT -07 1 -A /2.6 BOILER WATER TREATMENT 75 AMINE NALCO MINI PORTA -FEED W/ METERING PUMP EQUIP. N0. LOCATION SERVES CAPACITY DESIGN DESIGN BASIS OF DESIGN REMARKS GAL PRESS/TEMP 'F STAMP MANUFACTURER MODEL ACCESSSORIES ET -01 1- C.2/1.8 DOMESTIC HOT WATER 15 150 /240 ASME WATTS DELTA -30 PLUMBING FIXTURE SCHEDULE TAG NO DF -01 DESCRIPTION DRINKING FOUNTAIN TYPE BASIS OF DESIGN CONNECTION SIZE - IN REMARKS WALL MOUNT MANUFACTURER HAWS MODEL C.W. 11070 1/3' H.W. NA WASTE 1 1/4" VENT ACCESSSORIES 1 1/2" S -01 LAB SINK COUNTER TOP ELI<AY DLR- 2522 -10 1/2" 2" EW -01 EW /SS EYEWASH EYEWASH /SAFETY SHOWER COUNTER TOP HARTS 7612 1/2° I /2" CHICAGO 947 -317CP FAUCET & ELKAY 1099 -SS OUTLET. POWERS e428 MIXING VALVE 9201 EF MIXING VALVE 9070 FILTER FREE STANDING HAWS 8300 1 1/4" 1/4" W/6127 SHOWERHEAC. 9202 MIXING VALVE AIR DEVICE SCHEDULE SYMBOL CITY CFM P.D. "W.G. FUNCTION BASIS OF DESIGN MANUFACTURER & MODEL NUMBER DESCRIPTION CEILING NECK PANEL IN. X IN. REMARKS /ACCESSORIES SD -01 150 0.11 CEILING DIFFUSER SD -02 3 52 -03 4 ED -01 3 ED -02 10,400 1350 10.400 5300 0.03 BACK DRAFT DAMPER TITUS -PAS SQUARE PREFORATED PANEL, T -BAR CEILING C00K -MIC MOTOR OPEN, SPRING CLOSE 0.02 CONTROL DAMPER 0.09 RELIEF DAMPER 0.015 CONTROL DAMPER ED -03 RG -01 300 0.03 RELIEF DAMPER RETURN GRILL TRANSFER GRILL PENTHOUSE GREENNECK - VCD -10 GREENNECK - BR 30 GREENNECK - VCD -18 GREENNECK - ES -30 TITUS - PXP TITUS - T700L GREENNECK - RI S 7A REVmON 6Y APPROVED APPRDJFD DA IFC - PACKAGE 1, BLDG 02 -127 J#586456-02 2 2010 CODE REVIEW & RE -ISSUE FOR110' • - `31596456'02 Hp /CENT -Hp/C{y 03.04.09 09.15.10 eLlintraffirAW ACCEPTABILITY 1105 067109 10 910 OR SPECIFlG710N APPROVED BY DEPT. DAVE 10.31 08 03 03.09 1031.06 03.03.09 B. GW1NN 03.03.09 LABORS PARALLEL BLADE DAMPER BAROMETRIC REUEF DAMPER PARALLEL BLADE DAMPER BACK DRAFT DAMPER CEILING RETURN GRILL, T -BAR DOOR RETURN GRILL ROUND /6 24x24 54x54 SUPPLIED W /COOK EWB FAN am_ d E. 1 i:_r.a:c i11L.Lrii�.iio' wwalfrioviiimaus CODEC�OMPLIANC FEB 16 2U11 36x36 24x24 96x60 36x36 30x30 24x24 14x14 MANUAL OPERATOR W /COUNTER BALANCE W /PAIRED MOTOR ACTUATOR W/WEIGHTS IN/AUXILIARY FRAME /BIRD SCREEN RECEIVED JAN , 24 2011 PC�ryRMI CENT R City of Tukwila BUILDING DiVisinto EQUIPMENT SCHEDULES RE- ISSUED FOR CONSTRUCTION CU RREM REWBION SYYBOL 1170E MECHANICAL MASTER BUILDING 02 -127 PLANT2, WA ET Jog NO. DWO NO. Harris Group Inc. 12395.00 2 09.15.10 M2B 586456 -02 coup 02- 127 -M2B GENERAL NOTES 1. ALL MATERIALS, CONSTRUCTION METHODS, CONSTRUCTION PROCEDURES AND ALL OTHER WORK ASSOCIATED WITH THE PROCUREMENT. FABRICATION, INSTALLATION AND TESTING OF MECHANICAL EQUIPMENT, SPECIALTIES, PIPING, VALVES AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS, THE REFERENCE() NATIONAL STANDARDS AND ALL APPLICABLE REQUIREMENTS OF REGULATORY AGENCIES CURRENT AS OF CONTRACT DOCUMENT DATE. THESE NOTES ARE INTENDED TO PRESENT THE MAIN REQUIREMENTS OF THE PROJECT SPECIFICATIONS AND SHALL NOT BE CONSTRUED TO CONTRADICT ANY OF THE ABOVE REQUIREMENTS. DEFINITIONS 2. REFER TO SECTION 01075 - DEFINITIONS AND INTENT. 3. "CONCEALED" MEANS ITEMS REFERRED TO ARE HIDDEN FROM NORMAL SIGHT. THIS INCLUDES ITEMS IN PARTLY EXCAVATED OR CRAWL SPACES AND IN SERVICE TUNNELS USED SOLELY FOR REPAIRS AND MAINTENANCE. 4. "EXPOSED" MEANS ITEMS ARE NOT CONCEALED 5. "RECOGNIZED MANUFACTURER" MEANS AN INDIVIDUAL, FIRM OR CORPORATION OF RECOGNIZED ABILITY ENGAGED IN MANUFACTURING THE SPECIFIED EQUIPMENT FOR A MINIMUM OF 3 YEARS UNLESS OTHERWISE SPECIFIED. SUBMITTALS 6. REFER TO- SECTION 01300 - SUBMITTALS 7. INSTALLER'S DOCUMENTED EXPERIENCE: SUBMIT QUALFICATIONS AND LIST FIVE COMPARABLE INSTALLATIONS, IF REOUESTED BY CONSTRUCTION MANAGER. 8. COMPLETE DESCRIPTIONS AND COPIES OF APPLICABLE MANUFACTURER'S CATALOG PAGES FOR ALL MATERIALS WHICH ARE TO BE INSTALLED FOR THIS PROJECT. VERIFY THAT MATERIAL. CONFORMS TO THE APPUCABLE SPECIFICATIONS SECTIONS AND MEETS OR EXCEEDS APPUCABLE ASTM REQUIREMENTS 9. WELDER QUALIFICATIONS: ACCORDING TO PRESSURE PIPING CODE BEFORE STARTING WORK, SUBMIT- NAME OF WELDER. QUALIFICATION DATE. IDENTIFICATION MARK ASSIGNED. TEST RESULTS. 10. WRITTEN CERTIFICATION OF INSPECTION FROM THE GOVERNING BUILDING AUTHORITY STATING WORK HAS BEEN INSPECTED, ACCEPTED, AND FOUND IN COMPLIANCE WITH EXISTING GOVERNING ORDINANCES AND CODES. 11. PROJECT RECORD DOCUMENTS INCLUDING DETAILS PREPARED FOR SHOP DRAWINGS. 12. RECORD DRAWINGS WHICH ACCURATELY SHOW ALL CHANGES IN PIPING SIZE, LOCATION, OR MATERIALS. 13. CERTIFIED WELD REPAIRS REPORTS, COMPLETE WITH EVALUATIONS. 14. CERTIFIED CONTRACTOR INSPECTION REPORTS 15. CERTIFIED HYDROSTATIC AND PNEUMATIC TEST REPORTS WITH DATA AND RESULTS. 16. CERTIFIED REPORTS REQUIRED BY PRESSURE PIPING CODE. 17. PREINSTALLATION CONFERENCE ESTABLISH TIME, A.TTENDEES, AND AGENDA FOR COORDINATING MATERIALS AND TECHNIQUES. CONFIRM SEQUENCE FOR RELATED, SENSITIVE, AND COMPLEX ITEMS. MATERIALS AND METHODS GENERAL REQUIREMENTS: 18. ALL MATERIALS AND METHODS USED IN THE CONSTRUCTION, HANDLING, INSTALLATION, CLEANING, PAINTING, INSULATING, TESTING, COMMISSIONING AND ACCEPTANCE OF MECHANICAL/ PIPING SYSTEMS FOR THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING GENERAL PROJECT SPEC- IFICATIONS, THE APPLICABLE SPECIFIC PROJECT SPECIFICATIONS LISTED BELOW AND ALL APPLICABLE SPECIFICATIONS, STANDARDS AND REGULATIONS WHICH ARE INCLUDED WITH OR REFERENCED BY THE PROJECT SPECIFICATIONS 15010 - BASIC MECHANICAL REQUIREMENTS 15050 - BASIC MATERIALS AND METHODS 15060 - GENERAL PIPING REOUIREM,ENTS SYM 19. THE CONTRACTOR SHALL: PROVIDE AND INSTALL PRODUCTS OF RECOGNIZED MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF LATEST AND BEST STANDARD DESIGN MATERIALS AND EQUIPMENT. PROVIDE PRODUCTS OF ONE TYPE BY A SINGLE MANUFACTURER. BE RESPONSIBLE FOR ENSURING EQUIPMENT IS COMPLETE WITH FITTINGS, TRIMMINGS, AND PARTS NECESSARY FOR COMPLETE OPERATING INSTALLATIONS. PROVIDE EQUIPMENT WITH ELECTRICAL COMPONENTS BEARING THE UNDERWRITERS LABORATORIES, INC. LABEL OR PROVIDE CERTIFICATION FROM MANUFACTURER THAT THE EQUIPMENT CONFORMS TO UL STANDARDS. REMOVE REJECTED OR DAMAGED MATERIAL FROM SITE. PROVIDE ITEMS SUCH AS SHIMS, FASTENERS, GROUT, GREASE FITTINGS, LUBRICANTS, AND HYDRAULIC FLUIDS NECESSARY FOR INSTALLATION AND TESTING PROCEEDURES LABEL EXCESS LUBRICANTS AND DELIVER TO CONSTRUCTION MANAGER UPON COMPLETION OF WORK. REVISION APPROVED DATE 20. PIPE, VALVES AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING PROJECT SPECIFICATIONS, AS APPUCABLE: 15060 - GENERAL PIPING REQUIREMENTS 15100 - VALVES & ACCESSORIES 15120 - PIPING & PLUMBING SPECIALTIES 21. PIPE SPECIALTIES SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING PROJECT SPECIFICATIONS, AS APPLICABLE: 15064 - STEAM AND CONDENSATE SPECIALTIES 15155 - COMPRESSED AIR EQUIPMENT 22. PIPE SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF PROJECT SPECIFICATION: 15140 - PIPING SUPPORTS AND ANCHORS; SLEEVES. 23. FORMED STEEL CHANNELS FOR PIPE SUPPORTS, DUCT SUPPORTS, AND MISCELLANEOUS STEEL FRAMING SHALL BE 1 -3/8 X 1 -5/8 INCH MINIMUM CROSS - SECTION SIZE, 14 -CAGE MINIMUM THICKNESS: MANUFACTURED BY IJNISTRUT, POWERSTRUT, STORACK, FEE & MASON, OR ELCE. ATTACHMENT OF ROD HANGERS TO CHANNELS'. MANUFACTURER'S STANDARD LOCKING TYPE INSERTED NUTS, SAME MANUFACTURER AS CHANNEL. DO NOT EXCEED MANUFACTURER'S RECOMMENDED LOADING, 24. SUPPORTS WHICH ARE NOT CONSTRUCTED OF FORMED STEEL CHANNELS SHALL BE FABRICATED FROM STANDARD STRUCTURAL STEEL SHAPES TO RISC DIMENSIONS OR SCHEDULE 40 ASTM A53 OR A135 STEEL PIPE. FERROUS METAL WORK EXPOSED TO THE WEATHER OR INSTALLED N WET TRENCHES SHALL BE FABRICATED OF CAST IRON, STAINLESS STEEL, OR SHALL BE CARBON STEEL, HOT -DIP GALVANIZED AFTER FABRICATION 25. ALL BOLTED CONNECTIONS IN SUPPORTS FOR PIPING MATERIALS SHALL USE ASTM A 307 GRADE 8 BOLTS AND NUTS IN THE SIZES LISTED ON THE SUPPORT DRAWING UNLESS SPECIFICALLY NOTED OTHERWISE. 26. CONCRETE ANCHORS USED FOR MOUNTING PIPE SUPPORTS, PIPING SPECIALTIES, ETC SHALL BE COY CONSTRUCTION CO MOLLY PARABOLT, MCCULLOUGH KWIK -BOLT, OR APPROVED. 27. PIPE INSULATION SHALL CONFORM TO THE REQUIREMENTS OF PROJECT SPECIFICATION 15260 - PIPING INSULATION. 28. NOT USED 29. PIPE PAINTING AND MARKING SHALL CONFORM TO TFIE REQUIREMENTS OF PROJECT SPECIFICATIONS 09900 - SURFACE PREPARATION FOR PAINTING AND 15190 - MECHANICAL IDENTIFICATION. SUBSTITUTIONS - INTENT OF SPECIFICATIONS. 30. WHERE SPECIFIED ONLY BY REFERENCE STANDARDS, SELECT ANY PRODUCT MEETING STANDARDS BY ANY MANUFACTURER 31. WHERE SPECIFIED BY NAMING SEVERAL PRODUCTS OR MANUFACTURERS, SELECT ANY PRODUCT AND MANUFACTURER NAMED THAT MEETS THE SPECIFIED REQUIREMENTS. OTHER PRODUCTS AND MANUFACTURERS WILL NOT BE CONSIDERED. DRAWINGS MAY BE BASED ON EQUIPMENT CONFIGURATION OF A PARTICULAR MANUFACTURER; MAKE ANY CHANGES REQUIRED TO ACCOMMODATE CONFIGURATION OF THE ACTUAL EQUIPMENT SUPPLIED AT NO EXPENSE TO OWNER. 32. WHERE SPECIFIED BY NAMING ONE OR MORE PRODUCTS OR MANUFACTURERS, BUT INDICATING "OR APPROVED" AFTER SPECIFIED LISTING: SPECIFIED PRODUCT IS THE PREFERRED QUALITY STANDARD. SUBMIT REQUEST FOR ANOTHER PRODUCT FOR APPROVAL. 33. WHERE SPECIFIED BY NAMING ONLY ONE PRODUCT AND MANUFACTURER: THERE IS NO OPTION AND NO SUBSTITUTION WILL BE ALLOWED. SUBSTRUTIONS - SUBSTITUTION PROCEDURE 34. SUBMIT REQUESTS FOR SUBSTITUTIONS WITHIN 30 DAYS OF CONTRACT AWARD, OR SOONER IF REQUIRED TO MAINTAIN SCHEDULES. 35. ACCEPTANCE OF SUBSTITUTIONS IS Al ENGINEER'S DISCRETION BASED 014 HIS EXPERIENCE AND JUDGMENT. SUBMIT SUFFICIENT INFORMATION TO SHOW THAT PROPOSED SUBSTITUTE IS EOUIVALENT TO THE ITEM SPECIFIED. 36. MAKE CHANGES NEEDED TO ACCOMMODATE THE SUBSTITUTION AT NO EXPENSE TO THE OWNER, INCLUDING WORK UNDER OTHER DIVISIONS. 37. REFER TO SECTION 01630 - PRODUCT OPTIONS AND SUBSTITUTIONS. DELIVERY STORAGE AND HANDLING 38. REFER 10 SECTION 01600 - MATERIAL AND EQUIPMENT. PROJECT SITE CONDITIONS 39. THE CONTRACTOR SHALL EXAMINE SITE AND CONSTRUCTION; BECOME FAMILIAR WITH EXISTING CONDITIONS AFFECTING THE WORK. VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS SECTION. NO WORK SHALL BE INSTALLED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.VERIFY LOCATIONS OF OVERHEAD OR BURIED UTILITIES ON OR NEAR SITE WITH CONSTRUCTION MANAGER. TAKE HORIZONTAL AND VERTICAL MEASUREMENTS FROM ESTABLISHED BENCH MARKS. ALL WORK IS REQUIRED TO AGREE WITH THESE ESTABUSHED ONES AND LEVELS. NOTIFY CONSTRUCTION MANAGER OF DISCREPANCIES BETWEEN ACTUAL MEASUREMENTS AND THOSE INDICATED. DO NOT PROCEED UNTIL DIRECTED BY THE CONSTRUCTION MANAGER. EXECUTION 40. THE CONTRACTOR SHALL: TIME THE WORK WITH PROGRESS SCHEDULE APPROVED BY THE CONSTRUCTION MANAGER. PROTECT SURROUNDING AREAS AND SURFACES TO PREVENT DAMAGE. OBTAIN ROUGHING -IN DIMENSIONS FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS OR ACTUAL EQUIPMENT MEASUREMENTS. INSTALL THE WORK IN ACCORDANCE WITH QUALITY ASSURANCE PROVISIONS, SPECIFICATIONS, DRAWINGS, AND MANUFACTURER'S INSTRUCTIONS. WHERE THESE CONFLICT, THE MORE STRINGENT REQUIREMENTS GOVERN. 41. DIAGRAMS SHOWING PIPE CONNECTIONS ARE SCHEMATIC. BASE THE WORK ON FIELD MEASUREMENTS AND ACTUAL COND1110NS. 42. THE DRAWINGS DO NOT SHOW EXACT DETAILS OF PIPING. NO EXTRA PAYMENTS WILL BE ALLOWED WHERE OBSTRUCTIONS IN THE WORK OF OTHER TRADES REQUIRE OFFSETS IN THE PIPING. COORDINATE WITH OTHER TRADES. 43. ALLOW SPACE FOR MAINTENANCE IN PIPING LAYOUT. PLAN WORK AND USE PROPER FITTINGS TO ENSURE MAXIMUM HEADROOM. OWNER RESERVES THE RIGHT TO REQUIRE REMOVAL AND REPLACEMENT OF WORK THAT USES EXCESSIVE SPACE. 44 KEEP OPENINGS IN PIPES DUCTS AND EOUIPL4EN1 CLOSED DURING CONSTRUCTION. 45. INSTALL EQUIPMENT REOUIRING PERIODIC SERVICING OR REPAIRS SO R IS READILY ACCESSIBLE. OTHERWISE, OBTAIN CONSTRUCTION MANAGER'S APPROVAL OF LOCATION. 46. REPLACE DEFECTIVE WORK WITH NEW WORK, WITHOUT ADDITIONAL COST, WHERE REQUIRED BY THE CONSTRUCTION MANAGER. 47. PAINT: SECTION 09900 - PAINTING. CLOSELY SUPERVISE PAINTING WORK TO ENSURE CONFORMANCE WITH SPECIFICATION. 48. INSTALL PIPING AS CONCEALED WORK IN FINISHED AREAS UNLESS SHOWN OTHERWISE. 49. INSTALL HORIZONTAL ONES OF WATER PIPING TO SLOPE AS SPECIFIED ON THE DRAWINGS. INSTALL LINES CARRYING UOUIDS TO DRAIN TO SHUT -OFF VALVES SO THAT THE LINES CAN BE COMPLETELY DRAINED. 50. VENTS AND DRAINS REQUIRED FOR OPERATION ARE SHOWN ON THE PIPING SCHEMATICS AND MECHANICAL DETAILS. HOWEVER, VENTS AND DRAINS AT HIGH AND LOW POINTS IN THE PIPING REQUIRED FOR COMPLETE VENTING AND DRAINING MAY NOT BE SHOWN 014 THESE DRAWINGS. PROVIDE DRAIN VALVES AT MAIN SHUT -OFF VALVES, BASES OF VERTICAL RISERS, AND AT EQUIPMENT. VENT THE HIGH POINTS AND DRAIN THE LOW POINTS OF EACH PIPING SYSTEM WITH 3/4 -INCH BALL VALVES ON THOSE PIPELINES 2 -1/2 INCHES AND LARGER, AND 1/2 -INCH BALL VALVES ON THOSE PIPEUNES 2 INCHES AND SMALLER. VALVE TYPES TO BE PER THE APPUCABLE PIPE MATERIAL SPECIFICATION. PROVIDE DRAIN VALVES WITH HOSE END CONNECTIONS AND CLOSE WITH A SCREWED CAP INSTALL SUCH ADDITIONAL VENTS AND DRAINS AND NOTE THEM 014 THE RECORD DRAWINGS. 51. RUN PIPING PARALLEL TO COLUMN LINES, PERPENDICULAR TO FLOOR UNLESS SHOWN OTHERWISE ON DRAWINGS. GROUP PIPING WHEREVER PRACTICAL AT COMMON ELEVATIONS. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE AND OTHER WORK. 52. USE FITTINGS ONLY FOR CHANGES IN DIRECTIONS ON RIGID PIPE AND HARD DRAWN TUBING. DO NOT USE BUSHINGS, CLOSE NIPPLES, OR STREET ELLS. 53. PROVIDE A UNION OR FLANGES AT EACH PIPING CONNECTION TO EQUIPMENT OP INSTRUMENTATION ON THE DOWNSTREAM SIDE OF EACH STOP VALVE TO FACILITATE INSTALLATION AND REMOVAL OT APPROVED 1 2 IFC - PACKAGE 1, 8100 02 -127 J1586456 -02 2010 CODE RENEW & RE-ISSUE-7M VC - -'W586456-02 IK5/CEM 4401 /GEM 03.04.09 09.15.10 ce;LArtieweAr,o. 54. ALL UNIONS AND FLANGES MUST BE ACCESSIBLE FOR MAINTENANCE. DO NOT INSTALL UNIONS OR FLANGES M BURIED PIPING OR IN PORTIONS OF UTIUDOR WHICH DD NOT HAVE DIRECT MANHOLE ACCESS. 55. ALLOW SUFFICIENT CLEARANCE FOR INSULATION. ACCESS TO VALVES, EQUIPMENT, AND WALKWAYS. 56 CONNECT PIPING TO EQUIPMENT ONLY AFTER THE EQUIPMENT HAS BEEN SECURELY ANCHORED, LEVELED, AND AUGNED 144 PPACE. 57. INSTALL PIPING SO THAT NO LOAD OR MOVEMENT IN EXCESS OF THAT STIPULATED BY EQUIPMENT MANUFACTURER WILL BE IMPOSED UPON EQUIPMENT CONNECTION. INSTALL PIPING TO ALLOW FOR CONTRACTION A140 EXPANSION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. INSTALL PIPING EXPANSION JOINTS OR LOOPS WHERE SHOWN ON THE DRAWINGS. L15E OF ADDITIONAL EXPANSION JOINTS OR COUPLINGS 15 DISCOURAGED AND 15 TO BE APPROVED BY THE CONSTRUCTION MANAGER 58. INSTALL PIPE WITHOUT SPRINGING OR FORCING. 59. UNLESS OTHERWISE DETAILED, ALLOW 6 -INCH MINIMUM CLEARANCE BETWEEN PIPE AND NEAREST CONSTRUCTION, PIPING, CONDUIT, OR EQUIPMENT. 60. 111 GENERAL, MAKE SECONDARY BRANCHES OFF THE PRIMARY LINES WITH BUTT WELD REDUCING TEE FITTINGS. WHEN THE SECONDARY PIPE SIZE IS LESS THAN OR EOUAL TO ONE -HALF THE PRIMARY PIPE SIZE, WELDOLETS SOCKOLETS OR THREADOLETS MAY BE USED UNLESS SPECIFICALLY EXCLUDED BY THE INDIVIDUAL PIPING SATION. 61. PECIFIC THREADS OF IRON AND STEEL PIPES, FITTINGS, AND COUPLINGS SHALL CONFORM TO ANSI 82.1. PRODUCE SUFFICIENT PERFECT THREADS TO ENSURE FULL METAL -TO -METAL CONTACT WHEN SCREWED HOME 114 FITTINGS; AND AFTER THREADING. COUNTERSINK ENDS OF PIPES, REAM AND CLEAN CHIPS AND BURRS.: MAKE CONNECTIONS UP FULL, WITH NOT MORE THAN THREE THREADS EXPOSED. USE METHOD THAT WILL NOT SUBJECT PIPES OR FITTINGS TO TWISTING OR CROSS STRAINS. LUBRICATE MALE THREADS ONLY WITH THREAD LUBRICANT OR TAPE. DO NOT L15E THREADED JOINTS 014 PIPE WHICH IS TO BE BURIED, USE SOCKET WELD JOINTS IN BURIED PIPE. 62. USE ONLY LEAD -FREE SOLDER SPECIFIED FOR THE PARTICULAR SERVICE. CUT TUBE ENDS SQUARE AND REMOVE FINS AND BURRS; REPLACE DENTED AND DAMAGED TUBING WITH NEW TUBING. REMOVE GREASE AND OIL FROM JOINTS BY WIPING WITH CLEAN CLOTH SATURATED WITH SOLVENT AND CLEAN WITH EMERY CLOTH. AFTER CLEANING, APPLY NONCORROSIVE FLUX TO MALE END ONLY, APPLY HEAT AND SOLDER AND HOLD JOINT RIGIDLY UNTIL SOLDER HAS HARDENED. WIPE EXCESS SOLDER FROM EXTERIOR OF JOINT BEFORE HARDENING. BEFORE SOLDERING, REMOVE STEMS AND WASHERS OF SOLDER JOINT VALVES. 