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HomeMy WebLinkAboutPermit PG08-276 - COSTCO OPTICALCOSTCO OPTICAL 441 COSTCO DR PGO8 -276 Parcel No.: 3623049107 Address: Suite No: City41f 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 441 COSTCO DR TUKW PLUMBING /GAS PIPIING PERMIT Permit Number: Issue Date: Permit Expires On: PG08 -276 03/20/2009 09/16/2009 Tenant: Name: Address: COSTCO OPTICAL 441 COSTCO DR , TUKWILA WA Owner: Name: COSTCO WHOLESALE CORP Address: PROPERTY TAX DEPT 190 , 999 LAKE DR Contact Person: Name: SAM MORRIS - MULVANNEY G2 ARCHITECTS Address: 1110 112TH AVE NE, STE 500 , BELLEVUE WA Contractor: Name: FERGUSON CONSTRUCTION INC Address: PO BOX 80867 , SEATTLE WA Contractor License No: FERGUCI000LA Phone: Phone: 425 - 463 -1339 Phone: 206 - 767 -3810 Expiration Date: 06/01/2010 DESCRIPTION OF WORK: PLUMBING & PIPING CONCEALED WITHIN WALLS, FLOORS, CEILINGS INCLUDING DRAIN, RELIEF LINES INSULATED PER SPECIFICATIONS. FLUES AND VENTS FOR EQUIPMENT; CHILLED WATER PIPING BETWEEN CHILLERS AND ARC MACHINES, SINK (FLOOR) /FLOOR DRAINS AND CLEANOUTS AS NOTED, REMOVAL OF EXISTING 2.5" WILKINS 975 REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) SERIAL #B16574 LOCATED INSIDE THE MECHANICAL ROOM PER DETAIL 7 ON SHT P -2.1 AND INSTALLATION OF THREE (3) NEW RPPAs FOR IN- PREMISE ISOLATION (2 @ DEIONIZED WATER STORAGE TANK AND 1 @ CHILLER). Value of Plumbing /Gas Piping: Fees Collected: $59,343.00 $524.00 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Uniform Plumbing Code Edition: International Fuel Gas Code Edition: FIXTURE TYPE AND QUANTITY 2006 2006 Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 0 Water heater and /or vent 0 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 15 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 0 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 1 0 Medical gas piping (6 +) inlets /outlets 1 0 Gas Piping 0 Gas piping outlets (0 -5) 4 0 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -10/06 PG08 -276 Printed: 03 -20 -2009 City ofTukwila 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 Permit Number: PG08 -276 Issue Date: 03/20/2009 Permit Expires On: 09/16/2009 Permit Center Authorized Signature: Date:_.C�v I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performan e of work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: Date: 63 /z /d 9 Print Name: 5�9 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 -10/06 PG08 -276 Printed: 03 -20 -2009 Parcel No.: 3623049107 Address: Suite No: Tenant: • 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 441 COSTCO DR TUKW COSTCO OPTICAL PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG08 -276 ISSUED 10/31/2008 03/20/2009 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 CONDITIONS * ** 14: Backflows shall be installed per manufacturers specifications and tested by a certified tester on annual bases at owners expense. Copies of passing backflow test reports shall be submitted to Public Works. 15: PW INSPECTOR shall notify City Shops @ 206 433 -1860 after backflow removal (refer to DETAIL 7 sht P -2.1) is completed. doc: Cond -10/06 PG08 -276 Printed: 03 -20 -2009 • 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: Mo/ze s Date: tP3/Z4:()/ ordinances governing or local laws regulating doc: Cond -10/06 PG08 -276 Printed: 03 -20 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /wry to -. ci. tulovila. tva. us ilding Permit Ida. Mechanical Plumbing /Qa Pi er pn i o. s Piet tit`No s; Peat it1 c (Po r.66ce 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 LOCATION Site Address: Tenant Name: Property Owners Name: Mailing Address: King Co Assessor's Tax No.: "362 3o4 Rio -o 4 Suite Number: / /0 Floor: New Tenant: ❑ Yes 'i..No A4-1 Cosizo PAAve Gocmo OPT-) cat - o sc wed L E AlE aP/wf rbeil 669 i - DuVE / S S I/ City WA State 9 Sol-7- Lip CONTACT PERSON — who do we contac when your permit is ready, o be issued Name: 5,4pt ag2tS /Abu p e . d.biar al DayTelephone: 4- LC ' ; Mailing Address: 11/0 h Z TN Avi _ lie si t /get-4-614a" Ir1/A- q 8 E -Mail Address: 5aik r 44 0 r! j,. C:.) Al v 4.07 y y Ceol City State `'7.ip Fax Number: 4.2-C,46 3. `ZOO Z/ i u4.5- GENERAL CONTRACTOR INFORMATION — (Contraetor Information for Mechanical (pg 4) for Plumbing, and Gas Piping (pg 5)) Company Name: re12 Z i1 a J � f�S cr1oe . /Nc., Mailing Address: . 4 33 c The Ave . Contact Person: E -Mail Address: jet / ed C rv�tiSan cart y'�'eutii dt, .cers/ Contractor Registration Number: F eS4 Li(, f 000LA, City Day Telephone: Fax Number: Expiration Date: State Lip Zoe,. 2-5-S—, 3 0 3 z- z-o 6 -z c6/014,1 ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mu 1-Vann / 62. [rEcgti ,xr Mailing Address: 110 `` ((LIP( ,f- VCifger /V [ City State Zip Day Telephone: 4. 163, /339 Fax Number: 1 , 25. 4 3- -Zeo L Contact Person: f11, / 5 E -Mail Address: 4/4 • /I?or'ri f eipokiimr}t 5Z.69jf1 ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: T. E 7 INC . Q.t ( Mailing Address: 8 30 , eXS tNL= N i�Nrpi' o0 Contact Person: FA-A-1- Pyakt E -Mail Address: `4t -- P•wa'yr kee'r� , (3 .&pplications t orms- Applications On 1 ins3 -2006 • Permit Application. doe J Revised_ 9 -2006 06 t,o.k 4/94-aw ('ity Day - Celephone: Fax Number: q8oGq. State Zip Zz96 . 1. o Z -r�� z1.'3 i01 Page 1 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION — 206.431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: FEYZ O SOtJ W IAJST ctio,s( / 33 5 TM ,A,velQu E Contact Person: JAY Ct -L442x E -Mail Address: �✓c,L Contractor Registration Number: Mailing Address: SEA -me' W'A 1810 City State Zip Day Telephone: 7-O Z 55. 3o 3 Z Fax Number: 2.43ep .. T. -342 - Expiration Date: o2,/OlOd Valuation of Plumbing work (contractor's bid price): $ 4 1, 51-0 Valuation of Gas Piping work (contractor's bid price): $ 11 86 3 Scope of Work (please provide detailed information): ($ 75rlt, 3439 Fi)01 6iitl 1 Apt 4 60 CE.4L619 :'71tir- dN Pixog f CFI LA #4S ! t,JCc�Dia4 t,44 /W, Eli CV/_ Etc. Love-5' 1NSUt 4Tee 461e. 5 1 (,- ICA-Tl otu5 Lucy V e e r $ X0.2 204,0mex+`il Cot i-t. 14./A-7 01._ 4 Et f a! c t!i (L t 5 4. ,P, C. c i x444 i S/N k (t -toad)/ .6444,, j / C462 c o �' r" A S . /0 M-29 Building Use (per Intl Building Code): '2006 LI PC ,�vVt p.t�ewTS Occupancy (per Intl Building Code): F. -1 Utility Purveyor: Water: CJTV d,- TUL-wtIA Sewer: CI' (I( OF 11)K-W1-4 Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: '> Qty Fixture Type: Qty Fixture `Type: Qty, Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain J Z. Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent dram Lavatory Water Closet Building sewer or trailer park sewer Rain water system per dram (inside building) Water heater and /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping 1 Medical gas piping system serving one to Live inlets /outlets for specific gas O AI I I a Lion .Forws- Applicat -ns On (itt 1 21III6 - Pei l Application dos' It viscct 5 2111 bh Page 5ot(t PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: � Date: /b/3//08 Print Name: Mailing Address: 5,2.t /(AO,P. e( 5 Day Telephone f 25.46 3.1377 u`-`1,1 Any A¢eoptcn % //Ie — IIZTh ee &V'e I/i4 1 nosf Ct� State Zip Date Application Accepted: V..) l 1 Date Application Expires: M-3O- 0 G( Staff Initials: Q:\Applications\Fotms- Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 3623049107 441 COSTCO DR TUKW COSTCO OPTICAL RECEIPT Permit Number: Status: Applied Date: Issue Date: PG08 -276 ISSUED 10/31/2008 03/20/2009 Receipt No.: R09 -01752 Initials: User ID: Payee: JEM 1165 Payment Amount: Payment Date: Balance: $60.00 11/06/2009 10:25 AM $0.00 JEFF LINDBOM /FERGUSON CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC - Authorization No. 050951 ACCOUNT ITEM LIST: Description 60.00 Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.00 Total: $60.00 60.00 PAYMENT RECEJVED doc: Receiot -06 Printed: 11 -06 -2009 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.: 3623049107 Permit Number: PG08 -276 Address: 441 COSTCO DR TUKW Status: APPROVED Suite No: Applied Date: 10/31/2008 Applicant: COSTCO OPTICAL Issue Date: Receipt No.: R09 -00454 Payment Amount: $445.00 Initials: WER Payment Date: 03/20/2009 11:12 AM User ID: 1655 Balance: $0.00 Payee: COSTCO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8214171 445.00 ACCOUNT ITEM LIST: Description GAS - NONRES PLAN CHECK - NONRES PLUMBING - NONRES Account Code Current Pmts 000.322.103.00.0 000/345.830 000.322.103.00.0 92.00 9.00 344.00 Total: $445.00 PAYMENT RECEIVED doc: Receipt -06 Printed: 03 -20 -2009 • 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 Parcel No.: 3623049107 Address: 441 COSTCO DR TUKW Suite No: Applicant: COSTCO OPTICAL RECEIPT Permit Number: PG08 -276 Status: PENDING Applied Date: 10/31/2008 Issue Date: Receipt No.: R08 -03658 Payment Amount: $79.00 Initials: WER Payment Date: 10/31/2008 09:11 AM User ID: 1655 Balance: $340.00 Payee: SAM MORRIS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1007 79.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 79.00 Total: $79.00 doc: Receiot -06 Printed: 10 -31 -2008 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. Y2— (206)431 -3670 Project: � J , Type o spectiq►i: / I Address: -441 (o STeD DIZ., Date Called: Special Instructions: Date Wanted: - `aJm``. p.m. Requester: Phone No: Co - 2,53- _ 3047 Approved per applicable codes. ®Corrections required prior to approval. COMMENTS: 0uTs -' t fees 1 P T �t�� I. 1.4 lJ Inspector: Date: I ' e) _ J o El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit V2— (206)431-3670 Project: ('c s f�a 6,-7-. ..,.► ( Type of Inspection: ?e) h - ,... 64 s Address: v"// r7OSirRa -de Date Called: Special Instructions: Date Wanted: Co —Z S— uCj p.m. Requester: Phone No: 2G 6a 2 5 S^' -3o'(% roved per applicable codes. Corrections required prior to approval. COMMENTS: Date. EINSPECTION FEE REOUI ' D. • rior to inspection, fee must be 6300 Southcenter Blvd., Suit '0. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION" '' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 04-5-7r10 �7 /(74G Inspection: Type of �2 y 4 - ,, , t i 0� 0 . 4 /I 4 Address: l 0 .4/Z / /( //A5 /gJ l Date Called: Special Instructions: Date Wanted: (2 -2 6c p.m. Requester: Phone No: 07 66 -2 i 3 1 V 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: )4 \ral Inspector: Date: El$60.00 INSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUI.DING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P608 -276, Pro'ect: 1 OS c�� �� OA (_ Type of Inspection: 9 6N le\ — Address: yL4 t - POSTO 8 ,tee Date Called: Special Instructions: Date Wanted: (t7 — 1 -7- 0 tD p.m. Requester: Phone No: apfo- 2.S -30Li 7 0 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: rrLe. P, /2P - 'J �..r ,3).' I- Inspect°;: ,� t Date: �9 — I LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit P608 -2'10 PERMIT NO. (206)431 -3670 U� Project: 4) ST .) ,; `-t- h { Type of Inspe lion: R � �,. � � :Ilk �y t � M Address: (60 o2 Date Cal�dh � ‘t-111 64sr Special Instructions r�� �J �� � � �1�,�� 7 i Date Wanted: a.m. Requester: Phone No: 7.o f0— 2SC -3047 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: PA ((1 .' f ^ 2pfb L P 4 l`Qk a)€ Tfrsr / -12'x1 Q J 0,,, f g k f\ t C � t er /)(,,,,-, t, S G\' t/Ll a - P. i vJ et 14 :a A c -b)p .) ; s P/v Jr J pr.n. a () 5A �i 6A( ,l;..■ e Al)), eJ °i ( 6.1 6 iS .rJu /11/1 , A Jn ke A4 Jo 1; PIP J/ P ci - GA 6 v if r-i Si [ercir oti r s'. : °(- s; ?/. 5,1),.)/( vi Inspecto( Date: co , Say El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PC06'-274. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Print: av f v Q?-1T / r 9 1' d/ AAA, t+ ✓/'A eA ito S ?i 4, 2/,,k17: Type of Inspection: VA/de 1141'ta`6J6, Did' . -,g(1.S -:-v A61..(J /hiu s. Address: pit) 0/441S- :`- ;e1.o 4€ A - ()Iloilo Date Called: Special Instructions: • Date Wanted: 5-- //- 6 S /Z-a.m. p.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ^^ 09dati;o,li / d/ AAA, t+ ✓/'A eA ito S ?i 4, 2/,,k17: f (A/i Did' . -,g(1.S -:-v A61..(J /hiu s. 44061 / a ,dam' / -m ��'�F/ / .S e-v pit) 0/441S- :`- ;e1.o 4€ A - ()Iloilo /Ai , / 4 t ,- E.1--54,A), / Date: .00 REINSPECTION E REQU ED. Prior to inspection, fee must be id at 6300 Southcente Blvd., , uite 100. Call to schedule reinspection. ceipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,JL PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: (-76-571a0 6 117-70 ,1 Type of I pection: /i)/,vim AA-16_ Address: 4/4// � ..)3- 1. e L Date Called: NoZ ; T d yf --et°, , .54-nt o-/ Special Instructions: Date Wanted: j ` ala Requester: Phone No ..20 ‘ -2_5 3'5 7 ❑ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 9 /t. 1 . 44., /,/,R.✓de dk,f5-41' 1 /.✓�S- 1-- =r,rf 4, 6dr/$i47 Ae,0..). f. -- 4y>roil[c4 NoZ ; T d yf --et°, , .54-nt o-/ Ci,va, 'fe -4/6oa r o ti,7,4 4.,- ' fl-1 El $60.I REINSPECTION FEE REQUI '. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. • • www.cranepumps.com CORRE LTR #. Specifications: DISCHARGE LIQUID TEMPERATURE VOLUTE MOTOR HOUSING SEAL PLATE IMPELLER: Design Material SHREDDING RING CUTTER SHAFT SQUARE RINGS HARDWARE PAINT SEAL: Design Material *LE copy p rmIt NO. - Series= -AGM L Mass I, Group D, Division 1 ,. ,,.r : - ^ "^ ^ Submersible Grinder XP 1'/." NPT, Vertical 104 °F (40 °C) Continuous Cast Iron ASTM A -48, Class 30. Cast Iron ASTM A-48, Class 30. Cast Iron ASTM A-48, Class 30. 10 Vane,Vortex, With Pump Out Va es On Back Side. Dynamically BalanceId, ISO G6.3. 85 -5 -5 -5 Bronze Hardened 440C Stainless Steel Rockwell® C -55. Hardened 440CStainless Steel, Rockwell® C -55. 416 Stainless Steel Buna -N 300 Series Stainless Steel Air Dry Enamel. Tandem Mechanical, Oil Filled Reservoir. Rotating Faces - Carbon Stationary Faces - Ceramic Elastomer - Buna -N Hardware -300 Series Stainless CORD ENTRY 15 ft. (4.6m) Std. Cord. Epoxy Sealed Housing with Secondary Pressure Gromment for Sealing and Strain Relief REVIEWED FO CODE COMPLIA APPROVED JUL 01 2009 City of Tukwi BUILDING DIVI UPPER BEARING: Design Single Row, Ball, Oil Lubricated Load Radial LOWER BEARING: Design Single Row, Oil Lubrication Load Radial & Thrust MOTOR: Design NEMA L- Single Phase, NEMA B -Three Phase Torque Curve. Oil - Filled, Squirrel Cage Induction insulation Class B. SINGLE PHASE: Capacitor Start/Capacitor Run. Requires overload protection to be included in control panel. Requires Barnes® Starter or Control Panel which Includes Capacitors, or Capacitor pack. THREE PHASE: Dual Voltage 230/460; Requires Overload Protection to be Included in control panel. MOISTURE SENSORS Normally Open (N /O), Requires relay in control panel TEMPERATURE SENSORS Normally Closed (N /C), Requires relay in control panel OPTIONAL EQUIPMENT Seal Material, Impeller Trims, Cord Length CTION REVI SI Series: XSGV -L 2HP, 3450RPM, 60Hz CL ► MAY 2 21009 PERMIT CENTER Underwriters Laboratories Inc ® File No. E73842 Sample Specifications: Section 3 Page 14. DESCRIPTION: THE GRINDER PUMP IS FOR USE IN HAZARD- OUS LOCATIONS AND IS DESIGNED TO RE- DUCE DOMESTIC, COMERCIAL, INSTITUTIONAL AND LIGHT INDUSTRIAL SEWAGE TO A FINELY GROUND SLURRY. [CRAN E PUMPS & SYSTEMS A Crane Co. Company USA: (937) 778 -8947 • Canada: (905) 457 -6223 International: (937) 615 -3598 SECTION 3C PAGE 1 DATE 5/04 • Series XSGV -L Class I, Group D, Division 1 •ubmersible Grinder XP www.cranepumps.com SECTION 3C PAGE 2 DATE 5/04 CRANE PUMPS & SYSTEMS A Crane Co. Company USA: (937) 778 -8947 • Canada: (905) 457 -6223 • International: (937) 615 -3598 inches (mm) 10, C � 3" NPT ow 10.80 21 (533) 00 (274) 5.55 (141) T 1.13 (29) AsU' • 4.00 (102) �,,, 1 1 1/4" NPT " DISCHARGE �,T, u - � git, ii II P ' t J (203) 1■ ■1 �_ ‘11112111, 3 7 (98) • MODEL NO PART NO HP VOLT /PH Hz RPM (Nom) NEMA START CODE FULL LOAD AMPS LOCKED ROTOR AMPS CORD SIZE CORD TYPE CORD O.D inch (mm) XSGV2022L 082169 2 230/1 60 3450 F 14.5 46.0 10/4 SOW 0.745 (19) XSGV2062L 082170 2 200/3 60 3450 J 9.2 42.0 10/4 SOW 0.745 (19) XSGV2032L 082171 2 230/3 60 3450 H 8.0 36.0 10/4 SOW 0.745 (19) XSGV2042L 082172 2 460/3 60 3450 H 4.0 18.0 10/4 SOW 0.745 (19) XSGV2052L 095355 2 575/3 60 3450 H 3.2 14.4 10/4 SOW 0.745 (19) Moisture & Temperature sensor cord for all models is 18/5 SOW, .476 12mm) O.D. IMPORTANT 1 1.) MOISTURE AND TEMPERATURE SENSORS MUST BE CONNECTED TO VALIDATE THE UL LISTING. 2.) A NON-SPARKING BREAK AWAY FITTING MUST BE USED TO VALIDATE THE UL LISTING. 3.) A SPECIAL MOISTURE SENSOR RELAY IS REQUIRED IN THE CONTROL PANEL FOR PROPER OPERATION OF THE MOISTURE SENSORS. CONTACT BARNES PUMPS FOR INFORMATION CONCERNING MOISTURE SENSING RELAYS FOR CUSTOMER SUPPLIED CONTROL PANELS. 4.) THESE PUMPS ARE UL LISTED FOR PUMPING WATER AND WASTEWATER. DO NOT USE TO PUMP FLAMMABLE LIQUIDS. ) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI /NFPA 70 AND /OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS. OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA IS A COMMON OCCURRENCE. SECTION 3C PAGE 2 DATE 5/04 CRANE PUMPS & SYSTEMS A Crane Co. Company USA: (937) 778 -8947 • Canada: (905) 457 -6223 • International: (937) 615 -3598 www.cranepumps.com Series XSGV -L Performance Curve 2HP, 3450RPM, 60Hz TOTAL HEAD METERS FEET 30 — 100 25 — 80 20 — 60 15 — 40 10 — 20 5— Submersible Grinder XP inches (mm) ■ mmi 00 111111111601111111111116111111111 Ell! ■ ■ ■i°EII! ■ ■ ■ ■ ■11■ 11 1 11111111:91111IIIIII11�!1111 !1114.50(114) ■ ■ ■ ■ / ■ ■ ■ ■ ■11!� ■■ 1111■■/■/■ \: \■■■■■■ / ■ ■ ■ ■ / ■ ■ ■ ■ ■ ■ ■■ Ill/ :!!11 ���1�!!�!! ��'��i� '�1�' 1!1111 i�i�l�r.!!1111 '���1�... ��1.. �: :7�q 4.00 ( 102) mii• uiuui\► ZIuu•■ uiuiumuuSORIii .�uuMOOMMO•iuuuimu• 111111i1911111111111111;201111111110411111011111111111 ■• 11375 (95)1►∎ \1M■ ■■ ■ ■ ■■ ■1111■ \∎∎r�■■ ■■1111■ ■\1•■■■ ■\I■ /M/■■■■ ■■ ■■■\Z_ \I♦■■■ ■ ■■i■ ■ ■■■►: �■■■■■■■■\. \■■■■►.O11 ■■■■i■■ ■■ uG■■ l711u■ i■■■i\_! Rui/■■iii ■■■i►7u■■i■■■ ■ /►1iii ■■■i ■■■■u ■■ 7i• ■ ■ ■ ■ ■ ■I•'m °�■■■■■ ■ii■■\►' ■■/■1111■■\ \■ ■iii ■11■■■ ■■ /111111■ Ini:7∎111i■■ ■■ ■I•' :71. ■ ■ ■■ ■i ■■■x:41■ ■■■ ■ ■ ■\1i ■■■■MOMMOM■ MIME ■■i! I■■ I\w 7 \111/i■i■■►O\■■■■■■■ ■11\NI■■■■■ ■\\ /1111■■■■■■■■ �.__T,■ ■i►∎si ■ib.:∎,.i.■u.Ii ■■■■ ■ ■ ■ ■■►\ ■11■ ■■i\\ /11 /11 ■ ■ ■■i■ ■ OM ■■■\►°\ ui■ 1.:■a■■ 11■ ib .7\i ■ ■ ■■ ■ ■ ■\\ ■■i ■ ■■\' ■ ■ ■ ■ ■ ■ ■ ■ ■M ■ ■MOMOM ■ X74111■■■ : qi■ 11\► I■■ ■■ ■■�Oi■11 ■ ■i ■ ■\N ■■11■■ ■11■■■i■i■■ ��11i■ ■\ .■■■■ e'- m■■i►∎■ ■ ■ ■ ■■►N■ ■■■i■■\:■ ■■i■■ ■■■■ ■■11■■ STANDARD IMPELLER SIZES Pump HP 2.0 Impeller Dia. * 5.62 (143) * Impeller Trims NOT Available Between 5.62 and 5.00 3.50 89 3.25 (83) mei :_..,.00 (76) ■■ ■um: mm■m\ lim■\► 1■ ■■■a.q■11■i■■\:`\■■■ ■■■i■ ■i■■11 ■■ ■■ile1°\ /■ ■i■ ■ikzl ■i■\. il■i• 'us\■u ■1111 ■ /■/■■■■■■■■■■ 1111111HI1■! 111111 II II 1111'11111111111111111 ■■■■■i■ ■■■■■■► 7\ Mi■■■N■■ i►°I ■ ■\71\ ■ ■ ■\■i■i■\\ ■11■■■■ 11M ■■■■ ■■■ i■■■■■\:! ■ / ■■\'Nu\:\ ■ ■►\ ■■■\`■■ ■■u •uu■■uu■■ i■■ ■ ■i ■■■■uii .•■■ ■\:\ ■ ■\o\ io■i.■u..■■ /i ■E • ■■■■■■■■■u...0 ► I!■■■■ L\ ■■O\■ ■.\i ■`11■ /i■ ■ ■ ■i■■ / ■ ■■ ■■ ■ ■■ iii■■■ i■■■■■■ i■■ ie°\■■ ■■►1■■\►\i■ ■'■■i.'■ ■ ■ ■ ■ ■ ■ ■ ■ ■■11■ ii■■■i■ .u.u..ii ■iu/■ ■i■■■■\. U ■ ■\:\■11.:\ ■\:i ■i.�u■i■■■iii■u■ ■■■■■ eei■■..■. ■■••L�i/■namm..- m.a■■■ OOMM:�i■:.Ai\.