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Permit PG10-011 - RAISBECK AVIATION HIGH SCHOOL
RAISBECK AVIATION HIGH SCHOOL 9229 EAST MARGINAL wys PG1O-01 1 City of Tukwila 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.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT Parcel No.: 5729800020 Address: 9229 EAST MARGINAL WY S TUKW Project Name: RAISBECK AVIATION HIGH SCHOOL Permit Number: Issue Date: Permit Expires On: PG10 -011 09/13/2011 03/11/2012 Owner: Name: Address: Contact Person: Name: Address: Email: MUSEUM OF FLIGHT FOUNDATION 9404 EAST MARGINAL WAY S , SEATTLE WA 98108 CAROLINE LEMAY - BASSETTI ARCHITECTS 71 COLUMBIA ST SUITE 500 , SEATTLE WA 98104 Contractor: Name: HAWK MECHANICAL CONTRS INC Address: PO BOX 547 , MONROE WA 98272 Contractor License No: HAWKMCI044PD Phone: 206 - 340 -9500 Phone: 360 794 -8783 Expiration Date: 10/09/2012 DESCRIPTION OF WORK: NEW CONSTRUCTION OF A 86000 SQ FT, 3 STORY HIGH SCHOOL AND MECHANICAL PENTHOUSE WITH 177 PARKING SPACES Value of Plumbing /Gas Piping: $541,469.00 Fees Collected: $3,046.31 Electrical Service Provided by: SEATTLE CITY LIGHT Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie Uniform Plumbing Code Edition: International Fuel Gas Code Edition: 2009 2009 Date: xamin-d this permit and know the same to be true and correct. All provisions of law and ordinances with, hether specified herein or not. The granting of this permit does not pres construction or the performance of work. on the back of this permit. Signature: e to give authority to violate or cancel the provisions of any other state or local laws regulating am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions Date: I- /3-( Print Name: t (1 d ,S K 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 PG10 -011 Printed: 09 -13 -2011 0 PERMIT CONDITIONS Permit No. PG 10 -011 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 DEPARTMENT CON MTIONS * ** 14: Contractor shall coordinate with the Public Works Project Inspector Mr. Dave Stuckle at (206)433 -0179; to ensure proper connection of grease waste line, to the new grease interceptor. doc: UPC -4/10 PG10 -011 Printed: 09 -13 -2011 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn: /,Anv ci.tttkwila.iia.us • Building Permit No b10 03 Mechanical Permit No('� 0-- (l� Plumbing /Gas Permit No � I1) — 0 I, Public Works PermitNo Project.No. (For office use only) 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 Address: 9229 East Marginal Way S., Tukwila, WA 98108 King Co Assessor's Tax No.: 542260002002 Suite Number: Floor: New Tenant: m Yes Tenant Name: RaisbeckAviation High School, Highline School District Property Owners Name: Highline School District Mailing Address: 17810 8th - Avenue S. Burien WA City State ❑..No 98148 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued , Name: Caroline Lemay for Bassetti Architects Mailing Address: 71 Columbia Street, Suite 500 Day Telephone: (206) 340 -9500 Seattle WA 98104 E -Mail Address: clemay @bassettiarch.com City State Fax Number: (206) 340 -9519 Zip GENERAL CONTRACTORINFORMATION (Contractor Information for. Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: Bassetti Architects Mailing Address: 71 Columbia Street, Suite 500 Seattle WA 98104 Contact Person: Caroline Lemay E -Mail Address: clemay @bassettiarch.com City State Day Telephone: (206) 340 -9500 Fax Number: (206) 340 -9519 Zip ENGINEER OF RECORD — Alt plans must be wet stamped by Engineer of Record Company Name: KPFF (civil engineer) Mailing Address: 1601 Fifth Avenue, Suite 1600 Seattle WA 98101 Contact Person: Matt Emmett E -Mail Address: matt.emmett @kpff.com 14:\Applications \Forms- Applications On Line\2009 Applications \I-2009 - Perm Application.doc Revised: 1 -2009 bh City State Zip Day Telephone: (206) 926 -0551 Fax Number: (206) 622 -8130 Page 1 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: NA Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ 0114'Vl Scope of Work (please provide detailed information): New construction of a +1- 86,000sf, 3 -story high school and mechanical penthouse with 177 parking spaces. Building Use (per Int'1 Building Code): High School Occupancy (per Int'l Building Code): E Utility Purveyor: Water: City of Tukwila Sewer: City of Tukwila Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture'T YP e:.q.,: Q t Y w''Fixture TyP e:'3 ; Q t "j . Fixture T yp e: ,` 'x:' Qty `Fixture T y e 4" » Qty Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 1 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain 2 Drinking fountain or water cooler (per head) 12 Food -waste grinder, commercial 0 Floor Drain 22 Shower, single head trap 1 Lavatory 1 Wash fountain 0 Receptor, indirect waste 18 Sinks 55 Urinals 8 Water Closet 19 Building sewer and each trailer park sewer Rain water system — per drain (inside building) 0 Water heater and/or vent 3 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 1 Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) 0 Grease interceptor for commercial kitchen ( >750 gallon capacity) 1 Repair or alteration of water piping and/or water treatment equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving 1 -5 inlets /outlets for a specific gas 0 Each additional medical. gas inlets/outlets greater than 5 0 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller 3 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter 1 Each lawn sprinkler system on any one meter including backflow protection devices 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) 3 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 0 Gas piping outlets 10 H:64pplications\Forms-Applications On- Linet2009 Applications\ 1 -2009 Permit Application. doc Revised: 1 -2009 bh Page 5 of 6 PERMIT APPLICATION NOTES.— Applicable to all permits in this application, .,.z Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform 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 OWN F.Pf Oil AUTHO»IZED AGENT: Signature: Date: Print Name: Caroline Lemay Day Telephone: (206) 340 -9500 Seattle Mailing Address: 71 Columbia Street, Suite 500 WA 98104 City State Zip Date Application Accepted: • �_�� Date Application Expires: -7'0)—q''-. Staff Initials: �/►,�% H:Wpplicalions\Forms- Applications On Line \2009 Applications \I -2009 - Permit Application dot Revised: 1 -2009 bh Page 6 of 6 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.TukwilaWA.gov Parcel No.: 5729800020 Address: 9229 EAST MARGINAL WY S TUKW Suite No: Applicant: RAISBECK AVIATION HIGH SCHOOL RECEIPT Permit Number: Status: Applied Date: Issue Date: PG10 -011 ISSUED 01/29/2010 09/13/2011 Receipt No.: Initials: User ID: R12 -02298 JEM 1165 Payment Amount: $51.19 Payment Date: 08/07/2012 10:19 AM Balance: $0.00 Payee: PORTER BROTHERS CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 01226G 51.19 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 PLUMBING - NONRES 000.322.103.00.00 Total: $51.19 10.24 40.95 doc: Receiot -06 Printed: 08 -07 -2012 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.TukwilaWA.gov RECEIPT ParcelNo.: 5729800020 Permit Number: PG10 -011 Address: 9229 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 01/29/2010 Applicant: RAISBECK AVIATION HIGH SCHOOL Issue Date: Receipt No.: R11 -02004 Payment Amount: $2,437.05 Initials: JEM Payment Date: 09/13/2011 01:50 PM User ID: 1165 Balance: $0.00 Payee: HAWK MECHANICAL CONTRACTORS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 067112 2,437.05 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES 000.322.103.00.00 PLUMBING - NONRES 000.322.103.00.00 Total: $2,437.05 164.85 2,272.20 doc: Receipt-06 Printed: 09 -13 -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.: 5422600020 Permit Number: PG 10 -011 Address: 9229 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 01/29/2010 Applicant: RAISBECK AVIATION HIGH SCHOOL Issue Date: Receipt No.: R10 -00153 Initials: User ID: Payee: WER 1655 Payment Amount: $609.26 Payment Date: 01/29/2010 02:30 PM Balance: $2,437.05 HIGHLINE SCHOOL DISTRICT TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 052202 ACCOUNT ITEM LIST: Description 609.26 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 609.26 Total: $609.26 doc: Receiot -06 Printed: 01 -29 -2010 INSPECTION RECORD -Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southeenter Blvd., #100, Tukwila. WA 98,188 (206) 431 -3670 :Permit Inspection Request Line (206) 431 -2451 Pb-10 -00 Project: . " - ¢ at t.{ .S • Type of Inspection: . PO F∎0 oLJ Address: n'7, ct E ifYi t 5 Date Called: 9 I a 1(3 ...c Special Instructions: Date Wanted: . l (7-111 / a.m. p.m� Requester: c� ZJOu Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: e(ifI3 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 ?6Io -o! 1 Project: PA1SncOle- AV1 r►() j Type of Inspection: 4-1.S. Fi ni ►=1L- Address- CI Zvi c. ASi (A1l4a61OIL Date Called: Special Instructions: ° P.Pr c/,. 5, Date Wanted: Q'7 — 30—' 1 tril; p.m. Requester: Phone No: -c-,,0(-7-Lt 7 —14540/ MApproved per applicable codes. OCorrections required prior to approval. COMMENTS: Date -30 -15 INSPECTION FEE R�QUIRED. Prior to next inspection, fee must be aid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. 1 1 h ,., 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. Pro'ect: R IS e,.0_4 H.S. Type of Inspection: - t -1 JAL- 1'111040.)W 6 A ress: -i 2 C1 c� Fl S° t 1 Ate► Date Called: 1 t (P fa S i oy r!c r '6c -iLF r " i) i.5 U c.r1-1 4 14 -+ '(''fin/ --- Special Instructions: Date nted: -Z.0- (1-S t a. ,.. P.m Requester: (V e c Cl d i i' 4 ( /-4-1 -044 - Li 07 bP-41 KJ )PJ Phone No: .2,n(,.7-ci Li 7 -ESL ■ r!(t „QttotaJ(i -?P(4 nt ► /0e (4'- ElApproved per applicable codes. ligiCorrections required prior to approval. COMMENTS: j s Imo✓ ' N s -I J- l N)v i\f1Lel s4- 1:9 2.) *IV& Clow & Le ,i)- kJ 6cP/-%L PAs i oy r!c r '6c -iLF r " i) i.5 U c.r1-1 4 14 -+ '(''fin/ a rJ F-1 e tri PA Phlc, — ton 14.61 - iJ( F i0d'/ t' rip to I14 plop S i N e- 'A C3/FT god iL h` beA i -1Ex r --rem n14 </ t�1� vo - WO N cr' tOeG , 4 (k i low 6) Atr vorn,ne, -.. N O -Nei Sim F 2) rd 1'10 ✓ M C'' () .Ioce--, Po tJP ✓y g (V e c Cl d i i' 4 ( /-4-1 -044 - Li 07 bP-41 KJ )PJ ■ r!(t „QttotaJ(i -?P(4 nt ► /0e (4'- 10 Iris eectb Dat I I EISPECTION FEE REQIdIRED. Prior to ne• t inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ..... -. ..a....E..,..-..,,�.�_... w..rx '` • • io INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 y, (206) 431-3670 Permit Inspection Request Line (206) 431-2451 ''' •• ' . 6.1 Project: AVIP11-101% -H.S. Type of Inspection: lk NAG 14 -_—Lki —2 IlutdbeSiki I, Address: 9 7.. G--- S_E_A__)___._._--- Date Called: Special Instructions: Date Wanted: (:). e-5_ I -- p.m. Requester: ').0•51/\) ' Phone No: c9.0G-'91-C7 -Li ----4:,.) in.Approved per applicable codes. OCorrections required prior to approval. COMMENTS: ) 6,enwS 01/46fie - Revt4 h -4/ A-Diveve42 -- .2_ 2 (bilk% - eN./ . ih2.44-10 r h, (-. ''.- rtnIP Qat b t.,"1-3 4e. 14 ;---1,N,J OP.% s • ii\A-c( ca . A ,1 f.--...1002. Ntj , irmtio4...., ‹, 'NJ AI RN-14114mA c try),c,-i S- 1-aPc‘/ t G/ Td ■----11,rnie \ Inspect Date:. 9 ..'" n IN PECTION FEE RE idiat 6300 Southcenter IRED. Prior to ext inspection. fee malt be lvd., Suite 100. Call to schedule reinspection. 01 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PC,I0-01 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V-4206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 1-kAIS3 Ege: \.)-1 1•7•)(), HS Type of Inspection: . ROUGH -_17/■4 . Address: 9z2.ck F As--;- to e■ Z GI kit4L-- Date Called: Special Instructions: Date Wanted: ' (a"riA Requester: Phone No: „?..04:.„—q Li 7 LJApproved per applicable codes. Corrections required prior to approval. COMMENTS: —/')/e/ pecio Date: / e............._./ _......) RElpISPECTION FEE R QUIRED. Prior next inspection, fee must be p9rd at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. V INSPECTION RECORD Retain a copy with permit INSPECTION / NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,N2_ (206) 431-3670 Permit Inspection Request Line (206) 431-2451 PC010—Of Project: k rNIS fleCK AO Ars or./ 145. Type of Inspection:, Rottc,k - 1 NI .11(,,,A bonic, Address: 9 Zact As-c-mIt.cts.JAL... Date Called: • _ okikl,,,-,( fic 11,44,c • Special Instructions: Date Wanted: --ZO- 13 G., z;61 Requester: Phone No: 1-1.5- 1-157 -0579 LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: ( .Ht-0 _ okikl,,,-,( fic 11,44,c • / - c le ."1-m.St_t l.,4T1 . . . , N . irkiettsn- EINOECTION FEE RE UIRED. Prior Jo next inspection. fee must be paleat- 6300 Southcenter lvd.. Suite 00. Cali to schedule reinspection. Date: 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) 431j2451 Project:. i Ty of 1 ection: Address: 5.'7?c mADGt w'rl1 Date Called: Spec al Instructions: Date Wanted: Requester: Phone No: ElApproved per applicable codes. 11 Corrections required prior to approval. COMMENTS: h�l p ) , rD C14-S -- PrPTN)! — Pvc -SSs. r .` i� -.—t—' Sr 1A,* - (7..b-oaf /1✓a\.( Datg: r (r y r EINSPECTION FEE RE UIRED. Prior fo next inspection. fee must be rid at 6300 Southcenter Blvd.. Suite :i l/0. 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 P610 -Of( Proo ect: ir. \ s �Dc A� ;� yp of Inspection: t—/ l) (1,, .� --11.f 0 ,13 Address: J� % . t l l.,1 1 -E, A Y 67 -' Afrti Date Called: Y _ Special Instructions: _. Date Wanted; // a.m. —1-1 —t- �p Requester: Phone No: 4,-z -451 -6571 s Approved per applicable codes. Corrections required prior to approval. COMMENTS: © . ) k. l b;rrc� Z. due, in - 'Ai OAPIf-1r° ~r0. M., 0 VA S, :p vt \ It \A„. , , -,. Insp or: Date: Z -7 -I . n I4SPECTION FEE RE4UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ■ 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 F610-01 I Project: iZn;S b tuk 1 -1.�j� Type of Inspection: 1d■1i ,; •,/ Address: C-1 Z.2�'1 '1A1(,.-7,, +rvl A PGtw+lt Date Called: --- Special Instructions: Date Wanted:. y — lo -- IS a,.m- p Requester: :1,•=cr Phone No:— aApproved per applicable codes. Corrections required prior to approval. COMMENTS: {e i- are( •V.Zu14, vk' - AA °� In3pYd A.vw�. Date: cv. f c4 2 - ? _ R,INSPECTION FE REQUIRE f. Prior to next inspection, fee must be paid at 6300 Southdienter Blvd. 100. Call to schedule reinspection. c) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1= (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 pGio- d►i Pro \e \: S\ < ' ` co V 2.01_ �lao : Typ z. rt.19Qction:. / /� Q- +\nit. 0 Address: e' r tiikid Date Called: Special Instructions: r.r. Date Wanted:. a.m. Requester: t"c Phone No: .1- \"2- 5 '45-) - 05-7c 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p, n i' , ,yl , co V 2.01_ �lao : J /� Q- +\nit. 0 t . r.r. 1_ Inspect r/ Date: n RFINSPECTION FEE RE9UIRED. Prier 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. (tat 1. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)431. -3670 Permit Inspection Request Line (206) 431 -2451 R t Project: a A 1S C-, F'.0 tL 1-1 . c_,. Type of Inspection: D. C AA G,14 1 ti\i Address: CI* 22ct c. INAA2 hiAL.t,JI\C! Date Called: S : Special Instructions: Date Wanted:. 1 -75 tom, 0:511,---: p:m. Requester: - Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: A 1 c d W I,i — utJ E R A161 -)--- ,U -41)4 iA r Date: : _ SPECTION FEE REQUIR D. Prior tot? ext inspection; fee must be 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 I- P6(0 -Of t Po d )S ¢ e ...--7 � Ail,' ate( , oA/ Ty� Inspection: c.. v G 4� &S. Address: ` / / Date Called: Special Instructions: Date Wanted:( / a.m. Requester: �.--. 14.4eTs. _45- ,7 _,s_,? 7 EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: (-7 0-1--e--A A t 11 R Inspe c,or: 0 " IL Date: n 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 FD _011. Project: ( ( R P J <( '�C.k ke44 A Typ of Inspection: f3 U%R .•t-- 1'u Addrs p Ir a ,i/ ( C�J A rV Date Called: Special Instructions: ) Date Wanted:. em: 3 �_;,J .m; Requester: Phone No: 4 ri —OS n ❑ Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: t o 4*. N3JU p�c 1 J `)W Inspector: te Date: 3--tf 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. I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj ct: . _, b�G� ;4u. ���' Type of Inspection: ,2�c i1 Add��rssess: r/ Date Called: Special Instructions: 0 r--- /{ V ait.r.r_ / 4 2___— Date Wanted: . a.m. Requester: Phone No: ' S . 7.,- -.o tt''�� 2 7.. , JApproved per applicable codes. ElCorrections required prior-to approval: COMMENTS: f) o S g - . ii0 iY�. �' ����� � ( r b Inspector: J � k \) Date n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must he paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 450 INSPECTION NO. INSPECTION RECORD Retain a copy with permit P610-0 l/ . PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . x(206) 431-367 Permit Inspection Request Line (206) 431 -2451 Pro ct: 6- S gi -V' 4(/ �4-t ,V Jyp f Inspection: I U 6 (+ .1: J chacg Address: kl Zvi .t4r6"�i�k Date Called: ?''- (4.--.<, 3 At, Special Instructions: V0A/ pJ?v1 re µ ��" C— f.eu / 6.A. r oAt UV 1 -.A- e- et `"��7 T Date Wanted:. ! C - '- a.m. 2-- -- /pm Requester: .. a Phon No: i jApproved per applicable codes. corrections required prior to approval. COMMENTS h / FT` --- \,. \ \,n. t,,) NCI (orJrr-\ -S n` _ .`� ,A A I r .? Er . .'-h.. n Q n--- - t1 u 3 r ?''- (4.--.<, 3 At, _ A Zi (ra7e p c: cL P pe jr d ,S� a P' f ?(1°S for ti) IL' Am 1' A —t0 �3\ \`�^ A I e_.„ iT f • u ,1 � C_ f i i , `o p ' _S-042_, '4- A, I S'T" de 4C,re P7.--9 O LA• i i/1 * -SWa r ‘4 t , ,/i 0 --La / 1 k-'t 1 •S ira rJ r&e - f ' a Inspector: Date:. n REINSPECTION FEE REQUIRED Prior to next inspection, fee must be. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection 7- 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 P6 /o -0// Project: /2A /SO E(' "< /4(174 rzoV Type of Inspection: yS rl'mry itev P'L,im b 4'C "S Address: ..2 29 / ri, 4L Date Called: ..-1 Special Instructions: 4) Al) rri /e 19L 64s - 2 ,0i.4 / �? Firs—r.. id6 Date Wanted:. / /4 /'i € la_ a m. (p�m. Requester: Phone No: 4/25 - '-57-0579 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: f 0 ` /?6) it..,- m 0 Akw PC r' 1 & /Vo or e coLr1 ,L ' deis Afu- c/9Szr'% 64 A('ri! ✓A..345Z L,"uPL - 4,0,./4.v�a!'' �./,' s ► I OF ,r to direr , - a,,p. - r. - !, 'e/ - 9n ,D /eA/.°c/ •r g) 1-10r (76)41_3 IAA %F2. etoNr. 4 — 8 A pi #,J04-1 L rle /- 2. —440/mac: 4) Al) rri /e 19L 64s - 2 ,0i.4 / �? Firs—r.. id6 — 404/(A/e, c / I`nspe tor.' � Date: / / c -1 ct.L.,c4 , /0 /✓p,/ / Z I/3 NSPECTION+FEE RiQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. 1 I • INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r- - Project: r 1\A%S6Ci- .j"� Ultat- .o,�tS Type of Inspection: 2,6-.k- ,N1- Phi. titi1J .. Address: ",, 922q C "sue" ti1 IA" Cj Sr.(.. Date Called: Special Instructions: Date Wanted: .m -2 1-- 1 2, - p.m. Requester: ,5NA4e'S OA/ 7 P 6 - Phone No: Approved per applicable codes. Corrections required prior to approval. 4" COMMENTS: /L.?, g_ /51 1) wi/ 4 ,,o �,,,,,,,,/ ! $Y 6' v ' ,...7):2 .> /sl /%du/ /9 //4,, 4 •e7(7,ss1',J-'L, • f -D ./ - /. oo .4--- ,4. 7v,< — T'`,//14'GilP ,5NA4e'S OA/ 7 P 6 - p tor: Date Xfw.r..a / V` 2/:. Gc.c�_ INSPECTION FEE REQUIRED. Prior to next inspection. fee must: be - aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule°reinspection.. - retr84: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. r✓ CITY OF' TUKWILA BUILDING DIVISION 6300.Southcenter Bivd., #100, Tukwila. WA 98188 ie. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Piro -o t( Projects - 1C ,: 3 - f 1; 14te' "'Iv Type of Inspection: Coro vvO v\JOCk Address: v Date Called: Special Instructions: • `1 t Date Wanted. a.m. Requester: Phone No: 475 —.7( 30T IDApproved per applicable codes. D Corrections required prior to approval. COMMENTS: r r —P pri L/ A-- Inseiectoe:,: _ �JV\ Rf= _ ``yy,,i REINSPECTION FEE QUI ED. Pri (to next inspection, fee must be paid at 6300 Southcenter Blve.- Strife 100. Call to schedule reinspection. ■ Date:3 INSr, ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 v., (206) 431-3670 Permit Inspection Request Line (206) 431-2451 t. INSPECTION RECORD, Retain a copy with permit PG/o-o// PERMIT NO. Project: . 1{)19/S:aCCl/ 4447/M) /7---(‘). Type of Inspection: ((:. Ad>f,t10 — id)? Address: N 922 /77 4-#2 C/AP9 l' Date' Called: - t, Special Instructions: . .... ... Date Wantpd: / o?' /.2 Y7/.0 ....n.' P.m. Requester: Phone No: .r.2.5-2‘C--fo5 _s-- LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: E 0 4 ---._. - c...r — / f i z/A-riee-5- /../>1...e, A--. ....../ 9 —2,,,.., 1 ,141-11-+" — 4p/VS,Acr c/f9 ----N. \ Inspecto • .07/ 01-alf R INSPECTION FEE REQ paid at 6300 Southcenter B Date: !RED. P,Zr to next inspection,lee must be vd., Suite 100. Call to schedule reinspection. ' • " • • !•,• ; : i • r • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUICWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 5 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: - R4/ S• 46-(14( il/r/ 7,,P‘j Type of Inspection: I; t t) J A () C ii‘c"( ( — Address: . At 41- 6-.1v Ay' Date Called: 0 ,c,,,,,, e (.5. I-e, -e0v S vet Special Instructions: Date Wanted: 2.. — (-4 •—• (2.--- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: V::$ A m ., () C ii‘c"( ( — A- — I)Ai et" r5 vitt,....ii 0 ,c,,,,,, e (.5. I-e, -e0v S vet ... , Inspect° Date: ri RE, NSPECTION FEE REQUIR1D. Prior to next inspection, fee must be pa c&at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 INSPECTION RECORD 1/ Retain a copy with permit INSPECTION ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PERMIT NO. Project:, A 1 ---r Type o Inspection: Address: Date Called: b tC__.‘ . --t*s--i-- :-?.._k_ Special Instructions: Date Wanted: 1 _ ` ( 2 p.m. Requester: (kJ ) ✓6..... -f. Phone No: -Z..S -- _7 ( -305S Approved per applicable codes. Corrections required prior to approval. COMMENTS: �� t J J 4-e b tC__.‘ . --t*s--i-- :-?.._k_ 3,) ( Lor-r- roc) re iii (0 a A -f. 51 C,,. 7 6 A Inspect(ir: Date: 1— 3 (- n 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 C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pero --o r( Pro' ct:, f S e ._ F Rte,, ype of Inspection: 66J 0-1 �` w0r Address: ! Date Called: Special Instructions: Date Wanted:. (c%'(� an, p.m. Requester: Phone No: Approved per applicable codes. ['Corrections required prior to approval. // COMMENTS:. fl Al i Al A -p Pf vA4 •-- .d.�til.n a .ti Inspector:, Datea� J, t? n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Service Dept. 5500 4th Ave. So. Seattle, WA 98108 Bran • m Instrument c$ /91,7 BRANOM 1/4STRUMENTATV °1•1 800 -767 -6051 FAX 206 - 763 -4165 service@branom.com Certification Of Calibration #: 35756 Customer Name: HAWK MECHANICAL Address: 17220 W MAIN ST MONROE WA 98272 P O #: SHOP Branom Order #: 502248 Technician: JASON FOX Calibration Date: Calibration Due: Lab Temperature (Deg F): Lab Humidity ( %): 20- Mar -13 20- Mar -14 72.7 37.3 Branom Instrument company certifies that the following instrument meets or exceeds all published specifications and has been calibrated using standards whose accuracies are traceable to the National Institute of Standards and Technology. This certificate applies only to the instrument listed below. Instrument Description: APOLLO 40- 200 -TK5U Serial Number: 11070424 Customer ID #: N/A Tolerance: t 0.2 PSI Condition Found: IN TOLERANCE Condition Left: IN TOLERANCE Standard(s) Used Model: RED LION IMP28101, YCAYA43F- SBS4 *B /FMF1 /BR1 /COM -B Serial Number: 2821, JF543RA174 -709 Cal Due Date: 05/21/2013, 05/21/2013 Calibration Readings Standard Reading Unit Under Test Lower Limit Higher Limit Unit of Measure 14.00 14.2 13.8 14.2 PSI 7.00 7.0 6.8 7.2 PSI 5.00 5.0 4.8 5.2 PSI 2.00 2.0 1.8 2.2 PSI 1.00 1.0 0.8 1.2 PSI 0.00 0.0 -0.2 0.2 PSI Notes: None Approval By: Y PORTE D -te of Issue This certificate shall not be reproduced except in full without written approval of Branom Instrument Company. Certificate Revised 11/16/2010 Page 1 of 1 t,a5h;;: 'ns;trapmrtm:,fi." BACKFLOW ASSEMBLY TESTER Health VALIDATION CARD !norm.mn: IHmIH: Programs FOR CERTIFICATE OF COMPETENCY Division of In.li.g l .,h r CERTIFICATE NUMBER VALID FOR YEAR B5195 2013 BE IT KNOWN THAT THE WASHINGTON STATE DEPARTMENT OF HEALTH HAS RECOGNIZED: Palmer, Mark D. 25120 149th P1 SE Monroe WA 98272 AS A CERTIFIED BACKFLOW ASSEMBLY TESTER VALIDATION CARD MUST BE POSTED WITH YOUR CERTIFICATE Ilifrng�a Y4; RN,:xaa,T t % Heal th wenni Mink Proninns BACKFLOW ASSEMBLY TESTER VALIDATION CARD FOR CERTIFICATE OF COMPETENCY CERTIFICATE NUMBER B5195 VALID FOR YEAR 2013 NAME Palmer, Mark D. HAWK MECHANICAL CONTRACTORS, INC. 17220 West Main Street PO 547 Monroe, Washington 98272 (360) 794 -8783 Backflow Prevention Assembly Test Report MECHANICAL CONTRACTORS Eric Name of Premises: r'\4 /6-6eei 140 a kit/ //So Service Address: 92247 c A4ti.31ly1� I / -) y . 1‘%/( 91/4?108, Location of Assembly: ,do��.e1/ Repo/ /SW, No/ Assembly: 6_)/4 %7S 009 "3 &Z?-- 0695 Z Manufacturer New Assembly [id Line Pressure at Time of Test: Model Serial Number Existing Assembly [ J Replacement ( J 0 3h ,, Sizo Lbs. Type of Assembly: /2 P3R Air Gap: Remarks: Test Equipment Used: Hazard Protected: Required minimum air gap separation provided: Yes rJ the >< (JA-4- No [ J '1,d //b 5- poke, S/V / /O7 WV ,C1C -ht 6ri o r The above report is certified Initial Test Performed By: Repaired By: Final Repair By: 4if, 67 '/Erse R/6 Palmer Cert. No.: 85195 Date: 7/34P/3 Cert. No.: Date: Cert. No.: Date: Water Service Restored: Yes [xJ No [ ] /`/o Yt?l OCGc/ J /X e44 6kc ustomers Signature Reduced Pressure Assemblies Pressure Vacuum Breaker Double Check Assemblies Relief Air Inlet Check Valve 1st Check 2nd Check Valve Opened @ psid psid Initial Test -a e- closed tight kj RP- '7• 9 psid Closed tight . Leaked kj [ j Opened @ 3 3 psid j Did not Open [ I Leaked [ J Leaked [ j Did not open [ Repairs and Materials Used Test after Repair DC- closed tight [ 1 RP- psid Closed tight [ J Opened @ psid Opened @ psid psid Air Gap: Remarks: Test Equipment Used: Hazard Protected: Required minimum air gap separation provided: Yes rJ the >< (JA-4- No [ J '1,d //b 5- poke, S/V / /O7 WV ,C1C -ht 6ri o r The above report is certified Initial Test Performed By: Repaired By: Final Repair By: 4if, 67 '/Erse R/6 Palmer Cert. No.: 85195 Date: 7/34P/3 Cert. No.: Date: Cert. No.: Date: Water Service Restored: Yes [xJ No [ ] /`/o Yt?l OCGc/ J /X e44 6kc ustomers Signature HAWK MECHANICAL CONTRACTORS, INC. 17220 West Main Street PO 547 Monroe, Washington 98272 (360) 794-8783 Backflow Prevention Assembly Test Report Name of Premises: /eei/SQQck Awat hob^ ly. S, HAW MECHANICAL CONTMCTOI I we Service Address: 922.4 5 /fat :jjhd / 4.24y, Z& A / f ,Isreq Location of Assembly: :� Al kr Re7e,k .. /5-20 / 3-61_, <`[ , Assembly: ZdA- / 3' o QCl /14 Z tl l- Sig z s-6 Manufacturer Model New Assembly NS Existing Assembly [ ] Line Pressure at Time of Test: �o Serial Number Replacement [ ] Lbs. Type of Assembly: Size P8A Air Gap: Remarks: Test Equipment Used: Hazard Protected: Required minimum air gap separation provided: Yes [/%4 No[ ] Apo%/o S- Valve-, 5H 7/07 z.G/ ,Ro /a P2a1.4 The above report is certified to b Initial Test Performed By: £ /C4A - —Cert. No.: 85195 Date: Ma D er Repaired By: Cert. No.: Date: Final Repair By: Cert. No.: Date: Water Service Restored: Yesyl No [ ] Na y 1 GC_C 0 % , gnatNer-gi Co ' /, C stomers gnature Reduced Pressure Assembl es Pressure Vacuum Breaker Double Check Assemblies Relief Air Inlet Check Valve 1st Check 2nd Check Valve Opened @ psid psid Initial Test S- closed tight )4 RP- a : 3 psid Closed tight Leaked 1' ( ) Opened @ Z1 7 psid ) Did not Open [ J Leaked [ 1 Leaked [ I Did not open [ Repairs and Materials Used Test after Repair DC- closed tight ( ) RP- psid Closed tight [ ) Opened @ psid Opened @ psid psid Air Gap: Remarks: Test Equipment Used: Hazard Protected: Required minimum air gap separation provided: Yes [/%4 No[ ] Apo%/o S- Valve-, 5H 7/07 z.G/ ,Ro /a P2a1.4 The above report is certified to b Initial Test Performed By: £ /C4A - —Cert. No.: 85195 Date: Ma D er Repaired By: Cert. No.: Date: Final Repair By: Cert. No.: Date: Water Service Restored: Yesyl No [ ] Na y 1 GC_C 0 % , gnatNer-gi Co ' /, C stomers gnature HAWK MECHANICAL CONTRACTORS, INC. 17220 West Main Street PO 547 Monroe, Washington 98272 (360) 794-8783 Backflow Prevention Assembly Test Report Name of Premises: Re( / s Deck A v HAW MECHANICAL CONTRACTOR; nac Service Address: 2-2 " E %Yf. j ,� t . J • Q , 9/0 • Location of Assembly: 21'4 /obi Jekh /`M- / PooL-r/Ors , / 2330 Z" Size Assembly: LJct l l t dO j iv) 2 T UO SZ 7o Manufacturer Model Serial Number New Assembly 64 Existing Assembly [ ] Replacement [ ] Line Pressure at Time of Test: 5- J Lbs. Type of Assembly: l� /D431 Air Gap: Remarks: Test Equipment Used: Hazard Protected: Required minimum air gap separation provided: Yes [x] No[] po //o S v. Jve \S-7V #070412y N011 powVe /4-474 aei'- The above report is certified to Initial Test Performed By: Repaired By: 7 Ma 4L P er rt. No.: B5195 Cert. No.: Final Repair By: Cert. No.: Date: Date: Date: Water Service Restored: Yes [ ] No M /io k `, i h 1-L5e- Customers Signature Reduced Pressure Assembl es Pressure Vacuum Breaker Double Check Assemblies Relief Air Inlet Check Valve 1st Check 2nd Check Valve Opened @ psid psid Initial Test 1*. closed tight 17C1 RP- a , S psid Closed tight Leaked [Xj [ 1 Opened @ di,/ psid 1 Did not Open [ j Leaked [ 1 Leaked [ 1 Did not open [ Repairs and Materials Used Test after Repair DC- dosed tight 1 j RP- psid Closed tight [ J Opened @ psid Opened @ psid psid Air Gap: Remarks: Test Equipment Used: Hazard Protected: Required minimum air gap separation provided: Yes [x] No[] po //o S v. Jve \S-7V #070412y N011 powVe /4-474 aei'- The above report is certified to Initial Test Performed By: Repaired By: 7 Ma 4L P er rt. No.: B5195 Cert. No.: Final Repair By: Cert. No.: Date: Date: Date: Water Service Restored: Yes [ ] No M /io k `, i h 1-L5e- Customers Signature HAWK MECHANICAL CONTRACTORS, INC. 17220 West Main Street PO 547 Monroe, Washington 98272 (360) 794-8783 Backflow Prevention Assembly Test Report Name of Premises: /€'t /J & J 4-7a 0!a f%s lAw MECHANICAL CONTAACTGrfU Service Address: 922 9 MQ y net/ L, 7;,:k /A ie.)/Y /18/og Location of Assembly: 2n4 , r Cu -/ /4"- H /� /464-g,7 Assembly: i%A' Manufacturer New Assembly by Line Pressure at lime of Test /raof /42 r 6 0S1/6 2330 Model Serial Number Existing Assembly [ ] Replacement [ 3 Size at Lbs. Type of Assembly: /2 P /,',9 Air Gap: Remarks: Test Equipment Used: Required minimum air gap separation provided: Yes kJ No [ ] /q pa/ `5` dta /v' Sid/ Igo 7 o y2. y Hazard Protected: / y 11 �® >4t A/tG CO Id Lf/aelf The above report is certified t•r I 41* nitial Test Performed By: 4 ' `� Repaired By: G ,41,1 Final Repair By: i almer Cert. No.: 85195 Cert. No.:.3J gS Cert. No.: Date: Date: Date: 2/303 /3o/' -3 Water Service Restored: Yes [ ] No 7( T `,r e-1- in as .e J Custtuners Signature Reduced Pressure Assemblies Pressure Vacuum Breaker Double Check Assemblies Relief Air Inlet Check Valve 1st Check 2nd Check Valve Opened © psid psid Initial Test DC- closed tight [ j RP- psid Closed tight Leaked [ j [ j Opened © psid ) Did not Open [ 1 Leaked [ j Leaked VI Did not open [ Repairs and Materials Used Cfc,iCl irt3 / rreiM 1St' cite, ve'�tr Z % Test after Repair iat2t closed tight IJ RP- •C• r psid Closed tight [ X, Opened @ psid Opened @ psid psid Air Gap: Remarks: Test Equipment Used: Required minimum air gap separation provided: Yes kJ No [ ] /q pa/ `5` dta /v' Sid/ Igo 7 o y2. y Hazard Protected: / y 11 �® >4t A/tG CO Id Lf/aelf The above report is certified t•r I 41* nitial Test Performed By: 4 ' `� Repaired By: G ,41,1 Final Repair By: i almer Cert. No.: 85195 Cert. No.:.3J gS Cert. No.: Date: Date: Date: 2/303 /3o/' -3 Water Service Restored: Yes [ ] No 7( T `,r e-1- in as .e J Custtuners Signature HAWK MECHANICAL CONTRACTORS, INC. 17220 West Main Street PO 547 Monroe, Washington 98272 (360) 7948783 Backflow Prevention Assembly Test Report Name of Premises: /a/S6ec. 4fr /; j;';5 /7'- Service Address: 9229 L4-- /64 y, Location of Assembly: /5-2o J Assembly: Zja41s LFao9/23 Or Manufacturer Model New Assembly pQ Existing Assembly j ] MECHANICAL CONTPACTO J IN s. %; .6._/, %, &4 9e/or /14! -ii J/ Line Pressure at Time of Test: (Oo Serial Number Replacement [ 3/4/ Size Lbs. Type of Assembly: A P/3/t Air Gap: Remarks: Test Equipment Used: Required minimum air gap separation provided: C0 /d f1J IL i� Yes) No [ ] Apo //D s kA/ e JA/ I/ /a 7Oe/z Hazard Protected: 6( k` "gyp r 47 c WoSe 6916 The above report is certifie Initial Test Performed B Repaired By atmer Final Repair By: Cert. No.: 85195 Cert. No.: 795" Cert. No.: Date: 7 Date: Date: Water Service Restored: Yes V) No [ 1 He /lye/ o cec<p/ , ' jiJ a/SA • Custo rs Signature Reduced Pressure Assemblies Pressure Vacuum Breaker Double Check Assemblies Relief Air Inlet Check Valve 1st Check 2nd Check Valve Opened @ psid psid Initial Test DC- closed tight [ I RP- psid Closed tight Leaked [ ) 1 1 Opened @ psid [ J Did not Open [ I Leaked ( 1 Leaked [54 Did not open Repairs and Materials Used Re- Pne ki t tebr( S // (S4 a tcle. Test after Repair .06Q-closed tight 4C] RP- O • 7 psid Closed tight lid Opened @ •g psid Opened © psid psid Air Gap: Remarks: Test Equipment Used: Required minimum air gap separation provided: C0 /d f1J IL i� Yes) No [ ] Apo //D s kA/ e JA/ I/ /a 7Oe/z Hazard Protected: 6( k` "gyp r 47 c WoSe 6916 The above report is certifie Initial Test Performed B Repaired By atmer Final Repair By: Cert. No.: 85195 Cert. No.: 795" Cert. No.: Date: 7 Date: Date: Water Service Restored: Yes V) No [ 1 He /lye/ o cec<p/ , ' jiJ a/SA • Custo rs Signature HAWK MECHANICAL CONTRACTORS, INC. 17220 West Main Street PO 547 Monroe, Washington 98272 (360) 794-8783 Backflow Prevention Assembly Test Report MECHANICAL CONTMCTOGI ac Name of Premises: R a /.