63. BUTTWELD ALL BLACK STEEL PIPE 2 -1/2 -INCH SIZE AND LARGER AND WELDOLETS, SO014011 5 AND THREADOLETS. USE BRANCH OUTLET FIRINGS FOR IMPROVED FLOW WHERE ATTACHED TO THE RUN, DESIGNED TO WITHSTAND FULL PIPE BURSTING STRENGTH. USE FULL LENGTHS OF PIPE TO MINIMIZE FIELD WELDS. WELDING TO BE IN ACCORDANCE WITH ASME BOILER AND UNFIRED PRESSURE VESSEL CODE, SECTION 9, 'WELDING QUALIFICATIONS ". 64. EMPLOY ONLY WELDERS HOLDING ONE OF THE FOLLOWING TWO CERTIFICATES, DATED WITHIN THE PRECEDING 12 MONTHS: A) CERTIFICATE OF THE NATIONAL CERTIFIED PIPE WELDING BUREAU AND A CERTIFICATE FROM A RECOGNIZED TESTING LABORATORY INDICATING SATISFACTORY WELDING TEST RESULTS IN ACCORDANCE WITH THE AMERICAN PETROLEUM INSTITUTE "STANDARD FOR FIELD YIELDING OF PIPE LINES ". B) ASME BOILER AND UNFIRED PRESSURE VESSEL CODE, SECTION 9, °WELDING QUALIFICATIONS ". 65. ALL WELDS TO BE INSPECTED BY BOEING -HIRED TESTING AGENCY PRIOR TO COVER. 66. IF IN THE OPINION OF THE CONSTRUCTION MANAGER THE WORK OF A WELDER CREATES A REASONABLE DOUBT AS TO HIS SKILL, ADDGITONAL TESTS MAY BE ORDERED BY THE CONSTRUCTION MANAGER AT THE CONTRACTOR'S EXPENSE. 67. PIPE ENDS MAY BE BEVELED FOR WELDING BY MECHANICAL MEANS OR BY FLAME CUTTING. WHERE BEVELING IS DONE BY FLAME CUTTING, THOROUGHLY CLEAN SURFACES OF SCALE AND OXIDATION JUST BEFORE WELDING. BEVEL TO CONFORM TO RECOGNIZED STANDARDS. ACCEPTABILITY 8. THORNTON 805 5051011 410 /09 S901205A11ON 6 OWED APPROVED Or DEPT. DATE P. 1SCHERNEGA G HAAS 10.31.08 03.03.09 10.31.08 03.03.09 D WALTERS GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APDWWI�1+ f N FD FEB 16 2011 City of Tukwila BUILDING DIVISION APPROVED RE B, GVJINN 03.03.09 MECHANICAL MASTER BUILDING 02 -127 RECEIVED JAN 24 2011 qqqqE c NItFR RE- ISSUED FOR CONSTRUCTION WIRE. REASON s M2C 586456 -02 Harris Group Inc. 12395.00 BD 2 DAT 09.15.10 JOB N0. PLANT 2 Iva Na AMP N0. 02- 127 -M2C GENERAL NOTES CONT. 68. ASSURE THAT THE BORES OF PIPES TO BE WELDED ARE PROPERLY AUGNED BEFORE WELDING AND SECURE BOTH SIDES OF EACH WELD JOINT WITH CLAMPS, BLOCKS, VICES OR OTHER APPROVED MEANS TO PREVENT SHIFTING OF THE PIPING DURING WELDING. 69. WHERE THE PIPE TEMPERATURE FALLS TO 32 F OR LOWER, HEAT PIPE TO APPROXIMATELY 100 F FOR A DISTANCE OF 1 FOOT EACH SIDE OF THE WELD BEFORE WELDING. FINISH WELDING BEFORE THE PIPE COOLS TO 32 F. 70. USE SOCKET WELDS ON PIPING 2 INCHES AND SMALLER AS REQUIRED BY THE APPLICABLE PROJECT SPECIFICATION. CUT AND REAM PIPE ENDS TO PROVIDE STRAIGHT END SURFACE FREE OF BURRS. 71. REPLACE DEFECTIVE WELDS AND REINSPECT AT 1,70 ADDITIONAL COST TO OWNER. REPAIRING DEFECTIVE WELDS BY ADDING WELD MATERIAL OVER THE DEFECT OR BY PEENING WILL NOT BE PERMITTED. 72 STORE WELDING ELECTRODES IN A DRY HEATED AREA; KEEP FREE OF MOISTURE AND DAMPNESS DURING FABRICATION OPERATIONS. DISCARD ELECTRODES THAT HAVE LOST PART OF THEIR COATING. 73. INSTALL FLANGES WITH FACES STRAIGHT, TRUE AND PARALLEL TO MATING SURFACES. 74. POSITION FLANGES FOR BOLT HOLES TO STRADDLE HORIZONTAL AND VERTICAL CENTER LINES. 75. MAKE UP FLANGES TO SECURE UNIFORM PRESSURE ON GASKET WITHOUT OVERSTRESSING BOLTS. 76. USE FLAT -FACE 150 -LB STEEL FLANGES AND FULL -FACED GASKET WHERE NECESSARY TO MATE WITH 125 -LB CAST -IRON FLANGES. 77. WHEN A FLANGED JOINT HAS BEEN MADE UP AND SUBSEQUENTLY LOOSENED, INSTALL A NEW GASKET PRIOR TO REMAKING JOINT. 78. 014 PIPING SYSTEMS OPERATING Af 500 F OR LOWER, APPLY ANTISEIZE THREAD LUBRICANT TO BOLT THREADS. 79. NOT USED. 80. BENT PIPING MAY NOT BE USED EXCEPT AS SHOWN ON DRAWINGS OR APPROVED IN ADVANCE. 81. PROVIDE ESCUTCHEON PLATES WHERE EXPOSED PIPING PASSES THROUGH VIALS, FLOORS OR CEILINGS OF FINISHED ROOMS. WHERE INSULATED PIPING BELOW 140 F PASSES THROUGH WALLS, PLATES MAY BE OMITTED IF THE INSULATION IS FINISHED NEATLY AGAINST THE WALL TO COMPLETELY CONCEAL THE OPENING. OMIT PLATES WHERE PIPE SLEEVES ARE SPECIFIED TO PROJECT ABOVE THE FLOOR LINE. 82. WHERE PIPING PENETRATES BUILDING WALLS AND ROOF, PROVIDE WATER TIGHT SEALING AND FLASHING AS DETAILED ON THE DRAWINGS. 83. INSTALL DIELECTRIC FITTINGS AT EACH JOINT BETWEEN DISSIMILAR METALS, WHERE CATHODICALLY PROTECTED STEEL LINES ENTER THE BUILDING, WHERE SUBMERGED MEYALUC PIPING IS CONNECTED TO UNSUBMERGED PIPING, WHERE NEW GALVANIZED PIPE IS CONNECTED TO EXISTING GALVANIZED PIPE, AND WHERE SHOWN ON THE DRAWINGS. 84. PROVIDE SENSING WELLS WHERE SHOWN ON THE DRAWINGS. 85. PROVIDE SUPPLEMENTARY STEEL FRAMING FOR SUPPORTS; ASSEMBLE BY WELDING, ATTACHED TO ANCHOR BOLTS EMBEDDED IN THE CONCRETE CONSTRUCTION, OR WELDED OR CLAMPED TO BUILDING STRUCTURAL MEMBERS. WELDING: CONTINUOUS. MINIMUM WELD DEPTH, OR LEG OF FILLET WELD: EQUAL TO THICKNESS OF THE THINNEST MEMBER WELDED. 86. DO NOT DRILL BUILDING STRUCTURAL STEEL MEMBERS. DO NOT USE POWDER ACTUATED ANCHORS. DO NOT CUT OR WELD TO ANY STRUCTURAL MEMBER UNLESS SHOWN ON THE DRAWINGS OR APPROVED BY THE CONSTRUCTION MANAGER. 87. USE CONCRETE ANCHORS WHERE NECESSARY TO HANG PIPING OR EQUIPMENT FROM CONCRETE SLABS OR WALLS AS DETAILED ON THE DRAWINGS OR FOR FASTENING ATTACHMENTS LESS THAN 400 POUNDS TO NEW CONCRETE WALLS AND FLOOR SLABS ON GRADE. ATTACHING ANY TYPE OF ANCHOR TO ELEVATED CONCRETE SLABS OR DECKING IS NOT ALLOWED, UNLESS INDICATED ON THE STRUCTURAL DESIGN DRAWINGS. 88. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. DO NOT EXCEED RATED LOAD. USE A MINIMUM OF TWO BOLTS TO ATTACH EACH ITEM. SIZE AND SPACING TO BE APPROVED BY SUBMITTAL. 89. PROVIDE TEMPORARY PROTECTION DURING ALL PHASES OF CONSTRUCTION AND TESTING. COVER EQUIPMENT TO THE EXTENT NECESSARY TO PREVENT FOREIGN MATERIALS FROM CONTAMINATING THE MECHANISMS OR FINISHES, PROTECT OPEN ENDS OF PIPING AGAINST ENTRY OF FOREIGN MATERIALS, AND REMOVE ANY SUCH MATERIALS BEFORE FURTHER ASSEMBLY. PROTECT EXPOSED FLANGE FACES FROM DAMAGE AND MOISTURE. 90. REMOVE FOREIGN MATTER FROM PIPING AS WORK PROGRESSES. REMOVE WELDING ICICLES AND BEADS, CUTTINGS AND BURRS. GPJND ACCESSIBLE INTERNAL WELD SURFACES SMOOTH. RAP PIPING AND REMOVE FOREIGN IATERIALS INSIDE AND OUTSIDE. AIR BLOW SYSTEMS OR FLUSH TO OBTAIN A CLEAN PIPING SYSTEM. 91. BEFORE PRESSURE TESTS AND CONNECTIONS TO THE UTILITIES PIPING SYSTEM, FLUSH OUT WATER PIPING TO REMOVE OIL AND PIPE CUTTINGS WITH A MIXTURE OF WATER AND TRISOOIUM PHOSPHATE, 1 LB FOR EACH 50 GALLONS OF WATER, CIRCULATE FOR 2 HOURS, THEN DRAIN AND FLUSH WITH CLEAN WATER UNDER PRESSURE TO REMOVE TRACES OF DETERGENT. REMOVE STRAINER BASKETS AND SCREENS, CLEAN THOROUGHLY, AND REPLACE. 92. CONSTRUCTION MANAGER SHALL APPROVE SYSTEMS BEFORE TESTING IS BEGUN. 93. PROVIDE TEMPORARY PIPING FOR TESTING, FLUSHING, DRAINING, AND BLOWING OUT PERMANENT PIPING, LOCATION, AND ARRANGEMENT AS APPROVED BEFORE INSTALLATION. AFTER ABOVE OPERATIONS ARE COMPLETED, REMOVE TEMPORARY PIPING. PLUG OR CAP OPENINGS IN PERMANENT SYSTEMS WITH SPECIFIED MATERIALS. 94. DO NOT COVER OR ENCLOSE WORK UNTIL 11 HAS BEEN INSPECTED AND APPROVED. 95. SHOULD WORK BE COVERED OR ENCLOSED PRIOR TO INSPECTION AND APPROVAL, UNCOVER THE WORK; AFTER IT HAS BEEN INSPECTED AND APPROVED, MAKE REPAIRS AND REPLACEMENTS AT NO ADDITIONAL COST. QUALITY CONTROL AND TE5T1NG 96. THE CONTRACTOR SHALL. PERFORM ALL TESTS REQUIRED BY ALL SPECIFICATION SECTIONS APPLICABLE TO HIS WORK. PROVIDE MATERIALS, SUPPLIES, LABOR, AND POWER REQUIRED FOR TESTING. NOTIFY CONSTRUCTION MANAGER AND AUTHORITIES HAVING JURISDICTION IN AMPLE TIME TO BE PRESENT FOR FINAL TESTING OF ALL WORK. REPAIR DEFECTS DISCLOSED BY TESTS. MAKE TESTS IN STAGES TO FACILITATE WORK OF OTHERS. 97. CONTRACTOR IS RESPONSIBLE FOR WORK OF OTHER TRACES DISTURBED OR DAMAGED BY THE TESTING, REPAIR, AND REPLACEMENT. DISTURBED OR DAMAGED WORK SHALL BE RESTORED TO ITS ORIGINAL CONDTDON AT CONTRACTOR'S EXPENSE. 98. CONTRACTOR IS RESPONSIBLE FOR THE CARE, MAINTENANCE AND PROTECTION OF ALL EQUIPMENT AND SYSTEMS UNTIL THEY ARE ACCEPTED BY OWNER. 99. CONTRACTOR SHALL PERFORM PRELIMINARY CHECKOUT FOR EACH PHASE OF THE FINAL INSTALLATION, PROCEDURES INCLUDE 8UT ARE NOT LIMITED TO: REMOVING FOREIGN MATERIALS AND TOOLS. LUBRICATING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. VERIFYING PROPER DIRECTION OF MOVEMENT OR ROTATION. VERIFYING OPERATION IS SMOOTH AND FREE OF UNDUE NOISE AND VIBRATION. SYNCHRONIZING (AS APPLICABLE) WITH OTHER RELATED EQUIPMENT. 100. CONTRACTOR SHALL CONSULT CONSTRUCTION MANAGER AS TO PROPER. FUNCTIONING OT THE ITEM BEING CHECKED. 101. CONTRACTOR SHALL REPAIR DAMAGE TO EQUIPMENT RESULTING FROM IMPROPER CHECKOUT PROCEDURES. 102. AT COMPLETION OF THE WORK, CONTRACTOR SHALL CAREFULLY REMOVE, IDENTIFY, AND DELIVER TAGS, BAGGED SPARE PARTS, AND INSTRUCTIONS TO THE CONSTRUCTION MANAGER. OBTAIN A RECEIPT. 103. CONTRACTOR SHALL FURNISH LADDERS AND OTHER EQUIPMENT SO READINGS MAY BE TAKEN AS REQUIRED AND SHALL PROVIDE ACCESS TO CONTROLS, VALVES, AND OTHER ITEMS .AS NEEDED 10 COMPLETE ALL CHECKOUT, COMMISSIONING AND TESTING WORK. 104. CONTRACTOR SHALL CLEAN PIPING BEFORE TESTING IN ACCORDANCE WITH INITIAL CLEANING REQUIREMENTS IN EACH INDMDUAL PIPING SECTION. IF NO INITIAL CLEANING REQUIREMENTS ARE GIVEN IN AN INDIVIDUAL PIPING SECTION, INITIAL CLEANING 15 NOT REQUIRED. 105. CONTRACTOR SHALL FURNISH EQUIPMENT AND APPARATUS NECESSARY FOR PIPING PRESSURE TESTS, CORRECT DEFECTS DISCLOSED BY THE TESTS AT NO COST TO OWNER. AND CONDUCT TESTS IN THE PRESENCE OF THE CONSTRUCTION MANAGER. 106. TEST PIPING SYSTEMS AFTER THE LINE HAVE BEEN CLEANED AND BEFORE INSULATION OR COVERING HAS BEEN APPLIED. 107. REMOVE OR VALVE -OFF FROM THE SYSTEM GAGES, TRAPS AND OTHER APPARATUS THAT MAY BE DAMAGED BY THE PIPING TEST PRESSURE INCLUDING: ROTATING MACHINERY, SUCH AS PUMPS AND COMPRESSORS. PRESSURE RELIEVING DEVICES, SUCH AS RUPTURE DISCS AND PRESSURE RELIEF VALVES. VESSELS THAT DO NOT SATISFY TEST CONDITIONS OF THE PIPING TEST, AND ALL VESSELS REGARDLESS OF RATING WHEN USING GAS PRESSURE FOR TESTING. LOCALLY MOUNTED PRESSURE INDICATING GAGES, WHERE THE TEST PRESSURE WOULD EXCEED THEIR SCALE RANGE. IV -LINE INSTRUMENTATION, UNLESS OTHERWISE SPECIFIED. 108. CONTRACTOR SHALL SUBMIT CALIBRATION RECORDS FOR GAGES USED FOR TESTING TO ENGINEER. 109. TWO PRESSURE GAGES ARE REQUIRED PER TESTING SYSTEM. LOCATE GAGES AS CLOSE AS POSSIBLE TO THE LOW POINT OF THE PIPING SYSTEM. 110. VENTS AND OTHER CONNECTIONS THAT CAN SERVE AS VENTS DURING FILLING SHALL BE OPENED SO THAT AIR IS VENTED BEFORE APPLYING TEST PRESSURE TO A SYSTEM. 111. UNLESS OTHERWISE SPECIFIED, HYDROSTATICALLY TEST PIPING SYSTEMS AT A PRESSURE OF ONE AND 011E -HALF TIMES THE SPECIFIED DESIGN PRESSURE AND IN NO CASE LESS THAN 50 PSIG. USE TEST WATER NOT EXCEEDING 100 F. HOLD TEST PRESSURE A MINIMUM OF 4 HOURS AFTER THE PIPING UNDER TEST IS DISCONNECTED FROM ITS SOURCE OF WATER. 112. JOINTS AND CONNECTIONS SHALL BE EXAMINED FOR LEAKAGE WHILE THE PIPE IS PRESSURIZED. THE PIPING SYSTEM SHALL SHOW NO VISUAL EVIDENCE OF WEEPING OR LEAKING. CORRECT VISIBLE LEAKAGE AT THE CONTRACTOR'S EXPENSE. 113. IF THE PIPE SYSTEM TEST PRESSURE FALLS AFTER THE PRESSURIZING MEANS IS SHUT OFF, THE SOURCE OF PRESSURE LOSS MUST BE DETERMINED AND CORRECTED. THE SYSTEM MUST BE ABLE TO HOLD THE TEST PRESSURE FOR THE TEST DURATION SPECIFIED WITHOUT ANY DETECTABLE LOSS, 114. TESTING WITH AIR OR GASEOUS NITROGEN (WHERE SPECIFIED): TEST WITH CLEAN DRY AIR OR CLEAN DRY GASEOUS NITROGEN. TEST AT PRESSURES SPECIFIED IN THE INDNIDUAL SECTIONS. GRADUALLY INCREASE TEST PRESSURE IN THE SYSTEM TO NOT MORE THAN ONE -HALF OF THE FINAL TEST PRESSURE, AFTER WHICH INCREASE THE PRESSURE IN STEPS OF APPROXIMATELY ONE -TENTH OF THE TEST PRESSURE UNTIL THE REQUIRED TEST PRESSURE HAS BEEN REACHED. MAINTAIN THE PNEUMATIC TEST PRESSURE CONTINUOUSLY FOR A SUFFICIENT LENGTH OF TIME TO CONDUCT THE EXAMINATION OF ALL 504144S FOR LEAKAGE, OR A MINIMUM OF TWO HOURS. 115. EXAMINE JOINTS FOR LEAKAGE USING SOAP BUBBLE OR EQUIVALENT METHOD. IF PRESSURE GAGE SHOWS DISCERNIBLE DECREASE IN PRESSURE OVER THE PERIOD OF THE TEST, MAINTAIN PRESSURE FOR AN ADDITIONAL 4 -HOUR PERIOD. IF PRESSURE CONTINUES TO FALL, RETEST THE JOINTS. 116. CONTRACTOR SHALL PROVIDE THE ADDITIONAL, TEMPORARY MEMBERS REQUIRED TO SUPPORT THE WEIGHT OF THE TEST LIQUID. FOR VAPOR OR GAS PIPING THAT IS SPECIFIED TO BE HYDROSTATICALLY TESTED, 117. CONDUCT FINAL ACCEPTANCE TESTS ON BURIED PIPING THAT IS TO BE PRESSURE TESTED AFTER THE TRENCH HAS BEEN COMPLETELY BACKFILLED. THE CONTRACTOR MAY, IF FIELD CONDITIONS PERMIT, AS DETERMINED BY THE ENGINEER, PARTIALLY BACK FILL THE TRENCH AND LEAVE THE JOINTS OPEN FOR INSPECTION AND CONDUCT AN INITIAL SERVICE LEAK TEST. THE FINAL ACCEPTANCE TEST NOT TO BE CONDUCTED UNTIL ALL BACKFILLING HAS BEEN COMPLETED. 118, WHERE ANY SECTION OF PIPE 15 PROVIDED WITH CONCRETE REACTION BLOCKING, DO NOT MAKE THE PRESSURE TEST UNTIL AT LEAST FIVE DAYS HAVE ELAPSED AFTER THE CONCRETE THRUST BLOCKING IS INSTALLED. IF HIGH -EARLY CEMENT IS USED FOR THE CONCRETE THRUST BLOCKING, THE TIME MAY BE CUT TO TWO DAYS. 119. PLUMBING DRAINAGE AND VENT PIPING: FILL SYSTEM WITH CITY WATER AND CHECK JOINTS FOR LEAKAGE AFTER THE ILSI DURATION. SYSTEM MAY BE TESTED IN ITS ENTIRETY OR IN SECTIONS BUT NO SECTION IS TO BE TESTED WITH LESS THAN A 10 -FOOT HEAD OF WATER. IN TESTING SUCCESSIVE SECTIONS, AT LEAST THE UPPER 10 FEET OF THE NEXT PRECEDING SECTION IS TO BE TESTED SO THAT SECTIONS ARE TESTED TO AT LEAST 10 -FEET OF HEAD. 120. RECTIFY DEFECTS THAT DEVELOP, DURING TESTING AND RETEST THE PIPING SYSTEMS UNTIL THEY SHOW 'NO DEFECT OR WEAKNESS AND ARE TIGHT. 121. REPLACE MATERIALS DAMAGED DURING TESTING AND FLUSHING. 122. USE NEW GASKETS EACH TIME .4 FLANGED JOINT IS 1AADE UP. 123. REPAIR DEFECTIVE WELDED JOINTS IN ACCORDANCE WITH THE APPROPRIATE PIPING CODE. REEXAMINE REPAIRED COMPONENTS BY THE ORIGINAL METHOD TO DETERMINE FREEDOM FROM DEFECTS, AND RETEST ALL REPAIRED JOINTS. COSTS FOR SUCH REPAIR ARE THE RESPONSIBILITY OF THE CONTRACTOR. 124. KEEP TEST RECORDS FOR EACH PIPING INSTALLATION. THESE RECORDS ARE TO INCLUDE DATE OF TEST. DESCRIPTION AND IDENTIFICATION OF PIPING TESTED. TEST FLUID. 1ISI PRESSURE. TEST DURATION. REMARKS, TO INCLUDE TYPE AND LOCATION OF LEAKS REPAIRS MADE ON LEAKS SIGNATURE AND DATE BY WITNESS. CERTIFICATION BY CONTRACTOR AND APPROVAL BY THE CONSTRUCTION MANAGER. 125. AFTER PIPING HAS BEEN TESTED, THOROUGHLY BLOW OUT GAS, FUEL OIL AND CHEMICAL LINES WITH AIR UNTIL DRY, THOROUGHLY FLUSH AND DRAIN ALL WATER ONES. 126. PROTECT EQUIPMENT, INSTRUMENTATION AND CONTROLS FROM DEBRIS WITH TEMPORARY STRAINERS OR ISOLATION PLATES DURING FLUSHING AND DRYING OPERATIONS. REMOVE PROTECTIVE STRAINERS OR PLATES AFTER COMPLETION 127. CLEANUP: AT COMPLETION OF WORK, CLEAN EXPOSED PIPING THOROUGHLY. REVIEWED FOR CODE COMPLIANCE ApOof4VFD FEB 16 2011 City of Tukwila BUILDING DIVISION sru PC - PACKAGE 1, BLDG 02 -127 J1586456 -02 2 2010 CODE REVIEW & RE -ISSUE FOR d10 ..4 586458,02 er H01 /CDA 1161 /CEN APPROVED DATE SYM mew ASPROYED 03.04.09 09.15.10 gLatiralefirg ACCEPTABIUTY 1H6 DESIGN RND /0R SPECIOCATIoN 6 APPROJED DRAWN B. N1DN MEWED P. TSCHERNEGA Da 10.31.08 03.03.09 5880710 GENERAL NOTES ECEIVED JAN 24 2011 PERMITCENIER RE- ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 o1T 09.15.10 APPROVED 85 DEW. 1151E ENCIATEEK MM A0 10.31.08 CHECREO WOWED 03.03.09 B. CHINN 03.03.09 MECHANICAL MASTER BUILDING 02 -127 PLANT 2 SHEET JOB N0. OWC NO. M2D 586456 -02 COMP NO. 02 -127 -1420 \__._1— _ maxi IFC - PACKAGE 1, BLDG 02 -127 10. -0. SLOWDOWN SEPARATOR 25' -0" I SUPPLY FAN (T1P 3) (6) 25' -0" COND. TK & PUMPS UNIT HEATER (1YP 4) ELECTRICAL ROOM IA8 & CONTROL ROOM CI 0 0 3 -3 TANK _ LIQUID SEPARATORS LzIII � I = 6--1_.2 -6-i • 4-0" I1' -0" ii I1 CONDEN FILTERS T -(11) it 7,1 1 al F� 1 — "'L - ^ 1 OIL MIST I ELIMINATORS J J 4586456 -02 2010 CODE REVIEW & RE -1555E FOR WC- • 56E450°02 05 801 /CENT #iGI /CENT r r CHEMICAL INJECTION No.1 AIR COMPRESSOR No.2 AIR , ®. COMPRESSOR COALE$INGI DESICCANT ® 4 RYERS V"1✓ I�1: a FLOOR DRAIN WATER (TYP) TREATMENT T O T __ -Q" =D+ittt, ad r WOWED DATE PIPE CHASE FIRE RISER ICI PARTICULATE FILLERS GENERAL ARRANGEMENT SCALE 4' -8" 4.. 