•■■11i■■/■■■■ �iu■11■■m rm���r11■11■11dil■11■ /:�11� ■iie°\•• I•h,'1111 \�\ ■ ■ ■ ■ ■ ■ ■■ ■■ V84794 U.S. GALLONS PER MINUTE LITERS PER SECOND LCE.AN E A Crane Co. Company 10 20 30 40 50 .5 1 1.5 2.5 1 1 1 3 3.5 Testing is performed with water, specific gravity 1.0 @ 68° F @ (20 °C), other fluids may vary performance PUMPS & SYSTEMS USA: (937) 778 -8947 • Canada: (905) 457 -6223 • International: (937) 615 -3598 SECTION 3C PAGE 3 DATE 5/04 • Secifications Submersible Vortex Grinder Pumps SGV, 2HP, Double Seal, Oil-Filled •ffluentlGrinder Pumps BARNES® www.cranepumps.com FILE: SPEC34 SCOPE: Furnish and install submersible grinder pump (s). Each pump shall be capable of delivering the following performance points, U.S. GPM at TDH; U.S. GPM at TDH; U.S. GPM at TDH, with a shut off head of TDH (minimum). The pump motor speed shall be 3450 RPM, 2 HP (maximum), Phase, 60 Hertz Volts. The pump (s) shall be manufactured by a company regularly engaged in the manufacture and assembly of similar units for a minimum of five (5) years. The pump (s) shall be Barnes® model DESIGN: A centrifugal submersible grinder pump designed to reduce all material found in normal domestic and light industrial sewage, including plastics, rubber, sanitary napkins, and disposable diapers into a finely ground slurry. The resultant slurry is then pumped through small diameter piping into a gravity interceptor or treatment facility. The temperature limitatiori of the liquid being pumped is 160 °F intermittent and shall be capable of running dry for extended periods. PUMP CONSTRUCTION: The volute, seal plates and motor housing shall be constructed of high qualityASTM A-48 class 30 cast iron. The pump (s) shall be painted with a water based air dry enamel of 2.0 mil minimum thickness. All exposed hardware shall be 300 series stainless steel. Discharge connection shall be a standard 1.25 inch NPT in the vertical position. The pump impeller shall be of the recessed vortex design. Pumps with standard centrifugal semi -open impeller designs shall not be acceptable. The impeller shall be of 85 -5 -5 -5 bronze orASTM A-48 cast iron construction nd machined for threading to the motor shaft. The impeller shall be capable of being trimmed to meet specific performance characteristics. The grinder mechanism shall consist of a radial cutter threaded and locked on the motor shaft by a washer in conjunction with a countersunk flat head capscrew, and a shredding ring containing a minimum of fifteen flow passages for SGVF series and seven flow passages for SGVH series, with cutting edges. The shredding ring shall be reversible to provide twice the cutting edge life. Both the shredding ring and radial cutter shall be constructed of 440C stainless steel hardened to a min. Rockwell C55 and shall be finish ground for a fine cutting edge. Two -stage cutter mechanisms requiring extemal adjustment for proper clearance are not acceptable. The unit shall utilize a tandem mechanical shaft seal arrangement and shall operate in an oil atmosphere. The materials of construction shall be carbon for the rotating face and ceramic for the stationary face, lapped and polished to a tolerance of one light band, 300 series stainless steel hardware, and all elastomer parts to be Buna -N. The seal shall be commercially available and not a proprietary design of the manufacturer. Single phase motors shall be of the capacitor start, capacitor run design and the three phase motors shall be of the dual - voltage 240/480 design. The pump shall be designed to be non - overloading throughout the entire pump curve. The rotor and stator assembly shall be of the standard frame design and secured to the pump seal plate by four threaded fasteners allowing for easy serviceability. Motor designs incorporating shrink or press fit assembly between the stator and motor housing shall not be acceptable. The motor shall be constructed with the windings operating in a sealed environment containing clean dielectric oil, making it capable of operating in a totally, partially or non - submerged condition for extended periods of time without damage due to the heat being generated. Air - filled motors shall not be acceptable. The motor windings shall be of Class B insulation. The motor shall meet the standard NEMA design L for single phase and NEMA design B for three phase. The motor shaft shall be of 416 stainless steel. Protection against excessive temperature shall be provided by heat sensor thermostat attached to the stator windings and connected in series with the contactor coil in the control panel for all models except the 200 and 240 volt, single phase SGV`2022L and SGV•2002L. The 200 and 240 volt, single phase models shall provide protection against excessive temperature through the use of an in -line heat/current sensor. The sensor shall be connected in series with, and attached to the motor windings 240 volt, single phase pumps requiring a sensor to be wired in series with the contactor coil shall not be acceptable. The pump shall have a three bearing design consisting of an upper ball bearing, an intermediate ball bearing restrained for the purpose of carrying the thrust Toads, and a lower bronze sleeve bearing to carry radial loads and prevent shaft deflection imposed by the pump impeller and grinder operation. Bearings shall operate in an oil bath atmosphere for superior life. Permanently lubricated bearings are not acceptable. The pump shall be equipped with ft. of type SOW power cord and connected to the motor via quick disconnect pin terminals. Threaded cord grip type cord entries are not acceptable. Pin receptacles shall be crimped and molded to the power cord in a PVC plug. The plug shall be secured with a stainless steel compression plate to prevent water from entering the housing and to provide strain relief at the point of cord entry. A stainless steel clamp shall compress the PVC molding against the cord jacket to prevent water from entering the jacket. A polybutylene terephthalate terminal block with brass pin inserts shall connect the power cord leads with the motor leads. The ground pin shall be longer than the other pins such that the ground connection is the first connection made and the last connection broken when the plug is inserted and removed, respectively. A Buna -N o -ring shall provide isolation sealing between the terminal block and the motor housing when the cord plug is removed. PUMP TEST: The pump manufacturer shall perform the following inspections and tests in accordance with Hydraulic Institute type B standards before shipment from the factory: 1. A check of the motor voltage and frequency shall be made as shown on the name plate. 2. A motor and cord insulation test for moisture content or insulation defects shall be made per UL criteria. 3. The pump shall be completely submerged and run to determine that the unit meets three pre - determined hydraulic performance points. 4. A written report shall be available showing the aforementioned tests have been performed in accordance with the specifications. START -UP: The pump (s) shall be tested at start-up by a qualified 'representative of the manufacturer. A start-up report as provided by the manufacturer shall be completed and retumed to the manufacture before final acceptance of the pump(s). DOCUMENTATION: The manufacturer, if requested, will supply a minimum of sets of standard submittal data; Standard submittal data consist of: a. b. c. d. e. f. 9. h. Pump catalog data; Pump performance curve; Break Away Fitting (BAF) data; Access frame data; Typical installation drawing; Control panel data Panel wiring schematic; Accessory data; Installation & Operation Manuals with Parts List SECTION 3 PAGE 8 DATE 11/03 CRANE PUMPS & SYSTEMS A Crane Co_ Company USA: (937) 778 -8947 • Canada: (905) 457 -6223 • International: (937) 615 -3598 • putt No OIL INTERCEPTOR Specification: MIFAB' Series MI -O sanitary powder epoxy coated inside and outside fabricated 10 gauge steel of interceptor. Unit to include: sediment bucket with perforated baffle near inlet, deep seal trap covered by lid, sewer gas stopper, securing bolt(s), removable baffle assembly and cross bar, stainless steel calibrated orfice plate, internal air relief by -pass, adjustable automatic draw -off assembly, double vent connection on each side, and steel powder epoxy coated, non skid rectangular lid. Funct-. n ,i, pak ing garages, service stations, and maintenance areas to receive wastewater that contains oil and '= ti '. yin gtt• 'Aceptor collects the oil before it is drained to an adjacent storage tank through an adjustable draw off system. 144. Y47.11' c!-r4 '. ebris is collected inside of the internal sediment bucket. Regular maintenance is required to keep the interceptor c ioning. Interceptor may be installed on the ground, semi recessed or flush with the floor. Sewer gas stopper prevents foul odors from enter' a = area through the interceptor. SECU city BUILDI • • I A M T(S) TER) s ATED STAINLESS ST ORFICE PLATE 1M ABLE CROSS BAR TO RECEIVE BOLT _. t3' a S. VENT NS (BOTH SIDES) �:!�� 1T WITH •�' ED BAFFLE DE INLET. 7'1 1,1 REMOVABLE NON SKID LID(S) DESIGNED FOR IN FLOOR OR ABOVE GROUND INSTALLATION USING SAME INTERCEPTOR 2" (51) I.P.S. ADJUSTABLE DRAW OFF VALVE OVERSIZED NEOPRENE ____ GASKET (1" X 1/2") (25 X 13) AIR RELIEF BY -PASS T . NO HUB (MJ) OUTLET \ . .. SEWER GAS STOPPER Metric equivalents see chart below. (Dimension) Denotes Millimetres Note: The "C" dimension detailed above is from either the middle of the inlet or the outlet to the top the interceptor.y The inlet and outlet dimensions are always the same. DEEP SEAL LR@fi+l CITY OF MODEL NO. US GPM A B C 0 E F IINLET/OUTLET) G HOLDING CAPACITY NO LIDS LIDS N0. of BOLTS SH •. :�_ n�iyrr w r■ '• (lbs.) WATER 16s. U.S.G. CU.FT. MI -O -A 10 21.25" (531) 15.75" (394) 3.5" (88) 9.5" (238) 13" (325) 2" (51) 4" (102) 10.06 1.34 1 1 99 183 MI-O-B 15 23.75" (594) 15.75" (394) 3.5" (88) 11.5" (288) 15" (375) 2" (51) 5.5" (140) 14.02 1.87 1 1 115 232 MI -O -C 20 23.75" (594) 15.75" (394) 3.5" (88) 14" (350) 17.5" (438) 3" (75) 8" (203) 16.69 2.23 1 1 123 263 MI -0 -1 25 28" (700) 22" (550) 6" (150) 26" (650) 32" (800) 3" (75) 19" (475) 56.44 7.54 1 4 240 712 MI -0 -2 35 i 34" (850) 24" (600) 6" (150) 26" (650) 32" (800) 3" (75) 19" (475) 76.19 10.17 1 4 275 911 MI -0 -3 50 34" (850) 24" (600) 6" (150) 28" (700) 34" (850) 3" (75) 21" (525) 82.41 11.00 1 4 285 973 MI -0-4 75 48" (1200) 34" (850) 8" (200) 28" (700) 36" (900) 4" (100) 21" (525) 168.08 22.44 2 8 475 1878 M1-0 -5 100 51" (1275) 36" (900) 8" (200) 28" (700) 36" (900) 4" (100) 21" (525) 187.73 25.07 2 8 515 2082 MI -0 -6 125 53" (1325) 36" (900) 8" (2.00) 28' (700) 36" (900) 4" (100) 21" (525) 195.40 26.09 2 8 530 2161 MI -0 -7 150 58" (1450) 36" (900) 10" (250) 28" (700) 38" (950) 4" (100) 20.5'(521) 214.55 28.65 3 12 580 2371 M1 -0 -8 200 68" (1700) 38" (950) 10" (250) 32" (800) 42" (1050) 4" (100) 25" (625) 308.93 41.25 4 8 700 3279 N11 -0-9 250 74" (1850) 40" (1000) 12" (300) 38" (950) 50" (1250) 4" (100) 31" (775) 426.89 57.00 4 8 1065 4628 MI -0 -10 300 78" (1950) 44" (1100) 12" (300) 40" (1000) 52" (1300) 4" (100) 33" (825) 525.71 70.19 4 8 1190 5578 MI -0-11 350 80" (2000) 46" (1150) 12" (300) 40" (1000) 52" (1300) 6" (150) 33" (825) 550.36 73.49 6 24 1285 5878 MI -0 -12 400 82" (2050) 48" (1200) 12" (300) 42" (1050) 54" (1350) 6" (150) 35" (875) 622.03 83.06 6 24 1360 6551 MI -0 -13 450 84- (2100) 50" (1250) 12" (300) 42" (1050) 54" (1350) 6" (150) 35" (875) 665.30 88.83 6 24 1405 6958 MI-0-14 500 86' (2850) 52" (1300) 12" (300) 46" (1150) 58" (1450) 6" (150) 39' (975) 782.73 104.51 6 2.4 1515 8048 Note: Reduce the "A" and "B" dimensions by 1" (25) to determine the actual body length and width dimensions. The lid overhangs the body by 1/2" (13) On all four sides. OPTIONAL VARIATIONS: SUFFIX .1 Aluminum lid(s) -AL I -1 Anode pack -AP I-11 Extension "C" as required -C ❑ Special size inlet and outlet specify I -1 Double wall contained interceptor DW „tub 1\1e-tine ' ( tlon No ';r,nix11_rlrt Ho: L I Double wall contained holding tank ❑ Anchor flange ❑ Flow control fitting ❑ Anchor flange and membrane clamp -FLM [1 H -20 traffic rated lid -HD SUFFIX -DWHT -FL -FLC Page No' . Contractor Purchase U 11,ign I i SUFFIX ❑ High level alarm -HLA ❑ Holding tank to receive waste oil -HT ❑ Stainless steel interceptor -SS ❑ F.I.P. female threaded inlet and outlet -T ❑ Lid(s) to receive tile or terrazzo -TL Vaiu 2 Zoos CENTER CORRECTION R# ZURN.. • •, • Z1188 LARGE CAPACITY OIL INTERCEPTOR SPECIFICATION SHEET TAG Dimensional Data (inches and [ mm 1) are Subject to Manufacturing Tolerances and Change Without Notice INII I Flow Rate GPM [I. ] Min 75 [284] 100 [379[ 125 [473] 150 [568] 200 [7571 250 [946] 300 [1136] 350 [1325] 400 [1514] r.450 [1703] 500 [18931 2[511 VENT CONN. SLIP NUT CONN. 1 I /2[38 ] DRAW OFF CONN. I L 7 C= WIDTH OF 1.3011Y BRASS 101.3{ `.alf F0 NIPPLE FELL ( -I BOW HEX I [CAD `;[11 SCREW - REMOVF SCREWS FO USE Lit F HANDI LS, REP! ACE SCREWS ONCE COVER IS IN [TAU AND HANDLES ARE REMOVF D. fillet/ Outlet 3 3 3 4 4 5 5 6 Size [76] [76] (761 [102] [102] 1127] [127] Water Capacity Gal. 65 [L] App. Lbs. [Kg] Wt. No of Covers Dimensions In Inches C # [578[ 18 DIE 1/2 F G J L [246] 332 1151] 1 22 3/4 [470( [5841 42 36 [914] 28 5/8 (727] 6 7/8 [175] 25 3/4 [654] 110 [306] 432 [196] 1 27 [686] 23 3/4 [1086] 33 5/8 [854] 11 3/8 [289] 30 1/8 [765] 150 190 [568] 780 1354] 2 30 1/8 [765] 24 1/2 [622] [641 ] [759] [914] [10061 49 1/4.[1251] 56 11422] 40 [1016] 12 7/8 [327] 36 5/8 [916] [719] 888 [403] 2 30 35 3/4 1/2 1781 ] [901 ] 25 1/4 41 3/8 [1051 ] 13 17 23 30 1/8 3/4 3/8 [333] [451] [594] 43 46 56 7/8 5/8 [1114] [1184] 265 [1003] 1055 1438 [478] [625] 2 29 7/8 36 5/8 61 [1549] 71 [1803] 43 51 5/8 3/8 [2286] [1305] 5/8 [1438] 460 [1741] 2 41 [10411 39 660 [2498] 1840 [835] 2 2 46 50 1/4 [1175] 80 [2032] 58 3/8 [1483] 27 [686] 65 5/8 [1667] [152] 860 [3255] 2180 [989] 1/2 [1283] 43 7/8 [1114] 87 [2210] 63 5/8 [1616] 3/4 [781] 74 1/8 [1882] 6 6 6 [152] [152] 1090 1275 [4126] 2536 [1150] 3 54 1/4 [1378] 47 5/8 [1210] 94 [2388] 67 [1702] 34 1/2 [876] 79 1/8 [2009] [4826] 2816 [1277] 3 55 1/4 [1403] 48 5/8 [1235] 100 [2540] 72 [1829] 35 1/2 [902] 85 3/8 [2168] [152] 1435 [5431] 2970 [1347] 3 57 1/4 [1454] 51 5/8 [1311] 104 [2642] 74 [1880] 38 1/2 [978] 88 3/8 [2245] ENGINEERING SPECIFICATION: ZURN Z118P 1 arge capacity Acid Resistant Coated interior and exterior fabricated steel oil interceptor, with bronze cleanout plug and visible double wall trap seal, Iernovable combination pressu -e equalizing /flow diffusing baffle and sediment bucket, horizontal baffle, adjustable oil drawoff ,rod vent connections either side. Com Mete with secured, gasketed, non -skirl cover with removable lift handles and flow control fittinrj. F■eqularly furnished with inlet and outle in high position. OPTIONS (Check/specify appropriate options) PREFIXES Z Acid Resistant Coated Fabricated Steel` SUFFIXES -E Acid Resistant Coated interior and exterior fabricated steel extension section. (Specify 'C' Dim required) for recessed installation. -HD Heavy -duty traffic cover rated at 10,000 Ibs [4536 Kg.] Inaxlmuln safe live load. -K Anchor flange 1 3/4 [44] down from top and 2 [51 ] wide. -KC Anchor flange 1 3/4 (44] down from top and 2 (51 ] wide moth clamp collar • 'r rill, l: 1 .i;lI_`'+111111j-1 !P ;if i:IfiI.I1 11IRN INDUSTRIES. LLC • SPECIFICATION DRAINAGE OPERATION e 1301 Pittsburgh Av:7. e Eiir.. -55 15514 Phone 31/V453 -0521 Fax 0115154 -7025 a Ve,rkl 'iJ i 1°Jeb: .':viw ziirn.com , r! , ; IRr•1 Tai Js TRIES HMI 1E D + 1'0.1 'i. siu 1 n �: -„ r:��c.r;c-ii;rp� i1r.I,1iin L4V 11 -2 s Phony 91156105•52:2 15x: 505/405-12g2 REV. H DATE: 5/8/07 C.N. NO. 96585 DWG. NO. 59422 PRODUCT NO. Z1188 T • E '9 Inc. 830 North Riverside Drive, Suite 200 Renton, Washington 98057 Phone: 206 - 241 -2012 / FAX: 206-241-3101 www.tei - engineering.com June 24, 2009 Tukwila Optical — Existing Sand -Oil Separator CalculatrOn. 1 Existing Sand -Oil Separator Size: 100 Gallon PzLai !''annit No copy Existing Condition The existing sand -oil separator serves: 1 — Existing Floor Drain Existing flow through existing sand -oil separator: • 1 x Hose Bibb @ 2.5 WSFU = 2.5 GPM (UPC Chart A -3) New Condition The existing sand -oil separator will serve: 1 — Existing Floor Drain 2 — Trench Drains The new flow through the existing sand -oil separator will be as follows: • The new and existing fixtures will only provide drainage during cleaning. • Water is provided to the space with two hose bibbs. o 2 x Hose Bibbs @ 2.5 WSFU = 5 GPM (UPC Chart A -3) To guarantee that there will be a 15 min. retention time in the existing 100 gallon sand -oil separator, the follow conditions for sump pump operations have to be: • 5 GPM * 15 minutes = 75 gallons = Volume Discharge per Pump Cycle • 75 gallons = 10.026 Cu. Ft. • With a Sump Diameter of 3 Ft. o Volume / Area = Distance between Pump On & Pump Off float o 10.026 Cu. Ft. / (3.14 * (3 Ft. /2)^2)) = 1.42 Ft. = 1' -5" Setting the Pump On & Pump Off floats at 1' -5" apart creates the condition where the pumps will evacuate the sump AND will not be triggered to pump again until the volume displace to the sand -oil separator has been given a 15 minute retention time. This is because it will take a minimum of 15 minutes between pump cycles which is equal to the 15 minutes of required retention time, and the volume from the pump cycle is Tess an the volume of the separator. REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 01 2009 City of Tukwila BUILDING DIVISION CORRECTION LTR# , 2i REVISIONNO..Z.. ?&O 27 �p RECEIVED JUN 2 6 2009 PERMIT CENTER 323SUMP CALC.doc ES -009 I ForlHealth Hazard Applications.;, Job Name Job Location Approval Engineer Contractor's P.0 Approval Contractor c.; Representative •. P OPY Series 009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the preven- tion of health hazard cross connections in piping systems or for containment at the service line entrance. This series features two in -line, independent check valves, captured springs and replaceable check seats with an inter- mediate relief valve. Its compact modular design facilitates easy maintenance and assembly access. Sizes 1/4" -1" (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 2W and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted Y4 - 2' (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing SpeCifiCatiOnS A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and /or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the water- way exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seat- ed isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editions; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. dCIIIILLe E Lsr% COMP!. ` NCE APP Test Cock No 3 Ball Type Test Cocks Test Cock No 2 Arst Check Module Assembly R.P. Zone Relief Valve Assembly Second Chedc Module Assembly Water Outlet Now Available .. WattsBox Insulated Enclosures., For more information, send, for Irtefatu a ES 1NB. IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS CORRECTION LTR#_20.— Watts product specifications in US. customary units and metric are appmimate and are provided for reference only. FM precise measurements, please contact Watts Testate! Service. Watts reserves the right to change or madly product design, construction, specifications, or materials with- out prior notice and without inhxs ng any obligation to make such changes and moddicadons on Watts products previously or subsequently sold. 8 4- X7 RECEIVED JAN 0 8 2009 PERMIT CENTEF 111 WAT S Available Models: W - 2" (8 - 50mm) Sut - - quarter -turn ball valves S - bronze strainer LF - without- sffiit'off valve AQ1 elbow fittings for 360° rotation 1/4' - 2" (20 - 50mm) only internal Polymer Coating locking handle ball valves (open position) stainless steel ball valve handles 21" inlet /outlet fire hydrant fitting (2" valve) tea• PC - LH SH - HC - Prefix: C - clean and check strainer 3/4" - 1' (20 - 25mm) only union connections (see ES-U009) le Models: 21/2" - 3" (65 Omm) U- Av.