$4eCit /'r V/ A 74o i-• 143 Service Address: 9 22 9 E 44e,tryLra/ 4i 4y , T2Ie41 / /et. /..J/9 9%' /t7$' Location of Assembly: ,(finder Roo /ti /5 -2o , Cc>FS/ 4-LA Assembly: L:-.3e-1715' L /- 909 bG io /(o Manufacturer New Assembly M Line Pressure at Time of Test: /f) Z- Model Serial Number Size Existing Assembly [ ] Replacement [ ] Lbs. Type of Assembly: g 118A Air Gap: Remarks: Test Equipment Used: Required minimum air gap separation provided: Yes DI No[] Afo6g S valve. -TN //070'/Z Hazard Protected: Eu, I dltiq �L. 3p /y The above report i� to-t_ Initial Test Performed By Repaired By: 0 Palmer Cert. No.: B5195 Date: 7 Cert. No.: Date: 30/3 Final Repair By: Cert. No.: Date: Water Service Restored: Yes (X) No ( ] /Y451L Y lL Or4C; ✓JfE�- /VFGJ 0645I Oistomers Signature Reduced Pressure Assemblies Pressure Vacuum Breaker Double Check Assemblies Relief Air Inlet Check Valve 1st Check 2nd Check Valve Opened @ psid psid Initial Test ,.D2fclosed tight bC] RP- 1. // psid Closed tight Leaked [i4 [ J Opened @ 2# / psid [ J Did not Open [ J Leaked [ 1 Leaked [ 1 Did not open Repairs and Materials Used Test after Repair DC- closed tight ( 1 RP- psid Closed tight [ 1 Opened @ psid Opened @ psid psid Air Gap: Remarks: Test Equipment Used: Required minimum air gap separation provided: Yes DI No[] Afo6g S valve. -TN //070'/Z Hazard Protected: Eu, I dltiq �L. 3p /y The above report i� to-t_ Initial Test Performed By Repaired By: 0 Palmer Cert. No.: B5195 Date: 7 Cert. No.: Date: 30/3 Final Repair By: Cert. No.: Date: Water Service Restored: Yes (X) No ( ] /Y451L Y lL Or4C; ✓JfE�- /VFGJ 0645I Oistomers Signature HAWK MECHANICAL CONTRACTORS, INC. 17220 West Main Street PO 547 Monroe, Washington 98272 (360) 794 -8783 T [0-- 0 HAAW Backflow Prevention Assembly Test Report Name of Premises: / /,f6 C di 4e//Q -4p11 /Kr, s, Service Address: 9 2 9 E /114,r3/04./ A%.�) /� ;k� f foci 4314. Location of Assembly: ski h -12/f 2Z . Waal - acsA1-c)aS 6)4. / Ge_.0q m3 f 07,/'/ 34 If Manufacturer Model Serial Number Size New Assembly Of Existing Assembly [ 1 Replacement [ ] MECHANICAL CONTRACTORt IKC. Assembly: Line Pressure at Time of Test: Lbs. Type of Assembly: /. /} %3 t4 Air Gap: Remarks: Test Equipment Used: Hazard Protected: Required minimum air gap separation provided: Yes [ No[] 4/06//0 s vaIde .sue /// 76 yZY DI g( /oadubv" The above report is Initial Test Performed B Repaired By: Final Repair By: ertified 14d4 D Palmer Cert. No.: B5195 Date: g /3 'J Cert. No.: Date: Cert. No.: Date: Water Service Restored: Yes [ ] No [I I V r 0 /4. t v. /Ag- o Customers Signature Reduced Pressure Assemblies Pressure Vacuum Breaker Double Check Assemblies Relief Air Inlet Check Valve 1st Check 2nd Check Valve Opened @ psid psid Initial Test cliB- closed tight M. RP- gr 2.--.psid Closed tight Leaked [x1 [ ] Opened @ 3 r.g psid ] Did not Open [ ] Leaked ( 1 Leaked [ ] Did not open [ Repairs and Materials Used Test after Repair DC- closed tight [ ] RP- psid Closed tight [ ] Opened @ _psid Opened @ psid psid Air Gap: Remarks: Test Equipment Used: Hazard Protected: Required minimum air gap separation provided: Yes [ No[] 4/06//0 s vaIde .sue /// 76 yZY DI g( /oadubv" The above report is Initial Test Performed B Repaired By: Final Repair By: ertified 14d4 D Palmer Cert. No.: B5195 Date: g /3 'J Cert. No.: Date: Cert. No.: Date: Water Service Restored: Yes [ ] No [I I V r 0 /4. t v. /Ag- o Customers Signature AmTest Laboratories 13600 NE 126th PL STE C, IGrkland, WA 98034 425 - 885-1664 www.amtestlab.com COLIFORM BACTERIA ANALYSIS Date Sample Collected 07/31/2013 Month Day Year Time Sample Collected ❑ AM 3:00 ® PM County: KING Type of Water System (check only one box) ❑ Group A Public ❑ Private Household ❑ Group B Public ❑ Other. Group A and Group B Systems Provide from Water Facilities Inventory (WFI): ID# N/A System Name: RAISE DECK AVIATION /DOMESTIC Contact Person: JESSE OSBORN Day Phone: Cell Phone: 206 - 617 -1154 Eve. Phone: FAX: Send results to: (Print full name, address and zip code) US WATER SERVICES • JESSE OSBORN 2603 151st PL NE REDMOND, WA, 98052 SAMPLE INFORMATION Sample collected by (name): JESSE OSBORN Specific location where sample collected: JANITOR CLOSET SINK Special Instructions or Comments: EMAIL: JESSE.OSBORN @USWATERSERVICES Type of Sample (must check only one box of #1 through #4 listed below) 1. ❑ Routine Distribution Sample Chlorinated: ❑ Yes ❑ No Chlorine Residual: Total_ Free_ 2. ❑ Repeat Sample (after unsat. routine) ❑ Distribution System ❑ Source Groundwater Rule (GWR) (Population of 1,000 or less) Unsatisfactory routine lab number. 3. Raw Water Source Sample ❑ E. coli - GWR source sample ❑ Fecal - Surface, GWI, some springs ❑ Other LS -J Unsatisfactory routine collect date: / / Pubec systems must provide Source Number from (WFI) Chlorinated: Yes No Chlorine Resid: Total Free 4. H Sample Collected for Information Only El Construction ❑ Repairs ❑ Private Residence ❑ Other LAB USEONLY DRINKING�WATER'RESULTSr LAB USE ONLY : ❑ Unsatisfactory Total Coliform Present and ❑ E. coli present ❑ E. coli absent ❑ Fecal coliform present ❑ Fecal coliform absent ® Satisfactory ❑ Replacement Sample Required Sample not tested because Test unsuitable because: ❑ Sample too old ( >30 hours) ❑ TNTC ❑ Improper Container ❑ Turbid Culture ❑ ❑ Bacterial Density Results: Plate Count / ml. E.coli /100 ml. Total Coliform < 1 /100 ml. Fecal Coliform < 1 /100 ml. Method Code: MICR- 2810 Date Received: 8/ 1/2013 Date Analyzed: 8/ 1/2013, 15:30 Date Reported: 8/ 2/13 06603354 Semple Number (DOH number pas eve digits) Lab Use Only: OOH Form #331 -319 (revised &N5) RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS SECTION 200510 BASIC MATERIALS AND METHODS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Description: Work includes equipment supports, sleeves, identification, appurtenances, and miscellaneous work. This section applies to all Divisions 20, 21, 22, and 23 sections. B. General Requirements: Drawings and general provisions of the Contract, including General and Supplementary Conditions, Division 01, and Section 200500 apply to the Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable city, county, and state codes and ordinances. B. UL Compliance: Where UL fire - resistance rating is indicated for construction penetrated by access units, furnish UL listed and labeled units, except for those units which are smaller than minimum size requiring ratings as recognized by governing authority. C. ANSI Compliance: Comply with ANSI A13.1 for lettering size, colors and installed viewing angles of identification devices. 1.3 SUBMITTALS A. Comply with requirements in Division 01 and Section 200500. B. Submit valve schedule for each piping system, typewritten and reproduced on 8 -1 /2 inch by 11 inch bond paper. Tabulate valve number, piping system, system abbreviation (as shown on tag), location of valve (room or space), and variations for identification (if any). Mark valves which are intended for emergency shut -off and similar special uses, by special "flags ", in margin of schedule. Coordinate valve tag information with the Owner. C. Test Reports: As required in specific specification sections. D. Product Data: 1. Pipe markers. 2. Access doors. crtY1MLA MAY ,0 5 2010 PERMIT CENTER 200510 - 1 of 13 CORRECTION LTR# 1 v,to OU RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS 1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products in accordance with manufacturer's recommendations, using means and methods to prevent damage, deterioration, and loss, including theft. B. Deliver products to site in manufacturer's original containers, complete with labels. C. Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. D. Store products subject to damage by weather conditions above ground, under cover in weathertight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. E. Close open ends of equipment and work with temporary covers or plugs during storage and construction to prevent entry of foreign material. PART 2 - PRODUCTS 2.1 MATERIALS A. Materials shall be new and of manufacturers specified herein. They shall bear the UL, ETL or CSA labels where possible. 2.2 EQUIPMENT SUPPORTS A. Select and size supports, expansion shells and bolts, concrete inserts, and anchor bolts per requirements for seismic restraints specified in Section 200548. Hot dipped or mechanically galvanized where installed outdoors unless noted otherwise on the Drawings. Damaged galvanized surfaces repaired with ZRC Galvilite. B. Expansion Shells and Bolts and Concrete Screws: 1. Manufacturers for Expansion Shells for Rod Hangers: Simpson Strong -Tie, Hilti, or approved for holes drilled in concrete. 2. Manufacturers for Expansion Bolts for Equipment: Simpson Strong -Tie, Hilti, or approved for holes drilled in concrete. 3. Manufacturers for Concrete Screws for Equipment: Simpson Strong -Tie, Hilti, or approved for holes drilled in concrete. C. Concrete Inserts: Comply with,requirements in Section 202115. D. Formed Steel Channels: Twelve gage minimum, 1 -5/8 inch by 1 -5/8 inch minimum cross - section size, epoxy coated. Cooper B -Line Dura -Green or Dura- Copper, Unistrut, Powerstrut, or approved :' "" ., < 200510 - 2 of 13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS E. Anchor Bolts: Include for equipment. Number and size per manufacturer's recommendations or as indicated on the Drawings. F. Supplementary Steel Framing: Standard structural steel shapes or Schedule 40 steel pipe. G. Welding to Building Structural Members: Not acceptable except as indicated on the Drawings. H. Concrete Bases (Housekeeping Pads): Coordinate with Division 03. Size bases 4 inches larger than equipment footprint in each direction and nominal 4 inches thick unless noted otherwise on the Drawings. 2.3 SLEEVES A. Materials, General: Schedule 40 galvanized steel pipe with unthreaded ends, cast iron pipe, or minimum 26 gage galvanized sheet steel. Use steel pipe for sleeves at floor slabs. B. Sleeves and Firestopping in Fire and Smoke Rated Walls and Floors: 1. Sleeves: Same material and thickness as used when firestopping material was tested and as listed in the UL Fire Resistive Directory. 2. Firestopping: Material produced and installed as a system to resist spread of fire and passage of smoke and to maintain fire resistance of assembly. Material in accordance with ASTM E 814 and UL 1479. Johns Manville, Dow Corning, 3M Fire Protection Products, Nelson Firestop Products, STI- SpecSeal,US Gypsum, or approved. C. Cast -in -Place Watertight Firestop Device in Fire Rated Floors (Contractor's Option): Factory assembled device for installation in concrete floors. Assembly in accordance with ASTM E 814 and UL 1479. Device consists of outer sleeve lined with intumescent sleeve, radial extended flange attached to one end of sleeve for fastening to concrete formwork, and waterstop gasket /mid -body seal for embedment and sealing to concrete slab. Nonmetallic sleeve for nonmetallic through penetrant pipe and metallic sleeve for metallic through - penetrant pipe. Flame spread rating of 0 and smoke developed rating of 5. Presealed Systems, HydroFlame Sleeving Systems or approved. D. Below Grade Watertight Penetrations: Manufactured pipe -to -wall penetration closure. Thunderline "Link -Seal" or Advance Products & Systems "InnerLynx ". 1. Description: Model C (Standard) modular mechanical type consisting of interlocking synthetic rubber links shaped to continuously fill annular space between pipe and wall opening. Seal constructed to provide electrical isolation between pipe and wall, reducing cathodic reaction. Glass reinforced nylon pressure plates with zinc plated nuts and bolts. 200510 -3of13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS 2. Sleeves for New Construction: Heavy wall welded or seamless steel pipe, full circle welded waterstop plate and anchor collar, hot dip galvanized. Length to suit wall thickness. Inside diameter to suit seal requirements 3. Openings for Existing Concrete Wall Construction: Core drill opening, inside diameter to suit seal requirement. 2.4 PIPE MARKERS AND COLOR BANDS A. General: Manufacturer's standard preprinted, flexible or semi - rigid, permanent, color - coded, plastic sheet pipe markers. Comply with ASME Al 3.1, Scheme for the Identification of Piping Systems. Include flow direction arrows. Seton, Brady, Craftmark, Marking Services or approved. B. Small Pipes: For external diameters less than 6 inches (including insulation), full band pipe markers. C. Lettering: Manufacturer's standard pre - printed nomenclature which best describes piping system in each instance, as selected by the A/E in cases of variance with names shown or specified. 2.5 UNDERGROUND PIPE MARKER A. Manufacturer's standard, permanent, bright - burial service, not less than 6 inches wide by 4 mils thick. Tape color with printing which most accurately indicates type of service of buried pipe. 2.6 EQUIPMENT NAMEPLATES A. General: Engraved stock melamine plastic laminate. Comply with FS L -P -387. Engraved with engraver's standard letter style of sizes and wording, black with white core (letter color) except as otherwise indicated, punched for mechanical fastening except where adhesive mounting is necessary because of substrate. Plastic strips with raised letters made by a marking device not acceptable. Include area (room) served on nameplate. Coordinate naming convention with the Owner. Color of nameplates access doors for fire dampers, smoke dampers, and combination fire /smoke dampers as selected by the AHJ. B. Thickness: 1/16 inch for units up to 20 sq. in. or 8 inch length and 1/8 inch for larger units. 2.7 VALVE TAGS A. General: Manufacturer's standard solid plastic valve tags with printed enamel lettering, piping system abbreviation in approximately 3/16 inch high letters, sequenced valve 200510 - 4 of 13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS numbers approximately 3/8 inch high, and 5/32 inch hole for fastener. Coordinate naming convention with the Owner. B. Fasteners: Manufacturer's standard solid brass beaded type chain, length as required for proper attachment of tags to valves manufactured specifically for that purpose. C. Valve Schedule Frames: Glazed display frame with screws for removable mounting on masonry walls. Frame finished hardwood or extruded aluminum with SSB -grade sheet glass. 2.8 ACCESS TO FIRE SUPPRESSION, PLUMBING, AND HVAC EQUIPMENT A. General: Universal 1 -piece frame, flush type, welded steel ground smooth rounded safety corners, 1 -piece spring hinge, slot screwdriver type cam latches, shallow 1- 1 /4 inch mounting flange. Include cylinder locked units in restrooms and areas accessible by students. Coordinate with general contractor so that lockable access doors are common -keyed for entire project. Where located in a painted surface area, units primed for painting; otherwise, polished chrome or stainless steel units, unless another type of finish is indicated. B. Construction: 1. For sizes 16 inch by 16 inch and smaller: 16 gage panel, 18 gage flange. 2. For sizes 18 inch by 18 inch and larger: 14 gage panel, 16 gage flange. C. UL Compliance: Where UL fire - resistance rating is indicated, doors UL listed and labeled, except for those doors which are smaller than minimum size requiring fire ratings as recognized by governing authority. D. Access Door Sizes: 1. One -Hand or Inspection Access: 8 inches by 5 inches. 2. Two -Hand Access: 12 inches by 6 inches. 3. Head and Hand Access: 18 inches by 10 inches. 4. Head and Shoulder Access: 21 inches by 14 inches. 5. Body Access: 25 inches by 14 inches. 6. Body plus Ladder Access: 25 inches by 17 inches. E. Manufacturers: Milcor, Elmdor, Acudor Products, or approved. 2.9 PERSONNEL PROTECTION A. General: Where support angles, hangers, equipment supports and appurtenances, and similar items are exposed above floors, walkways, and maintenance access ways, cover such protrusions Tess than 6' -6" above floor with protective padding. 200510 - 5 of ,13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS B. Protective Padding: Soft elastomeric foam material or equivalent with composite and component ratings per NFPA 255, ASTM E 84, or UL 723. Flame spread 25, smoke developed 50. Armstrong or Rubatex. C. Finish: White field - applied finish of same manufacturer as protective padding. 2.10 NON - POTABLE WATER SIGNAGE A. Provide signage in conformance with 2006 UPC Section 601.2 for non - potable water piping systems and fixtures. B. Signage at all fixtures shall state, "Caution: Nonpotable water, do not drink." C. Contractor shall obtain approval of signage shape, size and location behind fixture prior to installation. 2.11 PAINTING A. General: Painting of work specified in mechanical sections which is exposed, including exterior exposed mechanical work, is specified in Division 09. 2.12 ROOF PENETRATIONS A. Pipe Curb Assembly: Consist of galvanized steel 12 inch high roof curb with cant strip, integral base plate, 1-1/2 inch thick rigid fiberglass insulation, 2 inch by 2 inch pressure treated wood nailer, acrylic clad thermoplastic cap, fastening screws, graduated rubber boots, quantity to accommodate pipe sizes, and stainless steel clamps. Pate PCC Series cap and PC -1 curb or approved. PART 3 - EXECUTION 3.1 MEASUREMENTS A. Verify measurements at job site. Locate equipment and fixtures on centers of walls, openings, spaces, and similar locations except where noted otherwise. Check that piping, ducts, and similar elements clear openings. 3.2 INSTALLATION OF EQUIPMENT A. Equipment Installation: 1. General: Install supports for equipment and appurtenances. 2. Suspended Equipment: a. Install concrete inserts before concrete is placed. Fasten inserts securely to forms. Where concrete with compressive strength less than 2500 psi is indicated, install reinforcing bars through openings at top of inserts. 200510 - 6 of 13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS b. Install hangers from structure. Comply with requirements in Section 202115 for hanger rod sizes. c. Span between structural members with additional structural steel to mount equipment in locations shown. Do not fasten hangers to metal deck. Powder actuated fasteners not acceptable. 3. Floor- Mounted Equipment, General: a. Install machine and floor or foundation fastenings. Set equipment on concrete pads. For new construction, install anchor bolts through concrete equipment pads to structural concrete slabs. For existing construction, install concrete expansion anchors or concrete screws through concrete equipment pads to existing structural concrete slabs. b. Install equipment at locations and to dimensions indicated in the drawings using manufacturer's leveling screws, blocks, shims, or wedges. Do not distort equipment or baseplates. 4. Stands: Fabricate structural steel stands to support equipment not floor mounted or suspended from structure. Fabricate from structural steel members or steel pipe and fittings. 5. Manufacturer - Supplied Bases: Bases may be supplied by the equipment manufacturer if equivalent to the base requirements specified above. B. Equipment Seismic Restraints: Comply with requirements in Section 200548. 3.3 SLEEVES AND SEALING OF SLEEVES A. Install sleeves for pipes and ducts for penetrations through cast -in -place concrete walls and floors, non -rated walls and floors, fire and smoke rated walls and floors, mechanical room walls and floors, and acoustical walls. Seal air and watertight. At Contractor's option, install cast -in -place watertight firestop devices through cast -in -place concrete fire rated floors. B. Dimensions: 1. Annular Clear Space, General: Include annular clear space of approximately 1/4 to 1/2 inch. Size to accommodate insulation passing through sleeve. 2. Annular Clear Space for Sleeves through Fire and Smoke Rated Walls and Floors: Include annular clear space between sleeve and insulated or uninsulated surfaces of pipe, tubing, conduit, and wiring per firestopping manufacturer's installation requirements. Coordinate with requirements in Division 07 and insulation thicknesses specified in Section 200700. 3. Annular Clear Space for Sleeves through Mechanical Room Walls and Floor and Acoustical Walls: Comply with requirements in Section 200548. 4. Cast -in -Place Watertight Firestop Devices: Match uninsulated through penetrant pipe outside diameter size. 200510 - 7 of •13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS C. Extension: Wherever piping passes through floor slab above occupied space or equipment, install pipe sleeves extending 1 inch above floor, except where cast -in -place watertight firestop devices are installed. D. Setting: Set sleeves or cast -in -place watertight firestop devices in place prior to pouring of concrete in new construction. Core drill and grout sleeves in place for unit masonry construction and existing concrete floor construction. Core drill existing concrete wall construction. E. Sealing of Sleeves: 1. Through Walls and Floors: Fill both ends of sleeve with non - hardening silicone sealer as specified in Division 07. 2. Through Acoustical Walls: Comply with requirements in Section 200548. F. Sheet Metal Dams: Install 16 gage galvanized sheet metal dams around opening on top of floor for core drilled, saw cut, and formed openings through floor slabs without concrete curbs above occupied or equipment spaces. Solder or weld watertight. Seal and anchor to floor watertight. Install with minimum 1 inch projection above floor with 2 inch wide flange on floor. G. Below Grade Watertight Wall Penetrations: Install manufactured pipe -to -wall penetration closures where pipes pass through openings in concrete walls below grade adjacent to occupied and equipment spaces. 3.4 FLASHINGS AT ROOF PENETRATIONS AND ROOFTOP EQUIPMENT SUPPORTS A. General: Coordinate flashing for pipes, ducts, and conduits through roof surface and for equipment supports and similar items supported by or attached to roof deck with requirements in Division 07. B. Pipe Curb Assembly: Install per manufacturer's installation instructions. Fill curb with foam' insulation. 3.5 ACCESSIBILITY A. General: Locate valves, dampers, controls, and similar components to be readily accessible. Install access doors to achieve accessibility. Access shall include, but not limited to, fire suppression, plumbing, and HVAC equipment above inaccessible ceilings and trap primers, valves, and similar items behind walls and above ceilings. Coordinate access door locations with the A /E. B. Equipment: 1. Install equipment which requires periodic servicing or repairs to be readily accessible, except where specifically shown on architectural drawings. Otherwise, obtains A/E approval of location. 200510 - 8 of 13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS 2. Piping, ducts, and conduit shall not interfere with required access. 3. Locate fire suppression, plumbing, and HVAC equipment above ceilings within 2 feet of access doors. If access to equipment is from bottom of unit, locate access door directly under unit sized large enough to accommodate access to internal components. C. Access Tile Identification: Apply circular dot stickers on ceiling grid frame to indicate location of valves, dampers, controls, and equipment that requires maintenance. Color as selected by the A /E. 3.6 PIPE MARKERS AND COLOR BANDS A. Install identification after completion of covering and painting. Install identification prior to installation of acoustical ceilings and similar removable concealment. B. Locate pipe markers and color bands as follows wherever piping is exposed in occupied spaces, accessible maintenance spaces, and exterior non - concealed locations. 1. Near each valve and control device. 2. Near each branch, excluding short take -offs for fixtures and terminal units. Mark each pipe at branch where there could be question of flow pattern. 3. Near locations where pipes pass through walls and floors /ceilings or enter non - accessible enclosures. 4. At change in direction of pipe. 5. At access doors, manholes and similar access points which permit view of concealed piping. 6. Near major equipment items and other points of origination and termination. 7. Spaced intermediately at maximum spacing of 30 feet along each piping run, except reduce spacing to 15 feet in congested areas of piping and equipment. Stagger alternately on adjacent pipes. 8. On piping above removable acoustical ceilings, except omit intermediately spaced markers. 3.7 UNDERGROUND PIPE MARKER A. During backfilling and placing of topsoil, install continuous marker tape located directly over buried line at 6 to 8 inches below finished grade for each exterior piping system. Where multiple small lines are buried in common trench that do not exceed overall width of 16 inches, install single line marker. For sewer drain fields and similar installations, mark only outer pipe lines of field. 3.8 PERSONNEL PROTECTION A. General: Secure and permanently fasten elastomeric foam material in neat and smooth manner using band straps, clamps, snaps, or similar methods. 200510 - 9 of 13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS B. Finish: Apply 1 or 2 coats to result in uniform white color. 3.9 VALVE TAGS A. Install valve tags on valves and control devices in each piping system.' Install wherever destination or identity of pipe is not visible from valve. Fasten with chain to valve stem. B. Tags for check valves, valves within factory- fabricated equipment units, plumbing fixture supply stops, hose bibbs, wall hydrants, shutoff valves at HVAC terminal devices and similar rough -in connections of end -use equipment not required. Include tagged valves in valve schedule for each piping system. C. Install valve schedule in mechanical rooms or as directed by the A /E. 3.10 EQUIPMENT NAMEPLATES A. Install nameplates on or near each major item of mechanical equipment and each operational device. Install on accessible sides of equipment for the following general categories of equipment, operational devices, and for equipment scheduled on the Drawings: 1. Chillers 2. Boilers 3. Pumps 4. Fans 5. Heaters 6. Packaged HVAC units 7. Tank and pressure vessels 8. Air Separators 9. Control panels 10. Heat Recovery Units 11. Air handling units 12. Domestic water heaters 13. Compressors 14. Fire dampers, smoke dampers, and combination fire /smoke dampers B. Install with self- tapping stainless steel screws or steel rivets, except use of contact -type permanent adhesive where screws cannot or should not penetrate substrate is acceptable. 3.11 EARTHWORK A. Perform earthwork required for installation of fire suppression, plumbing, and HVAC work below grade. Coordinate with requirements in Division 31. 200510 -10 of 13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS B. Locate and protect utilities and other underground work in manner which will ensure that no damage or service interruption will result from excavating and backfilling. Perform excavation in a manner which protects walls, footings, and other structural members from being disturbed or damaged in any way. C. Coordinate excavations with weather conditions to minimize possibility of washouts, settlements and other damages and hazards. D. Do not excavate until required materials are on site and the work is ready to proceed without delay so that total time lapse from excavation to completion of backfilling will be minimum. E. Excavate trenches of necessary width for proper laying of pipe with banks as nearly vertical as possible. Grade trench bottoms to provide uniform undisturbed bedding for each section of pipe. Form holes and depressions for joints after trench bottom has been graded. Provide temporary pumping equipment to keep excavation free from water. Install pipe bedding in rock excavation consisting of not Tess than 6 inches of sand or equivalent material. F. Store excavated material (temporarily) near excavation in manner which will not interfere with or damage excavation or other work. G. Provide bracing and shoring as necessary to maintain stability of excavation and to comply with safety codes. H. Backfill trenches only after completion of pressure tests and inspection by the A /E. Fill spaces between pipe and sides of trench by hand, shovel tamped in place. Cover in 6 inch layers to 12 inch thickness overtop of pipe. Fill and tamp remainder of backfill material in 6 inch layers. Provide backfill materials as follows; for sewer and water piping, use pea gravel, for gas piping, use sand. Backfill under, around, and to 6 inch above top of piping. I. Compacting: 1. Perform compacting individually, for each 6 inch layer (maximum) loose thickness of backfill. Comply with ASTM D 1557. Where roadway or parking area surfaces will be placed over backfill and to 10 feet beyond building perimeter, compacted to 95 percent of maximum density. Elsewhere, 90 percent. Test in accordance with Divisions 01 and 02. , 2. Take special care in compacting under services where they enter building to prevent settling. Contractor fully responsible for damage to piping and property as a result of settling around service piping. J. Dispose surplus earth off -site in a suitable location. 200510 -11 of 13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS K. Place and maintain barricades, construction signs, torches, lanterns and guards as required during periods of open excavation to protect persons from injury and to avoid property damage. L. Leave premises thoroughly clean at completion of earthwork. M. Installation of Piping in Backfilled Areas: Wherever piping is to be installed in areas which have been excavated below pipe inverts, for any purpose, install piping to prevent subsequent settlement. Do not install piping until backfill is to full compaction, completed to minimum 18 inch above pipe to be installed. Install piping in re- excavated trenches and backfill as previously specified. N. Where subsidence is measurable or observable at mechanical work excavations during project warranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 3.12 PAINTING A. Touch -up: Cover scratches, abrasions, and similar damages to equipment with factory finished surfaces using matching factory furnished paint. B. Grilles, Registers and Diffusers: Paint inside surface of ducts, visible through grilles, registers, diffusers, and other openings with 1 coat of flat black paint to a point 2 feet from opening on straight ducts or around bend. Similarly, paint pipes and conduits visible through ceiling relief grilles. 3.13 MISCELLANEOUS EQUIPMENT AND FIXTURE CONNECTIONS A. General: Install piping, ducts, and make final mechanical connections in accordance with manufacturer's recommendations for Owner- furnished equipment and fixtures, and equipment and fixtures specified in Divisions 01 through 14. This applies to work of, but not limited to, Sections 224000, 232133, and 233300. B. Coordination: Perform on -site review and refer to manufacturer's Shop Drawings for details of connections. Perform rough -in at locations to conveniently serve items. 3.14 CLEANING AND HOUSEKEEPING A. General: Comply with requirements in Division 01 and Section 233410 for air handling equipment. 200510 - 12 of 13 RAISBECK AVIATION HIGH SCHOOL SECTION 200510 09819.00 BASIC MATERIALS AND METHODS B. Remove debris, cuttings, crates, cartons, and similar items, created by Divisions 20, 21, 22, and 23 Work at regular intervals. Perform at sufficient frequency to eliminate hazard to the public, other trades personnel, building, and the Owner's employees. C. Before Substantial Completion, carefully clean equipment, fixtures, exposed ducts and piping, and similar items. Remove construction labels, dirt, dust, cuttings, paint, plaster, mortar, concrete, and similar items. 3.15 COMMISSIONING A. Equipment and systems referenced in this section shall be commissioned per Sections 019113 and 200800. Contractor has specific responsibilities for scheduling, coordination, test development, testing and documentation. Coordinate commissioning activities with the Commissioning Authority. END OF SECTION 200510 - 13 of 13 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 202110 PIPING PART 1 GENERAL 1.1 SECTION INCLUDES SECTION 202110 PIPING A. Description: Work includes piping and associated appurtenances for piping that apply to multiple systems. Piping specific to a single system is specified in that particular section. B. General Requirements: Drawings and general provisions of the Contract, including General and Supplementary Conditions, Division 01, and Sections 200500 and 200510 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable city, county, and state codes,and ordinances. B. Codes and Standards: 1. ASME B31.1, Power Piping. 