6' -0" 4' -0" 55 03.04.09 09.15. 10 gLAIFiZEZAW 09.15.08 03.03.09 09.15.00 03.03.09 8. MINN 03.03.09 SUBTO E n REVIEWED PL FOR CODE COMM FEB 16 2011 City of Tukwila BUILDING DIVISION ECEIVED JAN 2 4 2011 CENTER GENERAL ARRANGEMENT RE- ISSUED FOR CONSTRUCTION • GAREN, KMOOH f5w500 Harris Group Inc. 12395.00 2 09.15.10 MECHANICAL MASTER BUILDING 02 -127 COL A/D -1/5 SNEEf .5 N0. M3 586456 -02 LP NO PLANT2, WA 0550 50. 02- 127 -M3 FUNNEL DRAIN FOR • DETAIL SEE 114110 14522 2 -85- Prnt,i ( Fi LOCATION or 3 " -A SEE DWG 2- 85 -M455 O 2V,UP FC0 1 2' CW FOR TRAP PRIM 0 FCO 11( VTR 2"V,UP 2'SAN, U FOR CO DWG 2 -I UATION SEE (` - 14114110 1 `! I frt, 0 FCO p FCO (3) 2V DOWN—,FeO E FOR IA PIPING i 1 REFER TO SHEET rCO M455 m 10 OUTLINE OF MEZZ. ABOVE —J _. 01 8 it / 2`SAN, DN FOR CONTINUATION DWG 2- 85- UG14110 1- -- 0 FCO -T COMPRESSED AIR DOWN TO DRY FIRE PROTECTION SYSTEM FOR CONT. SEE DWG 114260 1/2' A r OHWA FUTURE 04 1� I I�. III 1 4.1.--.Zr. 'IL J. _ tip; : °i Vt� - Ili fl SEE I- T J II :. t114. 1i ` 11. 41 — FCO 0 I ��rlrilii; , 1/2 HW Ip `2' CW FOR 4" RWL ROOF LOCATION SEE ARCHITECTURAL ROOF PLAN, SHEET A160 6" FIRE RISER FOR LOCATION SEE DWG 2 -85 -114260 1/2" CW FOR TRAP PRIMER 0 FC0 • 1/2' CW FOR TRAP PRIMER -FOR 4" RWL ROOF LOCATION SEE ARCHITECTURAL ROOF PLAN, SHEET A160 SANITARY SUMP FOR DETAIL SEE 4" SUMP VENT THRU ROOF 11411010602 2'VTR,UP cW 1 A J CW FOR TRAP PRIM R 2V,UP FUTURE i -� FUTURE I I 11°PW -PR[ URE R STATION 2' -6' AFF (SE *GRAM 1421) 1 /2'FW EE 64542 I , 1 1/25- /1:1/2V SEEM 1 1/214W SEE M542 - - -.114110 L 0' (diN) 2 1.IA H:ADERF (SEE 14455) 1 17 114110 40 6 "-CW CITY 1 WATER STUB -UP 6'-CW FOR t COM SEE J/ I 2- YD -M134 12' -6" FOR ALL OTHER PIPE ROUTING ABOVE SEE DWG 2 -85 -14454 (FOR CONT I SEE -YD -M587) 114110 M524 6" -PW FO COOLING TOWER MAKEUP (FOR CO SEE 2- YD -M587) 6 " -PW FO COOLING TOWERS/ . FOR 2 " -C91 (DOMESTIC WATER) PRESSURE REDUCING STATION (ABOVE), SEE SECTION F FIRST FLOOR PLAN (:) SCALE: 1/8' =1' -0` sa 9Y ORE 9Y 0.01E A RECORD DRAW0JC RECORD DRAWNG 41982190 -00 '7j932191 -00 961/RB 2.5.01 HGI/SDF 8.31.01 B 300 AIR COMP. 925042±- RECORD DRAWING 31713144 --00 NGI/WC C1 WC - PACKAGE 1, BLDG 02 -127 4585456 -02 HCI /GEM �A IV IW C 2deli D1Iai & RE -ISSUE FOR 9C J1585456 -02 H1 /CEA1 09.15.10 art to RI II l Arc Pvrhanna of WA Inr. Fnr IMAM r.nnditions Aareement see www 12.20.02 03.04.09 ce;LAWASESfAl xwa.com - A ays Verify Scale �1 r. 1, 9.11.98 5.21.99 521.99 5.21.99 5.21.99 5.21 99 USTITLE LEGEND GENERAL NOTES 1. ALL AIR DROPS /RISER ARE 3/4' UNLESS OTHERWISE NOTED. 2. ALL AIR DROPS /RISERS TO EQUIPMENT AND /0R QUICK DISCONNECT SHALL HAVE AN ISOLATION VALVE INSTALLED NO HIGHER THAN 6' -0" AFF WHERE POSSIBLE. 3. ALL DOMESTIC COLD WATER TAPS TO SINGLE FIXTURES OR A BANK OF FIXTURES SERVING A SINGLE AREA SHALL HAVE AN ISOLATION VALVE INSTALLED NO HIGHER THAN 6' -O" AFF EXCEPT WHERE SHOWN OR WHERE NOT POSSIBLE. 4. ALL AIR BRANCH LINES TO BE SUPPLIED FROM • TOP OF MAIN HEADERS. L WALL MOUNT, PORTABLE EYEWASH STATION, HAWS MODEL 7500E13 (REFERENCE 2- 85 -1E60 FOR POWER TO HEATER). BIM' COOLING TOWER CHEMICAL TREATMENT SYSTEM (REFERENCE 2- YD- M318). REFERENCE DRAWINGS CONSTRUCTION NOTES INSTALL NEW 4'CW WITH ISOLATION VALVE IN EXISTING 6 "CW FOR CW SUPPLY TO NEW 02 -127 BLDG. ROUTE THRU CUB TO UTILIDOR ON NORTH SIDE OF BLDG. REVIEWED FOR CODE COMPLIANCE ���® :" ECEOVE® F: B12011 JAN 2 4 2011 City of Tukwila PERMITCENTER BUILDING nIVISIfPJ RE-ISSUED FOR CONSTRUCTION Harris Group Inc. 6' 4' 0 4' 8' 16' SCALE: 1/8 " =l' -0' PLUMBING STRUCTURAL TASTER BUILDING 2-85 AUBURN, WA REVISION 'C2' ONLY ROC/CM ONE 09.15.10 PRWECT 12395.00 wax Moult aCT P1Yr J #586456 -02 MIT C2 EN2NEM 11W CQA DCW 09.15.10 1M110 'W 962190 -00 COMP ND. MG NO. 2 -85 -114110 TAG. NO. MANUFACTURER MODEL NAME /NUMBER FE FT -1905 Seametrics MR- 200— G(100) 2" — 100 qal /pulse FE /FT -1913 Seometrics MR -200— G(100) 2" — 100 of /pulse PI -1900 Ashcroft 45- 1279— SS -04L— XPDNH -0 160 PI -1902 Ashcroft 45- 1279— SS -04L— XPDNH -0 100 PI -1910 Ashcroft 45- 1279— SS -04L— XPDNH -0 160 PI -1912 Ashcroft 45- 1279— SS -04L— XPDNH -0/60 >CITY WATER > 6 "CW 2— YD —M134 > /BTWT PW \MAKE —UP / 6'PW CM ON PW PCV SET AT 75 PSI 400 GPM NORM. TO YARD. BLDG. 2 -85 BRYI CT MAKE —UP PW dET 6" co" 1 I ><11 BFP I I) 485 GPM NORM. r 447 GPM NORM. 615 GPM MAX. 577 GPM MAX. 4" n PI PCV SET AT 60 PSI A 91 B2 RECORD DRAWING 4982190 -00 RECORD DRAWNG 4982191-00 9'C - PACKAGE 1, BLDG 02 -127 4586456 -02 2010 CODE REVIEW 8 RE -ISSUE FOR IFC 4586456-02 BOMB HGI /SDF 990 /CEY 1101 /Cal 2.5.01 B.31.01 03.04.09 09.15.10 2- 85- old Water - Flow Diagram_ Drnvi TYP 2"PW Del D4 3"PW 3" 6 "x3" D 2 !CUB CW cw CUB %S., MISC/ 38 GPM CONT. 2- 85 —M542 LEGEND GENERAL NOTES D' SEE INSTRUMENT INSTALLATION DETAILS 2- 85 —M322A THROUGH 2- 85 —M322D FOR REQUIRED INSTRUMENT CONNECTION SIZES. 2. SEE DWG. 2- 85 —M2C FOR VALVE SCHEDULE. PW PW SET AT 80 PSI 1 1/2" AUTO AIRVENT PCV SET AT 35 PSI gifiraW0Ar4V* i>a 3' 3/4' ei SAN `Flt' 1 "PW \CUB \ 0 GPM NORM. /HTG WFR MU / 10 GPM MAX. 2- 85 —M319A REFERENCE DRAWINGS CO ▪ 3 "PW \CUB \ 0 GPM NORM. /CHW MU / 120 GPM MAX. 2- 85 —M3128 PULSE INPUT TO —` LAKEWOOD CONTROLLER r 2" RESTRICTION UNION D 120 GPM NOW. 3 "P CU8 0 \ ICI -0 — 4 -BASIN FlLL M /I1/ 120 GPM CONT. n.4 4n R7 nIrinro of 1 It Ir,r Gnr ncmna f:nnAitinnc Anraamant car? www hywa rnm - Always Verify Scale 2"PW PW 2' 3" 2- 85 —M313A ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS AMMO APPRE ED BY DEPT. 2.27.89 5.21 99 ADMIRE COLD WATER FLOW DIAGRAM REVIEWED FOR CODE COMPLIANCE Am fvF® NOTE 011 City of Tukwila BUILDING DIVISION RECEIVED JAN 24 2011 CENTER RE- ISSUED FOR CONSTRUCTION Harris Group Inc. REVISION '82" ONLY • 1505 ROG /CENT WAY& 0117®: WOf PWf J1586456 -02 09.15.10 PRDIELT 12395.00 B2 EMCEED CHECKED: CEO OCW 09.15.10 DATE L JOHNSTON 5.21 99 /b 5.21.99 R. BERRY 5.21.99 L COSTELLO 5.21.99 MECHANICAL MASTER BUILDING 2-85 PLANT 2 SWEET MN .1 982191 -00 De0 ND. 2- 85 —M321 3.5' -0' ° LEGEND 1Z-1 ve I 1.-0. W 10' 12_518._ M4 M520 MATCHUNE FOR CONTINUATION SEE 2-85-M451 r RV • —7' <>/- 5-8 PER DETAIL SUPPORT M450 M520 1.4521 ! 11 1: 1 ; 1 rr -CHWR I 11 j i ' 1 11 1 M450 M520 M450 M520 14.-CIWM (FUTURE) r-CHWR — (FROM HIGH ; PODIT VENT) 11-5' 11450111531 /S-26 , SUPPORT PER DETAIL 1A450 M531 / 5-3 SUPPORT PER DETAIL 11450)11530 GENERAL NOTES - REVIEWED FOP CODE COMPLIANCE ApponvEn FEB 16 2011 1, FOR PIPIN - RWL 2-DRY SPRDIALER r FIRE RISER 0 3/e-a5v Bop ; 0-8 le-CHWR (DISCHARGE). S-8 10.-CFRoS (SUCTION) -(*4>•-_4 • 1 1 14"1-01135 ie-CHVIR r IVENT 1TFIYU ROOF) 3.1111FURE , • i • ; ; ' I 1/4' M 50 71-77L"..'1,7.•• City of Tukwila viSION 12--CHWR t 12.-CPAR 14"-CTIVS 1 it tr-cmws 0. 1r -CTWS. r--crws 1r-cm FF t e-cuo t r-ams tr-cm t r-ovs 4. fr-CIVIR t r-onvs r CIWR - (33—e REF 7 5-8 -Ft-10--CHWS LOISCILARGE) ; . lox E•4K RED Fag W-8" • 31-6' 5-8 1r-CHWS (SUCTION) 1' RECEIVE JAN 24 2011 M450 11520 1 . : 3' VENT -1,', (THRU ROOF)",,: r RUFTIRE DISC : I ! 1 : • • ; FUTURE : .44 ; - 20:13 .0.8120:4288 ilMEEE=8,51111TEAL . FE il.tATCHIJNE FOR CONTINUATION SEE 2-YD-581 t.coarx =1043213 AIL 111/ FUTURE ktd. L 0 0 Elk w i I 1 1 1 1 'i-22;r2 11-04202a COMPRISO/MONORAE, ARM 1ff \\•- 61AINTEILOICE AREA (TYPICAL) 20x-o'1• 6--C11111 (BACKFLUSH) j • 1 1 ; , EYE FLASH „;.....:p///— CT TREATMENT SINN CONSTRUCTION NOTES INSTALL NEW rCe WITH ISOLATION VALVE IN COSTING 6'CIV FOR CW SUPPLY TO NEVI 02-127 131110. ROUTE 11190 MB TO UTLIDOR ON NORM SIDE OF BIM. CW PRV STATION J I :1 • . M450 11524 1 WATER PRESSURE I E W FOR DOMES-11C REDUCING STATION T SEE SECTION El •„•;,1 L__ 4 3/8" J 1F-6" Err ORM SA1 12; 1 3/4' Ir -1 1/4" PARTIAL PIPING PLAN LOWER LEVEL–EL 100'—O" SCALE: 1/4".1*-0" RD:0110 DRAWING J1962190-00 14GI/RB 02.05.01 A ADD WATER FOR DI. UNIT 61 IFC - PACKAGE 1, BLDG 02-127 82 2010 MOE HEWN & RE-ISSUE FOR FO 4524872-00" 4586456-02 4586456-02 SMUG 60/9911 IIGI/CS/ 05/20/02 03.04.09 09.15.10 2-85-M450 Partial Piping Plan Prnui tn RitiltlArc Firphannp nf WA Inc. For usarle Conditions Aoreement see www.bxwa.com - Always Verify Scale 1V-8 5/e g)LATLIEZAW. 11160111450 –17.4 atria% Ner op° 6' BACKFLOW PREVENIEW 7 - - • - Ir . , ACCEPTABILITY splacmoDESITIsrpZED Al.PRWED CEPT. DATE LA) 1 52129 BERRY 1 52129 WC 1 5.24.90 MECHANICAL MASTER FOR PIPANG PARTIAL. PLAN AT El. 112-0 SEE CMG 2-85-M456 PARTIAL PIPING PLAN A�4i —0 KEY PLAN 0 RE-ISSUED FOR CONSTRUCTION Harris Group Inc. RENISION If ONLY OPPROVED WE PROJECT 9.01.4/0E14 09.15.10 12395.00 04490 exam I mon OWED; WM PlYT 1 CETI DCW J#586456-02 BUILDING 2-85 PLANT 2 SMEET M450 .48 90 524872-00 2-85-M450 .5, 35' -0' 35'-0 FOR PARTIAL PIMA 0EL 110• -0' AND BELOW 2 1/2' -GIN'S DGhliaKi A t 21/2' -GAWK I (� rl 4t1 —T1 04 FROM SAM PUMP \` v 1/ PARTICULATE AFTERHLIER •m M45 M531 T 8- A300 4'x8' PSV M531 13451 M525 M451 M531 SEE SECTION FOR ;I SUPPORT (TYP 6) M451 M531 14451 M524 1' -A DN SEE 8455 - BALANCING VALVE N VERTICAL H -1 .1.-6-12-• 8' -A BYPASS UP THRU ROOF ` . -f0'f 2 -1' ! 2' -1• 18' 16' 14' 615 INLET UP THRU ROOF, SEE 6160 UP AND 8455 DR . MONDWNL/COMPRESSOR 4. I i MONORAIL i MOryNORAIL i-r; - )-'f -- 22' -10 1/2' ( C 1;.1 if 1,',1 1,1 . [..1 1 0 t.-i FUTURE i F� `t'• 11 18' -9 1/2' 13'-0 l/2- MATCHLINE FOR CONTINUATION SEE DWG 2 -85 -454 PARTIAL PIPING PLAN n N SCALE: 1/4' =1' -0" 11460 14451 5YM lO APPROVED DOE 5r1 RECORD DRAWING Jj982190 -00 HGI /RB 02.05.01 A 3001 AIR COMP. *STALL- RECORD DRAWING 4713194 -00 HGI/SDF 12.20.02 81 FC - PACNAGE 1, BLDG 02 -127 J1586456 -02 HGI /GEM 03.04.09 B2 2010 CODE REVIEW & RE -SSUE FOR RC 4586456 -02 H$ /CFJA 09.15.10 2- 85-n51 Partial Piping Plan Drn.ri ar! 4r. R. r,f 1AIG In■ Few Lear r.nnrlifinn5 AnrnAmA.nt CPA www hTEwa c.nm - Always Verify Scale AF®4EF�� ACCEPTABIUTY THIS OE4GN AND OR SPECIFICATION IS APPROVED BY DEPT. DATE MD HOLT L JOHNSTON 1. JOHNSTON R B RY 9.8ERRRRY APPRMMD L CO0mJ.O 10.16.98 5.21.99 521.99 5.21.99 5 .21.99 5.21.99 suem E LEGEND �.S SUPPORT PER DETAIL M4511M530 /S -2 SUPPORT PER DETAIL M4511 14530 SUPPORT PER DETAIL M451 M530 _G-1 GUIDE PER DETAIL 144511M530 �2 GUIDE PER DETAIL 144511 M530 —G-3 GUIDE GUIDE PER DETAIL _6-4 GUIDE PER DETAIL M451114531 144511U530 HANGER PER DETAIL 144511 M532 / H -3 r HANGER PER DETAIL M451114532 -s a HANGER PER DETAIL M45 145.3 „..)0.1:1_, _, ANCHOR PER DETAIL M4511 M530 1 1 ANCHOR PER DETAIL M451 M530 GENERAL NOTES L' NUMBER SHOWN DENOTES EXISTING VALVE NUMBER. (TYPICAL) MEWED JAN 24 2011 MIER CONSTRUCTION NOTES PARTIAL PIPING PLAN STRUCTURAL MASTER BUILDING 2 -85 AUBURN. WA REVIEWED FOR CODE COMPLIANCE M PLIANCE AP®P�'Vf YED FEB 16 2011 City of Tukwila BUILDING DIVISION ooQQQ KEY PLAN IOW MS —O —0 RE- ISSUED FOR CONSTRUCTION Ill � /GEL 09.15.10 1i395.00 BRAMIC Qfxl¢u MOH 0GT PWT Cf1l DCW CURREN1662020* 509900 p OA9E — J #586456 -02 B 2 09.15.10 s9¢r Harris Group Inc. RLYIS09 02' ONL6 M451 JOB WI 962190 -00 COMP M0. DWG N0. 2 -85 -14451 2-85 - Prnvi 35 -0' 30 -0' 30 -0' 5 � -0' ;1'- 10'3' -t' 1 t' -1• 16'l 16'i I 4 'I 1 4 •11 .oI 20 -0' MUTCH181E FOR COMINW710N SEE 2 -85 -4451 M454 M520 M454 14520 (M) 11520 14454 M454 M521 ._ ._ fL 24• -C7Vi -- -- G -24• -C WS 0-CHWS T 4 • G-J C-2 2'- 2* (FROM AS -0i) G_2 e� `-CMNR 0 CHP-07 V 2 TV 1 11JHEnit 4'- CHWR —+1 © 1 - --I _110-0 G-5 (MR) �� I W=- 1 ECC ..... e ts, RED FOB (11'P2 ■ 4rtt.rm J /`-WW .' �I I1 »i 0- -- POT- FEEDER' -- 3 /4' -CHW TO ��� 4' -CHWS _�■r•� POT FEEDER 20'1 6' ECG 0 . 1 i ® 4' CHWR =�g —� 4'- LP5 /0-2 4 - 5 -1 4• -lPC P /5-2 e- PC /G -1 10'x8' ECG (7w 22) RTED ROUTE TO UNIT MR'S PER 2 -85 -11460 rxr Ow) MPS 8' _M".11.1._. G -1_ 211. FE 70 -----4 21 ECC R.D FOB LEGEND SUPPORT PER DETAIL M454 14530 SUPPORT PER DETAIL M454 14530 / 5 -3 SUPPORT PER DETAIL 14454 14530 5 5� SUPPORT PER DETAIL M454 14531 _0 -1 I GUIDE PER DETAIL M454 M530 =G -2 1 GUIDE PER DETAIL M454 M530 `0 -3 GUIDE PER DETAIL M454114530 = G 4 GUIDE PER DETAI L 1445414531 -G 5 GUIDE PER 10 DETAIL M454114530 HANGER PER DETAIL M454 M532 xA -1 1 ANCHOR PER DETAIL M454114530 5 4 )(A -2 1 8-1 1/8' M454 M530 (~VP 5) 8 9' -5 1/4' 12' -1 3/8• 7' -9 3/8' 10-9 1/4' 13' -9 3/8' X12 5 /8J ANCHOR ( 8 PER DETAIL 11461 1530 xA -3 ANCHOR PER DETAIL SUPPORT PER DETAIL GENERAL NOTE 1. FOR PIPING BELOW SEE DWG 2- CONSTRUCTION 0-0 5/0 2 -8 5/88 9' -4 3/8. M454 11520 11'-0 3/8' 13' -1 5/0 15 -1 5/8' ri 6' -10' 6' -CHWS 15' -0' 6' -CHWS ALI M45,4114531 DL -2z AEL 1— 60 /PROVED Oar 4 AUTO A01 VENTS 2 3'x2 1/2' (1YP) — — ._ __ _JMTC4f6 UNE.R C01D91U9TLON SEE. 2- >P =4�@L __ �_- -- . 0__ _ _ . 506641 M454 14524 PARTIAL PIPING PLAN UPPER LEVEL —ABOVE EL 1 15' -0" 0 SCALE: 1/4` =1' -O' 11460 14450 RECORD DRAWMG J1982190 -00 H01/40H 02.05.01 Al IFC - PACKAGE 1, BLDG 02 -127 486456 -02 4161/0£11 03.04.09 A2 2010 CODE REVIEW & RE -ISSUE FOR 8C 4586456 -02 1401 /GEM 09.15.10 Art to Rtiilrters Fvrhanna of WA Inr. For tisane Conditions Aareement see www bxwa.com - Always Verify Scale gLA0147.E71161W® 10.16.98 5.21.99 5.21.99 5.21.99 5.21.99 5.21.99 5' -0' I 3'-0' 2• -5• SUHORL 1� MECHANICAL MASTER 2' -5' AEI 14454 M456 FOR PIPING PARTIAL PLAN AT EL 112' -0' SEE DWG 2 -85 -4456 PARTIAL PIPING PLAN EVIEWED FOR E COMPLIANCE PD fVF -MO TESF EB 16 2011 N City of Tukwila RECE ` r ''; j IN( f IVI ifl JAN 2 4 2011 0 0 0 KEY PLAN =min 0 —o RE- ISSUED FOR CONSTRUCTION Harris Group Inc. REVISION • A2' ONLY • ROO /OEM Sac 09 15.10 Rom 1239500 0211111: WG1 CROXECI Ina MOM CIEOID GEM DCw 41586456 -02 A2 DA 09.15.10 BUILDING 2 -85 PLANT 2 SHEET M454 JOO NO. 982190 -00 COUP NO DWC NO 2-85 -M454 r-to- M531 13" 9. 101 13 I I !! M530 i ! i e: 9. 116, HH 4•46' 17-0' Ifir H-2 M455 M455 M _ . (4"-REUEF 58141 11400 ROOF) M455 M525) I .1 AIR COMPRESSOR 9 $44551 M524 8' 514.1415 81.90 2 1/2c4 PRESSURE RELIEF VALVE 4 TRU ROOF SEE DETAIL M455 M524 _41 3*-C111S UP FOR COST SEE 4.4451 I"-A UP FOR COM. SEE 14451 AFTERCOOLER 1.1 141 - 1 B1 1.1 6.-KBYPAM A:R COMPRESSOR 961RUMENTA1I0N _ 3:7c9.11B _ 0,14 \-FOR CONT SEE M451 - (TYR) 1/2' CONDENSATE TRAP 015CI4ARGE (TYP 4) 14' UP THRU ROOF 521- 1W-9 1/2' I -2 I/2- RECORD DRAWING 4992190-00 HGVR8 ■PPRCNED DuE 02.05.01 5114 -8-8 FOR ROUTING OF AIR USES SEE DWG 19110. ° LEGEND / H-2 HANGER PER DETAIL M4 4.532 SUPPORT PER DETAIL M455 M531 GENERAL NOTES 1. FOR PIPING ABOVE 1121-0' SEE DWG 2-85-U451. E> 1/4" FPT BRONZE FLOW SIGHT WITH ROTARY INDICATOR 1ACMASTER-CARR PART NO 4200K41. REVIEWED FOR CODE COMPLIANCE APPOnVED , t FEB 1 6 2011 REFERENCE DRAWINGS CONSTRUCTION NOTES „ ' City of Tukwila ING DIVISION ECENE AN 24 2011 CEMR RE-ISSUED FOR CONSTRUCTION PARTIAL PIPING PLAN LOWER LEVEL @ EL 112'-0" SCALE: 3/r=1'-o- Harris Group Inc. REVISION '02' ONLY M4511+1455 09.15.10 PRO.CCT 12395.00 EICHEIR CICOKEM CEM DCW A 300, AIR COMP. MINI- RECORD ow= 4713194-00 DEMO 2-64 BUILDING 4160443-00 HGVSOF DOING 12.2102 08.29.06 Cl WC - PACKAGE i, 8.DG 02-127 4088455-02 HGVCEM 03.04.09 2-85- Z5Z fazidtal rlaigrineplaianoR IFC 4586456-02 HGVCEM 09.15.10 Pr�vitIet1 tn Builders FynhannA nf WA Inc For usaaa Conditions Aareement see www.bxwa.com - Always Verify Scale g)LAISZIEZAVE7* ACCEPTABIUTY 1148 DESIGNsAOLD 02 23 99 5.21.99 5.21.99 99 5.21.99 5 21 99 L COSTELLO 5.21.99 PIPING PARTIAL PLAN J#586456-02 saw 09.15.10 BUILDING 2-85 STRUCTURAL MASTER AUBURN, WA DWG NO. 982190-00 2-85-M455 EL 132' -44.. 4"-CHWS/4"-CHWR W7111.-t-h 01100 00 1251 miER 0051 111I-5 1/2' • 8.-2 3/4' (Kr) 61100 00 1251 CHILLER WAFFLE PAD i• 20"-CHWS r 5. 24"-CTWS 1 / r i. 24'-CIWR 20'-CHWR 1 I AA; .1"20.