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Permit PG12-182 - BOEING #9-101 - CAFETERIA
BOEING #9 -101 CAFETERIA 9725 EAST MARGINAL WY S PG12 -182 City aOPTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TIIKW Project Name: BOEING #9-101 - CAFETERIA Permit Number: Issue Date: Permit Expires On: PG12 -182 12/17/2012 06/15/2013 Owner: Name: BOEING COMPANY THE Address: PROPERTY TAX DEPT , PO BOX 3707 M/C 20 -00 98124 Contact Person: Name: Address: Email: JIM THOMAS 5005 THIRD AV S , SEATTLE WA 98134 JIMT @MCKINSTRY.COM Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98124 Contractor License No: MCKINCL942DW Phone: 206 -763 -4819 Phone: 206 762 -3311 Expiration Date: 03/16/2014 DESCRIPTION OF WORK: ADD KITCHEN, INCLUDING OVENS, HOODS, COOKTOPS, HANDSINKS, AND FLOOR DRAINS TO THE BOEING #9 -101 BUILDING Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: $125,000.00 Uniform Plumbing Code Edition: 2009 $1,053.94 International Fuel Gas Code Edition: 2009 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie The granting of this permit does not p construction or the performapce of work on the back of this permit. xami with, Alf Date: .21 n l e ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. Signature. Print N e to give authority to violate or cancel the provisions of any other state or local laws regulating • am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions Date: /67_1 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. r1nr.• IIP(: -4/1n PC17 -1R7 Printart• 17-17-2017 • • PERMIT CONDITIONS Permit No. PG12 -182 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. Mr.. IIPC -4/1f1 P(17 -1R7 Printpri• 17 -17 -7017 • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing /Gas Permit No .% f - (/ Project No. Date Application Accepted: .:,10'' ^- �. Date Application Expires: 4 " )( — t3 (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 000340 -0018 Site Address: 9725 East Marginal Way Suite Number: Floor: 2 Tenant Name: Boeing 9 -101 Building PROPERTY OWNER Name: Jim Thomas Name: Boeing City: Seattle State: WA Zip: 98134 Address: 9725 East Marginal Way Email: jimt @mckinstry.com City: Tukwila State: WA Zip: 98108 CONTACT PERSON - person receiving all project communication Name: Jim Thomas Address: 5005 - 3rd Ave S City: Seattle State: WA Zip: 98134 Phone: (206) 763 -4819 Fax: Email: jimt @mckinstry.com New Tenant: ❑ Yes ® ..No PLUMBING CONTRACTOR INFORMATION Company Name: McKinstry Address: 5005 - 3rd Ave S City: Seattle State: WA Zip: 98134 Phone: (206) 763 -4819 Fax: Contr Reg No.: MCKINCL942DW Exp Date: 03/16/2012 Tukwila Business License No.: BUS - 0101413 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Add Kitchen, including ovens, hoods, cooktops, handsinks, and floor drains to the Boeing 9 -101 Building 125,000 [) --01 ODU 71" . �t iVO GAS Building Use (per Int'I Building Code). Occupancy (per Int'l Building Code): Utility Purveyor: Water Group B and Fl H:\Applications'Forms- Applications On Line \201 I Applications\Plumbing Perma Application Revised 8 -9 -1 Ldocx Revised: August 2011 bh Sewer Page 1 of2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain 2 Shower, single head trap Sinks 14 Rain water system - per drain (inside building) 1 Grease interceptor for commercial kitchen ( >750 gallon capacity) 1 Each additional medical gas inlets /outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) 4 Fixture Type Qty Bidet Drinking fountain or water cooler (per head) 32 Lavatory Urinal Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 4 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial 32 Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type p�rease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 min) diameter Gas piping outlets 4 Fixture Type Qty Dental unit, cuspidor Floor drain 32 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES. - 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. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name I Jim Thomas Mailing Address: 5005 - 3rd Ave S H:\Applications\Forms- Applications On Line12011 Applications\Plumbing Permit Application Revised 8- 9.11.docx Revised: August 2011 bh Date: 10/04/2012 Day Telephone: (206) 763 -4819 Seattle WA 98134 City State Zip Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0003400018 Permit Number: PG12 -182 Address: 9725 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 10/04/2012 Applicant: BOEING #9 -101 - CAFETERIA Issue Date: Receipt No.: R12 -03330 Payment Amount: $845.98 Initials: JEM Payment Date: 12/17/2012 10:09 AM User ID: 1165 Balance: $0.00 Payee: MCKINSTRY CO. SERVICE ACCOUNT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 12314 845.98 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.103.00.00 000.345.830 000.322.103.00.00 Total: $845.98 63.00 2.83 780.15 rinr•.• Raraint -(1R PrintPrt• 17_17 -7(117 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0003400018 Permit Number: PG12 -182 Address: 9725 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 10/04/2012 Applicant: BOEING #9 -101 Issue Date: Receipt No.: R12 -02769 Payment Amount: $207.96 Initials: WER Payment Date: 10/04/2012 10:25 AM User ID: 1655 Balance: $831.85 Payee: MCKINSTRY CO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 12220 207.96 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 207.96 Total: $207.96 doc: Receiot -06 Printed: 10 -04 -2012 INSPECTION RECORD _ Retain a copy with permit INSPKT.ION)N0' fr ( f PEA IT N0. \CITY OF TUKWILA BU•ILDINGJDIV <ISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206),x431 -3670 Permit Inspection Request Line (206) 431 -2451 Proj` t: i C�P� � � D Typ nspectiotn:t \ +k AI !�- (�.. V � Add s .2S Mf1v t:l01(4- pate C d: 6�C[,��'��/ Special Instructions: 0 Date Wanted _�a:n° : ° Z — /� p.m. Requester: Ph4 oe..3i-s_3..544 Inf Approved per applicable codes. Corrections required prior to approval. COMMENTS: r!` e_c_4 J'`-r p-eJ : 6-0 hiPlef() ., A l� ► Inspect Dates 2 Z, (3 ri REINSPECTION FEE REQUIRED] Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -43 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. �J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 \,2' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PG 12 -(ss Project: x d< d e., A.& 4 -- (D 1 Ty eiof Inspection: r , ,k) A4 %A - `"kA -( Prvi Addre :7,5 r e „ PS� , , AA rim �4�Date Date Called: 4r-cc Special Instructions: Wanted:. 3 A:m. `p.m. Requester: `P(,) M R �-' Phone No: 2,0(0- . D -5 4/0 cJ a•;C- 0 Approved per applicable codes. '"S— Corrections required prior to approval. COMMENTS: Glos 4:. i. /li /el S 4_ !/ I 4r-cc % `P(,) M R -fin ,fi 4__,1 on) d 4/0 cJ a•;C- LY, -j/./ d': ` P Date:7 z62.../3 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 2 INSPECTION NO. INSPECTION RECORD a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING-DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 '' Proje t: , I5 A. � �r --e G ( Typ -of Inspecti in: ...