2. ASME B31.9, Building Services Piping. 3. NSF 61, Drinking Water Systems Components - Health Effects C. Installer Qualifications for Copper Press Fitting Couplings: Installers shall be certified by the pressure -seal joint manufacturer as having been trained and qualified to join piping with pressure -seal pipe couplings and fittings. D. Welding: Qualify processes and operators according to ASME BPVC, Boiler and Pressure Vessel Code, Section IX, Welding and Brazing Qualifications. 1. Comply with provisions in ASME B31 Series, "Code for Pressure Piping." 2. Certify that each welder has passed AWS qualification tests for welding processes involved and that certification is current. CITY OF 1� IKWIIA 1.3 SUBMITTALS MAY .Q 52010 A. Comply with requirements in Division 01 and Section 200500. PERMIT CENTER B. Product Data: Submit manufacturer's technical product data and maintenance data for each type of piping, fittings, and associated appurtenances. C. Welding certificates. D. Installer Qualification Data for Copper Press Fitting Couplings. E. Testing Reports: Pressure testing records. 202110 - 1 of 9 CORRECTION LTR# ?(6lO-011 RAISBECK AVIATION HIGH SCHOOL 09819.00 PART 2 PRODUCTS 2.1 GENERAL SECTION 202110 PIPING A. Pressure Ratings: Provide components with minimum pressure rating of 125 psig working pressure. Refer to other sections for higher working pressures. 2.2 MANUFACTURERS A. Steel Pipe: U. S. Steel, Sharon Tube, Vision Metals (formerly Quanex), CSI, Maruichi American (Mac Pipe) National. B. Copper Tubing: Cerro, Mueller, Wolverine. C. Steel Pipe Fittings: Anvil International, Mill Iron Works, Hackney, Ward, Phoenix, Allied, Nibco, Tube Forgings of America (TFA), Vogt, Bonney Forge, Stockham. D. Copper Tube Fittings: NIBCO °, Mueller, Elkhart. E. Gaskets: Crane, Garlock, U. S. Rubber, Anchor, Flexitallic. F. Shaped Nipples: Allied, Bonney Forge. G. Origin: Items shall be manufactured in the United States. 2.3 STEEL PIPING A. Pipe: Black steel, Schedule 40, standard weight for 10 inch and smaller and 0.375 inch wall for 12 inch and larger, ASTM A 53, Grade A or B, or ASTM A 106, Grade A, B, or C. B. Fittings: 1. 2 Inch and Smaller: 1 50 pound WSP, black malleable iron, screwed, ASME B16.3 and ASTM A 197; 3000 pound forged steel socket weld, ASME B16.11 and ASTM A 105 II. 2 -1 /2 Inch and Larger: Standard weight, seamless steel, butt welding, ASME B16.9, Grade WPB. OinS v C. Grooved Joint Couplings and Fittings: not be allowed. No exceptions. D. Unions, 2 Inches and Smaller: 150 pound WSP, black malleable iron, screwed, ASME 16.39, brass seat. E. Pipe Nipples: Same piping material as connecting piping; Schedule 80 for 1-1/2 inch unthreaded length with pipe sizes Tess than 1-1/4 inch. Close nipples not acceptable. Flanges: 202110 - 2 of 9 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 202110 PIPING , 1. 2 Inch and Smaller: 125 pound WSP, cast iron screwed, ASME B16.1 and ASTM A 126, Class B; 150 pound forged steel weld neck or slip -on, ASME B16.5 and ASTM A 181, Grade I; 1 50 pound forged steel socket weld, ASME B16.5 and ASTM A 181, Grade I. 2. 2 -1 /2 Inch and Larger: 150 pound forged steel weld neck or slip on, ASME B16.5 and ASTM A 181, Grade I. Flanges facing flat faced cast iron flanges with flat face finish. G. Gaskets: 1/16 inch thick compressed non - asbestos material selected for applicable temperature and pressure of systems installed. Full face gaskets for flat faced flanges. H. Joint Compound: Teflon tape. 2.4 COPPER TUBING A. Tubing, Above Ground: Type L copper water tube, hard-drawn, ASTM B 88. B. Tubing, Underground: Type K copper water tube, soft - drawn, ASTM B 88. C. Tubing, Flexible: Soft copper tubing, flexible stainless steel hose, or approved. Rated for design working pressure of application. For natural gas piping, refer to Section 221123. D. Fittings: Wrought copper fittings and screwed adapters for soldered and brazed joints, ASME B16.22; cast bronze fittings and screwed adapters for soldered and brazed joints, ASME B16.18. . Grooved Joint Couplings and Fittings: 1. Shall not be allowed. No exceptions. F. Copper Press Fitting Couplings: 1. Suitable for Types K and L hard drawn copper tubing for sizes 1/2 through 2- 1 /2 inch and soft drawn copper tubing for sizes 1 /2 through 1-1/4 inch. Press -to- connect joint made with pressing tool and jaw sets recommended by fitting manufacturer. NIBCO° Press SystemTM, no. substitutions. Contractor shall provide pressing tool and jaw set for all installed pipe sizes to Owner at final completion. 2. Approved by NSF International, IAPMO, UL and compliant with'UPC , NFPA 13, and NFPA 99. 3. Wrought copper fittings per ASTM B 75 conforming to ASME B16.18 or ASME B16.22. Rated to maximum 200 psig non -shock working pressure for temperature range between minus 20 to 250 F. G. Mechanically Formed T -Drill Fitting Method: 1. Shall not be allowed. No exceptions. 202110 - 3 of 9 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 202110 PIPING H. Unions: Wrought copper solder joint unions, ASME B16.22; cast bronze solder joint fittings, ASME B16.18. I. Flanges and Flanged Fittings: Cast bronze, 125 pound Class, ASME Standards. J. Gaskets: 1/16 inch thick compressed non - asbestos material selected for applicable temperature and pressure of systems installed. Full face gaskets for flat faced flanges. K. Joint Compound: Teflon tape. L. Solder Material: 95 percent tin, 5 percent antimony solder or 96 percent tin 4 percent silver conforming to ASTM B 32. Solder for domestic water piping lead free (not more than 0.2 percent lead). Flux water soluble conforming to ASTM B 813. J.W. Harris. "Bridgit ", Hardy & Harman, Allstate or approved. M. Brazing Material: Copper - phosphorus alloys, BcuP Series, conforming to AWS A5.8. Solder for domestic water piping lead free (not more than 0.2 percent lead). Flux water soluble conforming to ASTM B 813. J.W. Harris, Hardy & Harman, Allstate, or approved. PART 3 EXECUTION 3.1 INSPECTION A. General: Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this section. B. Protection: Protect surrounding areas and surfaces to preclude damage from work of this section. 3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A. General: Install,'apply, erect, and perform the work in accordance with Article "Quality. Assurance" provisions, specifications, and manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 3.4 PIPING INSTALLATION A. Install piping, fittings, and appurtenances in accordance with recognized industry practices which will achieve permanently leakproof piping systems, capable of performing each indicated service without piping failure. Install each run with minimum 202110 - 4 of 9 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 202110 PIPING joints and couplings, but with adequate and accessible unions or flanges for disassembly and maintenance replacement of valves and equipment. Reduce sizes (where indicated) by use of reducing fittings. Bushings not acceptable. Align piping accurately at connections, with 1/16 inch misalignment tolerance. Refer to Section 202115 for pipe hangers and supports. Install pipe generally sloped to permit drainage at low points, free from sags, bends, and traps, and in a manner to conserve space for other work. Refer to other sections for specific installation requirements. C. Location of Piping: 1. Piping plans, sections, details, and diagrams are diagrammatic indicating general arrangement of piping installation. Locate piping and include offsets to avoid interference with building structural members, equipment, building openings, light fixtures, ductwork, electrical work, and other obstructions. 2. Arrange piping to allow access for operation, service, disconnection, and removal and replacement of valves, fixtures, and equipment. 3. In general, maintain the maximum possible headroom in ways of egress, including pedestrian walkways and maintenance aisles, minimum headroom of 6' -8" from floor to bottom of any component. 4. Within buildings, conceal piping in walls and chases and above ceilings except where indicated in the Contract Documents to remain exposed. Do not cover or enclose work until completely inspected and approved. Should Work be covered or enclosed prior to inspections and approvals, uncover work as directed by the A /E. After Work has been inspected and approved, make repairs and replacements with materials as necessary to obtain approval of A/E at no additional cost to Owner. 5. Route piping parallel to column lines and perpendicular to floor unless indicated otherwise. D. Flexible Tubing: Install in sleeves below concrete slabs on grade for routing of services to kitchen and laboratory island fixtures and remote equipment. E. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. F. Install fittings for changes in direction and branch connections. G. Install piping to allow application of insulation. H. Install groups of pipes parallel to each other, spaced to permit applying insulation and servicing of valves. I. Clean interior of piping before making joints and placing in position by blowing clean with steam or compressed air. Maintain cleanliness of piping throughout installation. Install caps or plugs on open ends of cleaned piping. 202110 -5of9 RAISBECK AVIATION HIGH SCHOOL 09819.00 3.5 SCREWED JOINTS SECTION 202110 PIPING A. Use threads on iron and steel pipes, fittings and couplings in accordance with ASME B31.1. B. Produce sufficient lengths of high quality threads to insure full metal -to -metal contacts when screwed home in fittings. Countersink, ream and clean ends of pipes after threading. C. Make up full connections with not more than 3 full threads exposed, by such method that will not subject pipes or fittings to twisting or cross strains. Lubricate male threads with thread lubricant or pipe joint tape. D. Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds. 3.6 SOLDERED AND BRAZED JOINTS A. Comply with applicable provisions of ASTM B 828 or "Copper Tube Handbook" by CDA for soldered joints and "Brazing Handbook" by AWS for brazed joints. • B. Cut ends square and remove fins and burrs. Replace dents and damaged tubing with new tubing. C. Remove grease and oil from joints by wiping with clean cloth saturated with suitable chemical solvent. Clean with emery cloth. D. After cleaning, apply non - corrosive flux, apply heat and material and hold joint rigidly until hardened. E. Wipe excess material from exterior of joint before hardening. F. Before soldering and brazing remove stems and washers of valves. G. Braze 3 inch and larger piping. 3.7 WELDED JOINTS A. Weld 2 -1 /2 inch and larger steel piping, (and shaped nipples to existing piping for connection of new piping). Construct joints according to AWS D10.12. B. Bevel piping ends mechanically or by flame cutting. Where beveling is done by flame cutting, thoroughly clean surfaces of scale and oxidation just prior to welding. C. Do not split, bend, flatten or otherwise deform piping before, during, or after installation. During erection, take care to remove dirt, scale, and other foreign matter 202110 -6of9 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 202110 PIPING from inside piping by use of pipe swab or pipe "pig" before connecting sections, valves, equipment, and fittings. Where pipe temperature falls to 32 F or lower, heat pipe to approximately 100 F for distance of 1 foot each side of weld before welding, and finish weld before pipe cools to 32 F. D. Replace defective welds at no additional . cost to the Owner. Do not repair by adding weld material over defect or by peening. 3.8 COPPER PRESS FITTING COUPLINGS A. Use manufacturer- recommended tool and procedure. Leave insertion marks on pipe after assembly. 3.9 FLANGED JOINTS A. Match flanges within piping system, and at connections with valves and equipment. B. Clean flange faces and install gaskets concentrically positioned. C. Use suitable lubricants on bolt threads and tighten bolts to provide uniform compression of gaskets. 3.10 CLEANING AND INSPECTING A. Clean exterior surfaces of installed piping systems of superfluous materials, and prepare for application of specified coatings (if any). B. Inspect each run of each system for completion of joints, supports, and accessory items. C. Inspect pressure piping in accordance with procedures of ASME B31.1 and ASME B31.9 3.11 FLUSHING A. Isolate equipment from piping during flushing. Provide bypass piping and remove after flushing is completed. Provide cap, plug, or blind flange at pipe connections. B. Isolate equipment from piping during flushing. Provide bypass piping and remove after flushing is completed. Provide cap, plug, or blind flange at pipe connections. C. Remove strainer screens during flushing except those protecting control equipment. Clean screens protecting control equipment during flushing and after flushing is completed. Coordinate with controls system subcontractor to have automatic control valves fully open during flushing. D. Flush designated piping systems by circulating water through 100 mesh screen at 7 -1 /2 feet per second for 1 hour minimum. 202110 -7of9 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 202110 PIPING E. Flush heating water and chilled water piping. Flushing and sterilization of domestic water piping is specified in Section 221116. F. Following initial flushing but before the systems are refilled, reinstall strainer screens, coordinate with chemical treatment specialist specified in Section 232500 and provide assistance with chemical cleaning and addition of chemical treatment to the systems. 3.12 PRESSURE TESTING A. Provide equipment and apparatus necessary for tests. Make tests in presence of the A /E. Notify the A/E at least 48 hours before expected tests. B. Test piping systems after flushing, before insulation has been applied, and before backfilling. C. Test Pressures and Duration: Test piping systems at pressure of 1-1/2 times design working pressure or at 100 psig, whichever is greater. Maintain test pressure for sufficient time to permit complete inspection of system under test. Minimum 2 hour duration. Test in sections and test entire system when completely installed. D. Test Procedure: 1. Before tests, remove or valve off from the system gages, traps, pressure reducing valves, pumps, and other apparatus which may be damaged by test pressure. 2. Install calibrated test pressure gage in system to observe any loss in pressure. 3. Open normally closed control valves. 4. Test piping at metal temperature greater than 35 F. 5. Open vents, and other connections which can serve as vents, during filling so that air is vented prior to applying test pressure to system. E. Testing Media Requirements: 1. Use clean, fresh city water for hydrostatic testing of hydronic, condensate, and pumped condensate piping. Water temperature shall be not less than 60 F and not greater than 100 F. 2. Use oil -free clean dry compressed air for gaseous piping. 3. Drain water immediately after hydrostatic testing. Vent system while draining to avoid creating a vacuum. Blow out condensate piping with compressed air, including dead legs and low points. F. Test Repairs: 1. Remove materials such as gaskets and bolts damaged during tests and flushing and provide new components. 2. Use new gaskets each time a flanged joint is made up. 202110 - 8 of 9 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 202110 PIPING 3. Repair defects which develop during testing and retest piping systems until they show no defect or weakness and are tight. Do not use chemicals, stop -leak compounds, mastics, or other temporary repair methods. 4. Repair welded joints that are defective in accordance with applicable requirements. Re- examine repaired components by original method to determine freedom from defects, and retest repaired joints. G. Test Records: Make and submit records for each piping installation. Include copies in the Operation and Maintenance Manual. Include at a minimum, the following items: 1. Date of test. 2. Description and identification of piping tested. 3. Test fluid. 4. Test pressure. 5. Test duration. 6. Remarks, to include such items as: Leaks (type, location); repairs made on leaks. 7. Signature and date of person witnessing the test. 8. Certification by Contractor. 3.13 COMMISSIONING A. Equipment and systems referenced in this section shall be commissioned per Sections 019113 and 200800. Contractor has specific responsibilities for scheduling, coordination, test development, testing and documentation. Coordinate commissioning activities with the Commissioning Authority. END OF SECTION 202110 - 9 of 9 RAISBECK AVIATION HIGH SCHOOL SECTION 221116 09819.00 DOMESTIC WATER SYSTEM SECTION 221116 DOMESTIC WATER SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. Description: Work includes domestic water piping for potable and non - potable systems and associated appurtenances. B. General Requirements: Drawings and general provisions of the Contract, including General and Supplementary Conditions, Division 01, and Sections 200500, 200510, and 202110 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable city, county, and state codes and ordinances. B. Codes and Standards: 1. Applicable plumbing code pertaining to materials, products, and installation of domestic water piping. 1.3 SUBMITTALS A. Comply with requirements in Division 01 and Section 200500. B. Product Data: Submit manufacturer's technical product data and maintenance data for each item specified in this section. Include blank copy of test report form. C. Certificates: 1. Certificates of Inspection by Authorities Having Jurisdiction (AHJ) 2. Certificates of Satisfactory Bacteriological Test LA D. Test Reports: AY ;O 5:2010 1. Field test reports. 2. Submit completed copy of reports and include copy in the Operation and`TGIWR Maintenance Manual. 1.4 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION A. Section 230900 - Automatic Temperature Controls: Thermal wells, flow switches, and similar components. 221116 -1 of 7 CORRECTION LTR# 1 %IVO RAISBECK AVIATION HIGH SCHOOL SECTION 221116 09819.00 DOMESTIC WATER SYSTEM PART 2 PRODUCTS 2.1 GENERAL A. Basic piping materials and products required for work of this section are specified in Sections 200510, 200523, 202110, and 202115. Furnish products of sizes, ratings, and characteristics indicated, which comply with manufacturer's standard materials, design, and construction in accordance with published product information. Furnish quantity of piping and appurtenances required for complete installation. 2.2 POTABLE AND NON - POTABLE WATER PIPING A. All Sizes, Underground and Inside Building: Comply with requirements in Section 202110. Copper tubing only. Sweat, press fittings or flanged joint connections only 2.3 POLYETHYLENE (PEX) TUBING AND FITTINGS A. Tubing: 1. Material: Crosslinked polyethylene (PEX) manufactured by PEX -a (Engle method). 2. Material Standard: Manufactured in accordance with ASTM F 876 and ASTM F 877 and tested for compliance by an independent third party agency. 3. Ratings: Flame spread rating not greater than 25 and smoke developed rating not greater than 50 in accordance with ASTM E 84 for: a. 1/2 through 3/4 inch PEX tubing sizes at spacing not less than 18 inches apart. b. Larger PEX tubing sizes up to 2 inches when encased with fiberglass insulation at 0 inch spacing for maximum 3 adjacent pipes and 18 inch spacing to next tubing run. 4. Minimum Bend Radius (Cold Bending): No less than 6 times outside diameter. Use PEX tubing manufacturer bend supports if radius is less then stated. B. Fittings: r_1 1 -171 ' _1. Furnished by PEX tubing manufacturer. Comply with requirements in ASTM F877. r C i,I jPEX Fittings: a. Fittings manufactured in accordance with and from materials listed in M' 44 �'" - ASTM F 1960. b. Fitting assembly consisting of barbed adapter and applicable sized PEX ring. Barbed insert manufactured with 0-ring to facilitate pressure testing with air. D. Manufacturers: Upnor Wirsbo AQUAPEX with ProPEX fittings, REHAU North America, or approved. E. PEX tubing shall be acceptable for installation from electronic trap primer panels to floor drain primer connections only. No exceptions. 221116 -2of7 RAISBECK AVIATION HIGH SCHOOL SECTION 221116 09819.00 DOMESTIC WATER SYSTEM 2.4 BACKFLOW PREVENTERS A. Reduced Pressure Type: ASSE 1013, 175 psig working pressure, bronze body and working parts for 2 inch and smaller and cast iron body with FDA epoxy coated internal surfaces or Type 300 stainless steel for 2 -1 /2 inch and larger, stainless steel springs, with drain funnel. Include ball valves for 2 inch size and smaller and outside screw and yoke gate valves for 2 -1 /2 inch and larger on inlet and outlet, strainer on inlet, test cocks, and relief valve. B. Hose Connection Vacuum Breakers: ASSE 1011, nickel plated, nonremovable, with manual drain and garden -hose threads on outlet complying with ASME B1.20.7. Units . attached to rough- bronze - finish hose connections may be rough bronze. C. Intermediate Atmospheric Vent Type: ASSE 1012, suitable for continuous pressure application. Include inlet screen and 2 independent check valves with intermediate atmospheric vent. Chrome plated where located in finished spaces. D. Manufacturers: Watts, Ames, Wilkins, no substitutions. Model as listed in "Backflow Prevention Assemblies Approved for Installation in Washington State." 2.5 BASKET STRAINER A. Description: Cast iron body with bolted cover, flanged connections, and drain plug. Select strainer for 125 psi working pressure. Include Type 304 stainless steel screen with minimum 0.063 inch perforations. Interior of body with FDA approved epoxy coating. B. Manufacturers: Spirax Sarco, Metraflex, Watts, or approved. 2.6 WATER METERS A. Pulse Generator: Include pulsing generator for connection to the Direct Digital Control (DDC) system specified in Section 230900. Output pulse generator 3 -wire mercury wetted single pole, double throw contact. Pulse generator calibrated such that maximum digital output of 6 pulses per second shall correspond to maximum rating of meter. In lieu of pulse generator, meter may be equipped with internal components that communicate via RS 232 or RS 485 to DDC system. Internal components calibrated as required for pulse generator. 2.7 TRAP PRIMERS A. Electronic Type: Factory assembled unit with electronic module, 24 Volt transformer, solenoid valve, and integrated strainer, ball valve, brass atmospheric vacuum breaker, 221116 -3of7 RAISBECK AVIATION HIGH SCHOOL SECTION 221116 09819.00 DOMESTIC WATER SYSTEM multiport distribution manifold, and interconnecting piping. Assembly mounted in a galvanized steel enclosure with cover for surface or recessed installation as noted on drawings. ASSE 1044. Zurn Z1020, Precision Plumbing Products (P.P.P.), or approved. 2.8 PIPING SPECIALTIES A. Pipe Sleeves: Comply with requirements in Section 200510. B. Supports and Anchors: Comply with requirements in Section 202115. C. Thermometers and Pressure Gages: Comply with requirements in Section 202115. D. Pipe Escutcheons: Comply with requirements in Section 2021 15. E. Pipe Wrap: Comply with requirements in Section 202115. F. Valves: 1. General: Comply with requirements in Section 200523. 2. Vacuum Relief Valves: Brass body, high heat resistant disc. Valve closes quickly and tightly under pressure and opens on vacuum of not over 1/2 inch mercury. Watts No. N36 or approved. 3. Thermostatic Mixing Valves at Water Heaters, Banks of Showers, and Similar Applications: Comply with requirements in Section 224000. G. Water Hammer Arresters: General: Factory- sealed shock arresters with direct action bellows or piston, rated in accordance with Plumbing Drainage Institute Standard P.D.I. WH -201 Standard or ASSE 1010. Jay R. Smith, Josam, Sioux Chief, Precision Plumbing Products (P.P.P.), Zurn, or approved. PART 3 EXECUTION 3.1 INSPECTION A. General: Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this section. B. Protection: Protect surrounding areas and surfaces to preclude damage from work of this section. 221116 -4of7 RAISBECK AVIATION HIGH SCHOOL SECTION 221116 09819.00 DOMESTIC WATER SYSTEM 3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A. General: Install, apply, erect, and perform the work in accordance with Article "Quality Assurance" provisions, specifications, and manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. B. Do not cover up or enclose work until inspected and approved. If in non - compliance, uncover work, remove, and provide new to satisfaction of A/E at no additional cost to Owner. 3.4 PIPING INSTALLATION . Comply with requirements in Section 202110. B. Install pipe supports in accordance with MSS SP -69 and Section 202115, whichever is more stringent. C. Install hot and cold water piping runouts to fixtures of sizes indicated, but in no case smaller than required by applicable plumbing code. D. Install isolation valves at major toilet groups and as indicated on the Drawings. E. Install balancing valves specified in Section 200523 on domestic hot water and non - potable hot water recirculating systems at branch connections to mains. F. Install water meter on hydronic piping system water make -up pipe. G. Install water hammer arresters in accordance with Plumbing Drainage Institute Standard P.D.I. WH -201 or ASSE 1010 recommendations. Install at ends of hot and cold water pipes serving 2 or more fixtures and at solenoid valves, dishwashers, clothes washers, and other equipment having quick closing valves. 3.5 POLYETHYLENE TUBING AND FITTINGS INSTALLATION A. PEX tubing allowed where concealed in stud walls and in accessible ceiling spaces to serve floor drain and floor sink primer connections only, no exceptions. Install tubing with required insulation to meet flame spread and smoke developed ratings, in accordance with tubing manufacturer's recommendations, and as indicated in tubing manufacturer's installation handbook. B. Do not install within 6 inches of gas appliance vents and within 12 inches of recessed light fixtures. C. Do not solder within 18 inches of tubing in same waterline. Make sweat connections prior to making tubing connections. 221116 - 5 of 7 RAISBECK AVIATION HIGH SCHOOL SECTION 221116 09819.00 DOMESTIC WATER SYSTEM D. Do not expose tubing to direct sunlight for more than 30 days. If construction delays are encountered, cover tubing that is exposed to direct sunlight. E. Ensure no glues, solvents, sealants or chemicals come in contact with tubing without prior permission from tubing manufacturer. F. Use grommets or sleeves at penetrations for tubing passing through metal studs. G. Protect tubing with sleeves where abrasion may occur. H. Install engineered secondary pipe positioning and support systems specified in Section 202115 where tubing penetrates stud and joists and for horizontal supports. I. Use tubing manufacturer supplied bend supports where bends are less than 6 times outside pipe diameter. J• Locate supports at not less than 32 inches between hangers in accordance with manufacturer's tubing installation handbook and slope to drain. K. Install riser installations with epoxy- coated riser clamps at base of ceiling per floor. L. Install mid -story support for riser applications. M. Install underground tubing inside building in PVC pipe as specified in Section 202110. 3.6 MECHANICAL EQUIPMENT CONNECTIONS A. Connect hot and cold water piping to mechanical equipment as indicated on the Drawings. Comply with equipment manufacturer's installation instructions. Install shutoff valve and union for each connection and drain valve oh drain connection. Locate unions to allow removal of equipment without piping disassembly beyond union. B. Install supplies, stops, pressure reducing valves, and similar devices as required between kitchen plumbing fixtures and rough -in plumbing for a complete installation. Kitchen equipment supplier will install plumbing fixtures in Kitchen. 3.7 BACKFLOW PREVENTERS • A. Install in accordance with "Backflow Prevention assemblies Approved for Installation in Washington State. Install maximum 5 feet above finished floor. B. Route funnel drain to the nearest floor drain, mop sink, or other approved receptor. Avoid trip hazard. 221116 - 6 of 7 RAISBECK AVIATION HIGH SCHOOL SECTION 221116 09819.00 DOMESTIC WATER SYSTEM 3.8 PRESSURE TESTING A. Test piping at full working pressure in accordance with applicable plumbing code. Comply with requirements in Section 202110. Include test results in Operation and Maintenance Manuals. 3.9 EXTERIOR PIPING INSTALLATION A. Install exterior water service piping in compliance with local governing regulations. 3.10 STERILIZATION AND FLUSHING OF WATER PIPING A. After completion of water piping installation, flush system. Take sample of water from system to determine compliance with Health Department standards. Obtain necessary tests from governing Health Department. If sample is not in compliance, perform sterilization. • B. Sterilize for eight hour contact time with 50 parts per million chlorine concentration. Open valves several times. Follow by flushing with clean water until residual chlorine is less than 0.2 parts per million. Sterilizing non- potable water piping not required. C. After flushing and sterilization are complete, conduct tests to determine compliance with Health Department standards for sterilization results. If pipe system is found to be contaminated, correct defects and perform additional flushing and sterilization until satisfactory results are obtained. D. Submit written certification of flushing and sterilization by local AHJ. 3.1 1 PLUMBING SYSTEMS TRAINING A. Comply with requirements in Section 200810. Total of 6 hours. 3.12 COMMISSIONING A. Equipment and systems referenced in this section shall be commissioned per Section 200800. Contractor has specific responsibilities for scheduling, coordination, test development, testing and documentation. Coordinate commissioning activities with the Commissioning Authority. END OF SECTION 221116 - 7 of 7 RAISBECK AVIATION HIGH SCHOOL SECTION 221.123 09819.00 NATURAL GAS PIPING SYSTEMS SECTION 221 123 NATURAL GAS PIPING SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. Description: Work includes natural gas piping and associated appurtenances. B. General Requirements: Drawings and general provisions of the Contract, including General and Supplementary Conditions, Division 01, and Sections 200500 and 200510 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable city, county, and state codes and ordinances. B. Codes and Standards: 1. ANSI Z21.80, Standard for Line Pressure Regulators. 2. ASME B31.2, Fuel Gas Piping. 3. International Fuel Gas Code. 4. NFPA 54, National Fuel Gas Code. 5. Local gas utility company coordination requirements for gas service. 1.3 SUBMITTALS A. Comply with requirements in Division 01 and Section 200500. B. Product Data: Submit manufacturer's technical product data and maintenance data for each item specified in this section. C. Testing Reports: Pressure testing records. PART 2 PRODUCTS 2.1 GENERAL CITY Don, MAY PERMIT GENT EFL CORRECTION LTR# A. Basic piping materials and products required for work of this section are specified in Sections 200510, 202110, and 202115. Furnish products of sizes, ratings, and characteristics indicated which comply with manufacturer's standard materials, design, and construction in accordance with published product information. Furnish quantity of piping and appurtenances required for complete installation. Furnish materials and products complying with ASME B31.2 where applicable with pressure rating on natural gas piping system selected for maximum design pressures. 221123 -1 of 5 V&W01I RAISBECK AVIATION HIGH SCHOOL SECTION 221123 09819.00 NATURAL GAS PIPING SYSTEMS 2.2 INDOOR AND OUTDOOR NATURAL GAS PIPING A. Pipe and Fittings: Comply with requirements in Section'2021 10. For exposed installations, use steel piping with the following exceptions: 1. Grooved Joint Couplings and Fittings and Teflon Tape on Screwed Connections: Not acceptable. 2. Unions: Use only type approved by UPC and AHJ. 3. Fittings: Malleable iron screwed where acceptable to the AHJ, otherwise forged steel socket weld. 4. Flexible Tubing: Type 300 series corrugated stainless steel tubing (CSST) and flame retardant jacket with compatible mechanical brass fittings acceptable. Gastight Division /Titeflex Corp. or Dumont. 5. Flexible Connector: Type 304 braided stainless steel. Screwed, welded, or flanged ends. CSA approved. UL listed for flammable and combustible gases and liquids. Rated for 175 psig at 70 F. Flex -Hose UltraFuel Flex or approved. 2.3 UNDERGROUND NATURAL GAS PIPING (EXTERIOR TO BUILDING) A. Pipe and Fittings: ASTM D 2513, SDR II polyethylene (PE), 60 psi minimum working pressure as approved by local authorities. B. PE Fittings: ASTM D 2683, socket - fusion type or ASTM D 3261, butt - fusion type with dimensions matching PE pipe. C. Where underground steel piping and fittings are required for connections to gas meter assembly and for exposed piping, finish with field applied pipe wrap. Comply with requirements in Section 202115. 