-AS-Ct1IWROI • 8"-ctra 1 ' D-01 12*-CHWA 0 0 A \ ,...,- ■Qz_,J0 ,...1 TOS EL 118' -2' TOS EL 115.-0' r-CHWS 6' DOE / 1 3'-PW r Q 4' PC Q 4' IPS 6' MPS 2' DRY SPRINKLER • 6- FIRE •/ 90-09ELL: I TOS EL 120'4' TOS EL 115.-0" 10'4" ECC RED FOB (1P2) 11r-9 1/4' 1911510 2019 DUST /-VALVE IrK6' 1109 900 MST TRIPLE /-DUTY VALVE EXIST Fla CONN ••-•-14.■ - 1 3"-PW 1 2*-AIR 1 4- PC i —14' LPS 1 6' MPS/ EMT VALVE/ ,//RE: CONN DUST 12,10 SUCTION OFF DUST 8x8 SUCTION TIFF TOC EL 100I-0' • 105 01. 129.-0' _ LEL 118I-sim TOC D. 100I-0' 856 ECC RED (FOT) SECTION SCALE: ye= 1 '-0* LOOKING WEST AT COL C I6-c0165 A M450,M4 8.41,4520 FLEXIBLE CONNECTION (TW.) 1 TOC 8. 100'-o" 4-- 4 I I ., L. 1 ■ 'I l' -- -CWP .qg ,LWR' \o3/ SECTION B SCALE: 1 /4*---1" -0" M450,84541.1520 LOOKING WEST Al COL 8.5 TOS EL 118.-2" TOS EL 115.-0" 1* Wzr CON RED • 4 .1: .....1—/11 .I2 —1...—/ / ; TOC D. 100.-0" i / 10-K-6"--/ &I3 ECC RED c- (00T) . ,L;HP UT:F." 46 :1?' ,„,,„E.) / \0_2./ \IL/3 ‘-- SECTION SCALE: 1 /e=1•-0' 13450,14145418520 LOOKING NORTH AT COL 3.5 r-CFPNR 57. \cis/ SECTION SCALE: 1/4=1'-O' M450,M454,8456I4520 LOOKING WEST AT COL D 01 APPRCNED DUE SYM RECORD DRAWING JI982190-00 PIGI/REI 02.05.01 Al 02 2-85-M u Provide to IFC - PADKAGE 1, BLDG 02-127 4386456-02 14d/C911 03.04.09 2010 CODE REVIEW & RE-ISSUE FOR IFC 4586456-02 liGI/CEM 09.15.10 ping Sections and Details ers xc anae of A. Inc. For usaae Conditions Agreement see www.bxwa.com - Always Verify Scale u • gi.gratm-,A6g. 1.„ EL 132I-4" 105 EL 130.-8" M520 C 550 H ITEM 1 8520 CA) 64520 61532 C-CHWS DETAIL SCALE: 1 kr= 1 '-o" 4'-CHWR 11F14314920 TOS EL 527-0' (zEr) WAFFLE PAD, 508052 00 STRUCTURAL SUPPORT FRAME STRUCTURAL SUPPORT FRAMW8x18, FOR DETAIL SEE DWG 2-85-S4O3 • • FOR •STRUDDIRAL - SUPPORT DEMI SEE DWG 2-85-0403 5106 1 525T CHILLER FRAME 3/8"x5 1/14.x12"-/ REM 2 : 1 ITEM 3 - 4.-CHWS SECTION 5C4LE: 1/4".1.-0' 1445,0111450 CH-5 ROOF LOOKING NORTH AT COL. 3 TIP 4 Lrxrxr1G 1/8' GAP (TYP) AT (5115 6) DETAIL SCALE: 1 /4*-- P 3/8%5 1/4"•12' (5115 6) [7> 1/4' 11520 DETAIL SCALE: 1 / 4...1' -0" 11.04.98 5.21.99 5.21.99 5.21.99 5.21.99 5 21 99 STRUCTURAL SUPPORT FRAME W8,18, FOR DETAIL SEE DWG 2-85-S403 61520 SUBTRE r-CHWR M520 LEGEND GENERAL NOTES Fr> VIBRATION ISOLATOR: ITEM 1, MASON INDUSTRIES, SW WAFFLE PAD 4'4%3/4' TIC DTP 2) ITEM 2, MASON INDUSTRIES, SW WAFFLE PAD 4N13',3/4" THK MP 2) 15115.5 3, MASON INDUSTRIES, SW WAFFLE PAD 4"x10"1/3/4" INK MP 2) REFERENCE DRAWINGS CONSTRUCTION NOTES REVIEWED FOR RECEIVED CODE COMPLIANCE Apoonveo FEB 1 6 2011 City of Tukwila BUILDING DIVISION PIPING SECTIONS AND DETAILS JAN 24 2011 r i RE-ISSUED FOR CONSTRUCTION . 11 • Harris Group Inc. RDISION "Ar ONLY Roc/cEm DOE 09.15.10 PICUECT 12395.00 COM MEM: WGT PITT 4541 REWSKIN J1586455-02 A2 MOM CHEIDOLD: CD/ DCW DATE 09.15.10 MECHANICAL MASTER BUILDING 2-85 SHEET M520 ,Ke Virop PLANT 2 982190-00 2-85-8520 COMP WI TOS EL 120'-0' 3T-0* I L ' 11 11 11 - i I I 11 1; J.. BOP/945UL EL 11T-0'1____ " 1!1 111 1,1 TOC 01. 100.-0 • (REF) - I I! 04 gl 1 lit 16-x14' ECC RED (FOB M523 M531 3T-0* (RD1 •,- - i IT I: .,. ........ 11 . ..-... VIR mammotemillw 410 I I 16-414" 8*-A300 2 1/2*-1iPS M523 M533 % EL I0T-0' /2 -A300 alltIte=i Or: 505a02-5 (PLATFORM. REF) TOC B. 90.-6* a.' 1 itt 1 11:17 4'-PC • Ma 1 (REF) i 1 - — ---i- 1 1 i , 7 11 li 1!! i El i !!,, , • • • • i • . 11 21 2, .61 tc.. II II 4.—••••• I I 11 I 1,1 E EL 11T-0* -94 —.1_1E121_ • • '- 8--mws 6-PC 1:1=1: r4:rce I nink ifl II' a gc Awal•Www. ■41111111111111/ I ij 1,1 1;1 I II —r MONORAIL CPIT' 3) r -A 2*-A3O8.. • --- - 7-4* VTR 1 I I !, i• i I .1 1 .0 . T T 1 FOR 009190971014 SEE DWG 2-85-114110 6--pc Tramirilmejszma% 2<2r 5 M523E4533 M523 M534 6*-PC 105 1 5 f•-■ DRIP P ELBOW j. AIL 34,24 009 600 (BEH(ND) .110 rir M523 Ala M523 M522 (STEAM TR4P) SECTION A SCALE: 3/8!--1.-0* 1M60,M4.5.kA523 LOOKING NORTH 4.7 COL I LITIUDOR ENTRY 14522 rem APPROND OWE SYM RECORD DRAWING 4982190-00 FIGI/RB 02.05.01 91 IFC - PACKAGE 1, BLDG 02-127 A2 2010 CODE REVIEW & RE-ISSUE FOR FC J#585450-02 J1506456-02 HOI/CU 1101/CEM 03.04.09 09.15.10 2-85-M53 iping bectlons ana Detaiis Provided to builders Exchanae of-VVA. Inc. For usaae Conditions Agreement see www.bxwa.com - Always Verify Scale gLAFAWFAW • - - ! ACCEPTABIUTY OsparScAmDE)TNtsliggovEDR AWN:WED BY GEM 02.23.99 5 21 99 5.21.99 5.21.99 5.21.99 COSTELLO 521.99 1 REVIEWED FOR CODE COMPLIANCE APPrinvE0 FEB 16 2011 City of Tukwila BUILDING DIVISION PIPING SECTIONS AND DETAILS LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES MECHANICAL MASTER BUILDING 2-85 PLANT 2 RECEIVED JAN 24 2011 CENTER • .1. RE-ISSUED FOR CONSTRUCTION Harris Group Inc. • REVISION '62* ONLY ODE NOIR ROG/CEM I 5I15.10 12395.00 MVO 60990 601 P90 SHJ EET aot. 586456-02 A2 M523 413NEEIL CHECEIM cat q 09.15.10 982190-00 GOND DWG NO. 2-85-M523 10.-0* BLOWDOWN SEPARATOR 12'-6" 4'-3• SUPPLY FAN (TYP 3) 25'41' 25' —0" 4' —6" r WATER TREATMENT CHEMICAL INJECTION ES FLOOR DRAIN (TYP) 3'-0 2'-0° 22 . '11131 I No.1 BOILER 11111111911111,1l2 No.2 I BOILER 04 No„ UNIT HEATER (TYP 4) • Jo 0 LAB & CONTROL ROOM ELECTRICAL ROOM El El No.1 AIR COMPRESSOR ! 3.-3 • LIQUID SEPARATORS PIPE PARTICULATE C:ASE. FILILK .1 s (P. FIRE RISER 13 -4 I _ _ -e- - No.2 AIR COMPRESSOR OIL MIST .ftIMIRATOF WIC OIL. COALLiING; DESICCANT 4 21 GENERAL ARRANGEMENT SCALE: 1/4 .1'-0- k 4,-0" REVIEWED FOR CODE COMPLIANCE Applanvm FEB 16 ail City of Tukwila BUILDING DIVISION ECEIVED JAN 24 2011 CENTER ra.c !".! .I! RE-ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 IFC - PACKAGE 1. BLDG 02-127 J1586456-02 APAOMM 03.04.09 2 2010 CODE REVIEW & RE-ISSUE FOR FE 4586456-02 B. THORMFON 09.15.10 rel_41FIZEFAV6 09.15.08 03.03.09 09 15 08 03.0109 GENERAL ARRANGEMENT 02-1 2 - 3 General-A-rrangement Provi ea to builders Exchanae 0U WA. Inc. For usage Concrtions Agreement see www.bxwa.com - Always Verify Scale II. BUILDING 02-127 03.03.09 MECHANICAL MASTER COL AD-1/5 09.15.10 586456-02 PLANT2, WA 02-127-113 02-12 Provid 25.1-0" FUNNEL DRAIN SEE DETAIL 3 8'-SAN CONT. ON C313-.. IN EL 10.74 4' FCO r.7-SAN TIE 8"-SAN _ INTO BOTTOM OF • FLOOR TRENCH . • - • ,- • ÷.! f i ,-. • • — - , • : ! , I : 1 !. ,, . ii.,_--....,:ti..-=2:1`.1-...; 1- --/ -------...---T- -- = -..t:',:l • 1 1 rd; • - I ,' „--_,, .., I t ,, 4.1-, ,./.,_ A _ C - -_- ,...•:-:„.4----t.„,- , 1,f L a. 0 ,--1 , , 3: 1i LI xi , -=,--- i 1- 1 , ! 1 - t •., I 1 ' I .‘• „. I i: i • I: i 4"-SA I CONT ON C313 ----,‘ INV EL 10.09) 4"-SAN, UP TO FD SLOPE , f I f • s, vc-j. •7 4"-SAN, UP TO FD ' 0! • _1 FCO LL1 25-0" r TO V) ,1 1`,• i 0,I I . _. 7 P -I / 1..',;I '-1:, , "1 \ J _ , N,, I , '.J. ..$);C,, , • I ,1:1V -:.- r - 7:.P1.7.i1: ,.i 1, .,:f rr1 , 1 12, UP •.-!,:J :, i . -. . ,,- , ., Fi ." I . 1 1 1/2-VOP - Uk 1 1/2" 1 1/Il 1/2 • - • ..-.7. -, 4"-SAN, UP TO FD ‘, L. 1 1/2"-V, UP ' / ; • 1-1 - -44-, - - -± - --4- /3' -.--- SLOPE : , ., ,,,-.--Ho 1/2'-V, `4 ' ' dr ' • 1 - rilO F-F1N I 1 1 I 1 I -I '.':•-,....• '', :- ' ,, 1-‘ . ‘',"' I s ! I i -- . : : i •LL.-;' . . I ! - • • - 1 ; ! I 4°-SAN 4'-S UP TO FDr . --2" -V, UP 2' V, UP 1: 2'-V, UP 1, ! 1 st FLOOR PLAN SCALE: 1/4".--1.-0" VOA REVISION DASE SYIA IFC - PACKAGE 1, BLDG 02-127 4586456-02 2 2010 CODE RE9E14 & RE-ISSUE FOR FC 4585458-02 HG1/CEIA HEOCEIA 03.04.09 ay DATE 09.15.10 1 ergroun o:ui.ers xc anae o n m g c. or usaae 0.5___ArawirAv. on tons areement see www.bxwa.com - Always Verify Scale 4"-SAN, UF'.. ' TO FD • 11:■1 !!' u it 1 1/2'-V, 01' ACCEPTABILITY MS DESIGN AHD/OR SPECIFICATION IS APPROVED APPROVED Ert DEPT. DATE B. MORMON ID 09.15.08 0303.09 09.15.08 03.03.09 0103.09 UP LEGEND GENERAL NOTES g REFERENCE DRAWINGS FUNNEL DRAIN SEE DETAIL LIIMTLE UCM110 M503 02-127-M311 02-127-64504 02-127 -1M110 02-127 -RFM110 CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE APDPCIVED FEB 1 6 2U11 City of Tukwila BUILDING DIVISION 1ST FLOOR PLAN - PLUMBING MECHANICAL MASTER BUILDING 02-127 COL A D-1 3 PLANT2, WA ECEIVE JAN 24 2011 CENTER L.. RE-ISSUED FOR CONSTRUCTION Harris Group Inc. 12395,00 2 DATE 09.15.10 UGM1 10 JOB 566456-02 COW NO 02-127-UC;M110 e DRAIN HUB - 6"--V. uPj DN SEE DETAIL 1M110 M502 3/4"-PYI DN ID HOSE BIB 25.-0" 251-0" 25!-0' 7.7-..:77- • _ _ _ 3/4"-PW DN TO HOSE BIB 36 AFF (TYP) 1 1/4x3/4 _T-V--€1,17111115 ' , 1 -' - --- -, 1 - —1--- 1 I 1 i 11 EL 1 -13' , 1 I 1 4) 1 • --e---,1 1 '---? -"I'-'-.,.. ! ! ..■-..- ., i I 1----- 1 1/2'-A EL 1V-3" • I ' i ' ,- - t . 111 ; 1. ; ; I: F-; J I \ . • I I ' I 5.1-T-1d 1 — - I • 11 - i • ! 'i - --J • . L 137 3/4-PW .,...... . - + 1 Milinklin e ROOF DRAM, UP _ - — - -.1---7. ; - -!-.. -TiTrrzatiN; -:-. - ic...! .. ; SEE DETNL. ---11 110 IA502 .1-,::::---... . 1 I 11 1`.'' ; 1/2"-A D 1 1 I SEE DEIN 1 1 111:11 I 1 I : 1 : / I ; 1 : 11 1 i 11 4.1 ROOF DRAIN PIPING. SEE A501 3/4"-PW ,EL. 171-6. - • 4111 10 M502 /1"-PW DIY 0 HOSE BIB 1 1/2'-V, ON A-- 137 5/Er-HNC 5/8-41wc DN 1 1/4.-111W _ l/2-V, DN ;' - - I -1- •. ' 1r=f1:4t-IRHWCUCCATDONR UFO 1/2"-CY1 2-V, UP 1/12/12-.sCW_74, 145 WATER _ HEATER 1 1/2"-CW 71 -3/4"-CW S-8 1/2 RE, TEE my U01) -1; SEPARATORS 3.7A 6x3 (TYP) 4APE-RING- VAD/E- ink 0 M501 (It 01 -4 S-7 0......: 1:S-7 I I - • ---, • ! I" -- , -- -' - - i No.1 11,1IR L 1M1141501 i . _j- . -1 1 ; oNmop.R2ENssR01: _ 1 oOMPRESSOrt -... : . . . — - - - - ' - - R 3x2 7T E174Ei ! ; .• . . . _11/2'-CW _ Actik• .3..4 —15-ARTEII-ATE` s_4 II, 1111:17 FrECVF2-7 3"-A S-4 ! TYP 4 7- . 1 1/2"-A FILTERS r: TYP 4 i, .11,4■• 1 ,.!•,;`, it If .--‘41e: - 1 \--.. k•-... I AIMIIIIILWO ' ...& MINN r ommMllii . . ...... =r,f,' .=.. 3.-A aim -in 0 \ 4 1 1/4"-PW, DN SEE 1M60 2-V, DN SAFETY SHOWER FOR CONF. SEE & EYE WASH 14504 (IYP ALL SEE DETAIL VENT PIPING) 11411.0k4503 1 11 1/4.-CW 3/4"-PW ON TEMPERING G TO HOSE BIB VALVT 1 r-v ON 1/2-A DN SEE DETAIL (7) 1M11.011.1502 • V 3"-CW, FOR CONT SEE 11460 1 st FLOOR PLAN \ZING 2-YD-M551 3.-A & 4"--CW SEE 02-YD-M133 SCALE: 1 4 =1 -0 DESICCANT DRYERS 02-12 - MTh) 1St moor man - viumbing Provid eto Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale UMW ACCEPTABILITY 010998014 SPT.C11504D3NDCSIGNISIDPOOVED /car fame 1:17 1 APPROVED BY DEPT. r DRAIN HUB ' 1 1721'1-47 A 1M11.1211!„1501 011121121€ ELLIM OIL MIST ELIMINATORS .E.f& 1:117 09.15.08 03.03.09 09 15 08 03.03.09 OIL COALESING FILTERS 3"-A , UP LEGEND GENERAL NOTES REFERENCE DRAWINGS 02-127-14311 02-127-M504 02-127-UGM110 02-127-RFM110 02-127-M505 02-127-M506 CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE APDanittE0 FEB 16 2011 City of Tukwila BUILDING DIVISION ECEOVED JAN 24 2011 CENTER 1";-ti•:/.1, RE-ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 1ST FLOOR PLAN - PLUMBING 2 09.15.10 B. MANN 03.03.09 BUILDING 02-127 MECHANICAL MASTER COL. A/D-1/3 PLANT2, WA 1 M 1 1 0 .108 89. 586456-02 COMP NM 890 163. 02127-1M110 - 3 SPA 0 25'-0' 75-0" _ _ _______ e ROOF DRNN PIPING. SEE A501 ROOF PLAN SCAI.E. 1/4"-1'-0' 2'-v. 24' ABV ROOF- \ --2' -v. // 24' ABV ROOF 1 1/2'-v. 24' ABV ROOF 1 1 1/2'-V, 24' ABV ROOF I I LEGEND GENERAL NOTES REFERENCE DRAWINGS 02-127-44311 02-127-UGM110 02-127-W110 CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE APPINWFD FEB 1 6 2011 City of Tukwila BUILDING Divisinni ECE1VED JAN 24 2011 CENTER t RE-ISSUED FOR CONSTRUCTION Harris Group Inc. 12295.02 su 2 RETTRON IFC - PACKAGE 1. BLDG 02-127 J1586456-02 2010 CODE REVIEW & RE-ISSUE FOR IFC 45138456-02 81 APPROVED MRIADA HED/GE11 OFTO 03.04.09 09.15.10 02-12 -RFIV110 Roof Plan - Plumbing Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ACCEPTABILITY B. 114ORN1ON 160 810G0 »10/OR SPEERICATION 8 APPROVED APPROVED EM COT. DATE 10.31.08 03.03.09 10.31.08 03.03.09 03.03.09 ROOF PLAN - PLUMBING 2 09.15.10 BUILDING 02-127 MECHANICAL MASTER COL A-D/1-3 PLANT 2. WA SHEET RFM110 AOC mO. 586456-02 COMP MCA 02-127-RFM110 CONNECTION FOR RENTAL/FUTURE COMPRESSOR--.. �`' VSD AIR COMPRESSORS RECEIVER 1 " -A 0 -150 3x2 QIL MIST ELIMINATORS 3x2 1/2 0 -150 COALESING FlITFRS R* PlaGLANI AIR DRYERS 0 -150 PARTICULATE FILTERS 3x2 1/2 3x2 1/2 3x2 1/2 r I LEGEND •• - RELIEF VALVES SUPPLIED W /EQUIPMENT ® - ANALOG SIGNAL (4 -20mA) MULTIPLIER '9 1/2" LIQUID SEPARATORS 1/2 "4. 3 " -A 0 -150 Fa -0- '9- X1/2" 2 -YD -M3 2- YD -M3a 0 -150 0 -150 3 -A 3x2 1/2 3x2 1/2 pH 3 " -A ' . 3/4" 1 (� 1/2" 'd 49- 1/2" 3x2 1/2 3 " -A 3x2 1/2 6x3 3x2 1/2 3x2 1/2 `a 1/2" T Jf 1/2" 3x2 1/2 1/2" 3x2 1/2 '15.1 CI - 3x2 1/2 '9 3/4" 1/2" - L 1/2" 1/2" 4- '9- 1/2" 1/2" 1/2" 1/2" 3 3/4" 1/2" 4- Le-1 /2" 1/2" 1/2" '91/2" 1/2° 1/2" "4 3x2 1/2 CONDENSATF IILIE51 1/2" 1/2" 1 " -A ` o, CMCSI- o— o— o— o— o— o— o— o- 0- 0— o- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0- 0— o— c- 0— c— o— o— o— o— o- 0 —c -0 -0 0- 0— o - -c -o- 1EAIPERING VALVE 1.48 S1NK THERMOSTATIC MIXING VALVE Do- SP =120'F MAX 4,ILTI�Nl FILTER 3 /4 " -CW 1 1 /2 " -CW TRAP PRIMER LINES TO FLOOR DRAINS TRAP PRIMER T 1/2" 4' WATER DIAGRAM SCALE NONE `03/4" PV �06 •4— (PI SET 0 45 P51G AIR DIAGRAM SCALE: NONE 1 1 /2 " -CW 0 -0- -0- --0 0 I 4 " -CW „/4 -CW 2- 85 -N321 4x3 3' -CW \ PROCESS WA1ER\ / 0312 / 1 " -A SEOUENCE OF OPERATION - COMPRESSED AIR SYSTEM SYSTEM DESCRIPTION • THE COMPRESSED AIR SYSTEM CONSISTS OF TWO VARIABLE SPEED AIR COMPRESSORS EACH SIZED TO SUPPLY 100% OF THE PLANT 2 SOUTH YARD 125 PSIG AIR DEMAND. ONE COMPRESSOR WILL NORMALLY BE SHUT DOWN OR BE MAINTAINED IN A STANDBY CONDITION. • THE COMPRESSED AIR SYSTEM INCLUDES TWO TWIN TOWER HEATLESS DESICCANT AIR DRYERS EACH SIZED TO SUPPLY 120% OF THE PLANT 2 SOUTH YARD 125 PSIG AIR DEMAND. ONE DRYER WILL NORMALLY BE SHUT DOWN AND VALVE OUT OF THE SYSTEM. • AIR COMPRESSORS AND AIR SYSTEM OPERATES AT 125 PSG. • WATER, OIL AND PARTICULATE FILTERS ARE PROVIDED. EACH ARE PROVIDED WITH PRESSURE DI LNENTIAL SWITCHES TO MONITOR FILTER LOADING. • THE COMPRESSED AIR SYSTEM IS LOCATED IN A NORMALLY UNMANNED FACILITY. OPERATION WILL BE FROM A REMOTE LOCATION. • THE COMPRESSORS ARE AIR COOLED. THE COOLING AIR IS DRAWN FROM THE ROOM AND IS EITHER EXHAUSTED OUT OF THE BUILDING OR RECIRCULATED FOR BUILDING HEATING. • CONDENSATE COLLECTED IN THE FILTERS AND AIR RECEIVER IS FILTERED AND DISCHARGED TO THE SANITARY SEWER. CONTROLS DESCRIPTION • THE CONTROLS PROVIDED WITH EACH AIR DRYER CONSISTS OF A CONTROLLER, . FOR COMPRESSOR CONTROL AND A HUMAN MACHINE INTERFACE (HMI) PANEL. ' THE COMPRESSOR CONTROLLERS ARE TO BE MDEPENDENDLY PROGRAMMED FOR LEAD /LAG OPERATION BASED 014 THE SYSTEM AIR PRESSURE. THEY MAY ALSO BE PROGRAMMED TO SWITCH THE LEAD AND LAG COMPRESSOR BASED ON OPERATING HOURS. (THE TWO CONTROLLERS DO NOT COMMUNICATE.) * BOTH COMPRESSORS INTERFACE WITH THE PLANT CENTRAL MONITORING AND CONTROL SYSTEM (CMCS). THE COMPRESSOSRS MAY BE OPERATED REMOTELY VIA THE CMCS. • THE COMPRESSORS CAN BE OPERATED LOCALLY IN THE EVENT OF LOSS OF COMMUNICATION WITH THE CMCS. SYM Err APPROVED 2 IFC - PACKAGE 1, BLDG 02 -127 J1586456 -02 2010 CODE RENEW & RE -ISSUE FOR IFC 4586456 -02 HGI /CEN HP/CENT WA 03.0449 09.15.10 S0N DAIS 02- 121 -i'A31 1 Compressed Air and Potable V4ater Diagram Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale w COMPRESSOR START -UP /OPERATION • COMPRESSOR START CAN BE INITIATED LOCALLY, REMOTELY, DUE TO TRIP OF THE OPERATING COMPRESSOR OR DUE TO LOAD INCREASE IN EXCESS OF THE OPERATING COMPRESSOR CAPACITY IF IN STANDBY MODE. • OPERATION OF THE VENTILATION FAN IS A PERMISSIVE FOR COMPRESSOR(S) OPERATION. THE SUPPLY FAN INLET DAMPER MUST BE PROVEN OPEN AND AIR FLOW ESTABLISHED TO PERMIT COMPRESSOR OPERATION. • THE COMPRESSOR(S) SPEED IS ADJUSTED BY THE AIR COMPRESSOR CONTROLLER TO MAINTAIN THE HEADER PRESSURE SET POINT. • BASED ON AN ALGORITHM SIGNAL FROM THE COMPRESSOR(S) CONTROLLER AND THE POSITION OF THE COOLING AIR EXHAUST /HEATING DAMPERS THE CMGS SYSTEM WILL MODULATE THE SPEED OF THE SUPPLY AIR FAN TO MAINTAIN THE REQUIRED COMPRESSOR C00UNG AIR MAKE -UP SUPPLY RATE. THE SUPPLY AIR FAN SHALL FAIL TO FULL SPEED IN THE EVENT OF LOSS OF SIGNAL FROM THE CMCS TO PREVENT COMPRESSOR TRIP. (NOTE THE SUPPLY AIR FANS ARE ALSO CONTROLLED BY THE CMCS FOR BUILDING VENTILATION WHICH MAY BE IN EXCESS OF THAT REQUIRED FOR COMPRESSOR OPERATION. REFER TO THE HEATING AND VENTILATING SYSTEM DESCRIPTION.) NR DRYER OPERATION • AIR DRYER STATUS AND ALARMS ARE MONITORED THROUGH THE PLANT CMCS. • AIR DRYER OPERATION IS AUTOMATED. THE DRYER SWITCHES THE TWIN DESICCANT TOWERS BETWEEN AIR DRYING AND REGENERATION ON A TIMED CYCLE BASED ON THE SELECTED AIR DEW POINT SETTING. • IN THE EVENT THAT BOTH AIR COMPRESSORS OPERATE DUE TO A HIGH LOAD CONDITION THE STANDBY AIR DRYER WILL NEED TO BE MANUALLY VALVED INTO THE SYSTEM. GENERAL NOTES KAESER FLOW SPLIIILR MODEL AN KFC SPLIT REFERENCE DRAWINGS 02- 127- UGM110 - 02- 127 -1M111 REVIEWED FOR 02- 127 -RFM11 CODE COMPLIANCE APPINIVED FEB 162011 CONSTR 1:::>-NOT USED 09.15.08 P TSCHBINEGA C. Me WECOD D. 