-0.,---,;:7-.---,_ � AI A A.. 0 ,�� Ad e -- MAN ate Called: j Special Instructions: Date Wanted r 'a,rrT.-. Requester: Phone No-- 40 ElApproved per applicable codes. orrections required ,prior approval:: COMMENTS: 1) /\T I i ..;/•'(7 *` o oL AA/CU" L r 2) L v t (6 ik 6, AA (157--- A( Ai A-t _ r n r InspeEtorJ0 A ,k �✓ 1 e Dater .. ❑ REINSPECTION FEE REQUIRED. Prior to next - inspection':.:fee must•`be: paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reihspection.. INSPECTION RECORD. -Retain a copy with permit INSPECTION NO. = PERMIT NO..- CITY OF TUKWILA BUILDING'DIVISION- 6300 Southcenter Blvd., #100, Tukwila: WA 98188 C^-' (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pf. ject: l�jl}� �i6 `t i Typ�itJnsplectio f 1 1 i tU \ p c).A•,k ci I (SiJ �: /�t�4N t�`� "•-{r f— Cared: e�_�}U -`'• Special Instructions: Date Wante t /` .�a.m, Requester: Phone No:. Approved per applicable codes. COMMENTS: ElCorrections required prior to "approval. F D(A- i 4 ►r �.�'`t -� efii 0 �� ` i { ale Insper6i: � Date • n REINSPECTION FEE REQUIRED: Prior to next inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project? J . 1y i J ■ . -Harris O.*. 60 ndustrial Manufac��t n glBusiness Unit Project No. 12469.00 Drainage Fixture Count for The Boeing Company Boeing Job No. 1225473 9 -101 2nd Floor Cafeter Tukwila, Washington REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION Contents: Sanitary and Grease Waste Drainage Fixture Count CITY OF TUKWILA NOV 2 8 2012 PERMIT CENTER PGIT-11)/- Project Manager: Steve Lusk Design Engineer: Kathy Dabundo Original Issue Date: 11/26/12 Harris Group Inc. 300 Elliot Avenue W Suite 500 Seattle, WA 98119 -4215 (206) 494 -9400 www.harrisgroup.com CORREC,TIOM L_TR# Boeing Building 9-101 2nd Floor Cafeteria Drainage Fixture Unit Summary Sheet Calculations based on Uniform Plumbing Code 2009, Chapter 7 All Fixture Units selected from Table 7 -3 assumed Assembly (Public Use) NI drainage: Fixture Description Food Service Item Number Food Service Item Description Drain size Drainage Fixture Units Basis of Fixture Unit assignments Disposer 33 Disposer with control 2" 3 Food Waste Grinder Commercial Hand sink 52 Hand sink 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size Hand sink 66 Hand sink 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size Hand sink 109 Hand sink 1 1/2" 3 Sink, Special Purpose, 11/2" min. trap size Utility sink 121 Utility sink 1 1/2" 3 Sink, Special Purpose, 11/2" min. trap size Floor sink 141 Ice bin 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. 142 Ice Maker 3/4" 1 lntermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. Floor trough near ice bin 143 Ice bin 3" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. Hand sink 147 Hand sink 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size Floor drain FD in Mech Rm. N/A 3" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. Total Sanitary Fixture Units W) drainage: per Table 7 -5, select 3" horizontal line to Building tie in point at column N6 Description Food Service Item Number Food Service Item Description Drain size Drainage Fixture Units Basis of Fixture Unit assignments Floor sink 2 Unit Cooler 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. Floor trough and grate 7 Braising pan 3" 4 Intermitant flow, estimate greater than 15 to 30 gpm, Per Table 7 -4 assign 4 F.U. Floor sink 11 Double oven 3" 6 (2) 11/2" drains from oven, oven has water inlets, estimate fixture units equivalent to 2 sinks with 1 1/2" drains Floor sink 15 Exhaust Hood 2" 2 Intermitant flow, Maximum wash flow rate is 10.44 GPM, estimate greater than 7 1/2 to 15 gpm, per Table 7 -4 assign 2 F.U. Floor sink 26 (3) Pot Washing Sinks (3) 2" drains 12 3 sinks, Special Purpose, 2" drain size each, per Table 7 -3 assign 4 F.U. each for total of 12 F.U. Floor sink 31 Soiled Dishtable 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size 35 Dishwasher 1 1/2" 2 Intermitant flow, Hot water flow rate is 112 GPH or 1.87 GPM, estimate greater than 7 1/2 to 15 gpm, per Table 7 -4 assign 2 F.U. Floor sink 45 Sink 1 1/2" 3 Sink, Special Purpose, 11/2" min. trap size 59 Exhaust Hood Wash Panel 1" 2 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. This flow results from clearing the lines after an exhaust hood wash cycle. 93 Exhaust Hood 2" 2 Intermitant flow, Maximum wash flow rate is 8.64 GPM, estimate greater than 7 1/2 to 15 gpm, per Table 7 -4 assign 2 F.U. Floor sink 51 Sink 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size Floor sink 58 Sink 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size 64 Ice bin 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. 65 Ice maker 3/4" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. Floor trough and grate 62 Ice maker 3" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7-4 assign 1 F.U. Harris Group Project 12469.00 Page 1 of 2 11/26/2012 Boeing Building 9 -101 2nd Floor Cafeteria Drainage Fixture Unit Summary Sheet Grease Waste (GW) drainage: Description Food Service Item Number Food Service Item Description Drain size Drainage Fixture Units Basis of Fixture Unit assignments Floor sink 70 Unit Cooler 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. 75 Sink 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size 77 Drip trough 1 1/2" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. 79 Espresso machine 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7-4 assign 1 F.U. Floor sink 94 Sink 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size Floor sink 102 Refrigerated Cold Pan 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. 105 Refrigerated Cold Pan 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. Floor sink 110 Sink 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size Floor sink 127 Refrigerated Cold Pan 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. 128 Exhaust Hood 2" 1 Intermitant flow, Maximum wash flow rate is 7.20 GPM, estimate up to 7 1/2 to 15 gpm, per Table 7 -4 assign 1 F.U. Floor sink 134 Refrigerated Cold Pan 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7-4 assign 1 F.U. Floor sink 150 Sink 1 1/2" 3 Sink, Special Purpose, 1 1/2" min. trap size 167 Unit Cooler 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. Floor sink 152 Refrigerated Cold Pan 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. Floor sink 155 Refrigerated Cold Pan 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. 