2.4 VALVES A. Gas Cocks 1-1/2 Inch and Smaller: 175 psig non -shock WOG, bronze straightway, flat or square head, threaded9.nd�s`� Include handle. Nordstrom No. 142, NIBCO, or k. approved. Gas Cocks 2 Inch and Larger: 175 psig non -shock WOG, cast iron body, bronzed ,mounted, straightway cock, square head, flanged ends. Include handle. Nordstrom No. +143, NIBCO, or approved. C. Solenoid Valves: Line size, brass or aluminum body, Nitrile rubber seats and disc, line voltage, two -way, normally closed, manual reset, visual indication. UL Listed and labeled and FM approved for fuel gas service. ASCO Red Hat 8000 Series or approved. D. Seismic Shutoff Valves: UL and IAMPO listed and labeled. Rated for. 60 psig maximum working pressure. Include visual open /close indicator, manual reset, and preset tripping mechanism. Sen in means shall actuate shut -off within 5 seconds when subjected to ® 3 221123 -.2of5 RAISBECK AVIATION HIGH SCHOOL SECTION 221 123 09819.00 NATURAL GAS PIPING SYSTEMS horizontal sinusoidal oscillation having peak acceleration of 0.3g for period of 0.4 seconds. Pacific Seismic Products, or. approved. 2.5 PRESSURE REGULATOR A. Indoor Locations: Aluminum die cast body, corrosion resistant internal parts, synthetic rubber diaphragm, nitrile rubber self - aligning valve. Valve factory assembled and leak tested. Regulator valve with over - pressure protection device and automatic vent limiting device so that venting regulator to atmosphere is not required. Regulator selected for capacity and inlet and outlet pressures indicated on the Drawings. CSA certified. Comply with ANSI Z21.80. Maxitrol 325 Series or approved. 2.6 GAS METER ASSEMBLY A. By local gas utility. B. Coordinate for meter to be equipped with a pulse signal output for connection to Direct Digital Control (DDC) system specified in Section 230900. 2.7 PIPING SPECIALTIES A. Pipe Sleeves: Comply with requirements in Section 200510. Use cast iron pipe sleeves through exterior walls, both above and below grade. B. Supports and Anchors: Comply with requirements in Section 202115. C. Pipe Escutcheons: Comply with requirements in Section 202115. D. Vent Cap: Screened type. Clay & Bailey CB -300. PART 3 EXECUTION 3.1 INSPECTION A. General: Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this section. B. Protection: Protect surrounding areas and surfaces to preclude damage from work of this section. 221123 - 3 of 5 • RAISBECK AVIATION HIGH SCHOOL SECTION 221 123 09819.00 NATURAL GAS PIPING SYSTEMS 3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A. General: Install, apply, erect, and perform the work in accordance with Article "Quality Assurance" provisions, specifications, and manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. B. Do not cover up or enclose work until inspected and approved. If in non - compliance, uncover work, remove, and provide new to satisfaction of A/E at no additional cost to Owner. 3.4 INDOOR AND OUTDOOR PIPING AND COMPONENT INSTALLATION A. Comply with requirements in Section 202110. B. Comply with NFPA 54 for installation and purging of natural gas piping. C. Install pipe supports in accordance with MSS SP -69 and Section 221123, whichever is more stringent. D. Remove cutting burrs before assembling piping. E. Use sealants which are chemically resistant to natural gas on metal gas piping threads. Use sealants sparingly, and apply to only male threads of metal joints. F. Ground gas piping electrically and continuously within project. Bond tightly to grounding connection. G. Install drip legs in gas piping at equipment connections and where required by code. H. Install "Tee" fitting with bottom outlet plugged or capped at bottom of pipe risers. I. Install dielectric unions where dissimilar metals are joined. 1• Install piping with 1 inch slope in 60 feet (0.14 per cent) in direction of flow. K. For concealed installations, flexible tubing allowed where concealed in stud walls and where installed in vented PVC sleeves below slabs on grade. Install steel pipe for other concealed locations. L. For pressure regulators installed outdoors, pipe vent full size and terminate with weatherproof vent cap or 180 degree fitting with screen. M. Install gas valves at branch connections and risers. Locate to be accessible and protected from possible injury. 221123 - 4 of 5 RAISBECK AVIATION HIGH SCHOOL SECTION 221 123 09819.00 NATURAL GAS PIPING SYSTEMS . 3.5 UNDERGROUND PIPING INSTALLATION (EXTERIOR TO BUILDING) A. Comply with NFPA 54 for installation and purging of natural gas piping. B. Install underground, natural gas piping buried at least 36 inches below finished grade. Comply with requirements in Division 32 for excavating, trenching, and backfilling. C. Install underground PE natural gas piping according to ASTM D 2774. D. Apply pipe wrap specified in Section 202115 on underground steel piping and fittings. 3.6 EQUIPMENT CONNECTIONS A. Connect gas piping to gas -fired equipment item with drip leg, shutoff gas cock, and flexible connector. Do not conceal components. Install gas valves to allow for easy access. Comply with equipment manufacturer's installation instructions. 3.7 FLUSHING OF NATURAL GAS PIPING A. After completion of natural gas piping installation and prior to pressure testing, flush interior surfaces by injecting dry nitrogen into open ends of piping just prior to making final connections to equipment and utility services. 3.8 PRESSURE TESTING A. Test natural gas piping in accordance with ASME B31.2, and local utility requirements and this section. Comply with requirements in Section 202110. Include test results in Operation and Maintenance Manual. 3.9 PLUMBING SYSTEMS TRAINING A. Comply with requirements in Section 200810. Total of 4 hours. 3.10 COMMISSIONING A. Equipment and systems referenced in this section shall be commissioned per Sections 019113 and 200800. Contractor has specific responsibilities for scheduling, coordination, test development, testing and documentation. Coordinate commissioning activities with the Commissioning Authority. END OF SECTION 221123 - 5 of 5 RAISBECK AVIATION HIGH SCHOOL 09819.00 PART 1 GENERAL SECTION 221316 SOIL, WASTE, VENT, AND STORM DRAIN PIPING SYSTEMS SECTION 221316 SOIL, WASTE, VENT, AND STORM DRAIN PIPING SYSTEMS 1.1 SECTION INCLUDES A. Description: Work includes building drainage piping and associated appurtenances. ■ B. General Requirements: Drawings and general provisions of the Contract, including General and Supplementary Conditions, Division 01, and Sections 200500 and 200510. apply to Work in this section. . 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable city, county, and state codes and ordinances. B. Code:. Applicable plumbing code pertaining to materials, products, and installation of soil, waste, vent, and storm drain piping. 1.3 SUBMITTALS A. Comply with requirements in Division 1 and Section 200500. B. Product Data: Submit manufacturer's technical product data and maintenance data for each item specified in this section. Include blank copy of test report form. PART 2 PRODUCTS 2.1 GENERAL A. Basic piping materials and products required for work of this section are specified in Sections 200510, 202110, and 202115. Furnish products of sizes, ratings, and characteristics indicated which comply with manufacturer's standard materials, design, and construction in accordance with published product information. Furnish quantity f n(KQO piping and appurtenances required for complete installation. ClAA B. Piping specified in this section apply to the following systems: MAY .0 5 201 1. Waste and vent. PERMIT CENTER 2. Grease waste and vent. 3. Indirect drain for equipment, air vent, cooling coil condensate drains and similar applications.. CORRECTION LTR# Vicf10 221316 -1 of 8. RAISBECK AVIATION HIGH SCHOOL 09819.00 2.2 MANUFACTURERS SECTION 221316 SOIL, WASTE, VENT, AND STORM DRAIN PIPING SYSTEMS A. Drains, Cleanouts, and Miscellaneous: Jay R. Smith, Josam, Wade, Zurn, Watts Drainage, Highland Tank, Orion or approved. Jay R. Smith model numbers are listed. 2.3 PIPING, TUBING, AND FITTINGS A. Piping Materials: 1. Cast Iron: a. Pipe: Service weight cast iron soil pipe marked with collective trademark of Cast Iron Soil Pipe Institute (CISPI). AB &I Foundry, Charlotte Pipe and Foundry, or Tyler Pipe. No substitutions. b. Hub and Spigot Joints: ASTM A 74, compression gasketed type, specifically designed for pipe and fittings used or caulked type. Gaskets ASTM C 564, rubber. c. Hubless Joints: ASTM A 888 or CISPI No. 301 and CISPI No. 310. 1) Couplings for Underground Pipe and Fittings: Compliant with Factory Mutual Research Standard FM 1680, Type 304 stainless steel housing or shield and stainless steel clamps, neoprene gasket with sealing rings to ASTM C 564. Clamp -AII Hi Torque 80 or Husky SD 4000. No substitutions. 2) Couplings for Above - Ground Pipe and Fittings: Type 304 stainless steel housing or shield and stainless steel clamps, neoprene gasket with sealing rings to ASTM C 564. Clamp -AII Hi Torque 80, Husky SD 2000, or Mission Rubber Company HeavyWeight Coupling. No substitutions. d. Fittings: ASTM A 74 for hub and spigot piping and ASTM A 888 or CISPI 301 for hubless piping. 2. Galvanized Steel: a. Pipe: Standard weight or Schedule 40, ASTM A 53 or ASTM A 106. b. Fittings: 1) Drainage Fittings: Galvanized cast iron drainage . pattern, screwed, ASME B16.12 2) Vent Fittings: 1 50 pound galvanized malleable iron, screwed, ASME B16.3. 3. Copper: a. Pipe: Type DWV, hard drawn drainage tubing, ASTM B 306. litA»iT ;O Y; b. Fittings: Cast copper, ASME B16.23 or wrought copper, ASME B16.29, solder titt;S . t.1 Ytki• , joint. 4. Ductile Iron: *;" , a. Pipe: Mechanical joint, AWWA C151, with bell and spigot end. b. Fittings: Ductile or gray iron standard pattern, AWWA C1 10, or ductile iron compact pattern, AWWA C1 53. c. Glands, Gaskets, Tie Rods, and Bolts: Ductile or gray,iron glands, rubber gaskets and steel tie rods and bolts, AWWA C1 1 1. 1 1 0 221316 - 2 of 8 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 221316 SOIL, WASTE, VENT, AND STORM DRAIN PIPING SYSTEMS B. Above- Ground Waste, Vent, Rainleader, and Overflow Rainleader Piping: 1. 1-1/2 Inch and Smaller: Galvanized steel, cast iron, or copper. 2. 2 Inch and Larger: Cast iron. C. Underground Waste, and Vent Piping: Cast iron. D. Indirect Drain (Condensate) Piping: Copper. 2.4 CLEANOUTS A. Standard: Fabricate in accordance with ASME A 1 12.36.2M. B. Floor Cleanouts (FCO) in Finished Spaces: Coated cast iron body and frame, round adjustable secured nickel- bronze top, taper thread, bronze plug. Include carpet clamping frame where installed in floors with carpet. Verify floorfinish with room finish schedule on the architectural drawings. Jay R. Smith Figure 4023S. C. Floor Cleanouts (FCO) in Unfinished Spaces: Coated cast iron body and frame,.round adjustable scoriated cast iron top with non -tilt heavy duty cover, taper thread, bronze plug. Jay R. Smith Figures 42435 or 4253S. D. Wall Cleanouts (WCO): Cast bronze plug with taper thread, round stainless steel cover and vandal proof screw. Length of screw to suit installation requirements. Jay R. Smith Figure 4472T. 2.5 VENTS THROUGH ROOF A. Vent Flashings: 1. Dektite flashings (flexible rubber boot flashing) at pipe penetrations through steel or composition roofs. 2. Use 4 pound per square foot seamless lead flashing skirt, minimum of 8 inches extending from pipe, with conical galvanized steel reinforcing boot and counterflashing fitting on built -up roofing. B. Vandal Proof Vent Caps: Coated cast iron, full size of vent pipe, caulked base connection for cast iron pipes, threaded base for steel pipes with recessed set screw. Jay R. Smith Figure 1748. 2.6 FLOOR DRAINS A. Standard: Fabricate in accordance with ASME A 112.6.3. 221316 - 3 of 8 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 221316 SOIL, WASTE, VENT, AND STORM DRAIN PIPING SYSTEMS B. FD -1, Floor Drain: Two -piece coated cast iron body, double drainage flange, reversible flashing collar, weepholes, bottom outlet, 5 inch adjustable round nickel bronze strainer, trap primer connection, and vandal proof screws. Jay R. Smith Figure 2005. C. FD -2, Floor Drain with Hinged Grate: Provide cast iron flanged receptor with acid resistant coated interior, nickel bronze rim with dome strainer and optional hinged grate, 2" outlet. Manufacturer: J.R. Smith 3150Y -19 or Josam, Wade or Zurn D. FD -3, Floor Drain, Exterior Dumpsters and Can Wash: Coated cast iron body and flashing collar, galvanized• 12 inch diameter cast iron grate, cast iron slotted sediment bucket, and vandal proof grate. Jay R. Smith Figure 2230. E. FFD -1, Funnel Floor Drain: Two -piece coated cast iron body, double drainage flange, reversible flashing collar, weepholes, bottom outlet, adjustable square polished bronze strainer, 6 inch diameter polished bronze funnel assembly, and trap primer connection. Jay R. Smith Figure 3510 modified with Figure 3581 funnel. 2.7 FLOOR SINKS A. Standard: Fabricate in accordance with ASME A 112.6.3. B. FS -1, Floor Sink with Half Grate: J.R. Smith 3101 -Y with 2" outlet, half -grate and sediment bucket. 81/2" square. C. FS -2, Floor Sink with Half Grate: J.R. Smith 3161 -Y with half -grate with 3" outlet, half - grate and sediment bucket. 12 V2" square. 2.8 INTERCEPTORS AND SEPARATORS A. Exterior Grease Interceptor: Underground precast reinforced concrete construction, 2 sections. Capacity as indicated on the Drawings. Utility Vault Co. or approved. 1. Construction: a. Concrete: 28 day compressive strength f'c = 4500 psi. b. Rebar: ASTM A 61 5, Grade 60. c. Mesh: ASTM A 185, Grade 65. d. Design: ACI- 318 -83 Building Code and ASTM C 857 "Minimum Structured Design Loading for Underground Precast Concrete Utility Structures." 2. Loads: H -20 truck with 30 percent impact per AASHTO. B. Plaster /Clay /Solids Interceptor: Coated cast iron body and aluminum gasketed cover and sediment strainer with removable stainless steel screens. Jay R. Smith 8710T. C. Air Gap, Fixed: Cast iron, set screw inlet connection, threaded, no hub, or spigot outlet, maximum 20 inch long, located between drain outlet and plumbing drainage system to 221316 -4of8 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 221316 SOIL, WASTE, VENT, AND STORM DRAIN PIPING SYSTEMS prevent cross - connection. Fabricate in accordance with ASME A 112.1.2. Jay R. Smith Figures 3950, 3951, or 3955. D. Dishwasher Air Gap Fittings: 1. Fitting: ASSE 1021, fitting suitable for deck mounting for use with domestic dishwashers. Plastic body, chrome - plated brass cover and capacity of 5gpm minimum. Inlet pressure of 5 psig minimum at temperature of 140 F minimum. Include 5/8 inch ID inlet and 7/8 inch ID outlet hose connections. 2. Hoses: Rubber suitable for temperature of 140 F minimum. a. Inlet Hose: 5/8 inch ID, 48 inches long. b. Outlet Hose: 7/8 inch ID, 48 inches long. 2.9 PIPING SPECIALTIES A. Pipe Sleeves: Comply with requirements in Section 200510. Use black steel or cast iron pipe for pipe sizes 6 inch diameter and larger. B. Supports: Comply with requirements in Section 202115. C. Pipe Escutcheons: Comply with requirements in Section 202115. D. Pipe Wrap: Comply with requirements in Section 202115. PART 3 EXECUTION 3.1 INSPECTION A. General: Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this section. B. Protection: Protect surrounding areas and surfaces to preclude damage from work of this section. 3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A. General: Install, apply, erect, and perform the work in accordance with Article "Quality Assurance" provisions, specifications, and manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. 221316 - 5 of 8 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 221316 SOIL, WASTE, VENT, AND STORM DRAIN PIPING SYSTEMS B. Do not cover up or enclose work until inspected and approved. If in non - compliance, uncover work, remove, and provide new to satisfaction of A/E at no additional cost to Owner. 3.4 PIPING INSTALLATION A. General: 1. Comply with requirements in Section 202110. 2. Install with uniform pitch of at least 1/4 inch per foot for horizontal waste, rainleader, and overflow rainleader piping, unless otherwise indicated on the Drawings or allowed by AHJ. 3. Install cast iron soil piping according to CISPI's "Cast Iron Soil Pipe and Fittings Handbook ". 4. Pitch vents for proper drainage. Vent piping may be installed horizontal if required to avoid conflict with building elements. 5. Joints and Connections: a. Bell and Spigot: Neoprene compression seals. b. Hubless: Alternately and incrementally tighten clamp bolts to manufacturer's recommended torque value, using single setpoint torque wrench specifically manufactured for this purpose. Do not use screwdrivers or other types of wrenches. Retorque after 24 hours if required by manufacturer's installation instructions. 6. Copper waste piping for urinals not acceptable. 7. Clean interior of piping of dirt and other superfluous material as work progresses. Maintain swab in piping and pull past each joint as completed. 8. Place plugs in ends of uncompleted piping at end of day or whenever work stops. B. Above - Ground Piping: 1. Support horizontal piping to maintain alignment, prevent grade reversals, and prevent sagging. 2. Support vertical stacks at each floor with riser clamps. 3. Hub and Spigot Pipe: Support at 5 feet maximum centers and within 18 inch of each joint. Minimum 1 hanger or support between any 2 joints and fittings. 4. Hubless Pipe: Provide hangers and supports in accordance with applicable plumbing code. C. Underground Piping: 1. Perform trenching and backfilling associated with plumbing installation in accordance with pertinent provisions of excavating, filling, and grading requirements in Division 31 and Section 200510. 2. Laying of Hub and Spigot Piping: Install in bedding of trench, graded to provide uniform support for pipe, and to permit joining. Install hubs at upgrade end. 221316 -6of8 RAISBECK AVIATION HIGH SCHOOL 09819.00 3.5 CLEANOUTS SECTION 221316 SOIL, WASTE, VENT, AND STORM DRAIN PIPING SYSTEMS A. Install waste, rainleader, and overflow rainleader cleanouts at base of stacks and in accordance with requirements in the applicable plumbing code. Full pipe size, 4 inch maximum. Locate at minimum 50 foot intervals for piping 4 inch and smaller and at 100 foot intervals for piping 6 inch and larger. B. Install wall cleanouts in restrooms with greater than 2 water closets and urinals. C. Install wall cleanout at sinks below trap arm connection. D. Demonstrate removal of cleanout covers. 3.6 VENTS THROUGH ROOF A. Locations shown on the Drawings are preliminary. Coordinate final locations with other trades, minimum 10' -0" from outside air intakes. B. Install flashings and flashing sleeves to be weatherproof. Install flanges in roofing materials to form watertight connection. C. Install vandal proof vent caps on each vent pipe passing through roof. Locate base of cap 6 inches above roof surface or higher where required by the applicable plumbing code. Secure set screw. 3.7 EQUIPMENT CONNECTIONS A. Install soil and waste piping runouts to plumbing fixtures and drains with approved trap and sizes indicated on the Drawings, but in no case smaller than that required by the applicable plumbing code. B. Locate piping runouts as close as possible to bottom of floor slab supporting fixtures and drains. C. Make gas- and watertight. Use 1 piece special molded gaskets for connections between outlet of fixtures and soil pipe flanges. D. Install trap where manufacturer does not include trap for fixture. Install to be removable for servicing and replacement. E. Coordinate soil, waste, and rainleader piping as necessary to interface with floor drains, floor sinks, and roof drains. 221316 -7of8 RAISBECK AVIATION HIGH SCHOOL 09819.00 SECTION 221316 SOIL, WASTE, VENT, AND STORM DRAIN PIPING SYSTEMS F. Install floor drains and floor sinks in accordance with written manufacturer's instructions at low points of surface areas to be drained or as indicated on the Drawings. Set tops of drains flush with finished floor. Coordinate with architectural and kitchen drawings. G. Install drain flashing collar or flange so that no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes. H. Install condensate drains from cooling coil condensate drains with trap. Terminate with 1 inch air gap over floor drain, floor sink, service sink, outdoors, or as indicated on the Drawings. 3.8 PRESSURE TESTING A. Test drainage piping in accordance with applicable plumbing code. Comply with requirements in Section 202110. Test by air or water for metal piping and by air for ABS piping. For installation where pressure testing was performed on multiple sections of pipes, retest once all waste and vent piping has been installed. Include test results in Operation and Maintenance Manuals. 3.9 COMMISSIONING A. Equipment and systems referenced in this section shall be commissioned per Sections 019113 and 200800. Contractor has specific responsibilities for scheduling, coordination, test development, testing and documentation. Coordinate commissioning activities with the Commissioning Authority. END OF SECTION 221316 -8of8 RAISBECK AVIATION HIGH SCHOOL SECTION 221 513 09819.00 COMPRESSED AIR PIPING SYSTEMS SECTION 221513 COMPRESSED AIR PIPING SYSTEMS PART 1 GENERAL 1.1 SECTION INCLUDES A. Description: Work includes compressed air piping, air compressors, receivers, lubricators, regulators, and associated appurtenances. B. General Requirements: Drawings and general provisions of the Contract, including General and Supplementary Conditions, Division 01, and Sections 200500, 200513, and 200510 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable city, county, and state codes and ordinances. B. Codes and Standards: 1. ASME B31.1, Power Piping, for compressed air piping operating at more than 150 psig. 2. ASME B31.9, Building Services Piping, for compressed air piping operating at 150 psig or Tess. 1.3 SUBMITTALS A. Comply with requirements in Division 1 and Section 200500. B. Product Data: Submit manufacturer's technical product data and maintenance data for each item specified in this section. Include blank copy of test report form. C. Shop Drawings: Indicate (using large scale) details of construction conditions, joints and accessories, dimensions, and finishes. D. Test Reports: 1. Field start -up and test reports. 2. Submit completed copy of reports and include copy in the Operation and Maintenance Manual. PART 2 PRODUCTS 2.1 GENERAL CITY IA MAY 5 201 PERMIT CENTER CORRECTION LTR# I A. Basic piping materials and products required for work of this section are specified in Sections 200510, 2021 10, and 202115. Furnish products of sizes, ratings, and 221513 -1 of5 17VID"011 RAISBECK AVIATION HIGH SCHOOL 09819.00 f SECTION 221513 COMPRESSED AIR PIPING SYSTEMS characteristics indicated which comply with manufacturer's standard materials, design, and construction in accordance with published product information. Furnish quantity of piping and appurtenances required for complete installation. 2.2 INDOOR COMPRESSED AIR PIPING A. Pipe and Fittings: Comply with requirements in Section 202110 for black steel piping. 2.3 AIR COMPRESSOR A. Description: Factory assembled package with compressor mounted on a vertical receiver. B. Air Compressor: Pressure lubricated, two stage, air cooled, belt driven motor supported on a vertical receiver. Compression main bearings either roller or ball type. Include open drip proof motor mounted on adjustable slide rails. Include pressure gage, gage cock, pulsation dampener, intake air filter, and enclosed belt guard. C. Receiver: Integral, Vertical, galvanized steel, designed for 200 psig and constructed to ASME. Factory air test to 1-1/2 times working pressure. Include safety relief valve, pressure gage, and automatic electronic drain. D. Electrical and Controls: Include magnetic motor starter and high and low pressure switches for single point electrical connection. E. Manufacturers: Ingersoll -Rand, Quincy, or approved. 2.4 REFRIGERATED AIR DRYER A. Description: Non - cycling, refrigerated with hermetic reciprocating compressor, unit mounted starter, air - cooled aftercooler, moisture separator, coalescing after filter, and automatic type drain. Capacity not less than that for the air compressor. B. Refrigerant: R -134a. C. Instrumentation: On /off switch, power on light, high evaporator air temperature light, air inlet temperature gage, refrigerant suction pressure gage, air outlet pressure gage, and air inlet pressure gage. D. Manufacturers: Inger iI,I Rapti, 2EKS, Hankison International, Pneumatech, Quincy, or approved. 4jj{IC. C YAM 2.5 COMBINATION FILTER /REGULATO,R',» e Description: Filter element sintered polypropylene for filtration to 5 microns. Filter with zinc metal bowl. Nitrite seals. Maximum operating condition 250 psig and 175 F. 221513 - 2 of 5 1 RAISBECK AVIATION HIGH SCHOOL SECTION 221513 09819.00 COMPRESSED AIR PIPING SYSTEMS Include gage on regulator for range from 0 to 160 psig. Adjustable pressure setpoint over entire gage range. Wilkerson Combination Unit C Series or approved. 2.6 AUTOMATIC ELECTRONIC DRAIN A. Description: Automatic electronic drain, floating seal solenoid, adjustable drain cycle time, adjustable valve open period, 200 psig rated valve, wall mount tabs, 110 Volt. Quincy Northwest Posi -Drain or approved. 2.7 QUICK DISCONNECT COUPLINGS A. Description: Brass, 125 psig working pressure. Female side of coupling (fixed end) with male thread connection and automatic shutoff. Male side with hose stem and ball check. 2.8 HOSE REELS' A. Description: Brass, compatible hose, clamps, couplings, and splicers suitable for compressed air service, 1/2 inch nominal diameter rated for 200 psig minimum working pressure, 30 foot length. B. Hose: Reinforced single wire braid, CR- covered hose for compressed air service. C. Hose Clamps: Stainless steel clamps or bands. 2.9 COMPRESSED AIR HOSE A. Description: Multipurpose compressed air hose for use with pneumatic hand tools, 1/2 inch nominal diameter, 50 foot length. Include end fittings for connecting to quick disconnect couplings and to hand tools. Furnish 1 roll of hose for Owner's use. 2.10 PIPING SPECIALTIES A. Pipe Sleeves: Comply with requirements in Section 200510. B. Supports and Anchors: Comply with requirements in Section 202115. C. Pressure Gages: Comply with requirements in Section 2021 15. D. Pipe Escutcheons: Comply with requirements in Section 202115. E. Valves: Comply with requirements in Section 200523. 221513 - 3 of 5 RAISBECK AVIATION HIGH SCHOOL SECTION 221 513 09819.00 COMPRESSED AIR PIPING SYSTEMS PART 3 EXECUTION 3.1 INSPECTION A. General: Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this section. B. Protection: Protect surrounding areas and surfaces to preclude damage from work of this section. 3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A. General: Install, apply, erect, and perform the work in accordance with Article "Quality Assurance" provisions, specifications, and manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. B. Do not cover up or enclose work until inspected and approved. If in non - compliance, uncover work, remove, and provide new to satisfaction of A/E at no additional cost to Owner. 3.4 INDOOR PIPING INSTALLATION A. Comply with requirements in Section 202110. B. Install with minimum uniform pitch of 1/8 inch per foot towards drain. C. Install 6 inch long capped and valved drip leg at bottom of each air drop and at end of each main and branch main. D. Install piping adjacent to equipment and specialties to allow service and maintenance. E. Install branch connections to compressed air mains from top of main. F. Install pressure gage on discharge piping from each air compressor and on each receiver. G. Install piping free of sags and bends. H. Connect compressed air piping to air compressors and to compressed air outlets and equipment requiring compressed air service. 221513 - 4 of 5 RAISBECK AVIATION HIGH SCHOOL SECTION 221513 09819.00 COMPRESSED AIR PIPING SYSTEMS I. Install unions adjacent to each valve and at final connection to each piece of equipment, machine and specialty. J• Apply pipe wrap specified in Section 202115 on underground steel piping and fittings. 3.5 INSTALLATION OF COMPRESSED AIR EQUIPMENT AND COMPONENTS A. Install equipment with clearances for service and maintenance. B. Floor Mounted Equipment: 1. Install on level surface. 2. Anchor bolt to housekeeping pads. Comply with requirements in Section 200548 for vibration isolators and seismic restraints. 3.6 EQUIPMENT CONNECTIONS A. Connect compressed air piping to mechanical equipment as indicated on the Drawings. Comply with equipment manufacturer's installation instructions. Install shutoff valve and union for each connection and drain valve on drain connection. Locate unions to allow removal of equipment without piping disassembly beyond union. 3.7 FLUSHING OF COMPRESSED AIR PIPING A. After completion of compressed air piping installation and prior to pressure testing, flush interior surfaces by injecting dry nitrogen into open ends of piping just prior to making final connections to equipment. 3.8 PRESSURE TESTING A. Comply with requirements in Section 200510. Include test results in Operation and Maintenance Manual. 3.9 PLUMBING SYSTEMS TRAINING A. Comply with requirements in Section 200810. Total of 6 hours. 3.10 COMMISSIONING A. Equipment and systems referenced in this section shall be commissioned per Sections 019113 and 200800. Contractor has specific responsibilities for scheduling, coordination, test development, testing and documentation. Coordinate commissioning activities with the Commissioning Authority. END OF SECTION 221513 - 5 of 5 RAISBECK AVIATION HIGH SCHOOL SECTION 226600 09819.00 ACID WASTE AND VENT PIPING SYSTEM SECTION 226600 ACID WASTE AND VENT PIPING SYSTEM PART 1 GENERAL 1.1 SECTION INCLUDES A. Description: Work includes acid waste and vent piping and associated appurtenances. B. General Requirements: Drawings and general provisions of the Contract, including General and Supplementary Conditions, Division 01, and Sections 200500 and 200510 apply to Work in this section. 1.2 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable city, county, and state codes and ordinances. Code and Standards: 1. Applicable plumbing code pertaining to materials, products, and installation of acid waste and vent piping. 2. ASTM C 1053, Standard Specification for Borosilicate Glass Pipe and Fittings for Drain, Waste, and Vent (DWV) Applications. 3. ASTM F 1412, Standard Specification for Polyolefin Pipe and Fittings for Corrosive Waste Drainage Systems. 4. ASTM F 1673, Standard Specification for Polyvinylidene Fluoride (PVDF) Corrosive Waste Drainage Systems. 1.3 SUBMITTALS A. Comply with requirements in Division 01 and Section 200500. B. Product Data: Submit manufacturer's technical product data and maintenance data for each item specified in this section. Include blank copy of test report form. C. Test Reports: 1. Field test reports. 2. Submit completed copy of Maintenance Manual. PART 2 PRODUCTS 2.1 GENERAL reports and include o. i CITY 0 -17' Operation and LA MAY 0 5 201 PERMIT CENTER CORRECTION LTR# 1' A. Basic piping materials and products required for work of this section are specified in Sections 200510, 202110, and 202115. Furnish products of sizes, ratings, and 226600 - 1 of 6 pcliv.0■1 RAISBECK AVIATION HIGH SCHOOL SECTION 226600 09819.00 ACID WASTE AND VENT PIPING SYSTEM characteristics indicated which comply with manufacturer's standard materials, design, and construction in accordance with published product information. Furnish quantity of piping and appurtenances required for complete installation. 2.2 MANUFACTURERS A. Floor Drains, Cleanouts, and Miscellaneous: Orion, Enfield Industrial Corp., Zurn, or approved. Jay R. Smith and Orion model numbers are listed. B. Floor Sinks: Jay R. Smith, Josam, Wade, Zurn, Watts Drainage, or approved. Jay R. Smith model numbers are listed. 2.3 PIPING AND FITTINGS A. Piping Materials: 1. Polypropylene: a. Above - Ground Pipe and Fittings: Schedule 40 polypropylene with pipe and drainage pattern fittings dimensions and tolerances per ASTM F 1412, pipe extrusion from polypropylene resin with fire retardant additive complying with ASTM D 4101, socket fusion and mechanical joint ends. b. Underground Pipe and Fittings: Schedule 40 polypropylene with pipe dimensions and tolerances per ASTM F 1412, pipe extrusion from polypropylene resin with fire retardant additive complying with ASTM D 4101, socket fusion joint ends. c. Joints: Socket fusion joint connection using imbedded electrical resistance wire in fittings complying with ASTM F 1290 for below grade piping. Mechanical joint connection incorporating a positive mechanical groove system or Type 300 stainless steel outer band and bolts, nuts, and washers for above grade piping. d. Transition Couplings: Connections between polypropylene pipe and fittings and other pipe materials using adapters furnished by the polypropylene pipe manufacturer. e. Manufacturers: Orion, Enfield Industrial Corp., Zurn, or approved. 