'FALTERS 03.03.09 COMPRESSED AIR & POTABLE WATER DIAGRAM 03.03.09 03.03.09 OPPRO0FD APPROrt* 8. MINN 03.03.09 MECHANICAL MASTER BUILDING 02 -127 PLANT2, WA Tukwile DIVISioNr RECEIVE JAN 242011 PERMIT CENTER RE- ISSUED FOR CONSTRUCTION • Harris Group Inc. 12395.00 cuRRfNr ncvma+ rnm1 MT[ 2 09.15.10 M311 'aa Na COMP 585456 -02 ua OWL NO. 02- 127 -M311 02-12 Provid ers an e o c. or usage on j_1 1/2' -CW 1/4"-HW 1/2" -HWC 1 ! 1 3/4"-CW TO TRAP PRIMER, SEE DETAIL M501 M503 /71 1/4"-HW FuTcoNUNRE 3' 2 1/2" UNION -044----- TYP) „-- 3x2 1/2 1 ( c WATER EXPANSION CIRCULATOR HEATER 1411 LIQUID SEPARATORS SECTION SCALE: 1/4' A INLBEca, -SHUT-OFF VALVE BEHIND (TYP) 1M11.! W T.D. FINISHED FLOOR • EL 100 0" EL 16.-3" III'2'_HWC 1 1/4'-HW 1 1/2"-CW 3x2 1/2 (TYP) 74. 1 1/2'-A 2 1/2" UNION (TYP) 3x1 1/2 3"-CW FOR CONT SEE SECTION 1 1/2"-CW 114160 M500 ! T. i_L'r • ft e DESIcCANT 4G) PARMULEE TITERS SECTION SCALE. 1/4' = =0" 11.11101A.4501 3"-A te 4"-CW SEE 02-YD-M133 1.0. FINISHED FLOOR el? EL. 100' 0' 3"-A 3x2 1/2 (TYP) a .11111 ..1...--•G. C.,1 • • • .C.... • I.) sc..... ' 3"-A MR RECVR, CONDENSATt BUMS 3"-A - AT 04 OIL MIST EUMINATORS SECTION SCALE: 1/4' = 1'=0" OIL COALESING FILTERS 1M110EA501 AIR COMPRESSOR EXHAUST NR DUCT. SEE 1M10 3x2 .14o.2 AIR COMPRESSOR 1/2"-A- SECTION D SCALE: 1/4' = 1..4" 1M11011,1501 \ -SHUT-OFF VALVE BEHIND (TYP) T.O. FINISHED FLOOR to EL 100' 0' ' REVIEWED FOR CODE COMPLIANCE A coponuipn FEB 1 6 2811 City of Tukwila BUILDING Diminhi LEGEND GENERAL NOTES REFERENCE DRAWINGS 02-127-M311 D2-127-1M110 CONSTRUCTION NOTES 1 . DRAIN HEADER FOR AIR SYSTEM EQUIPMENT TO HAVE A 45' LATERAL FOR BRANCH CONNECTION T1E-INS. ROUTE WATER HEATER RELIEF VALVE DISCHARGE OUTSIDE BUILDING W/ELBOW TURNED DOWN AND PLAIN END NIPPLE PER CODE. SYR REVISION BY APPROVED DATE FC - PACKAGE 1, BLDG 02-127 J1586456-02 801/CEM 03.04.09 2 2010 CODE REVIEW a RE-ISSUE FOR Ft 4586456-02 WAXER 09.15.10 g;LAFIVFAFFAVA ° ons greemen see www. xwa.com - 10.10.08 03.0308 10.10.08 SECTION AND DETAILS BUILDING 02-127 MECHANICAL MASTER COL A-0/1-3 ECE1VED JAN 24 2011 CENTER RE-ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 • 2 09.15.10 M501 JOB -DAVG NO. PLANT2, WA 586456-02 02-127-M501 COsAP NO. FULL PORT BALL VALVE DELUGE HEAD AERATED EYE/ FACE WASH WITH SS BOWL 1 1/2" DRAIN REMOVE DRAIN PLUG AFTER INSTALLATION 1 1/4" SERVICE VALVE 10' -0" AFF UNION ---,.... s- 7 TICIRCUR SETTER CO TEMPERING VALVE PANIC BAR OPERATED QUICK OPEN VALVE 1/2" FIN FLOOR SAFETY SHOWER & EYE WASH DETAIL ,( SCALE: NONE 0 MANUAL PLUG COCK 2O STRAINER O GAUGE AND COCK 0 PRESSURE REGULATOR O SOLENOID VENT VALVE (N.O.) O SAFETY SHUTOFF VALVL (N.C.) 114110 14503 7O HIGH PRESSURE SWITCH O LOW PRESSURE SWTCH O LEAKAGE TEST COCK 10 GAS FLOW CONTROL VALVE 11 PLUG COCK, LOCKED OPEN GAS TRAIN SCALE: NONE NFPA 85 114 ELECTRONIC TRAP PRIMING ASSEMBLY SUPPLY TUBING () TRAP PRIMER DETAIL n SCALE: NONE M01 14503 1/2" SAMPLE FROM PRODUCT LINE 1/2" 1/2" TO DRAIN SAMPLE 1/2" 4 SAMPLE COOLER 1 /2"-CW P -1000 UNISTRUT T"LG x2" TOGGLE E BOLTS 1 /2 " -PW DISCH. TO CONDENSATE TANK 1 /2 "-PW COOLING WATER INLET SAMPLE COOLER DETAIL SCALE NONE 11460, M50.9503 m 1 APPIEIm DOE IFC - PACKAGE 1, BLDG 02 -127 4586456 -02 HGI/CQI 03.04.09 2 2010 CODE REVIEWS & RE -OSUE FOR IFC 4586456 -02 H0 /CEM 09.15.10 02 -12V -14503 Details Pray' e 0 u, .ars _xc anae o nc. or usage on tons areement see www.•xwa.com - ays e Sca e JOINT SEALENT PER SPEC. FUNNEL DRAIN SCALE: NONE P -TRAP' 5 UGM11,1:11,A503 LEGEND *> SUPPLIED BY EQUIPMENT VENDOR GENERAL NOTES JOSAM SERIES 30000 FLOOR DRAIN BODY ASSEMBLY WITH SOIL PIPE GASKET. II. JOSAM SERIES 153 ROUND FUNNEL. REFERENCE DRAWINGS CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE A ppoAVFO FEB 16 2011 City of Tukwila BUILDING DIVISION ECEIVED JAN 24 2011 RE- ISSUED FOR CONSTRUCTION gLArgertwvaisr. 10.10.06 03.0109 10 10.08 03.03.09 0103.08 SOMME DETAILS TITLE MECHANICAL MASTER BUILDING 02 -127 COL A -D 1 -3 mmL M503 Harris Group Inc. 12395.00 " 2 09.15.10 JOG 586456 -02 COMP NO. PLANT2, WA IN' wa 02- 127 -1403 • Fihk 1/ • NINN C1r 1P HOT AND COLD WATER C) RISER DIAGRAM n SCALE: NTS M453 M542 7 1/2. 1/2. "el1 TP 1/2, 4 D 'ar TP SANITARY AND VENT RISER DIAGRAM SCALE: NTS P 2 UGM110 M504 cp RiNN Et TP SAO IFC - PACKAGE 1, BLDG D2 -127 81 APFROAD J1586456 --02 HSI /COJ 03.04.09 2 2010 CODE REVIEW & RE -ISSUE FOR 6C J1585456 -02 09.15.10 02 -12 -M504 Riser Diagram Provid d to Builders Exchange of WA. Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale gi_AfiriatEsAwG LEGEND GENERAL NOTES II' 4' FLOOR DRAIN: SEE SPECIFICATION I' 2' FLOOR DRAIN: SEE SPECIFICATION REFERENCE DRAWINGS 02- 127 —M311 02- 127— UGM110 01- 127 -1M110 02- 127— RFM110 CONSTRUCTION NOTES r>. ROUTE WATER HEATER RELIEF VALVE DISCHARGE OUTSIDE BUILDING W /ELBOW TURNED DOWN AND PLAIN END NIPPLE PER CODE. REVIEWED FOR CODE COMPLIANCE FEB 1 2011 a ECE VED JAN 2 4 2011 City of Tukwila BUILDING DIVIRIni' �,� ■.s 1 T CENTER RE- ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 2 09.15.10 10.31 O8 03.03.09 10.31 A8 03.03.09 0303.09 MECHANICAL MASTER RISER DIAGRAM BUILDING 02 -127 PLANT2, WA M504 586456 -02 COUP DWG Na 02 -12i Provid rFOR TYPES OF ROD (' END CONNECTIONS / yy SEE DETAIL M532 CLEVIS HANGER ANVIL FIG 260 HANGER ROD (FIELD DETERMINE ROD LENGTH) ANVIL FIG 140 /F1G 146 OR in EQUAL Air PROTECTION SADDLE ANVIL FIG 160 THRU 165 PER INSULATION THICKNESS INSULATION PROTECTION SHIELD ANAL FIG 167 OR EQUAL HANGER H -1 n SCALE: NONE 1 M 0I 505 CLEVIS HANGER ANVIL FIG 260 HANGER H -2 FOR TYPES OF ROD END CONNECTIONS SEE DETAIL C1 1 M532 HANGER ROD (FIELD DETERMINE ROD LENGTH) ANVIL FIG 140 /FIG 146 OR EQUAL L SCALE: NONE 1M6,011,71505 ROD CLEVIS ANAL FIG 299 W /PIN OR EQUAL FOR TYPES OF ROD END CONNECTIONS SEE DETAIL �\ M532 HANGER ROD DIAMETER (FIELD DETERMINE ROD LENGTH) ANVIL FIG 140 /FIG 146 OR EQUAL HOLE DIAMETER "H" c. EL LUG THICKNESS "T" z 8) 0 ELBOW SIZE 3" 4° 6" 8" A B C 3 1/2' 7 3/4' 1 I%C 4' 6- 9 or 9 3/16' r 2" 6' 0 1/4- 2' D 1 1/r r 2" 2' E G H 6 1/4' 4 11/16' 3/4' 8 1/4' 4 11/15• 7/D' 12 5/15' 4 5/8" 165/16' 4 3/5' 1 1/8' 3/8' 1/2" 7/2" X 5" 5 7/16' 4 3/8" J 1/4' HANGER H -3 (-3' SCALE: NONE 1M6,1)11_1505 5/8" HOLE FOR 1/2' ANCHOR BOLT 8x8x3/8 3" DO NOT CUT HOLE IN CARRIER PIPE 1114" JJJ111 (TYP.) B95EP.lAIE Dunn waD TYP TOC 4 3' TYPE A TYPE B N 8. o a SUPPORT S -4 SCALE: NONE 1I60, 1M1101M505 10TE: NO ANCHOR BOLTS IN STEAM PIPE BASEPLATE 16 DRILLED HOLE IN REAM ATTACHMENT ANVIL FIG 66 OR EQ. STRUCTURAL MEMBER SEE ' NOTE (1) HILTI KWIK- BOLT 4 REQ'D (SEE TABLE FOR SIZE) CONCRETE ATTACHMENT HILTI KWIK- BOLT 4 REO'D (SEE OR SIZE) GRINNELL FIG. 290 OR EQUAL CONCRETE ATTACHMENT ANVIL FIG 52 OR EQUAL ANVIL FIG 49 OR EQUAL LUG PLATE CLEVIS & COTTER ANVIL FIGS 299 & 55 OR EQUAL SEE NOTE (1) npp, i 02 -12 Provi 1 LEGEND EXIST ROOF STEEL / �.�,P I / EXIST ROOF STEEL- - - EXIST ROOF STEEL-, <TYP GENERAL NOTES AP 1YP " / 3/16 _ 3/16 / / _ _�1 � _ � _ : � 1 V 14 "0 PIPE } WT3x8 x 14 "LG. ` } I I II E EXHAUST C8x11.5 \lk._ ¶ TYP W ■ - 3 16 V V 6 3 16 I V T G SUPPORT S -2 REFERENCE DRAWINGS •2x4x3 /B THK LUG WELDED TO PIPE 6' -9° 6 6 -9° S ANCHOR A -1 S SUPPORT S -1 n SCALE; NONE 1M6.91906 A SCALE: NONE 1M60 4506 S SCALE: NONE 1M601141506 3° PIPE R 8' C U_60LT, PER DETAIL CONSTRUCTION NOTES 16 3/ a W6x15 - ik—tee rAWIRIMIWW 3/16 I I n 1 1/4° 3/16 P U -BOLT, PER DEML -5/8° HOLE FOR 1/2" ANCHOR BOLT P ■ " U -BOLT, PER DETAIL f � l' 8 1 /2" R in U REVIEWED FOR BASE PLATE — u um 1/8` CLR � ¢ I �� 1 C6x8.2 x 12 "LG p a r �� P w 1 ' 3/16 I/ 1 C C6x8.2 w z 1 i i 3 h U U -BOLT, PER DETAIL w II°I ¢ =° p (' 1 ; ; o .o V V./..,:-...; 'C:,ljn-` a 1 1 . U —BOLT U -1 I o B 11 1 1" GROUT OR e 3 161E P EC9VE SCALE: NONE t SHIM PLATE ■ SHIM PLATE `aa ; A —� S ELEVATION VIEW J JAN 2 4 2011 SUPPORT S -7 j� P SUPORT S -8 i 1 S SUPPORT S -9 12 S SCALE: NONE 1M6.(211_4506 IY ° Harris Group Inc. 12395.00 S�v � �AIDx � �. A AMMO) 0 00E O OYU R REN510N B Bf M MapaFD w w7E A /�i� � ACCEPTABILITY B B. TFWRMON 10 10.08 S SUBTITLE C CURRENT REVISION . . • w wE P..1 ,. EGA �03.� P 10 10.08 M ITTEE M506 2 2 2010 CODE REVIEW & RE -ISSUE FOR 9C ,1}'586458 -02 1 1W'7 /GEM 0 APPROVED � �" � �� 1 A 0 WAL 03 03.09 B me ' cauv -M50 ` `o Pipe Supports . D 9 9 GwwN 03.03.09 M MECHANICAL MASTER COL. A -D�1 -3 PLANT2, WA °" a 02- 127- M506 -3 PLANT2, WA °N0 �a 02- 127 -M506 n 1 111 ors Y(` mono n n . on or u usaae o on • M Mons " areement see www. •xwa.com - Always Verify Scale fr- —1-- I , ...-. Tp I 1 I 1 ' I _L . .1._ I_ 1 1 CM,' "r- -,-, \\ rl \tr- 1 1.,k` 0 ',A) L.I t -- 8"A (300 PSI) (A) 1 -- '-1 , I 1 I i 1 I I 1 1 I !I I I 6'A (300 PSI) "A (100 PSI) M626 (300PSI) x PIPE SUPPORTED ON /-- 2-63 FLOOR SLAB (1YP) MATCH LINE - CONTINUATION SEE _ _ Ij I J. 8"i% (60P-S1) 07.11 I - 711 6 4 COMPRESSOR (300PSO_ ° (100 _PS. _I) ,A) 6CW 3/6A(5000151) (A)— ••••=-- 2_51' ABANDONED 8"A (300PSI) (A)- 14133 6"4(C3P.) 0 TO HEAT TREAT -4 —6"A (3000S1)--, CP.) 2-0 I - - 6"A (100PSI) IF! 14133 M626 3"CW M626 2-- 44 (300PSI) BURIED 67 (1001,51) L. 21 I -2"cw (A) \L"I'cI j`.., I\ 1 \ 1, \ ,. I I co 0_ . 1 8 . I\ , \ L ___ ■ ; 1 ' ; . ■ L., 1 1 _1 , I ; 1 — 2.5 GALV PLUG COATED WITH TAR r-2" BELOW GRADE ftR 5148 (2-62 II 1 I 1 . . M13 14626 t - • , 1 i , N I . . . / / . • \ . . . . ■ I , .. . ( / \ 1 ' ' 1 ! : 1 1 H I - i- --- -1 --;-- - - - - 3" GALV PLUG : I i COATED WITH TAR 2'-9" BELOW GRADE I I 1 I — . • • __.____ • MATCH REVISMI Err *PROW) ORE VOA APPRCHED LINE - CONTINUATION SEE SHEET M142 A BUM 2-63 & 2-64 DEMOLITION ISSUED FOR CONSTRUCRON 4710561Aatcus/wa JP10561 kBACUS/WJA 1026.01 11.06.01 D660 2-64 BUDDING J1160443-00 BOLUG 08.29.06 C1 1FC - PACKAGE 1, BLDG 02-127 J555456-02 HGVCEM 03.04.09 2-YDIVI Taariointitgaigg RE-ISSUE FOR Pt 4585456-02 IADVCE11 09.15.10 Provided to`Builders Exchange ofWA. Inc. For usaae Conditions Agreement see www.bxwa.com - Always Verify Scale I _ I ----- .4_ ------ L 71- - EM V L t-_ 1/2'.G IP lo 112 REFERENCE DRA 2-YD-M83 HVAC PIPING 2-YD-M626 DETAILS REVIEWED FOR E COMPLIANCE AotoonvEn FEB 1 2011 GENERAL NOTES City of Tukwila BUILDING DIVISION 11_,>SEE DRAWING 2-YD-M83 FOR LOCATIONS OF PIPE SUPPORTS FOR 6' A (100 PSI) AND 6" A (300 PSI) TO BE INSTALLED ON FLOOR SLAB OF BLDG 2-63 CONSTRUCTION NOTES ISOLATE CA (100 PSI) IN THE 2-44 BLDG. AFTER START-UP OF BLDG. 2-127 AIR SYSTEM. ABANDON PIPING. 1 ‘. 20 10 0 MERE JAN 24 2011 CENTER s' 20 40 60 SCALE IN FEET 14117 M116 M115 14114 14113 14112 M111 M110 M126 14125 M124 M123 M122 M121 14120 M119 14118 M135 M134 a M132 M131 14130 14129 M128 M127 14144 14143 14142 14141 14140 M139 14138 14137 M136 KEY PLAN c) sua wow RE-ISSUED FOR CONSTRUCTION Harris Group Inc. 12395.00 I - -1 - - -i -t -- -1 =L • • MATCH UNE - CONTINUA I.I an PSI) SHEET M125 (BELOW) ( 3' 300P51 2 1 /rA 3`(DIP)CW 3A 14 "x3' 4" GAT 4"x4'x3`TEE TEE TO SOUTH M134 M556 3" RISER TO UTIUDOR 3" UNDER -LfiiU szl.L';-1 ; 8'A "8'A(1000PSI) 4 "CW 1 1 /2 "cW UP NEW UND UTIUDOR UGM506 rn •8 "A(1000PSI) M134 M601. L 2 "CPI UP M621 • 1. es; �._' II 'SEED ING 2- YD -M700. SITE D AIL PLAN BTWT 'CIRCUIT UPGRADE 1 0620 A100 6'0300 _J__L VALVE IN RISER TTTTTTTT FQ 6'0300 2 "A J �J 2"A300 4' 45' BEND - 4 90' BEND - 0 REFERENCE DRAWINGS 2- YD -M143 HVAC PIPING 2- YD -M125 HVAC PIPING 2- YD -M601 UTIUDOR DETAILS 2 -YD -44602 UTIUDOR DETAILS 2- YD -M603 UTIUDOR DETAILS 2- 68 -M607 UTIUDOR PIPING TIE -IN DETAIL PLAN 2 -YD -44549 PIPE SUPPORT SECTIONS AND DETAILS 2 -YD -44550 PIPE SUPPORT SECTIONS AND DETAILS 2 -YD -44551 PIPE SUPPORT SECTIONS AND DETAILS 2- YD- UGM506 UTIUDOR PROFILE 2- YD -M3ot L.P. COMP. AIR DIAGRAM 2- YD -M3o LP. COMP. AIR DIAGRAM 2- YD -M3bt H.P. COMP. AIR DIAGRAM 2- YD -M3b H.P. COMP. MR DIAGRAM 2- 62 -M500 PIPING DETAILS AND SECTIONS GENERAL NOTES 1. FOR MECHANICAL PIPING GENERAL NOTES, SEE DRAWINGS 2- YD -M2o AND 2- YD -M2b. 2. FOR COMPRESSED AIR PIPE SUPPORT AND PIPE BRANCH LOCATIONS, SEE DRAWING 2 -YD -44616 AND 2- YD -M619. INSTALL 1 1/2 DOMESTIC WATER SERVICE METER, 3 SEE DETAIL/T\ MI 34 M600 4. FOR MECHANICAL LEGEND AND SYMBOLS, SEE DRAWING 2- YD -MO. ENCASE AIR UNE PER TYPICAL DETAIL ON SHEET 2- YD -0554 © ENCASE 6` CW IN 1010 HDPE DRISCO 1000 SDR 17 PIPE SIMILAR TO DETAIL ON SHEET 2- YD -0554 2- YD -M325 HP AIR SYSTEM PRV CONTROL INSTRUMENT LOCATION PLAN CONSTRUCTION NOTES 4'A300(TO 2 -84) 2`0(70 2 -84) "84" M134 M6D7 - P.O.C. 4" 45' BEND M84•M6O2R WORK THIS DRAWING WITH DRAWING 2- YD -M607 CAP EXISTING 6'A300 PIPING, DEMO PIPING TO UTIUDOR WALL, PLUG PIPE WATER TIGHT. ABANDON 6"A300 UG. REMOVE T, INSTALL PIPE SPOOL. DEMO 6A PIPING TO UTIUDOR WALL PLUG PIPE WATER TIGHT. SCHEDULE AFTER START UP OF NEW 02 -127 MR SYSTEM. ABANDON 6"A 1 U /G. REMOVE 3A BRANCH. SEE DWG M616R FOR REMOVAL DETAILS. 8`01000 r1R'CONT. SEE t 1" 12- 88 -44521A Il FOR FURTHER PIPING SEE DWG 2- 88 -M1M60 �, AND 2- 88 -M520A 8"A300 6A1000 II } 8 A1+000 1 I 8"A00 FO CONT. SEE 2-83-11M111 4x , RED (Vy NO. 50-C) 9 BEND FLixF1 DIP EXISTIN 6'x6' L i v i 1 6"G 1 Ci 44 TUDOR NACELLE COOL 1SEE 2 -83 -M7 16x12 1 6-A-1 1/2 CW -1 REVIEWED FOR .A30A CODE COMPLIANCE acconiugn FEB 1 2011 P City of Tukwila M134 M587 LS 12 "A30 6A 12 A300 RECEIVED ED JAN 242011 20 10 0 20 40 60 M126 44135 M144 SCALE IN FEET M117 M125 lA134 M143 4'A M116 M124 M133 M142 M115 M123 M132 M141 M114 M122 M131 M140 44113 M121 M130 M139 A PLAN SCALE : NOW M112 M120 M129 M138 M111 34119 M128 M137 M110 M118 M127 M136 RE- ISSUED FOR CONSTRUCTION -17ATCFMRE = "WRTINDATR3N SEEBREET EWE REV= - DRAWING OF RECORD 4972179 A 81 82 &STALL 19GH PRESSURE UNE IFC - PACKAGE 1, RIDG 02 -127 4546551 -00 4586456 -02 2010 CODE REVIEW & RE -ISSUE FOR IFC 4586456 -02 HGI/W • 90WG 1101 /CEO HOACEH 1.08.00 7.26.04 ACCEPTABILITY 1H6 Tag 0R ,10 10.31.08 IPPRCNED Bf PLUMBING OA 03.04.09 09.15.10 2 -YD-(N R Plumbing Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 134 /o MECHANICAL MASTER PLANT 2 YARD PLANT 2 E, M134R Harris Group Inc. 1239500 B2 09.15.10 JOS Na 546551 -00 COMP N0. DWG NO. 2- YD -M134R 4 "A (PHASE 1) CONDUIT (PHASE 1) OP TOS TOC 14'CHWS (PHASE 1) 14"CHWR 1' -3 1/2" .yr ___ _, All oVe 2'A 10'1 1' -10" 1' -4 1/2"- BOP 12A300(FUTURE) 4 "PC (PHASE 1) 8"MPS (PHASE 1) 9 5/8" 1' -1 7/8" LOOKING WEST PHASE 1 UTILIDOR SECTION SCALE: 3/8" =1' -0` M607_11.4,602 .1I M505 Nj AT PHASE 1/2 UTIUDOR TIE -IN UTILIDOR PLAN DETAIL SCALE: 3/8 " =1' -0" 11607 11_4502 (2) 22 1/7 BENDS UTILIDOR FLAN DETAIL SCALE: 3/8" =1' -0" PHASE 1 UTIUDOR PHASE 2 UTIUDOR 2.68 BLDG (REF.) M607114602 Ck) 6"A300 6'PC 7 5' I 6 "A YPC r GRADE 6"A300(BEHIND) 6" PC(BEHIND) TOS SLOPE DN - 14 • "CHAS 14 "CHWR 4.PC LOOKING WEST UTILIDOR SECTION SCALE: 3/8 " =1' -0" 61607 ,602 CAP UNES TYP. OF 4 U/G PIPING FROM 2.63 BLDG ENTERS TYP. 4 PLCS AT 2.63 TIE -IN UTILIDOR PLAN DETAIL SCALE: 3/8 " =1' -0" TOC EL 13.1 TOS TOS WEST UTILIDOR SECTION SCALE: 3/8` =1'-0' LOOKING WEST A 6160 61602 EARTH OVER PIPES SHOWN REMOVED FOR CLARITY SYM DRAWING OF RECORD J1982179 NGIA J 1.08.01 Al IFC - PACKAGE 1. BLDG 02 -127 A2 2010 CODE REVIEW & RE -ISSUE FOR FC J1586456 -02 J1586456 -02 NCl/CU 03.04.09 09.15.10 2 -YD �i Provi • 1 J; - I - ed to Builders Exchanae of WA. Inc. For usage Conditions Aareement see www.bxwa.com - Always Verify Scale -11 •1 re;LASPOWAWA7 EAST UTILIDOR SECTION SCALE: 3/8" =1' -0" LOOKING WEST M603I 602 diEvitwED FOR CODE COMPLI Au aflJ D :i1A2011 City of Tukwit& BUILDING DIV1Sf LEGEND GENERAL NOTES 1. FOR MECHANICAL PIPING GENERAL NOTES, SEE DRAWINGS 2- YD-M2a AND 2-YD-1.42b. 2. FOR MECHANICAL LEGEND AND SYMBOLS, SEE DRAWING 2- YD -MO. 13 12" SLEEVE -> PIPE OR SLEEVE SEALED TO CONCRETE WITH NON- SHRINK GROUT. T> WATERTIGHT FLASHING (FERNCO) TO OUTSIDE OF FOAMGLAS PIPE INSULATION. © 2" SCH 80 PC FROM 2 -63 BUILDING. REFERENCE DRAWINGS 2-YD-V.603 2 -YD -61607 2- YD-M84 2- YD-M93 2= YD -M134 2- YD -M143 2 -YD -M3 2- YD-M3a 2- YD-M3b 2 -YD -M4 2- YD-M4o 2 -YD-M5 2- YD -M5a 2 -YD -616 2 -YD -61608 2 -YD -61612 2 -YD -14616 UTIUDOR SECTIONS AND DETAILS UTIUDOR PIPING 11E-IN DETAIL PLAN HVAC PIPING I4VAC PIPING PLUMBING PIPING PLUMBING PIPING COMPRESSED AR BLOCK DIAG. 100 PSI COMPRESSED AR PIPING DIAG. HIGH PRESS. COMP. AR PIPING DIAL. CHILLED WATER BLOCK FLOW DLAG. CHILLED WATER PIPING DIAG. STEAM BLOCK FLOW DIAG. STEAM & COND. PIPING DIAL. CONDENSATE BLOCK FLOW DIAG. STM & COND PIPING UTILIDOR DETAILS CHW & CIA PIPING URUDOR DETAILS COMPRESSED AIR PIPING UTIUDOR PIPING DETAILS CONSTRUCTION NOTES CAP EKISDNG 6' -A300 PIPING, DEJ40 PIPING TO UTILIDOR WALL, PLUG PIPE WATER TIGHT. ABANDON 6" -A300 U/C. AFTER START -UP OF NEW 02 -127 BLDG. STEAM AND AIR SYSTEMS. REMOVE 6" -PC PIPING TO UT1UDOR WALL, PLUG WATER TIGHT. REMOVE "T', INSTALL PIPE SPOOL, IN B" -MPS PIPE, DEMO PIPE TO UTIUDOR WALL, PLUG PIPE WATER 11GHT. ABANDON 6" -PC & 8" -MPS U /G. REMOVE T INSTALL PIPE SPOOL IN 5 A. DEMO 6"A PIPING TO UTILIDOR WALL PLUG WATER TIGHT. ABANDON 6 "A 11/0. REMOVAL SITE UTILITIES UTILIDOR SECTIONS AND DETAILS ECEWWE JAN 242011 CENTER RE- ISSUED FOR CONSTRUCTION f- `�.... , .. t Harris Group Inc. 12395.0 A2 09.15.10 PLANT 2 YARD MECHANICAL MASTER PLANT 2 M602R JOB N . 