� . • Suffix: NRS - non -ri ' • . OSY - UL/FM ou • A , stem resilien e ste gate valves S -FDA - FDA epoxy QT -FDA - FDA e r • xy coated LF - witho shutoff valves S - c.: iron strainer ated gate valves nd yoke resilient seated strainer arter -turn ball valve shutoffs Note: e installation of a drain line is recomm ed. When Ins • ng a drain line, an air gap is necessary (see S -AG). Materials: 1/4" - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in th first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For option- al bronze union inlet and outlet connections, specify pretix U (1/2" - 2'(15 - 50mm)). Series 0090T furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs Air Gaps and Elbows s: 21/2" and 3" (65 8 • (FDA appro seats • Relief valy: stainless s • B st iron unibody with bronze seat and trim body ball valve test cocks Pressure / Temperature Series 009'14" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33 °F - 180°F (0.5 °C - 75 °C). z pressures up to 110°F 3" (65 and 80mm) are su continuous, 140 °F (60° Standards USC Manual 8th Editions ASSE No. 1013 AWWA C51 1-92 CSA 864.4 IAPMO File No. 1563. pply water temperature at ent. tDoes not indicate approval status. See below for approved models. @ ® Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross - Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, AQT, PC, NRS, OSY. UL Classified 3/4"-- 2' (20 - 50mm) (LF models only except 009M3LF) 21/2" and 3" (65 and 80mm) with OSY gate valves. MODEL DRAIN OUTLET I DIMEYSIONS WEIGHT for 909,009 ano 993 sizes is mm fa A mm in. B mm Ds. kgs 909AG -A 1/4"-W 009, 'h 13 2% 60 3' 79 .625 .28 3/4 009M2/M3 909AG -C 3/4 " -1" 009/909, 1 25 31/4 83 4% 124 1.50 .68 1"-1W 009M2 909AG -F 11/4' -2" 009M1, 2 51 4% 111 61/4 171 3.25 1.47 1W -3" 009/909, 2" 009M2, 4 "-6" 993 909AG -K 4 "-6" 909, 3 76 6% 162 9% 243 6.25 2.83 • • 8 "- 10':,909M1 • 909AG -M 8 " -10" 909 • - '4 102 DA 187 111/4 394 , 15.50 7.03 909E.1.14 '/4' -W 009,W 009M2/M3 - . - - - - - - - 909EL-C 3/4" -1" 009/909. - - 2% 60 2% 0 .38 ,17 " 9119EL -F 1'/4" -2" 009M1, - - 3% 92 3% 92 2 .91 11/4" -2" 009/909, 2" 009M2. 4"-6" 993 ' 909EL -H 2'h" -3" 009/909 - - - - - - - - Vertical r Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25' (637mm) 009'/4" — 2" SIZE ON 04 min b4 1 111 A mm I in. 1 i( 6 mm 11 I in DIMENSIONS C mm IAPPROX•1 D !n. I mm I' in I L mm in. STRAINER DIMENSIONS M m N in. mm I.IEIGHT lbs. . As '/4 8 10 250 454 117 33% 86 11/4 32 51/2 140 23% 60 21/2 64 5 2 3% 10 10 250 45% • 117 33% 1 86 11/4 32 51/2 140 23% 60 21/2 64 5 2 1/2 15 10 250 4% 117 33% 86 1' 32 51/2 140 23/4 70 21/4 57 5 2 3/4 20 10% 273 5 127 31/2 89 11/2 38 63% 171 33/14 81 2% 70 6 3 1 25 16% 425 51/2 140 3 76 21/2 64 91/2 241 3% 95 3 76 12 5 11/4 32 173% 441 6 150 31/2 89 21/2 64 113% 289 4' /0 113 31/2 89 15 6 11/2 40 171/4 454 6 150 31/2 89 21/2 64 111/4 283 41/4 124 4 102 16 7 2 50 213% 543 7%4 197 41/2 114 31/4 83 131/2 343 515/,4 151 5 127 30 13 Dimensions Ni I d Weight: 21" and 3" (65 and 80mm) 009 STRAINER SIZE in. mm M in. mm E ON,1ESSI01JS IapDroz.l I I I I N 1n. mm 2'. 65 254 6' 65 Nit in. mm 3 80 10'% 257 1-Clearance for servicing WEIGHT A9 12.7 178 10 254 " 34 15.4 C open Watts G -4000 Series QT - Ball Valves I1QOEL SIZE ON II II I ( • I I ` C In. mm � DIAJENSIDOS 6 in. mm IAPPROX(I E in. mm WEIGHT ■ �s s• kg 11' J `1 : ,. I i s I ' 11r' 1 Irlirlirridirnliralrininil i'i =11!)• 1 1 4: 1 • . 1'' r iS 2'L 65 `_AM 34, 28 63% 6 8' . 4.' 9 ■ 0 .1 73.0 009QT 6 152 163% 416 18'% 460 rA 197 270 150 68.0, WEIR 11k 1 r' 1 I r 1 NN:Yr ? 1 c � '' Q1. . W .'4 8 1 __ c •.1 l 05L 71 '1; 0090T i'3 80 34'/4 870 7 178 41% 114 16% 422 18'% 460 8% 222 10% 270 158 71.7 Capacity Performance as established by an independent t kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 '/" (8mm) 0090T laboratory. _ ■- 1■11111111/ MIN AP 0 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 I .25 .60 .7 .9 1.9 2.9 3 8 1.17 Ipm AP 0 .25 .50 .75 1.25 0 kPa psi 172 138 103 69 35 AP 0 1.9 2.9 38 4.8 1/2" (15mm) zo win ire. 15 15 VkliMIM VA- MP! =�w� --/'. - - IIIIMMIll -- Mil ill _►_- kPa 207 165 124 83 41 Psi 30 24 18 12 6 0 0 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 07.6 23 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 1'*(25mm) 0O9M2QT 25 5 7 5 10 12.5 15 gpm 9.5 19 28.5 38 .5 57 Ipm 5 7.5 15 fps 1.5 23 4.6 mps * 3/" (20mm) 009M3QT ■ ■ ■ ■ ■ ■11 ■ ■ ■■■ ■ ■■ ■■ ■ ■■ ■■■ M■■■■ ■11■■■■■■■■■ ■ ■■■ ■M, ■■■■ ■■11■■■■■ ■■■■■■■■oid ■■■■■i•I 1■■■■■ommummamm ■■ ■■ ■ ■I1■■■ ■ ■■ mmai mi■■■■ '/■ti■ ■■i i ■■ ■■■■ ■■ ■ ■I1■ ■■u■ MOMEMMIIIMMEMMEMEMMEMMEM ■ ■ ■ ■ ■ ■II■■■■■■■■■■■■■■ ■■ kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 ■ A issouiPmal =.∎-_` ell af. -- 0 5 1 20 30 40 50 0 19 8 76 1 4 152 190 7.5 15 2.3 4.6 IMAM® 61 70 80 gpm 228 304 Ipm ps *Typical maximum system flow rate (7.5 feet/sec., 2 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 6 11/4"(32? m) 009M 3 eters /sec.) MS= -- -i.- - -- __ .. -___ -- _ -._-__ r207 psi 172 25 138 20 103 15 69 10 35 5 LI 0 AP O 10 20 30 40 50 60 70 80 38 1 4 152 190 228 266 304 5 7.5 10 15 4.6 "-- -m- -' � 11/2" gy ( m) 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 1./ Ipm fin mps 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 ipm 5 7.5 10 15 ips 1.5 2.3 3.0 4.8 mps 2" (50mm) O09M2QT * --EMI - -fi - -- - - -- -/ ammo moimminum 11•1111111111111% 111M11111111111111•11 0 20 40 AP 0 76 15 kPa psi 172 25 138 20 103 15 69 10 35 5 0 00 60 BO 100 120 40 228 304 380 456 5 7.5 10 1:5- 2.3 3.0 214" (65mm) 009 160 180 200 m 6058 684 760 Ipm 6 mps ___10■ 2 ••- •- immera'ri. = - ->•- 11111111111111/4111 11111111 III MI NM NMI /M■ ■ MINIM IMI AP 0 25 05 50 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 AP 0 95 190 75 100 125 15 295 380 475 570 5 7.5 10 1.5 2.3 3.0 3" (80mm) 009 75 200 225 250 gpm 760 885 950 Ipm 15 fps 4.6 mps •__■__.III1111111111111MMIIII 111=1111111011111111E •1111111111111111111111111 ___111111_ ■1111.111IIIII111II7•1111111111111 ONON1•11111II M\ - - --I•- 125 150 1 380 475 570 665 5 7.5 1.5 2.3 ri 00 225 250 275 300 325 gpm 855 950 104511401235 Ipm fps 3. mps r r iS0,ELLIDillLJ ocrEiiiT7C1r Backflow Prevention Products ES -009 0830 USA 815 Chestnut St., No. Andover, MA 01845 -6098; www.watts.com Canada: 5435 North Service Rd., Burington, ONT. L7L 5H7; www.wattscanada.ca © Watts, 2008 11. 1 11'1.1 II Project Summary's . = ► • I l =. • 1 -_ 1 = L .hl = ■• II • 1 •= • 11I I PRJ -SIUM 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address 441 costa° Drive Date 11/19/2008 Tukwila, WA For Building Department Use Applicant Name: Caetao Wholesale Corporation Applicant Address: 999 Lake Drive, Issaquah, 001 96027 Applicant Phone: r ME COPY • CORRECTION L TR# -- RECEIVED NOV 21 2008 PERMIT GENTEF 11. 1 1 11'1 Mechanical Sumim°ar' ►•11a:. O..a1 .•. I 1: l.6.1 .r:.: .6111 •. 1 •,_ '111 MECH -SOM,, 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address 441 coatco Drive Date 11/19/2008 Capacity2 Btu/h Tuhvila, WA For Building Dept. Use SEER or EER IPLV3 Applicant Name: Contao Wholesale Corporation Applicant Address: 999 Lake Drive, Issaquah, WA 98027 Applicant Phone: 8000 Project Description Briefly describe mechanical system type and features. Includes Plans Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option 0 Simple System 0 Complex System ()Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location AC -4 THANE Y1D24084EA 227500 8000 ECONO 10.60 324000 FACILITY AC -5 TRA88 Y8C12084RBA 181500 4000 ECONO 13.00 203000 FACILITY 600 1.25 0.50 vs P -205 E1 -4 PAIN BARRY 181288 600 1.25 0.50 v8 P -205 E1 -5 PEEN BARRY PX16V 1035 0.50 0.33 vs COAT= 81 -6 PENN BARRY 1X16v 1035 0.50 0.33 vs cOATBR E1 -7 PENN BARRY 1X108 100 0.50 0.04 v8 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu/h Total CFM OSA cfm - or Econo? Input Btuh - Output Btuh Efficiency° AC -4 - TRANS Y1D24084112 324000 8000 ECONO 400000 324000 81.000 AC -5 TRANS Y8c120E4882 203000 4000 ECONO 250000 203000 81.000 600 1.25 0.50 vs P -205 E1 -4 PAIN BARRY 181288 600 1.25 0.50 v8 P -205 E1 -5 PEEN BARRY PX16V 1035 0.50 0.33 vs COAT= 81 -6 PENN BARRY 1X16v 1035 0.50 0.33 vs cOATBR E1 -7 PENN BARRY 1X108 100 0.50 0.04 v8 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Controls Location of Service 8F -1 P888 BA=Y 1X11BE 600 1.25 0.50 vs STRIP MACHINE EF -7 P888 BARRY FX17BB 600 1.25 0.50 vs REDO MACHINE 81 -3 PENN BA=Y F81288 600 1.25 0.50 vs P -205 E1 -4 PAIN BARRY 181288 600 1.25 0.50 v8 P -205 E1 -5 PEEN BARRY PX16V 1035 0.50 0.33 vs COAT= 81 -6 PENN BARRY 1X16v 1035 0.50 0.33 vs cOATBR E1 -7 PENN BARRY 1X108 100 0.50 0.04 v8 1200 DLP BOX COAT= EF -8 PENN BARRY 17108 100 0.50 0.04 vs 1200 DLP BOX COAT= 81 -9 PENN BARRY 1X108 100 0.50 0.04 v8 1200 DLP BOX COAT= EP-10 PENN BARRY PIlos 100 0.50 0.04 V8 1200 DLP 80I COAT= EP -11 PENN BARRY PZ10R 180 0.50 0.08 V8 BEAD BLASTER 88 -12 PENN BARRY PZ108 100 0.50 0.04 VS PROCESS TABLE EP -13 PENN BARRY MOOR 60 0.50 0.03 vs COLTER CHEMICAL E_. 8P -14 PENN BARRY Pzonn 60 0.50 0.03 V8 /COATER CHEMICAL MI. 81-15 PENN BARRY DX168 2150 0.13 0.50 vs MECHANICAL ROOM EP -16 PENN BARRY 81168 3400 0.13 0.75 vs MECHANICAL ROOM EP -17 PENN BARRY MOOR 110 0.38 0.03 V8 STORAGE CABINET 'If available. 2 As tested according to Table 14-1A through 14-1 G. 31f required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 1 1 0 - 1 1 0 *I = k•11 : 6:1 _130 Mechanical Surpmary(back) ..ii' ,1..: *Ill MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: d Constant vol? Split system? ∎/ •r cooled? 1J Packaged sys? Q <20,000 Btuh? Economizer included? If Heating Only: [] <5000 cfm? <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. CSTART ) Heating Only Reference Section 1421 Yes — No Yee, Simple System Allowed (section 1420) _} Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2006 Washington S Mechanical Perrnijt Plans Checklist MECH -CHK 2009 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 441 costae Drive 'Date 11/19/2006 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component (Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance a • a. 1411.4 Pkg. elec. htg.& dg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 14-3.1 yes 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss N -3.1 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans N -2.1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum SPEC' 8 n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 cliff. day types SPEC' 8 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage N -2.1 n.a. 1412.4.2 Optimum Start Indicate optimum start controls a. a. 1412.5 Heat pump control Indicate mkxoprocessor on thermostat schedule yea 1412.6 Combustion htg. Indicate modulating or staged control N -3.1 yes 1412.7 Balancing Indicate balancing features on plans 11-2.1 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule N -3.1 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule N -3.1 n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb a. a. 1413.2 Water Econo Doc Indicate dg load & water econoe & dg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary SPEC ' S yes 1414.2 Duct insulation Indicate R -value of insulation on duct SPEC ' S yea 1415.1 Piping insulation Indicate R -value of insulation on piping SPEC' 8 1416 Completion uirements - yes 1416.2.1 Commissioning Provide commissioning plan SPEC ' 8 yes . 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing SPEC ' e yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training SPEC ' S yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report OPEC's yea 1434 Separate air sys. Indicate separate systems on plans N -2.1 yes Mechanical Completed and attached. Equipment schedule with types, 'Summary Form linput/output, efficiency, cfm, hp, economizer l l SERVICE WATER HEATING AND HEATED POOLS {Sections 144b -1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n. a. 1442 Shut -off controls Indicate automatic shut -off n.a. 1443 Pipe Insulation Indicate R -value of insulation on piping a. a. 1452 Heat Pump COP indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover , provide explanation: y 2006 Washin• on State Nonresiden Mechanical Permit PIansiC,hecklist tial Ene Code Com • Iiance Form MECH -CHK 2008 Washington State Nonresidential Energy Code Compliance Fors Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specked rating conditions not less than the values shown in Table 14-1A through 14-1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it Includes provisions for verification and challenge of equipment efficiency ratings, then the product shall bo listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu/h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper Is an acceptable altemative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All fumaces with Input ratings > 225,000 Btu/h (65 kW), including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the Input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not Tess than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by Individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss 0110 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant Is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system Is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories In height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets In the first story and levels below the first story of buildings three or more stories in height. 1412.8 Ventilation Controls for High -Occupancy Areas: Demand control ventilation (DCV) Is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct -digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow Tess than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling Toad served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry- bulb /40°F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air- cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following Information: 1. Maximum outside air conditions for which economizer Is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature In full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum Indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 -320 -525 allows only steam Injection humidifiers in ductwork downstream of final filters. 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed In accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 Inches to 3 Inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where duets are designed to operate at static pressures of 1 Inch W.C. or greater. 1414.2 insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include Insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating Interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving Individual supply air units with Tess than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by Individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss 0110 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (8,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant Is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system Is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories In height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets In the first story and levels below the first story of buildings three or more stories in height. 1412.8 Ventilation Controls for High -Occupancy Areas: Demand control ventilation (DCV) Is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct -digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow Tess than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling Toad served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry- bulb /40°F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air- cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following Information: 1. Maximum outside air conditions for which economizer Is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature In full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum Indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 -320 -525 allows only steam Injection humidifiers in ductwork downstream of final filters. 1412.8 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed In accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 Inches to 3 Inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where duets are designed to operate at static pressures of 1 Inch W.C. or greater. 1414.2 insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include Insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating Interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving Individual supply air units with Tess than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 14124.2 Optimum Start Controls: HeatInggdMriggnaledtifirralW air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpolnt and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btulh shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. ntial EPargiecatianigeffigiM an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14-6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for buiding completion and commissioning requirements.) City f Tukwila Jim Haggerton, Mayor Department of Community Development GEORGE RUNNE - MULVANNEY G2 ARCHITECTS 1110 112TH AVE NE, STE 500 BELLEVUE WA 98004 RE: Permit No. PG08 -276 441 COSTCO DR TUKW Dear Permit Holder: Jack Pace, Director In reviewing our current records, the above noted permit has not received a final 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 12/22/2009. 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 final inspection. Each inspection creates a new 180 day period. -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 12/22/2009, 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, coute..it Bill Rambo Permit Technician File: Permit File No. PG08 -276 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206- 431 =3670 o Fax: 206 - 431 -3665 03 -02 -2008 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director SAM MORRIS - MULVANNEY G2 ARCHITECTS 1110 112TH AVE NE, STE 500 BELLEVUE WA 98004 RE: Permit Application No. PG08 -276 441 COSTCO DR TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/31/2008 , 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 04/29/2009 . 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 04/29/2009. 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, xc: Ter Marshall 't Technician Permit File No. PGO8 -276 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 El June 24, 2009 • T.E., Inc. 830 North Riverside Drive, Suite 200 Renton, Washington 98057 Phone: 206- 241 -2012 / FAX: 206 - 241 -3101 www.tei - engineering.com Mulvanny G2 Architecture 1110 -112th Ave NE, #500 Bellevue, WA 98004 425 - 463 -2000 Attn: George Runne Re: Costco Wholesale — Tukwila, WA Optical Arc Lab Remodel (TEI#08 -323, MG2#95- 0740 -05) Dear George, RECEIVED JUN 2 6 2009 TUKWILA PUBLIC WORKS The following are the Mechanical responses to the City of Tukwila, Department of Public Works: Permit #PG08 -276: Building Comments (Comments by: Joanna Spencer, Michael Cusick, P.E.) 1. The existing sand -oil separator is not capable of handling the added new flow of 32 gpm and needs to be replaced with a larger unit capable of handling the increased flow. If you multiply the new total flow rate (38.8 gpm) by the retention time of 15 you get a result, that a 582 gallons unit is needed. See attached Utility Vault cut sheets. Please contact Mike Cusick, P.E., Public Works Senior Sewer and Water Engineer at (206) 431 -2441 regarding interceptor size and replacement. Response: Existing flow of 6.8 gpm added to the new flow of 32 gpm, nets a new maximum total of 38.8 gpm. As discussed with Mike Cusick and Joanna Spencer on 06/18/09 at the Costco Optical Facility, these spaces will only have waste water from cleaning and the cleaning schedule will be every two to three months. This was confirmed by the facility manager, Mike Jorgenson. Please see attached engineered flow calculation for the existing sand -oil separator. If you have further questions, please call our office. Sincerely, Brian Cawley, P.E. CORRECTION REVISION N•�•: L RECEIVED X262009 PERMIT CENTEF 323MBD_08. doc June 5, 2009 City of O, Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director George Runne 1110 112 Ave NE Suite 500 Bellevue WA 98004 RE: CORRECTION LETTER #2 to REVISION #2 Plumbing /Gas Piping Application Number PG08 -276 Costco Optical — 441 Costco Dr Dear Mr. Runne, This letter is to inform you of corrections that must be addressed before your plumbing 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 and Public Works Departments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete 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 throw[: the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ifer Marshall it Technician encl xc: File No. PG08 -276 W:\Permit Center\Correction Letters\2008\PG08 -276 Corr Ltr #2- Rev #2.DOC wer h ?nn Qmrth ',an tar Rnrrlarinre Q.rifel $1/)11 a T..L.wM ill eh:.,..t.,« 00100 a Dl .,... Onl. 491 9.0 an - r_,..._ on.