2.4 CLEANOUTS A. Acid Waste Floor Cleanouts (FCO): Fire retardant polypropylene material conforming to ASTM D 4101 with ferrule and countersunk plug, and adjustable round nickel bronze cover to suit floor finish pattern as shown on the architectural drawings. Orion FCO -RD. B. Acid Waste Wall Cleanout�s'(WCO): Cleanout tee with countersunk cleanout plug, fire retardant polypropyleneVmateial iconforming to ASTM D 4101. Include stainless steel shallow cover with,center. screw. Length of screw to suit installation requirements. ,pripn COT or Jay R. Smith Figure 4710. 226600 - 2 of 6 RAISBECK AVIATION HIGH SCHOOL SECTION 226600 09819.00 ACID WASTE AND VENT PIPING SYSTEM 2.5 FLOOR DRAINS A. AFD, Floor Drain: Fire retardant polypropylene material conforming to ASTM D 4101 with nominal 7 inch diameter grate, plug and cover fabricated from fiber - filled polypropylene. Include sediment bucket, flashing clamp, vandal proof grate attachment, and trap primer connection. Socket fusion waste pipe connection. Orion AWFDSTD. B. AFS, Floor Sink: Cast iron flanged receptor with seepage holes, acid resistant coated interior, and loose set acid resistant coated cast iron half grate. Aluminum dome bottom strainer. Trap primer connection, and vandal proof screws. Jay R. Smith Figure 3420C. 2.6 ACID NEUTRALIZER TANKS A. Acid Neutralization Tank: Subcontractor shall furnish and install, Schier Products Model NT -350 with standard cover. Tank shall be seamless rotomolded and constructed of High Density Polyethylene with threaded manway Model MWY -15 and Model BD99 Distributor Box. Tank shall have 350 total gallon capacity, complete with 6" inlet and outlet and 4" vent connections. Tank to be 48" diameter x 48" high. Tank shall be fully wrapped in fiberglass and installed according to manufacturer's recommendations. Subcontractor shall furnish and fill the tank prior to operation with approved neutralization agent such as limestone or marble chips, one to three inches in size, to a level just below tank outlet. Water should be added to the tank after placement of neutralization agent. 2.7 PIPING SPECIALTIES A. Pipe Sleeves: Comply with requirements in Section 200510. Use black steel or cast iron pipe for pipe sizes 6 inch diameter and larger. B. Supports: Comply with requirements in Section 2021 15. Use vinyl coated hangers. Trapeze supports not acceptable. C. Pipe Escutcheons: Comply with requirements in Section 202115. D. Vents through Roof: Comply with requirements in Section 221316. PART 3 EXECUTION 3.1 INSPECTION A. General: Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions as satisfactory. 226600 - 3 of 6 RAISBECK AVIATION HIGH SCHOOL SECTION 226600 09819.00 ACID WASTE AND VENT PIPING SYSTEM 3.2 PREPARATION A. Field Measurements: Field verify locations of new and existing work prior to commencing work of this section. B. Protection: Protect surrounding areas and surfaces to preclude damage from work of this section. Store polypropylene and polyvinylidene piping in a covered environment away from sunlight and UV Tight. 3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE A. General: Install, apply, erect, and perform the work in accordance with Article "Quality Assurance" provisions, specifications, and manufacturer's installation instructions and directions. Where these may be in conflict, the more stringent requirements govern. B. Do not cover up or enclose work until inspected and approved. If in non - compliance, uncover work, remove, and provide new to satisfaction of A/E at no additional cost to Owner. 3.4 PIPING INSTALLATION A. General: 1. Comply with requirements in Section 202110. 2. Install with uniform pitch of at least 1/4 inch per foot for horizontal acid waste piping, unless otherwise indicated on the Drawings or allowed by AHJ. 3. Pitch vents for proper drainage. Vent piping may be installed horizontal if required to avoid conflict with building elements. 4. Joints and Connections: Assemble per manufacturer's installation instructions. 5. Clean interior of piping of dirt and other superfluous material as work progresses. Maintain swab in piping and pull past each joint as completed. 6. Place plugs in ends of uncompleted piping at end of day or whenever work stops. 7. Apply titanium oxide paint on wrap for polypropylene vent piping exposed above roof. B. Above - Ground Piping: 1. Support horizontal piping to maintain alignment, prevent grade reversals, and prevent sagging. Install hangers at spacing per pipe manufacturer's installation instructions. Locate hangers within 12 inches of each fitting and coupling. 2. Support vertical stacks at each floor with riser clamps and every 72 inches. C. Underground Piping: 1. Perform trenching and backfilling associated with plumbing installation in accordance with pertinent provisions of excavating, filling, and grading requirements in Division 32 and Section 200510. 226600 - 4 of 6 RAISBECK AVIATION HIGH SCHOOL SECTION 226600 09819.00 ACID WASTE AND VENT PIPING SYSTEM 3.5 CLEANOUTS Install cleanouts in accordance with requirements in the applicable plumbing code. Full pipe size, 4 inch maximum. Locate at minimum 50 foot intervals for piping 4 inch and smaller and at 100 foot intervals for piping 6 inch and larger. B. Drill and tap wall cleanout plug and install cover. 3.6 EQUIPMENT CONNECTIONS A. Install acid waste piping runouts to plumbing fixtures and drains with approved trap and sizes indicated on the Drawings, but in no case smaller than that required by the applicable plumbing code. B. Locate piping runouts as close as possible to bottom of floor slab supporting fixtures and drains. C. Make gas- and watertight. Use 1 piece special molded gaskets for connections between outlet of fixtures and pipe flanges. D. Install trap where manufacturer does not include trap for fixture. Install to be removable for servicing and replacement. Install unions at pipe connections to acid neutralizer tanks. E. Coordinate acid waste piping as necessary to interface with floor drains and floor sinks. F. Install floor drains and floor sinks in accordance with written manufacturer's instructions at low points of surface areas to be drained or as indicated on the Drawings. Set tops of drains flush with finished floor. Coordinate with architectural drawings. G. Install drain flashing collar or flange so that no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes. H. Support buried acid neutralizer tanks on concrete pads or on compacted stone -free sand bed. Encase tank in a concrete sleeve. Comply with manufacturer's installation instructions. 3.7 PRESSURE TESTING A. Test drainage piping in accordance with applicable plumbing code. Comply with requirements in Section 202110. Test by water. For installation where pressure testing was performed on multiple sections of pipes, retest once all waste and vent piping has been installed. Include test results in Operation and Maintenance Manuals. 226600 - 5 of 6 RAISBECK AVIATION HIGH SCHOOL SECTION 226600 09819.00 ACID WASTE AND VENT PIPING SYSTEM 3.8 PLUMBING SYSTEMS TRAINING A. Comply with requirements in Section 200810. Total of 6 hours. 3.9 COMMISSIONING A. Equipment and systems referenced in this section shall be commissioned per Sections 019113 and 200800. Contractor has specific responsibilities for scheduling, coordination, test development, testing and documentation. Coordinate commissioning activities with the Commissioning Authority. END OF SECTION 226600 - 6 of 6 08 -01 -2012 r City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MARLENE ANGLEMYER 2222 MERDIAN AV E, STE B EDGEWOOD WA 98371 RE: Permit No. PG10 -011 RAISBECK AVIATION HIGH SCHOOL 9229 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/01/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/01/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, er M • sh • 1 Pe it Technician pv4L File: Permit File No. PG10 -011 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206-431 -3665 • • Jennifer Marshall From: Caroline Lemay <clemay @BassettiArch.com> Sent: Friday, February 03, 2012 9:13 AM To: Jennifer Marshall Subject: FW: Raisbeck Aviation High School, Permit extension request letter Attachments: Response_120202 Mechanical Permit Expiration Letter.pdf; 120202 Mechanical Permit Expiration Letter.pdf From: Caroline Lemay Sent: Friday, February 03, 2012 9:04 AM To: ' Jennifer .marshall @tukwila.wa.gov' Cc: marlene @porter - bros.com; Martinez, Barbara 3 ( Barbara .Martinez (ahighlineschools.orq); Joiner, Alvin W (Alvin .Joiner @highlineschools.orq); laura @porter - bros.com Subject: Raisbeck Aviation High School, Permit extension request letter Jennifer, Please see attached the permit extension request for permit #M10 -014 in response to your letter dated 02/01/2012. As discussed, please address future permit expiration /extension letters for this project and for the permit numbers listed below to: Marlene Anglemyer Porter Brothers Construction, Inc. 2222 Meridian Avenue East. Suite B Edgewood, WA 98371 -1009 The permit numbers associated with this project are: • M10-014 • PG 10 -011 • D10 -031 Thanks, Caroline Lemay AIA Associate Bassetti Architects t 206 340 9500 www.bassettiarch.com 08 -01 -2011 • City of Tukwila 1 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CAROLINE LEMAY - BASSETTI ARCHITECTS 71 COLUMBIA ST SUITE 500 SEATTLE WA 98104 RE: Permit Application No. PG10 -011 9229 EAST MARGINAL WY S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 01/29/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 09/23/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, e"--b Bill Rambo Permit Technician File: Permit File No. PG10 -011 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 May 12, 2011 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Caroline Lemay, AIA Bassetti Architects 71 Columbia St, Ste 500 Seattle, WA 98104 RE: Request for Application Extensions #4 Raisbeck Aviation High School — 9229 East Marginal Wy S Dear Ms. Lemay, This letter is in response to your written request for extension to Permit Application Numbers D10-031, M10-014, PG 10 -011, and EL 10 -0264. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration dates an additional 90 days, through September 23, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, 'fer Marshall it Technician File: Permit No. D10 -031, M10 -014, PG10 -011, EL10 -0264 W:\Permit Center\Extension Letters \Applications\2010\DI0 -031 Application Extension #4.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • May 2, 2011 4 /0% i t NAY 0 4 20111 Bob Benedicto Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 assetti architects Re: Raisbeck Aviation High School Subject: Request for Extension for Permit Application Number D10 -031, M10 -014, PG10 -011 & EL10 -0264 Via: Mail Mr. Bob Benedicto; This letter is to respectfully request a 90 -day extension for the application of the permit numbers mentioned above. The Highline School District is extremely excited to be moving ahead with the construction of Raisbeck Aviation High School. The estimated construction timeline for this project is attached with this letter. As you can see from this schedule, the goal of the Highline School District is to give notice -to- proceed to the General Contractor on August 23, 2011. A 90 -day permit extension would provide the required time allowance to meet the goals of the proposed construction timeline. The letters signed by Bill Rambo and dated 04/01/2011 inform us that those permit applications will expire on 05/25/2011. Note that a separate letter for permit EL10- 0264 dated 04/01/2011 was sent to Brendon Inman but is included as part of this request. For the reason mentioned above, we request a 90 -day extension period from the expiration date be granted for each permit application. Please let me know if you have any questions regarding this request for extension. S' rely, Caroline Lema AIA Project Manager Attachment: Estimated Construction Timeline dated 04/14/2011 71 Columbia Street, Suite 500 / Seattle, Washington 98104 t 206 340 9500 f 206 340 9519 / www.bassettiarch.com §// 61(fr 04 -01 -2011 • Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CAROLINE LEMAY - BASSETTI ARCHITECTS 71 COLUMBIA ST SUITE 500 SEATTLE WA 98104 RE: Permit Application No. PG10 -011 9229 EAST MARGINAL WY S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 01/29/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 05/25/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PG10 -011 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • City qf Tukwila October 27, 2010 • Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director Caroline Lemay, AIA Bassetti Architects 71 Columbia St, Ste 500 Seattle, WA 98104 RE: Request for Application Extensions Raisbeck Aviation High School — 9229 East Marginal Wy S Dear Mr. Engstrom, This letter is in response to your written request for extension to Permit Application Numbers D10 -031, M10 -014, PG10 -011, and EL10 -0264. The Acting Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date an additional 90 days, through February 24, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, A etu�ifer Marshall it Technician File: Permit No. D10 -031, M10 -014, PG10 -011, EL10 -0264 W:\Pertnit Center\Extension Letters \Applications\20100D10 -031 Application Extension #2.doc 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 20, 2010 Bob Benedicto Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Raisbeck Aviation High School ettI architects Subject: Request for Extension for Permit Application Number D10 -031, M10 -014, PG10 -011 & EL10 -0264 Via: Mail Mr. Bob Benedicto; This letter is to respectfully request an extension of 90 days for the application of the permit numbers mentioned above. The Highline School District is unable to start construction at this time as it is in the process of securing funds. The District is working diligently to push forward this project and expects to be able to start construction in the first half of next year. The letters signed by Bill Rambo and dated 10/01/2010 inform us that those permit applications will expire on 11/26/2010. Note that a separate letter for permit EL10- 0264 dated 10/01/2010 was sent to Brendon Inman but is included as part of this request. For the reason mentioned above, we request a 90 -day extension period from the expiration date be granted for each permit application. Please let me know if you have any questions regarding this request for extension. Sincerely, Caroline LemalAIA Project Manager 71 Columbia Street, Suite 500 / Seattle, Washington 98104 t 206 340 9500 f 206 340 9519 / www.bassettiarch.com 10 -01 -2010 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CAROLINE LEMAY - BASSETTI ARCHITECTS 71 COLUMBIA ST SUITE 500 SEATTLE WA 98104 RE: Permit Application No. PG10 -011 9229 EAST MARGINAL WY S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 01/29/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 11/26/2010. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, -?Dt)S1 Bill Rambo Permit Technician File: Permit File No. PG10 -011 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 June 25, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Caroline Lemay, AIA Bassetti Architects 71 Columbia St, Ste 500 Seattle, WA 98104 RE: Request for Application Extensions Raisbeck Aviation High School — 9229 East Marginal Wy S Dear Ms. Lemay, This letter is in response to your written request for extension to Permit Application Numbers D10-031, M10-014, and PG 10 -011. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration date an additional 90 days, through November 26, 2010. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, 1 arshall ician File: Permit No. D10 -031, M10 -014, PG10 -011 W:\Permit Center\Extension Letters \Applications\2010'D10 -031 Application Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 REGEIVED 1U41 4 2O10`, COMOAUNiTY DevELOPMENT June 6,2010 Bob Benedicto Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Raisbeck Aviation High School ass tta architects Subject: Request for Extension for Permit Application Number D10 -031, M10 -014 & PG 10 -011 Via: Mail Mr. Bob Benedicto; This letter is to respectfully request an extension for the application of the permit numbers mentioned above. Our Development Permit Number D10 -031 and Mechanical Permit Number M10- 014 are currently under review and we are diligently working to address the plan reviewer's comments. Our Plumbing Permit Number PG10 -011 as been approved. We are requesting an extension since this approval is out of sequence with the rest of the permitting review process. The letters signed by Bill Rambo and dated 06/01/2010 inform us that those permit applications will expire on 07/28/2010. For the reasons mentioned above, we request a 90 -day extension period from the expiration date be granted for each permit application. Please let me know if you have any questions regarding this request for extension. cerely, ^�,{i Caroline Lema#AIA Project Manager t -a- i d 4/z. 444 rf 5 1izcetz te.Vvie 71 Columbia Street, Suite 500 / Seattle, Washington 98104 t 206 340 9500 f 206 340 9519 / www.bassettiarch.com • Gity of O, Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 28, 2011 Caroline Lemay, AIA Bassetti Architects 71 Columbia St, Ste 500 Seattle, WA 98104 RE: Request for Application Extensions #3 Raisbeck Aviation High School — 9229 East Marginal Wy S Dear Ms. Lemay, This letter is in response to your written request for extension to Permit Application Numbers D10-031, M 10 -014, ' alke t1, and EL 10 -0264. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration dates an additional 90 days, through May 25, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, ifer Marshall it Technician File: Permit No. D10 -031, M10 -014, PG10 -011, EL10 -0264 W:U'ermit Center\Extension Letters \Applications\2010\D10 -031 Application Extension #3.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 fi RECEIVED IrAN2720111 COMMUNITY DEVELOPMENT January 24, 2011 Bob Benedicto Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: Raisbeck Aviation High School assail 11 architects architects Subject: Request for Extension for Permit Application Number D10 -031, M10 -014, PG10 -011 & EL10 -0264 Via: Mail Dear Mr. Benedicto; This letter is to respectfully request an extension of 90 days for the application of the permit numbers mentioned above. The Highline School District is unable to start construction at this time as it is in the process of securing funds. The District is working diligently to push forward this project and expects to be able to start construction in the first half of this year. We have received your letters dated 01/03/2011 informing us that the above referenced permit applications will expire on 02/24/2011. A separate notice for permit EL10 -0264 was sent to Brendon Inman on 01/03/2011 but is included as part of this request. For the reason mentioned above, we request a 90 -day extension period from the expiration date be granted for all permit applications. Please let me know if you have any questions regarding this request for extension. Sincerely, Caroline Lem • AIA Project Manager 71 Columbia Street, Suite 500 / Seattle, Washington 98104 t 206 340 9500 f 206 340 9519 / www.bassettiarch.com 7 /, 01- 2&Z'll IILq CityofTu.vlla - ecru: C1 01 -03 -2011 Jim Haggerton, Mayor Department sf Community Deiielopment CAROLINE LEMAY - BASSETTI ARCHITECTS 71 COLUMBIA ST SUITE 500 SEATTLE WA 98104 RE: Permit Application No. PG10 -011 9229 EAST MARGINAL WY S TUKW Dear Permit Applicant: Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 01/29/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/24/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PGI 0 -011 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 06 -01 -2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CAROLINE LEMAY - BASSETTI ARCHITECTS 71 COLUMBIA ST SUITE 500 SEATTLE WA 98104 RE: Permit Application No. PG10 -011 9229 EAST MARGINAL WY S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 01/29/2010 , has not been issued by the City of Tukwila Permit Center. Per the Uniform Plumbing Code and /or International Fuel Gas Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 07/28/2010 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 07/28/2010. If it is determined that an extension is granted, your application will be extended one time only, for an additional 180 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician xc: Permit File No. PG10 -011 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • MEMORANDUM bassetti architects Date May 03, 2010 To Bill Rambo From Caroline Lemay Copies to Project File, Barbara Martinez Subject Raisbeck Aviation High School — 9229 East Marginal Way S (BA Job #09819.00) Response to Correction Letter #1 Plumbing Permit Application Number PG10 -011 Building Division Review Responses 1. See drawing sheet M7.01 attached. 2. See drawing sheets M8.03, M8.04, M9.02, M9.04 and M9.05 attached. 3. Plumbing penetrations through exit enclosures have been removed. See updated plan sheets M1.01, M2.01, M2.02, M2.03 and M2.04 attached. 4. Specification Sections 202110 Piping; 221116 Domestic Water System; 221123 Natural Gas Piping Systems; 221316 Soil, Waste and Storm Drain Piping Systems; 221513 Compressed Air Piping Systems, and 226600 Acid Waste and Vent Piping System are attached. 5. Fixtures served by non - potable water lines will be tagged in conformance with Section 601.2 of the UPC. See revised Specification Section 200510 Basic Materials and Methods attached; refer to Paragraph 2.10. 6. Trap primers are shown on plan sheet M2.04. However, there was an inconsistency between the scheduled unit tag and that shown on the plan sheets. Please find revised M2.4 attached, noting all trap primer panels as "TPP." END OF MEMORANDUM Attachments: - Sheets M1.01, M2.01, M2.02, M2.03, M2.04, M7.01, M8.03, M8.04, M9.02, M9.04 and M9.05 - Specifications Section 200510 Basic Materials and Methods, 202110 Piping; 221116 Domestic Water System; 221123 Natural Gas Piping Systems; 221316 Soil, Waste and Storm Drain Piping Systems; 221513 Compressed Air Piping Systems, and 226600 Acid Waste and Vent Piping System 71 Columbia Street, Suite 500 / Seattle, Washington 98104 t 206 340 9500 f 206 340 9519 / www.bassettiarch.com Page 1 of 1 J:IJOBSIRaisbeck Aviation HSIAdminl3_Government Agenciesl6_Bwlding1100503 Plumbing Permit Correction Resubmlttall3B 100503 Plumbing Correction Letter #1.doc r April 28, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Caroline Lemay Bassetti Architects 71 Columbia St Suite 500 Seattle, WA 98104 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG10 -011 Raisbeck Aviation High School — 9229 East Marginal Wy S Dear Ms. Lemay, 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 Building Department. The Public Works Department has no comments at this time. Building Department: Dave Larson at 206 431 -3678 if you have 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, I o 0 Bill Rambo Permit Technician end File: PG10 -011 W:\Permit Center\Correction Letters \2010\POI0 -011 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: April 27, 2010 Project Name: Raisbeck Aviation High School Permit #: PG10 -011 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. A note on sheet M2.02 references an enlarged plan of the boiler room shown on sheet 1/M7.01. This page was not included in the submitted plans. 2. While reviewing the mechanical permit application I noticed that it included plumbing information on pages M8.03, M8.04, M9.02, M9.03, M9.04 and M9.05. These pages were not included in this plumbing permit application. 3. Plumbing penetrations into the fire rated walls of the exit enclosures is not allowed per section 1020.1.2 of the International Building Code. 4. Piping material specifications was not included in this permit application 5. Non - potable water lines and fixture outlets need to be labeled per section 601.2 of the Uniform Plumbing Code. Please add notes to the plans to identify compliance with this code section. 6. Trap primers are listed in a schedule on sheet M0.03 but are not shown on the plans as to where they will be installed. 7. Further comments may come after the additional pages are submitted. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -011 DATE: 07 -20 -12 PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL SITE ADDRESS: 9229 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter #. Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS,:,I Building D�i�ona1 ` d iL Prf Pu is Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07 -24-12 Not Applicable 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 n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 08-21 -12 Approved with Conditions n 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 *EMIT COORD CORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -011 DATE: 05/05/10 PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL SITE ADDRESS: 9229 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued EPARTMENTS: 411-(0 BuilEding ivision Public Works Fire Prevention Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 05/06/10 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: Building Please Route Ef REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 06/03/10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PERMIT COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -011 DATE: 01 -29 -10 PROJECT NAME: RAISBECK AVIATION HIGH SCHOOL SITE ADDRESS: 9229 EAST MARGINAL WAY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 4.0_0 u Iding Division IP &IAN& 6iTir Fire Prevention Structural Planning Division ❑ Permit Coordinator p DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 02 -02 -10 Not Applicable n 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 Structural Review Required nNo further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -02 -10 Approved n Approved with Conditions ❑ Not Approved (attach comments) 14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: +'2'1 0 Departments issued corrections: Bldg 15r Fire ❑ Ping ❑ PW ❑ Staff Initials: l/l Documents /routing slip.doc 2 -28 -02 PROJECT NAME: 01, 40 4 k 'cJ� [ PERMIT NO: �C � 10-0 SITE ADDRESS: Ccsi- �� rS.,,,( S ORIGINAL ISSUE DATE: 2 -1( I REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF I I�LS t We i Summary of Revision: c 4-G�se rrs IO rh t,e ( Received by: Received by \k( ' 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.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: July 20, 2012 Plan Check/Permit Number: PG 10 -011 Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Raisbeck Aviation High School Project Address: 9229 East Marginal Way S. Contact Person: Caroline Lemay /Bassetti Architects Phone Number: 206- 340 -9500 Summary of Revision: Addition of Staff Restroom, Level 3. Sheet Number(s): M2.02, M2.03, M8.03. WY OF TUKWILA IJUL 20 20121 PERMIT CENTER "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: ga--- Entered in Permits Plus on H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittaldoc Revised: May 2011 • • City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director :EVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: O. • o5 • ID Plan Check/Permit Number: PG 10 -011 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Raisbeck Aviation High School Project Address: 9229 East Marginal Wy S Contact Person: CG(IeDtt%l(■ (--P otAi Phone Number: 2A. • 340.41 5500 Summary of Revision: 12.d v-k t 4}o Icy LL+ ,v- t - � l;&- o-�- -i�� Svriniarti a re-v�� ale‘a, do civnc'r - n vii .. • CITY EC rukwu MAY 0.5 2010 PERMIT cewren Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: V, Entered in Permits Plus on O it 6 L� \applications \forms - applications on Tine \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 HAWK MECHANICAL CONTRS INC UBI No. 601728226 Phone 3607948783 Status Active Address Po Box 547 License No. HAWKMCI044PD Suite /Apt. 17220 W MAIN ST License Type Construction Contractor City Monroe Effective Date 10/4/1996 State WA Expiration Date 10/9/2012 Zip 98272 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date KRALICEK, STEVEN JAY President 01/01/1980 Bond Amount Received Date HEINO, DONALD JOHN Vice President 01/01/1980 10/04/2007 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 4 HARTFORD FIRE INS 52BSBEK7336 10/04/2007 Until Cancelled 10/28/2011 $12,000.0009/27 /2007 3 INS CO OF THE WEST 1504506 10/04/1997 10/04/2007 10/28/2008 10/28/2009 $6,000.0009/17/2001 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 11 TRAVELERS INDEMNITY CO OF AMER DTC0526D83251ND09 10/28/2008 10/28/2011 $1,000,000.00 10/19/2010 10 TRAVELERS INDEMNITY CO OF AME DTC0526D83251ND07 10/28/2008 10/28/2009 $1,000,000.00 10/14/2008 9 TRAVELERS INDEMNITY CO OF AMER DTC0526D83251ND05 10/28/2005 10/28/2008 $1,000,000.00 10/22/2007 8 WESTCHESTER SURPLUS LINES GLW783024 10/28/2005 10/28/2006 $1,000,000.0010 /18/2005 7 WESTCHESTER SURPLUS GLW777518 10/28/2004 10/28/2005 $1,000,000.0010 /22/2004 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 09/13/2011 ± LEVEL 2 - WEST 5.6 16 2.4 r- I GENERAL NOTES: 1. PROVIDE WALL CLEANOUT BELOW EACH LAVATORY AND SINK. 2. PROVIDE ACCESS PANEL TO ACCESS ISOLATION VALVES WHERE LOCATED ABOVE HARD. LID CEILING. COORDINATE WITH ARCHITECT: 3. PROVIDE ACCESS PANEL IN WALL TO ACCESS WATER HAMMER ARRESTORS. COORDINATE WITH ARCHITECT. 4. PROVIDE FULL SIZE CW PIPE HEADER IN PLUMBING CHASES TO SERVE TOILET ROOM FIXTURES AT SIZE INDICATED ON MAIN. PROVIDE CW & HW ISOLATION VALVE FOR EACH RESTROOM HOSE BIB. (TYP) 6. PROVIDE CW ISOLATION VALVE FOR EACH FLOOR RESTROOM GROUP. LOCATE IN ACCESSIBLE LOCATION ABOVE LAY -IN CEILING, BELOW DUCTWORK WHERE REQUIRED. (TYP) CLASS1ROOM L( 0' 7. REFER TO HVAC PLANS FOR MECHANICAL SECTION CUT LOCATIONS. A:2 A.6 CLASSROOM PRO LEARNING SEE ARCHITECTURAL DWGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 9. ROUTE ALL PIPES IN EXTERIOR WALLS ON INTERIOR SIDE OF INSULATION. ctagit N. maim somilm 10. ALL FLOOR DRAINS SHALL HAVE FINISHED FLOOR', SLOPED TO DRAIN AT MINIMUM 1 /8" PER FOOT. REFER TO, AND COORDINATE WITH, STRUCTURAL. -A.7 LAUNDRY. STORA FLAG NOTES 4 „W= -- 111 4'V DN 137 OFFICE, REEZER - SEE SHEET 1/M7.02 FOR ENLARGED PLAN OF THIS AREA. 2 "CW 2 "CW UP C ";s OWN CLASROOM 31"0 CLASSROOM COMMONS'LA SROOM 2100 IC-5) 0.5 DRY STO e • 0 1/8" = 5.6 O 9.6 (10) 10.3 9.6 1 C._3 12.3 12.3 13) LOCATE VALVES ABOVE LAY -IN CEILING. COORDINATE, WITH OTHER DISCIPLINES TO MAINTAIN, ACCESS. TYPICAL OF ALL ISOLATION VALVE LOCATIONS. LOCATE PIPING TIGHT TO UNDERSIDE OF DECK. WHERE PIPING CROSSES BEAMS, USE EXISTING BEAM PENETRATIONS FOR ROUTING. SEE STRUCTURAL FOR BEAM OPENING INFORMATION. COORDINATE ROUTING WITH OTHER UTILITIES. EMERGENCY PUSH OFF, KEYED ON GAS SHUT -OFF INTERLOCKED TO SOLENOID VALVE ABOVE FIRST FLOOR CEILING. PIPING UP THROUGH FLOOR AND CABINET ABOVE TO ISLAND SINK ABOVE. SEE DETAIL 5/M9.03 FOR SANITARY /VENT PIPING. PROVIDE ISOLATION VALVE, EMERGENCY SOLENOID SHUT -OFF WIRED TO SPACE PANIC SWITCH AT CHEMISTRY LAB 3560, & 77 CFH 2PSI TO 7 "WC GAS REGULATOR VENTED' SEPARATE AND INDEPENDENTLY TO ROOF. 1 /2 "NPCW, 1 /2 "NPHW, 2 "AW, 1 /2 "A, AND 1/2 "G UP TO FUME HOOD (TYP. 3 LOCATIONS). ,1 /2 "NPCW, 1 /2 "NPHW, 2 "AW, (2)1/2"A, ' AND (2)1/2 "G. UP TO CLASSROOM ISLAND SINK AND TURRETS (TYP. 8 LOCATIONS). ONLY ;`) GAS AND *AIR UP SHOWN FOR CLARITY. 1"NPCW, 3 "AW, 1"NPHW, 1/2"G, & 2"AV. MOUNT RPBA'S ON WALL MAXIMUM 5'- 0 "AFF. TERMINATE DRAIN LINES TO MOP SINK. ROUTE DRAIN PIPES TIGHT TO WALL. PROVIDE NPCW TO P -10 FIXTURE SERVING. ICE MAKER (K -66). PROVIDE ACCESSIBLE SHUTOFF VALVES ON GAS, AIR,: NPHW, AND NPCW LINES IN CABINET;',' BELOW FIXTURE. STORAGE ..a OFFICE 2510 OFFICE FILE COPY Permft No. Pies rftview approval is subject to ejrors and omissions. fir':; ?ass of construction documents does not authorize 1t- -Gaon of any adopted code or ordinance. Receipt .proved Field Copy and cis is acknowledged: IfiLA NM. 2 "W UP 3510 �E® CENTER � �w CENTER LU f1.Ulf) TIP,, G 2- 1/211/ UP & DN. 2:IED 2"\AW, 1/2"NPCW, /` / I 3 "AW DN . 1/21410074113 -METAL ROOF/ WALL PANELS a: EAK *OM CORRIDOR 1 1/2"AIR DN. 1"NPHW L_ 233 2 "AV UP2300 1 i ® rte_ ®i ® ® ®�e �J.: Tr-l-recT IMPS': nay_ a.- -S Ini��■�i� = ■' ` .. ■r nin -1/2 "NPCW & -1/2 "NPHW P -9A 2 "VDN 9"V_ JP 2 „CW, 2 "HW CP -04 2330 2N UP & 2 "W D1+ 2 "W UP & DN ,W-& (2) 2 "HW UP. SEPARATE PERMIT REQUIRED FOR erElectrical 6 00 am grass Piping 1 L ersectrical 6 00 am Ci Plumbing grass Piping CiNj of Tukwila REVIEWED FOR BODE COMPLIANCE APPROVED JUL 2 2012 VU( IA- City 5 o of Tukwila BUILDING DIVISION REVISION. NO 3/4 "MPG IDN 1 4f2 "A 1/2"G UP 1 "NPCW & 1"NPHW 2 "AV UP 2 "AW DN 10 :15 L 1 -1 /4 "HW DN-' GEN -AB )oO 2 „W U ; � ► _., �• �: � ®�� � C4kAW & DN _- -' \ P r 36 p P -16B s,-1 s. - NPH N ' '-'J' I ' . :& 2 "AW UP II - 1./2"V- SOUTH TERRACE TLABAD LAB PCW &237NPH I N & - 1 /2 "AV UP NPCW PHWC1 2 "V UP & DN '-.'!a ASSRO',•I` CLAS,,I3R. 78. SCP380 RECEIVED JUL 20 2012 PERMIT CENTER 1-IW UP DN, 2 "AW f2 'AV UP r 2 "AW, 1 /2 "NPCW, 1 /2 "NPHW, 1 /2 "AIR, & 1/2"MPG UP (8 PLACES) 2 "AV UP 21'W UP N \© LEVEL 2 - EAST im 1/8" = REVISIONS No changes shall be made to the scope Of work without prior approval of Tuhvila Building Division. !VIM Ratiain wig require a ram plan sitoiltaI 0 may includeedrift lel Plan review felt. s z W U 0 m bassetti! architects architects I 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 951 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927. Post Alley Seattle, WA 98101 T (206) 285 3026 , F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 .F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 .