0WG N0. 982179 2- YD -M602R INSIDE CUB 1 OUTSIDE CUB rn Al 02 TOC EL 13.1 (13' -1 3/161 o 7 U Q V a I 1 1 1 1 1 2 -85 GRADE BEAM 2 -85 GRADE BEAM EL g .• to 1' -7" ! 1 L� i -7" 1 15" 1 -'',,,- 14°CHWs —EL 11.9 FOR TRAP DEFNL SEE DWG 2-85 -5451 - USE GUIDE G-6 ON MPS LINE THIS LOCATION ONLY USE SUPPORT S -6 ON. MPS LINE THIS LOCATION ONLY 6. -MPS 8x6 TEE P TOS os TOC 1'1 -- EL 3.9 (3' -10 3/4 ") Iro EL 8.15 L 3 "x3 "x3/8° ST -9c ST-10 EL 9.4 % EL 3.9 , / —* SEE DWG 2- 85 -M455 FOR i + ; t % PIPE SPACING (TYPICAL) SECTION SCALE: 3/8 " =1' -0" 16' -2 3/16" M603 CJ w z Fz 0 z (REF) (REF) I a a 0 T I 1 j (REF) 90' SR (NP 2) 1 t4111111110 90'SR 2 - -.._F.i.1._- --(t7 E t7 _ et DRAWING OF RECORD .*982179 HGI/IAI IFC - PACKAGE 1, BIDG 02 -127 458015e -02' 1 /W*- 2010 CODE REVIEW & RE -ISSUE FOR IFC Ji586456-02 HGI /CEM BOTTOM TIER AT 2 -85 BLDG PARTIAL PLAN DETAIL 1 SCALE 3 B " =1' -0" M84,14134 M603 0- M603 M602 M603 NOTE; SOME PIPING HAS BEEN OMInEU IN THIS ELEVATION FOR CLARITY. 1 3• B° CTWR & CiNJS 10' CTWR & CMS I ST -10 ELEVATION SCALE: 3/8 " =1' -0" n 16' -2 3/16• (REF) 90' SR (1YP_2) (REF) O 0. -- -- gv�--r i P1 LEGEND " -- GENERAL NOTES 1. FOR MECHANICAL PIPING GENERAL NOTES, SEE DRAWINGS 2- YD -M2o MD 2- YD -M2b. 2. FOR MECHANICAL LEGEND AND SYMBOLS, SEE DRAWING 2- YD -MO. 3. CONTRACTOR MAY ADD FLANGES PER PIPING SPECIFICATIONS AS REOD TO FACILITATE INSTALLATION. REFERENCE DRAWINGS 2 -YD -584 FIVAC PIPING 2- YD -M134 PLUMBING 2- YD -M3o 100 PSI COMPRESSED AIR PIPING DIAG. 2- YD -M3b HIGH PRESS. COMP. AIR PIPING DIAG. 2- YD -M4o CHILLED WATER PIPING DIAL. 2- YD -M5o STEAM & COND. PIPING DIAL. 2- YD- 570—.. COOLING TOWER WATER PIPING DIAL. REVIEWED A CCODECOM COMPLIANCE APD®®AVFD FEB 1 F 2011 (REF) 1 R CONTI - 4 " -PC 6 " -PC } - 6' -MPS City of Tukwila BUILDING 0 N 45' ELL M603 kak- UPPER TIER < ° s AT 2 -85 BLDG CDPARTIAL PLAN DETAIL SCALE: 3/8 " =1' -0" M84,M1 4 M603 M602 REMOVE EXISTING 6 "PC DOUBLE ELBOWS AND REPLACE WITH TEE AND DOUBLE ELBOWS AS SHOWN. INSTALL TWO 6" VALVES AS SHOWN. FUTURE DEMO OF 6 "PC AND INSTALLATION OF 6" BUND FLANGE SCHEDULE AFTER START -UP OF NEW 02 -127 BLDG. STEAM SYSTEM. REMOVAL ECE1VE JAN 24 2011 RE- ISSUED FOR CONSTRUCTION SITE UTILITIES UTILIDOR SECTIONS AND DETAILS 03.0{.09 09.15.10 2 -YD 603'R Site Utilities - Utilidor Sections end Details Provi ed to Builders Exchanae of WA. Inc. For usaae Conditions Aareement see www.bxwa.com - Always Verify Scale ® V746FIW OWE PLANT 2 YARD MECHANICAL MASTER PLANT 2 ONO NO. 6TVI MATCH LINE - CONTINUATION SEE SHEET M124 , ■ : ; , 1___I 3 W i j • 1 2- 64 "-1-- 1 ------ 7 , -,--, , ,--, ._7_,,i x . 1 1 • , i 1 1 I ' i I 1 ii 1 1 rz-1, D COMPRESSOR (300PS1) 1 • ---8"A (300 PSI) (A) --2'CW (A) 6'A (300 PSI) 6"A (100 PSI) -11 11.111,0 6.CW 8"A (300PSO 'A) 3 ni'n(cooPsi) (A)- 2' TO HEAT TREAT 141 111 n /i , i 0 - —6"A (300'S1) r M133 11626 6VOOPSO --1- 2-14 M626 3/e"A (.0 0. 0 0 t-) 3"CW 61626 6.A (300PSI) PIPE SUPPORTED ON /-- 2-63 FLOOR SLAB (TYP) ABANDONED BURIED M626 6•A (300PSI) A (7-10-0P9T ?- 0;, • 1-= z. 2"CW (A) M626 I <•-■ 2.5 GALV PLUG COATED WITH TAR G1.-2; BELOW RAB FLR GALV PLUG COATED WITH TAR 2.-9. BELOW GRADE 71 1 1 in 6.1 0 REF REVIEWED FOR CODE COMPLIANCE APPROVED FEB 1 6 2011 Ci of Tukwila ISION IR Fr .1 • V 1.1,811. t V O • 1 • • 2-YD-1.183 2-YD-M626 DETAILS GENERAL NOTES 1=2> SEE DRAWING 2-1Z-M83 FOR LOCATIONS OF PIPE SUPPORTS FOR 6' A (100 PSI) AND r A (300 PSI) TO BE INSTALLED ON FLOOR SLAB OF BLDG 2-63 CONSTRUCTION NOTES E>. rA (100 PSI) ISOLATION POINT. rg>. INSTALL NEW rA & 4'CW PIPING TO NEW 02-127 BLDG. INSTALL NEW 3"G PIPE TO NEW 02-127 BLDG. RECEIVE JAN 24 2011 - I 20 10 0 20 40 60 14126 14135 61144 SCALE IN FEET M117 14125 M134 M143 M116 14124 M142 M115 61123 14132 M141 M114 M122 M131 M140 14113 14121 14130 M139 KEY PLAN SCPLE MIK M112 M120 61129 M138 2111 14119 61128 M137 14110 M118 M127 M136 RE-ISSUED FOR CONSTRUCTION Harris Group Inc. REVISION .62. ONLY ROG/SETJ 2-YD- Provi RAI A 6 CI RTV6rN ARARoiLD Sri MATCH L NE - CONTINUATION SEE SHEET M142 En WOO BUMS 2-63 & 2-64 DruounoN MUD) FOR CONSTRUCTION J1710661 ocuvra 4710661 IVITUS/VW 10.26.01 11.06.01 DEMO 2-64 BININNC J/160443-00 BOLLIC 0819.06 - PACKAGE 1, 40.00 02-127 J1586456-02 HGI/COA 03.04.09 09.15.10 HIMMIllejv & RE-ISSUED IFC 4686466-02 fiCl/CEL1 ed to BUders Exchanoe of WA. Inc. For usaae Conditions Aareement see www.bxwa.com - Always Verify Scale eLantraEArAwe 09.15.10 CautEtt oArT PNT 4586456-02 C2 M133 MUCCI 62395.29 MOM *CCM' Cal DCW DOTE 09.15.10 2 -YD-MProv1 e MATCH UNE _CONTINUATION SEE SHEET _-----__—__-__--_-__—__—__—_------'----'-- / IS 1 (_ I '1 1 l 1 i l PANJ P WA, FWd'L 0 8 "I) 8 °A(1000PS1) 0 I 4"CW 1 i! 2 1/2 "A 3 "(DIP)CW 1 M134t604 3" RISER TO UTILIDOR 4 "x4"x3"TEE TEE TO SOUTH 3" UNECR- tffittDORII w -1 14606 I NGT NEW UNDEEGR UTIUDOR 1 1 /2 "CW UP UGM506 —1— ,-AI SEE CONT. 2.1 6- 1M5151 FOR C1 y1 of h 2 "A µz1 I N-1 64134 C620 "A100 -8 "A(1000PS1) M134 14601, L, 2 "CW UP 7 4 4 "A300(TO 2 -84) 2"A(T0 2 -84) x4" 6"A300 VALVE IN RISER 6"A300 —c3-- ` r: SEE DRAINING 2- YD -M700. SITE DETAL PLAN BTWT ;CIRCUIT UPGRADE 4 "CW O 8"A10t0 4" 45 BEND Y4- 90• BEND REFERENCE DRAWINGS 2- YD -M143 HVAC PIPING 2- YD -M125 HVAC PIPING 2- YD -M601 UTIUDOR DETAILS 2 -00 -64602 UTILIDOR DETAILS 2- YD -M603 UTIUDOR DETAILS 2- 68 -M607 UTIUDOR PIPING TIE -IN DETAIL PLAN 2 -YD -64549 PIPE SUPPORT SECTIONS A140 DETAILS 2- YD -M550 PIPE SUPPORT SECTIONS AND DETAILS 2- YD -M551 PIPE SUPPORT SECTIONS AND DETAILS 2- YD- UGM506 UTIUDOR PROFILE 2- YO -M3at LP. COMP. AIR DIAGRAM 2- YD -M3o LP. COMP. AIR DIAGRAM 2- YD -M3bt H.P. COMP. AIR DIAGRAM 2- YD-M3b H.P. COMP. AIR DIAGRAM 2- 62 -M500 PIPING DETAILS AND SECTIONS GENERAL NOTES 1. FOR MECHANICAL PIPING GENERAL NOTES, SEE DRAWINGS 2 -YD -6420 AND 2- YD -M2b. 2. FOR COMPRESSED AIR PIPE SUPPORT AND PIPE BRANCH LOCATIONS, SEE DRAWING 2- YD -M616 AND 2- YD -M619. 3 INSTALL 1 1/2 DOMESTIC WATER SERVICE METER, SEE DETAIL M134 M600 4. FOR MECHANICAL LEGEND AND SYMBOLS, SEE DRAWING 2 -YD -640. 7> ENCASE AIR LINE PER TYPICAL DETAIL ON SHEET 2- YD -0554 © ENCASE 6• 01.1 IN 10 "0 HDPE DRISCO 1000 SDR 17 PIPE SIMILAR TO DETAIL ON SHEET 2- YD -0554 7> 2- YD -M325 HP AIR SYSTEM PRV CONTROL INSTRUMENT LOCATION PLAN M134 007 P.O.C. 4• 45' BEND CONSTRUCTION NOTES II 8 "A1000 e; 11 ■ .i 8" '0001 INSTALL NEW 4 -CW SUPPLY LINE 10 NEW 02 -127 BLDG. INSTALL NEW 3 1'A SUPPLY LINE FROM NEW 02 -127 BLDG TO RE -IN AT EXISTING 6"A UNE. INSTALL NEW 4.0 SUPPLY UNE TO NEW 02 -127 BLDG. R1'CONT. SEE 12- 88 -M521A FOR FURTHER PIPING SEE DWG 2 -88 -6416460 AND 2- 88 -M520A 8 "A300 4 "A 6"A1000 01 7- h 1 8. 00 1 FO P CONT. 9999 EE DWi. 2 -83 -1I M111 49 RED (Ad NO. 50 -C) 901 BEND FlxfL DIP ; EXISTINI; ,T I 6'x6' TUDORJ NACELLE C00 .1 .SEE 2 -83 -64704 6 ®r3CR9SS 10 6 "A-1 1 /2.CW RECEIVED JAN 24 2011 16x12 3 °A 20 10 0 20 40 64134 61587 6 L: FitvityvtD FOR CODE COMPLJ a SCALE IN FEET 12 "A3 M134 M582 (701011,0 _..- 12 °A300 19 City of Tukwila 6. BALDING DIVISION MA ICKUNE - CONTINUATION StESHEET 641 - DRAWING OF RECORD j972179 A INSTALL 0109 PRESSURE LINE 01 IFC - PACKAGE 1, BLDG 02 -127 82 2010 CODE REVIEW & RE -ISSUE FOR IC 134 Plumbing o : u1 . ers xc anae 0 J558E456-02 4586456-02 Oat 1.08.00 7.26.04 03.04.09 09.15.10 ACCEPTABILITY TH5 06956 Ate SPECRICAT4x1 b WARDOI 1215.97 01.26.98 12.15.97 2.16.98 2.1698 21098 AUSTRAL PLUMBING APPROVED DAM PROEM ROG/CEM 09.15.10 6m 5.00 p II MARE oECHEM DCWOR CHECKED. 1902 9010 CU WA 4586456 -02 mw1 B2 Irrt 09.15.10 HEFT PLANT 2 YARD MECHANICAL MASTER PLANT 2we'°' 546551 -00 2- YD -M134 c. or usaae once Ions ' areemen see www.•xwa.com - ' ays e e 17,1 re § I • 1/2. :I-A,' • -- Co, r 7 - 0' JORGENSITh: STEEL MATCH LINE - CONTINUATION SEE SHEET M125 6 • \ 46, / 1' / ,/ • , / ///- / / , / \ , ' / ▪ '..".., ir , .R.-. COORD. NORTH 195783.02 REVIEWED FOR CODE COMPLIANCE APOOnvEn FEB 1 2011 Citydrukwila 1 N 4 562E --11 r, 8'A(1030Ps0---, n 07, 6) r- - 3- 1 1 -,I -1 n[11:1 18 g * 1 r; E Id 1. FOR MECHANICAL PIPING GENERAL NOTES, SEE DRAWINGS 2-YD-142o AND 2-YD-M2b. IN-Tit' 2. FOR MECHANICAL LEGEND AND SYMBOLS, SEE DRAWING 2-YD-MO. 1> LANDSCAPE IRRIGATION POINT OF CONNECTION, DCVA, I l PRV, AND MASTER VALVE ASSEMBLY. SEE SHEET 2-YD-1S185 AND 2-YD-LS211 FOR DETAILS. LEGEND: — A — COMPRESSED AIR PIPING --GW — DOMESTIC COLD WATER — P — PROPANE — Ac— ACETYLENE — 0 — OXYGEN —FC— CHEMICAL FEED — G — NATURAL GAS FLANGE JOINT FLANGE WITH BLIND FLANGE E— PIPE CAP -CT• PIPE REDUCER PIPE TEE - GATE VALVE GENERAL NOTES REFERENCE DRAWINGS 2-YD-LS185 2-YD-LS211 2-1D-M553 2-YD-14554 2-YD-M600 IRRIGATION PLAN IRRIGATION DETAILS STANDARD DETAILS STANDARD DETAILS FIRE PROTECTION DETAILS A 5EpAg -49II Co tos-rizu. LO ,3 PR-NIT i 5 ''---w- TQ6to2"...1,,,D°' Vf: 511(I016--: 3" WM. RPM 5146a ae //1/467/1 0 r 1 Padore-cronJ 1 1 1-.>- INSTALL NEW 10 11E-IN FOR FIRE PROTECTION PIPING. • g.0 051-NcHogeb /NW ENC/asu ft HINI14k14 4" THicK comc. P#b cUs 49493 0 DRAWING or RETARD 4982179 HGVDED 1.08.01 Sri MATCH LINE - CONTINUATION SEE SHEET M144 Al IFC - PACKAGE 1. BLDG 02-127 4586455-02 FIGMGEM 0344.09 A2 2010 CODE REM & RE-ISSLIE FOR WC 4586455-02 HOI/GEM 09.15.10 2-YD- 1-35-PILIMing Provided to auilders Exchange of WA. Inc. For usaae Conditions Aareement see www.bxwa.com - Always Verify Scale sii___AfiraCFAVAW• SUEMTLE 22.5' 20 R CEIVE JAN 24 2011 CENTER 10 0 20 40 60 MEER SCALE IN FEET PLUMBING TOTE PLANT 2 YARD MECHANICAL MASTER PLANT 2 KEY PLAN SORE IONE e e ! PLANT COORD. RE-ISSUED FOR CONSTRUCTION Harris Group Inc. REVIStON '42. ONLY • ROG/DE41 DOE 09.15.10 PROJECT 12395.08 CIAMPI/ VIGT Jj586456-02 SHEET mon: Pti7 STI.SOL A2 95908 • GC& rt OPTE 09.15.10 M135 JOB NO. 982179 Coup 2-YD-M135 14117 1411614115 14114 M113 M112 14111 M110 M126 M125 M124 M123 M122 M121 M120 16119 14118 15.::' M134 M133 M132 M131 M130 44129 M128 14127 M144 M143 14142 14141 14140 M139 M138 M137 14136 PLUMBING TOTE PLANT 2 YARD MECHANICAL MASTER PLANT 2 KEY PLAN SORE IONE e e ! PLANT COORD. RE-ISSUED FOR CONSTRUCTION Harris Group Inc. REVIStON '42. ONLY • ROG/DE41 DOE 09.15.10 PROJECT 12395.08 CIAMPI/ VIGT Jj586456-02 SHEET mon: Pti7 STI.SOL A2 95908 • GC& rt OPTE 09.15.10 M135 JOB NO. 982179 Coup 2-YD-M135 COORD. NORTH 195366.04 — 8 5 M143 UGM623 2"CW UP M143 1.4587 M143 M582 CA1000 43 MS20, SEE DRAWING 2-YD-M700. SITE DETAIL PLAN I.B.TWT CUIT UP-GRADE I . 16A300 GENERAL NOTES 1. FOR MECHANICAL PIPING GENERAL NOTES, SEE DRAWINGS 2 -YD-M2o AND 2-YD-M2b. 2. FOR MECHANICAL LEGEND AND SYMBOLS, SEE DRAWING 2-YD-M0. ENCASE AIR LINE PER TYPICAL DETAIL ON SHEET 2-YD-0554 La> ENCASE 6" CW IN 10-0 HDPE DRISCO 1000 SDR 17 PIPE SIMILAR TO DETAIL ON SHEET 2-YD-0554 WATER METER, DCBP, AND IRRIGATION VALVES RELOCATED. SEE SHEET S-7 FOR DETAILS AND CONNECTION POINTS. 1.6_,› 2-YD-M325 HP AIR SYSTEM PRV CONTROL INSTRUMENT LOCATION PLAN => NATURAL GAS METERING STATION BY PSE 5 1 8 OF s^ LENN POC 1403-22 1152,s5g4 88 6. 1,/, ; I • ..! t.1,11 it/ , --y • - • sY RUSKIN BY WOE REVESON fff OPPROYED ORE MING OF RECORD 4982179 HGVLA.1 1.08.01 A2 2-Y 143 Prow e. to WC - PACKAGE 1. BLDG 02-127 4666456-02 .RWCEM 03.04.09 2010 CODE RBREW tt RE-ISSUE FOR WC 4586456-02 HGI/CF11 09.15.10 Plumbing uu.erS _xc anae o nc or usaae onditions Aareement see www.bxwa.com - Always Verify Scale FLA ‘OPMZAW COORD. NORTH 194949.06 12.15.97 1.26. 12.15.97 216.98 2.16.98 2.16.98 2 REVIEWED FOR CODE COMPLIANCE AgmantirFn FEB 16 2011 City of Tukwila BUILDINS niviRinrti PLUMBING EFERENCE DRAWINGS 2-YD-M134 HVAC PIPING 2-YD-M125 HVAC PIPING 2-YD-M601 UTIUDOR DETAILS 2-YD-M602 UTIUDOR DETAILS 2-YD-M603 IITILIDOR DETAILS 2-YD-M549 PIPE SUPPORT SECTIONS AND DETAILS 2-YD-M550 PIPE SUPPORT SECTIONS AND DETAILS 2-YD-M551 PIPE SUPPORT SECTIONS AND DETAILS 2-YD-M3 COMPRESSED AIR BLOCK FLOW DIAGRAM 2-YD-M3o LP. COMP. AIR DIAGRAM 2 -YD-M3b H.P. COMP. AIR DIAGRAM 2-YD-M617 COMP. n8 PIPING UTIUDOR DETAILS 2 - YD-M618 COMP. AIR PIPING UTIUDOR DETAILS CONSTRUCTION NOTES AD) ECE1VE JAN 24 2011 20 10 0 20 40 60 SCALE IN FEET M117 M116 M115 M114 M113 M112 14111 14110 M126 M125 M124 M123 M122 14121 M120 14119 14118 M135 M134 M133 M132 14131 14130 M129 M128 M127 14144 Ag M142 M141 M140 M139 M138 M137 14136 MECHANICAL MASTER PLANT 2 YARD PLANT 2 KEY PLAN 9,LE : NONE 00 PLANT COORD. RE-ISSUED FOR CONSTRUCTION Harris Group Inc. REVISION "Ar Otelf • ROG/Cal (BIt 09. 5.10 PROJECT 12395.00 D09 CHEWED: MN% 601 RREIO ION J1586456-02 SHEET acacia PWT A2 DATE co DCW 09.15.10 M143 JOS NO. DWG NO. 972198 2-YD-14143 COMP Ma UTIUDOR (REF) ;10" V-1" (REF) 7/8 "0 HOLE FOR 3/4" ANCH �f_� - -- BOLT (2 PLCS) PLAN DETAIL 1 1/8" CONDENSATE SUPPORT, GUIDE OR ANCHOR PER S -1, G -1, A -1 OR AS NOTED ON DRAWING 2- YD -M605 3 14 (REF) V'4x13 TYP 9 1/2" UIIUDOR WALL 7 (TYP) 3/16 W4x13 d B r b. .111111 /L R . PIPED ` P E ELEVATION NOTES: 1. SEE PIPING PLAN 2- YD -M608 THROUGH M -619 FOR LOCATIONS. 2. FOR USE AT ALL POSMONS WHERE CONDENSATE PIPE SUPPORT IS PRESENT AND STEAM OR CHILLED WATER PIPE SUPPORT IS ABSENT 3. SEE SECTION A -A, PIPE SUPPORT DETAIL ST -2 (DWG 2- YD -M550) FOR CONSTRUCTION AT CONDENSATE PIPE ANCHOR LOCATIONS. 4. PROVIDE AND INSTALL A HILTI KWIK -BOLT 11 EXPANSION ANCHOR BOLT OF SPECIFIED DIAMETER AND WITH 4' MINIMUM EMBEDMENT (OR APPROVED ALTERNATE) AT EACH ANCHOR BOLT LOCATION NOTED ABOVE. 5. USE ST -8A TO PROVIDE SUPPORT FOR CONDENSATE PIPE WHERE IT CROSSES A UTIIJDOR SUMP SECTION. PIPE SUPPORT ST -8 & ST -8A SCALE: 1`=1'-0" WT2x6.5 GUIDE LUG LENGTH =0.9xPIPE 0 TYP GRINNELL FIG. 256 (PER INSULATION THICKNESS) PIPE ALIGNMENT GUIDE STEAM PIPE (REF) 4 1/8° t STEEL SUPPORT, SEE DETAIL ST -8 ABOVE OR ST -1 OR ST -2 (AS INDICATED ON PLAN) GRINNELL FIG. 160 -165 (PER INSULATION THICKNESS) INSULATION PROTECTION SADDLE (3 REQ'D) END VIEW NOTES: 1. SEE PIPING PLAN 2- YD -M608 THROUGH M619 FOR LOCATIONS. 2. FOR PIPE SIZES 1" THROUGH 12° ELEVATION INSULATION PROTECTION SADDLE STEEL SUPPORT PIPE GUIDE G -1 SCALE: 1 1/2". 