158 Hot Food Well 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7-4 assign 1 F.U. 160 Soup Wells 1" 1 Intermittant flow, up to 7 -1/2 gpm, per Table 7 -4 assign 1 F.U. Mop sink Janitor's closet N/A 3" 3 Service or Mop basin, 3" trap size Floor Drains No Item #s Emergency 3" 0 All Floor Drains (qty 9) in Cafeteria are 'Emergency' use only. Floor sinks normally handle all normal operating drainage. Total Grease Waste Fixture Units 74 per Table 7 -5, select 4" horizontal line to Grease Interceptor Sanitary and Grease Interceptor discharge tie ins are at vertical 4" diameter line at Building Column N -6. Current loading on 4" diameter vertical line at tie in point (column N -6) is 139 D.F.U. Sanitary line point of connection into the 4" vertical line is approx. 15 ft or more above 1st floor elevation. Grease Interceptor discharge line point of connection into the 4" vertical line is approx. 3 ft above 1st floor elevation. Adding 22 Sanitary D.F.U. plus 74 Grease Waste D.F.U. yields 96 D.F.U. Adding proposed 96 D.F.U. to current 139 D.F.U. yields new total of 235 D.F.U. Compare 235 D.F.U. to 256 D.F.U. (allowable loading on vertical 4" diameter drainage line per Table 7 -5 of UPC 2009.) Existing 4" line is adequate to handle current drainage plus new loading. Harris Group Project 12469.00 Page 2 of 2 11/26/2012 JJ t Job Name Job Location Engineer Approval Contractor ItfhV 1 13AUKbLUW IJKtVtN I tti ES -009 Approval r FILE COPY ntractor's P.O. No APPROVED • Representative DEC 12 2012 Series C109 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" - 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 /' - 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 Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. tDoes not indicate approval status. Refer to P sizes & models. 1/2" (15mm) 009QT Test Cock No. 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly R.P. Zone 2" (50mm) 009M2QTHC Test Cock No. 4 Relief Valve Assembly Now-Available 1lattsBox Insulated Enclosures:: For more information, send for: literature ES -WB Second Check Module Assembly Water Outlet IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLAPON REQUIREMENTS CORRECTION LTR# apprt I 92 Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service, Watts reserves the right to change or modify product design, construction, specifications, or materials with- out pnor notice and without mcumng any obligation to make such changes and modifications on Watts products previously or subsequently sold. RECEIVE CITY OF TUKWILA DEC 0 7 2012 PERMIT CENTER WWATrS® Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4" - 2" (20 - 50mm) only internal Polymer Coating locking handle ball valves (open position) PC - LH - SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3/4" - 1" (20 - 25mm) only U - union connections (see ES-U009) Available Models: 21/2 - 3" (65 - 80mm) Suffix: NRS - non - rising stem resilient seated gate valves OSY - UL /FM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valve shutoffs LF - without shutoff valves S - cast iron strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). ! Materials: 1/4" - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in the 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 prefix U ('h" - 2 "(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows IbFH -1 13AUKhLUW HKEVEN I EK Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks Pressure / Temperature Series 009 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33 °F - 180°F (0.5 °C - 75 °C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43 °C) continuous, 140 °F (60 °C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AWWA 0511 -92 CSA B64.4 IAPMO File No. 1563. 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" and 3" (65 and 80mm) with OSY gate valves. MODEL for 909, 009 and 993 sizes °RAD I01ACEr in. mm - in. ; `DIMEHStONS A mm in. B mm WEIGHT lbs. kgs. 909AG -A 1/4"-1/2" 009, ' 13 23/8 60 31/8 79 .625 .28 1/4" 009M2/M3 909AG -C 1/4"-1" 009/909, 1 25 31/4 83 4'/8 124 1.50 .68 1"-11/2" 009M2 909AG -F 11/4" -2" 009M1, 2 51 43/8 111 61/4 171 3.25 1.47 11/4" -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 73/8 187 111/4 394 15.50 7.03 909EL A /4 " -Yz" 009,3/4" 009M2/M3 - - - - - - - - 909EL-C 1/4" -1" 009/909, - - 23/8 60 23 60 .38 .17 909EL -F 11/4" -2" 009M1, - - 35/a 92 3% 92 2 .91 11/4" -2" 009/909, 2" 009M2.4 " -6" 993 909EL -H 21/2" -3" 009/909 - - - - - - - - Vertical B I1:frl' -1 tiAUKI -LUW I'KtVLN 1 tK Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC — Fire Hydrant Fittings dimension `A' = 25" (637mm) 0091/4" — 2" SIZE (DN) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX.} D in. mm in L mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT lbs kg.s 1/4 8 10 250 45 /e 117 3' 86 11/4 32 51/2 140 23/2 60 212 64 5 2 3/6 10 10 250 4% 117 33/6 86 1'/4 32 51/2 140 23/2 60 21/2 64 5 2 1/2 15 10 250 4% 117 3% 86 11/4 32 51/2 140 23/4 70 21/4 57 5 2 3/4 20 103/4 273 5 127 31/2 89 11 38 63/4 171 33/46 81 23/4 70 6 3 1 25 163/4 425 51/ 140 3 76 21/2 64 912 241 33/4 95 3 76 12 5 • 11/4 32 17% 441 6 150 3' 89 21/2 64 11% 289 41/46 113 31/2 89 15 6 11/2 40 171/2 454 6 150 31/2 89 21/2 64 111/2 283 45 124 4 102 16 7 2 50 21% 543 73/4 197 41/2 114 31/4 83 131/2 343 515/6 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) 009 STRAINER SIZE SIZE DWI - in mm r.. ' in. -- DIMENSIONS (approx.) in. WEIGHT in DIMENSIONS D mm (APPROX) E in mm M L mm in. N in U mm Nit 009LF 21/2 tn. mm in. — mm in. 114 mm tn. mm lbs. kgs. 2' 65 10 76 254 612 21/2 165 93/4 248 28 12.7 3 80 101/2 416 257 7 7% 178 10 254 34 15.4 tClearance for servicing Watts G -4000 Series QT — Ball Valves MODEL .. SIZE DWI - in mm r.. ' in. A mm in. C mm in DIMENSIONS D mm (APPROX) E in mm =' , in L mm in. R mm in U mm WEIGHT'. lbs. kgs 009LF 21/2 65 — — — — 41/2 114 — — 181/2 460 — — 10% 270 76 34.5 0090SY 21/2 65 331/4 845 151/2 403 4' 114 163/8 416 181/2 460 7% 197 10% 270 166 75.3 009NRS 21/2 65 331/4 845 113/4 289 41/2 114 163/4 416 181/6 460 73/4 197 10% 270 161 73.0 009QT 212 65 331/4 845 6 152 41/2 114 163/e 416 181/6 460 73/4 197 10% 270 150 68.0 009LF 3 80 — — — — 412 114 - — 181/8 460 — — 10% 270 76 34.5 0090SY 3 80 3414 870 1812 470 41/2 114 16% 422 181/2 460 83/4 222 10% 270 198 89.8 009NRS 3 80 341/4 870 1234 324 412 114 •165/8 422 181/8 460 8% 222 10% 270 191 86.6 009QT 3 80 341/4 870 7 178 41 114 16% 422 181/6 460 83/4 222 10% 270 158 71.7 I13hl' -1 13AUKI -LUVV I'1-(EVEN 1 EK ES- AG /EL/TC Air Gaps, Elbows and :Test Cocks Job Name Contractor Job Location Approval Engineer Contractor's P.O. No Approval Representative Air Gaps, Elbows and Test Cocks for Reduced Pressure Zone Assemblies Air Gaps An air gap provides the unobstructed, physical separation between the discharge end of a potable water supply line and an open receiving vessel. The installation of an air gap and drain line are recommended. A MODEL ORDERING • ' CODE SERIES/ , ' SIZES DIMENSIONS A in. mm 6 in. mm C (NPI) in. mm WEIGHT Ibs kgs 909AGA 0881399 h -1/2" 009 3/4 009M2/M3 