`F (206) 448 4450 ACOUSTIC CONSULTANT Sperling 720 Olive Way; Suite 1400 Seattle, WA ''98101 T (206) 667' 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109' T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528= 0244 "F (206) 528 -0138 REVISIONS DESCRIPTION DATE CCD 045 - REVISION. 7/17/12 SUBMITTAL #1 HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09819 April 28, 2011 MRD JMR LEVEL 2 PLUMBING FLOOR PLAN M2.02 A2 A.6 A.7 A.9 B.7 1.3 1.6 2.2 2.4. 2 "W 2 "V UP 5.6 GENERAL NOTES: 1. PROVIDE WALL CLEANOUT BELOW EACH LAVATORY AND SINK. 2. PROVIDE ACCESS PANEL TO ACCESS ISOLATION VALVES WHERE LOCATED ABOVE HARD LID • CEILING. COORDINATE WITH ARCHITECTURAL. 3. PROVIDE ACCESS PANEL IN WALL TO ACCESS WATER HAMMER ARRESTORS. COORDINATE WITH ARCHITECTURAL. 4. PROVIDE FULL SIZE CW PIPE HEADER IN 11 PLUMBING CHASES TO SERVE TOILET ROOM FIXTURES AT SIZE INDICATED ON ` MAIN. AC -05 3 2"V UP 2 "V UP CON 2 "V UP CLAD_ ROOM LASSROOM 2 "V UP & DN 2"V UP 3 "W DN -a"V UP VEN UP & DN.1 3 /4 "CW JP 2'V UP& DN 3 /4 "EW UP 2'V STORA 1 I.� 2"V UP P 2 "W DN P-9A T CLASSROOM CLASSROOM CLAS ROOM D.5 CLAS ROO 93 SF 867 SF 1 -1/2 "V DN- 1 1 /4 "HW DN- L. LEVEL 3 - WEST 1/8" = 1' -0" o -- m aIw w (nl MATCHLINE 5.6 7.9 9.6 (10) 10.3 11.6 12.3 (13) 5. PROVIDE CW & HW ISOLATION VALVE FOR EACH RESTROOM HOSE BIB. (TYP) 6. PROVIDE CW ISOLATION VALVE FOR EACH FLOOR RESTROOM GROUP. LOCATE IN ACCESSIBLE LOCATION ABOVE LAY -IN CEILING, BELOW DUCTWORK WHERE REQUIRED. (TYP) 7. REFER TO HVAC PLANS FOR MECHANICAL SECTION CUT LOCATIONS. 8. SEE ARCHITECTURAL DWGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 9. ROUTE ALL PIPES IN EXTERIOR WALLS ON INTERIOR SIDE OF INSULATION. 10. ALL FLOOR DRAINS SHALL HAVE FINISHED FLOOR SLOPED TO DRAIN AT MINIMUM 1/8" PER FOOT. REFER TO, AND COORDINATE WITH, STRUCTURAL FLAG NOTES: LOCATE VALVES ABOVE LAY -IN CEILING. COORDINATE WITH OTHER DISCIPLINES TO MAINTAIN ACCESS. TYPICAL OF ALL ISOLATION VALVE LOCATIONS. EMERGENCY PUSH OFF, KEYED ON GAS SHUT -OFF INTERLOCKED TO SOLENOID VALVE ABOVE 2ND FLOOR CEILING. CONNECT UTILITIES TO FUME HOOD CONNECTIONS. SEE ARCHITECTURAL FOR FUME HOOD INFORMATION. SEE DETAIL 5/M9.03 FOR ISLAND SINK WASTE AND VENT PLUMBING DETAIL. WHERE PIPING CROSSES BEAMS, USE EXISTING BEAM PENETRATIONS FOR ROUTING. SEE STRUCTURAL FOR BEAM OPENING INFORMATION. COORDINATE ROUTING WITH OTHER UTILITIES. ROUTE PLUMBING BETWEEN OPERABLE PARTITION HEAD AND STRUCTURAL BEAM. SEE STRUCTURAL PLANS FOR MORE. INFORMATION. PROVIDE BRANCH 2 "CW PIPE IN CHASE WITH ISOLATION VALVE, SERVING ALL FIXTURES. PROVIDE ACCESSIBLE SHUTOFF VALVES ON GAS, AIR, NPHW, AND NPCW LINES IN CABINET BELOW FIXTURE. PROVIDE ACCESSIBLE SHUTOFF VALVES ON GAS AND AIR LINES IN CABINET BELOW FIXTURE. r ■■ FF LOIIINGE J ST TERRACE #2 -11ap. • Q • min A.2 A.6 A.7 2'V UP 3 /4 "CW UP " -DN- 1 CLASS OfVI CLASSROOM 3530 A.9 2 "V UP 2 "W DN. PRINT STORAG 2 -1 /e'W DN. 490 SF 1 "CW 2" FD .- N. 1 "Cw &(2)2„1-1W 115 SF 2 "W DN. 2'V UP P -3 2 "W DN P-9 1 4 U 3/4"C P -9A CLASSROOM -P -16A P -18 P- 19chxh@ P -20 AV 2 "A D 3 "AV 2 "AV DN D.5 P-12 9 P -18 PT21 2 AL' P -16A P -20 784 SI 1-1/2"V DN- :1 1/4"1-1W DN- "HW DN 0 LEVEL 3 - EAST 1/8" = 1' -0 2 "Al DN REVISION NO:� PG,QOLI REVIEWED FOR CODE COMPLIANCE APPROVED JUL 262012 City of Tukwila BUILDING DIVISION RECEIVED JUL 202012 TER P z_ W U 0 0 0 m bassetti architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 951. CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER, PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 REVISIONS DESCRIPTION DATE CCD 045 - REVISION 7/17/12 SUBMITTAL #1 HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09819 April 28. 2011 MRD JMR LEVEL 3 PLUMBING FLOOR PLAN M2.03 ROOF 14-"VTR t4 "VTR MECHANICAL PENTHOUSE r THIRD FLOOR SECOND FLOOR r 2"V NN 3120 2 "FD 1 -1 /2"V- 1 3120 P -3 3120 P 3 WCO 2 "W 2'V- 1- r 1 1- 112 "V - 1- 1/2'V 3110 P -3 WCO 131.10 P -3 1 DFU WCO r 4'V 3120 P -1A 4 "W WC01 3120 P -1 3120 P -1 3120 P -1 8 DFU \ 12 DF1,1N 1 -1/2 "V 2 "W 4 "V 1 3101 P-3 e-I WCO 2 "V 4200 4200 2 "FD 1 2 "FFD 1 ir 2"W " HH�-,ttN IrN2N Co If AN C ? -1 *'v _ _ t - - ` t- -/ t - -t 1 4L t-- t- --fit 0 1-1/2"V 1 1 4'V 3101 2 "FD 3100 3110 E, I P -2 N N 3110 P -2 3110 r 4200 4200 2 "FFD I 2 "FFD 1 Tr\ V ` 2 "W " 2 „W ” ■4 fFU 6 DFU _1/2'V 2 "W- 1 3110 3200 3200 P -12 3110 P -1A 1 -112"V 2140 P -9A 2 "W 1 -? 1 t- -- - - ---1 1 t-- - - - --? 1-1/2"V-\1/41 2130 V 'I wco, 1 -1/2"V 2120 2120 2"V ?- - -- 1 _1 2 „V 3"V -? rte=- t- - -1--� �1'_t-- 54 - --? 2"V- 2"VN 2"V�! l 1 2'v •1 I �!! 4 "V � 2130 2130 2130 2130 9c1F.11 I 97 nmI 4 „W 2 "W 9!S nFII 94 nF,i 99 nRl I 90 nFll r 1 -2"V 1 2'V V2"V V P-3 1 WC0p- 0 2 "W P -1 1 P -1 P -1 1 4"W--\\J!4"7-:\..\!4"W-1-N7,1 2130 P -1A 4 "W-\ 2120 P -1A 2120 2120 A 2120 ' 2120 P -2 P -2 P -2 0 4” 6 DFU 2 "FD 4DFU p-1 -1/2"V 2110 2"FD 1 ^ . ' V ir2 "W P -9A W WCO 1R nFll 2 "W /-2 "W 4 "W 1 2110 2 "W 14 nFIJ 1n nFtl 6 DFU J N\-4 "W "W--\ • ■ 4 "W- L _ 2 "w-\ 2 "W-\ 2 "W-\ 2 "WTh■ FIRST FLOOR 1130 FCO 1130 2 "FFD - 1/2"V-\ -- -� -S ?- - -S ?- -- - -t 1 -1/2"V 1100 P -9 1110 P -33 wc0 1120 P -2 1 1 1 1 1 P -1 1110 1 1- 1J2'VNI 1120 P-3 wc0I- 1 -112 "V L 2V 1 - - ---1 1- 2-1/2"V-\s_ 2"V-\11 1 - - - --? �-t 1 1 -1/2 "V 1120 P -2 1110 1110 1120 1120 2"W 2 "W-\ El 0 2 "W 2 "W 2 "W 4"W-\ 5 DFu 2 "W 10 DFU 16 DFU 2 "'"--\ 17 DFU P� --3^ _ V `i 2 "W WC011— 6 DFU 2 "W 4 "W P -3 1 W WCOI -, v-2 "W 29 DFU 30 DFU 19 DFU 23 DFU PARTIAL MECHANICAL WASTE AND VENT DIAGRAM NTS 1110 P-1 1 P 1 rt4-- -4 4„ 2 1120 4 "W 1110 P -1A 1 P -1A 1120 2"FD 1110 2 "FD 4 "W 4"W 2 "W 38 DFU 4 "W 2 "W 42 DFU 117 DFU 125 DFU 4 "W-\ 129 DFU 4 »W REVISION N0.1 VG(OO (1 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 6 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 2 0 2012 PERM1T_CENTER D DOCUMENTS bassetti! architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 951 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 REVISIONS / D\ DESCRIPTION DATE 1 CCD 045 - REVISION 7/17/12 SUBMITTAL #1 HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 09819 April 28. 2011 MRD JMR PARTIAL MECHANICAL WASTE AND VENT RISER DIAGRAM M8.03 GENERAL I C=D AHU -01 EXISTING MECHANICAL TO BE REMOVED EXISTING MECHANICAL TO REMAIN NEW MECHANICAL WORK MATCHLINE OR PROPERTY LINE ENLARGED PLAN BOUNDARY DETAIL /PLAN IDENTIFIER SECTION IDENTIFIER ELEVATION IDENTIFIER REVISION DEFINITION AREA, AREA ENCIRCLED CONTAINS CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE REVISION CALLOUT FLAG NOTE CALLOUT DEMOLITION NOTE TAG EQUIPMENT TAG MECHANICAL EQUIPMENT TAG MECHANICAL EQUIPMENT TAG NORTH ARROW LOCATION WHERE PICTURE WAS TAKEN AND DIRECTION INVERT ELEVATION OR POC ELECTRICAL PROVISIONS FOR MECHANICAL WORK HT r 0 VFD HT LOCATION OF STARTER, DISCONNECT & CONTROLS VARIABLE FREQUENCY DRIVE HEAT TRACE BETWEEN SYMBOLS OR END OF RUN ACCESS, EXCAVATION, AND BACKFILLWG PIPING ACCESS DOOR (SPECIFIED OR AS SHOWN ON DWGS) MECHANICAL ACCESS (SPECIFIED OR AS SHOWN ON DWGS) O 4 VALVES PIPE ELBOW UP OR PIPE TEE UP AND DOWN PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN PIPE RISE PIPE CAP PIPE PLUG FLOW DIRECTION PIPE BREAK PIPE CONNECTION D�1 �aRROo-- VALVE: GATE, BALL, BUTTERFLY (REFER TO SPECIFICATIONS) GLOBE VALVE SOLENOID VALVE CHECK VALVE BALANCING VALVE PRESSURE REDUCING VALVE REDUCED PRESSURE BACKFLOW ASSEMBLY SAFETY RELIEF VALVE TEMPERATURE /PRESSURE RELIEF VALVE PIPING SPECIALTIES II 9 PUMPS UNION FLANGE FLEX CONNECTOR THERMAL /SEISMIC FLEXIBLE LOOP EXPANSION JOINT STRAINER STRAINER WITH BLOW OFF VALVE - PIPE ANCHOR ARE PROTECTION SYSTEM F ALIGNMENT GUIDE TEMPERATURE / PRESSURE HYDRONIC PIPING SYSTEM TEST PORT THERMOMETER PRESSURE GAGE Q II CENTRIFUGAL PUMP INLINE PUMP CIRCULATING PUMP BASE MOUNTED PUMP STORM DRAINAGE PIPING SYSTEM RL CD ROOF DRAIN O OVERFLOW ROOF DRAIN RAIN LEADER OVERFLOW RAIN LEADER SOIL AND WASTE WATER PIPING SYSTEM Iw GW AW AW AV X" VTR SANITARY SEWER /WASTE UNDERGROUND SANITARY SEWER /WASTE ABOVE GROUND INDIRECT WASTE GREASE WASTE ABOVE GROUND GREASE WASTE UNDERGROUND VENT PIPING VENT THRU ROOF (INCLUDE SIZE) ACID WASTE ABOVE GROUND ACID WASTE UNDERGROUND ACID VENT COMBINATION WASTE AND VENT ABOVE GROUND COMBINATION WASTE AND VENT UNDERGROUND FLOOR DRAIN /FUNNEL FLOOR DRAIN FLOOR SINK U HUB DRAIN TRENCH DRAIN 11 CO CLEANOUT II WCo o FCO CLEANOUT — FREE STANDING WALL MOUNTED CLEANOUT — FLUSH WITH FLOOR DOMESTIC WATER PIPING SYSTEM 140 T 140— 1 DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER CIRCULATION DOMESTIC HOT WATER (TEMP. XXX') DOMESTIC HOT WATER CIRCULATION (TEMP. XXX') TEMPERED WATER TEMPERED WATER CIRCULATING TRAP PRIMER WATER WATER METER BASKET STRAINER HOSE BIBB /WALL HYDRANT TRAP PRIMER BOX FIRE SPRINKLER FIRE MAIN DRY SPRINKLER RECESSED SPRINKLER HEAD SEMI- RECESSED SPRINKLER HEAD UPRIGHT SPRINKLER HEAD DOUBLE DETECTOR CHECK VALVE /DOUBLE CHECK VALVE ASSEMBLY CONDENSATE DRAIN HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN AUTOMATIC AIR VENT /MANUAL AIR VENT BALANCING /MEASURING VALVE AUTOMATIC FLOW CONTROL VALVE NATURAL GAS PIPING SYSTEM G MPG LOW PRESSURE NATURAL GAS PIPING MEDIUM PRESSURE NATURAL GAS PIPING GAS COCK PRESSURE REGULATOR PRESSURE REGULATOR WITH VENT SEISMIC GAS SHUT —OFF GAS PRESSURE REDUCING VALVE WITH VENT COMPRESSED AIR PIPING SYSTEM A SPECIALTY PIPING SYSTEM NPCW NPHW NPHWC ERR Fm PLD COMPRESSED AIR COMPRESSED AIR DROP COMPRESSED AIR PRESSURE REGULATOR NON - POTABLE COLD WATER NON- POTABLE HOT WATER NON— POTABLE HOT WATER CIRCULATION IRRIGATION FOOTING DRAIN PLANTER DRAIN FILTERED WATER SOFT WATER PUMPED WASTE PUMPED DRAIN OIL WATER WASTE PROCESS CHILLED WATER SUPPLY PROCESS CHILLED WATER RETURN LABORATORY PIPING SYSTEM DI DW LCW L HWC v DEIONIZED WATER DISTILLED WATER LABORATORY COLD WATER LABORATORY HOT WATER LABORATORY HOT WATER CIRCULATION ARGON HELIUM AIR VACUUM REFRIGERANT PIPING SYSTEM RSL REFRIGERANT LIQUID LINE REFRIGERANT SUCTION LINE SIGHT GLASS WITH MOISTURE INDICATOR FILTER DRYER DUCTWORK BDD f16x84 1 1 1 6x8 =_4 0 m Y 1-0 N +=i) t==, ,T L BACK DRAFT DAMPER VOLUME DAMPER FLEXIBLE CONNECTION TO MECHANICAL EQUIPMENT TRANSITION — FROM RECTANGULAR TO ROUND TRANSITION — FROM ROUND TO RECTANGULAR RISE IN DUCT (D =DROP IN DUCT) DUCT SIZE (CLEAR INSIDE DIMENSION) • SOUNDLINED DUCTWORK RECTANGULAR DUCT UP RECTANGULAR DUCT DN ROUND DUCT UP ROUND DUCT DN FLEXIBLE DUCTWORK TRANSITION OR REDUCER (FOT =FLAT ON TOP, FOB =FLAT ON BOTTOM) TRANSITION — ECCENTRIC 45' ELBOW, R/D OR R /W =1.5 90' ELBOW, R/D OR R /W =1.5 SQUARE CORNER ELBOW WITH TURNING VANES 90' TAKE —OFF WITH 45' TAPER 45' TAKE —OFF RADIUS TAP IN WYE FITTING RADIUS TEE SQUARE TEE WITH TURNING VANES BULLHEAD TEE • SECTION THRU RECTANGULAR SUPPLY AIR DUCT SECTION THRU RECTANGULAR RETURN OR OUTSIDE AIR DUCT SECTION THRU RECTANGULAR EXHAUST AIR DUCT SECTION THRU ROUND DUCT RECTANGULAR SUPPLY DUCT ROOF PENETRATION RECTANGULAR RETURN OR OUTSIDE AIR DUCT ROOF PENETRATION RECTANGULAR EXHAUST DUCT ROOF PENETRATION ROUND DUCT ROOF PENETRATION FIRE DAMPERS SEPARATE PERMIT REQUIRED FOR: chanicat L'f Electrical ❑ Plumbing ❑ Gas POing City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees F/S F/T S 1 s s -R1-• INLETS AND OUTLETS FIRE FIRE DAMPER FIRE /SMOKE DAMPER SMOKE DAMPER CEILING FIRE DAMPER GRILLE REGISTER OR DIFFUSER TYPE 24x24 RUNOUT SIZE (INCHES) 500 AIR QUANTITY (CFM) [Si cT= -+ CONTROLS (PLAN VIEW) CEILING DIFFUSER 1 -WAY DIRECTION FLOW 2 —WAY DIRECTION FLOW 3 -WAY DIRECTION FLOW RETURN /RELIEF AIR GRILLE EXHAUST AIR GRILLE LINEAR DIFFUSER /GRILLE SUPPLY GRILLE RETURN /EXHAUST GRILLE TRANSFER GRILLE RETURN /EXHAUST AIRFLOW SUPPLY AIR FLOW 0 Tu —xx OG DDC THERMOSTAT OR TEMPERATURE SENSOR SENSOR: SHOWN WITH GUARD (TYPICAL ALL SENSORS) HUMIDISTAT OR HUMIDITY SENSOR CARBON MONOXIDE SENSOR CARBON DIOXIDE SENSOR INDOOR AIR QUALITY SENSOR MOTORIZED DAMPER AIRFLOW MEASURING UNIT DUCT SMOKE DETECTOR TEMPERATURE TRANSMITTER PRESSURE TRANSMITTER AQUASTAT DIFFERENTIAL PRESSURE SENSOR DIFFERENTIAL PRESSURE MONITOR AUTOMATIC CONTROL VALVE, 3 —WAY AUTOMATIC CONTROL VALVE, 2 —WAY DIRECT DIGITAL CONTROL PANEL SWITCH BY MECHANICAL FILE COPY P it No. PG 10-D E � PJgn review approval is subject to errors and omissions. Approval of construction documents does not authorize t` e> b�soIation of any adopted c ode ar ordinance. Receipt approved Field copy ,r� is ac nowledged: r By ' ) Date: City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 b1.- (AK City of Tukwila BUILDING DIVIRIfN RECEIVEr JAN 2 9 2010 RM,IT CENTER 1)G10q--0 11 NOT ALL SYMBOLS MAY APPEAR ON THE DRAWINGS w (1) w bassetti � 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave; Suite 1600 Seattle, WA 98101 T (206) 622 5822 'F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: 09819 January 27. 2010 JMP JMR MECHANICAL LEGEND M0.01 ABBREVIATIONS MV ABV AC AD AFF AFS AFUE AG AHJ AHU AL AMB AP APD AUTOMATIC AIR VENT ABOVE AIR CONDITIONING UNIT ACCESS DOOR ABOVE FINISHED FLOOR AIRFLOW MEASURING STATION ANNUAL FUEL UTILIZATION EFFICIENCY ABOVE GROUND AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT ACOUSTIC LINED (DUCT) AMBIENT ACCESS PANEL AIR PRESSURE DROP ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR - CONDITIONING ENGINEERS, INC. B BDD BHP BOD BOP BTUH BV C CAP CBV CC CD CFD CFM CG CH CHR CHS CHP CKV CLG CO CO2 COMB COND COT COP COTG CU CV CW D DB dB DCVA DDCV DEG DFU DH DI DIA DIM DISC DISCH DN DPV DV DWB 0 (E) EA EAT EER EF EFF EG EJ EL ELEC EMCS EQUIV ESP ET EVAP EWC EWT EXH EXT BOILER BACK DRAFT DAMPER BRAKE HORSE POWER BOTTOM OF DUCT BOTTOM OF PIPE BRITISH THERMAL UNIT PER HOUR BALL VALVE CONDENSATE PIPING CAPACITY CIRCUIT SETTING BALANCING VALVE COOLING ' COIL CEILING DIFFUSER, CONDENSATE DRAIN CEILING FIRE DAMPER CUBIC FEET PER MINUTE CEILING GRILLE CABINET HEATER, CHILLER CHILLED WATER RETURN, CHILLER CHILLED WATER SUPPLY CHILLED WATER PUMP CHECK VALVE CEILING, COOLING CLEANOUT, CO SENSOR CO2 SENSOR COMBUSTION, COMBINATION CONDENSER, CONDENSATE CONTINUE, CONTROL COEFFICIENT OF PERFORMANCE CLEANOUT TO GRADE CONDENSING UNIT, CUBIC CONSTANT VOLUME COLD WATER PIPING DRAIN DRY BULB (TEMPERATURE) DECIBEL DOUBLE CHECK VALVE ASSEMBLY DOUBLE DETECTOR CHECK VALVE DEGREE DRAINAGE FIXTURE UNIT DUCT HEATER DUCTILE IRON DIAMETER DIMENSION LOCATION OF STARTER, DISCONNECT AND CONTROLS DISCHARGE DOWN DIFFERENTIAL PRESSURE VALVE DRAIN VALVE DOMESTIC WATER BOOSTER DIAMETER EXISTING EXHAUST AIR ENTERING AIR TEMPERATURE ENERGY EFFICIENCY RATIO EXHAUST FAN EFFICIENCY EXHAUST GRILLE, ENGINE GENERATOR EXPANSION JOINT ELEVATION ELECTRIC ENERGY MANAGEMENT AND CONTROL SYSTEM EQUIVALENT EXTERNAL STATIC PRESSURE EXPANSION TANK EVAPORATOR, EVAPORATIVE ELECTRIC WATER COOLER ENTERING WATER TEMP EXHAUST EXTERIOR, EXTERNAL F FCO FCU FD FDC FF FFD FLA FLEX FLR FLTR FMS FPM FPS FPVC FS F/S FT FTG FTU FV FW G GA GAL GALV GAHU GC GFU GPM GPRV GRD GV GW GWB H HB HC HD HORIZ HP HRU HST HTG HVAC HW HWC HWR HWS HX HZ FAHRENHEIT, FIRE MAIN PIPING FLOOR CLEANOUT FAN COIL UNIT FIRE DAMPER, FLOOR DRAIN, DRY SPRINKLER ROUTING FIRE DEPARTMENT CONNECTION FOULING FACTOR, FLAT FILTER FUNNEL FLOOR DRAIN FULL LOAD AMPS FLEXIBLE DUCT FLOOR FILTER FLOW MEASUREMENT STATION (HVAC, PLUMBING) FEET PER MINUTE FEET PER SECOND APPROVED PVC FIRE SPRINKLER ROUTING FLOOR SINK FIRE /SMOKE DAMPER FEET, FIN TUBE FOOTING DRAIN FIN TUBE UNIT FACE VELOCITY FILTERED WATER PIPING GAS GAGE GALLONS GALVANIZED GAS AIR HANDLING UNIT GAS COCK GAS FIRED UNIT GALLONS PER MINUTE GAS PRESSURE REDUCING VALVE WITH VENT GRILLES, REGISTER, AND DIFFUSERS GATE VALVE, GLOBE VALVE GREASE WASTE PIPING GYPSUM_ WALLBOARD HUMIDISTAT, HEIGHT HOSE BIBB HEATING COIL HEAD, HUB DRAIN HORIZONTAL HORSEPOWER, HEAT PUMP HEAT RECOVERY UNIT STORAGE TANK HEATING HEATING, VENTILATING, AND AIR CONDITIONING HOT WATER PIPING HOT WATER CIRCULATING PIPING HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER HERTZ IAQ INDOOR AIR QUALITY ID INDIRECT DRAIN IE INVERT ELEVATION IN. INCH IN W.C. INCHES WATER COLUMN IRR IRRIGATION PIPING IW INDIRECT WASTE PIPING kW KILOWATT LAT LB LD LL LPC LR. LVR LWR LWS LWCD LWT MAT MAV MBH MECH MPG MERV MC MCA MOCP MOD LENGTH LEAVING AIR TEMPERATURE POUND, LINEAR BAR LINEAR DIFFUSER REFRIGERANT LIQUID LINE LOW PRESSURE CONDENSATE RETURN LINEAR RETURN LOUVER LOW WALL RETURN LOW WALL SUPPLY LOW WATER CUT -OFF LEAVING WATER TEMPERATURE MIXED AIR TEMPERATURE MANUAL AIR VENT THOUSAND BTU PER HOUR MECHANICAL MEDIUM PRESSURE GAS PIPING MINIMUM EFFICENCY REPORTING VALUE MECHANICAL CONTRACTOR MINIMUM CIRCUIT AMPACITY MAXIMUM OVERCURRENT PROTECTION MOTOR OPERATED DAMPER NA NC NIC NO NO. NP NPCW NPHW NPHWC NTS 02 OA OBD OC OD ORD ORL OSA PV PD PIV PLD POC PRV PSIG QTY RA RD REG REF RF RG RH RI &C RL RLA RPBP RPM RTU RV S SA SAT SCFM SCH SD SENS SF SG SIM SL SMACNA SO SP SPKR. SPS SS ST T TCV TD TDH TEMP TG TOD TOP TOS TOF TPP TSP T'STAT TU TYP UG UH V VA VAV VCD VD VEL VENT VFD VTR W W/ WB wC0 WG WH WHA WM WSEC WSFU. WT NOT APPLICABLE NORMALLY CLOSED, NOISE CRITERIA NOT IN CONTRACT NORMALLY OPEN, NITROUS OXIDE NUMBER NON POTABLE NON POTABLE COLD WATER PIPING NON POTABLE HOT WATER PIPING NON POTABLE HOT WATER CIRCULATING PIPING NOT TO SCALE OXYGEN OUTDOOR AIR OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIMENSION OR DIAMETER OVER -FLOW ROOF DRAIN OVER -FLOW RAIN LEADER OUTDOOR SUPPLY AIR OUTLET VELOCITY PUMP, PRESSURE, PLUMBING FIXTURE PRESSURE DROP, PUMPED DRAIN POST INDICATOR VALVE PLANTAR DRAIN POINT OF CONNECTION PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH GAGE QUANTITY RETURN AIR, RELIEF AIR ROOF DRAIN REGISTER REFERENCE, RETURN /EXHAUST FAN RELIEF FAN RETURN GRILLE ROOF HOOD ROUGH IN AND CONNECT RAIN LEADER RATED LOAD AMPS REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE ROOFTOP UNIT SAFETY RELIEF VALVE SENSOR SUPPLY AIR, SOUND ATTENUATOR SUPPLY AIR TEMPERATURE STANDARD CUBIC FEET PER MINUTE SCHEDULE STORM DRAIN PIPING SENSIBLE SUPPLY FAN, SQUARE FOOT SUPPLY GRILLE, SITE GLASS WITH MOISTURE INDICATOR SIMILAR REFRIGERANT SUCTION LINE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. SCREENED OPENING STATIC PRESSURE SPRINKLER STATIC PRESSURE STATION STAINLESS STEEL, SANITARY SEWER SOUND TRAP TEMPERED WATER PIPING TEMPERATURE CONTROL VALVE TRENCH DRAIN, TEMPERATURE DIFFERENCE TOTAL DYNAMIC HEAD TEMPERATURE TRANSFER GRILLE TOP OF DUCT TOP OF PIPE TOP OF STEEL TOP OF FOOTING TRAP PRIMER PANEL TOTAL STATIC PRESSURE THERMOSTAT TERMINAL UNIT TYPICAL UNDERGROUND UNIT HEATER VENT PIPING, VOLT VALVE VARIABLE AIR VOLUME VOLUME CONTROL DEVICE VOLUME DAMPER VELOCITY VENTILATION, VENTILATOR VARIABLE FREQUENCY DRIVE VENT THRU ROOF WASTE, WATT, WIDE, WATER WITH WET BULB (TEMPERATURE) WALL CLEAN OUT WATER GAGE WATER HEATER, WALL HYDRANT WATER HAMMER ARRESTOR WATER METER WASHINGTON STATE ENERGY CODE WATER SUPPLY FIXTURE UNIT WEIGHT GENERAL NOTES - MECHANICAL 1. COORDINATE MECHANICAL WORK WITH THAT OF OTHER TRADES (ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE). REFER TO ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, AND LANDSCAPE DRAWINGS AND SPECIFICATIONS. COORDINATION SHALL OCCUR PRIOR TO FABRICATION, PURCHASE, AND /OR INSTALLATION OF ALL WORK. 2. BUILDING SPACE IS LIMITED. STRONG ATTENTION TO DETAIL & CARE MUST BE TAKEN WHEN DEVELOPING SHOP DRAWINGS SO ROUTING IS COORDINATED WITH OTHER DISCIPLINES. 3. COORDINATE PLUMBING, HVAC, AND FIRE PROTECTION SYSTEMS ROUTING PRIOR TO INSTALLATION. DURING LAYOUT COORDINATION, DUCTWORK TAKES PRECEDENCE OVER PLUMBING, INCLUDING FIRE PROTECTION SYSTEMS. 4. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS. PROVIDE EXPANSION JOINTS FOR PIPING AND DUCTWORK CROSSING EXPANSION JOINTS. 5. REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE METHODS /LOADS FOR HANGING PIPING /DUCTS FROM STRUCTURAL MEMBERS. 6. REFER TO STEEL FRAMING DETAILS IN STRUCTURAL DRAWINGS FOR FLOOR PENETRATION REQUIREMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE KEEPING OF HIS OWN PROPERTY ON THE JOB SITE. OWNER ASSUMES NO RESPONSIBILITY FOR PROTECTION OF PROPERTIES AGAINST FIRE, THEFT, AND ENVIRONMENTAL CONDITIONS. 8. DO NOT RUN ANY PIPES OR " DUCTS OVER ANY ELECTRICAL PANEL OR SWITCHGEAR. COORDINATE PIPE AND DUCT LOCATIONS TO AVOID ELECTRICAL PANELS. RELOCATE STARTERS TO MAINTAIN CODE REQUIRED CLEARANCE TO ADJACENT EQUIPMENT. INCLUDE ALL COSTS IN BID. 3. PRESSURE/TEMPERATURE TEST PORTS: PROVIDE AT SUPPLY AND RETURN PIPING CONNECTIONS TO EQUIPMENT. 4. PROVIDE AN INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR ADJACENT TO UNDERGROUND NONMETALLIC (PLASTIC) PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALL TERMINATE ABOVE GROUND AT EACH END OF THE PIPING. THE TRACER WIRE SHALL NOT BE LESS THAN NO. 18 AWG AND THE INSULATION TYPE SHALL BE SUITABLE FOR BURIAL. .5. PROVIDE 12" LONG, 34" WIDE FLUORESCENT ORANGE TAPE AT CONCEALED VALVE LOCATIONS. 9. PROVIDE MANUFACTURER'S RECOMMENDED AND CODE REQUIRED CLEARANCES AROUND ALL PIECES OF EQUIPMENT. PIPING & CONDUIT SHALL NOT INTERFERE WITH REQUIRED ACCESS. VERIFY THAT ALL COIL CONNECTIONS AND ACCESS DOORS ARE LOCATED ON MAINTENANCE SIDE OF EQUIPMENT PRIOR TO ORDER. LOCATE STARTERS ' ADJACENT TO EQUIPMENT AS REQUIRED TO MAINTAIN CODE REQUIRED CLEARANCES. 10. EQUIPMENT LAYOUT IS BASED ON EQUIPMENT LISTED IN EQUIPMENT SCHEDULES. ANY OTHER EQUIPMENT USED IS SUBJECT TO MEETING PERFORMANCE REQUIREMENTS OF LISTED EQUIPMENT. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO ASSURE OTHER EQUIPMENT WILL FIT IN AVAILABLE SPACE AND PROVIDE ACCESS FOR SERVICING. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF FIRE RATED ASSEMBLIES. COORDINATE ALL DUCT AND PIPING PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. 12. FIRE CAULK ALL MECH. PENETRATIONS AT THE FLOORS AND ALL FIRE RATED WALLS & SMOKE PARTITION WALLS. SEE ARCHITECTURAL DRAWINGS AND SECTION 078400 FOR ADDITIONAL INFORMATION. 13. SECTION 230900 SHALL PROVIDE CONNECTION TO OCCUPANCY SENSORS DRY CONTACTS (PROVIDED BY DIV 26) IN EVERY CLASS ROOM TO ENABLE OCCUPIED MODE OF HVAC SYSTEM. SEE DIV 26 DRAWINGS FOR SENSOR LOCATIONS. 14. REFER TO 9 SERIES SHEETS FOR ADDITIONAL MECHANICAL SYSTEM INSTALLATION DETAILS. DETAILS ARE TYPICAL AND MAY NOT BE REFERENCED ON FLOOR PLAN SHEETS. 15. PIPE AND DUCT OFFSETS ARE NOT SHOWN AT EVERY LOCATION. IN GENERAL, MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN NATURE. DIV 20 CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH BUILDING CONSTRAINTS AND OTHER TRADES AND SHALL PROVIDE OFFSETS AS REQUIRED. MECHANICAL EQUIPMENT INSTALLATION NOTES 1. ACCESS CLEARANCES FOR MAINTENANCE AND REPLACEMENT: VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. COORDINATE LOCATIONS OF MECHANICAL WORK AND WORK OF OTHER TRADES TO PROVIDE ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE. PIPING NOTES 1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT PIPING CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL VALVES, AND OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR MAINTENANCE. 2. REFRIGERANT PIPING: PROVIDE SIZING AND INSTALLATION IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND IN SUCH A WAY AS TO BE INCONSPICUOUS AND FREE FROM ANY POSSIBLE CONDENSATION. PIPE SIZES NOTED ARE FOR REFERENCE AND SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE CONTROL WIRING BETWEEN EQUIPMENT FOR AN OPERATIONAL SYSTEM. PLUMBING NOTES 1. WATER HAMMER ARRESTERS: PROVIDE AT THE END OF HOT AND COLD WATER LINES SERVING TWO OR MORE FIXTURES. SIZE IN ACCORDANCE WITH PLUMBING AND DRAINAGE INSTITUTE (PDI) REQUIREMENTS. 2. REDUCED PRESSURE BACKFLOW PREVENTERS (RPBP): PROVIDE INDIRECT DRAIN PIPING FROM RPBP TO NEAREST DRAIN. INSTALL FUNNEL AT RPBP IF REQUIRED. 3. ACCESS PANELS: PROVIDE IN NON ACCESSIBLE CEILINGS AND WALLS FOR VALVES, WATER HAMMER ARRESTERS, CLEANOUTS, AND OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE THE BUILDING. REFER TO SPECIFICATIONS. 4. CLEANOUTS: PROVIDE AT THE BASE OF SANITARY DRAINAGE, PROCESS WASTE, AND RAINLEADER CONDUCTORS. 6. SYSTEM BALANCING: BALANCE HVAC SYSTEMS PER ENERGY CODE ENFORCED BY THE LOCAL AHJ AND SUBMIT A WRITTEN REPORT TO THE BUILDING OWNER AND AHJ. REFER TO SPECIFICATIONS FOR ADDITIONAL TESTING, ADJUSTING, AND BALANCING (TAB) REQUIREMENTS. 7. MECHANICAL SYSTEMS COMMISSIONING AND COMPLETION REQUIREMENTS: TEST SYSTEMS TO ENSURE THAT BUILDING SYSTEMS HAVE BEEN DESIGNED, INSTALLED, AND FUNCTION PROPERLY, EFFICIENTLY, AND CAN BE MAINTAINED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS IN ORDER TO SATISFY THE BUILDING OWNER'S DESIGN INTENT AND OPERATIONAL REQUIREMENTS PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. REFER TO SPECIFICATIONS FOR ADDITIONAL COMMISSIONING REQUIREMENTS 8. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE BEEN DESIGNED TO COMPLY WITH ENERGY CODE ENFORCED BY THE LOCAL AHJ. CONTRACTOR IS RESPONSIBLE FOR CORRECT INSTALLATION OF ENERGY CONSERVATION MEASURES. FIRE SPRINKLER NOTES 1. HIGH RISE BUILDING IS COMPLETELY SPRINKLED. SPRINKLER SYSTEM SHALL BE DESIGNED TO MEET ALL LOCAL BUILDING DEPT. & FIRE MARSHAL REQUIREMENTS AS WELL AS EXCEED THE REQUIREMENTS OF N.F.P.A. VOL. 13. REFER TO M5 SERIES PLAN SHEETS AND SECTION 211000 FOR ADDITIONAL INFORMATION 2. FIRE SPRINKLER PIPING SHOWN ON PLUMBING DRAWINGS REPRESENTS RECOMMENDED PIPE ROUTING CONCEPT TO AVOID CONFLICTS. SECTION 211000 SHALL BE RESPONSIBLE FOR COMPLETE DESIGN OF FIRE PROTECTION SYSTEM AND ALL COORDINATION WITH OTHER TRADES. VERIFY ROUTING OF EXPOSED PIPING AND ALL SPRINKLER HEAD LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO SUBMITTAL TO THE FIRE DEPARTMENT. 5. ALL PLUMBING V.T.R.'S SHALL BE A MINIMUM OF 5 FEET FROM FIRE RATED WALLS AND 10 FEET FROM ANY OPENINGS INTO BUILDING OR OSA INTAKE. COORDINATE LOCATIONS WITH ARCHITECT. SHEET METAL NOTES 1. VOLUME DAMPERS: PROVIDE A MANUAL VOLUME DAMPER FOR EACH SUPPLY, RETURN, AND EXHAUST OPENING, LOCATED AS FAR UPSTREAM AS POSSIBLE FROM THE OPENING. PROVIDE A MANUAL VOLUME DAMPER FOR BRANCH MAINS SERVING MORE THAN ONE OPENING. 2. BACKDRAFT DAMPERS: PROVIDE ADJACENT TO LOUVERS UNLESS MOTOR OPERATED DAMPERS PROVIDED. 3. ACCESS DOORS: PROVIDE AT DUCT SMOKE DETECTORS, BACKDRAFT DAMPERS, MOTOR OPERATED DAMPERS, FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE /SMOKE DAMPERS, BOTH SIDES OF DUCT MOUNTED COILS, AIRSTREAM MEASURING UNITS, AND PLENUMS. 4. UNLESS NOTED TO USE LARGER SIZE DUCT, PROVIDE THE FOLLOWING MINIMUM SIZE BRANCH DUCTS TO CEILING DIFFUSERS. 6" DIA. FOR UP TO 120 CFM 8" DIA. FOR 121 -210 CFM 10 DIA. FOR 211 -300 CFM 12" DIA. FOR 301 -450 CFM 14" DIA. FOR 451 -600 CFM 16" DIA. FOR 601 -820 CFM 5. PROVIDE 12" LONG, IA" WIDE FLUORESCENT ORANGE TAPE AT CONCEALED VOLUME DAMPER LOCATIONS. 6. INSTALL DUCT SMOKE DETECTOR (FURNISHED BY DIV. 26) IN RETURN DUCTS OF ALL EQUIPMENT OF 2000 CFM OR HIGHER AIR FLOW. ACTIVATION OF DETECTOR SHALL SHUTDOWN RESPECTIVE UNIT (SHUTDOWN BY 230900). 7. TRANSITION ALL DUCTWORK CONNECTIONS TO INLET /OUTLET CONDITIONS OF MECHANICAL EQUIPMENT AS REQUIRED. ALL TRANSITIONS AND CONNECTIONS SHALL COMPLY W/ SMACNA STANDARDS. 8. STRAIGHT TAP DUCTWORK CONNECTIONS SHALL BE AVOIDED WHENEVER POSSIBLE. PROVIDE CONICAL TRANSITIONS FOR ALL BRANCH DUCTWORK UNLESS SPACE CONSTRAINTS REQUIRE STRAIGHT TAP. ENERGY CODE NOTES 1. MOTORS: COMPLY WITH MINIMUM FULL LOAD EFFICIENCIES LISTED IN ENERGY CODE ENFORCED BY AHJ. 2. PIPING AND DUCT INSULATION: COMPLY WITH THICKNESSES AND TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. 3. DUCT SEALING: SEAL DUCT TRANSVERSE JOINTS AND LONGITUDINAL SEAMS PER ENERGY CODE ENFORCED BY AHJ UNLESS MORE STRINGENT REQUIREMENTS ARE SPECIFIED. 4. RECORD DRAWINGS: SUBMIT TO THE BUILDING OWNER PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. 5. OPERATION AND MAINTENANCE MANUALS: SUBMIT TO THE BUILDING OWNER PER ENERGY CODE ENFORCED BY THE LOCAL AHJ. NON- STRUCTURAL MECHANICAL COMPONENT NOTES 1. THE FOLLOWING ITEMS ARE TAKEN DIRECTLY FROM THE 2006 INTERNATIONAL BUILDING CODE AND FROM THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) STANDARD 7 -05. THE CONTRACTOR SHALL REFER TO THE ABOVE FOR ADDITIONAL INFORMATION, EXCEPTIONS, AND FURTHER DESCRIPTIONS. THE CONTRACTOR SHALL ADHERE TO REQUIREMENTS AND AS SUCH, SHALL BE INCLUDED WITHIN BID. ALSO REFER TO SPECIFICATION SECTION 200548. 2. 2006 IBC. 1613.1, SCOPE: ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND NON- STRUCTURAL COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7 -05, EXCLUDING CHAPTER 14 AND APPENDIX 11A. 3. 2006 IBC. 1706.1 CONTRACTOR RESPONSIBILITY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION OF A SEISMIC - FORCE- RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM, OR SEISMIC - RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS AND SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; B. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. 4. DIVISION 20 RESPONSIBILITIES: A. HANGERS AND SEISMIC BRACING FOR MECHANICAL SYSTEMS SHALL BE DESIGNED AND SPECIFIED BY DIVISION 20. DIVISION 20 SHALL REFER TO THE MECHANICAL DRAWINGS FOR LOCATIONS OF EQUIPMENT AND HUNG MECHANICAL SYSTEMS AS STRUCTURAL DRAWINGS DO NOT SHOW THE LOCATIONS OF MECHANICAL EQUIPMENT, DUCTWORK, PIPING, AND OTHER COMPONENTS. B. DIVISION 20 SHALL COORDINATE THE SUPPORT SYSTEMS AND DESIGN LOADS FOR HUNG PIPING AND OTHER MECHANICAL SYSTEMS (INCLUDING COMBINED MULTIPLE PIPE RUNS) WITH THE GENERAL CONTRACTOR AND THE STEEL AND WOOD JOIST MANUFACTURERS IN ADDITION TO OTHER TRADES THAT MAY BE IMPACTED. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2010 City of Tukwila BUILDING Dimon, RECEIVEr JAN292010 PERMIT CENTER w 0) 2 w 0 bassetti/ architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Spading 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: JSSUE DATE DRAWN BY: CHECKED BY: 09819 January 27. 2010 JMP JMIR MECHANICAL ABBREVIATIONS & GENERAL NOTES M0.02 DOMESTIC WATER HEATER SCHEDULE MARK LOCATION /AREA SERVED MANUFACTURER /MODEL NO. EFFICIENCY CAPACITY (GAL) E LECTRICAL HEATING INPUT (MBH) RECOVERY CAPACITY AT 60F RISE GAS RUNOUT (IN) DIMENSION LxWxH (INxINxIN) OPERATING WEIGHT (LBS) REMARKS MOTOR V /PH DIMENSION DWH -01 BOILER / BLDG AO SMITH CYCLONE XHE BTH -199 95% 100 500 W 120/1 199 MBH 380 3/4" 28 "0x78" 1300 1) 2) DWH -02 BOILER / BLDG AO SMITH CYCLONE XHE BTH -199 95% 100 500 W 120/1 199 MBH 380 3/4" 28 "0x78" 1300 1) 2) DWH -03 BOILER / KITCHEN AO SMITH CYCLONE XHE BTH -250 95% 100 500 W 120/1 240 MBH 460 1" 28 "0x78" 1300 1) 2) EWH -01 JANITOR / SCIENCE AO SMITH DSE -20 100% 100 - 208/1 3 KW 20 - 27 "0x28" 320 3) ARMSTRONG 4360 -3D 1800 130 20 1.5 480/3 14x9x16 88 2) 3) CP -01 BOILER 110 DOMESTIC CIRC . 1) Provide draft hood w/ motorized damper, 4" ABS vent and combustion air pipe and vertical concentric vent termination kit thru roof, seismic restraint to floor and wall. 2) Provide interlock relay ignition circuit to mushroom panic switch to interrupt firing. 