( 4'11 'IL AC • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tulcwila.wa.us Development Guidelines and Design and Construction Standards DATE: June 3, 2009 PROJECT: Costco Optical PERMIT NO: PG08 -276 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) The existing sand -oil separator is not capable of handling the added new flow of 32 gpm and needs to be replaced with a larger unit capable of handling the increased flow. If you multiply the new total flow rate ( 38.8 gpm) by retention time of 15 you get a result, that a 582 gallons unit is needed. See attached Utility Vault cut sheets. Please contact Mike Cusick, P.E., Public Works Senior Sewer and Water Engineer at (206) 431 -2441 regarding interceptor size and replacement. It would be beneficial for the PW staff involved in this project if the applicant could arrange for a field visit, so we can get a better understanding of the operation process. P: Joanna/Comments 2 PG08 -276 rev#2 0[SIGN AT WORN TO Dave Larson - Senior Plans Examiner Joanna Spencer - Public Works FROM George Runne CC Ed Navarro - Costco Wholesale Brian Cawley - T.E. Inc RE 1. 2. MEMO Page 1 of 2 DATE 5.22.09 PROJECT Costco Optical (Tukwila) PROJECT NUMBER 95- 0740 -05 4.13.09 Comments from Dave Larson - Senior Plans Examiner COMMENT: The Fixture Unit count for the proposed sewage ejection pumps is 2 X gallons per minute of flow. This adds up to 128 fixture units based on 6 ft. of head pressure. It does not look like there will be 6 ft. of head pressure. Is there a different value in the pump specs. For less head pressure or is 6 ft. a minimum. Please provide the manufacturers specs. (No code reference was given) CITyoFE 7.64LA MAy 2 2 2009 PERANT CENTER RESPONSE: Flow listed in the Plumbing Fixture Schedule, Sheet P -3.1 for sewage ejection pumps (SP -1) is listed at 32 gpm at 6 feet of head pressure. Note that this is a duplex system where the pumps alternate and do not operate simultaneously. If you use the provided calculation in the above comment (2006 UPC 710.5), 2 x 32 gpm = 64 fixture units load to a 4" pipe. 4" pipe is able to handle 216 fixture units. The sump is 6 feet in depth, which conservatively gives the pump enough head to pump the waste in the sump to just below the slab where it then will be at a sufficient elevation to gravity drain to the existing waste piping. COMMENT: We should verify that the existing sand -oil separator is capable of handling the additional load from the twin ejection pumps along with the current fixture unit or gallons per minute of flow that flow through this separator. Please provide sand -oil separator specs. and a breakdown of the total load applied. (No code reference was given) RESPONSE: Existing sand -oil separator is a Utility Vault 25 -SA. As- builts indicate that the capacity is 100 gallon capacity. Existing flow to separator indicated at 6.8 gpm. Existing flow of 6.8 gpm added to the new flow of 32 gpm, nets a new total of 38.8 gpm. Utility Vault does not have specific sizing criteria for sand -oil separators, nor does the 2006 UPC. This separator is mainly for separating oil as it is serves drains in machine rooms. Similar products to the existing separator are the Zurn model #Z- 1188, and the Mifab model #MI -O -3. See attached cut sheets with sizing information. II 425.463.2000 425.463.2002 1110 112TH AVENUE NE I SUITE 500 I BELLEVUE. WA I 98004 MulvannyG2.com DATE 5.22.09 PROJECT Costco Optical (Tukwila) PROJECT NUMBER 95- 0740 -05 3. 1 RE 1. 2. MEMO Page 2 of 2 As seen on the cut sheets the typical flow rate for a 100 gallon separator ranges from more than 50 gpm to less than 100 gpm. Our flowrate is 38.8 gpm which is below the rate capacity for the two different manufacturers, which will allow for longer retention time and better separation. COMMENT: Please remove M pages from this plumbing revision unless they include details or information specific to the plumbing. (No code reference was given) RESPONSE: M pages removed from submittal as requested. 4.21.09 Comments from Joanna Spencer — Public Works Department COMMENT: Please submit the following: a) brief narrative what is this pump serving (pumps what from where to ...) b) why it's not a Class 1 Division 1 Explosive Proof pump. c) sump pump calculations, why both inlet and outlet pipes are 4" and what is the velocity in the line. d) cut -sheet of the proposed pump including pipe curves. (No code reference was given) RESPONSE: a) Pump package serves the three (3) trench drains in the new machine rooms. The trench drains are for waste water from when the room is cleaned. b) The pumps are Class 1, Group D, Division 1 explosion proof. See attached cut sheet for the sump pumps. c) The inlet to the sump is 4" which correlates to the underground plumbing for the trench drains emptying into the sump. The outlet of the pumps is 1- 1/4" and they are to manifold to 4 ". In a 1 -1/4" pipe the velocity would be 9 feet/sec. Note that per Detail #38, Sheet P -3.1 the pipes do not manifold till the high point of the lift, so the 4" pipe will provide gravity waste for the system and will not be 100% full. d) See attached cut sheets for the pumps. COMMENT: Roof downspouts shall be tightlined to a storm drainage system. The gutter outlets can't daylight to grade. Revise Mechanical Room Plumbing Plan callouts on sheet P -2.2 accordingly. (No code reference was given) RESPONSE: Plans have been revised to have downspouts tight lined to storm drainage system. Please see revised sheet P -2.2 h: \costco \95 \95- 0740- 05 \03_ design \304jurisdictionrequirements \plumbing permit revision #3 \response letter.doc April 23, 2009 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Sam Morris 1 1 1 0 1 l 2 Ave NE Suite 500 Bellevue WA 98004 RE: CORRECTION LETTER #1 to REVISION #2 Plumbing /Gas Piping Application Number PG08 -276 Costco Optical — 441 Costco Dr Dear Mr. Morris, This letter is to inform you of corrections that must be addressed before your plumbing 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 and Public Works Departments. Building Department: Public Works Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete 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, 7;AV Bill Rambo Permit Technician encl xc: File No. PGO8 -276 P:\Permit Center\Correction Letters\2008\PG08 -276 Corr Ltr #1 - Rev #2.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Da I e Larson; Senior Plan Examiner Building Division Review Memo Date: April 13, 2009 Project Name: Costco Optical Lab Revision 2 Permit #: PG08 -276 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 1 1x17 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. The fixture unit count for the proposed sewage ejection pumps is 2 X gallons per minute of flow. This adds up to 128 fixture units based on 6 ft. of head pressure. It does not look like there will be 6 ft. of head pressure. Is there a different value in the pump specs. for less head pressure or is 6ft. a minimum. Please provide the manufacturers specs. 2. We should verify that the existing sand -oil separator is capable of handling the additional load from the twin ejection pumps along with the current fixture unit or gallons per minute of flow that flow through this separator. Please provide sand -oil separator specs. and a breakdown of the total load applied. 3. Please remove M pages from this plumbing revision unless they include details or information specific to the plumbing. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ® • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: April 21, 2009 PROJECT: Costco Optical PERMIT NO: PG08 -276 (rev #2 after permit issued) PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit the following: a) brief narrative what is this pump serving (pumps what from where to ...) b) why it's not a Class 1 Division 1 explosive proof pump c) sump pump calculations, why both inlet and outlet pipes are 4" and what is the velocity in the line d) cut -sheet of the proposed pump including pipe curves. 2) Roof downspouts shall be tightlined to a storm drainage system. The gutter outlets can't daylight to grade. Revise Mechanical Room Plumbing Plan callouts on sheet P -2.2 accordingly. P: Joanna/Comments PG08 -276 rev#2 U MULVANNYG2 D E S I G N AT W O R K March 03, 2009 Jennifer Marshall Permit Technician Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Plumbing /Gas Piping Application Number PG08 -276 Costco Optical - 441 Costco Drive Tukwila, WA 98188 Project Number: 95- 0740 -05 Subject: Revision Resubmittal Dear Ms. Marshall: This re- submittal is to provide drawings updated since the approval of Plumbing & Gas Piping Permit PG08 -276, based on modifications in response to review comments on other portions of the work regarding the addition and remodel at the existing Costco Tukwila Optical Lab. Please see the attached updated, signed sheets with revised portions clouded for your convenience. This permit's approval had included revisions through #3; this re- submittal includes revisions #4 and #5. Building Division - Dave Larson, Senior Plans Examiner: 1. Plumbing drawings: P1.1 Plumbing Key Plan P2.2 Enlarged Optical Waste & Vent Plan P3.1 Plumbing Schedules & Details 2. Mechanical drawings: M2.2 Enlarged Optical HVAC Plan M3.1 Mechanical Schedule & Details Thank you for your time in reviewing these documents. Please contact me with any questions or comments. II 425.463.2000 425.463.2002 1110 112TH AVENUE NE I SUITE 500 I BELLEVUE, WA I 98004 M uly an ny 02.10 rn March 03, 2009 Page 2 of 2 Sincerely, Sam Morris Associate, MulvannyG2 cc: File encl.: 1. Revision Submittal form 2. Drawing sheets (two each): a. Changed: P -1.1 b. Changed: P -2.2 c. Changed: P -3.1 d. Changed: M2.2 e. Changed: M -3.1 Plumbing Key Plan Enlarged Optical Waste & Vent Plan Plumbing Schedules & Details Enlarged Optical HVAC Plan Mechanical Schedules and Details 0 • Department of Community Development December 12, 2008 Sam Morris 1110 112 Ave NE Bellevue WA 98004 RE: CORRECTION LETTER #2 Plumbing /Gas Piping Application Number PG08 -276 Costco Optical — 411 Costco Dr Dear Mr. Morris, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your plumbing permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Departments. The Building Department has no comments at this time. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete 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, fer Marshall it Technician encl xc: File No. PG08 -276 P:\Permit Center\Correction Letters \2008\PG08 -276 Correction Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: December 9, 2008 PROJECT: Costco Optical PERMIT NO: PG08 -276 REVIEW NO: 2 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Sheet P -3.1 Chilled Water Piping Diagram calls installation of a backflow preventer in front of chiller #1. Please specify on plan Reduced Pressure Principle Assembly (RPPA) size, manufacturer and model number. Submit a cut sheet for proposed two (RPPAs) Reduced Pressure Principle Assembly and circle the devise you plan to install. 2) Please confirm that only a total of (3) three RPPAs: two on sheet P -2.1 and one on sheet P- 3.lwill be installed inside the building under this plumbing permit. 3) Any work outside the building envelope shall be done under a revision to the Costco Optical building permit D08 -398 application. P: Joanna/Comments 2 PG08 -276 o • city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 10, 2008 Sam Moms 1110 112 Ave NE Bellevue WA 98004 RE: CORRECTION LETTER #1 Plumbing/Gas Piping Application Number PG08 -276 Costco Optical — 411 Costco Dr Dear Mr. Morris, This letter is to inform you of corrections that must be addressed before your plumbing 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 and Public Works Departments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete 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. encl xc: File No. PG08 -276 P:\Pemut Center\Correction Letters \2008\PG08 -276 Correction Ltr #1.DOC wer 6100 .Snuthrenter Boulevard. Suite #100 • Tukwila_ Washinntnn OR1RR • Phnne• 20h -4. ?1 ?h70 • Fay. 20h- d 11 - ?hhS Tukwila Building Division Dave e Larson,, Senior Plan Examiner Building Division Review Memo Date: November 06, 2008 Project Name: Costco Optical Permit #: PG08 -276 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. Please provide equipment schedules and specs. for all new equipment. What are A.R.C. machines. 2. Two floor drains in the center of the space are not vented. Please add vents or other explanation. 3. Under scope of work in the permit application, you mention flues and vents for equipment. Where are these located and for what type of equipment. 4. Please provide a Washington State Non- Residential Energy Code Compliance form for new heating and cooling equipment. I have added one with this letter. 5. There is a reference to detail 7 on sheet M -3.1 that relates to rooftop equipment. This reference is on page P -1.1 near AC-4 and AC -5. Sheet M -3.1 was not submitted with this plan set. Please add. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: November 3, 2008 PROJECT: Costco Optical PERMIT NO: PG08 -276 REVIEW NO: 1 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit a cut sheet for proposed two (RPPAs) Reduced Pressure Principle Assemblies shown on plan sheet P -2.1. Circle the devise you plan to install and make sure subject backflow is a WA State Department of Health approved devise. It appears that 1.5" Watts 909 is not on the list of WA State Department of Health approved assemblies. 2) Please have the owner or his representative fill out the attached King County Non - Residential Sewer Use Certification form. Please list only all the new plumbing fixtures and do not list the ones replaced in kind. 3) The Public Works Director will withhold issuance of this plumbing permit until backflow deficiencies spelled out in the attached November 3, 2008 letter, addressed to the property owner are corrected. A new RPPA for premise isolation shall be installed, existing RPPA for in- premise isolation shall be repaired and tested, and the existing exempt landscape irrigation water meter shall be upgraded with a TRPL register. A separate PW Type C Construction Permit shall be obtained or a bond posted. P: Joanna/Comments 1 PG08 -276 La King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential CORR ECTi �t Sewer Use Certificat i)(48- a:7o • To be completed for all new sewer connections, r onnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 1 C osrco DAA vE Property Street Address City 11)1(W ILA WA 18 State ZIP CiTit) W Ito Lt satx Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name Co W S'TCD ®PT1 CAt- (if applicable) Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Owner's //Mailing Address "{q 0i2 the is Set a04,14 Wu q t,n21- For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # %' 2 30 '- ! 107 Party to be Billed (if different from owner) City or Sewer District C IN OF `IUwtf,,s- Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes No Was building on Sanitary Sewer? ''Yes 0 No Was Sewer connected before 2/1/90? 0 Yes No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? 0 Yes 0 No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) �YEV1Wj 3 4 1.5 3 '3 4 5 Sink, wash fountain, circle spray Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units 4 5 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 0. i 2y RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Li 04.-r .415 71ef 4&_ r y(G.ta -t s fA eL&4- i7 °.+tl Estimated Wastewater Discharge: G- Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) i A B ©• .ass" 1 RCE RCE RECEIVED NOM 2120i. PERMIT CENTEF- Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. r22/ Date /1/21,/ Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 9/07) sue, Mo,tst, ,aLv7C1 Z White - Kino Countv Yellow - Local Sewer Aaencv Pink - Sewer Customer • PE IT,ti PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -276 DATE: 06 -26 -09 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 X Revision # 2 After Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 06 -30 -09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROI'JTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07 -28-09 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 11$ if • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -276 DATE: 05 -22 -09 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 2 After Permit Issued DEPARTMENTS: Building Division 1 t'4 ,- Public Works Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05-26-09 Not Applicable n 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 REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06 -23-09 Not Approved (attach comments) DATE: Permit Center Use Only f CORRECTION LETTER MAILED: �ba Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: Documents /routing slip.doc 2 -28 -02 o PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG08 -276 DATE: 04 -01 -09 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # lob DEPA QTME TS: Div Bu� Idin ision Public or s Fire Prevention Structural Planning Division Permit Coordinator DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete I Comments: Incomplete DUE DATE: 04-07-09 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS R UTING: Please Route Structural Review Required U No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-05-09 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: -Oct Bldg kir Fire ❑ Ping ❑ PW Ir Staff Initials: Documents routing slip.doc 2 -28 -02 IJPERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -276 DATE: 03 -03 -09 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 400 COSTCO DR Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 BEFORE Permit Issued DEPARTMENTS: PW I'll Bui r ding Division Public Wort s Fire Prevention Structural Planning Division Permit Coordinator DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03-05-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required U No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR/ CORRECTIONS: DUE DATE: 04-02-09 Approved 7] Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 o • IP MT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -276 DATE: 01 -08 -09 PROJECT NAME: COSTCO OPTICAL ADDITION SITE ADDRESS: 441 COSTCO DR Original Plan Submittal _ Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: Building Division ublic Work n Fire Prevention Structural n Planning Division Permit Coordinator DE RMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: DUE DATE: 01-13-09 Incomplete ❑ Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS R UTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-10 -09 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 C I` ORD CO?'