2%2 60 31/2 79 'h 13 .63 .28 'h " -1 "995 909AGC 0881376 3A" -1" 009/909 1" -1'h" 009M2 31/2 83 4' 124 1 25 1.50 .68 11/2" - 2" 995 909AGF 0881378 11/2" - 3" 009/909 11/2" - 2" 009M1 4% 111 61/2 171 2 51 3.25 1.47 2" 009M2 909AGK 0881385 4" - 6" 909 6%e 162 9% 244 3 76 6.25 2 83 8" -10" 909M1 909AGM 0881387 8" -10" 909 731/2 187 111/2 286 4 102 15.50 7.03 919 AGC 0881576 3/2" -1 " 919 2% 60 3 A 79 '1/2 13 0.63 0.28 919 AGF 0881577 1'W -2" 919 43/2 111 8'h 216 2 51 3.5 1.6 957AG 0111764 21/2" -10" 957 712 190 103/2 258 2 51 1.50 .68 957AG 0111815 2W-10" 957 - - - - - - - - Splash Guard 994AGK -P 0881397 21/2" - 10" 994 8 203 111/2 286 2 51 1.50 0.68 995 -AG 0439190 3" - 6" 995 5 127 8 203 2 51 - - IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS 909 QT 909 OSY Splash Guard 957 QT Air Gap WWAUS® Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. j A ON Harris Group Inc. }in. Peff Industrial Manufacturing Business Unit Project No. 12469.00 Grease Interceptor Calculations for The Boeing Compan Boeing Job No. 1225473 9 -101 2nd Floor Cafete Tukwila, Washington REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila @UILDING DIVISION Contents: Grease Interceptor Sizing Calculations Grease Interceptor Model and Manufacturer's specifications CITY OFVKWILA NOV 2 8 2012 Revision 1: Revise selection per Tukwila Building Division Review Memo dated October 11, 2012. Calculations remain the same. Only final selection changed. Project Manager: Steve Lusk Design Engineer: Kathy Dabundo Original Issue Date: 8/6/12 Rev 1 Issue Date: 11/26/12 Harris Group Inc. 300 Elliot Avenue W Suite 500 Seattle, WA 98119 -4215 (206) 494-9400 CORRECTION LTR� Boeing Bldg 9-101 2nd floor cafeteria Harris Group Project 12469.00 Calculations based on Uniform Plumbing Code 2009, Chapter 10 and Plumbing & Drainage Institute PDI-G101 Sizing Procedure. Each of the Items below discharge into a dedicated 12" x 12" x 6" floor sink in the 2nd fir cafeteria. Floor sink capacities are not included for these items. Flow rate of these floor sinks is determined by the items they serve. Food Service Item Number Description Sink Measurements Calculated Discharge Flow at 1 minute drainage (GPM) Calculated Discharge Flow at 2 minute drainage (GPM) Maximum Water Wash Flow Rate (GPM) Comments 7 Braising Pan N/A 2 allowance 15 Exhaust Hood N/A N/A N/A 10.44 Wash Cydes on Programmable timer. Wash cycles interlocked to wash only one hood at a time. 26 Pot Washing Sinks (1) 30" X 24" X 14" (2) 24" X 24" X 14" 87.4 43.7 N/A 31 Soiled Dishtable Assembly with Quick Drain 22" X 22" X 7" 11 5.5 N/A 35 Conveyor warewasher N/A N/A N/A 2 112 GPH converted to GPM, from Mfr. 51 Worktable with sink MEAT PREP 20" X 24" X 12" 18.7 9.4 N/A 58 Worktable with sink VEG PREP (2) 24" X 24" X 12" 44.8 22.4 N/A 75 Sink COFFEE 10" x 12" x 10" 3.9 2 N/A 93 Exhaust Hood N/A N/A N/A 8.64 94 Counter with sink CARVERY FRESH GRILL 10" x 12" x 10" 3.9 2 N/A 110 Counter with sink SUB AREA 10" x 12" x 10" 3.9 2 N/A 121 Counter with sink PIZZA 10" x 12" x 10" 3.9 2 N/A 128 Exhaust Hood N/A N/A N/A 7.2 Wash Cydes on Programmable timer. Wash cycles interlocked to wash only one hood at a time. 150 Counter with sink SOUP & SALAD (2) 24" X 24" X 12" 44.8 22.4 N/A Grease Interceptor size for sinks only: Add one exhaust hood, warewasher and braising pan rinse discharging at any one time: 222.3 14.44 111.4 14.44 236.741 GPM 125.84 GPM SUBTOTAL for sinks ADD hood wash cycle & braising pan TOTAL Connected Flows Size Grease Interceptor between 125 GPM and 240 GPM if assume ALL sinks full and discharging simultaneously. Simultaneous draining of all sinks is highly unlikely. Selecting a nominal Grease Interceptor in between a one and two minute drainage period will meet code requirement. As a check: Per PDI G101 Sizing Procedure 8.5 Multiple Fixtures "Where multiple fixtures are served by a single Interceptor calculate the interceptor size per section 8.3.1 or, calculate the capacity of each fixture and total the fixture capacities up, or establish the total capacity of the maximum number of fixtures that may be drained simultaneously." Per UPC Table 10 -2 and PDI G101 Section 8.3.1, given a 4" drainage line, interceptor size would be between 75 GPM and 150 GPM. 150 GPM Grease Interceptor meets both PDI G101 sizing procedures 8.3.1 and 8.3.2. Select a Grease Interceptor sized for 250 GPM based on one minute drain flow. AT: XtU/ L0:".4vocC! .47r etin n. /,' _ 6Gis2a/ d . 127 - �s / 0 / s7 -a. � a evf+er.e._ ,fin© K Tc �n.e er v le lQ.A. es 't _ /0 r 0 EX 4‘1 .G7L > O c.,; bj, f 67 ,p /en L., / JT SA. //o 9, /`/ Sys a .mod' a v x fry !!o Las a c,,, /e /0, 2 4 27L &.J s 3; s ) 30 (2) z� x Z1/ ' x 2 / ' k /./ If cL / ix 3oxz4'> /4' = /0 Leo z cu 2 X 2.5/ x 21/ x /6, /2? c� z9,92d Z919a2/z3( -- //.6 n O. 75- De r+� l'vt e tM g 2 /M. . ,� Cti /0;t 9 TITLE: �-- _ 1 kT)(ILi) /e C., `: 'AC`.'`t .?L)? /e/ PROJECT: BY PROJECT NO. /zS/61(o DATE 5/141 /2 DATE REV. O PAGE OF .. Ae"..'"A"-• 3/ Dr et X7 G 3 2 3 3 c. / 7 /61' 5 / 71. 7 // k / -7‘,0/z31 0,7C s 2 tf,`? ytA 5 7 6 0 24/ /e s rl u kL 2-71- 5g $4 / p., 7 6; 9. ‘P/41 /50 BD /0 c v c_ ( 2 ) " x 2y " X 2- " e./0 r;vkt (,2) L1L ri X /2 it • ° 2 r x 5, 40/1 a(r. Lo/ ^0,. 40(1^ ot■ TITLE: SIS ? -2 • 471 ‘4'.•° /1A,_ 3/) PROJECT NO. / V 6; C);) PROJECT: e BY 01,b DATE 5//y/2. DATE REV. PAGE OF Gr ease_ crtor 17/.e,is 7s- 99 )//o,, /2/ re-r toys t'244(57 41 Fgg AI 5 o Z.. Per 4A.1 „6,,e-Lec---' / v 0 Fool ,57ter;,. e. co s cil / 2 / s,.,4 /o" X /z" /0 U7 PDT /O/ 5799 /0 / 2 x /0 0 0 ce,( -e s /-e e lAD S 2 Ca e-41,2 /2 00/2 3/ 2 1 tt //194A-S ' . r ..,-, ,?, ,,e c, ass c) "A; ,.1 ,7e,-.a L-e .../ - 1 0 , 7,c- ,x 5 . 2 ..:-- 3 . 9 in a H 0 ‘""■2.........-• 4 ie v‘-s-e• e r (in //.0, › cP ;nr, (=,.2 rt..% 1* Of a5 a. ,L7 c 0 4 it Ce:i C Tif r- s ,,t4 ‘1.02.a. pe r /, 9s efr, TITLE: 27411e v■-i .` ,'o s PROJECT NO. PROJECT: ‘). BY DATE/ , DATE / REV. PAGE OF . Grease ante .for and Grease T ap Sizin_ Calculator q/-/ STEP #1. ENTER COMPARTMENT SINK MEASUREMENTS ENTER COMPARTMENT SINK MEASUREMENTS IN INCHES Sinks Measured in Length Width Inches Sink # 1 Compartment 1 10 Compartment 2 0 Compartment 3 0 Compartment Sink # 1 - Totals Sink # 2 Compartment -1 0 Compartment -2 0 Compartment -3 0 Compartment Sink # 2 - Totals 12 0 0 0 0 0 Maximum Discharge (2 Sinks Combined) Drainage Load - 75% of Maximum Discharge (Dishes Displace 25% of the water in sink) STEP #2. ENTER DRAINING PERIOD Enter 1 or 2 Minute Draining Period (Drain Standard) 1 Minute Actual Drainage Load in Gallons Per Minute (GPM) 3.9 GPM Depth 10 0 0 0 0 0 231 Cubic Inches in 1 US Gallon �Q" X/?. X/O (g Cubic Volume In Capacity US gallons 1200 0 0 1200 0 0 0 0 STEP #3. ENTER ADDITIONAL APPLIANCES Enter Appliances Appliance # 1 Including Appliance # 2 Rotisserie, Wok, Appliance # 3 0 0 GPM GPM o GPM Combi -Oven, Slop Sink Total Additional Discharge 0 GPM STEP #4. VIEW REQUIREMENTS Total Gallons Per Minutes Actual Drainage Load 3.9 GPM Passive Conventional Grease Trap Required 10 GPM Grease Trap Sizes (GPM) 10 15 20 25 35 50 Grease Trap Weights (LBS) 20 30 40 50 70 100 5.2 Gallons 0 Gallons 5.2 Gallons 3.9 Gallons http : / /www.greasetrap.ca/grease- trap - sizing- calculator.htm 5/14/2012 /z? �`CJ ,rte Af,%t-,{.f 4:11' 2 /•-•/e. nVvim, G�. (C. 1770 /dt 71.,e GLA,s47?k -/re,c71-or 6 /'M & O/) /( -).ac e . 