3) Provide seismic restraint to floor and wall. PUMP SCHEDULE MARK LOCATION LOCATION AREA SERVED MANUFACTURER /MODEL NO RPM GPM (GPM) HEAD (FT) ELECTRICAL DIMENSION LxWxH (INxINxIN) WEIGHT (LBS) REMARKS MOTOR (HP) V /PH HWP -01 BOILER 30 "DIAx60" BUILDING HEATING LOOP ARMSTRONG 4300- 3x3x10 1800 194 80 10 480/3 21x14x36 545 1) 3) HWP -02 BOILER f BUILDING HEATING LOOP ARMSTRONG 4300- 3x3x10 1800 194 80 10 480/3 21x14x36 545 1) 3) CHWP -01 BOILER BUILDING COOLING LOOP ARMSTRONG 4300- 5x5x11.5 1800 597 90 25 480/3 31x17x45 775 1) 3) BP -01 BOILER BOILER 1 CIRC ARMSTRONG 4360 -3D 1800 130 20 1.5 480/3 14x9x16 88 2) 3) BP -02 BOILER 1 BOILER 1520 BOILER 2 CIRC ARMSTRONG 4360 -3D 1800 130 20 1.5 480/3 14x9x16 88 2) 3) CP -01 BOILER 110 DOMESTIC CIRC . ARMSTRONG ASTRO B -50 1800 12 10 1/6 120/1 7x3x7 75 BORDER TYPE / HARD OR LAY -IN CP -02 BOILER i DOMESTIC CIRC ARMSTRONG ASTRO B -50 1800 12 10 1/6 120/1 7x3x7 75 DUAL HEIGHT DRINKING FOUNTAIN CP 03 BOILER KITCHEN £IRC ARMSTRONG ASTRO B -50 1 .800 1 2 10 1 -6 / 1 20/ 1 7x3x7 75 BORDER TYPE /HARD OR LAY -IN CP -04 JANITOR SCIENCE CIRC ARMSTRONG ASTRO B -50 1800 12 10 1 /6 120/1 7x3x7 75 P -11 WASHING MACHINE HOOKUP 2" 1 1/2" 1/2" 1/2" F TITUS 50F ANEMOSTAT, TUTTLE & BAILEY RET /EXH BORDER TYPE /HARD OR LAY -IN 1) Pumps provided as part of hydronic pumping package. Pumps shall be provided w/ VFD's. 2) Control thru BSIP. 3) Provide P &T taps on each side of pump. HYDRONIC / DOMESTIC ACCESSORIES SCHEDULE MARK AREA SERVED LOCATION MAKE & MODEL DESCRIPTION GPM WEIGHT DIMENSION (IN) REMARKS ET -01 HEATING SYSTEM BOILER 1520 AMTROL AX -260, 158 GAL TANK VERT. BLADDER ASME EXP TANK - 1000 30 "DIAx60" 1) 56 GAL ACCEPTANCE VOLUME ET -02 i COOLING SYSTEM BOILER 1520 AMTROL AX -60V, 33.6 GAL TANK VERTICAL BLADDER ASME EXP TANK - 225 17 "DIAx46" 1) 11.3 GAL ACCEPTANCE VOLUME AS -01 HEATING SYSTEM BOILER 1520 5" SPIROTHERM SPIROVENT VDT -500 AIR & DIRT SEPARATOR 194 238 13x28x42 ADA HEIGHT, SEE ARCH FOR ELEVATION AS -02 COOLING SYSTEM BOILER 1520 8" SPIROTHERM SPIROVENT VDT -800 AIR & DIRT SEPARATOR 597 436 16x34x52 WHITE DET -01, DWH -01 EXPANSION TANK BOILER 1520 AMTROL THERMXTROL ST -20V -C ASME POTABLE EXPANSION TANK - 110 12 "DIAx21" 2) DET -02 DWH -02 EXPANSION TANK BOILER 1520 AMTROL THERMXTROL ST -20V -C ASME POTABLE EXPANSION TANK - 110 12 "DIAx21" 2) DET -03 DWH -03 EXPANSION TANK BOILER 1520 AMTROL THERMXTROL ST -20V -C ASME POTABLE EXPANSION TANK - 110 12 "DIAx21" 2) DET -04 EWH -01 EXPANSION TANK JAN 2330 AMTROL THERMXTROL ST -20V -C ASME POTABLE EXPANSION TANK - 110 12 "DIAx21" 2) P -7 1) CHARGE TANK TO 25 PSI 2) ADJUST PRE- CHARGE ON TANK TO EQUAL INCOMING PRESSURE PRIOR TO INSTALL. AIR DEVICE SCHEDULE (SPECIFICATION 15880) MARK MANUFACTURER APPROVED EQUIVALENT MANUFACTURERS SUPPLY/ RETURN/ EXH TYPE . NECK SIZE (L" X W ") FACE SIZE (L" X W ") FRAME . TYPE FINISH MATERIAL ACCESSORIES REMARKS A TITUS TMSA ANEMOSTAT, TUTTLE & BAILEY SUPPLY BORDER TYPE /HARD OR LAY -IN PER PLANS 24x24 1 WHITE STEEL FOUR WAY 1 85.5 84.0 KINDERGARTEN FLOOR MOUNTED P -2 URINAL 2" 1 1/2" 3/4" 5.0 87.5 87.5 ADA HEIGHT, SEE ARCH FOR ELEVATION B TITUS TMSA ANEMOSTAT, TUTTLE & BAILEY SUPPLY BORDER TYPE /HARD OR LAY -IN PER PLANS 12x12 1 WHITE STEEL FOUR WAY 1 1 1 /2" 1 /2" 1/2" 90.2 20.0 ADA COMPLIANT W/ WCO P -4 MOP SINK 3" 2" 3/4" 3/4" C TITUS TMSA ANEMOSTAT, TUTTLE & BAILEY SUPPLY BORDER TYPE /HARD OR LAY -IN PER PLANS 24x24 1 WHITE STEEL A3, THREE WAY 1 P -6 STAFF LOUNGE SINK 2" 1 1/2" 1/2" 1/2" 93.6 93.6 ADA COMPLIANT W/ WCO & DISPOSER P -7 HEALTH SINK 2" D TITUS TMSA ANEMOSTAT, TUTTLE & BAILEY SUPPLY BORDER TYPE / HARD OR LAY -IN PER PLANS 12x12 1 WHITE STEEL ONE WAY 1 & 4 W /PRESSURE BALANCED MIX VALVE P -9 DUAL HEIGHT DRINKING FOUNTAIN 1 1/2" 1 '1/2" 1 /2" E TITUS TMSA ANEMOSTAT, TUTTLE & BAILEY SUPPLY BORDER TYPE /HARD OR LAY -IN PER PLANS 24x24 1 WHITE STEEL A3, TWO WAY 1 1/2" P -11 WASHING MACHINE HOOKUP 2" 1 1/2" 1/2" 1/2" F TITUS 50F ANEMOSTAT, TUTTLE & BAILEY RET /EXH BORDER TYPE /HARD OR LAY -IN PER PLANS PER PLANS 1 WHITE ALUMINUM PFA 2, 6 P -13 INSTA -HOT 1/2,. P -14 MACHINE SHOP SINK 2" G TITUS 355FL ANEMOSTAT, TUTTLE & BAILEY SUPPLY BORDER TYPE /HARD OR LAY -IN PER PLANS PER PLANS 1 WHITE ALUMINUM - 2, 6 P -16 EMERGENCY EYEWASH /SHOWER 2" 1 1 /2" 1 /2" 1 /2" HOT WATER TEMPERING VALVE H TITUS CT -580 ANEMOSTAT, TUTTLE & BAILEY SUPPLY LINEAR BAR DIFFUSER PER PLANS PER PLANS 7 ALUMINUM ALUMINUM - 6 1 1/2" 1 /2" 1/2" HOT WATER TEMPERING VALVE P -17 COMPRESSED AIR HOSE REEL L TITUS DL ANEMOSTAT, TUTTLE & BAILEY SUPPLY DRUM LOUVER PER PLANS PER PLANS 1 REFER TO ARCH ALUMINUM - P -19 AIR TURRET 1/2 ". P -20 BIOLOGY LAB SINK 2" M TITUS 300RL ANEMOSTAT, TUTTLE & BAILEY SUPPLY DBL DEFLECTION SIDEWALL PER PLANS . PER PLANS 1 WHITE STEEL - 4, 6 ADA COMPLIANT W/ WCO. P -22 NOT USED - - - - N TITUS 33RL ANEMOSTAT, TUTTLE & BAILEY RET /EXH 38DEG SIDEWALL /SURFACE PER PLANS PER PLANS 1 PRIMED STEEL - 6 1 1/2" 1/2" 1/2" 1/2" 1/2" P -24B SINGLE SASH FUME HOOD 1 1/2" 1 1/2" 1/2" 1/2" 0 TITUS ANEMOSTAT, TUTTLE & BAILEY SUPPLY ML -38 PER PLANS PER PLANS 1 WHITE ALUMINUM - 5 FWH FREEZE PROOF WALL HYDRANT 3/4" FWH -1 FREEZE PROOF WALL HYDRANT P KEES -GHD15 ANEMOSTAT, TUTTLE & BAILEY RET /EXH HEAVY DUTY BAR GRILLE PER PLANS PER PLANS WELDED PRIMED STEEL SECURITY SCREWS 4 W/ SS LOCKING ACCESS PANEL, 120V CONNECTION FD FLOOR DRAIN 2" 1-1/2" FD -2 -MARK, GRILLE, REGISTER OR DIFFUSER TYPE E OSFFUSERS (INCHES)) 12 O SEE SUN & RCNN (SEE SUPPLY RETUNCODETAIL AIR QUANTITY (CFM) 500 ACCESSORIES: A3 - THREE WAY FLOW SS - STAINLESS STEEL REMARKS: 1. ADJUSTABLE DISCHARGE, PLASTER TRIM 2. WITH PLASTER FRAME 3. 4" DEEP, PROVIDE W/ 1/2" BIRDSCREEN. PAINT PER ARCHITECTURAL DRAWING. PROVIDE INTERMEDIATE SUPPORT MULLIONS AS REQUIRED. 4. PROVIDE WITH OPPOSED BLADE DAMPER WHERE SHOWN ON DRAWINGS 5. ALL DIFFUSERS 2 -SLOT. 6. NECK SIZES SHOWN ON PLANS. 7. CONCEALED SIDEWALL FRAME AND BORDER. TRAP PRIMER SCHEDULE TAG MAKE & MODEL NUMBER OF OUTLETS PIPE CONNECTIONS ELEC V / PH. REMARKS INLET OUTLETS TPP PPP, PRIME -TIME 4 TO 16 3/4" 1 /2" 120 / 1 ELECTRONIC TRAP PRIMER MANIFOLD. SURFACE MOUNTED ON 82.5 80.0 ADA HEIGHT, SEE ARCH FOR ELEVATION P -1A WATER CLOSET 4" MASONRY WALLS, RECESSED MOUNTED IN FRAMED WALLS PLUMBING FIXTURE CONNECTION SCHEDULE P -N0. FIXTURE WASTE VENT COLD 120'F HOT GAS AIR REMARKS P -1 WATER CLOSET 4" 2" 1" 80.0 82.5 80.0 ADA HEIGHT, SEE ARCH FOR ELEVATION P -1A WATER CLOSET 4" 2" 1" 84.0 • 85.5 84.0 KINDERGARTEN FLOOR MOUNTED P -2 URINAL 2" 1 1/2" 3/4" 5.0 87.5 87.5 ADA HEIGHT, SEE ARCH FOR ELEVATION P -3 LAVATORY (WALL MTD) 1 1/2" 1 1 /2" 1 /2" 1 /2" 10.0 89.5 ADA COMPLIANT W/ WCO P -3A CUSTODIAL LAVATORY (WALL MTD) 1 1/2" 1 1 /2" 1 /2" 1/2" 90.2 20.0 ADA COMPLIANT W/ WCO P -4 MOP SINK 3" 2" 3/4" 3/4" 92.4 91.7 PROVIDE INTEGRAL STOP- CHECKS P -5 WORK ROOM SS SINK 2" 1 1 /2" 1 /2" 1/2" 93.0 93.0 ADA COMPLIANT W/ WCO. P -6 STAFF LOUNGE SINK 2" 1 1/2" 1/2" 1/2" 93.6 93.6 ADA COMPLIANT W/ WCO & DISPOSER P -7 HEALTH SINK 2" 1 1 /2" 1 /2" 1 /2" ADA COMPLIANT W/ WCO P -8 SHOWER 2 "FD 1 1 /2" 1 /2" 1 /2" W /PRESSURE BALANCED MIX VALVE P -9 DUAL HEIGHT DRINKING FOUNTAIN 1 1/2" 1 '1/2" 1 /2" P -9A HYDRATION STATION 1 1/2" 1 1/2" 1/2" P -10 CW SERVICE BOX 1/2" P -11 WASHING MACHINE HOOKUP 2" 1 1/2" 1/2" 1/2" RECESSED WALL BOX P -12 DISHWASHER HOOKUP 1 1/2" 1/2" PROVIDE AIR GAP FITTING AT SINK P -13 INSTA -HOT 1/2,. P -14 MACHINE SHOP SINK 2" 1 1/2" 1/2" 1/2" ADA COMPLIANT W/ WCO P -15 NOT USED - - - - P -16 EMERGENCY EYEWASH /SHOWER 2" 1 1 /2" 1 /2" 1 /2" HOT WATER TEMPERING VALVE _ 6 P 16A .. EMERGENCY EYEWASH 2" 1 1 2" / 1 , 2" / 1 2" / HOT WATER TEMPERING VALVE P-1 6B RECESSED EMERGENCY EYEWASH /SHOWER 2" 1 1/2" 1 /2" 1/2" HOT WATER TEMPERING VALVE P -17 COMPRESSED AIR HOSE REEL 1/2" P -18 GAS TURRET 1/2" P -19 AIR TURRET 1/2 ". P -20 BIOLOGY LAB SINK 2" 1 1 /2" 1 /2" 1 /2" ADA COMPLIANT W/ WCO ... P -21 PREP SINK 2" 1 1 /2" 1 /2" 1 /2" ADA COMPLIANT W/ WCO. P -22 NOT USED - - - - P -23 CHEMISTRY SINK 2" 1 1/2" 1/2" 1/2" ADA COMPLIANT W/ WCO. SINK FURNISHED BY OTHERS. P -24A DOUBLE SASH FUME HOOD 1 1/2" 1 1/2" 1/2" 1/2" 1/2" 1/2" P -24B SINGLE SASH FUME HOOD 1 1/2" 1 1/2" 1/2" 1/2" 1/2" 1/2" HB HOSE BIBB 3/4" 3/4" FWH FREEZE PROOF WALL HYDRANT 3/4" FWH -1 FREEZE PROOF WALL HYDRANT 3/4" 3/4" TPP ELECTRONIC TRAP PRIMER PANEL 1/2" W/ SS LOCKING ACCESS PANEL, 120V CONNECTION FD FLOOR DRAIN 2" 1-1/2" FD -2 FLOOR DRAIN W/ HINGED GRATE 2" 1-1/2" FD -3 EXTERIOR DRAIN 2" 1-1/2" FFD FUNNEL FLOOR DRAIN 2" 1-1/2" AFD ACID FLOOR DRAIN 2" 1-1/2" FS -1 FLOOR SINK, 8 1/2" SQUARE 2" 2" FS -2 FLOOR SINK, 12 1 /2" SQUARE 3" 2" NOTE: TO ALL PLUMBING FIXTURES UNLESS NOTED OTHERWISE. HAMMER ARRESTOR AT SIZE LISTED ON EACH HW & CW DROP OR PER MFR DETAILS. 1 MAKE FINAL CONNECTIONS 2) PROVIDE WATER ELECTRIC MOTOR EFFICIENCY SCHEDULE • Synchronous Speed (rpm) Open Motors Closed Motors 1,800 1,200 1,800 1,200 HP Efficiency Efficiency Efficiency Efficiency 1.0 82.5 80.0 82.5 80.0 1.5 84.0 84.0 84.0 85.5 2.0 84.0 • 85.5 84.0 86.5 3.0 86.5 86.5 87.5 87.5 5.0 87.5 87.5 87.5 87.5 7.5 88.5 88.5 89.5 89.5 10.0 89.5 90.2 89.5 89.5 15.0 91.0 90.2 91.0 90.2 20.0 91.0 91.0 91.0 90.2 25.0 91.7 91.7 92.4 91.7 30.0 92.4 92.4 92.4 91.7 40.0 93.0 93.0 93.0 93.0 50.0 93.0 93.0 93.0 93.0 60.0 93.6 93.6 93.6 93.6 *Design A & B squirrel -cage, T -frame induction permanently wired polyphase motors of 1 hp or more having synchronous speeds of 1,800 and 1,200 rpm shall have a nominal full -load motor efficiency no less than the corresponding values rated in accordance with IEEE Standard 112, test method B: TO H.W. & C.W. SUPPLY RUNOUTS TO LAST FIXTURE SHALL NOT BE SMALLER THAN SIZE REQUIRED FOR ARRESTERS I TO FIXTURES TO FIXTURES TYPICAL DUCT FITTINGS LOW PRESSURE DUCTS NAME SINGLE LINE DOUBLE LINE SERVICE SUPPLY 90' ELBOW (45' EL. SIMILAR) 1/2" 10M SUPPLY kat R=W R SC -750 A2 EXHAUST OR RETURN 90' ELBOW (45' EL. SIMILAR) 33 -60 SIM R= 1/2 W EXHAUST OR RETURN A3 A4 (MIN.) R RADIUS TAP -IN (LATERAL TAP -IN A SC -1250 EXHAUST: SUPPLY: SUPPLY, EXHAUST RETURN I I .L 1 a R= /2W ' , W R =W (MIN.) R to RADIUS TAP -IN W/ REDUCER (LATERAL TAP -IN SIMILAR) I SUPPLY, EXHAUST OR RETURN MPS TAP -IN BEFORE TAPER l I J COMBINATION TEE I SUPPLY, EXHAUST OR RETURN 'L 1 y W.0./ REDUCER 4. W/ REDUCER SQUARE ELBOW (AVOID USING WHERE POSSIBLE), SUPPLY, EXHAUST OR RETURN " r DOUBLE WIDTH TURNING VANES (TYP.) ® STRAIGHT TAP -IN (AVOID USING WHERE POSSIBLE) SUPPLY I I j - �; - AIR EXTRACTORS AIR FLOW NOTE: USE TABLE 10 -1 UNIFORM PLUMBING CODE FOR FIXTURE UNITS, FOR SIZING WATER HAMMER ARRESTERS WATER HAMMER ARRESTERS PIPING TO LAST FIXTURE WATER HAMMER ARRESTER DIAGRAM NO SCALE PG l0 -0 l RECEIVED JAN 29 2010 PERMIT CENTEF. WATER HAMMER ARRESTOR SIZING SCHEDULE MARK FIXTURE UNITS SIZE PPP MODEL NUMBER 1 -11 1/2" SC -500 Al 12 -32 3/4" SC -750 A2 33 -60 1" SC -1000 A3 A4 61 -113 1 1/4" SC -1250 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 City of Tukwila BUILDING Dion, rw v) w 0 bassetll/ architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle- WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 0ns1R January 27. 2010 JMP JMR MECHANICAL SCHEDULES M0.03 ;HEAT EXCHANGER SCHEDULE UNIT AREA SERVED MANUFACTURER MODEL . CFM EFFICIENCY WEIGHT DIMENSIONS LxWxH (IN) REMARKS HX -01 WEST BKM REVERSE -FLOW 15000 90% 12550 Ibs 236x96x94 1) HX -02 EAST BKM REVERSE -FLOW 15000 90% 12550 Ibs 236x96x94 1) I NOTES: with electronic damper actuator option. 1) Provide ELECTRIC HEATER SCHEDULE MARK AREA SERVED MAKE & MODEL DESCRIPTION CFM ELECTRICAL WEIGHT DIMENSION (IN) REMARKS HP /W /FLA V /PH EH -01 BOILER QMARK MUH 05 -41 UNIT HEATER 350 5000 W 480/3 30 16x8x14 SCREW EH -02 FIRE COMMAND ROOM QMARK MUH 03 -41 UNIT HEATER 350 3000 W 480/3 30 16x8x14 480/3 EH -03 MECHANICAL ROOM (W) QMARK MUH 05 -41 UNIT HEATER 350 5000 W 480/3 30 16x8x14 COOLING EH -04 MECHANICAL ROOM (W) QMARK MUH 05 -41 UNIT HEATER 350 5000 W 480/3 30 16x8x14 1951 EH -05 MECHANICAL (E) QMARK MUH 05 -41 UNIT HEATER 350 , 5000 W 480/3, 30 16x8x14 1980 EH -06 ,ROOM MECHANICAL ROOM (E) QMARK MUH 03 -41 UNIT HEATER 350 5000 W 480/3 30 16x8x14 2 -WAY EH -07 GENERATOR ROOM QMARK MUH 03 -41 UNIT HEATER 350 3000 W 480/3 30 16x8x14 480/3 30% CHILLER SCHEDULE MARK LOCATION MAKE & MODEL TYPE CAPACITY GPM /dP (FT) EWT LWT EER c, 86 F. EAT IPLV KW MCA MOP V /PH DIMEN (IN) WEIGHT REMARKS C -1 SERVICE YARD PETRA APSa200 -2D SCREW 190.0 TONS 491 / 19 55.0 45 11.3 12.87 216.5 491 600 480/3 317x88x110 16000 LBS 1) 2) 3) 4) 1) Provide with factory 3 pole circuit breaker /disconnect, flow switch, 120V freeze protection circuit, control circuit and EMCS interconnect controls. 2) Provide unit with louvered factory condenser coil guards and wire mesh screen protection for access to service area below 3) Provide with factory sound attentuation package including low noise fans and compressor blanket and box. 4) Maintain minimum flow rate of 357 gpm thru chiller at all times. BOILER SCHEDULE MARK LOCATION MANUFACTURER /MODEL NO. EFFICIENCY FLUE SIZE (DIA) ELECTRICAL HEATING INPUT (MBH) HEATING OUTPUT (MBH) GAS RUNOUT (IN) DIMENSION LxWxH (INxINxIN) OPERATING WEIGHT .v (LBS) FILT % ECONOMIZER DAMPERS REMARKS MOTOR (HP) V /PH MIN OA B -01 BOILER BURNHAM MPC12 HIGH EFFICIENCY CAST IRON MULTI -PASS 86% 14" 1.5 480/3 2325 1951 2 123x43x75 7500 ' 1) 2) 3) 4) COOLING EAT DB /WB B -02 BOILER BURNHAM MPC12 HIGH EFFICIENCY CAST IRON MULTI -PASS 86% 14" 1.5 480/3 2325 1951 2 123x43x75 7500 1) 2) 3) 4) 3500 3300 1980 r 2 1.7 1.25 3105 50.9 0.15 0.2 3.4 1" 2 -WAY 129.0 78/63 0.56 10 25.8 2" 1) 2) 3) 4) Provide with flues supplied from boiler manufacturer representative, barometric dampers, relief valve, gas regulating valve, and IRI gas train. Provide with powerflame C- series gas burners 480/3ph. Boiler MFR shall provide boiler sequencing panel with single point pwer connection and all required controls, see Div 15650. Provide interlock relay ignition circuit to mushroom panic switch to interrupt firing. 2780 480/3 30% FACTORY AIR HANDLING UNIT SCHEDULE UNIT AREA SERVED MAKE & MODEL SUPPLY FAN RETURN/ RELIEF FAN HEATING COIL COOLING COIL DIMEN (LxWxH) WEIGHT V /PH FILT % ECONOMIZER DAMPERS REMARKS HIGH CFM LOW CFM MIN OA %OSA MOTOR HP TSP (IN) ESP (IN) RPM HIGH CFM LOW CFM MOTOR HP TSP (IN) ESP (IN) RPM HEATING MBH HC MAX APD -(IN) MAX WPD (FT) GPM BRANCH VALVE HWS /R (IN) TYPE COOLING EAT DB /WB CC MAX APD (IN) MAX WPD (FT) GPM BRANCH CWS /R (IN) VALVE TYPE MBH VAH -01 ADMIN FIRST FLOOR (W) SILENTAIRE 3300 1980 990 30% 5 3.9 2.7 3500 3300 1980 r 2 1.7 1.25 3105 50.9 0.15 0.2 3.4 1" 2 -WAY 129.0 78/63 0.56 10 25.8 2" 2 -WAY 137x45x83 2780 480/3 30% FACTORY 2, 3, 6, 7, 8, 9, 10 !VAH -02 ADMIN FIRST FLOOR (E) SILENTAIRE _ 2465 1479 740 30% 5 3.8 2.6 3500 2465 1479 2 1.6 12 1770 38.1 0.15 02 2.5 3/4" 2 -WAY 96.3 78/63 0.56 10 19.3 2" 3 -WAY 137x45x83 2800 480/3 30% FACTORY 2, 3, 6, 7, 8, 9, 10 VAH -03 GYM & COMMONS SILENTAIRE 16700 6680 1000 6% 15 3 1.8 . 1170 16700 6680 15 2.4 2 1170 294.5 0.15 0.2 19.6 2" 3 -WAY 322.5 78/63 0.56 10 64.5 2 1/2" 3 -WAY 263x94x73 7500 480/3 30% FACTORY 1, 2, 3, 6, 7, 8, 10 VAH -04 OFFICES SECOND FLOOR (E) SILENTAIRE 1050 630 320 30% 2 3.7 2.7 3665 1050 630 1.5 1.7 1.3 3595 16.5 0.15 0.2 1.1 3/4" 2 -WAY 41.2 78/63 0.56 10 8.2 1 1/4" 3 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 6, 7, 8, 9, 10 AH -01 CUSTODIAN SILENTAIRE 300 - 90 30% 1.5 2.4 1.4 3360 300 - 1 1.5 1.2 3130 9.6 0.15 0.2 0.6 1/2" 2 -WAY 11.7 78/63 0.56 10 2.3 3/4" 2 -WAY 102x34x65 1500 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 LOADING /HOLDING SILENTAIRE 600 - 180 30% 1.5 2.6 1.5 3918 600 - 1 1.6 1.25 3370 19.1 0.15 0.2 1.3 3/4" 2 -WAY - - - - - - - 102x34x65 1500 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -02 AH -03 FIRST FLOOR CLASS NE SILENTAIRE 1200 - 360 30% 2 2.6 1.4 3395 1200 - 1 1.7 1.2 1983 38.1 0.15 0.2 2.5 3/4" 3 -WAY 46.9 78/63 0.56 10 9.4 1 1/4" 3 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -04 SMALL PROJECT LAB SILENTAIRE 1275 - 390 31% 2 2.6 1.5 3432 1275 - 1 1.7 1.25 1983 40.9 0.15 02 2.7 3/4" 3 -WAY 50.1 78/63 0.56 10 10.0 1 1/4" 3 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -05 LARGE PROJECTS LAB SILENTAIRE 3000 - 900 30% 3 2.9 1.7 1770 3000 - 2 1.9 1 1770 95.2 0.15 0.2 6.3 1 1/4" 3 -WAY 117.2 78/63 0.56 10 23.4 2" 3 -WAY 140x45x95 3000 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -06 MACHINE SHOP SILENTAIRE 4000 - 1200 30% 5 2.7 1.5 1770 4000 - 3 1.7 1.3 1170 126.9 0.15 0.2 8.5 1 1 /4" 2 -WAY 156.3 78/63 0.56 10 31.3 2" 3 -WAY 140x45x95 3400 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -07 KITCHEN SILENTAIRE 2725 - 820 30% 3 2.5 1.3 1770 2725 - 2 1.5 1.1 1770 86.6 0.15 0.2 5.8 1" 2 -WAY 106.6 78/63 0.56 10 21.3 2" 2 -WAY 137x45x83 3000 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -08 SECOND FLOOR RESTROOMS SILENTAIRE 985 - 300 30% 1.5 2.4 1.3 3758 985 - 1 1.5 1.1 2116 31.5 0.15 0.2 2.1 3/4" 2 -WAY 38.7 78/63 0.56 10 7.7 1 1/4" 2 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -09 LOBBY SILENTAIRE 3600 - 1080 30% 3 2.9 1.7 1770 3600 - 3 1.9 1 1770 114.2 0.15 0.2 7.6 1 1/4" 2 -WAY 140.7 78/63 0.56 10 28.1 2" 2 -WAY 140x45x95 3400 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -10 SECOND FLOOR CLASS NE SILENTAIRE 1200 - 360 30% 2 2.6 1.5 3395 1200 - 1 1.7 1.3 1983 38.1 0.15 0.2 2.5 3/4" 2 -WAY 46.9 78/63 0.56 10 9.4 1 1/4" 3 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -11 SECOND FLOOR CLASS ENE SILENTAIRE 1200 - 360 30% 2 2.7 1.7 3432 1200 - 1 1.9 1 3993 38.1 0.15 0.2 2.5 3/4" 2 -WAY 46.9 78/63 0.56 10 9.4 1 1/4" 3 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -12 HALLWAY SECOND FLOOR (E) SILENTAIRE 2200 - 660 30% 3 2.9 1.7 1770 2200 - 2 1.9 1 1770 69.8 0.15 0.2 4.7 1" 2 -WAY 86.0 78/63 0.56 10 17.2 2" 3 -WAY 140x45x95 3000 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -13 GENERAL LAB SILENTAIRE 3000 - 900 30% 3 2.9 1.7 1770 3000 - 2 1.9 1 1770 95.2 0.15 0.2 6.3 1 1/4" 2 -WAY 117.2 78/63 0.56 10 23.4 2" 2 -WAY 140x45x95 3200 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -14 CAD LAB SILENTAIRE 3000 - 900 30% 3 2.7 1.5 1770 3000 - 2 1.7 1.3 1770 218.3 0.15 0.2 14.6 1 1/2" 3 -WAY 168.4 78/63 0.56 10 33.7 2" 3 -WAY 140x45x95 3200 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -15 SECOND FLOOR CLASS SE SILENTAIRE 1200 - 360 30% 2 2.6 1.5 3395 1200 - 1 1.7 1.3 1983 38.1 0.15 0.2 2.5 3/4" 3 -WAY 46.9 78/63 0.56 10 9.4 1 1/4" 3 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -16 THIRD FLOOR CLASS NW SILENTAIRE 1200 - 360 30% 2 2.6 1.5 3395 1200 - 1 1.7 1.3 1983 38.1 0.15 0.2 2.5 3/4" 2 -WAY 46.9 78/63 0.56 10 9.4 1 1/4" 2 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -17 THIRD FLOOR CLASS NNW SILENTAIRE 1200 - 360 30% 2 2.6 1.5 3395 1200 - 1 1.7 1.3 1983 38.1 0.15 0.2 2.5 3/4" 2 -WAY 46.9 78/63 0.56 10 9.4 1 1/4" 2 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -18 PRO LEARNING SILENTAIRE 1295 - 390 30% 2 2.6 1.5 3432 1295 - 1 1.7 1.3 1983 41.2 0.15 0.2 2.7 3/4" 2 -WAY 50.7 78/63 0.56 10 10.1 1 1/4" 2 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -19 STAFF LOUNGE SILENTAIRE 1200 - 360 30% 2 2.6 1.5 3395 1200 - 1 1.7 1.3 1983 38.1 0.15 0.2 2.5 3/4" 2 -WAY 46.9 78/63 0.56 10 9.4 1 1/4" 2 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -20 HALLWAY THRID FLOOR (W) SILENTAIRE 2895 - 870 30% 3 2.9 1.7 1770 2895 - 2 1.9 1 1770 91.9 0.15 0.2 6.1 1" 2 -WAY 113.2 78/63 0.56 10 22.6 2" 2 -WAY 140x45x95 3200 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -21 THIRD FLOOR CLASS WSW SILENTAIRE 1500 - 450 30% 2 2.7 1.5 3495 1500 - 1 1.7 1.3- 2015 47.6 0.15 0.2 3.2 1" 2 -WAY 58.6 78/63 0.56 10 11.7 1 1/2" 2 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -22 THIRD FLOOR CLASS SW SILENTAIRE 1200 - 360 30% 2 2.6 1.5 3395 1200 - 1 1.7 1.3 1983 38.1 0.15 0.2 2.5 3/4" 2 -WAY 46.9 78/63 0.56 10 9.4 1 1 /4" 2 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -23 THIRD FLOOR CLASS S SILENTAIRE 1200 - 360 30% 2 2.6 1.5 3395 1200 - 1 1.7 1.3 1983 38.1 0.15 0.2 2.5 3/4" 2 -WAY 46.9 78/63 0.56 10 9.4 1 1 /4" 2 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -24 THIRD FLOOR CLASS SS SILENTAIRE 1295 - 390 30% 2 2.6 1.5 3432 1295 - 1 1.7 1.3 1983 41.2 0.15 0.2 2.7 3/4" 2 -WAY 50.7 78/63 0.56 10 10.1 1 1/4" 2 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -25 THIRD FLOOR CLASS NNE - SILENTAIRE 1200 - 360 30% 2 2.6 1.5 3395 1200 - 1 1.7 1.3 .1983 38.1 0.15 0.2 2.5 3/4" 2 -WAY 46.9 78/63 0.56 10 9.4 1 1/4" 3 -WAY 102x34x65. 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -26 THIRD FLOOR CLASS NE SILENTAIRE 1295 - 390 30% 2 2.6 1.5 3432 1295 - 1 1.7 1.3 1983 41.2 0.15 0.2 2.7 3/4" 2 -WAY 50.7 78/63 0.56 10 10.1 1 1/4" 3 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -27 THIRD FLOOR CLASS ENE SILENTAIRE 1200 - 360 30% 2 2.6 1.5 3395 1200 - 1 1.7 1.3 1983 38.1 0.15 0.2 2.5 3/4" 2 -WAY 46.9 78/63 0.56 10 9.4 1 1/4" 3 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -28 HALLWAY THRID FLOOR (E) SILENTAIRE 3000 - 900 30% 3 2.9 1.7 1770 3000 - 2 1.9 1 1770 95.2 0.15 0.2 6.3 1 1 /4" 2 -WAY 1172 78/63 0.56 10 23.4 2" 3 -WAY 140x45x95 3200 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -29 CHEMISTRY LAB SILENTAIRE 3000 - 900 30% 3 2.7 1.5 1770 3000 - 2 1.7 1.3 1770 218.3 0.15 0.2 14.6 1 1 /2" 2 -WAY 168.4 78/63 0.56 10 33.7 2" 3 -WAY 140x45x95 3200 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -30 BIOLOGY LAB SILENTAIRE 2860 - 860 30% 3 2.7 1.5 1770 2860 - 2 1.9 1.3 1770 208.1 0.15 0.2 13.9 1 1/2" 3 -WAY 160.5 78/63 0.56 10 32.1 2" 3 -WAY 140x45x95 3200 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 AH -31 THIRD FLOOR CLASS SE SILENTAIRE 1500 - 450 30% 2 2.7 1.5 3495 1500 - 1 1.7 1.3 2015 47.6 0.15 02 3.2 1" 3 -WAY 58.6 78/63 0.56 10 11.7 1 1/2" 3 -WAY 102x34x65 1600 480/3 30% FACTORY 2, 3, 5, 7, 8, 10 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) Outside air minimum at setpoint and Assumes 180F -150F heating water, Provide low limit automatic reset freeze Not used Provide variable frequency drive per section Provide variable frequency drives per Vertical configuration Provide w/ 2" pleated filters and factory Provide Ebtron flow monitoring control See detail 6/M9.06 for unit configuration 'ncreases as required via CO2 detector. 55F to 45F chilled water, 55F heating coil EAT. thermostat to stop fan below 40F 15825 for balancing of direct drive sypply and return fan. VFD shall be mounted on unit. section 15825 for supply and return fan shipped loose and mount/ wire adjacent to unit to maintain electrical clearance greater than 42" external support kit baserail. for OSA 4)'G Ct-,--0 k 1 details REVIEWED FOR CODECOMPLIANCE APPROVED MAY 172010 City of Tukwila BUILDING DIVI,SIf1ni RECEIVEr AN 2 9 2010 PERMIT CENTE w LL w bassetti/ architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: 09R19 JSSUE BATE: January 27. 2010; DRAWN BY: JMP CHECKED BY: JMR MECHANICAL SCHEDULES M0.04 AIR COMPR ESSOR/ AIR DRYER SCHEDULE MARK AREA SERVED TYPE MANUFACTURER /MODEL NO SCFM (0 175PSIG) ELECTRICAL COMPRESSOR MOTOR VOLTAGE /PHASE TANK CAPACITY DIMMENSIONS (L xW xH) WEIGHT REMARKS ACP-01 MACHINE SHOP RECIPROCATING AIR COMPRESSOR INGERSOLL -RAND 2545K10 -P 35 10 HP 460/3 120 GAL 51x46x83 1100 LBS 208/3 AD -01 MACHINE SHOP REFRIGERATED AIR DRYER ZEKS 50 NCD - 1/2 HP 120/1 - 20x15x22 120 LBS 14.4 208/3 24x24x7 50 1) CH -03 EAST STAIR QMARK CDF -548 MARLEY, INDEECO 300 10.2 3 1) 208/3 CABINET HEATER SCHEDULE MARK j AREA SERVED MANUFACTURER /MODEL NO / APPROVED MANUFACTURER CFM (CFM) HEATING (BTU /HR) ELECTRICAL DIMENSION LxWxH (INxINxIN) WEIGHT (LBS) REMARKS KW MCA V/95 CH -01 WEST STAIR QMARK CDF -548 MARLEY, INDEECO 300 10.2 3 14.4 208/3 24x24x7 50 1) !CH -02 VESTIBULE QMARK CDF -548 MARLEY, INDEECO 300 10.2 3 14.4 208/3 24x24x7 50 1) CH -03 EAST STAIR QMARK CDF -548 MARLEY, INDEECO 300 10.2 3 14.4 208/3 24x24x7 50 1). NOTES 1) FACTORY WIRED FOR 4KW. FIELD CONVERSION TO 3 KW REQ'D. PROVIDE WITH UNIT MOUNTED T'STAT AND RECESSED MOUNTING ENCLOSURE. SUPPLY FAN SCHEDULE MARK AREA SERVED MAKE & MODEL CFM ESP RPM ELECTRICAL WEIGHT ELECTRICAL REMARKS DIMENSION V /PH EF -01 KITCHEN MARK _ _ _ _ _ . _ AREA. SERVED _ _ _._MAKE_ &._..MODEL .. __.. _... _ _..__ ..CFM _ ESP . _ RPM _ HP /W /FLA V /PH __ WEIGHT _ _ (IN) ) _ REMARKS REMARKS GREENHECK- CUE -101A SF -01 WEST STAIRWELL GREENHECK TBI- FS- 4L24 -75 12,500 1.50 2290 7 1 /2 460/3 250 LBS 26x28 1. 2, 3, 4, 5 SF -02 EAST STAIRWELL GREENHECK TBI- FS- 4L24 -75 12,500 1.50 2290 7 1 /2 460/3 250 LBS 26x28 1. 2, 3, 4, 5 1) Provide UL listed fan for smoke control with 1.5 times the number of required belts. 60 LBS 25x25x30 2) Provide current and airflow switches so as to transmit fan status and proof of flow signals to FACP (Fire alarm control panel) and FSCP (Fire. Smoke Control Panel) EF -05 LAB for weekly automatic self -test. Control wiring, relays, conduit, and any .necessary control device shall be provided by Div 16 as required to achieve a fully functional smoke control - system. 3) Provide fan with emergency power. 4) Provide fan with VFD for speed control. 1,000 1.00 5) Provide with motor cover, belt guard, shaft guard, universal mounting brackets, mounting supports, inspection door, and backdraft damper. 1/4 120/1 EXHAUST FAN SCHEDULE MARK AREA SERVED MAKE & MODEL CFM ESP RPM ELECTRICAL WEIGHT DIMENSION (LxWxH) (in) REMARKS HP /W /FLA V /PH EF -01 KITCHEN GREENHECK- CUE -161 HP 2,125 2.00 1725 1 1 /2 460/3 100 LBS 29x32 2 EF -02 DISHWASHER GREENHECK- CUE -101A 500 1.00 1725 1/4 120/1 60 LBS 25x25x30 3 EF -03 LAB ( GREENHECK - CUE -101A 1,000 1.00 1725 1/4 120/1 60 LBS 25x25x30 1 EF -04 LAB GREENHECK -CUE -101A 1,000 1.00 1725 1/4 120/1 60 LBS 25x25x30 1 EF -05 LAB GREENHECK- CUE -101A 1,000 1.00 1725 1/4 120/1 60 LBS 25x25x30 1 EF -06 SMOKE EVACUATION GREENHECK 49- BISW -41 45,000 2.60 985 40 460/3 1950 LBS 92x84x83 5, 6, 7 EF -07 SMOKE EVACUATION GREENHECK 44- BISW -41 43,000 2.00 969 40 460/3 1700 LBS 84x79x76 5, 6, 7 EF -08 SMOKE EVACUATION GREENHECK 44- BISW -41 43,000 2.00 969 40 460/3 1700 LBS 84x79x76 5, 6, 7 EF -09 RESTROOMS GREENHECK -SQ -160 -A 3,700 1.25 1725 2 460/3 160 LBS 28x26x26 39x10x14 EF -10 COPY ROOMS GREENHECK -SQ -100 -A 800 0.75 1725 1/4 120/1 60 LBS 24x17x17 1 EF -11 JANITOR ROOMS GREENHECK -SQ -100 -A 300 1.00 1725 1/4 120/1 60 LBS 24x17x17 1 EF -12 FIRST FLOOR ELECTRICAL ROOM GREENHECK -SQ -120 -A 1,000 1.25 1725 1/2 120/1 70 LBS 24x19x19 1, 4 EF -13 GENERATOR ROOM GREENHECK -SQ- 100 -A 1,000 0.25 1725 1/4 120/1 60 LBS 24x17x17 1, 4 EF -14 LAUNDRY EXHAUST GREENHECK -SQ -100 -A 800 1.00 1725 1/4 120/1 60 LBS 24x17x17 1 EF -15 COMPRESSOR ROOM EXHAUST GREENHECK- SQ -90 -D 600 0.25 1550 1/10 120/1 45 LBS 18x15x15 1, 4 EF -16 THIRD FLOOR ELECTRICAL ROOM GREENHECK -SQ -100 -A 1,000 0.75 1725 1/4 120/1 60 LBS 24x17x17 1, 4 1 ) Provide unit with speed co nt roller. 2) Section 15900 shall interlock fan operation through switch provided at Kitchen hood. 3) Section 15900 shall provide wall switch and wiring for operation 4) Reverse acting unoccupied override t'stat control of fan 5) Provide fan with emergency power. 6) Provide UL listed fan for smoke control with 1.5 times the number of required belts. _. 7) Provide with weatherhood, belt guard, shaft guard, inlet guard, inlet flange, outlet guard, and backdraft damper. SPLIT SYSTEM AIR CONDITIONING SCHEDULE UNIT AREA SERVED MAKE & MODEL CFM ESP (IN) FAN MOTOR (FLA) COOLING CAP. MBH SEER MCA MOP V /PH WEIGHT (LBS) DIMEN (LxWxH) REMARKS AC -01 MDF MITSUBISHI PKA -A24 850 0.25 0.43 24 13.5 - - 208/1 69 56x10x14 1) CU -01 MDF MITSUBISHI PUY -A24 - - 0.75 - - 18.0 A 20.0 A 208/1 207 37x14x38 26x16x10 AC -02 MDF MITSUBISHI PKA -A24 850 0.25 0.43 24 13.5 - - 208/1 69 56x10x14 1) CU -02 MDF MITSUBISHI PUY -A24 - - 0.75 - - 18.0 A 20.0 A 208/1 207 37x14x38 3 -7/8" AC -03 ELEV MACH MITSUBISHI PKA -A18 600 0.25 0.33 18 14.1 - - 208/1 68 39x10x14 1) CU -03 ELEV MACH MITSUBISHI PUY -A18 - - 0.35 - - 13.0 A 15.0 A 208/1 154 32x14x24 1.5FT AC -04 IDF MITSUBISHI PKA -A18 600 0.25 0.33 18 14.1 - - 208/1 68 39x10x14 1) CU -04 IDF MITSUBISHI PUY -A18 - - 0.35 - - 13.0 A 15.0 A 208/1 154 32x14x24 NAILOR 30RW AC -05 IDF MITSUBISHI PKA -A18 600 0.25 0.33 18 14.1 - - 208/1 68 39x10x14 1) CU -05 IDF MITSUBISHI PUY -A18 - - 0.35 - - 13.0 A 15.0 A 208/1 154 32x14x24 16.3 AC -06 IDF MITSUBISHI PKA -A18 600 0.25 0.33 18 14.1 - - 208/1 68 39x10x14 1) CU -06 IDF MITSUBISHI PUY -A18 - - 0.35 - - 13.0 A 15.0 A 208/1 154 32x14x24 26x16x10 AC -07 ELEV MACH MITSUBISHI PKA -A18 600 0.25 0.33 18 14.1 - - 208/1 68 39x10x14 1) CU -07 ELEV MACH MITSUBISHI PUY -A18 - - 0.35 - - 13.0 A 15.0 A 208/1 154 32x14x24 3 -7/8" 1) Provide power connection to AC unit through condensing unit. VAV UNIT SCHEDULE UNIT AREA SERVED MAKE & MODEL PRIMARY AIR UNIT HI CFM LO CFM INLET DUCT OUTLET DUCT IN. S.P. OUT. S.P. HEATING CAP (MBH) GPM EWT LWT WEIGHT H2O PD (LBS) BRANCH HWS /R VALVE DIMMENSIONS (LxWxH) REMARKS VAV -101 GREEN ROOM NAILOR 20RW VAH -01 90 54 3 -7/8" 10x10 0.8 0.8 2.4 0.16 180 160 1.5FT 40 1/2" 2 -WAY 26x16x10 1 VAV -102 GREEN ROOM NAILOR 3ORW VAH -01 90 54 3 -7/8" 10x10 0.8 0.8 2.4 0.16 180 160 1.5FT 40 1/2" 2 -WAY 26x16x10 1 VAV -103 CONFERENCE NAILOR 30RW VAH -01 90 54 3 -7/8" 10x10 0.8 0.8 2.4 0.16 180 160 1.5FT 40 1/2" 2 -WAY 26x16x10 1 VAV -104 CONFERENCE NAILOR 30RW VAH -01 90 54 3 -7/8" 10x10 0.8 0.8 2.4 0.16 180 160 1.5FT 40 1/2" 2 -WAY 26x16x10 1 - VAV -105 CONFERENCE NAILOR 30RW VAH -01 90 54 3 -7/8" 10x10 0.8 0.8 2.4 0.16 180 160 1.5FT 40 1/2" 2 -WAY 26x16x10 1 VAV -106 IT NAILOR 30RW VAH -01 90 54 3 -7/8" 10x10 0.8 0.8 2.4 0.16 180 160 1.5F7 40 1/2" 2 -WAY 26x16x10 1 VAV -107 RESTROOMS NAILOR 30RW VAH -01 600 360 6 -7/8" 12x12 1/2 0.8 0.8 16.3 1.09 180 160 1.5FT 60 1/2" 2 -WAY 26x18x12.5 1 VAV -108 CONF NAILOR 3ORW VAH -01 400 240 5 -7/8" 10x10 0.8 0.8 10.9 0.72 180 160 1.5FT 50 1/2" 2 -WAY 26x16x10 1 VAV -109 OFFICE NAILOR 3ORW VAH -01 400 240 5 -7/8" 1Ox10 0.8 0.8 10.9 0.72 180 160 1.5FT 50 1/2" 2 -WAY 26x16x10 1 VAV -110 OFFICE NAILOR 30RW VAH -01 200 120 3 -7/8" 10x10 0.8 0.8 5.4 0.36 180 160 1.5FT 40 1/2" 3 -WAY 26x16x10 1 VAV -111 OFFICE NAILOR 30RW VAH -01 200 120 3 -7/8" 10x10 0.8 0.8 5.4 0.36 180 160 1.5FT 40 1/2" 3 -WAY 26x16x10 1 VAV -112 CORRIDOR & STORAGE NAILOR 30RW VAH -01 960 576 7 -7/8" 12x12 1/2 0.8 0.8 26.0 1.74 180 160 1.5FT 60 3/4" 2 -WAY 26x18x12.5 1 3300 1980 VAV -201 RECEPTION NAILOR 3ORW VAH -02 225 135 4 -7/8" 10x10 0.8 0.8 6.1 0.41 180 160 1.5FT 50 1 /2" 2 -WAY 26x16x10 1 VAV -202 WORK AREA NAILOR 30RW VAH -02 450 270 5 -7/8" 10x10 0.8 0.8 12.2 0.81 180 160 1.5FT 50 1/2" 2 -WAY 26x16x10 1 1 RE� COPE AF VAV -203 HEALTH NAILOR 30RW VAH -02 390 234 5 -7/8" 10x10 0.8 0.8 10.6 0.71 180 160 1.5FT 50 1/2" 2 -WAY 26x16x10 VAV -204 CORRIDOR NAILOR 3ORW VAH -02 1200 720 8 -7/8" 14x12 1/2 0.8 0.8 32.6 2.17 180 160 1.5FT 70 3/4" 3 -WAY 26x20x 12.5 1i VAV -205 REGIST. NAILOR 3ORW VAH -02 200 120 3 -7/8" 10x10 0.8 0.8 5.4 0.36 180 160 1.5FT 40 1/2" 3 -WAY 26x16x10 1 Co 2465 1479 KW VAV -401 OFFICE NAILOR 3ORW VAH -04 100 60 3 -7/8" 10x10 0.8 0.8 2.7 0.18 180 160 1.5FT 40 1/2" 3 -WAY 26x16x10 1 VAV -402 OFFICE NAILOR 30RW VAH -04 100 60 3 -7/8" 10x10 0.8 0,8 2.7 0.18 180 160 1.5FT 40 1/2" 3 -WAY 26x16x10 1 VAV -403 OFFICE NAILOR 30RW VAH -04 250 150 4 -7/8" 10x10 0.8 0.8 6.8 0.45 180 160 1.5FT 50 1/2" 2 -WAY 26x16x10 1 REI VAV -405 OPEN MEETING & STORAGE NAILOR 30RW VAH -04 600 360 6 -7/8" 12x12 1/2 0.8 0.8 16.3 1.09 180 160 1.5FT 60 1/2" 2 -WAY 26x18x12.5 1 JAI 1050 630 12.32 PERT' 1) Provide factory mounted Section 15900 furnished controllers with Bellimo actuators p G i 0,0 I t IEWED FOR COMPLIANCE PROVED «Y 17 2010 l of Tukwila INC flIVIRmN iEl ED 29 2010 NT CENTEk bassetti/ architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400, Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: 09819 JSSUE DATE: January 27. 2010 DRAWN BY: JMP CHECKED BY: JMR MECHANICAL SCHEDULES M0.05 3"GW. SEE M1.0 CONTINUATION. 2"W UP TO WCO- 2-1/2" CW SERVICE SEE M1.00 FOR CONT 2"V TO GREASE INTERCEPTOR SEE M1.00 FOR CONT -6''GW TO--GREASE- 4NTERGEPTOR -- SEE M1.00 FOR CONT 10"CHR LINES TO CHILLER --- SEE M1-.-00- -FOR -CONT- 8" FIRE UP — 8" FIRE SERVICE SEE M1.00 FOR CONT 2"V U e —1/.. "CW" (JP :4"CW 3"W 1520 13 1, n il r IA ,!...,.. 11 lij 1 _ = — t'-.1 ( l I' , . 1 J i 1 U . "1.-.- I ( i ., i •'"! ,•, ,'', - ' i , I, ,:,,,7„.-', 1 ■ ( ' --.--, Li. ,,,_, I,. ii lli i •- \\ lts, P „,,,, •••• -., 't' -,--ki (-) V ,=P =,. (J) ,., - i 1— -421-----F t4 - , l ,.....,I, ) , ' I _ v •,...., . ,_,,, in ...,., .,.., j i ?..„,,, ,,,.._,,,,, i I, ,. 71 .--,- - -- ..,---' J-- no 1,.,J r, rr N p •,■ ......._ i ,„,•-.1-:„:, ,,,,, : ,=,_,-,,,,t, o._ , ,•„.,,, , I. , L 4,,,,,,,v.,,- —— _....... _22,- , , ,.......„,.. 1, i I ) II 1 ! 11'1 il , .,,:, --- - L s r--,... *-17', ii , i ) ( 1 i I..,-., n) ---, , i '1 t-÷:"' 1 i u '—'51 i s 71,r1 ‘ 'f--t ... LS i -,,,-,_-. 1 I -- 1240 FFICE CONFERENCE _ bassetti architects / 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sperling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528-0244 F (206) 528-0138 -3"W UP QpRODOI EST ELE ELECTRICAL RO • PA GREEN 1161 1160 1150 4"SS POC SEE M1.00 FOR CON kLIZATION TANK CONT POC CIVIL FOR CONT LIZATION TANK CONT 4"SS POC SEE M1.00 FOR CONT 1 VESTIBULE COORDINATE WASTE PIPE ROUTING WITH STRUCTURAL FOUNDATION PLANS. SLEEVE PIPING THROUGH STEM WALLS & FOUNDATIONS, WHERE REQUIRED TO MEET INVERTS. RUN PIPING BELOW GRADE BEAMS & BETWEEN PILE CAPS WITHIN BUILDING. 2. SLOPE WASTE/VENT PIPING AT MIN 1/4" PER FOOT. 3. SUPPORT ALL BELOW GRADE PIPING FROM SLAB. SEE 4/M9.05 AND 8/M9.05. 4. REFER TO STRUCTURAL GENERAL NOTES FOR SLAB PENETRATIONS. REVISIONS A\* DESCRIPTION ALETTER #1 CORRECTION DATE MAY S" 2010 4. ROUTE ALL PIPES IN EXTERIOR WALLS ON INTERIOR SIDE OF INSULATION. AREA 1801 EALTH 1820 FFICE FLAG NOTES: OFFICE 1240 C LASS RO OFFICE FFIC 1220 ROUTE THIS SECTION OF PIPING IN HATCHED AREA ABOVE GRADE BEAM AND BELOW SLAB. SEE STRUCTURAL PLANS AND DETAILS FOR GRADE BEAM INFORMATION. COORDINATE PRIOR TO BID. HIGHI_INE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL ECO SI M II 1111111MM- LOB 1000 1 MACH STOR REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 JSSUE DATE: PAY . 201Q DRAWN BY: MRD CHECKED BY: JMR PHYSICS w w —J 0 0 w 0 0 Is'ONF 1150 3"W UP :,0RRECTION .17w0..M ri) LEVEL 1 EAST 1/8" = 1 '-O" PLUMBING FOUNDATION PLAN en4,09EifgviiA MAY ,0 5 2010 PERMIT CENTER M1.01 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 III 4"W-D� P -1 2 "FD P -TA CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206):622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL. ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle; WA 98101 T (206) 448 3376 F (206) 448 4450 SEE SHEET 1/M7.01 FOR ENLARGED , PLAN AND ADDITIONAL WORK IN THIS AREA 2 "W U 2 "W DN. I r 1» ILII ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 Z-1/2"V HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 1100 3 4 MPG GREEN R 11 2 GENERAL NOTES: ;VESTIBULE 3 /4 "CW FHW, HAL, AY OFFICE 1240 \P -10 P -13 REA _.. 2 "W DN - 2 "V-UP- & 2"W 821 W -Up OFFICE _. 220 CLAS ROOM PROVIDE WALL CLEANOUT BELOW EACH LAVATORY AND SINK. 2. PROVIDE ACCESS PANEL TO _ ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 3. PROVIDE ACCESS PANEL IN WALL TO WATER. HAMMER 'ARRESTORS. REVISIONS DESCRIPTION DATE CORRECTION LETTER #1 Wile 5 , 201( 4. ROUTE MAIN HW PIPE DN IN WALL TO WITHIN 24" OF TOILET ROOM LAVATORIES AND WASHFOUNTAINS. 5. PROVIDE CW & HW ISOLATION VALVE, FOR EACH RESTROOM HOSE BIB. (TYP) 6. PROVIDE CW ISOLATION VALVE FOR EACH FLOOR RESTROOM GROUP. LOCATE IN ACCESSIBLE LOCATION ABOVE LAY —IN CEILING, BELOW DUCTWORK WHERE REQUIRED. (TYP) 7. REFER TO HVAC PLANS FOR MECHANICAL SECTION CUT LOCATIONS 8.. SEE ARCHITECTURAL DWGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 9. ROUTE ALL PIPES IN EXTERIOR WALLS ON INTERIOR SIDE OF .INSULATION. REG . T 1601 4"V D` P -1 2 "FD RI's R 2 "AV UP & C 2 "HW &1"HWC G I:�eIIIIIGI i3its1.l11T +5) . 