° PLAN'' REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -276 DATE: 11 -21 -08 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: P,t It- Building Division Fire Prevention Public Wo-14 aI P! Structural D TERMINATION OF COMPLETENESS: (Tues., Thurs.) n n Planning Division Permit Coordinator Complete Comments: Incomplete u DUE DATE: 11-25-08 Not Applicable C 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 REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -23-08 Approved Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit'Center :Use Only. CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PWg Staff Initials: Documents/routing slip.doc 2 -28 -02 F • PER z AT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -276 DATE: 10 -31 -08 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bul d g ECIINO Fire Prevention blic Works N4450 Structural Planning Division Permit Coordinator ❑ TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -04 -08 Complete Incomplete Comments: Not Applicable n Permit CenterUse Only : ; .. :.,.::;. •: " .: , .t :. . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R TING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: P DUE DATE: 12 -02 -08 Not Approved (attach comments) DATE: Permit Center•jse Only • CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ] Staff Initials: Documents/routing slip.doc 2 -28-02 PROJECT NAME: SITE ADDRESS: inn PERMIT NO: . P&DW` 2111- ORIGINAL ISStJE DATE: Of5IX 03 -20-0 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS '2 ny.vt •a 1I't&i�o'j Summary of Revision: a s,1 Q' oto , �w Como 6 finio i, i totiN Summary of Revision: Utf p1J1 pi?",) j 0 (TC, 'fib vefuciA am wtp-E (74.1 t E6 NWG1N20 AZAlt+g -00AA -00A luvitik I U W I S Received by: c„twl ,M24c., REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS r '2 ny.vt •a 1I't&i�o'j Summary of Revision: a s,1 Q' oto , �w Como 6 finio i, i totiN of Ake 1 M Received by: _ t_-- , N � (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 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.tulcwila.wa.us REVISTOsN aSUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: TUVle 2fot 1,09 Plan Check/Permit Number: - ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 • Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Io- Project Name: Costco Optical Project Address: 441 Costco Dr Contact Person: -Ger i� tc V 1�1 I__/111.e Phone Number: (�/„Z5) y�3 - /y7 % Summary of Revision: C -16-U 0.TI 0725 4 / i /d7 / Wcoat n-r R -e5190.5 e /e-ice ) Si 4 5adecl RECEIVED CTTV OF TUKWILA 'JUN 2 6 2009 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision ,--- n Received at the City of Tukwila Permit Center by: " /fntered in Permits Plus on \applications\forms- applications on line \revision submittal Created: 8 -13 =2004 Revised: • • • • City of T kwila Department of Community Development 6 300 Southcenter Boulevard. Suite 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: huh - / /wini'.ci.iukwila.u'a.t-rs Src'nu .11. ;1trrllet. llurur Stc'rr' 1.ancu.rcer. 1)ircctor REVISION SUBMITTAL. Revision submittals must be submitted in person at the Permit Center. Revisions mill not be accepted through the mail, lax, etc. Date: May o201., 02 609 Plan Check/Permit Numher: PG08 -276 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # 2 after Perrnit is Issued (1 Revision requested by a City Building Inspector or Plans Examiner Project Name: COSTCO OPTICAL Project Address: 441 Costco Dr Contact Person: 1 flrgy kum lit._ Phone Numher: Cyan) 140 - /4179 Summary of Revision: ��_� u77pJ'/ 47/ /Wed -eV G4Y4 TWr reV15e p/car -,,tbl cbre vi S 40 SkmA) rev A. 5 far wt d Ya l vt.ar s tV , air S kireply 5hagrIS -at' 50 viAp AECEWED MY of TUKWILA HAY 2 2 2009 PERMIT CENTER Sheet Number(s): : --2.02 , P -3. 1 , Suv&p P m? w-1 51.eEl"i a,,t.d o7 /i.ict -'C spf,YGcizi Go --51„n "Cloud" or highlight all areas of revision including date of revi.'ion� l R Received at the City of Tukwila Permit Center by: Entered in Permits Plus on c _S v `91 \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: a • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 04/0/ 0? Plan Check/Permit Number: PGD 8 - 2 7 (,0. Response to Incomplete Letter # Response to Correction Letter # Revision # Revision requested by a City Building Inspector or Plans Examiner OP LA APR 01 1009 Project Name: COST O To kw, t,.a P fin c4' - L — Pejltvobe< ir AoDi no,J MlTCc EA Project Address: 44 1 C.OS7co (dervE / T�«wi(.4 9 81 g 8 Contact Person: A„A..- MoRRa 5 /Auk a,ni EZ A4 Phone Number: ¥25 -4(, 3, 1 3 77 Remo,a, AroO,ne ^/ Summary of Revision: ► Iwnfh.5 OP ),,d 6 o Srrow Sewe✓z- Con„ec47ou 5-uni 11.1tO CAIiO ofJ ci) Coo41 447 T AI D,2,44-4 NG S Fla 44 44ctga.„rc4l o 0-) 491 -6Vet* T C / lam / a j} :AI /414 C2) t -t : M1.1/ 1.4 2,1 M2,2 M3.1 121. i /f'2, I PZ.z, P 3.1 - C 1 C'- Sheet Number(s): (/ D x Z cc- eac.v = Zo "Cloud" or highligh7 all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Q • 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 63/03/6 4/ Plan Checic/Permit Number: Pa 08 — 2 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # k' Revision # ` sfter Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED .11"V OF TtimmLA MAR 0 3 2009 PERMIT CENTER Project Name: C05tio Off/ Project Address: 4 0 D CoSvco t3aw e Contact Person: SS.,,. koaz+.j /filuwati6,7, 4ati Phone Number: 425 • ¥ ?../ 3 39 Summary of Revision: e2.- a/V2 D•QAty /.1 7z) et ag a- �Os?/c✓ ,Q vim /az �o✓��,vsri j / € fa, -z'•.a c. /.J !A CwtoP 772 6,1, Q 044/,1 (3) 10 A-5 goo/A/1 ,2o72-ers (Z) Le Copts (: t.i,AA%. ►,Pi. �/ pz. �/' ( Sheet Number (s "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit /ICenter by: / Entered in Permits Plus on O ,l v 5I 1 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: s 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 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 01 Q T Q Plan Check/Permit Number: PG08 -276 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 n Revision # after Permit is Issued n Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Costco Optical Addition 441 Costco Dr Contact Person: SArkt /1404e2t5/ //IU14'4/A /62 Summary of Revision: Phone Number: 1-25. +63. 3i3 39 r2erviA9 ' ieev e-2.) & P -3•I pet Casa- j 3 f >s*� t e9 Nots &10 c', w.f. I.( PPA t3 rsr.T. RECEIVED CITY OF TUKWILA JAN .0 8 2009 coo Hu eae0 eet Number(s): P l,1 ?2,1 "Cloud" or highlight all areas of revision it cluding date of revi Received at the City of Tukwila Permit Center by: 1 —k -0 PERMIT ('ENTER rgr—Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Untitled Page • • General /Specialty Contractor A business registered as a construction contractor with LW to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County FERGUSON CONSTRUCTION INC 2067673810 PO BOX 80867 SEATTLE WA 981080867 KING Business Type Corporation Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 578023619 ACTIVE FERGUCI000LA CONSTRUCTION CONTRACTOR 6/1/2000 6/1/2010 FERGUHS370NO GENERAL UNUSED Business Owner Information Name Role Effective Date Expiration Date COLIN, GENE J CHIEF EXECUTIVE OFFICER 09/06/1982 Bond Amount VACURA, TODD PRESIDENT 01/01/2004 968384 JANSSEN, CHRIS SECRETARY 06/03/1985 BALBO, TOM VICE PRESIDENT 08/25/2003 SEABOARD SURETY COMPANY BENNETT, GARY VICE PRESIDENT 06/03/1985 EASTON, MARGO VICE PRESIDENT 06/01/2000 05/05/2004 HALL, JAY L TREASURER 06/01/2000 05/09/2002 LUNSFORD, LARRY JR VICE PRESIDENT 06/01/2000 05/09/2002 RAFTERY, CHRIS VICE PRESIDENT 06/01/2000 05/09/2002 SURINA, DON VICE PRESIDENT 06/01/2000 05/09/2002 PRESCOTT, LARRY 01/01/1980 01/01/1980 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 TRAVELERS CAS l* STY CO OF AMER 968384 06/01/2006 Until Cancelled $12,000.00 06/21/2006 8 SEABOARD SURETY COMPANY 968384 06/01/2002 06/01/2006 $12,000.00 05/09/2002 https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= FERGUCI000LA Page 1 of 3 03/20/2009 PLAN NOTES : SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. A SYMBOL GENERAL NOTES . THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 0 SEE 'MECHANICAL SCHEDULES TO VERIFY CONTROL TYPE, REQUIRED INTERLOCKS AND CONTRACTOR TO I • MAINTAIN A MINIMUM OF 10' -0" CLEARANCE BETWEEN EXHAUST OUTLET AND UNIT FRESW AIR INTAKE.. THIS CLEARANCE CAN; BE .RESPONSIBILITY DUCT GAUGE REDUCED TO 5' FOR EXHAUST DISCHARGED AWAY FROM INTAKE w „ '%y•# 2 REQUIRED CLEARANCE FOR ROOFTOP UNIT IS SHOWN M.C. c PROVIDE EXHAUST DUCT WITH SLEEVE THRU SUPPLY : AIR HEATED SHALL COORDINATE ALL UNIT LOCATIONS WITH SKYLIGHTS AND PLENUM SEAL EXHAUST DUCT THIU SLEEVE. SEAL SLEEVE 1100 STRUCTURE. RELOCATION OF ANY UNIT FROM WHERE SHOWN ON TO PLENUM.; 5 BE APROVEb BY ARCHITECT PRIOR TO UNIT ccD A H RA DUCTWORK. LOCATION. 3. STALLAT1ON COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO. 1050 0 RUN OVER THE TOPOF ELECTRICAL DISTRIBUTION EQUIPMENT 5" 88 OR PANEL. PER NEC REQUIREMENTS. ss 4. RUN ALL SUPPLY, RETURN AND EXHAUST DUCTS BETWEEN THE K COATER ROOF AND CEILING SPACE STRAIGHT WITH INTERNAL INSULATION. 30 NO ANGLES OR OFFSETS. CONTACT ARCHITECT TO RESOLVE ANY 26 350 CONFLICTS WITH STRUCTURE EXHAUST SCHEDULE A SYMBOL EQUIPMENT DUCT DIA. EXHAUST CFM EXHAUST MATERIAL DUCT TYPE DUCT GAUGE AIR VELOCITY :D COATER 5 159 HEATED ss 26 1100 COATER 5 147 HEATED ss 26 1050 0 COATER 5" 88 HEATED ss 26 650 K COATER 4" 30 SS 26 350 P-205 3" 150 HEATED ss 26 3000 K P-205 4" 225 HEATED ss 26 2500 OE REDO 4" 150 HEATED ss 26 1700 I STRIPPER 4" 150 HEATED ss 26 1700 EXHAUST DUCT MATERIAL SCHEDULE DUCT SIZE SHEET METAL THICKNESS UP TO 7" 24 GA. 8" to ii" 24 GA. 12" TO 15" 24 GA. EXHAUST FAN EQUIPMENT SCHEDULE SYMBOL ITEM SERVES MFR /# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES EF -1 EXHAUST FAN STRIP MACHINE 600 CFM C� 1.25" 5 P., 1250 RPM PENN CONTROLLED BY ON %OFF SWITCH PROVIDED BY E.C. FX12BH 1 /2 HP 120V10 109# 13/M -3.1 EXHAUSTS WARM AIR (1) EF -2 EXHAUST FAN REDO MACHINE 600 CFM ® 1.25" S P,., 1250 RPM PENN CONTROLLED BY ON /OFF SWITCH PROVIDED BY E.C. FX12BH 1 /2 HP 120V10 109# 13/M -3.1 EXHAUSTS WARM AIR ( EF -3 & 4 EXHAUST FAN P -205 1250 P PROVIDED BY E.C. PENN CONTRO LED BY ON /OFF SWIITCH FX12BH 1/2 HP 120V10 A04/01/09 109# 13/M -3.1 EXHAUSTS WARM AIR (1) EF -5 & 6 EXHAUST FAN COATER 1035 CM 1/2" S.P. 1300 NOMINAL RPM PENN dJE!VI?A L-TRL SPEED CONTROLLER MOUNTED FX16V UNDER MOTOR DOME. FAN TO OPERATE 24 HOURS. PROVIDE FAN WITH 48' CURB EXTENSION. 1 /3 HP 120V4 71 # 13A/M -3.1 NON- SPARKING' FAN WHEEL EXPLOSION PROOF MOTOR (1) EF- 7,8,9,10 EXHAUST FAN 1200 DLF BOX COATER PENN P - • • • L ' - ROL SPEED CONTROLLER MOUNTED FX1OS UNDER MOTOR DOME. CONTROLLED BY ON /OFF SWITCH PROVIDED BY E.C. 1/25 HP 120W 32# 13/M -3.1 EXHAUSTS WARM AIR (1) EF -11 EXHAUST FAN B EAD BLASTER 180 CFM ©0.5" S.P., 1350 NOMINAL RPM PENN PROVIDE WITH LEK -TROL SPEED CONTROLLER MOUNTED FX1OR UNDER MOTOR DOME. CONTROLLED BY ON /OFF SWITCH PROVIDED BY E.C. 1/12 HP 120V0 35# 13/M -3.1 EXHAUSTS FILTERED AIR (1) EF - 12 & 18 E HAUST FAN PROCESS TABLE 100 CFM � 0.5" S.P., 1 300 NOMINA RPM PENN PROVIDE WITH LEK -TROL SPEED CONTRO MOUNTED FX1OS UNDER MOTOR DOME. CONTROLLED BY ON /OFF SWITCH PR BED E.C. 1/25 HP 120VO ©04/d1/09 32# 13/M -3.1 EXHAUSTS WARM AIR (1) EF -13 E XHAUST FAN COATER CHEMICAL EXHAUST OUTLET 60 CFM 0 .5" S.P. 1535 NOMINAL R PM PENN PR WITH LEK -TROL SPEED CONTROLLER MOUNTED FX08 UNDER MOTOR DOME. FAN TO OPERATE 24 HOURS. PROVIDE FAN WITH 48" CURB EXTENSION. 1/ HP 120 0 32# 13A/M -3.1 NON- SPARKING FAN WHEEL EXPLOSION PROOF MOTOR PRODUCT EXHAUSTED: PRIMER- IHC498 /SOLVENT- IHCS512 (1) EF -14 EXHAUST FAN COATER : CHEMICAL EXHAUST OUTLET PENN 60 CFM ®0.5" S.P. , 1535 NOMINAL RPM PROVIDE WITH LEK -TROL SPEED CONTROLLER MOUNTED FX08R UNDER MOTOR DOME. FAN TO OPERATE ` 24 HOURS PROVIDE FAN WITH 48' CURB EXTENSION. 1/ 0 HP 1 "V0 32# 13A/M -3.1 NON- SPARKING. FAN WHEEL EXPLOSION PROOF MOTOR PRODUCT EXHAUSTED: PRIMER -I P498 /SOLVENT -I PS407 (1) EF -15 EXHAUST FAN MECHANICAL ROOM 2150 CFM CAD 0.12 " S.P , : • L " PENN ONTROL '► :Y 'ROVIDED BY PROVIDED BY M.C., DX16R : BY .C. 1/2 HP 120V0 56# 12/M -3.1 1600 CFM MIN 0/A (1) EF -16 EXHAUST FAN MECHANICAL ROOF 3400 CFM ®0.125" S. .P 850 NOMINAL RPM PENN PROVIDE WITH LEK -TROL SPEED CONTROLLER- MOUNTED FX18V UN • : • .' r : • Cs ► ROLLED BY TSTAT P - •VI• D BY `.C., I • ALL 3 :' . . 3/4 HP 120W ' 65# 12/M -3.1 35MCOP (1) EF -17 EXHAUST FAN STORAGE CABINET 110 •CFM @ 0.375" S.P. 1550 NOMINAL RPM PENN PROVIDE WITH LEK -TROL SPEED CONTROLLER MOUNTED FX08R UNDER MOTOR DOME. CONTROLLED BY ON /OFF SWITCH PROVIDED BY E.C. PROVIDE FAN WITH 48" CURB EXTENSION. 1 30 . HP 1 P OV� 29# 13A/M -3.1 NON- SPARKING FAN WHEEL EXPLOSION PROOF MOTOR EXHAUSTS FLAMMABLE STORAGE CABINET (1) GENERAL NOTES: ALL SWITCHES AND T -STATS MOUNTED A • " AFF UNLESS OTHERWISE NOTED SEE DESCRIPTION FO RESPONSIBLE CONTRACTOR, DO NOT ADJUST SPEED CONTROLLERS BELOW 60% OF FAN MOTOR SPEED A04/01 /09 SCHEDULE NOTES (SEE COLUMN ON RIGHT FOR APPLICABILITY): (1) ROOF CURB FOR PROVIDED BY M.B.S. (2) PROVIDE BACKDRAFT DAMPER. (3) NOT USED (4) NOT USED (5) NOT USED (6) NOT USED (7) NOT USED (8) NOT USED HVAC EQUIPMENT SCHEDULE HVAC LEGEND COOLING DESIGN TEMPERATURES: DB, MCWB, 'Al - • • • T - • • - DB • • %, DB 99.6% ELEVATION: CONT. CONTINUATION . 24/48 k YMBOL ITEM SE ES MFR b SCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES CFM CUBIC FEET PER MINUTE AC -4 AIR OPTICAL TRANE 227.5 MBH TOTAL COOLING, 226.4 MBH SENSIBLE, 460V/30 3425# PLAN M -1.1 1600 CFM MIN 0/A (1) DG DOOR GRILLE MO CONDITIONER FACILITY YFD240E4 82.2 AMB, 82. EDB, 61.2 EWB, 8000 CFM 60MCOP RETURN DUCT DOWN EGG CRATE MBH 1,000 BRITISH THERMAL UNITS /HR. ,) 5 6 TITUS ESP EXTERNAL STATIC PRESSURE -- HA @, 0.5" ESP, EER = 10.6, 400 MBH INPUT, 324MBH OUTPUT, 81% AFUE 45.6FLA CEILING DIFFUSER 7/M -3.1 EG EXHAUST GRILLE (7) PROVIDED BY GC (9) AC -5 AIR OPTICAL TRANE 181.5 MBH TOTAL COOLING, 201.2 MBH SENSIBLE, 460V/30 1200# PLAN M -1.1 2675 CFM MIN 0/A (1) 6 2 THERMOSTAT (W /LOCKING COVER) TITUS CONDITIONER FACILITY YSC102E4 82.2 AMB, 82. EDB, 61.2 EWB, 3400 CFM 30MCOP 2 HUMIDISTAT TITUS MBS METAL BUILDING SUPPLIER (5� CARBON DIOXIDE FLANGE RHA © 0.5" ESP, EER = 13, 200 MBH INPUT, 162MBH OUTPUT, 80% AFUE 27.1 FLA 350FL 7/M -3.1 (7) (9� AC -6 AIR OPTICAL TRANE 181.5 MBH TOTAL COOLING, 201.2 MBH SENSIBLE, 460V/30 1800# PLAN M -1.1 1600 CFM MIN 0/A (1) (2 CONDITIONER FACILITY YSC120E4 82.2 AMB, 82. EDB, 61.2 EWB, 4000 CFM 35MCOP (5) 6 RHA CO 0.5" ESP, EER = 13, 250 MBH INPUT, 203MBH OUTPUT, 81% AFUE 26.1 FLA' 7/M -3.1 (7) (9) -1 • IR OPTICAL SCHREIBER 15 TON CHILLER 460 /30 3410# PLAN M -1. ., iI .. - _ •. -. :0,0•• BTU 0 44• AT - .•- CH -4 44 FLA (7) UH-1&2 UNIT MECH TRANE SEPARATED COMBUSTION PROPELLER FAN GAS UNIT 120V/10 200# PLAN P -1.1 W /T'STAT INSTALLED BY M.C. (3) HEATER ROOMS GAND010AE HEATER, 100.0 MBH INPUT, 80% EFFICIENT, 1480 CFM, 1/20 HP STAINLESS STEEL HEAT EXCHANGER, POWER VENT. SEALED COMBUSTION, 60' NOZZLE. 5.8 FLA 27/M -4.1 (7) (1) AC UNITS TO BE SUPPLIED WITH LOW LEAK DAMPERS, ECONOMIZER, BAROMETRIC RELIEF, AND THROW -AWAY FILTERS HINGED ACCESS DOORS 2) UNIT SHALL BE PROVIDED WITH THROUGH THE BASE ELECTRICAL WITH DISCONNECT SWITCH, 120V/15AMP CONVENIENCE OUTLET, AND THROUGH THE BASE GAS PIPING CONNECTION. 3) NOT USED 4) NOT USED (5) AC UNIT CONTROLLED BY PROGRAMABLE T -STAT. T -STAT S.O.I.C. MOUNT SALE FLOOR UNITS AT 72 ", ALL OTHERS AT 48" (6) ROOF. CURBS PROVIDED BY M.B.S. (7) EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME © FAX(425)313- 6770. (8) NOT USED (9) SCREEN KIT PROVIDED AND INSTALLED BY OWNER. (10) NOT USED (11) NOT USED (12) NOT USED (13) NOT USED AIR TERMINAL SCHEDULE HVAC LEGEND SERVICE AIR DUCT - FIRST # IS SIDE SHOWN PATTERN CONT. CONTINUATION . 24/48 k LOCATION * FLEXIBLE DUCT CONNECTION TITUS TYP. TYPICAL 1 12/111 BLADE 10 TURNING VANE . OFFICES, OPTICAL CFM CUBIC FEET PER MINUTE MR SUPPLY TRITEC -AL PERFORATED SUPPLY DUCT UP LAYIN DB DRY BULB TEMPERATURE RG RETURN DUCT UP RETURN DG DOOR GRILLE MO k ' X SUPPLY DUCT DOWN EG -1 WB WET BULB TEMPERATURE EXHAUST RETURN DUCT DOWN EGG CRATE MBH 1,000 BRITISH THERMAL UNITS /HR. ,) FRAME TYPE EXHAUST GRILLE AIR VOLUME DAMPER TITUS ESP EXTERNAL STATIC PRESSURE -- FIXED BLADE Fl CEILING DIFFUSER DG EG EXHAUST GRILLE DOOR GRILLE PROVIDED BY GC SQUARE TO ROUND DUCT TRANSITION FIRE DAMPER (FD) AIR CONDITIONER #1 RG RETURN GRILLE CD CEILING DIFFUSER RA RETURN AIR CDF jk p SUPPLY QT THERMOSTAT FIRE / OBD SA SUPPLY AIR © THERMOSTAT (W /LOCKING COVER) TITUS CDF CEILING DIFFUSER WITH FIRE DAMPER S SENSOR FIRE / OBD RGF RETURN GRILLE WITH FIRE DAMPER 2 HUMIDISTAT TITUS MBS METAL BUILDING SUPPLIER 300FL CARBON DIOXIDE FLANGE AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * CD TITUS SUPPLY MCD BLADE 10 LAYIN OFFICES, OPTICAL CDFP ** TITUS SUPPLY TRITEC -AL PERFORATED *INSTALL REQUIRED # OF HOLD -DOWN CABLES FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL ` SCHEDULE. LAYIN USE FOR MAKE -UP AIR RG TITUS RETURN PAR PERFORATED LAYIN OFFICES, OPTICAL EG -1 TITUS EXHAUST 5OF EGG CRATE FLANGE FRAME TYPE EXHAUST GRILLE EG -2 TITUS EXHAUST 355FL FIXED BLADE LAYIN LAY -IN EXHAUST GRILLE DG DOOR GRILLE PROVIDED BY GC CDF TITUS SUPPLY MCD PERFORATED FIRE / OBD LAYIN RGF TITUS RETURN PAR -FR PERFORATED FIRE / OBD LAYIN TITUS SUPPLY 300FL FIXED BLADE FLANGE WRG TITUS RETURN 350FL FIXED BLADE FLANGE * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS - DIFFUSER IS NOT REQURED IF NOT ON PLANS ** DIFFUSER TO HAVE BRUSHED STAINLESS STEEL FACE. ROOF TOP MECHANICAL UNIT HOLD DOWNS OPERATING WEIGHT(LBS; TOTAL # HOLD-DOWNS # HOLD -DOWNS PER SIDE <1000 4 2 <2000 6 3 <3000 8 4. <4000. 10 5 <5000 12 6 <6000 14 7 *INSTALL REQUIRED # OF HOLD -DOWN CABLES FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL ` SCHEDULE. SCALE: NONE A04/01/09 CURB AND FLASHING PER ARCH. PROVIDE HOLD DOWN BRACKET PER DETAIL ROOF SIZE PER PLAN DUCTS MUST RUN STRAIGHT DOWN PERPENDICULAR TO FLOOR, FROM ROOF TO TOP OF STRUCTURE DUCTS TO BE INTERNALLY INSULATED FOR RUN BETWEEN BUILDING ROOF AND ANCILLARY FRAMING ,SA SA CEILING / LIGHTS TYPICAL ANCILLARY STRUCTURE (PHARMACY, OPTICAL OFFICE, E.D.P, & FOOD SERVICE) TYPICAL DUCTED AC UNIT DUCT ELEVATION DETAIL FLEX CONNECTION GAS PRESSURE REGULATOR SMOKE DETECTOR PROVIDED BY FIRE ALARM CONTRACTOR. INSTALLED BY M.C. INSTALL IN RETURN DUCT ONLY IF REQUIRED BY LOCAL CODE FOR UNITS OVER 2000 CFM (SEE SPEC FOR FIRE ALARM CONTRACTOR RESPONSIBILITY) NEOPRENE GASKET BY M.C. ALL OFFSETS TO BE BETWEEN CEILING SPACE. SCALE: NONE 340P500 3/16" SS CLEVIS AIRCRAFT CABLE RIGID INSULATION C 3 CONDENSATE CONNECTION TO, AC VENT s \ •T ROO "E AN RUN PIPE NE TO SUPPLY DUCT INTO TRUSS SPACE ROVIDE DEC TE FOR ROO PEN - ,(•TION OUTLET FROM AC UNIT AC CONDENSATE PIPING DIAGRAM AC UNIT HOLD DOWN CABLE NOTE: 1) ALL PVC ON EXTERIOR OF BUILDING TO BE SCHEDULE 80. 2) PAINT ALL METAL PVC. PIPING EXPOS TO WEATHER. SCALE: NONE 7" ROOF TOP AC UNIT DO NOT BLOCK ACCESS PANELS NO. 12 SELF DRILLING SCREW (TYP. OF 2) HOLD DOWN CABLE SUPPLIED BY OWNER, INSTALLED BY M.C. 14 GA. ROOF CURB. SEE SCHEDULE FOR PROVIDER ROOF DECK +uoi iS� -ROOF - VENT PENETRATION TOP VIEW VENT Aft ROOF PENETRATION Al SIDE VIEW TERMINATE VENT BELOW CONDENSATE OUTLET FROM AC UNIT 1 -1/2" MIN 1 -1/2" MIN N INSTALL ON ALL FLUES & VENTS TALLER THAN 3' ABOVE ROOF DECK. INSTALL A MINIMUM OF THREE EVENLY SPACED SUPPORT WIRES METALBESTOS RAIN CAP NON- HARDENING CAULK SR -5 CLAMP SCALE: NONE SEE SCHEDULE FOR MINIMUM REQUIRED CURB HEIGHT AND SUPPLIER SCALE: NONE ECK TITE OBTAINED FROM MBS 2" MIN. CLEAR 0 SEE EQUIPMENT DETAIL FOR SPECIFICATION ELEVATION VIEW 0 DIM 'L' TO BE GREATER THAN DIM 'H' FAN BASE ROOF EXHAUST FAN M.C. TO INSTALL SR -5 CLAMPS, OBTAINED FROM M.B.S. STANDING SEAMS 12 GA GALVANIZED STEEL WIRE(TYPICAL) CEILING CLOSURE PLATE FLUE 8c VENT TIE DOWN DETAIL CONNECT SR -5 CLAMPS ON NEAREST STANDING SEAM SO DIM 'L' IS GREATER THAN DIM 'H' PLAN VIEW UPBLAST TYPE EXHAUST FAN, SEE SCHEDULE ---- EXHAUST DUCT SEE PLANS FOR SIZE EXTEND DUCT UP TO FAN INLET AND EXTERIOR BASE OF TOP CURB ROOF DECK 1 SEAL WITH HIGH TEMP. SILICON ROOF PROVIDE CAPPED TESTING TEE MINIMUM 10 PIPE DIAMETERS AWAY FROM PRV INTAKE AND OUTLET NOTE: COORDINATE LOCATION OF UNIT HEATER W /LIGHTS. HEATER SHALL BE INSTALLED MEETING ALL CLEARANCE REQUIREMENTS RECOMMENDED BY THE MANUFACTURER. GAS UNIT HEATER SCALE: NONE SCALE: NONE BIRD SCREEN FAN BASE CURB SEE SCHEDULE FOR PROVIDER EXHAUST TERMINAL 6" FLUE EXHAUST PIPE DECK TITE DRIP LEG BACK DRAFT DAMPER -- ROOF EXHAUST FAN 2-1/2"x2-1 /2 "x 1 /4" STEEL CHANNEL GAS MAIN & SUPPLY TO UH SIZED PER PLAN SUPPORT RODS VENT TO OUTSIDE PRV 1' -0" 5' MAX UNIT HEATER - INSTALL HEATER ®8' A.F.F. I "11111=1:1=11 i i._. 