2 ' '/' 1. C "` (Pry ,? s: �-� /5D 5—;., ,� '/" X2y„ )/ " 6:/-470 / 21./ x 2-V x/ s- .el 2 g9/2 /23/ C7& co i✓tGl.@.o bpd r / c5741,,p 3 �is � .' K�-- el 9 2 r sit.osot 22 , 9 GGt /&1 299 '.4w TITLE: /� ')lfdre C..ct�'y& �v, ?.�t A4:4. PROJECT: &Oeir` �- /C'2/ cam BY s //:,/;zok DATE a/g// 2.- DAfE PROJECT NO. /24/6 REV. PAGE OF Dabundo, Kathleen From: Brent Hall (brent @clevengerassoc.com] Sent: Wednesday, May 09, 2012 9:49 AM To: Dabundo, Kathleen Cc: Lusk, Steve; Trine Loepfe Subject: RE: 12469.00 Boeing 9 -101 Cafe - Sinks sizes for Grease Traps Kathy, Please find sink sizes as noted in RED below. Regards, PLEASE NOTE NEW CONTACT INFO BELOW: Brent D. Hall, FCSI VP Operations / Project Director CLEVENGER J 74/1OCIfTI_/ BRANCH OFFICE: 211 Mealista Rd Elma, WA 98541 Direct (360) 482 -1163 Cell (360) 280 -5912 Main Office (253) 841 -7811 E -mail: Brentc Clevenaerassoc.com CONFIDENTIALITY NOTICE: This electronic message transmission contains information from Clevenger Associates that may be proprietary, confidential and /or privileged. The information is intended only for the use of the individual(s) or entity named above. If you are not the intended recipient, be aware that any disclosure, copying or distribution or use of the contents of this information is prohibited. If you have received this electronic transmission in error, please notify the sender immediately by replying to the address listed in the "From" field From: Dabundo, Kathleen [mailto:Kathleen.Dabundo @Harrisgroup.com] Sent: Tuesday, May 08, 2012 11:10 AM To: Brent Hall Cc: Lusk, Steve Subject: 12469.00 Boeing 9 -101 Cafe - Sinks sizes for Grease Traps Brent, In order to size grease traps for the Boeing 9 -101 Cafeteria, I need to calculate the volume of the sinks being served by the traps. 1 The Equipment Brochure Book that you provided has been an EXCELLENT resource so far. However, the sink dimensions have not yet been defined for the following items: Item Description 26 Pot Washing Sinks (1) 30" X 24" and (2) 24" X 24 ", all 14" deep. 31 Soiled dish table with quick drain 22" X 22" x 7" deep. 51 Worktable with sink 20" X 24" X 12" deep. 58 Worktable with sink (2) 24" X 24" X 12" deep. 94 Counter with Sink 10" X 12" X 10" deep. 110 Counter with Sink 10" X 12" X 10" deep. 121 Counter with Sink 10" X 12" X 10" deep. 150 Counter with Sink (2) 24" X 24" X 12" deep. There is one other sink you did not note which is Item #75. 10" X 12" X 10" deep. Would you be able to provide either sink volumes, sink dimensions or sink depth for each of the items listed above? If necessary, we can scale the sink length and width off of the drawings but would still need the sink depth. Thanks for your help, Kathy Kathleen Dabundo, P.E. Mechanical Engineer Harris Group Inc. 300 Elliott Avenue West, Suite 500 Seattle, WA 98119 Office: 206.494.9498 E -mail: Kathleen.Dabundo0Harrisgrouo.com CONFIDENTIALITY STATEMENT. The information contained in this e -mail message, including attachments. is the confidential information of, andior is the property of Harris Group Inc. The information is intended for use solely by the individual or entity named in the message. If you are not an intended recipient or you received this in error, then any review, printing. copying. or distribution of any such information is prohibited, and please notify the sender immediately by reply e -mail and then delete this e -mail from your system. 2 1014.2 — Table 10 -2 Exception: Listed grease interceptors with integral flow controls or restricting devices shall be installed in an accessible location in accordance with the manufacturers' instruc- tions. 1014.2.2 The total capacity in gallons (L) of fix- tures discharging into any hydromechanical grease interceptor shall not exceed two and one - half (2 -1/2) times the certified GPM (L /m) flow rate of the interceptor as per Table 10-2. For the purpose of this section, the term "fix- ture" shall mean and include each plumbing fix- ture, appliance, apparatus, or other equipment required to be connected to or discharged into a grease interceptor by any provision of this sec- tion. 1014.2.3 A vent shall be installed downstream of hydromechanical grease interceptors in accor- dance with the requirements of this code. UNIFORM PLUMBING CODE 1014.3 Gravity Grease Interceptors. Required gravity grease interceptors shall comply with the provisions of Sections 1014.3.1 through 1014.3.7. 1014.3.1 General. The provisions of this section shall apply to the design, construction, installa- tion, and testing of commercial kitchen gravity grease interceptors. 1014.3.2 Waste Discharge Requirements. 1014.3.2.1 Waste discharge in establish- ments from fixtures and equipment which contain grease, includinq but not limited tom scullery sinks, pot and pan sinks, dishwash- ers, soup kettles, and floor drains located in areas where grease- containing materials exist, shall be permitted to be drained into the sanitary waste through the interceptor when approved by the Authority Having Jurisdiction. TABLE 10-2 Hydro - mechanical Interceptor Sizing Using Gravity Flow Rates' Diameter of Grease Size of Grease Interceptor Maximum Full Pipe One - Minute Drainage Two - Minute Drainage Waste Pipe Flow (gpm)2 Period (gpm) Period (gpm) 2" 3" 4" 5" 6" 20 60 125 230 375 20 75 150 250 500 10 35 75 125 250 For interceptor sizing by fixture capacity see the example below. 2 1/4" (.240) slope per foot based on Manning's formula with friction factor N = .012 EXAMPLE FOR SIZING HYDROMECHANICAL INTERCEPTOR(S) USING FIXTURE CAPACITY Step 1: Determine the flow rate from each fixture. [Length] X [Width] X [Depth] / [231] = Gallons X [.75 fill factor] / [Drain Period (1 min or 2 min)] Step 2: Calculate the total load from all fixtures that discharge Into the Interceptor. Fixtures Compartments Load (gallons) Size of Grease Interceptor One - Minute Drainage Two - Minute Drainage Period (gpm) Period (gpm) Compartment size 24 "x 24 "x 12" Hydrant Rated Appliance 150 2 44.9 3. 