2 "AW, ,I /2 "CW, —1 /2 ".HW, & 1 /2 "AIR, UP. 2_AW, 1 /2 "CW, 1 /2 "HW 1 /2 "A & 1/2 G UP. PHYSICS L eT STOR 1621 € 620 2 "AW UP 3 "AW r UP 1150 1140 P=17 (TYP. OF 6) LOCATE PIPING IN INSULATED BUILDING SOFFIT. LOCATE VALVES ABOVE LAY -IN CEILING. COORDINATE WITH OTHER DISCIPLINES TO MAINTAIN ACCESS. TYPICAL OF ALL ISOLATION VALVE LOCATIONS. 3/4" NPCW & 3/4 "A DN. TO WATER JET MACHINE. LOCATE PIPING IN THIS ROOM TIGHT TO UNDERSIDE OF DECK. JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: fl9R19 l'IA`r' S . 2010 MRD JMR MOUNT THIS FIXTURE ON WALL. SEE ARCHITECTURAL ELEVATIONS FOR MOUNTING HEIGHT AND LOCATION MOUNT HOSE REEL WITH DROP APPROXIMATELY THREE INCHES BELOW CEILING. PROVIDE ISOLATION VALVE, EMERGENCY SOLENOID W SHUT -OFF WIRED TO SPACE PANIC SWITCH, & 7 J CFH 2PSI TO 7 "WC GAS REGULATOR VENTED SEPERATE AND INDIPENDANTLY TO ROOF. 3/4 "C DN ACP -01 I OLEVEL 1 EAST 1/8" = 1' -0" t 1 HEVIEVIIED FAR (ODECOMPJJANCE APPROVED MAY i 7 2010 Z 0 ce ce W 0 U LEVEL 1 PLUMBING FLOOR PLAN CITY OCi(IMLA MAY 0 2010 PERMIT CENTER of !!JiLDING � D�IkV�I.S 1N M2.01 GENERAL NOTES: SH FT P-1A PROVIDE WALL CLEANOUT BELOW EACH LAVATORY AND SINK. 2. PROVIDE ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 3. PROVIDE ACCESS PANEL IN WALL TO WATER HAMMER ARRESTORS. 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 4. ROUTE MAIN HW PIPE DN IN WALL TO WITHIN 24" OF TOILET ROOM LAVATORIES AND WASHFOUNTAINS. CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 5. PROVIDE CW & HW ISOLATION VALVE FOR EACH RESTROOM HOSE BIB. (TYP) '7'1 6. PROVIDE CW ISOLATION VALVE FOR EACH FLOOR 2110 RESTROOM GROUP. LOCATE IN ACCESSIBLE LOCATION ABOVE LAY-IN CEILING, BELOW P- DUCTWORK WHERE REQUIRED. (TYP) • G-YENT UP DN. OFFICE 22407, —SEE SHEET 1/M7.0 FOR ENLARGED PLAN OF THIS ARE rm 1 =--J._ r'" 'wt 1 ( 731) Di -.,--- I I , II , ,i.d.,- 1- 7. , ,, i '?.------;- - .7-.' ' L('-•'-LV, 1. r..!) .(-1 1...._1„ • 17:'-'. • iji ., 1 1 1 •, - r • 1.1 I ‘.' --11 __ ..........._ ",---=-•.= (-1) ..-1 ............. -.,t ,.- . „7.................... 1 (."1 U)' . ' - .--=', ' ',_.,,• , ,,,,,-- .';--...:-.4-, r -7. 1 ' Cl'''- . - -7..---. '---"*.` .., ' . :_...:_, '''''' ' : . i,..,, 4- .,. . .,,•, n: , ',„2.: --rj_,i •_. _ .17 ( - .,.• : .13! LJ.j. ‘,.,„,1-1,} }, 1 14,1 ,-,_),. --. . I rl tit DN, _,. '1.UP - 0i.: mil-amiloni mu1 A: J. , 1 1 ' ,...,..„, • •=----. .., , r-----1,' -..--., u_, IINIIINrii DN ', 72,, 1 c :, A.-,.• H Ld .)). ./.1 1 .. , I 1 ,,.. ----1 i. ,.. i !,.. -. - - ',-• c'. r.) '..... L 7-'-, • L„ ',---T, --if ' • f'5, -',4• ,--F. 1 s - , ,,,,,,,, -. , • , 5: , _ 5 ( j i 1 1---- -,;.• 1,,,,,.. ii- LI) ',----'• ......-, : 1 ''. • ,,-,-4-. - ‘,..x , . 0) '''''----:', Hls --.,-.- , j''l ' f' c l' 1._ i.--.,1 --- ; .-,,--"' t.-s.,-, ,....., -.3.=". f . I._ .1 4 l--'1 '-`" '''"`) .1 i ■,._ i c..JJ: r-ki-,. '7'7E , s,'-'--. -1 ---t - i. • , , 1.....- - ____F'--1..• i ) ‘;-''''' --- • .• ; fi) .. . .71):: ill --,,. .jj '1.1J-1 A.4-.',. ; ' Li ) ri) • -------..,;.- - , 1..„,1 IL, rfj ,,.--,•:. t j - „.„) . '..-1- 1 ' _ i.7-_-) 1j) ." . h....-- ; -1, j ) (:.1,1 ,--= i;_11 ' .--,'-' . - • ‘ - 1 ..,„c,,,, 1, 11 A'-, (,..1t-- .1-,- T.! 1 il / .1,-' , ,.4, ',=9' i 11 ' t■'-,` , ' ,--Th ui „....1.' ::::', •..„ :4 , i ' :••-•-. `:, i'.,I -.,,„_,,_-,:: u — 1 ii 1 I 11 . . i.-_„.1, -1.-.1 , r--, • ,,,-_,4-.? .,1 ...:*,, -,..,:•.---_-„,,, r-iii•,n ..,........, . ,.., .=•-.... i-i, il) Di. 9..„,..-, .- ;.=.f.r..,:,, -'z._. 1,1 .1.,_.., 1,0) ,_.41 ,:__-„7- 0) .,...4 ..,1,: 2. 4. I I ----;,;.„- (.:„.,-...iiir.i , ....L....._--.....--..-..-. ......-.........,.....—__=,-- ----..,. ...............- ...... • d —SEE SHEET 1/M7.0 FOR ENLARGED PLAN OF THIS ARE rm 1 2--1/2"CW, (4), 1"HW U 7. REFER TO HVAC PLANS FOR MECHANICAL SECTION CUT LOCATIONS. LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER \PCS Structural 811 First Avenue, Suite 620 Spathe, WA 98104 T (206) 292 5076 F (206) 467 7788 8. SEE ARCHITECTURAL DWGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 9. ROUTE ALL PIPES IN EXTERIOR WALLS ON INTERIOR SIDE OF INSULATION. Aar FLAG NOTES: MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 LOCATE VALVES ABOVE, LAY-IN CEILING. COORDINATE WITH OTHER DISCIPLINES TO MAINTAIN ACCESS. TYPICAL OF ALL ISOLATION VALVE LOCATIONS. LOCATE PIPING IN THIS ROOM TIGHT. TO UNDERSIDE OF DECK. EMERGENCY GAS SHUT-OFF INTERLOCKED TO SOLENOID VALVE ABOVE 2ND FLOOR CEILING. FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 PIPING UP THROUGH FLOOR AND CABINET ABOVE TO ISLAND SINK ABOVE SEE DETAIL 5/M9.03 FOR SANITARY/VENT PIPING. HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528-0244 F (206) 528-0138 EEZER 12220 RY STO 2210 FEST ELEVII 6 (/ REVISIONS IA DESCRIPTION DATE S , 2010 • 2"W • UP ji AV OIM 2"W UP HW UP & HW DN OFFICE 2510 OFFICE 2520 ,T TERRACE PI CLASS =--J._ r'" 'wt 1 ( 731) Di -.,--- I I , II , ,i.d.,- 1- 7. , ,, i ' ) ( If ', f • n —, , I n.- i „ rr, 11 ; 1 1 1 •, - r • 1.1 I ‘.' --11 ( 7 1 1,- 1 I .•-,...:-., — = 77-Sc ,.,„ 1 1 1.. d. ) r • L A)10 pi LEI ri 1 SC ' 1 „....,,, ._ . ::: 1)N . 77,---i-v- ).1.4).J;1111,)ii i .,.. (-4, c i F-1--, _,) ___ .71.E_771,H4.:J11111 CI , it-) . , 4i. 1) M i P: 0 ( - 1 , . .....„. ir:--•-2 --, Li -N ....-,, , ..,--., ,-- ......._,, , —,.., til' 't'1:: ,.. • , ■ ? I • , .1 i i • 1. I .L I , 1 1 ... - t_ IMF , , ' ' N• I '•- rl tit DN, _,. '1.UP --. V mil-amiloni mu1 A: J. , 1 1 ' ,...,..„, • •=----. .., I IINIIINrii DN ', 72,, 1 c :, A.-,.• H Ld .)). ./.1 1 .. , I 1 ,,.. ----1 i. ,.. i !,.. -. - ( r--0 ,.4 ',-• c'. 6:2, iiii r7; 1 i) 2--1/2"CW, (4), 1"HW U 7. REFER TO HVAC PLANS FOR MECHANICAL SECTION CUT LOCATIONS. LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER \PCS Structural 811 First Avenue, Suite 620 Spathe, WA 98104 T (206) 292 5076 F (206) 467 7788 8. SEE ARCHITECTURAL DWGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 9. ROUTE ALL PIPES IN EXTERIOR WALLS ON INTERIOR SIDE OF INSULATION. Aar FLAG NOTES: MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 LOCATE VALVES ABOVE, LAY-IN CEILING. COORDINATE WITH OTHER DISCIPLINES TO MAINTAIN ACCESS. TYPICAL OF ALL ISOLATION VALVE LOCATIONS. LOCATE PIPING IN THIS ROOM TIGHT. TO UNDERSIDE OF DECK. EMERGENCY GAS SHUT-OFF INTERLOCKED TO SOLENOID VALVE ABOVE 2ND FLOOR CEILING. FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 PIPING UP THROUGH FLOOR AND CABINET ABOVE TO ISLAND SINK ABOVE SEE DETAIL 5/M9.03 FOR SANITARY/VENT PIPING. HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528-0244 F (206) 528-0138 EEZER 12220 RY STO 2210 FEST ELEVII 6 (/ REVISIONS IA DESCRIPTION DATE S , 2010 • 2"W • UP ji AV OIM 2"W UP HW UP & HW DN OFFICE 2510 OFFICE 2520 ,T TERRACE PI CLASS VDN --2-1/2"CW,- (4) 1"HW UP: RINT R 2Z-kfq 2"W UP 2"V UP HIGHI_INE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL -2-1/2"W UP & DN. AIN ELEV TORAG 2540 CP-04 — 2"AW — 2"AV U 2"AW DN REAK /4"H&CW 2"AV UP & 2"AW DN 2"AV UP & 3/ 4" NPCW NPHW DN. 1"A DN CLASSR 2380 REVIEWED FOR CODE COMPLIANCE APPROVED MAI 17 2010 City of Tukwila BUILDING DIVIRION JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: CITY MAY 0 5 2010 PERMIT CENTER "W UP -2"AV, UP M2.02 LEVEL 2 - EAST 1/8" = 1'-0" =--J._ r'" 'wt 1 ( 731) Di .,* 1 ', 1 ' ) ( If ', f • n I i r, , j - .,--.- • , t 4 :.........AW kik 77-Sc ,.,„ 1 1 1.. • , : 4,, pi LEI ri j1 1 1 1.. • , 11. I 1 t,:..i.i i. 111 1 , .,.. (-4, c i ... - - ---z-cw i H — I H- '.--- ,--t-rw CWI 1•CA-ji I . ( . L..,,,, , ,...--- tit DN, _,. '1.UP -II A: J. , 1 1 ' ,...,..„, • •=----. .., VDN --2-1/2"CW,- (4) 1"HW UP: RINT R 2Z-kfq 2"W UP 2"V UP HIGHI_INE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL -2-1/2"W UP & DN. AIN ELEV TORAG 2540 CP-04 — 2"AW — 2"AV U 2"AW DN REAK /4"H&CW 2"AV UP & 2"AW DN 2"AV UP & 3/ 4" NPCW NPHW DN. 1"A DN CLASSR 2380 REVIEWED FOR CODE COMPLIANCE APPROVED MAI 17 2010 City of Tukwila BUILDING DIVIRION JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: CITY MAY 0 5 2010 PERMIT CENTER "W UP -2"AV, UP M2.02 LEVEL 2 - EAST 1/8" = 1'-0" SHAFT .6 OLASSRM EARNING 3201 F 0 GE 2 "V UP • PROVIDE WALL CLEANOUT BELOW EACH LAVATORY AND SINK. 2. PROVIDE ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 3. PROVIDE ACCESS PANEL IN WALL TO WATER HAMMER ARRESTORS. 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 4. ROUTE MAIN HW PIPE DN IN WALL TO WITHIN 24" OF TOILET ROOM LAVATORIES AND WASHFOUNTAINS. 5. PROVIDE CW & HW ISOLATION VALVE FOR EACH RESTROOM HOSE BIB. (TYP) , 6. PROVIDE CW ISOLATION VALVE FOR EACH FLOOR RESTROOM GROUP. LOCATE IN ACCESSIBLE LOCATION ABOVE LAY -IN CEILING, BELOW DUCTWORK . WHERE REQUIRED. (TYP) 7. REFER TO HVAC PLANS FOR MECHANICAL SECTION CUT LOCATIONS. 8. SEE ARCHITECTURAL DWGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 9. ROUTE ALL PIPES IN EXTERIOR WALLS ON INTERIOR SIDE OF INSULATION. CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 6225822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 FLAG NOTES: 2 "FD 2"W DN. P 3 2"V UP is E LOCATE VALVES ABOVE LAY -IN CEILING. COORDINATE WITH OTHER DISCIPLINES TO MAINTAIN ACCESS. TYPICAL OF ALL ISOLATION VALVE LOCATIONS. EMERGENCY GAS SHUT -OFF INTERLOCKED TO SOLENOID VALVE ABOVE 2ND FLOOR CEILING. CONNECT UTILITIES TO FUME HOOD CONNECTIONS. SEE ARCHITECTURAL FOR FUME HOOD INFORMATION. SEE DETAIL 5/M9.03 FOR ISLAND SINK. WASTE AND VENT PLUMBING DETAIL. MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 6250070 F (206) 625 0073 ROUTE PLUMBING THROUGH BEAM PENETRATION. SEE STRUCTURAL DRAWINGS FOR PENETRATION INFORMATION. ROUTE PLUMBING BETWEEN OPEARABLE PARTITION HEAD AND STRUCTURAL BEAM. SEE STRUCTURAL PLANS FOR MORE INFORMATION. HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528-0244 F (206) 528 -0138 CL ,S R 3'160 r -- CLASSRM CLA SRN] 3130 —1/2"V DN REVISIONS At DESCRIPTION DATE 2 V UP CORRECTION LETTER #1 HAL' S 1 2010 l wurva 3200 STA F LOUNGE TH TERRACE CLASSRM CLAS R P -12 P -6 P -13 2 "V DN 4"V DN 2 "CW DN P -10 HIGHLINE SCHOOL DISTRICT 401 3"V UP HAFT WDN. -•.__ —air 3201 P -3 2 "V UP PRINT ARE 502 CORRIDOR » 2 AV 3. 3 /4"CW UP CENTRAL STAIR C L A M 2 "W DN 2 "V DN P -3 2 "VTR HB FIE ISTRY L AB (TYP P-1 2 P-r PREP RO 70 P -10 2 "AFS REVIEWED FO CODE COMPLIANCE APPROVED MAY 17 2010 JOB NO: 09819 DRAWN BY: CHECKED BY: MRD. JMR 3580 P-16B :_...:£ P -16B P -18 P -19 (TYP 2 AT EACH SINK) OLEVEL 3 - EAST 1/8" = 1' -0" G(OO 11 RECEIVED CITY OF TUKWILA MA1,0 5 -2010 PERMIT CENTER M2.03 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 2"V DN 3/4 "C 2 "V DN .E LIIPMENT ROOM 1110 GENERAL NOTES: PROVIDE ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 2. PROVIDE ACCESS PANEL IN WALL TO WATER HAMMER ARRESTORS. 3. PROVIDE CW ISOLATION VALVE FOR EACH HOSE BIB. (TYP) 4. REFER TO HVAC PLANS FOR MECHANICAL SECTION CUT LOCATIONS. 5. MAINTAIN A MINIMUM OF 6'8"X3'0" CLEAR ACCESS PATHWAY THRU MECH ROOM. ROUTE ALL PIPING AND DUCTWORK TO MAINTAIN CLEARANCE. PROVIDE OFFSETS AS REQUIRED. 6. ROUTE ALL PIPES IN EXTERIOR WALLS INTERIOR SIDE OF INSULATION. CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 - (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 ON Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 7. INSTALL CONDENSATE PIPING IN MECHANICAL SPACE TO ALLOW ACCESS TO MECHANICAL EQUIPMENT AND AVOID WALKWAY PATHS. PIPING SHALL NOT POSE A TRIP HAZARD: 8. MAINTAIN ACCESS PATHWAYS, SHOWN ON THIS PLAN IN LIGHT HATCHING, FREE OF ALL OBSTRUCTIONS. KEEP CLEAR: FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 6250070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 GAS VENT 90'DN. W /BUG SCREEN (TYP.) PROVIDE ACCESSIBLE ISOLATION VALVE FOR WALL HYDRANT MOUNTED TIGHT TO INTERIOR SURFACE OF EXTERIOR WALL. REVISIONS DESCRIPTION DATE OKE CONTROL EQ9IP'. ENT ROO CORRECTION LETTER #1 MA`f 5 {, 2010 I/ VAH COI AH,15%I. Il:IaFL�I!* n*r�sr LEI/ iA 0 /4;;f -1/4"C 2 "FF 4120 HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL L. "T AIN ELEV 4100 -2 _.._.- := REVIEWED FOR CODE COMPLIANCE APPROVED HAY 17 2010 JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: OPR19 hAY s, 2010 MRD JMR 1j: w F- LU J z 0 U w 0 U MECHANICAL PENTHOUSE PLUMBING FLOOR PLAN • RECEAED CITY OFT KUNG MAY ,A 5 2010 PERMIT CENTER OLEVEL 4 - EAST 1/8" = 1' -0" M2.04 rT ROOF LEVEL - WEST 1/8" = 1'-0" A 2 D.5 ■ 1 .6 2"—VTR 0 (2) 6"ro BOILER FLUES (3) '4" WATER HEATER FLUES. SEE 2/M9.02. ci—G VENT UP & DN. I I .3 I 2" 2- VTR 0 0 2" VTR 4 •1 C:1 I 21 , VTR I I I I I I GENERAL NOTES: 1. PROVIDE WALL CLEANOUT BELOW EACH LAVATORY AND SINK. 2. PROVIDE ACCESS PANEL TO ISOLATION VALVES WHERE LOCATED ABOVE HARD LID CEILING. 3. PROVIDE ACCESS PANEL IN WALL TO WATER HAMMER ARRESTORS. 4. ROUTE MAIN HW PIPE DN IN WALL TO WITHIN 24” OF TOILET ROOM LAVATORIES AND WASHFOUNTAINS. 5. PROVIDE CW & HW ISOLATION VALVE FOR EACH RESTROOM HOSE BIB. (TYP) 6. PROVIDE CW ISOLATION VALVE FOR EACH FLOOR RESTROOM GROUP. LOCATE IN ACCESSIBLE LOCATION ABOVE LAY—IN CEILING. (TYP) A ! I ROOF LEVEL - EAST 1/8" = I-0" 9.6 U 0 2" VTR 10.3 L U 0 2" VTR 1t6 .6 12.3 I I I I I I I 7. REFER TO HVAC PLANS FOR MECHANICAL SECTION CUT LOCATIONS. 8. SEE ARCHITECTURAL DWGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. 9. MAINTAIN A MINIMUM OF 6'6"X3'0" CLEAR ACCESS PATHWAY THRU MECH ROOM. ROUTE ALL PIPING AND DUCTWORK TO MAINTAIN CLEARANCE. PROVIDE OFFSETS AS REQUIRED. a 0 2" VTR U .0 3" VTR FHW 4"AVTR 0 I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 City of Tukwila BUILDING niviginm RECEIVEr JAN 29 2010 PERMIT CENTEL G F— w 0 basse t ia archltettsl 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528-0244 F (206) 528-0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: 0981q January 27. 201Q JMP JMR OVERALL ROOF PLAN M6.01 i_ 4"AVTR 0 I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 City of Tukwila BUILDING niviginm RECEIVEr JAN 29 2010 PERMIT CENTEL G F— w 0 basse t ia archltettsl 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528-0244 F (206) 528-0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: 0981q January 27. 201Q JMP JMR OVERALL ROOF PLAN M6.01 GENERAL NOTES: 1. MAINTAIN MIN 6'6" CLEAR HEIGHT IN BOILER ROOM TO MECH EQUIPMENT COMPONENTS HUNG FROM ROOF STRUCTURE ABOVE. SPACE CONSTRAINTS REQUIRE STRONG ATTENTION TO DETAIL. CONTRACTOR MUST TAKE CARE IN LAYING OUT SYSTEM COMPONENTS TO ENSURE MANUFACTURER RECOMMENDED CLEARANCES AND ADEQUATE MAINTENANCE ACCESS IS PROVIDED. 2. PROVIDE GAS VTR'S OFF BOILER GAS TRAIN AS REQUIRED. PIPE EACH LINE FULL SIZE THRU ROOF. VERIFY REQUIREMENTS W/ PSE PRIOR TO INSTALLATION. 3. SEE MECHANICAL RISER DIAGRAMS SHEETS M8.01 & M8.02 FOR CONTINUATION AND CONFIGURATION OF HYDRONIC PIPING SYSTEM WITHIN BOILER ROOM. 4. REFER TO 7/M9.05 FOR WATER HEATER SEISMIC BRACING REQUIREMENTS. 5. LINES SHOWN DASHED REPRESENT REQUIRED CLEARANCE ACCESS REQUIREMENTS AROUND EQUIPMENT. 6. LOCATE BOILERS AND WATER HEATERS ON STRUCTURAL CONCRETE HOUSEKEEPING PADS, INDICATED WITH LIGHT OUTLINES ON THIS SHEET. 7. SEISMICLY SECURE BOILERS TO HOUSEKEEPING PAD. 8. REFER TO M2.01 AND M3.01 FOR ADDITIONAL OVERHEAD WORK IN BOILER ROOM. FLAG NOTES= SECTION 230900 SHALL PROVIDE MUSHROOM TYPE PANIC SWITCH ON WALL TO CLOSE SOLENOID VALVE & DISABLE BOILERS AND GAS —FIRED WATER HEATERS. PROVIDE TAG ON WALL BENEATH SWITCH TO READ "EMERGENCY GAS SHUT —OFF ". GAS SHUT —OFF VALVE AND 2.0 PSI TO 11" W.C. REGULATOR. REGULATOR CAPACITY 638 CF /HR. PIPE GVTR FULL SIZE THRU ROOF. REMOTE T'STAT TO MONITOR SPACE TEMP IN BOILER ROOM AND ALARM EMS SYSTEM OF TEMPERATURES BELOW 40 DEG F. EH -01 SHALL ENABLE AT SPACE TEMP OF 40 DEG F. 6" CWS /CWR DN TO BELOW GRADE TO CHILLER. REFER TO M8.02 FOR ROUTING REQUIREMENTS IN BOILER ROOM. SYSTECON PUMP PACKAGE. HYDRONIC PIPE CONNECTIONS TO SYSTEM SHALL BE MIN 7' -0" AFF TO PREVENT HEAD BANGER OBSTRUCTION. SYSTEM FOOTPRINT SHALL BE NO LARGER THAN 14' -0" x 7' -3 ". MOTORIZED DAMPER SHALL OPEN ON BOILER ENABLE SIGNAL. PROVIDE END SWITCH AT MOTORIZED DAMPER TO VERIFY DAMPER IS OPEN PRIOR TO ENABLING BOILER TO FIRE. COORDINATE SPACE CONSTRAINTS AND SYSTEM COMPONENTS AROUND COLUMN. IRRIGATION CONTROLLER, BY DIV ABOVE EMERGENCY SHUT -OFF ON WALL. DO NOT ROUTE FS PIPING IN FRONT OF COMBUSTION AIR LOUVERS. Al. 7 agr 1- 1 /2 "CW & 4"EXH. UP THRU ROOF (TYP. OF 3) L 2 "FFD BSIP "MPG UP 2" CW, 1 -1/2" HW & 1 "HWC UP, SEE M7.02 ►III► ®%1I Oil 0 AS PRV VENT THROUGI-j OOF 1 Wl-1 —Q1 2-1/2" CW SERVICE DWH -02 CP -02 DWH -03 CP -03 1"G DN. 2 "FFDO° —1/4"G U 0 0 MIN 20SF LOW COMB AIR LOUVER & 20SF HIGH COMB AIR I. L'ila'I ! 2 -1/2 "MPG t3 /4"MPG 6" CHS /R TO CHILLER FIRE SPRINKLER HEADER 6" FIRE SERVICE TEST DRAIN %± "MPG CHWP -01 —1 /2 "CW 2 "HW, 1I "HWC OENLARGED BOILER ROOM PLAN 1/4 = 1 0 FLWR,,01 SEE M2.01 FOR CONTINUATION HWP -02 41) G o o REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2010 City ofiTukwila BUILDING DIVISION F- LU F- 2 L 0 bassett!/ architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: 09819 January 27. 2010 JMP JMR ENLARGED BOILER ROOM PLAN CITY NEKKWILA MAY .052010 PERMIT CENTER M7.01 ROOF MECHANICAL ROOM +2'vTR t3'VrR t2'VrR 1 -1 /2'vTR f 4 -,- T r - 1- J 1 - THIRD FLOOR r r ✓ t. -1 /2 "V- 1 -1_/2'v - - 3110 P-3 T V ` 2 r\ 3110 P-3 V SECOND FLOOR 1- 1/2'vThl 2140 P -9 FIRST FLOOR 1 -112 "V r - ■ - N 2120 P-3 2' 2140 1120 t- --, --t 2120 E 2 "w— 2 w� 2 DFU N. 3 DFU 2 "W—\ -� 112 °v_1 1120 I P� —: -33 I 1- 1/2 "v_ 3101 2 "FD 2 "W r 3110 P -3 2 "W 2 DFU 3110 P -3 2" 3120 P -1A MEM 4 »W—\ 3120 P -1 3120 P -1 3120 P -1 "W_\ 8 DFU % 12 DFU 1110 P -9 I P-2 I P -1 1 —1 /2'v—\, 2130 P-3 2 "W- 1 -12"V 1110 2 r L 1— 3 "V- �— - -� 1-1/2"V—\ I- - - -1 -- ,r -r-, 1110 1120 v 2 -1/2 "V t 1120 1110 P -1 I P -1 v 2"W—\■ 2"W� 9 rwu 2 "W—\ A nFll O 4 »W--\ 2"W� 2 »W� 16 DFU 99 DFU 23 DFU 4 "W—\ 2 2'v—N_ 2"V—\ IF. 2"V—\N 1 1 2'v 2130 P -1 2130 2130 P -1 I P -1 "w "w 2130 2 "FD T.F\ 2 "W-4 2130 P -1A 4 "W 3101 P -3 r 4/21/L__ _f_ _ _ L_ - - --? j- -- �- - -"1 2'v 2'v 3101 2 »yV , 2 »FD 3101 P -1A 3100 P -1 2 //-4 »W CO II 4200 4200 2 "FFD 2 "FD 4200 2 "FFD Tr\ Tr\ /4, 2 »W N 2"W N 2 ▪ »WJ CO N ` ■ 4 rwu - 1/*2„V_r 1_14 - ? --? &-1 &- --1I 3110 P -2 /-4 "W —2 "W r 3110 P -2 /-2 "W 37 nRJ 36 mu I 34 nul I 3n nRl I 96 nRl I 94 mu I 99 mu .j„ 3110 2 "FD 'V r 3110 P -2 2 "W 9n nRl AR nRl r� 6 nRJ ` -1 /2"V '_i_ 3200 P -6 f /-2"W B DFU IC 2 "W 3200 P -12 /-2"W R nRJ 4200 2 "FFD 4200 2 "FFD 2 "W 6 ram 1 /--2 "W » 1 E - ? - - --V- - 12-x.•- t-- 1 --t - -- r/7-2'v 1 {-2 "V v-2 "V v/-2"V v/-1-1/2"V 31 DR J 1120 2 "FD Tr\ 2 "w-4 11110 2 "FD V g\--2"w� 2 „W 1120 2120 P -1A 4 "W 2 2120 2 "FD V \-2 „W 2120 P -2 „ 2120 P -2 r2'W 2120 P -2 2 2110 P -9A PP 3110 P -1A 74 "W 1110 P -1A I P -1A —Noe- 4"W--\ 35 DR1 11li DFU 127 !NU OMECHANICAL WASTE AND VENT DIAGRAM NTS ear ¥G(OO 11 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 172010 City of Tukwila BUILDING rwicInN F- W (I) 1- w 0 Ijassetil architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206)B22 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101, T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: QPRIR January 27. 2010 JMP JMR MECHANICAL WASTE AND VENT RISER DIAGRAM CITY RECEIVED MAY 0 5'2010 PERMIT CENTER M8.03 TO GAS SERVICE GAS METER BY PSE SEISMIC GAS SHUT —OFF VALVE (TYP) NOG 1" (110 MBH) SOLENOID VALVE VALVE / GIR 3/4" (110 MBH) 2 "(2,325 MBH) SOLENOID VALVE VALVE 2-1/2" (5,288 MBH) GVTR " (638 MBH) GVTR G i (41-1 1-1/2" (638 MBH) 2-1/2" (5,398 MBH) 2-1/2" (5,470 MBH) SOLENOID VALVE VALVE 3/4" (72 MBH) 3/4" (54 MBH) 2PSI MPG AT BUILDING EXTERIOR ALONG SOUTH SERVICE YARD WALL TO METER GAS SERVICE CALC TABLE EQUIPMENT TYPE TOTAL MBH G PIPE LENGTH* MPG PIPE LENGTH* BOILER — B1 2325 — 80 BOILER — 82 2325 — 90 WATER HEATER — DWH -1 199 25 75 WATER HEATER — DWH -2 199 20 75 WATER HEATER — DWH -3 240 15 75 KITCHEN EQUIPMENT TOTAL 110 15 130 SCIENCE CLASSROOM 60 50 260 TOTAL 5470 260 *G PIPE LENGTHS CALCULATED FROM LOW PRESSURE REGULATOR TO EQUIPMENT CONNECTION. * *MPG PIPE LENGTHS BASED OFF DISTANCE FROM GAS METER TO BOILER CONNECTION OR LOW PRESSURE REGULATOR. ALL MPG PIPE SIZING BASED OFF DISTANCE TO FURTHEST COMPONENT (KITCHEN REGULATOR) OMECHANICAL GAS RISER DIAGRAM NTS 3/4" (72 MBH) GENERAL NOTES: 3/4" (42 MBH) �6 _6 3/4" (36 MBH) P` 1/2" (18 MBH) 1/2" (12 MBH) 1. NOT ALL SHUT —OFF VALVES ARE SHOWN. PROVIDE SHUT —OFFS IN FRONT OF EACH PIECE OF EQUIPMENT, REGULATOR & AT MAJOR BRANCH LINES. 2. REFER TO PLANS FOR PIPING ROUTING AND APPROXIMATE LENGTHS. 3. PROVIDE GAS REGULATORS WITH 2PSI INLET PRESSURE AND 11 "WC OUTLET PRESSURE. 4. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH UTILITY COMPANY TO ACCOMMODATE SYSTEM LOAD. PROVIDE SEISMIC VALVE AND PIPING FROM METER TO LOCATIONS SHOWN ON PLAN. COORDINATE LOCATION OF CONCRETE PAD FOR METER WITH UTILITY COMPANY. 5. APPROX. DISTANCE FROM GAS METER TO KITCHEN GAS REGULATOR IS 170'. APPROX. DISTANCE FROM KITCHEN GAS REGULATOR TO FICTURES IS 20'. APPROX. DISTANCE FROM BOILER ROOM GAS REGULATOR TO DWH -1 IS 20'. 3/4" (30 MBH)—" 3E 1 /2" (24 MBH) 560 1/2" (18 MBH) 1/2" (12 MBH) TG(o.-4)( REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 City of Tukwila BUILDING nntigi to F- U C/) F- U 0 bassett!/ architects 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 951 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206)622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sperling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: ISSUE DATE: DRAWN BY: CHECKED BY: 0981c January 27. 2011 JMI JMF MECHANICAL GAS RISER. DIAGRAM CI7YOF MN LA MAY •.05 2010 PERMIT CENTER M8.04 MOUNT REDUCED PRESSURE BACKFL ❑W ASSEMBLIES ON WALL ADJACENT TO WATER HEATER MAXIMUM 5' -0' ABOVE FLOOR CW FROM MAIN BLDG SYSTEM SENSOR EXPANSI ❑N TANK SEE SCHEDULE 120 °F HW FROM MAIN BLDG SYSTEM TO EMCS EMCS RELAY BOX CIRCULATING PUMP PUMP UNIIDN (TYP) CHECK VALVE BALANCING VALVE PRESSURE /TEMPERATURE RELIEF VALVE PIPE FU SIZE TO FFD R -10 RIGID INSULATI❑ HOUSEKEEPING PAD-. FLOOR i FFD NPCW TO SCIENCE ROOMS HW RETURN FROM SCIENCE ROOMS 120 °F HW FROM MAIN BLDG SYSTEM ROUTE TO FED HEAT TRAP 1' -0" OFFSET MIN. SHUT —OFF VALVE DIELECTRIC UNI ❑N (TYP) SEISMIC STRAP WATER HEATER TO WALL ELECTRIC WATER HEATER H❑SEBIBB DRAIN VALVE 6' . DEEP, 16 GAUGE GALV PAN, ROUTE DRAIN TO FFD 1' DRAIN SIZE PER PLAN) ELECTRIC WATER HEATER DETAIL SCALE: NONE ALL HOSEBIBBS OCCUR IN PRECAST. COORDINATE ALL LOCATIONS. FREEZELESS WALL. HYDRANT WITH VACUUM BREAKER ALIGN WITH BRICK COURSING ELEVATE AS INDICATED IN ARCHITECTURAL DOCUMENTS v -\ PROVIDE GAS REGULATOR & VENT PER PSE REQUIREMENIS 15UGET SOUND ENERGY HOWL„: MET SOUND 1.-14ENZY ODES NOT PROTECTION OE S), THE UT Cii{i 1kE COMM, THE FGC,L(i1Mt W iC,ektvr J 11111-1 THE • HAut($ OF IKE SEPPE E TA P FAO Sc: UMDERGER - LARRY MATEFOOT 1- 910 652 -1652 FISHER -- PAUL HATFIELD $ 425 -487 -9600 AMERICAN - DAVID tNIICKERSON I -206- 392 -4620 MOONEY LARRY WHITEFOOT 1- 416 -652 --1652 EQL AETEIR: - ERIC TI O PS0'4 1-814-371-800o CTE: , At ITR , REC HOLD PIPE ON INSIDE FACE OF BUILDING INSULATION COMPRESS INSULATION WHERE REQUIRED. PROVIDE FULL INSULATION THICKNESS WHEREVER POSSIBLE. 3/4" C.W. SUPPLY SEISMIC SHUT OFF VALVE SAFTI -QUAKE 2" MODEL STQ -2 RATED AT 60 PSI. WR4 Ms* BY -PASS II VALVE ISA BY- VALVE SELECT EXTENSION DEPTH TO MATCH WALL THICKNESS. TYP 9" MIN. TYPICAL WH FREEZEPROOF WALL HYDRANT DETAIL SCALE: NONE NO IS CaoMENT P$ U OMLY CUSTOMER EQUIPMENT GAS SERVICE DETAIL SCALE: NONE RETAINING ANGLE (TYP) REFER TO SMACNA FIRE DAMPER INSTALLATION MANUAL FOR EXACT INSTALLATION DETAILS FUSIBLE LINK RUSKIN — FIRESTAT DUCT \-1 FIRE DAMPER SLEEVE RATED WALL WIRING TO FA SYSTEM BY DIV. 16720 F/S HINGED ACCESS DOOR ELECTRICAL JUNCTION BOX & RELATED WIRING BY DIVISION 16000 120 VOLT FIRE /SMOKE DAMPER ACTUATOR s TYP. SMOKE /FIRE DAMPER INSTALLATION DETAIL SCALE: NONE SIMILAR FOR HORIZONTAL CEILING FIRE/ SMOKE DAMPER CAULK ALL AROUND DUCT JOINTS 6" TYP DRUM LOUVER (ANGLED NOTE: TO MATCH TRUNK DUCT) ROLL EDGE OF DUCT OVER AND ATTACH DRUM LOUVER WITH SHEETMETAL SCREWS DUCT BOOT TAKE -OFF CONNECTIONS TO EXPOSED DUCT SHALL BE MADE WITH 45 TAPERED TAKE —OFF FITTING. HANG DUCT W /16GAx1" BELLY STRAP AND THREADED ROD CONNECTION TO STRUCTURE. SUPPLY DUCT DETAIL 9. SCALE: NONE LOOSE CABLE (SEISMIC SUPPORT) FLEXIBLE CONNECTION (TYP.) ATTACH HANGER TO STRUCTURE VIBRATION ISOLATOR THREADED ROD ACCESS ON BOTTOM OF UNIT (SIDE ACCESS IF UNITS ARE STACKED) INLINE EF DETAIL SCALE: NONE GRADE HINGED LOCKING DIAMOND PLATE STEEL COVERS FOR VAULT ACCESS MANWAY LADDE GRADE =11- VAULT WITH 6'- 0'x8' - 0'x1' -10' TOP SECTION THREADED MANWAY SCHIER MODEL MWY -15 ACID WASTE INLET SIZE PER PLAN UTILITY VAULT MODEL 687— TL- 2 -332P TOP SECTION UTILITY VAULT MODEL 687 —ML VAULT ACID VENT TO BUILDING SIZE PER PLAN TO SANITARY SEWER SIZE PER PLAN NEUTRALIZING FILL LEVEL-- FILL PER MANUFACTURE DIRECTION (3400 LBS. LIMEST ❑NE OR MARBLE CHIPS) -1 UTLET LE.= 10.5'± UNDISTURBED SOIL 8' MIN PEA GRAVEL 350 GAL. ACID NEUTRALIZATI ❑N TANK. SCHIER MODEL NT -350 WITH FIBERGLASS WRAP 4' CONCRETE PAD SCHIER MODEL BD99 DISTRIBUT ❑R BOX ACID NEUTRALIZATION TANK DETAIL 9.0 SCALE: NONE RATED FOR AT LEAST 60 PSIG NOTE: ACID NEUTRALIZATION TANK HAS BEEN SIZED PER SCHIER RECOMMENDATIONS WHICH IS BASED ON THE NUMBER OF FIXTURES SERVED. SCHIER RECOMMENDATIONS WILL ENSURE THAT THE DISCHARGE PH WILL REMAIN WITHIN A REQUIRED PH TO BE BETWEEN 6.0 & 9.0. THE SCHOOL DISTRICT WILL BE RESPONSIBLE FOR THE MAINTENANCE FOLLOWING THE 1 YEAR CONTRACTORS WARRANTY. DURING THE FIRST YEAR OF WARRANTY IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN THE NEUTRALIZING FILL LEVEL TO ENSURE THE PH REMAINS WITHIN CITY OF PUYALLUP STANDARDS. :G(OO t REVIEWED FOR CODE COMPLIANCE APPROVED MAY 172010 City of Tukwila BUILDING DIVISif M 1 W F- w bassett! 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 2853629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: )SSUE DATE: DRAWN BY: CHECKED BY: 09819 January 27. 2010 JMP JMR MECHANICAL DETAILS CITY OF Ki LA MAY ,0 5 -2010 PERMIT CENTER M9.02 0 TEMP. /PRESS. RELIEF VALVE TYPICAL Oi BOOSTER HEATER FURNISHED BY DIVISION 11, INSTALLED BY DIVISION 15 U -I NOTE: 11 TEMP. /PRESSURE GAUGE – TYPICAL OWATER HAMMER ARRESTOR COUNTER TOP 3/4 "(180') HW TO DISHWASHER PRESSURE REDUCING VALVE SET TO 25 PSI MAXIMUM OUTLET PRESSURE OREDUCED PRESSURE BACKFLOW PREVENTER UNION – TYPICAL I --14 -- 3/4 "(140') HW FROM WATER HEATER SHUTOFF VALVE TYPICAL FINISHED TO DRAIN /FLOOR PIPE FULL SIZE TO FLOOR SINK HOSE END DRAIN VALVE O SEE FS DWGS. FOR ALL EQUIPMENT RELATED TO KITCHEN FIXTURES. INSTALL ALL EQUIPMENT AS SHOWN & PER MANUFACTURER RECOMMENDATIONS. HOT WATER BOOSTER HEATER PIPING DIAGRAM SCALE: NONE NOT USED SCALE: NONE VACUUM BREAKER BY DIV 15 DISPOSER– FURNISHED BY DIVISION 11 3/4 – UNION (TYP) 1 /2"---..„ \ 1/2" 1 "HW & 3 /4 "CW IN WALL, TO ABOVE CEILING SEE MIXING FAUCET W /STOP CHECKS FURNISHED BY DIV. 11 WATER HAMMER ARRESTORS PROVIDED BY DIV. 15 DRAIN BOARD PROVIDED BY DIV. 11 SHUTOFF VALVE (TYP) SOLENOID VALVE FURNISHED BY DIVISION 11, INSTALLED BY DIVISION 15 TO DISHWASHER BOOSTER HEATER ` FINISHED FLOOR l3 /4" F DISPOSER / PRE SCALE: NONE THERMOMETER (30- 180'F) HEAT TRAP PIT RELIEF • VALVE EMCS SENSOR PIT RELIEF ROUTE FULL SIZE TO FS RINSE PIPING DIAGRAM J 12 "MIN 15900 BURNER ENABLE 4" HSKPG PAD BV 5900 DRAIN PAN .4 1 1 /4 "HW GAS FIRED WATER HEATER GAS GAS COCK —, EXPANSION TANK DET -3 3/4" VACUUM BREAKER SLOPE PIPE DN TO TRAPS 2 -18 (1/2 ") PRIMERS (TYP) —DN 16 CONTROL TIMER SOLENOID VALVE WATER HAMMER ARRESTER NOTE: PROVIDE LOCKED SS COVER WHEN EXPOSED r WATER SUPPLY ,"` ISOLATION VALVE TRAP PRIMER PANEL DETAIL SCALE NONE SEISMIC STRAP TO WALL PIPE SLEEVE 1 1/4"CW HWC BV CV BV TO EMCS DOMESTIC HOT WATER EMCS SENSOR BV CV DIRT LEG BV _Ii_— 1" DRAIN ROUTE FULL SIZE TO FFD 1 rFINISHED FLOOR NOTE: 0 SEISMIC ALLY SUPPORT WATER HEATER PER LOCAL CODES s KITCHEN HOT WATER HEATER PIPING DETAIL SCALE: NONE TO EMCS ENABLE RELAY CIRC PUMP 36" INSPECTOR TEST ASSEMBLY & DRAIN (TYP) 2 1/2" TEST DRAIN i 8 "0 STAND PIPE • j--TP 8x6 REDUCER CAULK 3" VENT t PIPE SLEEVE n FIRE SERVICE TEST DRAIN DETAIL SCALE: NONE TYPICAL CEILING FIRE SPRINKLER HEAD LOCATIONS 1. WHERE SPRINKLER HEADS ARE LOCATED IN REMOVABLE GRID CEILING, THE HEADS SHALL BE LOCATED ON THE CENTERLINE AXIS OF EITHER THE LONG OR SHORT SIDE DIMENSION (SEE DETAIL BELOW), WITH THE HEAD CANOPY A MINIMUM OF 4" FROM EDGE OF PANEL. IN ROOMS WHERE MULTIPLE HEADS ARE NEEDED, HEADS SHALL BE LINED UP. IN ROOMS WITH HARD CEILINGS, THE HEADS SHALL ALSO BE LINED UP, NOT IN RANDOM PATTERN. 2. DUCTWORK- AIR TERMINALS AND LIGHTING LOCATIONS TAKE FIRST PRIORITY OVER FIRE SPRINKLING SYSTEM. COORDINATION SHALL BE FIRE SPRINKLER CONTRACTOR'S RESPONSIBILITY. 3. HEADS MUST BE LOCATED IN SUCH MANNER THAT HEAT FROM DIFFUSER WILL NOT SET OFF FIRE SYSTEM. OCeCOOeCCOik00 i, FIRE SPRINKLER HEAD LAYOUT DETAIL SCALE: NONE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2010 City of Tukwila :BUILDING flhlicfM bassett! 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: 09819 January 27. 2010, JMP JMR MECHANICAL DETAILS CITY CITYYMERVILA MAY 5 zoio PERMIT CENTER M9.04 FINISH FLOOR COLLAR SLAB METAL COLLAR NOT USED SCALE: NONE NOTE: ALL INTERIOR CLEANOUTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE TOP COVER SHALL BE FLUSH WITH THE SURFACE OF THE FINISHED FLOOR. PROVIDE WITH OPTIONAL CARPET RING AT ALL CARPETED AREAS. WEATHER CAP FLUE STORM COLLAR TALL CONE FLASHING LEVEL ROOF CURB WITH FLASHING & BY DIV 7 —',- METAL ROOFING CLEANOUT FLOOR PLATE 4" RIM JAY R. SMITH FIG. 4106 OR EQUAL CAULK W/ LEAD & OAKUM ALL AROUND INTERIOR CLEANOUT DETAIL 9.0 SCALE: NONE N ROOF JOIST ROOF THIMBLE REQUIRED FOR COMBUSTABLE ROOF CONSTRUCTION NOTE: FLUE MATERIALS VARY BASED ON EXHAUST TEMPERATURES AND PRESSURES, SEE SPECIFICATIONS FOR FLUE CONSTRUCTION TYPES & MATERIALS. BOILER FLUE DETAIL SCALE: NONE PIPE HANGER AS NOTED IN SPECIFICATIONS. INSULATION AS SHOWN ON PLANS & NOTED IN SPECIFICATIONS. THREADED ROD; ATTACH TO STRUCTURE. GALV. METAL SHIELD, AS NOTED IN SPECS., BETWEEN HANGER & INSULATION, UP TO CENTERLINE OF PIPE. RIGID INSULATION AS NOTED IN SPECS. PIPE AS SHOWN ON PLANS & NOTED IN SPECIFICATIONS. 6" MIN. 10" MIN. INSULATED PIPE HANGER DETAIL SCALE: NONE EXTERIOR CLEANOUT PROVIDE TAMPERPROOF SCREWS IN COVER CONCRETE PAD SIZE TO MATCH SIZE OF UNDERGROUND SEWER LINES EXTERIOR CLEANOUT DETAIL SCALE: NONE PROVIDE STUDOR VENT WHERE INDICATED ON DWGS VENT PIPE CENTER VENTS BETWEEN STANDING SEAMS 8" MIN NOTE: PROVIDE VANDAL PROOF VENT CAP PROVIDE W /VANDAL PROOF VENT CAP SEALANT DRAWBAN D HOOD LEAD FLANGED SLEEVE ROOFING PLIES DEKTITE BOOT GASKETED SEAL METAL ROOFING TYPICAL VTR DETAIL SCALE: NONE CONCRETE SLEEVE ANCHOR WITH 3" EMBEDMENT IN CONCRETE SLAB STAINLESS STEEL PIPE HANGAR WASTE PIPE SOLID BLOCKING BETWEEN WALL FRAMING BOTH HIGH & LOW. SOLID BLOCKING TO SPAN AT LEAST TWO STUDS PLAN VIEW NOTE: LOCATE UPPER STRAP WITHIN UPPER 1 /3 AND LOCATE LOWER STRAP WITHIN LOWER 1 /3 OF TANK BUT ABOVE CONTROLS 3/8 "x3" ANCHOR BOLT WITH NUT & WASHER (TYPICAL 4 PLACES) SEISMICALLY BRACE HEATER STRAPS TO WALL WITH 3" WIDE x 18 GAUGE STEEL STRAPS. �Y 3" WIDE x 18 GAUGE SEMI — CIRCULAR STEEL HEATER STRAP. BOLT TWO SEMI — CIRCULAR STRAPS TOGETHER WITH 3/8" BOLTS, NUTS & WASHERS (TYPICAL 2 PLACES, ONE HIGH & ONE LOW) SEISMIC BRACING DETAIL SCALE: NONE WATER HEATERS ADJUSTABLE STRAINER DEPRESS DRAIN 1/4" TO 1/2" WHERE NOT ALREADY SLOPED WATERPROOF GASKET W /COLLAR CLAMPING RING NON— SHRINK GROUT FINISH FLOOR WATERPROOF MEMBRANE DRAIN PIPE (SIZE PER PLAN) ,FLOOR DRAIN IN CONCRETE FLOOR DETAIL SCALE: NONE TO H.W. & C.W. SUPPLY RUNOUTS TO LAST FIXTURE SHALL NOT BE SMALLER THAN SIZE REQUIRED FOR ARRESTERS WATER HAMMER ARRESTERS EIPROVIDE BEHIND ACCESS DOOR IN WALL) PIPING TO J TO FIXTURES LAST FIXTURE NOTE: USE TABLE 6 -4 2005 UNIFORM PLUMBING CODE FOR FIXTURE UNITS. TOTALS USED FOR SIZING WATER HAMMER ARRESTERS HAMMER ARRESTER DIAGRAM SCALE: NONE SLAB (VAR.) STAINLESS STEEL HANGER ROD DRILL HOLE IN PLYWOOD " LARGER THAN HANGER TRENCH FOR WASTE PIPE GRADE UNDERSLAB PIPE HANGER DETAIL SCALE: NONE 1' -0" MAX. FROM WALL 4 M9.05 SPACE HANGARS MAXIMUM 4' -0" O.C. AND AT EACH SIDE OF FITTING SEWER PIPE ISOLATOR PIPE SLEEVE STAINLESS STEEL HANGER, ROD, AND CLAMP SUSPENDED FROM SLAB UNDERSLAB PIPE HANGER DETAIL SCALE: NONE 1'G SLAB (VAR.) SEWER PIPE C REVIEWED FOR COMPLIANCE APPROVED tviehi 17 2010 City r ukwila T Ci of BUILDING minim H W H w M9.05 bassett! architects / 71 Columbia Street, Suite 500 Seattle, Washington 98104 T (206) 340 9500 F (206) 340 9519 CIVIL ENGINEER KPFF 1601 Fifth Ave, Suite 1600 Seattle, WA 98101 T (206) 622 5822 F (206) 622 8130 LANDSCAPE ARCHITECT SiteWorkshop LLC 1927 Post Alley Seattle, WA 98101 T (206) 285 3026 F (206) 285 3629 STRUCTURAL ENGINEER PCS Structural 811 First Avenue, Suite 620 Seattle, WA 98104 T (206) 292 5076 F (206) 467 7788 MECHANICAL & ELECTRICAL ENGINEER Hargis Engineers 600 Stewart St, Suite 1000 Seattle, WA 98101 T (206) 448 3376 F (206) 448 4450 ACOUSTIC CONSULTANT Sparling 720 Olive Way, Suite 1400 Seattle, WA 98101 T (206) 667 0555 F (206) 667 0554 FOOD SERVICES JLR Design Group 557 Roy Street, Suite 175A Seattle, WA 98109 T (206) 625 0070 F (206) 625 0073 HARDWARE Adams Consulting 2337 North 57th Street Seattle, WA 98103 T (206) 528 -0244 F (206) 528 -0138 01/27/2010 REVISIONS HIGHLINE SCHOOL DISTRICT 401 RAISBECK AVIATION HIGH SCHOOL JOB NO: JSSUE DATE: DRAWN BY: CHECKED BY: ogR 19 January 27. 2010 JMP JMR MECHANICAL DETAILS CITY OF T WILA MAY ,052010 PERMIT CENTER