11i owl L 1' -6" MIN DECK } TITE CONCENTRIC ADAPTER FLUE EXHAUS PIPE 30' MAX COMBUSTION PIPE 30' MAX /"CENTRIFUGAL EXHAUST / FAN, SEE SCHEDULE 8" MIN SHEET METAL EXHAUST DUCT UNLESS OTHERWISE NOTED ON PLANS MIN. 72° DISCHARGE 1/16" STAINLESS STEEL WIRE ROPE TO ALLOW FAN TO OPEN TO 90' NOTE: GREASE TRAP, HINGE KIT, AND MINIMUM 40" DISCHARGE FROM ROOF DECK FOR UL 762 FANS ONLY. SCALE: NONE FAN BASE PROVIDE HASP WITH COTTER PIN TO SECURE OPEN END OF HINGED FAN (TYP OF 2) SEE SCHEDULE FOR MINIMUM REQUIRED CURB HEIGHT AND SUPPLIER CENTRIFUGAL EXHAUST FAN, SEE SCHEDULE FLOATING HINGE 48" CURB EXTENSION EXTEND DUCT UP TO FAN INLET AND EXTERIOR BASE OF TOP CURB' ROOF EXHAUST FAN. W /CURB EXTtNSION ROOF DECK 12 24" MAX. REVISI 1)G08-' 270 so - FLEX DUCT 10 MAX. NYLON TIE- STRAPS LAY -IN CEILING DIFFUSER DIFFUSER INLET DETAIL SCALE: NONE REVIEWED FOR CODE COMPLIANCE APPROVED }$ EVE© JUL 01 2009 City of Tukwila BUILDING DIVISION A04/01 FRAMING SEE STRUCTURAL DRAWINGS VOLUME DAMPER CONICAL SPIN -IN UPPLY DUCT CITY RECEIVED Q 120 PERMIT APR M � `. -., TES t N AL w 0 a_ w � - w -� W 0 EL- oI- U 0 Z C3 w m >- E w O F o o � � o I ~ o � C Z o zo TT GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT (206) 433 -0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING (206) 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMITS(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF THE CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS" AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE- APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN CONSTRUCTION STANDARDS", UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. it ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83 -91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PREMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMIST ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO APPROVED PLANS. 2. PERMITTEE /CONTRACTOR SHALL ARRANGE A PRE - CONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS: A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT -OF -WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMI I I LE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AND ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PRE - APPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN- WORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN- WORKED FOR TWO DAYS OF MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UN- WORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UN- WORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST HE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PREMI I ILE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE SEDIMENT DEPOSITION RESULTING FROM PROJECT - RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS ANS ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMI I ILE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMI I ILE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY PERMI I I LE'S OPERATIONS, 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OF EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5 -FOOT MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES 1. A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO APPROVED ESC INSPECTION SCHEDULE _ -- - - AND MAKE NEEDED REPAIRS IMMEDIATELY. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS", AND THE CURRENT "KING COUNTY SURFACE WATER DESIGN MANUAL", UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS ", "DRAINS TO WETLANDS ", OR "DRAINS TO GROUNDWATER ", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. UTILITY PROVIDERS: SANITARY AND STORM SEWERS CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -0179 WATER CITY OF TUKWILA WATER DEPARTMENT 600 MINKLER BOULEVARD TUKWILA, WA (206) 433 -0179 GAS AND POWER PUGET SOUND ENERGY SOUTH KING COUNTY SERVICE CENTER 22828 68TH AVENUE SOUTH KENT, WA 98032 1 -800- 321 -4123 TELEPHONE U S WEST LDA GROUP P.O. BOX 625001 LITTLETON, CO 80162 1 -800- 526 -3557 l-1 8 LOCATION OF NEW SANITARY SEWER & BACKFLOW PREVENTER SITE DATUM: HORIZONTAL DATUM: N AD 83/91 ORIGINATING STATION 1: WSDOT RAILROAD SPIKE DESIGNATED '25015" NORTHING 169838.728 EASTING 1291631.242 ORIGINATING STATION 2: WSDOT BRASS DISC DESIGNATED "FIC17 -7" NORTHING 165203.872 EASTING 1285446.415 VERTICAL DATUM: NAVD 88 ORIGINATING BENCHMARK: NGS BRASS DISC CEMENTED IN A DRILL HOLE IN BASE OF VAULT AND LEVEL WITH ITS SURFACE. VAULT IS AT NORTHWEST CORNER OF THE GREEN RIVER BRIDGE ON SOUTH 180TH STREET IN TUKWILA, WA. IT 1S 2.2 METERS SOUTHWEST OF THE CENTER OF A BIKE PATH, 26.0 METERS NORTHWEST OF THE APPROXIMATE CENTERLINE OF SOUTH 180TH STREET. N 88'4$'14 "W 334.21' 20 GRAPHIC SCALE 80 ( IN FEET ) i inch = 40 ft. SITE LEGAL DESCRIPTION: DESCRIPTION: LOT D OF CITY OF TUKWILA SHORT PLAT NO. L -94 -0055, ACCORDING TO THE SHORT PLAT RECORDED DECEMBER 26, 1995 UNDER RECORDING NO. 9512269001, IN KING COUNTY WASHINGTON. TAX ACCOUNT NO.: 362304 -091 0 -700 CIVIL ENGINEER BUSH, ROED HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: JAY DECKER, P.E. (206) 323 -4144 SURVEYOR BUSH, ROED & HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: DAKIN BELL, P.L.S. (206) 323 -4144 160 r'+ DCG. 116C61301.50 ACCESS E9(11 gla e s 88'07'54" St. a 6 SAXON DRIVE ..ems ' E- LOCATION OF PROPOSED BUILDING EXPANSION 693.41' `.R SET BENCHMARK "6" ELEVATION 28.00 CHISELED SQUARE TOP NE CORNER OF CONCRETE PAD AT DOOR NORTH SIDE HOME DEPOT GEOTECH N I CAL ENGINEER KLEINFELDER 2405 140TH AVE. NE. SUITE A101 BELLEVUE, WA 98005 CONTACT: STEVEN FLOWERS (425) 562 -4200 -SET BENCHMARK "A" ELEVATION 26.55 CHISELED SQUARE TOP OF CONC. BASE FOR HAND RAIL EASit.NLY SIDE OF STAIRS I lal III IgI LfJ SHEET INDEX: REVIEWED FOR CODE COMPLIANCE I - APPRO!/ED ---r -- JUL 01 2009 I 1 City of Tukwila BUILDING DIVISION - N 88'21'48" W 302.95' 01 COVER SHEET C2 SITE DIMENSION PLAN C3 EROSION CONTROL PLAN VICINITY MAP SCALE: 1 " =2000' REvtON - X6 0 8 C4 GRADING & UTILITIES PLAN EN. 0 0, 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 RECEIVED CITY OF TUKWILA APR 01 2009 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 Cfc en ± co 0 0 0 0 LJ 0 LLI 0 drawn by WPG scale 1 " =20' sheet W .:> 0 0 0 U) U JDD Cl of 4 cn co 0) ri O I \ 0 0 0 checked by date 1/20/09 job no. 2009003.00 0 0) ce 0) -° D V X i O O . O Uc, O n 0 ° J C 0 N - C7()1! #wo 1 {' f"`! i i 1 � 1 - -R7 PM zs o � D I 3 X a 0 O O 0 O o O I Cc \i n Q n J a CD drawn by scale job no. 2009003.00 sheet _J Cl_ ( ) LL J F- 42: ct checked by date 1/20/09 8 "SS(R) by DOM. METER N N. r) E" ) :OMNcc �NNV J N N N N II II II II z ~ Lu 0 in C) cc} - La W W N U- 0 0 I- PART ro 15 iNV =22-38 co o z i I i i rr: E ryb TEL SENTRY ❑ EVI 6 l i• \I_DD \2009003 \dwQ\XE -C dw! . Q4 -GRD, 3131/2009 1;09;12 PM 35.46' U4 ry6 CB TYPE 2 TE =25.82 IE(15 "ADS NW) =22.92 12 " &10 "ADS E INSTALL 8" x 8" x 6" CUT -IN TEE 4 WITH TWO ROMAC COUPLINGS. IE =19.5± (VERIFY INVERT ELEVATION PRIOR TO CONSTRUCTION. a - TEST TEE W /SSCO SET TOP TO GRADE 8 "SS(R) ti )(1ST. 8" PVC . ryy SEWER © 1.37% AWCUT EXISTING ASPHALT. REPLACE TCH EXISTING PAVING SCTION. INSTALL: REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY. TYPE: WILKINS 975XL 2" DIAMETER IN "HOT BOX" MODEL HB2 SET ON 24" x 50 ", 4" THICK CONCRETE PAD. COORDINATE ELECTRICAL PROVISIONS WITH GENERAL CONTRACTOR. EXISTING 1-1/2" IRRIGATION METER ,,„14' INSTALL: "SENSUS" 1 -1/2" TR/PL 14 REGISTER AND REMOTE MODULE. EWER CLEANOUT TE =27.2± IE =21.50 190.5LFN6 "PVC SS 0 2.0% MIN. EWER CLEANOUT TE =TO GRADE IE =25.38 EWER CLEANOUT TE =27.5± IE= 25.10, CO 01011110 •1010119.taftliclo=192117•110 -H toi AMMO •17211ce _ r w L - 1 J SSCO (RECORD LOCATION) TE =24.47 (CALCULATED) COC= 20.37 (CALCULATED) (8 "PVC E,W) N88 °48'14 "W 334.21 8 "SS(R) MAO -011.110.--401134.11101011111■111■11,-...620,- ® �y ryy9 ryy y 9 y ® y " *4493 _ S 88 07 54 x 041' ___._ TE. " .r� SENTRY x X6 DEC y9� ` rx DEC , s • � b��� m9 157 I 1 TE= 26.49 �' �) ( i t I 4r "^ I .: ry I " l ry I ry CD ry b16 t.:' IE(4 "S) =23.4 9,-(-)f > - ,� l 1/12"A t. tt I IE(6 "S) =23.3 11 -A E -�. IE(12 "E) =23.1 cnl y e IW I 1 I I ! IE(12 "W) =23.0 a + 1 Li L 1 ! I I . aJ SSMH�\� TE =27.25 iE(8 "S) =21.85 IE(8 "N) =21.75 6''P VC aa � SSMH TE =27.43 IE(8 "E &W) =21.9 E(8 "N) =21.8 SSMH TE= 25.36 COC =21.91 (8 "PVC E,W,SE) MOO evemenstageleamatomm TEL. VAULT 6 "SS(R) SSCO TE= 27.03 TEL 4 "PVC PWR MATCH EXIST. SIDEWALK ry1 �b `l 1. ry SSCO + TE =2801 8' TALL GARAGE DOOR RECESS ONE WAY DO NOT ENTER 8' TALL GARAGE DOOR RECESS EXISTIVG OPTICAL LAB BUILDING F.F. =28.13 ELECT. PANEL DOOR EXIST. CONCRETE WALK TO BE REMOVED. 1 HI CONC. WALL /WALK ti = y 1 ». 4 • ry !! II 11 ! I H I! - MATCH EXIST. CURB A/C PVM'T. c s , 'II?. - r ry 8' CONC.- \12 :. RET. WALL TE =25.48 �, ryb66 IE(12 ") =23.5 EXIST. SIGN AND BOLLARD TO A/C RE- INSTALLED AFTER STORM LINE PVM'T. CONSTRUCTION. H I ; II II II' I II SSCO(R) DOC. 9608130150 ACCESS ESMTN Li Li MON. WELL TE =26.89 SET BENCHMARK "B" ELEVATION 28.00 CHISELED SQUARE TOP NE CORNER OF CONCRETE PAD AT DOOR NORTH SIDE HOME DEPOT R 1g6 1 O ca . SSCO(R) SAXON DRIVE WV � 1b �bt i 1 1 11 + 11 'IIry� �lw lEil ��ry6 I11 1 2 » ADS n IJ u 'ti SAWN -CUT ASPHALT AND / MATCH EXISTING£RADE (T -) n I I 4 DE SET BENCHMARK "A" ELEVATION 26.55 CHISELED SQUARE TOP OF CONC. BASE FOR HAND RAIL EASTERLY SIDE OF STAIRS '1 CB TE =25.69 IE(8 "E) =23.4 IE(12 "W) =23.3 8 "ADS � MON. WELL J TE=26.08 CB TE =26.04 I E(8 "E)= 23.7 IE(12 "W) =23.8 8 "ADS • 6" CLEANOUT TE =27.50 IE =25.20 FOR EXISTING GEOTECHNICAL CONDITIONS ON THE SITE, PLEASE SEE; "GEOTECHNICAL ENGINEERING LETTER REPORT; PROPOSED COSTCO WHOLESALE ARC LAB; REMODEL AND ADDITION; WAREHOUSE N. 190; TUKWILA, WASHINGTON." BY KLEINFELDER DATED NOVEMBER 12, 2008. 20 C) 0 0 _L _J GRAPHIC SCALE 71 01201111111111■.:7 al ,- ,*- , 711111F.2' _111111111111M AA me 10 20 .igiOr MAW -inglitinimeiragg...es ROOF DRAIN DATA • EXISTING CATCH BASIN CONNECT NEW 6" PVC PIPE INVERT ELEV. = 23.50 43LF -6" PVC CO 1.0% MIN. e INSTALL 6" DIA. CLEANOUT UPSTREAM SIDE OF 22 1/2' FITTING. TE =26.9± IE =23.93 CONNECT 4" FOOTING HERE. 4 127LF PVC © 1.0% MIN. ( IN FEET ) 1 inch = 20 ft CONNECT DOWNSPOUTS TO ROOF DRAIN LINE. SEE ROOF PLAN FOR DOWNSPOUT LOCATION. WHIM NSW. CIMMOM".....84.111160 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2009 City of Tukwila BUILDING DIV!RInM N 88'21'48" W Y � t 60 ® RECEIVED CITY OF TUKWILA APR 01 21.I1 PERMIT CENTER 302.95' GAS SIZE CHART PRESSURE PSI 2 PRESSURE DROP PSI TO 1.0 MAX DEVELOPED LENGTH (FEET) 400 PIPE SIZE( UPC ) MAX LOAD (MBH) 1/2" 1/2" 205 3/4" 3/4" 429 1" 1" 808 1-1/4" 1 -1/4" 1,659 1-1/2" 1-1/2" 2,486 2" 2" 4,788 2-1/2" 2-1/2" 7,632 3" 3" 13,492 4" 4" 27,520 6 " 6" 80,617 8 " 8" 165,637 GAS SIZE CHART PRESSURE IN WC 7 PRESSURE DROP 0.5 MAX DEVELOPED LENGTH (FEET) 100 PIPE SIZE ( UPC ) MAX LOAD (MBH) 1/2" 47 3/4" 98 1" 185 1 -1/4" 380 1-1/2" 570 2" 1,098 2-1/2" 1,750 3" 3,093 4" 6,309 6" 18,483 8" 37,976 U ) 0 O) N 0 0 N N C U 0_ 0 C H- I 0 U cn 0 U PI ' i�lll ^� �l ' 11� _ __ 4" W. SEE CIVIL PLANS FOR CONTINUATION I.E. -2.75' BELOW GRADE OR FINISHED FLOOR p - (E)GAS METER, 2 PSI SERVICE NEW TOTAL CONNECTED LOAD, 2,650 MBH I© i fmli IN kw, i -I.i „ ■ 50 MBH) : ton& � *Mk Ma" Wilk ' I. 2-1/2" CWS & CWR DN TO CEILING. SEE "OPTICAL PL1 M PLAN ", SHEET P -2.1 FOR CONTINUATION. (E)1" GAS ,02/24/O8 FOR PLUMBING IN THIS AREA, SEE "OPTICAL PLUMBING PLAN" SHEET P -2.1 FOR WASTE & VENT IN THIS AREA, SEE "OPTICAL WASTE & VENT PLAN" SHEET P -2.2 (B ) CONNECT NEW 1" GAS TO EXIST. GAS HEADER APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. 0 U MAIN PLUMBING PLAN SCALE: 1/8" = 1' -0 K SEPARATE PERMIT REQUIRED FOR Mechanical ta Electrical 0 Plumbing Gas Piping City of Tukwila BUILDING DIVISION FOR PLUMBING IN THIS AREA, SEE "JANITOR ROOM PLUMBING PLAN" SHEET P -2.1 0 FOR PLUMBING WORK I THIS AREA, SEE "MECHANICAL ROOM WASTE & VENT PLAN" SHE P -2.2 PG 0 8- z7 CO Y Permit No. FILE t f . �- t- iiL:11Z,. kL : •. * i I • :FMS S :1 :1 1 / ` I.. Appro of co ction documents does not authorize the vio ation of any adopted code or ordinance. Receipt of ap ved Field Copy and , 1 is acknowledged: city TIstavila BUILDING D RECEIVED CITY OF TUKWILA MAR 0 3 2009 PERMIT CENTER REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. i NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. VERIFY & COORDINATE WITH SITE UTILITY DRAWING ALL STUB -OUT LOCATIONS AND INVERT ELEVATIONS BEFORE STARTING CONSTRUCTION. FINISHED FLOOR ELEVATION REFERENCE = 0.00" FINAL CONNECTIONS SHALL BE MADE BY THE M.C. ANY OFFSETS REQUIRED SHALL BE DONE 0 THE MECHANICAL CONTRACTOR'S EXPENSE. RUN PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING BELOW SKYLIGHTS OR AT AN ANGLE. PIPING TO BE PARALLEL OR PERPENDICULAR TO JOIST OR GIRDER. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPUCABLE. 1. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES) 2. ALL DIMENSIONS= TO COLUMN LINES. 3. INSULATE ALL INTERIOR STORM DRAIN INCLUDING OVERFLOW PIPING, HOT & COLD WATER PIPING AND CONDENSATE PIPING PER SPECIFICATION SECTION 15250. 4. NOT USED 5. APPLICABLE PLUMBING CODE: 2006 UPC W /AMENDMENTS 6. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. SEE DETAIL: 24/M - 3.1 7. PAINT ALL METAL & PVC PIPING EXPOSED TO WEATHER PER SPEC SECTION 09900 8. COORDINATE WITH G.C. FOR INSULATION REQUIREMENTS AT EXTERIOR WALLS FOR AREAS ADJACENT TO PLUMBING LINES 9. EXISTING IRRIGATION DEDUCT METER SHALL BE UPGRADED WITH A TRPL REGISTER COMPATIBLE WITH SENSUS AUTOMATIC READING SYSTEMS. DEDUCT METER TO BE CONNECTED TO PERMANENT METER READING SYSTEM. WORK TO BE COMPLETED UNDER COSTCO OPTICAL BUILDING PERMIT #D08 -398 . 10. NEW REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) FOR PREMISE ISOLATION IS TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE EXISTING PERMANENT WATER METER. SEE CIVIL FOR EXISTING WATER METER LOCATION AND LOCATION OF NEW RPPA. WORK TO BE COMPLETED UNDER COSTCO OPTICAL BUILDING PERMIT #D08 -398 . pAR le ) CE 009 iha ISION Z pi W -I Z Z W Li- W O S 0 Z 00 W U m E >- <c o z a W U O I— o� N 0 I 1- U � o � a 0 Z O 0 ij A co aI .7 1 1 -t40 o C\ P4 CV ..c\2 z w ° co rn r.1 1 w CO CO p4 CO , o U U 6 U 0 0 CJ H- I 0 U cn 0 U r7 h -) CO 0") 0 r7 CO 0 0 3/4" AIR CAPPED FOR FUTURE - TYP. OF 3. a- ¢ (C7 4 4" 3/4" AIR DN. (TYP. OF 4) (A CWS CWR 3" X47 i i T - ■ 7' I 1/2" CW DN TO OWNER SUPPLIED EYE WASH 3/4" DI WATER CONNECTION (2) /4" CW CONNECTIONS (2)3/4" DI WATER CONNECTIONS 3" CWS, 3" CWR, AND 3/4" CW UP TO ROOF. SEE "MAIN PLUMBING PLAN ", SHEET P -1.1 FOR CONTINUATION. CWS CWR a (2)3/4" DI WATER CONNECTIONS 1/2" CWS_ CWR 1 0 0 0 0 0 0 0 ID CI CWS CWR oilll IrI A 1/2" 4" (2)3/4" CW CONNECTIONS 1/2" - 3/4" CW CONNECTION DI 1/2" 1" CW 1" CW SCALE: 1/4" = 1' -0" DI J C �\ J DI WATER NECTION 2" CW 4 (2)3/4" DI WATER — CONNECTIONS 0 W 2" CW C 1/2" CW DN TO OWNER SUPP _'E WASH CID 1/2" 1/2" CW DN TO OWNER SUPPLIED EYE WASH OPTICAL PLUMBING PLAN 2" CW DI 1 --�— DI 0 3/4" DI WATER CONNECTION DI 1/2" 3/4" AIR CONNECTION DI DI 3/4" 2" -CW REVERSE OSMO S.O.I.V. D 13 U - F DI n CONNECT NEW 2" CW TO EXIST. 2" CW APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. A 0 0 n (E)2" CW A 4" O 3/4" CW STUBBED OUT OF WALL 2 PLACES WITH SHUT OFF VALVE FOR RO -1 AND RO -2. DISTRIBUTION SKID W/ UV SUB FILTERS & PUMP S.O.I.V. 550 GALLON DEIONIZED WATER GE WATTS #009QT 1 -1/2" REDU ED PRESSURE BACKFLOW PREV NTER. PLUMBING #1 DEIONIZER TANKS S.O.I.V. SEE "MAIN PLUMBING PLAN ", ---� SHEET P -1.1 FOR CONTINUATION OF 4" AIR. EXIST. PRESSUR GUAGE 0 EXIST. DRAIN VALVE FIN. FLOOR 0 (E)2 -1/2" CW SCALE: 1/2" = 1' -0" • (E)2" TO WATER HEATER EXIST. G.V. EXIST. UNION REMOVE EXIST. 2-1/2" REDUCED PRESSURE BACKFLOW PREVENTOR. REPLACE WITH 2 -1/2" DOMESTIC WATER PIPING PER SPEC. EXIST. WATER HEADER. REMOVE EXIST. RPPB DEVICE APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. SEE DETAIL JANITOR ROOM PLUMBING PLAN (E)2 -1/2" TO BUILDING FIXTURES EXIST. SUPPORT PIPE EXIST. UNION EXIST. WATER HEADER DETAIL EXIST. STRAINER EXIST. G.V. —EXIST. W ER HAMMER ARRESTOR. ?&o8 27 (c) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2009 City of Tukwila BUILDING DIVISION (E)2 -1 /2" CW SERVICE ECOW -0 EXIST. PRESSURE GAUGE (E)2 -1 /2" WCE City0f Tukwil ILDINGDIllIjIO RECEIVED JAN 08 Z009 PERMIT CENTEE J O � Z LLI 0 � w L 0 I- w 0 _ 0 Z M o: > � ¢ rx O z a w w U I- 0 F_ 0 _ �~ Li 0CC Z 0 CC O PROJECT NO:08--323 ISSUE DATE: OCTOBER 2008 ARCHITECT REFERENCE NO CHECKED: ANT/PKR 12/29/2008 9:36:56 AM, REVISION DATE: DECEMBER PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. RUN PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING BELOW SKYLIGHTS OR AT AN ANGLE. - 1/2 " 11 1 -1/2" 4 U 1 GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES) 2. -1/2 3. C4 D 0 CONDENSATE PIPING PER SPECIFICATION SECTION 15250. 4. NOT USED 5. APPLICABLE PLUMBING CODE: 2006 UPC W /AMENDMENTS 6. - PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. SEE DETAIL: 24/M -3.1 7. . 8. COORDINATE WITH G.C. FOR INSULATION REQUIREMENTS AT EXTERIOR WALLS FOR AREAS ADJACENT TO 1 -1 /2" CWS & CWR DOWN. 3" _I (TYP. OF 4) U� 1 -1/2 "— 0 x 0 -- 1 1/ «, c4 - t - ,uu 1 A ID C 0 3 v - -\\ 3" I 2" �� C c). cg 1 - 1/2" ; 1 -or- .:*' U L) 1 n 3 C47 / } D w1 0 - 2 1/: 2 -1/2" n 0 C 1 -1/2" 0 — ) cp , 0 -_I .u. .0 ) I ID i X 8 ; X v I U;' i 0 2-1/2" n 1-1/2" 0 — CAP FOR FUTURE. C47 \ �i „„ III I- I N 0 4 1-1/2” 0 CAP FOR FUTURE. - -,„ as 4 � ,,,, C .4•. I _ 0 .0 6_ 1 -1/2 C 4) 1 -1/2 "— 0 CAP FOR FUTURE. 1' 1 / 4" 2 'A ■i., A C4) II U U 6 U 0 0 CJ H- I 0 U cn 0 U r7 h -) CO 0") 0 r7 CO 0 0 3/4" AIR CAPPED FOR FUTURE - TYP. OF 3. a- ¢ (C7 4 4" 3/4" AIR DN. (TYP. OF 4) (A CWS CWR 3" X47 i i T - ■ 7' I 1/2" CW DN TO OWNER SUPPLIED EYE WASH 3/4" DI WATER CONNECTION (2) /4" CW CONNECTIONS (2)3/4" DI WATER CONNECTIONS 3" CWS, 3" CWR, AND 3/4" CW UP TO ROOF. SEE "MAIN PLUMBING PLAN ", SHEET P -1.1 FOR CONTINUATION. CWS CWR a (2)3/4" DI WATER CONNECTIONS 1/2" CWS_ CWR 1 0 0 0 0 0 0 0 ID CI CWS CWR oilll IrI A 1/2" 4" (2)3/4" CW CONNECTIONS 1/2" - 3/4" CW CONNECTION DI 1/2" 1" CW 1" CW SCALE: 1/4" = 1' -0" DI J C �\ J DI WATER NECTION 2" CW 4 (2)3/4" DI WATER — CONNECTIONS 0 W 2" CW C 1/2" CW DN TO OWNER SUPP _'E WASH CID 1/2" 1/2" CW DN TO OWNER SUPPLIED EYE WASH OPTICAL PLUMBING PLAN 2" CW DI 1 --�— DI 0 3/4" DI WATER CONNECTION DI 1/2" 3/4" AIR CONNECTION DI DI 3/4" 2" -CW REVERSE OSMO S.O.I.V. D 13 U - F DI n CONNECT NEW 2" CW TO EXIST. 2" CW APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. A 0 0 n (E)2" CW A 4" O 3/4" CW STUBBED OUT OF WALL 2 PLACES WITH SHUT OFF VALVE FOR RO -1 AND RO -2. DISTRIBUTION SKID W/ UV SUB FILTERS & PUMP S.O.I.V. 550 GALLON DEIONIZED WATER GE WATTS #009QT 1 -1/2" REDU ED PRESSURE BACKFLOW PREV NTER. PLUMBING #1 DEIONIZER TANKS S.O.I.V. SEE "MAIN PLUMBING PLAN ", ---� SHEET P -1.1 FOR CONTINUATION OF 4" AIR. EXIST. PRESSUR GUAGE 0 EXIST. DRAIN VALVE FIN. FLOOR 0 (E)2 -1/2" CW SCALE: 1/2" = 1' -0" • (E)2" TO WATER HEATER EXIST. G.V. EXIST. UNION REMOVE EXIST. 2-1/2" REDUCED PRESSURE BACKFLOW PREVENTOR. REPLACE WITH 2 -1/2" DOMESTIC WATER PIPING PER SPEC. EXIST. WATER HEADER. REMOVE EXIST. RPPB DEVICE APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. SEE DETAIL JANITOR ROOM PLUMBING PLAN (E)2 -1/2" TO BUILDING FIXTURES EXIST. SUPPORT PIPE EXIST. UNION EXIST. WATER HEADER DETAIL EXIST. STRAINER EXIST. G.V. —EXIST. W ER HAMMER ARRESTOR. ?&o8 27 (c) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2009 City of Tukwila BUILDING DIVISION (E)2 -1 /2" CW SERVICE ECOW -0 EXIST. PRESSURE GAUGE (E)2 -1 /2" WCE City0f Tukwil ILDINGDIllIjIO RECEIVED JAN 08 Z009 PERMIT CENTEE J O � Z LLI 0 � w L 0 I- w 0 _ 0 Z M o: > � ¢ rx O z a w w U I- 0 F_ 0 _ �~ Li 0CC Z 0 CC O PROJECT NO:08--323 ISSUE DATE: OCTOBER 2008 ARCHITECT REFERENCE NO CHECKED: ANT/PKR 12/29/2008 9:36:56 AM, REVISION DATE: DECEMBER PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. RUN PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING BELOW SKYLIGHTS OR AT AN ANGLE. 