1' -0" 3/8 "Itx14 "x9" TYP. G CHANNEL 9" LONG, SEE SCHED. FOR SIZE E END VIEW NOTES: 3/16 c. 3/4" HOLE FOR 5/8" BOLT, (4 PLCS) U 8" SPIDER SHOWN OFFSET FOR CLARITY (SEE NOTE 2) STEEL SUPPORT (SEE ST -1) 3/4" HOLE (TYP.) 1 15 1/2" TYP. ELEVATION 1. SEE PIPING PLAN 2- YD -M608 THROUGH M619 FOR LOCATIONS. 2. INSTALL SPIDER SO THAT IT IS CENTERED LENGTHWISE IN THE GUIDE RING UNLESS OTHERWISE NOTED ON THE DRAWING. 3. CHANNEL FLANGES MUST BE TRIMMED 1/4" TO MAKE PEDESTAL HEIGHT "B" = 1 1/2" G -5 GUIDE SIZE SCHEDULE GUIDE SIZE PIPE SIZE NO. REQ'D A B C D E J G 7 6" 16 7/8 2 1/2 15 7/8 8 1/2 9 3/4 6 C6x13x9" 8 8" 18 7/8 1 1/2 17 7/8 9 1/2 10 1/4 8 C3x4.1x9" (NOTE 3) STEEL SUPPORT, SEE DETAIL ST -8, ABOVE OR ST -1 OR ST -2 (AS INDICATED ON PLAN) PIPE GUIDE G -5 SCALE: 1 1/2 " =1' -0" GRINNELL FIG. 160 -165 (PER INSULATION THICKNESS) INSULATION PROTECTION SADDLE (1 REVD) END VIEW 6. ELEVATION INSULATION PROTECTION SADDLE STEEL SUPPORT NOTES: 1. SEE PIPING PLAN 2- YD -M608 THROUGH M619 FOR LOCATIONS 2. FOR PIPE SIZES 1" THROUGH 12" PIPE SUPPORT S -1 SCALE: 1 1 /2 " =1' -0" 91 DOE SYM DRAWING OF RECORD J1972179 1.08.01 2- YD -M549 Prnvlripn to Pipe Support - Sections and Details - indnArc FYnhannA nt WA Inc Fnr tisane Conditions ci__AiPZITE71411F 14 1/2' 1 (1YP) UTILIDOR WALL 7 (REF) 3 16 3 LOCATION OF ANCHOR LUGS (SEE ANCHOR A -4 FOR DETAIL) 3/8' PLATE PLAN DETAIL W4x13 7/8 "0 HOLE FOR 3/4" ANCIi. BOLT (2 PLCS) -1 1/2" 1/16" GAP-- - (TYP) END VIEW ELEVATION NOTES: 1. SEE PIPING PLAN 2- YD -M608 THROUGH M619 FOR LOCATIONS. 2. FOR PIPE SIZES 2 1/2" THROUGH 4' 3. PROVIDE AND INSTALL A HILTI KWIK -BOLT II EXPANSION ANCHOR BOLT OF SPECIFIED DIAMETER AND WITH 4' MINIMUM EMBEDMENT (OR APPROVED ALTERNATE) AT EACH ANCHOR BOLT LOCATION NOTED ABOVE. PIPE SUPPORT ST -7 SCALE: 1"=1'-0" WT2x6.5 GUIDE LUG LENGTH= 0.9xPIPE 0 TYP INSULATION PROTECTION SADDLE 3/16 STEEL SUPPORT GRINNELL FIG. 160 -165 (PER INSULATION THICKNESS) INSULATION PROTECTION SADDLE (3 REQ'D) END VIEW REVIEWED.FOR CODE COMPLIANCE giclooAVFD PIPE ANCHOR A -1 SCALE: 1 1/2 " =1' -0" 1/16" GAP (TYP) WT2x6.5 STEEL SUPPORT, SEE DETAIL ST -8, ABOVE OR ST -1 OR ST -2 (AS ELEVATION INDICA MEE) NOTES: 1. SEE PIPING PLAN 2- YD -M608 THROUGH M619 FOR LOCATIONS. 2. FOR PIPE SIZES 1' THROUGH 12" JAN 24 2011 cENTER 3/16 FEB 1 211 City of Tukwila 2.16.98 2.16.98 2.16.98 PIPE SUPPORT SECTIONS AND DETAILS FOR REFERENCE ONLY BY: HGI /CEM DATE: 09.15.10 SYMBOL PLANT 2 YARD PLANT 2 M549 JOB NO DWG MO. 972198 2- YD -M549 Aareement see www.bxwa.com - Always Verifv Scale 1— (TYP) W4x13x2' -3" (TYP 3 PLCS) — "b" L COND. �--- -- - --+4- 7/8 "0 HOLE FOR 3/4" ANCH. BOLT (6 PLCS) 1 1/8" UTIUDOR DETAIL PLAN CONDENSATE SUPPORT, GUIDE OR ANCHOR PER S -1, G -1, A -1 3 W)3 1 UTILIDOR WALLY 14' (REF) STEAM SUPPORT OR GUIDE PER S -2 OR G -2 W4 ) TYP CL UTIUDOR PIPED. ELEVATION PIPE SUPPORT ST -1 SCALE: 1 =1' -0" SUPPORT UTIUDOR WIDTH "f "b` "c "d" ST -1a 6' -0" 5' -9" 2' -2" 10" 8 -1/2" ST -1b 6' -8" 6' -5" 2' -6" 10" 8 -1/2" ST -1c 4 " -0" 3' -9" 2' -8" 8" 6-1/2' TYP WT2x6.5 x 2' LG GUIDE LUG SSTPME. 1 1/2" '0" 10" W4x13 MP) r SIONS FOR CHILLED WATER ANCHORS L1�y� (T1P) 7OR'9 HOLE . FO — II®1j1j �IIj OLT3(8 PLCS) ; 44' 4'1 4° 4' A r1 UTILIDOR C PIPE -�I- 1 1/8° N-UTIUDOR WALL DETAIL PLAN CONDENSATE SUPPORT, GUIDE OR ANCHOR PER S -1, G -1, A -1 3 16 1 1/2" 0 1 1/81 2 1/4" 14' (REF) 10' 3/8' PLATE 3/16 3/8" GUSSETT SECTION A -A PLATE CONSTRUCTION AT CONDENSATE PIPE ANCHOR 3/8" PLATE 3/16 3/8" GUSSETT PLATE END VIEW B -B CONSTRUCTION AT STEAM PIPE ANCHOR STEMS PIPE ANCHOR PER A -2 NOTE: 1. SEE DRAWINGS 2 -YD -14608 THROUGH M619 FOR LOCATIONS. 2. FOR USE AT ALL POSITIONS EXCEPT STEAM PIPE ANCHORS STEAM PIPE EXPANSION JOINTS, AND CONDENSATE ONLY PIPE SUPPORT LOCATIONS 3. SEE SECTION A -A, PIPE SUPPORT DETAIL ST -2 FOR CONSTRUCTION AT CONDENSATE PIPE ANCHOR LOCATIONS. 4. PROVIDE AND INSTALL A HILTI KWIK -BOLT II EXPANSION ANCHOR BOLT OF SPECIFIED DIAMETER AND WITH 4" MINIMUM EMBEDMENT (OR APPOVED ALTERNATE) AT EACH ANCHOR BOLT LOCATION NOTED ABOVE. 5. ST -1C IS ONE BAY WIDE. 3" (TYP)- 3 3/16 3/16 16- (TTYP)�P END VIEW NOTE; 1. SEE DRAWINGS 2- YD -M608 THROUGH M619 FOR LOCATIONS. 2. PIPE GUIDE G -6 IS IDENTICAL TO PIPE GUIDE G -2 EXCEPT THAT THE NOTED DIMENSION IS 4` (NOT 6.69"). 3/8" PLATE STEEL SUPPORT 3/8" PLATE V 1"x3" INS. BAND SLOT 3/16 W(TTP) ITDUDOR COND. ELEVATION PIPE PIPE SUPPORT ST -2 SCALE: 1 " =1' -0" SUPPORT UTILIDOR WIDTH "a" "b" "c" ST -2o 6' -0' 5' -9" 2' -2" 8 -1/2" ST -2b 6' -8" 6' -5" 2' -6" 8 -1/2' ELEVATION PIPE GUIDE G -2 & G -6 SCALE: 1 1/2 " =1' -0" PIPE GUSSETT PLATE LT€ 1 1/2" 1. SEE DRAWINGS 2 -YD -14608 THROUGH 14619 FOR LOCATIONS. 2. FOR USE AT STEAM PIPE ANCHOR LOCATIONS AND AT COMBINED STEAM /CONDENSATE PIPE ANCHOR LOCATIONS. 3. INSTALL 3/8" EXTENSION PLATES AND GUSSETS PER SECTION A -A AT CONDENSATE AND CHILLED WATER. PIPE ANCHOR LOCATIONS. OMIT THESE PLATES AND GUSSETS AT ALL CONDENSATE AND CHILLED WATER SUPPORT AND GUIDE LOCATIONS. 4. PROVIDE AND INSTALL A HILTI KWIK -BOLT II EXPANSION ANCHOR BOLT OF.SPECIFIED DIAMLILH AND WITH 4' MINIMUM EMBEDMENT (OR APPROVED ALTERNATE) AT EACH ANCHOR BOLT LOCATION NOTED ABOVE 3" (TYP) 3/8" PLATE ■ 1 "x3" INS. BAND SLOT 3 16 3/16 3/8' PLATE END VIEW NOTE; 1. SEE DRAWINGS 2- YD -M608 THROUGH 14619 FOR LOCATIONS. 2. PIPE SUPPORT S -6 IS IDENTICAL TO PIPE SUPPORT S -2 EXCEPT THAT THE NOTED DIMENSION IS 4" (NOT 6.69 "). SILLL SUPPORT ELEVATION PIPE SUPPORT S -2 & S -6 SCALE: 1 1 /2 " =1' -0` 3 16 9r DOE m DRAWING OF RECORD J #972179 HGI/LAI 1.08.01 2- YD-1,4 50 Pipe Support - Sections and Details - Prnuir+arl fn RI ilrlarc Fvrh.nnra of WA Inn Fnr inane Rnnditinns Agreement see www bxwa.com - Always Verify Scale gLAPAGIAEFAII7 A 088 SKIM ,0 , "b" (TYP) "b" (TT) 7/8 •0 HOLE FOR 3/4" ANCH. BOLT (8 PLCS) 1 1/8" 10' (TYP) I SEE DETAIL C i I DR$I 3 fL UTIUDOR T COND. PIPE N-UTIUDOR WALL DETAIL PLAN 1 1/2- CONDENSATE SUPPORT, GUIDE OR ANCHOR PER S -1, G -1, A -1 16 14" C 1 1/8 2 1/4" 10° W4 ) TYP CE UTIUDOR I COND. CL PIPE ELEVATION PIP 3/8 GUSSETT PLATE PIPE SUPPORT ST -3 SCALE: 1-=1.-0" SUPPORT UTIUDOR WIDTH "a" "b" "c" ST -3o 6' -0" 5' -9" 2' -2" 8 -1/2" ST -3b 6' -8" 6' -5" 2. -6" 8 -1/2° WT2x6.5 x 2" LG GUIDE LUG r r r I I r I I r I EXPANSION JOINT CASE EXPANSION JOINT FOOT 1 1/2" '3/6Pr 3/8" GUSSETT SECTION C -C PLATE DETAIL EXPANSION JOINT MOUNTING PLATES AND HOLD -DOWN BOLT SLOT PATTERN NOTE; 1. SEE DRAWINGS 2- YD -M608 THROUGH 14619 FOR LOCATIONS. 2. FOR USE AT STEAM EXPANSION JOINT LOCATIONS ONLY. 3. SEE SECTION A -A, PIPE SUPPORT DETAIL ST -2 FOR CONSTRUCTION AT CONDENSATE PIPE ANCHOR LOCATIONS. 4. PROVIDE AND INSTALL A HILTI KWIK -BOLT II EXPANSION ANCHOR BOLT OF SPECIFIED DIAMETER AND WITH 4' MINIMUM EMBEDMENT (OR APPROVED ALTERNATE) AT EACH ANCHOR BOLT LOCATION NOTED ABOVE 5. SHIM AS REQUIRED TO MAINTAIN 6.69" PIPE BOTTOM TO TOP -OF -STEEL DIMENSION SHOWN ABOVE. 6. USE 3/4" 4307 GRADE B HEX HEAD BOLTS WITH TWO NUTS PER BOLT TO ATTACH EXPANSION JOINT MOUNTING BASE TO SUPPORT ST -3. INSTALL THESE EXPANSION JOINT HOLD -DOWN BOLTS WITH 1/16" CLEARANCE UNDER THE BOLT HEAD SO THAT THE EXPANSION JOINT IS FREE TO SLIDE COUNTER- TIGHTEN THE PAIR OF NUTS ON EACH BOLT TO JAM THEM TOGETHER AND MAINTAIN THE BOLT HEAD CLEARANCE. 3/8" PLATE 1 "x3" INS. BAND SLOT 3 16 3/16 3/16 REVIEWS CODpEpCOpMnPLIAn N FEB 1 2011 3/8° PLATE '( )" GAP STEEL SUPPORT City of Tukwila r.r APPROVED BY DEPT. 0810 L MiNSTON 1011 memo 1KN mmWWC� ARROW!) 12.9.97 2.16.98 2.16.98 216.68 MECHANICAL MASTER VIEW • ;L. WT2x6.5 x 2" LG ELEVATION 1. SEE DRAWINGS 2- YD -M608 THROUGH M619 FOR LOCATIONS. PIPE ANCHOR A -2 SCALE: 1 1/2"=V- PIPE SUPPORT SECTIONS AND DETAILS E JAN 24 2011 PERMITCENTER FOR REFERENCE ONLY BY: HGI /CEM DATE: 09.15.10 PLANT 2 YARD PLANT 2 CURRENT RONSON SHEET M550 JOG N0. DWG ND. 982179 2- YD -M550 COMP NO. 1/16" LWGTH 091Dx PIPE 0 TYP SUPPORT STEEL ELEVATION 3/16 NOTES* 1. SEE PIPING PLAN 2- YD -M608 THRU M619 FOR LOCATIONS. 2. FOR UNINSULATED PIPE SIZES 2 1/2" THRU 12'. PIPE GUIDE G -4 SCALE: 1 1/2' =1' -0" 10" - •ice --- WT2x6.5 LUGS W4x13 SUPPORT STEEL WT2x6.5 GUIDE LUG LENGTH =0.9 x PIPE 0 TYP 3/16 3 16 3/16 END VIEW 1/16" GAP (TYP) W4 END VIEW TYP 1' FIBERGLASS INSULATION HDPE INSERT 3" WIDE x 12" LONG x 1' THICK (ON BOTTOM CENTERLINE) 1" FOAMGLASS INSULATION 360' WRAP SUPPORT STEEL _v- GRINNELL FIG. 167 INSULATION PROTECTION SHIELD (BOTTOM ONLY) ELEVATION - INSULATION PROTECTION NOTES: 1. SEE PIPING PLAN 2- YD -M608 THROUGH M619 FOR LOCATIONS. 2. FOR INSULATED PIPE SIZES 2 1/2" THRU 16" PIPE SUPPORT S -3 SCALE: 1 " =1' -0" WT2x6.5 LUGS U41,6 3/16 4 1/16" 4 3/16" ELEVATION Eala 1. SEE PIPING PLAN 2- YD -M608 THROUGH M619 FOR LOCATIONS. 2. FOR UNINSUUTED PIPE SIZES 2 1/2" THRU 12" PIPE ANCHOR A -4 SCALE: 1 1/2" =1'-0" 1` FOAMGLASS INSULATION 364 WRAP WT2x6.5 GUIDE LUG LENGTH =0.9 x PIPE 0 (OMIT FOR R -1) WT2x6.5 GUIDE LUG TYP (OMIT FOR R -1) TYP 2 3 16 UPRIGHTS 3/16 TYP 2 UPRIGHTS ELEVATION NOTE: 16 3 1/2" 7/8'0 HOLE FOR 3(4" ANCH. BOLT (2 PLCS) 1 1/2" END VIEW 1. SEE PIPING PLAN 2- YD -M608 THROUGH M619 FOR LOCATIONS. 2. FOR PIPE SIZES 2 1/2" THRU 4' 3. PROVIDE AND INSTALL A HILTI KWIK -BOLT II EXPANSION ANCHOR BOLT OF SPECIFIED DIAMETER AND WITH 4" MINIMUM EMBEDMENT (OR APPROVED ALTERNATE) AT EACH ANCHOR BOLT LOCATION NOTED ABOVE. PIPE SUPPORT ST -6 SCALE: 1 1/2 " =1' -0" 6' -6" 1 2 1/2" WIDE x 5" LONG x 3/8" THICK PLATE 3/4 "0 HOLE 4 PLCS (SEE NOTE 4) 4' -6" (REFERENCE) (NOTE 2) GRINNELL FIG. 167 INSULATION PROTECTION SHIELD (2 REQ'D) 3/16 NOTES: 1. SEE PIPING PLAN 2- YD -M608 THROUGH M619 FOR LOCATIONS. 6 1/16" 2. FOR PIPE SIZES 2 1/2" THRU 16' 3/16 "WT2x6.5 3° LONG PIPE ANCHOR A -3, R -1 SCALE: 1 " •1'-0` 1' FOAMGLASS INSULATION 360' WRAP W4 1/16° - GAP OW) WT2x6.5 GUIDE LUG LENGTH =0.9 x PIPE ELEVATION 1" FIBERGLASS INSULATION HDPE INSERT 3" WIDE x 12" LONG x 1" THICK (ON BOTTOM CENTERLINE) SUPPORT STEEL 6 1/16" GRINNELL FIG. 167 INSULATION PROTECTION SHIELD (2 REQ D) 3/16 END VIEW PIPE GUIDE G -3 SCALE: 1`=1'-.0" 1' FIBERGLASS INSULATION to *PROVED NOTES' ELEVATION HDPE INSERT 3" WIDE x 12" LONG x 1" THICK SUPPORT STEEL 1. SEE PIPING PLAN 2- YD -M608 THROUGH 2. FOR PIPE SIZES 2 1/2' THRU 16" 047E SYR IEVL90N WALKWAYS FRAME (TS 3x6) NOTE: 1. SEE DRAWING 2 -YD -04611 FOR LOCATION 2. SPACE UPRIGHTS TO ALIGN WITH TS 3x6 WALKWAY FRAME MEMBERS. PIPE SUPPORT ST -11 SCALE: 1 " =1' -0" 1' 9' -1D" A 1/4" GAP (TYP) 1/2" PLATE A ° dd A 1 1/2" 2 1/2" STEEL SIZE PER SCHEDULE 3/4" 0 ANCHOR (TYP 4 PLCS) (SEE NOTE 3 BELOW) ELEVATION N: 1. OTE SEE PIPING PLAN 2- YD -M608 THRU M619 FOR LOCATIONS. 2. FOR PIPE SIZES 1' THRU 14" 3. PROVIDE AND INSTALL A HILT! KWIK -BOLT II EXPANSION ANCHOR BOLT OF SPECIFIED DIAMETER AND WI111 4" MIN. EMBEDMENT (OR APPROVED ALTERNATE) AT EACH ANCHOR BOLT LOCATION NOTED ABOVE. 4. PROVIDE AND INSTALL AN ASTM A307 5/80x1 1/2 "L BOLT W /NUT, FLAT WASHER AND LOCKING WASHER AT EACH LOCATION INDICATED ABOVE. FIELD LOCATE 3/4 "0 HOLES IN WIDE FLANGE USING SUPPORT AS A TEMPLATE. ELEV. 120' -B" PIPE SUPPORT ST -9 SCALE: 1 1/2 " •1' -0" L3x3x1/4 GAP U -BOLT GRINNELL FIG 137 W /DOUBLE NUT PIPE IS INSULATED. USE PROTECTION SADDLES. ST -13 3/16 THRU BOLTS TYP it 1/4 PARAPET WALL SCALE 1 1/2 " =1' -0" M619 FOR LOCATIONS. 7/8 "0 HOLE FOR 3/4" ANCHOR BOLT (TYP 2 PLACES) 11 1/2" -W4x13 PLAN NOTE: 1. SEE DRAWING 2 -YD -04603 FOR LOCATION. 2. PROVIDE AND INSTALL A HIL71 KWIK -BOLT 11 EXPANSION ANCHOR BOLT OF SPECIFIED DIAMETER AND WITH 4" MINIMUM EMBEDMENT (OR APPROVED ALTERNATE) AT EACH ANCHOR BOLT LOCATION NOTED ABOVE. PIPE SUPPORT ST -10 SCALE: 1"=1'-0" 1/4 V 1 W4x13 TIE BTWN -/. ST- 18W5' -15' 3/16 7/8'0 HOLE FOR 3/4" 0NCH, BOLT (2 PLCS) `1 1/2" 4 1/4 "- SECTION A -A SUPPORT UTIUDOR WIDTH "D" STEEL SIZE "b" ST-90 6' -0" W4x13 5' -10 1/2" ST -9b 6' -8" W4x13 6' -6 1/2" ST -9c 10' -0" W8x13 9 " -10 1/2" 3" (TYP) 3/8" PLATE 16 3/16 3/8' PLATE STEEL SUPPORT 1/4 V END VIEW 1 "x3" INS. BAND SLOT 0 3/8" PLATE WT2x6.5 STOP LUG AT WEST END OF SHOE W4x13 BRACE 8TO12"LONG NOTE SEE DRAWINGS 2- YD -M611 ST -1B I . 0� CWED FOR OMPLIANCE Amo VFf FEB 1 F 2U11 1/4 V FOR LOCATIONS. ELEVATION 3/16 LOOKING NORTH AT 5' POSITION PIPE LINE STOP LS -01 SCALE: 1 1/2"= 1' -0" E EVE JAN 242011 u CityofTukwila PIPE SUPPORT ST -14 BUILDING I)IvIgI(lpJ SCALE 1/2 " =1' -D" DRAWING OF RECORD 4972179 HGI/IAI 1.08.01 2 -YD-(A -Ipe uppo e ions an• se ai s PrnvirdArt to RIiitr1Ars FYrhannA of WA Inr. For usaoe Conditions Aareement see www.bxwa.com - Always Verify Scale 0;LArazemici ACCEPTABILITY I115 OESICN 000/000 APPROVED BY DEPT. DATE S FRANKLIN CRESZEDARDE11 L JOHNSTON . 12.2.97 1.26.98 12.9.97 SUBTITLE I 5' PIPE SUPPORT SECTIONS AND DETAILS L4x4x3/8 U -BOLT PER G -6 3/4'0 HOLE FOR 5/8" EXPANSION ANCHOR BOLT, 2 PLCS LJ Jz 6 "A1000 3/16 12 "(MAX) NOTE 1. SET HEIGHT OF SUPPORT ARM TO Sufi FIELD CONDIDONS. MINIMUM DIMENSION SHOWN IS 0' MAXIMUM IS 9 ". ST -12 SCALE: 1 1/2 " =1'-O" FOR REFERENCE ONLY BY: Ha/CENT • DATE: 09.15.10 APPACNED LJC APPROVED FOIL 2.16.98 2.16.98 2.16.98 MECHANICAL MASTER PLANT 2 YARD PLANT 2 M551 JOB 000 NO. 972198 2- YD -M551 COMP N0. GALV. COUPUNGS & TIE RODS. SEE JOINT RESTRAINT NOTES THIS SHEET 2 TURNBUCKLES THREAD 6" '- UNDISTURBED SOIL S CONCRETE TYPE 'A' BLOCKING FOR 1 1/4', 22 /2, 30' VERTICAL BENDS SIZES PR(P51) (( B 11 1/4' BEND D S 0 L z 4" & 6" o m.- 1 2 Ni DEPTH OF ROOS IN CONC. (ET.) � PRES ZEES) lF CU DNC. OF CI Tn= d6 7 we 280 2 Q °0 ao oce 4" 300 11 1/4' 8 2.0 5/8 1.5 6" 250 221/7 11 2.2 5/8 2.0 8° 250 30' 17 2.6 5/8 2.0 6" 300 111/4' 11 2.2 5/8 2.0 221/2 25 2.9 5/8 2.0 30' 41 3.5 5/8 2.0 8' 300 11 1/4' 16 2.5 5/8 2.0 221/7 47 3.6 5/8 2.0 30 70 4.1 3/4 2.5 12' 250 111/4' 32 3.2 5/8 2.0 221/7 88 4.5 7/8 3.0 30' 132 5.1 7/8 3.0 4 TURNBUCKLES THREAD 6" S "-- UNDISTURBED SOIL CONCRETE TYPE 8' BLOCKING FOR 45' VERTICAL BENDS SIZES PR(P51) (( B 11 1/4' BEND D 0 0 L TEES & PLUGS 4" & 6" o m.- 1 2 Ni DEPTH OF RODS IN CONC. (FT.) N� N PRE < JY OF C ;ONC OF U E. 7 we 280 2 cur 4" 300 45' 30 3.1 5/8" 2.0 6" 250 45 68 4.1 5/8' 2.0 8° 250 45' 123 5.0 5/8" 2.0 12" 250 45' 232 6.1 3/4 2.5 HORIZONTAL FITTING (PER PLANS) WATER LINE (PER PLANS) BEARING AREA REQUIRED FOR THRUST BLOCKING. SEE TABLE 2 FOR BLOCKING BEARING AREA (SO. FT.) 6" MIN. SPECIFIED BEDDING UNDISTURBED SOIL FORM SIDE OF THRUST BLOCK TYPICAL THRUST BLOCK AT HORIZONTAL FITTINGS NOT TO SCALE FORM THRUST BLOCK TO CENTERLINE OF FITTING HORIZONTAL FITTING (PER PLANS) WATER UNE (SIZE PER PLANS) UNDISTURBED SOIL LEAVE ADEQUATE SPACE FOR REMOVAL OF BOLTS, FITTINGS, ETC. FORM SIDES OF THRUST BLOCK CONC. THRUST BLOCK SEE APPLICABLE "TABLE 2 OF THRUST BLOCK BEARING AREAS" TYPICAL BLOCKING FOR HORIZONTAL FITTINGS OR VERTICAL UP BENDS NOT TO SCALE BLOCKING FOR VERTICAL BEND. SEE TABLES FOR TYPE "A" OR TYPE "B" BLOCKING THIS SHEET DEPENDING ON "ANGLE' OF TEE. 2- 3/4'0 TIE ROD LOOPS (ONE SHOWN) W/ TURN BUC INSTALI. BLOCKING FOR VERTICAL BEND PRIOR TO THE PLACEMENT OF THE HORIZONTAL THRUST BLOCK "ANC HORIZONTAL THRUST BLOCK HORIXONTAL THRUST BLOCK TO VERTICAL THRUST BLOCK CONCRETE POUR UNE UNDISTURBED SOIL TYPICAL THRUST BLOCK AT ANGLED TEE NOT TO SCALE TABLE 2 SIZES PR(P51) (( REQUIRED THRUST BLOCK BEAR NG AREAS (SQ. FT) FOR WATER FITTINGS 0 280 PSI 11 1/4' BEND D 22 NO BE 45' BEND 90' BEND TEES & PLUGS 4" & 6" 280 1 2 3 6 4 8" 260 2 3 6 10 7 10" 280 2 4 8 16 11 12" 280 3 6 12 22 16 BEARING AREA REQUIRED FOR HORIZONTAL TEE THRUST BLOCK. SEE TABLE 2 FOR BLOCK BEARING AREA (S0. FT.) SEE TYPICAL BLOCKING FOR TRIM MON DUCTILE IRON HORIZONTAL FITTING DETAIL BEND WITH U.S. PIPE FIELD LDK GASKET 44*#% 4er e• MON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET (CONTINUES) HORIZONTAL BEND JOINT RESTRAINT DETAIL NOT TO SCALE MECHANICAL JOINT VALVE WITH 1100 MEGALUG FOLLOWER GLANDS BOTH SIDES MJ PLUG OR D.I. PIPING MON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET (CONTINUES) HORIZONTAL VALVE JOENT RESTRAINT DETAIL NOT TO SCALE SEE TYPICAL BLOCKING FOR HORIZONTAL FITTING MECHANICAL PIPE AND PLUG MON JOINT PIPE W/ U.S. PIPE FIELD LOK GASKET (CONTINUES) HORIZONTAL DEADEND JOINT RESTRAINT DETAIL NOT TO SCALE TABLE 3 MAXIMUM DEFLECTION FULL LENGTH MECHANICAL JOINT PIPE SIZE OF PIPE DEFLECTION ANGLE MAXIMUM DEFLECTION APPROX RADIUS OF CURVE PRODUCED BY SUCCESSION OF JOINTS (18 -FT LENGTH) (20 -FT LENGTH) (18 -FT LENGTH) (20-FT LENGTH) 4' 4' -09" 15.5" 17.5" 250' 280' 6" 3' -33" 13.5" 15" 290' 320' 8" 2' -40" 10" 11" 390' 440' 10° 2' -40' 10" 11' 390' 440' 12" 2' -40" 10° 11" 390' 440' 2' (MIN) 2' (MIN) TYTON JOINT PIPE 61111 U.S. PIPE FIELD LOK GASKET (CONTINUES) MECHANICAL TEE WITH 1100 MEGALUG FOLLOWER GLANDS AT ALL JOINTS OR TRIM MON TEE WITH U.S. PIPE FIELD LOK GASKET AT ALL JOINTS. SEE TYPICAL BLOCKING FOR HORIZONTAL FITTING DETAIL 3 MON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET (CONTINUES) HORIZONTAL TEE JOINT RESTRAINT DETAIL NOT TO SCALE MECHANICAL REDUCER OR SOUD SLEEVE WITH 1100 MEGALUG FOLLOWER GLAND BOTH SIDES MON JOINT PIPE WITH -' U.S. PIPE FIELD LOK GASKET (CONTINUES) HORIZONTAL REDUCER OR SOLID SLEEVE JOINT RESTRAINT DETAIL NOT TO SCALE MON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET (CONTINUES) TRIM TYTON DU BENDS WITH U. LOK GASKET LEGEND GENERAL NOTES JOINT RESTRAINT NOTES 1. ALL MECHANICAL JOINT RESTRAINT DEVICES SHALL BE SERIES 1100 MEGALUG FOLLOWER GLAND RESTRAINT MECHANISM MANUFACTURED BY EBM IRON SALES INC. EACH SERIES 1100 MEGALUG SHALL BE LISTED AND STAMPED BY UNDERWRITERS LABORATORIES, INC., CATEGORY HJKF "FITTING RETAINER TYPE' WITH A DEFLECTION ANGLE OF FIVE DEG. (3" THROUGH 12"). EACH SERIES 1100 MEGALUG SHALL BE APPROVED & STAMPED BY FACTORY MUTUAL (3' THROUGH 12 "). 2. ALL CLASS 52 MON JOINT PIPE SHALL HAVE A U.S. PIPE FIELD LOK GASKET AT EACH BELL. 3. ALL TRIM TYTON DUCTILE IRON FITTINGS SHALL HAVE U.S. PIPE FIELD LOK GASKET AT ALL BELLS. 4. FOR VALVES, JOINT RESTRAINT SHALL BE SAME AS A DEADEND. REFERENCE DRAWINGS REVIEWED F I E STRUCTON NOTES CODE CMAPLIANC i .1 1 Z. A CJ i I TILE PEF D IRON T ity of Tukwila PI BUDDING nnnginnt MON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET (CONTINUES) SEE TYPICAL DETAIL FOR TYPE "A' AND 'B" BLOCKING FOR VERTICAL BENDS SEE TYPICAL BLOCKING FOR HORIZONTAL FITTINGS OR VERTICAL UP BENDS VERTICAL DOWN BEND AND OFFSET NOT TO SCALE BY DVE DRAWIG OF RECORD Jj 72179 1.08.01 2- YD- �A553_Standard Details - Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale gifiriTEFAr AM • ACCEPTABILITY DRS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE T. MUM S.FRRANKLIN 0. DORMER 12.15.97 0128.98 2.16.98 SOMME RECEIVED JAN 2 4 2011 MIER FOR REFERENCE ONLY BY: HGI /CEM DATE: D9.15.10 STANDARD DETAILS EEN APPROVED RAIL LJC APPROVED 2.16.98 2.16.98 2.16.98 OE MECHANICAL MASTER PLANT 2 YARD PLANT 2 M553 JOG N0. DAC NO. 972198 2- YD -M553 10C EL 13.1 (.13' -1 3/16') c. TOC '71 EL 3.9 (3.-10 3/4') "to, 0 0 ; 11. TOS TOS I * • 2-85 GRADE BEAM EL 8.15 L 3"x3"x3/8' ST-9c ST-10 I ; * SEE DWG 2-85-M455 FOR I * PIPE SPACING (1YPICAL) SECTION SCALE 3/8"=1-0' P P C5 16.-2 3/16" M603 6'4" EL 13.4 EL 3.9 (REF) (REF) r- P I r--6' 6. r••—•••-• • (REF) 97 SR (TYP 2) ! . ; r.1 90 SR (TYP 2)- z 0 z e+- ' 80110M TIER AT 2-85 BLDG V- CO 11603 6.-8' C) PARTIAL PLAN DETAIL (-1- SCALE: 3/8".1.-0' M84,M13_41A603 14"CliNS FOR TRAP DEM. SEE DWG 2-85-41451 EL 9.4 INSIDE CUB OUTSIDE CUB 2-85 GRADE BEAM 8 '0 1.-7' 1'-7" 15' map ri:Ms15 El. 11.9 USE GUIDE G-6 ON USE SUPPORT S-6 ON MPS LINE THIS LOCATION ONLY 11,../41; iliorryivaito. Ai -A6/2___„; ____...421.W MPS UNE THISI, it LOCATION ONLY 1111110011°111111=41VOrAd -411■ li NOTCH 1 INSULATION TYP 2) 4wo ST-10 8" CTWR & CTWS 10" CIWR & CIWS SOME PIPING HAS BEEN OMITTED ELEVATION SCALE: 3/8"=1.-0` 0 CZ I ST-10 _L IN THIS ELEVATION FOR CLARITY. M603 16.-2 3/16' (REF) i 1._7.; -9' I...4y -2T10 I .4- tr3 6"-e* El.. 13.1 6"-MPS Bx6 RED TEE 6x3 CON RED 100 (REF) . 1 . , 1 • S-6' I 1I-67 j (REF)1 ; . — 90' SR (TYP 2) --6-A300 0 , —4- • I-- 4'-PC —1 h -1— 1 45 ELL 2'-; UPPER TIER AT 2-85 BLDG O PARTIAL PLAN DETAIL 2 scu. 3/8"=C-0` 1,184,M1341/...,1603 M603 LEGEND GENERAL NOTES 1. FOR MECHANICAL PIPING GENERAL NOTES, SEE DRAWINGS 2-YO-112o AND 2-YD-M2b. 2. FOR MECHANICAL LEGEND AND SYMBOLS, SEE DRAWING 2-YD-MO. 3. CONTRACTOR MAY ADD FLANGES PER PIPING SPECIFICATIONS AS READ TO FACILITATE INSTALLATION. REFERENCE DRAWINGS 2-YD-M84 2-YD-M134 2-YD-M3o 2-YD-M3b 2-YD-M4a 2-YD-M5a 2-YD-1,47o HVAC PIPING PLUMBING 100 PSI COMPRESSED AIR PIPING MAG. HIGH PRESS. CO/AP. AIR PIPING DAG. CHILLED WATER PIPING MAG. STEAM & COND. PIPING MG. COOLING TOWER WATER PIPING DIAG. CONSTRUCTION NOTES CONSTRUCTION NOTES INSTALL NEW 6.PC & 4"CW TO NEW 02-127 BLDG. REVIEWED FOR CODE COMPLIANCE antronwn RPTSION 61 CAN ta. DRAWING OF RECORD J1982179 HCA/tAl 1.08.01 01 IFC - PACKAGE I. BLDG 02-127 45136456-02 1461/CBI 03.04.09 2010 CODE REVIEW & RE-ISSUE FOR FC 4586456-02 FIGI/CEN 09.15.10 2-YD. Prnvi Pfl tn RI iilriPrg FynhannA nf WA Inc For usaae Conditions Aareement see www.bxwa.com -Always Verify Scale 01.Am:7E-sw1p. ACCEPTABILITY 1165 DES1GN 0241013) SPECIDc471011 6 9.15.98 2.8.99 9.14.913 2.08.99 2.08.99 51.61111LE M602 FEB i City of Tukwila BUILDING niminim SITE UTILITIES UTILIDOR SECTIONS AND DETAILS ECE1VED JAN 24 2011 CENTER '-- 5 — 9i ..1 I RE-ISSUED FOR CONSTRUCTION Harris Group Inc. REVISION "Ar ONLY ROC/C2A1 060 W 09.15.10 12395.00 061:61 CE14 DOW 561 09 15 10 ORCOL 11101 cumula 4586456-02 OCCKElk PK! 5'1' A2 MECHANICAL MASTER PLANT 2 YARD M603 JOB 982179 2-YD-603 COO WO. 9 • • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 10, 2011 Erin Eaton Shinn Mechanical 18802 80 Av S Kent, WA 98032 RE: Correction Letter #1 Plumbing/Gas Piping Permit Application Number PG11 -016 Boeing #2 -127 — 8123 East Marginal Wy S Dear Ms. Eaton, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Department has no corrections. Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 4>%/&— Bill Rambo Permit Technician encl File: PG11 -016 W:1Permit Center\Correction Letters\2011\PG11 -016 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 3, 2011 PROJECT: Boeing Bldg 02 -127 PERMIT NO: PG11 -016 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) On sheet M135 please verify, if there is an existing Reduced Pressure Principle Assembly (RPPA) for premise isolation downstream of existing 3" City WM or one is being proposed as part of the Bldg 02 -127 building permit D10 -265. If there are no provisions for premise isolation the applicant shall apply for Public Works construction permit to install the required RPPA. 2) On sheet M134R Construction Note #3 refers to drawing M616R, however this drawing was missing m your plan submittal. 3) On sheet M451 provide explanation of B2 activity in Construction Notes. 4) On sheets M454, M520 and M523 provide explanation of A2 activity in Construction Notes. 5) On sheet M455 provide explanation of C2 activity in Construction Notes. 6) On sheet M450 callout points to 6" backflow preventer. Please specify backflow manufacturer /model number and submit cut sheet for the proposed backflow. On the cut sheet please circle backflow to be installed. Add this backflow to the Equipment Schedules on sheet M2A or M2B. W:Other /Joanna /PG 1 I -016 • 1 PE T COrt PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG11 -016 DATE: 03 -22 -11 PROJECT NAME: BOEING #2 -127 SITE ADDRESS: 8123 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTTMQENT : 1I ui ding Division PubicsJ 3' 4l Fire Prevention Structural n Planning Division n Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-24-11 Complete Incomplete n Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required U REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 04 -21 -11 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 *PENT NPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG11 -016 DATE: 02 -14 -11 PROJECT NAME: BOEING #2 =127 SITE ADDRESS: 8123 EAST MARGINAL WY S Original Plan Submittal Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -15-11 Complete Incomplete Not Applicable Comments: 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 Eps Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -15-11 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PENT V PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG11 -016 DATE: 01 -24 -11 PROJECT NAME: BOEING #2 -127 SITE ADDRESS: 8123 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: DL L -�( Buildin Nisi Public orks Fire Prevention Structural Planning Division Permit Coordinator n • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01-25-11 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 ® Structural Review Required n No further Review Required El REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 02-22-11 Approved with Conditions n Not Approved (attach comments) y4 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 2--1,0"-- (( ��/�� Departments issued corrections: Bldg El Fire ❑ Ping El PW' Staff Initials: " "�� Documents /routing slip.doc 2 -28 -02 PROJECT NAME: SITE ADDRESS: e i L `,,,r ( " I S ORIGINAL ISSUE DATE: ).-..((p,. [ r 4 c)- -L27 PERMIT NO: • -w c 1— ma REVISION LOG REVISION NO. DATE RECEIVED STAFF INITI S ISSUED DATE STAFF INITIALS Summary of Revision: r 6 ck edow &Puke •S: bJc ie - Received by: t 014'7Ztm REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 201 / Plan Check/Permit Number: (` 61(Q ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # l after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 02-(27 aSDir 812 s I9g5ir YVrR-06/4/4c /,ai — -t��rc✓�- Contact Person: Or-V ) :1 Th Phone Number: ` "631/ Summary of Revision: Q(.)IAit ( tvt,LssulAx.9 4-44:;) rivo fir, 7 c 61:7 (8&d?c,J Ague 1 ,) ))4,v/-e, RECEIVED cnv OF TUKWILA MAR 22 2011 PERMIT CENTER g%a -6P Sheet Number(s): D trY/ "Cloud" or highlight all areas revision including date o revisi n c Received at the City of Tukwila Permit Center by: N-- Entered in Permits Plus on H:Wpplications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Subminal.doc Created: 8-13-2004 Revised: 7 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: p4(1 ❑ Response to Incomplete Letter # EfResponse to Correction Letter # -_i-- ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: BCE (0(-, 0Z- I Z?) Project Address: R /Z3 QCs V1/ z'-,I ki+C_ uSuJ) Contact Person: .&) 9i/q1DNS Phone Number: 26& - 960 Z - d31 Summary of Revision: Plan Check/Permit Number: T t 1 1 ` 01 OF IUKWUA FFB 14 2Oi l ♦ ty4.01• Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: Ig— Entered in Permits Plus on H: ApplicationsTonns- Applications On Line \2010 Applications \7 -2010 - Revision Subminal.doc Created: 8 -13 -2004 Revised: 7 -2010 Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lii1 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company SHINN MECHANICAL INC 4252039800 18802 80 Th Ave South Kent WA 98032 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 601585839 Active SHINNMI060QP Construction Contractor 11/17/1994 11/19/2011 General Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status AYATCCL905C3 AYAT CONSTRUCTION LLC Construction Contractor General Unused 2/23/2010 2/23/2012 Active JEMCOI'984CF JEM CONTRACTORS INC Construction Contractor General Unused 2/6/2002 2/11/2012 Active Business Owner Information Name Role Effective Date Expiration Date SHINN, MIKE D 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 6 CAORTFORD CAS INS 52BSBDN1736 11/17/2005 Until Cancelled $12,000.0011 /03/2005 5 UNITED STATES FIRE INS CO 6102406953 11/17/2003 Until Cancelled 11/28/2005 $12,000.0011/13 /2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 Continental Western Ins Co CWP2913785 11/21/2010 11/21/2011 $1,000,000.00 11/19/2010 2 PHOENIX INS CO DTC08070M469PHX09 11/21/2009 11/21/2010 $1,000,000.00 11/17/2009 1 ALASKA NATIONAL INS CO 08KL531184 11/21/2008 11/21/2009 $1,000,000.00 12/01/2008 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 09 -2- 32209 -1SEA PARAMOUNT SUPPLY CO InterPlead: No KING Date: 09/02/2009 Amount: 55,934.00 Bond(s): 52BSBDN1736 Date: Amount: 50.00 Dismissed Date: Amount: Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 02/16/2011 J r . F,. U�,,;,� .m,,lrr:— :'i:+�.¢+�..r. rn Department of Licensing Office of the Secretary of State Master License Service Corporations Division LEGAL ENTITY REGISTRATION SHINN MECHANICAL, INC. 1601 FIFTH AVE STE 2500 SEATTLE WA 98101 Domestic Profit Corporation Renewed by Authority of Secretary of State By accepting this document the licensee certifies that information provided on the renewal was complete, true, and accurate to the best of his or her knowledge, and that the company will stay in compliance with all applicable Washington State regulations. Unified Business ID #: 601 585 839 Business ID #: 1 Expires: 11 -30 -2011 alleg a Zuz-e. Director, D partment of Licensing x UBI NO. 601 585 839 1 EXPIRATION 11 -30 -2011 SHINN MECHANICAL, INC. 1601 FIFTH AVE STE 2500 SEATTLE WA 98101 Please tear off this section and keep it with your records. Note: This is not a Washington business license. The expiration date indicates when you will need to renew your corporation, limited liability company or Massachusetts trust in Washington State. You may renew again at dol.wa.gov after May 1, 2011. Use the new password: Y4S8 5657. For security purposes the password changes each year after you renew. Please read the information printed on the back side of this document. For business license information go to dol.wa.gov or 360-664 -1400. SHINN MECHANICAL, INC. 13301 SE 26TH ST BELLEVUE WA 98005 -4204 DETACH BEFORE POST iNG 000633 STATE OF WASHINGTON - - ' ��WR` I.''•' aYnti: �" da' A' t�# 1Ci< �! h: t, �vT�:* ��.'/ �h, �" �3�7K.!' �riKe' :��+1'ti';<351dw4.9•�XcC+t,�;:. MASTER LICENSE SERVICE PO Box 9034 • Olympia, WA 98507 -9034 • (380) 664 -1400 REGISTRATIONS AND LICENSES Domestic Profit Corporation SHINN MECHANICAL, INC. 13301 SE 26TH ST BELLEVUE WA 98005 4204 TAX REGISTRATION INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE The licensee named above has been issued the business registrations or licenses Ilsted; By ac oeptfng this document the .itconsee caries the information provided On the application ler these Ilcensps was cor plate true, and acourate t•ttfe besf of his or her k wedge and t #bi t th swill be.cohdticted in ctinaptian'ce wish all appi)a b e Washin On b,tcounty, and city ragulatiops. Unified Business ID #: 601 585 839 Business ID #: 1 Location: 1 -V r : vie=_ urn e sr i CERTIFICATE OF COVERAGE WASHI NGTON INDUSTRIAL INSURANCE STATE FUND DEPARTMENT OF LABOR AND INDUSTRIES PO BOX 44144 Olympia WA 98504.4144 Toll•tree: 1. 800. 547.8367 EMPLOYER: This is your official certificate of industrial insurance coverage. You are required by law to post both this certificate and copies of the posters listed below. You will soon be receiving 1 copy of each. If you require additional copies, call Labor and Industries at 1- 800.547 -8367. • Job Safety and Health Protection (available in Spanish) • Your Rights as a Worker • Family Care/Maternity • Notice to Employees WORKER: The employer named below is an insured policyholder with the Washington State Industrial Insurance Trust Fund. UBI* Location Policy Effective Date Employer Your Unified Business Identifier is the only number you need when conducting business with the Washington state departments of Revenue, Licensing, Employment Security, Labor and Industries and the Office of the Secretary of State. F211 -141 - 000(9/93) F625- 052.000 (8/97) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONTR GENERAL REGIST. # EXP. DATE CCO1 SHINNMI060QP 11/19/2011 EFFECTIVE DATE 11/17/1994 SHINN MECHANICAL INC 18802 80 TH AVE SOUTH KENT WA 98032