4 PIPING TO BE PARALLEL OR PERPENDICULAR TO JOIST OR GIRDER. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES) 2. ALL DIMENSIONS TO COLUMN LINES. 3. INSULATE ALL INTERIOR STORM DRAIN INCLUDING OVERFLOW PIPING, HOT & COLD WATER PIPING AND CONDENSATE PIPING PER SPECIFICATION SECTION 15250. 4. NOT USED 5. APPLICABLE PLUMBING CODE: 2006 UPC W /AMENDMENTS 6. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. SEE DETAIL: 24/M -3.1 7. PAINT ALL METAL & PVC ::: PIPING EXPOSED TO WEATHER PER SPEC SECTION 09900 8. COORDINATE WITH G.C. FOR INSULATION REQUIREMENTS AT EXTERIOR WALLS FOR AREAS ADJACENT TO PLUMBING LINES U U 6 U 0 0 CJ H- I 0 U cn 0 U r7 h -) CO 0") 0 r7 CO 0 0 3/4" AIR CAPPED FOR FUTURE - TYP. OF 3. a- ¢ (C7 4 4" 3/4" AIR DN. (TYP. OF 4) (A CWS CWR 3" X47 i i T - ■ 7' I 1/2" CW DN TO OWNER SUPPLIED EYE WASH 3/4" DI WATER CONNECTION (2) /4" CW CONNECTIONS (2)3/4" DI WATER CONNECTIONS 3" CWS, 3" CWR, AND 3/4" CW UP TO ROOF. SEE "MAIN PLUMBING PLAN ", SHEET P -1.1 FOR CONTINUATION. CWS CWR a (2)3/4" DI WATER CONNECTIONS 1/2" CWS_ CWR 1 0 0 0 0 0 0 0 ID CI CWS CWR oilll IrI A 1/2" 4" (2)3/4" CW CONNECTIONS 1/2" - 3/4" CW CONNECTION DI 1/2" 1" CW 1" CW SCALE: 1/4" = 1' -0" DI J C �\ J DI WATER NECTION 2" CW 4 (2)3/4" DI WATER — CONNECTIONS 0 W 2" CW C 1/2" CW DN TO OWNER SUPP _'E WASH CID 1/2" 1/2" CW DN TO OWNER SUPPLIED EYE WASH OPTICAL PLUMBING PLAN 2" CW DI 1 --�— DI 0 3/4" DI WATER CONNECTION DI 1/2" 3/4" AIR CONNECTION DI DI 3/4" 2" -CW REVERSE OSMO S.O.I.V. D 13 U - F DI n CONNECT NEW 2" CW TO EXIST. 2" CW APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. A 0 0 n (E)2" CW A 4" O 3/4" CW STUBBED OUT OF WALL 2 PLACES WITH SHUT OFF VALVE FOR RO -1 AND RO -2. DISTRIBUTION SKID W/ UV SUB FILTERS & PUMP S.O.I.V. 550 GALLON DEIONIZED WATER GE WATTS #009QT 1 -1/2" REDU ED PRESSURE BACKFLOW PREV NTER. PLUMBING #1 DEIONIZER TANKS S.O.I.V. SEE "MAIN PLUMBING PLAN ", ---� SHEET P -1.1 FOR CONTINUATION OF 4" AIR. EXIST. PRESSUR GUAGE 0 EXIST. DRAIN VALVE FIN. FLOOR 0 (E)2 -1/2" CW SCALE: 1/2" = 1' -0" • (E)2" TO WATER HEATER EXIST. G.V. EXIST. UNION REMOVE EXIST. 2-1/2" REDUCED PRESSURE BACKFLOW PREVENTOR. REPLACE WITH 2 -1/2" DOMESTIC WATER PIPING PER SPEC. EXIST. WATER HEADER. REMOVE EXIST. RPPB DEVICE APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. SEE DETAIL JANITOR ROOM PLUMBING PLAN (E)2 -1/2" TO BUILDING FIXTURES EXIST. SUPPORT PIPE EXIST. UNION EXIST. WATER HEADER DETAIL EXIST. STRAINER EXIST. G.V. —EXIST. W ER HAMMER ARRESTOR. ?&o8 27 (c) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2009 City of Tukwila BUILDING DIVISION (E)2 -1 /2" CW SERVICE ECOW -0 EXIST. PRESSURE GAUGE (E)2 -1 /2" WCE City0f Tukwil ILDINGDIllIjIO RECEIVED JAN 08 Z009 PERMIT CENTEE J O � Z LLI 0 � w L 0 I- w 0 _ 0 Z M o: > � ¢ rx O z a w w U I- 0 F_ 0 _ �~ Li 0CC Z 0 CC O PROJECT NO:08--323 ISSUE DATE: OCTOBER 2008 ARCHITECT REFERENCE NO CHECKED: ANT/PKR 12/29/2008 9:36:56 AM, REVISION DATE: DECEMBER FOR CQNTINUATION OF TH, 4" SS. PLEASE SEE "MAIN PLUMBING PLAN", SHEET P-1.1 CO TEE IN VENT R SER (TYP. OF 2) 2" TAILPIECE, 3" TRAP. (ry.) CO TEE IN VENT RISER (1YP. OF 2) IMAM • • • • IN VENT :mom Evnul CO TEE RISE A02/1 1/09 A02/24/09 A03/02/09 CONNECT WASTE LINE FROM ■?— TRENCH DRAIN TO EXISTING SEPARATOR. FIELD VERIFY SIZE LOCATION AND LE OF EXISTING EQUIPMENT ©24" AFF CONNECT NEW 1-1/2" CHILLED WATER SUPPLY AND RETURN PIPING TO______ EXISTING 1-1/2" CHILLED WATER SUPPLY AND RETURN PIPING APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. EXIST. CHILLER TO BE RELOCATED TO APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. 3/4" CW IN CEILING SPACE CONNECT NEW 4" AIR TO EXIST. 3" AIR APPROX. HERE. PROVIDE PRV PER EXIST. SITE PRESSURE REQUIREMENTS. FIELD VERIFY SIZE AND LOCATION. (E)3" A (E)3/4" CW CONNECT NEW 3/4" CW TO EXIST. 3/4" CW APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. EXIST. HOSE BIBB TO REMAIN. EXIST. CYCLONIC FILTER. CONNECT TO THERMAL MASS- DRYER PER MANUFACTURER'S INSTRUCTIONS. EXIST. PROCESS WATER CONNECT TO AIR COMPRESSOR PER MANUFACTURER'S INSTRUCTIONS. CHEMICAL STORAGE FCO BEAD BLASTER ROOM NORTH MECH RM VESTIBULE CONNECT TO THERMAL MASS DRYER PER MANUFACTURER'S INSTRUCTIONS. MECHANICAL ROOM PLUMBING PLAN SCALE: 1/8" = 1'-0" EXIST. FILTER PRESS EXIST. CLEAN PROCESS WATER TANK CONNECT NEW 1-1/2" CHILLED WATER SUPPLY AND RETURN PIPING TO RELOCATED EXIST. CHILLER APPROX. HERE. N FIELD VERIFY SIZE AND LOCATION. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. 71 DAYLIGHT TO GRADE. 3" VTR PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. CONNECT TO AIR WITH NEW 4" AIR PIPING. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. VIEWED FOR E COMPLIANC AP PROVED MAR 1 3 2009 City of Tukwila IN DIVISION 2 OPTICAL WASTE & VENT PLAN SCALE: 1/4" = 0" 9 WCO F; 2" FCO ( D-7 3 _ GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPUCABUE. 1 MAINTAIN A MINIMUM OF 10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. MAINTAIN A MINIMUM OF 10'-0" BETWEEN PLUMBING VENT OUTLET AND UNIT FRESH AIR INTAKE. 2. ALL VENTS ON THE COMBINATION WASTE & VENT SYSTEM SHALL BE SUPPLIED WITH WALL CLEANOUTS. 3. ALL FLOOR SINKS AND FLOOR DRAINS THAT SERVE THE COMBINATION WASTE & VENT SYSTEM SHALL BE PROVIDED WITH A P-TRAP TWO SIZES LARGER THAN THE FLOOR DRAIN OR FLOOR SINK IT IS SERVING. MEN SCHED LE FOR RAP M SIZ AND NT 5. ALL VERTICAL OFFSETS ON COMBINATION WASTE AND VENT (CWV) TO BE AT 45* . AIR PRESSURE TO BE A MAXIMUM OF 150 PSI. SEE SPECIFICATION SECTION 15470 "SPECIAL PIPING SYSTEMS" FOR AIR PIPING MATERIALS AND TYPES. A03/02/09 RECEIVED CITY OF TUKWILA MAR 0 3 2009 PERMIT CENTER CC 1— z 6 z 0 LU 0 . z Z LL ui ° 0 I— Z LU Cf) : OZ c.) LL1 (/) z H LU m E ce oz E F.4 z CL IL' 0 I 0 I__ C'43 0 0 (/) E 1- a _ z O Q z o ti t Z OltIZOk E c0 rn a, 44 P 2.2 Ii 1 PLUMBING FIXTURE SCHEDULE — CONTRACTOR PROVIDED SYMBOL DESCRIPTION MFR. /MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES BA KEI_OW PREVENTION FLOOR DRAIN ZURN ZN- 415 -N -P 2" 2 " TYPE N STRAINER, ADJUSTABLE STRAINER HEAD FLOOR DRAIN WITH DUCO- COATED CAST IRON BODY, FLASHING COLLAR, NICKEL BRONZE ADJ. HEAD. 26/P -3.1 UTILITY AREA (8) N/A D -5) FLOOR SINK ZURN Z- 1902 -33 -2 2" SEE N 2" —. -- 'W - INDIRECT SINK WASTE, PORCELAIN ENAMELED 12" SQUARE EXTRA DEEP CAST IRON RECEPTOR. FLASHING COLLAR, BOTTOM STRAINER AND 1/2 GRAT immi Ain Aii Aiii Ammh., A� BOUT, URA- COATED CAST IRON BODY, WITH GAS AND WATERTIGHT AB TAP ' EDT TD AND HEAVY DUTY TOP WITH POLISHED NICKEL BRONZE VENEER COVER. DOME 3/P -3.1 5 -3. INDIRECT WASTE RECEPTOR N/A D -7 l CO . •: • , , ` "N - ZN- 1400 -HD ( HB -1) HOSE BIBB WOODFORD 65C 3/4" +24" FROST PROOF, AUTOMATIC DRAINING FREEZELESS HYDRANT, LOOSE KEY. (2) LAVBS TRENCH DRAIN ZURN ZN886 -HD -DG 4" 2" HIGH DENSITY POLYETHYLENE DRAIN CHANNEL WITH DUCTILE IRON SLOTTED GRATE AND HEAVY DUTY FRAME ASSEMBLY, 6" WIDE 4/P -4.1 MACHINE ROOM (8) 1 TD -3 1 WAT R CLO ETS TO HAVE 4 PEN FRONT SEATS AND ELONGATED BOWLS 1.6 GPF MAX. .. _ • OV::. B: • LO 'REV- 0 ► I C AM '• ' PR•. V• ..., . -.., : 3 WATER HEATERS TO HAVE RIGID CONNECTIO & C. STRA ITS Ti RESI SEIS C MO • . 4 HANDICAP WATER CLOSETS SHALL BE +16" TO TOP OF BOWL, FLUSH VALVE LEVER CONTROLS TO BE ON THE WIDE SIDE OF STALL AND NOT MORE THAN 44 INCHES ABOVE THE FLOOR. 5 LAVATORIES SHALL BE +34" TO RIM, 29" CLEAR SPACE UNDERNEATH, HOT WATER AND DRAIN PIPES UNDER LAV SHALL BE INSULATED PER SPEC. SECTION 15250. SELF CLOSING VALVES SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS PER OPERATION. ■ 6 DRINKING FOUNTAINS SHALL BE +36" TO TOP OF BUBBLER, W/27" CLEAR UNDERNEATH, SPOUT SHALL BE LOCATED W /3" OF THE FRONT & DIRECT WATER FLOW CO NOT LESS THAN 4" IN HEIGHT. 7 URINALS SHALL BE WATER SAVER TYPE. 1.0. GPF MAX. 8 PROVIDE TRAP PRIMER. (9) ROOF DRAINS ON METAL ROOF PROVIDED BY METAL BUILDING SUPPLIER. ROOF DRAINS ON BUILT UP ROOFS PROVIDED BY G.C. (10) EQUIPMENT FURNISHED BY THE OWNER, THE MECHANICAL CONTRACTOR SHALL ROUGH -IN PLUMBING, INSTALL AND CONNECT ALL SERVICES. ALL P- TRAPS, TAILPIECES, ESCUTCHEONS AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. (11) POST WALL PLATE ABOVE VALVE TO EXPLAIN OPERATION (12) PLUMBER TO PROVIDE AND INSTALL 1/2 GPM AERATORS HAZARD TYPE BACKFLOW POTENTIAL L WA M °' ■ HH - HIGH HAZARD Tl `‘ZOI," .*f.T"! BP - BACK PRESSURE BACKFLOW PREVENTION RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW PVB - PRESSURE VACUUM BREAKER AG - AIR GAP AVB - ATMOSPHERIC VACUUM BREAKER FINISH FLOOR -N 111111111111111111 ■ 11111111 • FLOOR SINK HALF EXPOSED ELEVATION FLOOR SINK D-7 SCALE: NONE AUTO AIR VENT 2. 11 . FLOOR DRAIN TYPE D-5 SCALE: NONE " ARMSTRONG — #VA -3 VORTEX AIR SEPARATOR TRAP PRIMER CONNECTION 2" OUTLET GV 1/2" PRV ARMSTRONG #AX -2OV EXPANSION TANK NO SLOPE 3/4" BALL VALVE AIR VENT I T I 3" CHILLER WATTS #009QT 3/4" REDUCED PRESSURE BACKFLOW PREVENTE 3/4" W AUTO AIR VENT FLOOR 2" TRAP J 1 I 3 " 3 " �1 I1- 2" N ' 3" 1/2" ARC MACHINE FLOOR SINK PROVIDE 1" MIN. AIR GAP (TYP.) 3" RIM SET FLUSH TRAP & ARM 3" CHILLER PLUMBING #1 ARC MACHINE SCALE: NONE 3" CONCRETE FLOOR TOPPING PER ARCH. DWG'S FIN. FLOOR TRAP & ARM 2 " -�i Nc§ I I I 3" I1- 1 -1/2" I 2" II ARC MACHINE 1/2" 3" CHILLER 2-1/2" — 2-1/2" I,, I I 2 -1/2" I_I 2 -1/2" ARC MACHINE FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR PIPING CHILLERS IN SERIES 7 I - - i I ' 3" 3" 2" _ ,_ I II - 0 NC I 1 /2" A ROOF FUTURE ARC MACHINE CHILLED WATER PIPING DIAGRAM 2" —1 -1 /2" 3" CHILLER FUTURE ARC MACHINE I- -I IaI 3" 3" - 2 - 11+ No NCs 3" 3" I I I FUTURE ARC MACHINE 3" 3" AUTO AIR VENT SCALE: NONE FINISHED FLOOR CAST IRON LONG SWEEP 1/4 BEND OR CAST IRON COMB, "Y" & 1/8 BEND. IIIIIIIIIIIIIII INTERIOR FLOOR CLEANOUT CLEANOUT COVER REQUIRED TO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP CAST IRON EXTENSION SAME SIZE AS SEWER ° UP TO 4" DIAMETER 0 0 DIRECTION OF FLOW BUILDING DRAIN SIZE PER PLANS PG 8 27(o ®02/11/09 A02/24/09 ®03/02/09 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR: 0 3 2009 PERMIT CENTER L1.1 - J 0 �z zw 0 w o w Oo 00 z LLJ m 'x - ct 0 II— w �r n o_ (f) Q = 1- o tL 1 ce 0_ a oc Z CD CV 1 o f CV 0 A in I o � CI) C\ g i:4 co C4 cv z . w z 0 EHZ W ouzo .. E: cornlxaw h-�-1 raq P SNOISIA38 83NMO SNO11038803 1N314118Vd30 omaiina SNO1103H800 1N1Aill:1Vd3a onnaline SNO1103212103 1N314118Vd3C1 maim SN011038800 1N31"1181/d30 oNialine 60/17Z/Z0 60/14/zo 20/6Z/Zt 80/cz/zt so/61./14 11N83d HOJ a3nssi so/oc/ol. SNO1103H800 1N3141121Vd3C1 omaiino 60/Z0/20 8>1d/1NV :03>103H0 0J8 :NMVHCI 600Z `ZO HOHVIAI :31VCI NOISIA38 , L# ilnaN3aav 80/tz/ot ale 803 a3nssi so/Li/ol. 800Z H380100 :aiva 3nssi TO Te— Ti9Z-90g TO—TT-9O :aN0Hcl 0E16 V.M. `NOINH21 00g# aims aAIHG acuszianni *N 0C9 50-017L0--56 :ON 30N32I3338 10311H021V 88T86 VM VIIMXILL HAIUG OaLSOO Itt riaaowau EIV1 DaV IV3ILLc10 , .0N131 JO 1N3SNO0 N311IHM H012:Id 31-11 IflOHJJM 1HVd NI HO 310HM NI C13Id00 80 a3sn 38 AVIN IN3vsin3oa SIHI JO 18Vd ON co CC C:21 CCLi W CD 5 cDf: =ix v) a v) a V) Lu Cf) Li j UJ UJ Li] CC Ce CC IX CC ix CL UJ Lii < .71 EX (7) D- CD M CD _,...— 0 M --.- ! ! !1-.0 CC = CD C) 0 c, F- CC V) cn cx rfi >- Ix uj z c) c. LI IM cxc- ' >j)W a 73 ¢ C) Li- -I 0 0 rx C!!! E !! ..< Ia--I 1>_-_,muj!"j i--f: W.° Ni- LLI m c.i000- 0 Z 1- NF-() CD 0 CD R 8 12 8 N, c.) 1-- c..) -J ,t-C) cece 0)0 £ZC--80:0N 13308d • -7771=71.2217.17,-"5,7,........../..La....,...'"`"7"' ',===l7r-L71=13 NVrld OVAH rIVOLlid0 GRDZINFINH PERMIT CENTER EXHAUST SCHEDULE AIR VELOCITY 0 .-- ■- Q LO 0 .- CI LO CO 0 1/1 h) C:) 0 Q 1.1 C:) C:) LO CV 0 CD h•-• .-- 0 CD 1`••• •r- DUCT GAUGE CO C.1 CD CNI CO c..1 CO CNI CO CV CO Cs! CO 04 CO 0.1 /-* CD L.L.I a. = _ 1=, r._ cf.) cn cn v) -cn cn Cil cr, (1) v) V) cn (I) Cf) EXHAUST MATERIAL HEATED AIR HEATED AIR HEATED AIR FLAMM VAPOR HEATED AIR HEATED AIR HEATED AIR Cl n ce m-ct EXHAUST CFM cr) co •-• 1--- NI- .-- 03 CO 0 1.1 0 LC) ..-- co CNI C•I 0 LO •-• 0 If) _. I- (-) _,...• = =- CD CI 2 In a in a on •4- a re) a NJ- a NI- a 'NJ- EQUIPMENT COATER COATER COATER COATER LO CD CV 1 CL LC) CD CNI 1 0_ c, ca I.A.1 CC STRIPPER SYMBOL e 8 8 0 8 8 8 8 /acoammeNsmell. L CD CD CC . I: CCI 1— a 0 LAJ ag .9. .:( a 00 Lai impwsommilywnam.....imm r w ilicwArvirmusam— it • Jb • _ _ Far -1110111111rdial.11111111.131111111an lhizww■wism■mminwn CO e-1 • 77-'",„....-77,212/"M' I-- : 0 " 1:;). a 1J-1 • CD C) "! CD CI W I-- M G: I- is ,_ c, „ LL.I C) Z = •- Z Z Y g 1— 1 . ° a v) x L.,_ Z 0 M D- M M 1:), • 0 I- it I- I- m l± Ci m 0 LA- '''C C., 0 = LAJ E V) V) >< cc 1.4.1 Es 22 .ii DC -NC 3: DC , C4..d.t. ul Li PE Z5 Z.1 6 0 © D!314 `I/Nd 600Z/ cbmP•Z—aNH \191Dow@ei cID1 IDDI4d0 — VM — — 004S 0 3 — 9 \szc'-oz\pooz\:>, METAL THICKNESS C.3 C.3 C.3 NI- NI• EATERL LN C••4 CNI ' SIZE UP TO 7" a ..•-•• a •-••• 0 0 I"... I- a a 00 •s1 .....- L CD CD CC . I: CCI 1— a 0 LAJ ag .9. .:( a 00 Lai impwsommilywnam.....imm r w ilicwArvirmusam— it • Jb • _ _ Far -1110111111rdial.11111111.131111111an lhizww■wism■mminwn CO e-1 • 77-'",„....-77,212/"M' I-- : 0 " 1:;). a 1J-1 • CD C) "! CD CI W I-- M G: I- is ,_ c, „ LL.I C) Z = •- Z Z Y g 1— 1 . ° a v) x L.,_ Z 0 M D- M M 1:), • 0 I- it I- I- m l± Ci m 0 LA- '''C C., 0 = LAJ E V) V) >< cc 1.4.1 Es 22 .ii DC -NC 3: DC , C4..d.t. ul Li PE Z5 Z.1 6 0 © D!314 `I/Nd 600Z/ cbmP•Z—aNH \191Dow@ei cID1 IDDI4d0 — VM — — 004S 0 3 — 9 \szc'-oz\pooz\:>, HVAC EQUIPMENT SCHEDULE EXHAUST FAN EQUIPMENT SCHEDULE SYMBOL ITEM SERVES MFR /# SYMBOL DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES EF -1 EXHAUST FAN STRIP MACHINE PENN FX12BH AC -4 600 CFM CD 1.25" S.P., 1250 RPM CONTROLLED BY ON /OFF SWITCH PROVIDED BY E.C. 1/2 HP 120V10 109# 13/M -3.1 EXHAUSTS WARM AIR (1) EF -2 EXHAUST FAN REDO MACHINE PENN FX12BH PAR 600 CFM © 1.25" S.P., 1250 RPM CONTROLLED BY ON /OFF SWITCH PROVIDED BY E.C. 1/2 HP 120V10 109# 13/M -3.1 EXHAUSTS WARM AIR (1) EF -3 & 4 EXHAUST FAN P -205 PENN FX12BH FLANGE CONTRO LED BY /OFF BY E.C. 1/2 HP 120V10 109# 13/M -3.1 EXHAUSTS WARM AIR (1) EF -5 & 6 EXHAUST FAN COATER PENN FX16V AC -5 1035 CFM ® 1/2" S.P., 1300 PROVIDE WITH LEK -TROL SPEED CONTROL E RPM R MOUNTED UNDER MOTOR DOME. FAN TO OPERATE 24 HOURS. 1 /3 HP 120V0 02/24/09 71 # 13/M -3. NON- SPARKING FAN WHEEL EXPLOSION PROOF MOTOR &02/24/09 ( EF- 7,8,9,10 EXHAUST FAN 1200 DLF BOX COATER PENN FX1OS PERFORATED 100 C ' ©'. S.P. 1300 NOMINAL RPM PROVIDE WITH LEK -TROL SPEED CONTROLLER MOUNTED UNDER MOTOR DOME. CONTROLLED BY ON /OFF SWITCH PROVIDED BY E.C. 1/25 HP 120V0 32# 13/M -3.1 .AU F ARM {1) EF -11 EXHAUST FAN BEAD BLASTER PENN FX1OR 180 CFM ®0.5" S.P., 1350 NOMINAL RPM PROVIDE WITH LEK -TROL SPEED' CONTROLLER MOUNTED UNDER MOTOR DOME. CONTROLLED BY ON /OFF SWITCH PROVIDED BY E.C. 1/12 HP 120V0 35# 13/M -3.1 EXHAUSTS FILTERED AIR (1) EF -12 EXHAUST FAN PROCESS TABLE PENN FX1OS CH -1 100 CFM ©0.5" S.P., 1300 NOMINAL RPM PROVIDE WITH LEK -TROL SPEED CONTROLLER MOUNTED .: - M • • - DO CONTROLLED :Y 0 - H PROVID ` BY ' 1/25 HP 120V0 32# 13/M -3.1 EXHAUSTS WARM AIR (1) EF -13 EXHAUST FAN COATER CHEMICAL EXHAUST OUTLET PENN FX08R THRU 60 CFM CP 0.5" S.P. 1535 NOMINAL RPM PROVIDE WITH LEK -TROL SPEED` CONTROLLER MOUNTED UNDER MOTOR DOME. FAN TO OPERATE 24 HOURS. /30 HP 20V0 &02/24/09 32# 13/M -3.1 NON- SPARKING FAN WHEEL EXPLOSION PROOF MOTOR PRODUCT EXHAUSTED: PRIMER- IHC498 /SOLVENT- IHCS512 (1) EF -14 EXHAUST FAN COATER CHEMICAL EXHAUST OUTLET PENN FX08R 60 CFM CAA 0.5" S.P. 1535 NOMINAL RPM PROVIDE WITH LEK -TROL SPEED; CONTROLLER MOUNTED UNDER MOTOR DOME. FAN TO OPERATE 24 HOURS /30 HP 20V0 32# 13/M -3.1 NON- SPARKING FAN WHEEL EXPLOSION PROOF MOTOR PRODUCT EXHAUSTED: PRIMER -IP498 /SOLVENT- IPS407 (1) EF -15 EXHAUST FAN MECHANICAL ROOM PENN DX16R UNIT 2150 , CFM 0.12 " S.P. 0 1 550 \ OMIN • - RPM - - - • , ,, NSTALL I BY E.C. 1/2 HP 120V0 56# 12/M -3.1 200# (1) EF -16 EXHAUST FAN MECHANICAL ROOK PENN FX18V HEATER 3400 CFM © 0.125" S.P., 850 NOMINAL RPM PROVIDE WITH LEK -TROL SPEED', CONTROLLER MOUNTED UNDER MOTOR DOME. CONTROLLED BY TSTAT PROVIDED BY M.C., INSTALLED BY E.C. 3/4 HP 120V0 65# 12/M -3.1 (1) EF -17 EXHAUST FAN STORAGE CABINET PENN FX08R 110 CFM © 0.375" S.P. 1550 NOMINAL RPM PROVIDE WITH LEK -TROL SPEED' CONTROLLER MOUNTED UNDER MOTOR DOME. CONTROLLED BY ON /OFF SWITCH PROVIDED BY E.C. 1/30 HP 120V0 29# 13/M -3.1 NON- SPARKING FAN WHEEL EXPLOSION PROOF MOTOR EXHAUSTS FLAMMABLE STORAGE CABINET (1) GENERAL NOTES: ALL SWITCHES AND T -STATS MOUNTED AT 42" AFF UNLESS OTHERWISE NOTED SEE DESCRIPTION FOR RESPONSIBLE CONTRACTOR, DO NOT ADJUST SPEED CONTROLLERS BELOW 60% OF FAN MOTOR SPEED SCHEDULE NOTES (SEE COLUMN ON RIGHT FOR APPLICABILITY): (1) ROOF CURB FOR PROVIDED BY M.B.S. (2) PROVIDE BACKDRAFT DAMPER. (3) NOT USED (4) NOT USED (5) NOT USED (6) NOT USED (7) NOT USED (8) NOT USED HVAC EQUIPMENT SCHEDULE SYMBOL COOLING DESIGN TEMPERATURES: DB, MCWB, DAILY RANGE HEATING DESIGN TEMPERATURES: DB 99 %, DB 99.6% ELEVATION: PATTERN SYMBOL ITEM SERVES MFR /# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES OFFICES, OPTICAL AC -4 AIR OPTICAL TRANE 227.5 MBH TOTAL COOLING, 226.4 MBH SENSIBLE, 460V/30 3425# PLAN M -1.1 1600 CFM MIN 0/A (1) (2) RETURN PAR CONDITIONER FACILITY YFD240E4 82.2 AMB, 82. EDB, 61.2 EWB, 8000 CFM 60MCOP TITUS EXHAUST 5OF 5 6 FLANGE FRAME TYPE EXHAUST GRILLE EG -2 HA © 0.5" ESP, EER = 10.6, 400 MBH INPUT, 324MBH OUTPUT, 81% AFUE 45.6FLA FIXED BLADE 7/M -3.1 LAYIN (7) (9) AC -5 AIR OPTICAL TRANE 181.5 MBH TOTAL COOLING, 201.2 MBH SENSIBLE, 460V/30 1800# PLAN M -1.1 800 CFM MIN 0/A (1) (2) MCD PERFORATED CONDITIONER FACILITY YSC120E4 82.2 AMB, 82. EDB, 61.2 EWB, 4000 CFM 35MCOP RETURN PAR -FR PERFORATED (5) 6 WSG TITUS RHA CD 0.5" ESP, EER = 13, 250 MBH INPUT, 203MBH OUTPUT, 81% AFUE 26.1 FLA 7/M -3.1 (7) (9) CH -1 AIR OPTICAL SCHREIBER 15 TON CHILLER 460V/30 3410# PLAN M -1.1 THRU CONDITIONER FACILITY 1500AC 180,000 BTUH © 44'F WATER 65 MCOP 44 UH -1 &2 UNIT MECH TRANE SEPARATED COMBUSTION PROPELLER FAN GAS UNIT 120V/10 200# PLAN P -1.1 W /T'STAT INSTALLED BY M.C. (3) HEATER ROOMS GAND010AE HEATER,100.0 MBH INPUT, 80% EFFICIENT, 1480 CFM, 1/20 HP STEEL HEAT EXCHANGE POWER VENT. STAINLES COMBUSTION, 5.8 FLA 27/M -4.1 (7) SEALED 60S NOZZLE &02/24/09 1 :C UNIT TO B SUPP IED WI H LOW LEAK 2 • MPE - • EC* . :ARO RIC 'ELIEF, A D THROW -AWAY FILTER , HING D ACC SS DO'RS (2 U ' - 'A = "• fa ` i . "*U E : • E EL TRIC • 'KITH D CO' , - , '. , t. u ' ! ► ' 2 , A ,:'• 'R.• T BASE GAS PIPING CONNECTION. (3) NOT USED 4 NOT USED 5 AC UNIT CONTROLLED BY PROGRAMABLE T -STAT. T -STAT S.O.I.C. MOUNT SALE FLOOR UNITS AT 72 ", ALL OTHERS AT 48" r 6 ROOF CURBS PROVIDED BY M.B.S. (7 EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME ® FAX(425)313 -6770. (8) NOT USED (9) SCREEN KIT PROVIDED AND INSTALLED BY OWNER. (10) NOT USED (11) NOT USED (12) NOT USED (13) NOT USED AIR TERMINAL SCHEDULE SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION CD TITUS SUPPLY MCD BLADE 10 LAYIN OFFICES, OPTICAL CDFP ** TITUS SUPPLY TRITEC -AL PERFORATED *INSTALL REQUIRED # OF HOLD -DOWN CABLES FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL SCHEDULE, LAYIN USE FOR MAKE -UP AIR RG TITUS RETURN PAR PERFORATED LAYIN OFFICES, OPTICAL EG -1 TITUS EXHAUST 5OF EGG CRATE FLANGE FRAME TYPE EXHAUST GRILLE EG -2 TITUS EXHAUST 355FL FIXED BLADE LAYIN LAY -IN EXHAUST GRILLE DG DOOR GRILLE PROVIDED BY GC CDF TITUS SUPPLY MCD PERFORATED FIRE / OBD LAYIN RGF TITUS RETURN PAR -FR PERFORATED FIRE / OBD LAYIN WSG TITUS SUPPLY 300FL FIXED BLADE FLANGE WRG TITUS RETURN 350FL FIXED BLADE FLANGE * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS - DIFFUSER IS NOT REQURED IF NOT ON PLANS ** DIFFUSER TO HAVE BRUSHED STAINLESS STEEL FACE. ROOF TOP MECHANICAL UNIT HOLD DOWNS OPERATING WEIGHT(LBS; TOTAL HOLD-DOWNS # HOLD -DOWNS PER SIDE <1000 4 2 <2000 6 3 <3000 8 4 <4000 10 5 <5000 12 6 <6000 14 7 *INSTALL REQUIRED # OF HOLD -DOWN CABLES FOR EACH AC UNIT PER WEIGHT LISTED IN MECHANICAL SCHEDULE, 0_ CD 0 0 N 0 C J U Q C U 0 0 C F- I 0 U cn 0 C CURB AND FLASHING PER ARCH. PROVIDE HOLD DOWN BRACKET PER DETAIL ROOF X SIZE PER PLAN DUCTS MUST RUN STRAIGHT DOWN PERPENDICULAR TO FLOOR, FROM ROOF TO TOP OF STRUCTURE DUCTS TO BE INTERNALLY INSULATED FOR RUN BETWEEN BUILDING ROOF AND ANCILLARY FRAMING CEILING SA f SA TYPICAL ANCILLARY STRUCTURE (PHARMACY, OPTICAL OFFICE, E.D.P, & FOOD SERVICE) TYPICAL DUCTED AC UNIT DUCT ELEVATION DETAIL SCALE: NONE CI III I / LIGHTS A FLEX C GAS PRESSURE REGULATOR NNECTION - SMOKE DETECTOR PROVIDED BY FIRE ALARM CONTRACTOR. INSTALLED BY M.C. INSTALL IN RETURN DUCT ONLY IF REQUIRED BY LOCAL CODE FOR UNITS OVER 2000 CFM (SEE SPEC FOR FIRE ALARM CONTRACTOR RESPONSIBILITY) ALL OFFSETS TO BE BETWEEN CEILING SPACE. 340P500 CLEVIS NOTE: 1) ALL PVC ON EXTERIOR OF BUILDING TO BE SCHEDULE 80. 2) PAINT ALL METAL PVC PIPING EXPOS TO WEATHER. SCALE: NONE 3/16" SS AIRCRAFT CABLE SS 7" ROOF TOP AC UNIT DO NOT BLOCK ACCESS PANELS NEOPRENE GASKET BY M.C. RIGID INSULATION ROO E AN i RUN PIPE NE TO SUPPLY DUCT INTO TRUSS SPACE OUTLET FROM AC UNIT AC CONDENSATE PIPING DIAGRAM NO. 12 SELF DRILLING SCREW (TYP. OF 2) HOLD DOWN CABLE SUPPLIED BY OWNER, INSTALLED BY M.C. 14 GA. ROOF CURB. SEE SCHEDULE FOR PROVIDER ROOF DECK CONDENSATE CONNECTION TO AC VENT ETU R 'I +"o/ i � - _ROOF VENT PENETRATION TOP VIEW VENT SIDE VIEW TERMINATE VENT BELOW CONDENSATE OUTLET FROM AC UNIT -1/2" MIN 1 -1/2" MIN OOF PENETRATION EXHAUST TERMINAL 6" FLUE EXHAUST PIPE DECK TITE SCALE: NONE GAS MAIN & SUPPLY TO UH SIZED PER PLAN SUPPORT RODS VENT TO OUTSIDE PRV FLUE EXHAUST PIPE 30' MAX COMBUSTION AIR PIPE 30' MAX PROVIDE CAPPED TESTING INSTALL HEATER C�8' A.F.F. TEE MINIMUM 10 PIPE DIAMETERS AWAY FROM PRV INTAKE AND OUTLET NOTE: COORDINATE LOCATION OF UNIT HEATER W /LIGHTS. HEATER SHALL BE INSTALLED MEETING ALL CLEARANCE REQUIREMENTS RECOMMENDED BY THE MANUFACTURER. GAS UNIT HEATER I 24" MAX. 411 wo FLEX DUCT 10 ' MAX. TIE - STRAPS \N■ LAY -IN CEILING DIFFUSER DIFFUSER INLET DETAIL SCALE: NONE INSTALL ON ALL FLUES & VENTS TALLER THAN 3' ABOVE ROOF DECK. INSTALL A MINIMUM OF THREE EVENLY SPACED SUPPORT WIRES METALBESTOS RAIN CAP NON- HARDENING CAULK SR -5 CLAMP ECK TITE OBTAINED FROM MBS 2" MIN. CLEAR FAN BASE SEE SCHEDULE FOR MINIMUM REQUIRED CURB HEIGHT AND SUPPLIER 6" MAX SEE EQUIPMENT DETAIL FOR SPECIFICATION ELEVATION VIEW 0 DIM 'L' TO BE GREATER THAN DIM 'H' AC UNIT HOLD DOWN CABLE FLUE 8c VENT TIE DOWN SC U SCALE: NONE ALE.. NONE 3q- ROOF EXHAUST FAN SC ALE: NONE CEILING CLOSURE PLATE STANDING SEAMS 12 GA GALVANIZED STEEL WIRE(TYPICAL) DETAIL FRAMING SEE STRUCTURAL DRAWINGS VOLUME DAMPER CONICAL SPIN -IN UPPLY DUCT M.C. TO INSTALL SR -5 CLAMPS, OBTAINED FROM M.B.S. CONNECT SR -5 CLAMPS ON NEAREST STANDING SEAM SO DIM 'L' IS GREATER THAN DIM 'H' PLAN VIEW UPBLAST TYPE EXHAUST FAN, SEE SCHEDULE `EXHAUST DUCT SEE PLANS FOR SIZE EXTEND DUCT UP TO FAN INLET AND EXTERIOR BASE OF TOP CURB ROOF DECK SCALE: NONE BIRD SCREEN FAN BASE CURB SEE SCHEDULE FOR PROVIDER MIL .•�IIICU. ::I ���� "•viii ■1� BACK DRAFT DAMPER ROOF EXHAUST FAN f CENTRIFUGAL EXHAUST FAN, SEE SCHEDULE 8" MIN SHEET METAL EXHAUST DUCT UNLESS OTHERWISE NOTED ON PLANS 02/24/09 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 13 2009 City of Tukwila BUILDING DIVISION AG ?.77 49 HVAC LEGEND 24/48 k H 2 CONT. TYP. CFM DB DG WB MBH ESP EG RG CD RA SA CDF RGF MBS AIR DUCT - FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER SQUARE TO ROUND DUCT TRANSITION FIRE DAMPER (FD) AIR CONDITIONER #1 THERMOSTAT THERMOSTAT (W /LOCKING COVER) SENSOR HUMIDISTAT CARBON DIOXIDE CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE DOOR GRILLE WET BULB TEMPERATURE 1,000 BRITISH THERMAL UNITS /HR. EXTERNAL STATIC PRESSURE EXHAUST GRILLE RETURN GRILLE CEILING DIFFUSER RETURN AIR SUPPLY AIR CEILING DIFFUSER WITH FIRE DAMPER RETURN GRILLE WITH FIRE DAMPER METAL BUILDING SUPPLIER RECEIVED CITY OF TUKWILA MAR 0 3 2009 PERMIT CE R GAS SIZE CHART'S PRESSURE PSI 2 PRESSURE DROP PSI TO 1.0 MAX DEVELOPED LENGTH (FEET) 400 PIPE SIZE( UPC ) MAX LOAD (MBH) 1/2" 1/2" 205 3/4" 3/4" 429 1" 1" 808 1 -1/4" 1-1/4" 1,659 1-1/2" 1-1/2" 2,486 2" 2» 4,788 2-1/2" 2-1/2" 7,632 3" 3" 13,492 4" 4" 27,520 6" 6" 80,617 8 " 8" 165,637 GAS SIZE CHART PRESSURE IN WC 7 PRESSURE DROP 0.5 MAX DEVELOPED LENGTH (FEET) 100 PIPE SIZE ( UPC ) MAX LOAD (MBH) 1/2" 47 3/4" 98 1" 185 1-1/4" 380 1-1/2" 570 2» 1,098 2-1/2" 1,750 3" 3,093 4" 6,309 6" 18,483 8" 37,976 0 0 O 0 0 r) N 0 0 0 U 0 0 0 0 0 0 0 0 1 0 0 U S METER, 2 PSI SERVICE TOTAL CONNECTED LOAD, 0 MBH CONNECT NEW 1 -1/4" GAS TO EXIST. GAS HEADER APPROX. HERE. FIELD VERIFY SI E AND LOCATION. ILLER PIPING, E DETAIL 2 -1/2" CWS & CWR DN T CEILING. SEE "OPTICAL PLJM PLAN ", SHEET P -2.1 FOR CONTINUATION. LII.LL FOR PLUMBING IN THIS AREA, SEE "OPTICAL PLUMBING PLAN" SHEET P -2.1 FOR WASTE & VENT IN THIS AREA, SEE "OPTICAL WASTE & VENT PLAN" SHEET P -2;2 4" W. SEE CIVIL PLANS FOR CONTINUATION. I.E. —2.75' BELOW GRADE OR FINISHED FLOOR L� (E) N 2,8 4„ GAS / 04/01/09 r SCALE: 1/8" = 1' -0" 7- 3/4" G (200 MBH) G MAIN PLUMBING PLAN G SEE DETAIL 3/4" GAS (400 MBH) UP TO UNIT ON G A 4 „CD ROOF G c� (E)1 -1/4” SEP t TE PERMIT REQUI FOR: Q _l�� a PI , 10 Gas Piping City of Tukwila BUILDING DIVISION FOR PLUMBING IN THIS AREA, SEE "JANITOR ROOM PLUMBING PLAN" SHEET P -2.1 G G G A G G (E)1" GAS G G G P L FOR PLUMBING WORK I NH THIS AREA, SEE "MECHANICAL ROOM WASTE & VENT PLAN" SHEET P -2.2 SEE DETAIL 1/2" GAS (100 MBH) City o BUILDING 3/4" G (200 MBH) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2009 SEE DETAIL 1/2" GAS (100 MBH) 4 " ) A A 1 kwila IVISION G City Of Tukwila BUILDING DIVISION A Plan review approval is subject to errors and omissions. Approval of const ction documents does not authorize the violation of an adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged Jo 0 I 1/2" 100 MBH REV1 , ION N RECEIVED CITY OF TUKWILA APR 01 2009 PERMIT CENTER 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. PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. VERI OORDINATE WITH SITE UTILITY DRAWING ALL STUB -OUT LOCATIONS AND INVERT ELEVATIONS BEFORE STARTING CONSTRUCTION. FINISHED FLOOR ELEVATION REFERENCE = 0.00" FINAL CONNECTIONS SHALL BE MADE BY THE M.C. ANY OFFSETS REQUIRED SHALL BE DONE © THE MECHANICAL CONTRACTOR'S EXPENSE. RUN PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING BELOW SKYLIGHTS OR AT AN ANGLE. PIPING TO BE PARALLEL OR PERPENDICULAR TO JOIST OR GIRDER. PG GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. SURFACE MOUNTED ; PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES) 2. ALL DIMENSIONS TO COLUMN LINES. 3. INSULATE ALL INTERIOR STORM DRAIN INCLUDING OVERFLOW PIPING, HOT & COLD WATER PIPING AND CONDENSATE PIPING PER SPECIFICATION SECTION 15250. 4. NOT USED 5. APPLICABLE PLUMBING CODE: 2006 UPC W /AMENDMENTS 6. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER. SEE DETAIL: 24/M --3.1 7. PAINT ALL METAL & PVC PIPING EXPOSED TO WEATHER PER SPEC SECTION 09900 8. COORDINATE WITH G.C. FOR INSULATION REQUIREMENTS AT EXTERIOR WALLS FOR AREAS ADJACENT TO PLUMBING LINES 9. EXISTING IRRIGATION DEDUCT METER SHALL BE UPGRADED WITH A TRPL REGISTER COMPATIBLE WITH SENSUS AUTOMATIC READING SYSTEMS. DEDUCT METER TO BE CONNECTED TO PERMANENT METER READING SYSTEM. WORK TO BE COMPLETED UNDER COSTCO OPTICAL BUILDING PERMIT #D08 -398 . 10. NEW REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) FOR PREMISE ISOLATION IS TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE EXISTING PERMANENT WATER METER. SEE CIVIL FOR EXISTING WATER METER LOCATION AND LOCATION OF NEW RPPA. WORK TO BE COMPLETED UNDER COSTCO OPTICAL BUILDING PERMIT #D08 -398 . PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. RUN PIPING IN ROOF TRUSS ,SPACE. DO NOT RUN PIPING BELOW SKYLIGHTS OR AT AN ANGLE. PIPING TO BE PARALLEL OR PERPENDICULAR TO JOIST OR GIRDER. C 4) GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPUCABLE. 1. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES) 2. ALL DIMENSIONS TO COLUMN LINES. 3. INSULATE ALL INTERIOR STORM DRAIN INCLUDING OVERFLOW PIPING, HOT & COLD WATER PIPING AND CONDENSATE PIPING PER SPECIFICATION SECTION 15250. 4. NOT USED 5. APPLICABLE: PLUMBING CODE: ' 2006 UPC W /AMENDMENTS 6. PROVIDE TIE DOWN FOR ALL FLUES & VENTS OF 3' OR TALLER: SEE ,DETAIL: 24/M -3.1 7. PAINT ALL METAL & PVC PIPING EXPOSED TO WEATHER PER SPEC SECTION 09900 8. COORDINATE WITH G.C. FOR INSULATION : •UIR S ' - T ' •- - FOR AREAS ADJACENT TO 9. FIELD VERIFY EXACT LOCATIONS OF COLD WATER, DEIONIZED WATER, AND AIR PIPING DROP LOCATIONS AND QUANTITIES TO EQUIPMENT. 10. SEAL ALL PIPING PENETRATIONS THRU PLENUM.. 11. ALL DEIONIZED WATER PIPING TO BE SCHEDULE 80 CPVC. M) 0 0 0 0 0 0 0 0 0 0 to 0 U 3/4" AIR DN. (TYP. OF 4) • 11 MI _ -_■IIII. W z 3/4" DI WATER CONNECTION CWS CWR 1/2" CW DN TO OWNER SUPPLIED EYE WASH )3/4" CW CONNECT ONS (2)3/4" DI CONNECTION (2)3/4" DI WATER CONNECTIONS 3/4" WATER CONNECTIONS 1/2" AIR CONNECTION (2)3/4" CW CCNNETIONS 1 /2" CW ON TO SUPPLIED EYE OWNER A (2)3/4" DI WATER CONNECTIONS 3/4" WATER CONNECTIONS 3/4" P WATER CONN. TION (2)3/4" DI WATER CONNECTIONS 3/4" DI WATER CONNECTION REVERSE OSMOSIS UNITS S.0.I,V. 3/4" AIR CONNECTION CONNECT NEW 2" CW TO EXIST. 2" CW APPROX. HERE. HELD VERIFY SIZE AND LOCATION. 3/4" CW STUBBED OUT OF WALL 2 PLACES WITH SHUT -OFF VALVE FOR R0 -1 AND RO -2. DISTRIBUTION SKID W/ UV SUB FILTERS & PUMP S.O.I.V. 550 GALLON DEIONIZED WATER STORAGE TANK- S.O.I.V. WATTS #009QT 1 -1 /2" REDUCED PRESSURE BACKFLOW PREVENTER. DEIONIZER TANKS S.O.I.V. SEE "MAIN PLUMBING PLAN ", SHEET P -1.1 FOR CONTINUATION OF 4" AIR. 3/4" AIR CAPPED FOR FUTURE - TYP. OF 3. L_ U o 3" CWS, 3" CWR, AND 3/4" CW UP TO ROOF. SEE "MAIN PLUMBING PLAN ", SHEET P -1.1 FOR CONTINUATION. 1/2" W DN TO OWNER SUP :i EYE WASH OPTICAL PLUMBING PLAN SCALE: 1/4" = 1' -O" 2" CW (E)2" CW I pO4/01/09 EXIST. PRESSURE GUAGE 0-- EXIST. DRAIN VALVE FIN. FLOOR JANITOR ROOM PLUMBING PLAN SCALE: 1/2" = 1' -O" 0- (E)2 -1/2" TO BUILDING FIXTURES (E)2" TO WATEREATER EXIST. G.V. A04/01/09 (E)2 -1/2" CW EXIST. UNION REMOVE EXIST. 2 -1 /2" REDUCED PRESSURE BACKFLOW PREVENTOR. REPLACE WITH 2 -1 /2" DOMESTIC WATER PIPING PER SPEC. EXIST. SUPPORT PIPE EXIST. WATER I-EADER DETAIL EXIST. WATER HEADER. REMOVE EXIST. RPPB DEVICE APPROX. HERE. FIELD VERIN' SIZE AND LOCATION. SEE DETAIL EXIST. EXIST. UNION C.V. EXIST. STRAINER REVISION NO PG08 X76 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2009 City of Tukwila BUILDING DIVISION 1 EXIST. WATER HAMMER ARRESTOR. h( o E XIST. PRESSURE GAUGE E)2 -1 /2" (E)2- 1 /2 "CW SERVICE RECEIVED CITY OF TUKWILA APR ; 01 2009 PERMIT CENTER z 12 W • i z of 0 0 J 0 w -J 0 z zw o LL w 0 0z w 0 0 0 0 cnz COit a � M z O- w g W 0 I 0 1.- cn h 0 a Z o O CV V LC) I A CO i 711 14 o z .c2 C� zH O z o � ZO .. CO CQ CO CO C O U� 0 PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. © STUB —OUT S.D. 5' =0" FROM BUILDING OR CANOPY BELOW FROST LINE AND MINIMUM 3' BFF. STUB OUT FOR S.D. LOCATED DIRECTLY BELOW ROOF DRAIN WITH NO HORIZONTAL OFFSET ALLOWED, SEE ARCHITECTURAL SHEET FOR S.D. DIMENSIONS. VERIFY DEPTH OF ALL CONNECTIONS ON CIVIL PLAN PRIOR TO INSTALLATION. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1 . MAINTAIN A MINIMUM OF 10' -0" BETWEEN EXH' u T • • A ' UNIT RESH AIR INTAKE. MAINTAIN A MINIMUM OF 10' -0" BETWEEN PLUMBING VENT OUTLET AND UNIT FRESH AIR INTAKE. 2. ALL VENTS ON THE COMBINATION WASTE & VENT SYSTEM SHALL BE SUPPLIED WITH WALL CLEANOUTS. 3. ALL FLOOR SINKS AND FLOOR DRAINS THAT SERVE THE. COMBINATION WASTE & VENT SYSTEM SHALL BE PROVIDED WITH A P -TRAP TWO SIZES LARGER THAN THE FLOOR DRAIN OR FLOOR SINK IT IS SERVING. 4. SEE EQUIPMENT SCHEDULE FOR TRAP ARM SIZE AND VENT SIZE. 5• ALL VERTICAL OFFSETS ON COMBINATION ; WASTE AND VENT (CWV) TO BE AT 45' 6. AIR PRESSURE TO BE! A MAXIMUM OF 150 PSI: SEE SPECIFICATION SECTION 15470 "SPECIAL PIPING SYSTEMS" FOR ' AIR PIPING MATERIALS AND TYPES. 0 r) N 66 O) 0 0 N N 0 0 v 0 J 0 0 0 0 0 0 0 0 0 0 FOR CO OF THE PLEA$ PLUMB'IF SHEET 1 TI N UATIO N 4" SS. SEE "MAIN G PLAN ", —1.1 MEM 1% L_ r ■ 1% 0 was 2" TAILPIECE, 3" TRAP. (TYP.) N 4' -3" D -7 4" 9' -10" EZL r, 3" U J 1' -9" IcCY CO TEE IN VENT RISER (TYP. OF 2) CO TEE IN VENT RISER (IYP. OF 2) 0 1% 14' -9" 1 1 1 SCALE: 1/4" = 1' —O" 1 4" 1 3" VTR 4" ECO 4" FCO 1% f- 32'-3" IN VENT OPTICAL WASTE & VENT PLAN (D -7) 11 -9" D -7 0 c I� J 0 7' -1" 0 CONNECT NEW 4" WASTE TO EXIST. 4" WASTE UPSTREAM OF EXIST. OIL /SAND SEPARATOR © IE OF —1' BFF. FIELD VERIFY SIZE, LOCATION, AND IE. SUMP PUMP DUPLEX CONTROL PANEL. REVIEWED L FOR CODE C R OVED APP JUL 01 2009 City of Tukwila BUILDING DIVISION 3/4" CW DN PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. R LOCA CHILLER • PP FIELD VERIFY S LOCATION. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. FCO 0 BEAD BLASTER ROOM CW S SOUTH MECH RM < NORTH MECH RM PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. EXIST. FILTER PRESS EXIST. CLEAN PROCESS WATER TANK PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. EXIST. OIL /SAN D SEPARATOR APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. ©24" AFF CONNECT NEW 1 -1/2" CHILLED WATER SUPPLY AND :RETURN PIPING TO EXISTING 1-1/2" CHILLED WATER SUPPLY AND RETURN PIPING APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. EXIST. CHILLER TO BE RELOCATED TO APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. 3/4" CW IN CEILING SPACE CONNECT NEW 4" AIR TO EXIST. 3" AIR APPROX. HERE. PROVIDE PRV PER EXIST. SITE PRESSURE REQUIREMENTS. FIELD VERIFY SIZE AND LOCATION. CONNECT NEW 3/4" CW TO EXIST. 3/4" CW APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. (E)3" A (E)3/4" CW — 2 I I �- EXIST. HOSE BIBB TO REMAIN. ! EXIST. CYCLONIC FILTER. CONNECT TO THERMAL MASS DRYER PER MANUFACTURER'S INSTRUCTIONS. EXIST. PROCESS WATER CONNECT TO AIR COMPRESSOR PER MANUFACTURER'S INSTRUCTIONS. FOR CONT. OF 4" AIR, SEE "MAIN PLUMBING A PLAN ", SHEET P -1.1 SCALE: 1/8" = 1' -0" 4" 1 (TD -3) CONNECT TO THERMAL MASS DRYER PER MANUFACTURER'S INSTRUCTIONS. MECHANICAL ROOM PLUMBING PLAN CORRECTION LTR# +o REVISION SP -1) SEE DETAIL SUMP PUMP VESTIBULE 1 o :z . &05/21/09 Qg 05/21/09 Qg 05/21/09 CONNECT NEW 1 -1/2" CHILLED WATER SUPPLY URN PIPING TO D XIST. X. HERE. ND &05/21/09 ONNECT TO AIR TANK WITH NEW 4" AIR = IPING. &05/21/09 &05/21/09 RECEIVED MAY 2 2 2009 PERMIT CENTE PG084- 27‘ PLUMBING FIXTURE SCHEDULE — CONTRACTOR PROVIDED SYMBOL DESCRIPTION MFR. /MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES BACKFLOW PREVENTION (SP -1) SUMP PUMP BARNES XSGV2062L 1-1/4" DUPLEX SUBMERSIBLE GRINDER PUMP SYSTEM TO BE PROVIDED WITH BARNES #STEALTH -R- 201 -26E PANEL AND #3672DXSRS SUMP. PUMPS: 32 GALLONS PER MINUTE 0 6 FEET OF HEAD, 2HP W /3" IMPELLER, ALL CAST IRON HOUSING (TYP. OF 2). SUMP: 3'0 X 6' DEEP. PANEL: 208V/30, NEMA 4X, ALARM LIGHT, AUDIBLE ALARM, AND KILL SWITCH. 38/P -3.1 ADDITION N/A FLOOR DRAIN ZURN ZN- 415 -N -P 2 " 2 " TYPE N STRAINER, ADJUSTABLE STRAINER HEAD FLOOR DRAIN WITH DUCO- COATED CAST IRON BODY, FLASHING COLLAR, NICKEL BRONZE ADJ. HEAD. 26/P -3.1 UTILITY AREA (8) N/A D -5 DRAIN SINK ZURN Z- 1902 -33 -2 2" 2" INDIRECT SINK WASTE, PORCELAIN ENAMELED 12" SQUARE EXTRA DEEP CAST IRON RECEPTOR. FLASHING COLLAR, DOME BOTTOM STRAINER AND 1/2 GRATE. 3/P -3.1 INDIRECT WASTE RECEPTOR N/A ( D -7� FLOOR CLEAN OUT ZURN ZN- 1400 -HD SEE PLAN AJUSTABLE FLOOR CLEANOUT, DURA - COATED CAST IRON BODY, WITH GAS AND WATERTIGHT ABS TAPERED THREAD PLUG, AND HEAVY DUTY TOP WITH POLISHED NICKEL BRONZE VENEER COVER. 5 /P - 3 . 1 N/A ( FCO ( HB -1) HOSE BIBB WOODFORD 65C 3/4" +24" FROST PROOF, AUTOMATIC DRAINING FREEZELESS HYDRANT, LOOSE KEY. (2) LAVBS TRENCH DRAIN ZURN ZN886 -HD -DG 4" 2" HIGH DENSITY POLYETHYLENE DRAIN CHANNEL WITH DUCTILE IRON SLOTTED GRATE AND HEAVY DUTY FRAME _ ASSEMBLY, 6" WIDE 4/P -4.1 MACHINE ROOM (8) TD -3 1 WATER CLOSETS TO HAVE OPEN FRONT SEATS AND ELONGATED BOWLS 1.6 GPF MAX. 2 ' ALL HOSE BIBBS TO HAVE NON - REMOVABLE BACKFLOW PREVENTION DEVICES- TAMPER PROOF VACUUM BREAKER. 3 ;. aWATER HEATERS r:TO '; HAVE RIGID' CONNECTIONS .& CONSTRAINTS TO RESIST SEISMIC MOTION. 4 HANDICAP WATER CLOSETS SHALL BE +16" TO TOP OF BOWL, FLUSH VALVE LEVER CONTROLS TO BE ON THE WIDE SIDE OF STALL AND NOT MORE THAN 44 INCHES ABOVE THE FLOOR. 5 LAVATORIES SHALL BE +34" TO RIM, WITH 29" OF CLEAR SPACE UNDERNEATH, HOT WATER AND DRAIN PIPES UNDER LAV SHALL BE INSULATED PER SPEC. SECTION 15250. SELF CLOSING VALVES SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS PER OPERATION. 6 DRINKING FOUNTAINS SHALL BE +36" TO TOP OF BUBBLER, W/27" CLEAR UNDERNEATH, SPOUT SHALL BE LOCATED W /3" OF THE FRONT & DIRECT WATER FLOW ® NOT LESS THAN 4" IN HEIGHT. 7 URINALS SHALL BE WATER SAVER TYPE. 1.0 GPF MAX. 8 PROVIDE TRAP PRIMER. (9) ROOF DRAINS ON METAL ROOF PROVIDED BY METAL BUILDING SUPPLIER. ROOF DRAINS ON BUILT UP ROOFS PROVIDED BY G.C. (10) EQUIPMENT FURNISHED BY THE OWNER, THE MECHANICAL CONTRACTOR SHALL ROUGH -IN PLUMBING, INSTALL AND CONNECT ALL SERVICES. ALL P- TRAPS, TAILPIECES, ESCUTCHEONS AND STOP VALVES SHALL BE FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. (11) POST WALL PLATE ABOVE VALVE TO EXPLAIN OPERATION (12) PLUMBER TO PROVIDE AND INSTALL 1/2 GPM AERATORS HAZARD TYPE BACKFLOW POTENTIAL LH - LOW HAZARD HH . - HIGH HAZARD BS - BACK SIPHONAGE BP - BACK PRESSURE BACKFLOW PREVENTION RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW PVB - PRESSURE VACUUM BREAKER AG - AIR GAP AVB - ATMOSPHERIC VACUUM BREAKER s 0 O 0 LC) 0 0 0 0 O 0 FINISH FLOOR IIIIIIII to IIIIIIII FLOOR SINK HALF EXPOSED ELEVATION FLOOR SINK D -7 SCALE: NONE TRAP PRIMER CONNECTION 2" OUTLET FLOOR DRAIN TYPE D-5 SCALE: NONE AUTO AIR VENT NO SLOPE 3" ARMSTRONG — #VA -3 VORTEX AIR SEPARATOR GV IJ 1/2" 3/4" BALL VALVE AIR VENT 3" II k #AX -20V EXPANSION TANK CHILLER PRV N � 3/4" CW AUTO AIR VENT FLOOR ARMSTRONG J 3 „ 3 " 1 I'I 3" -444-111- 1/2" ARC MACHINE FLOOR SINK PROVIDE 1" MIN. AIR GAP MP.) RIM SET FLUSH TRAP & ARM CONCRETE FLOOR TOPPING PER ARCH. DWG'S FIN. FLOOR TRAP & ARM 3" CHILLER WATTS #009QT 3/4" REDUCED PRESSURE BACKFLOW PREVENTER. SCALE: NONE 3 " -1 2 0 NCE' 4 1 1 1 3" CIF 1/2" 3" CHILLER FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS FOR PIPING CHILLERS IN SERIES SCALE: NONE 2 -1/2" — 2 -1/2" FINISHED FLOOR CAST IRON LONG SWEEP 1/4 BEND OR CAST IRON COMB, "Y" & 1/8 BEND. INTERIOR FLOOR -- CLEANOUT FUTURE ARC MACHINE 3" I1- 1/2" 2" CHILLER ROOF 1 1 I_1 I_1 1_1 1_1 ) E 4+ 4 .5 Eh 1 1-1/2" 2" 2-1/2" 2-1/2" 3" CHILLED WATER PIPING DIAGRAM FUTURE ARC MACHINE 3" 1 -1/2" IIIIIIIIIIIIIII 3" 3" FUTURE ARC MACHINE CAST IRON EXTENSION SAME SIZE AS SEWER UP TO 4" DIAMETER DIRECTION OF FLOW � II / 3" 3" NO N NCi r CLEANOUT COVER REQUIRED TO BE HEAVY DUTY CAST IRON WITH NICKEL VENEER TOP 3" BUILDING DRAIN SIZE PER PLANS " AUTO 3 1 AIR VENT SCALE: NONE 4" DISCHARGE PIPE SEE P -2.2 FOR CONT. 1 BALL VALVE (TYP. OF 2) CHECK VALVE (TYP. OF 2) UNION (TYP. OF 2) CONDUITS BELOW. GROUND TO CONTROLS IN RECEIVING SEE SHEET ELEC. DWGS. BASIN 3'- 0 "x6' -0" I.D. "—PUMPS PER PLAN W /EXTRA HEAVY DUTY TRAFFIC COVER SECTION BOLTED ON. DUPLEX SUMP PUMP DETAIL J BOX (TYP. OF 2) 4" INLET TO SUMP BASIN. SEE P -2.2 FOR CONT. HIGH LEVEL FLOAT PUMP ON FLOAT PUMP OFF FLOAT SUBMERSIBLE PUMP BASIN; 3'-0"0 x 6' -0" DEEP WITH EXTRA HEAVY DUTY COVER, TEMPERATURE AND MOISTURE SENSORS. NOTE: ALARM LIGHT AND HORN TO BE LOCATED AT OFFICE COUNTER. CONTROL PANEL LOCATED ON P -2.2 CHARGE PIPE SEE P -2.2 FOR CONT. PLAN 4" INLET TO SUMP BASIN. SEE P -2.2 FOR CONT. DUPLEX SUMP PUMP SEE SCHEDULE CORRECTION LTR# : REVIEWED FOR CODE COMPLIANCE APPROVED JUL 01 2009 City of Tukwila BUILDING DIVISION 38 4-o REVISION 2 ?Go827b W w 0 RECEIVED MAY 2 2 2009 M PERMIT CENTER n -� w =z z _ 1 - w w oz w o z O 0 U w W w me Q 0 z a w U I OI N 0 = — w O ix < CC ' 11 O zo 1