2 49.9 50 25 8.3 Sizing Procedure 8.3.1 Sizing Method Based on Pipe Diameter Size and Slope When the final configuration of fixtures in a facility is not known or to allow for additional fixtures in the future, this method shall be used or to size the interceptor for the maximum flow that the drain line from the facility can carry.. Pipe Size (inches) Full Pipe Flow ® 1/4 slope Interceptor size 1 minute drain Interceptor size 2 minute drain 2" 19.44 gpm 20 gpm 10 gpm 3" 58.67 gpm. 75 gpm 35 gpm 4" 125.77 gpm - 75 gpm 8.3.2 Procedure for Sizing Grease Interceptors Table 8.3.2 is provided to show the standard formula in steps for sizing grease interceptors to suit requirements of specific fixtures. An example of this sizing formula application is included to illustrate the steps. Table 8.3.2 Procedure for Sizing Grease Interceptors Steps Formula Example 1 Determine cubic content of fixture. Multiply length x width x depth. A sink 48" long by 24" wide by 12" deep. Cubic content 48 x 24 x 12 = 13,824 cubic inches. 2 Determine capacity in gallons. 1 gal. = 231 cubic inches. Content in gallons. 13.824 = 59.8 gallons 231 3 Determine actual drainage load. The fixture is normally filled to about 75% of capacity with water. The items being washed displace about 25% of the fixture content, thus actual drainage load = 75% of fixture capacity. Actual drainage load .75 X 59.8 = 44.9 gallons. 4 Determine flow rate and drainage period. In general, good practice dictates a 1 minute drainage period: however, where conditions permit, a 2 minute drainage period is acceptable. Drainage period is the actual time required to completely drain the fixture. Flow rate = Actual Drainage Load Calculate flow rate for 1- minute period: jg,,,2 = 44.9 GPM Flow Rate t for 2- minute period: 44.9 = 22.5 GPM Flow Rate 2 Drainage Period 5 rate Select Interceptor. From Table 1 select Interceptor which corresponds to the flow rate calculated. Note: Select next larger size when flow falls between two sizes listed. Select Interceptor. For 1- minute period — 44.9 GPM requires PDI sue 50. For 2- minute period — 22.5 GPM requires PDI size 25. 1 S• Standard PDI -G101- Testing and Rating Procedure for. Grease Interceptorst 8.3.3 Sizing by known compartment sizing Table 8.3.3 is included as a selection chart for standard PDI Certified grease interceptors applicable to various size fixtures commonly used in domestic, commercial and institutional installations. The selections listed are based on the sizing formula covered in Table 8.3.2 by GPM. Table 8.3.3 Selection Chart (Metric Equivalents Omitted for Simplicity) Fixture Compartment Size (inches) Number of Compartments Drainage Load (Gallons) Recommended PDI Size Grease Interceptor 1- minute Drainage period 2- minute Drainage period 18x12x6 1 4.2 7 4 16x14x8 1 5.8 7 4 20x18x8 1 9.4 10 7 18 x 16 x 8 2 15.0 15 10 20x18x8 2 18.7 20 10 30x20x8 1 15.6 20 10 24x20x12 1 18.7 20 10 22x20x8 2 22.9 25 15 22 x 20 x 12 2 34.3 35 20 24 x24 x 12 2 44.9 50 25 22 x20 x12 4 68.6 75 35 24 x24 x12 4 89.8 100 50 8.4 Dishwashers A separate grease interceptor is recommended for each commercial dishwasher. The size of the interceptor is determined by the GPM discharge rate of the dishwasher as specified by the manufacturer. Select proper interceptor of equivalent or next higher rate from Table 8.3.2. 8.5 Multiple Fixtures Where multiple fixtures are served by a single interceptor calculate the interceptor size per section 8.3.1 or, calculate the capacity of each fixture and total the fixture capacities up, or establish the total capacity of the maximum number of fixtures that may be drained simultaneously. Then using the GPM capacity calculated proceed with sizing of the interceptor to the nearest PDI size, larger than the calculated capacity based on a one minute or two minute drain down time. Standard PD1 -1; 101= Testing and Rating Procedure for Grease, Interceptor ZURN Z1172 -E LARGE CAPACITY GREASE INTERCEPTORWITH EXTENSION SPECIFICATION SHEET TAG GI -1 Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice 'D' I EXTENSION S SPECIFIED INLET 'F' G =WIDTH OF BODY OUTLET HEX HEAD SET SCREW — REMOVE SCREWS TO USE LIFT HANDLES, REPLACE SCREWS ONCE COVER IS IN PLACE AND HANDLES ARE REMOVED. ** Location of inlet must be maintained at the 'D' dimension listed for each size. Size Inlet/ Outlet Size** Flow Rate GP.M. [L] Capacity Approx. Wt. Lbs. [kg] Dimensions in Inches Water Gal. [L] Grease Lbs. [kg] No. of Cover C # D/E F G 900 3 [761 75 [284] 65 [246] 150 [68] 1 316 [143] 22 3/4 [578] 18 1/2 [470] 36 (914] 28 5/8 [727] 1000 100 [378] 110 [416] 200 [91] 408 (185] 27 [686] 23 [584] 42 3/4 [1086] 33 5/8 [854] 1100 125 [472] 150 [567] 250 [114] 2 749 [340] 301/8 [765] 241/2 [622] 491/4 [1251] 40 [1016] 1200 4 [102] 150 [567] 195 [737] 300 (136] 856 [389] 30 3/4 [781] 25 1/4 [641] 56 [1422] 41 5/8 (1057) 1300 200 [756] 270 [1021] 400 [182] 1016 [461] 351/2 (902] 297/8 [759] 61 [1549] 435/8 [1108] 1400 5 [127] 250 [945] 465 [1758] 500 [227] 1384 [628] 41 [1041] 36 [914] 71 [1803] 515/8 [1311] 1500 300 [1134] 665 [2514] 600 [272] 1770 [804] 461/4 [1175] 39 5/8 [1006] 80 [2032] 58 5/8 [14891 1600 6 [152] 350 [1323] 865 [3278] 700 (318] 2096 [951] 501/2 [1283] 437/8 [1114] 87 [2210] 635/8 [1616] 1700 400 [1512] 1095 [4139] 800 [363] 3 2440 [1108] 54 1/4 [1378] 475/8 [1210] 94 [2388] 67 [1702] 1800 450 [1701] 1280 [4838] 900 [409] 2710 [1230] 55 1/4 [1403] 485/8 [1235] 100 [2540] 72 [1829] 1900 500 [1890] 1440 [5443] 1000 [454] 2857 (1297] 57 1/4 [1454] 51 5/8 [1311] 104 [2642] 74 [1880] ENGINEERING SPECIFICATION: ZURN Z1172 -E Large capacity Acid Resistant Coated interior and exterior fabricated steel grease interceptor, rated at GPM and _ Lbs. grease capacity, with internal air relief by -pass, bronze cleanout plug and visible double wall trap seal with removable pressure equalizing/ flow diffusing baffle. Gasketed non -skid secured cover with removable lift handles, complete with flow control fitting. Acid resistant coated interior and exterior fabricated steel extension section built integral to the interceptor body (Specify "C" Dimension Required). Regularly furnished with inlet and outlet in high position. OPTIONS (Check/specify appropriate options) PR ?FIXES Z Acid Resistant Coated Fabricated Steel* - ZS All Type 304 Fabricated Stainless Steel SUFFIXES -AL Aluminum cover - -HD Heavy duty traffic cover rated at 10,000 lbs. [4536 kg.] maximum safe live Toad. - -K Anchor flange 1 3/4 [44] down from top and 2 [51] wide. No additional extension is required. -KC Anchor flange 1 3/4 [44] down from top and 2 [51] wide with clamp collar. No additional extension is required. ✓ -L Angle type (Z1108 -L) flow control device. # 'C' Dim's shown are standard interceptor heights. Add extension height needed to obtain overall 'C' as specified 'REGULARLY FURNISH ED UNLESS OTHERW ISE SPECI FIED ZURN INDUSTRIES, INC. ♦ SPECIFICATION DRAINAGE OPERATION ♦ 1801 Pittsburgh Ave. • Erie, PA 16514 Phone: 8141455-0921 ♦ Fax: 814\454-7929 ♦ World Wide Web: www.zum.com In Canada: ZURN INDUSTRIES LIMITED ♦ 3544 Nashua Drive ♦ Mississauga, Ontario L4V1L2 ♦ Phone: 9051405.8272 Fax: 9051405 -1292 REV. A DATE: 06/28/06 C.N. NO. 95268 DWG. NO. 59398 PRODUCT NO. Z1172 -E ZURN® Z1108, 1108L FLOW CONTROL FOR LARGE CAPACITY INTERCEPTORS SPECIFICATION SHEET TAG Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice WHEN ANGLED FLOW CONTROL IS REQ'D. REMOVE THE PLUG AND REINSTALL WHERE SHOWN CLEANOUT PLUG �-- 'A' NPT OUTLET A PIPE SIZE B 75 C 2 1/4 D 100 E 2 1/4 4 [100] 8 1/16 [205] 9 1/8 [232] 5 3/16 [97] 2 1/4 [57] 5 [125] 9 5/8 [244] 10 5/16 [262] 6 1/8 [156] 2 3/8 [60] 6 [150] 11 1/4 [286] 11 15/16 [303] 7 1/8 [181] 2 9/16 [65] VENT & AIR INTAKE CONNECTION Trap Flow Rate Size /GPM Standard Size Orifice Inches* 75 [284] 2 1/4 [57] 100 [378] 2 1/4 [57] 125 [473] 2 5/8 [67] 150 [567] 2 5/8 [67] 200 [756] 31 /4 [83] 250 [945] 3 1/4 [83] 300 [1134] 4 [102] 350 [1324] 4 [102] 400 [1512] 41/2 [114] 450 [1701 ] 41 /2 [114] 500 [1890] 4 7/8 [124] *WITH 1' [305] (ONE FOOT OF HEAD) ENGINEERING SPECIFICATION: ZURN Z1108, 1108L Sani- Coated cast iron body and plug. PLUG Flow control is installed in line between fixture and grease interceptor. Its function is to regulate the flow so that it will not exceed the flow rate capacity of the grease interceptor, thus insuring foolproof operation and maximum efficiency. An air intake (or vent) must be used to insure proper operation of interceptor. *Orifice diameter varies according to size of greaseptor furnished. 'REGULARLY FURNISHED UNLESS OTHERWISE SPECIFIED REV. C DATE: 1/19/10 C.N. NO. 110603 DWG. NO. 63967 PRODUCT NO. Z1108,1108L ZURN INDUSTRIES, LLC. • SPECIFICATION DRAINAGE OPERATION ♦ 1801 Pittsburgh Ave. ♦ Erie, PA 16514 Phone: 814/455-0921 ♦ Fax: 814/454-7929 • World Wide Web: www.wm.com In Canada: ZURN INDUSTRIES LIMITED ♦ 3544 Nashua Drive ♦ Mississauga, Ontario L4V1L2 ♦ Phone: 905/405-8272 Fax: 905/405 -1292 C Department of Community Development Jack Pace, Director City of Tukwila Jim Haggerton, Mayor December 6, 2012 Jim Thomas 5005 Third Ave S Seattle, WA 98134 RE: Correction Letter #2 Plumbing /Gas Piping Permit Application Number PG12 -182 Boeing #9-101 — 9725 East Marginal Wy S Dear Mr. Thomas, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Departments. The Public Works Department has no comments at this time. Building Department: Dave Larson at 206 431 -3678 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sin e ely, fer Marshall t Technician e File: PGI2 -182 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo #2 Date: December 6, 2012 Project Name: Boeing #9 -101 Cafeteria Permit # PG12 -182 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 calculation sheets shall be stamped and signed. 1. Per discussion with the engineer, two documents were to have been provided by McKinistry that were not included in the response to my review memo. PL -L01 and the model and manufacturers specs for the backflow devices. Please provide two copies of each of these documents. Should there be questions concerning the above information please contact the Building Division at 206 - 431 -3670. • Harris Group Inc. November 26, 2012 Dave Larson Senior Plans Examiner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Reference: The Boeing Company Building 9 -101 — 9725 East Marginal Way S HGI Plumbing Correction Letter #1 Response to Building Division Review Memo Permit Application Number PG12 -182 HGI Project No.: 12469.00 • cirRECEIVED UWIL 4 NOV 282012 Dear Dave: PERMIT CENTER We have reviewed your correction letter comments on the subject project dated October 11, 2012. The comments are listed below with our response. 1. Construction note #5 on sheet 2M461 references drawing 9- 101- FS2A450, indirect wastes. I could not find this drawing. Please include all pages pertinent to this project and referenced plans. Response: Construction note #5 should have referenced Sheet FS2A452. We have attached Sheets FS2A452, FS2A500, FS2A501 and FS2A502 for reference. 2. Please provide the model and manufacturer's specs on all new backflow devices. Response: The model and manufacturer's specifications for the new backflow devices are attached. 3. Please provide the model and manufacturers specs for the new grease interceptor. Also provide the calculations for sizing per the Uniform Plumbing Code. Note that the interceptor for this project is required to be sized based on a one minute drain flow. Response: The model and manufacturer's specifications and calculations per UPC 2009 and a one minute drain flow for the grease interceptor are attached. 4. Please provide a total fixture count for the sanitary waste system per Chapter 7 of the Uniform Plumbing Code. The new system is shown as tying into an existing 4 inch line. Show current loading on this existing line and show that it has enough free capacity to handle the new loads. Response: A total drainage fixture count for the new sanitary waste and grease waste systems are 96 D.F.U. Current loading on the existing sanitary lines is 139 D.F.U. Comparing the total of 235 D.F.U. for current plus new loading to allowable 256 D.F.U. (allowable loading on vertical 4" diameter drainage line per Table 7 -5 of Communications: Phone: (206) 494 -9400 Fax (206) 494 -9500 www.harrisgroup.com Office: 300 Elliott Aveune W. Suite 500 Seattle, WA 98119 .1- Mr. Dave Larson Senior Plans Examiner November 26, 2012 Page 2 • • UPC 2009.) indicates that the existing 4" line is adequate to handle current drainage plus new loading. Summary sheet attached. The Grease Interceptor location has been changed since the original permit submittal. Drawing 1M457 has been revised and replaced in the permit set. Drawings UGM119 and 1M119 will be removed from the permit set. 5. A vent line that is below the flood rim of a fixture cannot converge with another vent until it is 6" above the flood rim of the fixture it serves. Please revise plans as necessary. See Section 905.3 of the UPC. Response: The attached drawing (McKinstry Plumbing Plan PL -L01) shows combined waste and vent for selected waste lines allowed per section 910.0 and Appendix B of the UPC. 6. Please take a look at pages 2M119, 2M118, 2M112, 1M112 and M1a. They appear to be of no value to this plumbing permit and if you agree, they should be removed. They may show small portions of the space but they do not include plumbing details. The plumbing details are better detailed on other pages. Response: We agree that pages 2M119, 2M118, 2M112, 1M112 and M1a do not include plumbing details relevant to this permit submittal. Drawings will be removed from the permit set. Attached are referenced drawings and documents as noted. Please do not hesitate to call me at 206.494.9498 or Steve Lusk at 206.494.9518 if you have any further questions. Very truly yours, Harris Group Inc. Kathleen Dabundo, PE Mechanical Engineer Enclosures: Copies of documents referenced. cc: SEL, File, Boeing — Roger Cecil, John Murdoch October 16, 2012 Jim Thomas 5005 Third Ave S Seattle, WA 98134 City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director ** UPDATED RE: Correction Letter #1 (Revised) Plumbing/Gas Piping Permit Application Number PG12 -182 Boeing #9-101 — 9725 East Marginal Wy S Dear Mr. Thomas, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Departments. The Public Works Department has no comments at this time. Building Department: Dave Larson at 206 431 -3678 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. encl File: PG12482 6300 Southcenter Boulevard, Suite #100 • Tukwila,. Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 • ** UPDATED Building Division Review Memo Date: October 16, 2012 Project Name: Boeing #9 -101 Cafeteria Kitchen Permit # PG12 -182 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan 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 calculation sheets shall be stamped and signed. 1. Construction note #5 on sheet 2M461 references drawing 9- 101- FS2A450, indirect wastes. I could not find this drawing. Please include all pages pertinent to this project and referenced in the plans. 2. Please provide the model and manufacturers specs on all new backflow devices. 3. Please provide the model and manufacturers specs for the new grease interceptor. Also provide the calculations for sizing per the Uniform Plumbing Code. Note that the interceptor for this project is required to be sized based on a one minute drain flow. 4. Please provide a total fixture count for the sanitary waste system per chapter 7 of the Uniform Plumbing Code. The new system is shown as tying into an existing 4 inch line. Show current loading on this existing line and show that it has enough free capacity to handle the new loads. 5. A vent line that is below the flood rim of a fixture cannot converge with another vent until it is 6 inches above the flood rim of the fixture it serves. Please revise plans as necessary. See section 905.3 of the UPC. 6. Please take a look at pages 2M119, 2M118, 2M112, 1M112 and M 1 a. They appear to be of no value to this plumbing permit and if you agree, they should be removed. They may show small portions of the space but they do not include plumbing details. The plumbing details are .better detailed on other pages. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. Page2of2 C �J��IILA �'4s, �� r Department of Community Development Jack Pace, Director 1908 City of Tukwila Jim Haggerton, Mayor October 12, 2012 Jim Thomas 5005 Third Ave S Seattle, WA 98134 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG12 -182 Boeing #9-101 — 9725 East Marginal Wy S Dear Mr. Thomas, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Departments. The Public Works Department has no comments at this time. Building Department: Dave Larson at 206 431 -3678 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. 1 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. Sine rely, J all ian enc File: PGI2 -182 sae W:\Permit Center \Correction Letters \2012\PG12 -I82 Correction Letter #I.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: October 11, 2012 Project Name: Boeing #9 -101 Cafeteria Kitchen Permit # PG12 -182 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 calculation sheets shall be stamped and signed. 1. Construction note #5 on sheet 2M461 references drawing 9- 101- FS2A450, indirect wastes. I could not find this drawing. Please include all pages pertinent to this project and referenced in the plans. 2. On sheet 2M119, an air admittance valve is shown to vent a drain pump (sewage ejection pump). Sewage ejection sumps need vent air to flow in both directions to function properly. Please show this fixture as vented to roof. Please note, we do not permit air admittance valves unless it is absolutely impractical to vent to roof. 3. Please provide the model and manufacturers specs on all new backflow devices. 4. Please provide the model and manufacturers specs for the new grease interceptor. Also provide the calculations for sizing per the Uniform Plumbing Code. Note that the interceptor for this project is required to be sized based on a one minute drain flow. 5. Please provide a total fixture count for the sanitary waste system per chapter 7 of the Uniform Plumbing Code. The new system is shown as tying into an existing 4 inch line. Show current loading on this existing line and show that it has enough free capacity to handle the new loads. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. PEONT CO D C 'If PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -182 DATE: 12 -07 -12 PROJECT NAME: BOEING #9- 101 - CAFETERIA SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: � I� Bifilding Division Public Works ❑ Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -11 -12 Complete Comments: Incomplete ❑ Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01- 08-13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 SERINIT CORD COPY., PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -182 DATE: 11/28/12 PROJECT NAME: BOEING #9 -101 - CAFETERIA SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: 06-0(k t9—'4 Iti Building Division Public Works Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ` ] Incomplete ❑ DUE DATE: 12/04/12 Not Applicable ❑ Comments: PermitjCenter<,Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 141 REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 01/01/13 tLi Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) in Notation: REVIEWER'S INITIALS: DATE: Permit? Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: fal Bldg,i Fire ❑ Ping ❑ PW ❑ Staff Initials: • PE° itri .t� Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -182 DATE: 10 -04 -12 PROJECT NAME: BOEING #9 -101 CAFETERIA KITCHEN SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENT Boikiing Division ubllicW6rks Fire Prevention Structural Planning Division n Permit Coordinator of DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-09-12 Complete iRr Incomplete ❑ Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11 -06-12 Approved ❑ Approved with Conditions ❑ Not Approved (attach'comments) ix Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 City* Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (� Plan Check/Permit Number: Response to Incomplete Letter # Response to Correction Letter # a ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revision: c\-\0\ c r+ Phone Number: `DWG - ?L- ,D-i_ stCriVED PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev' ion Received at the City of Tukwila Permit Center by: N-- Entered in Permits Plus on (�= —( H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal dot Revised: May 2011 CAf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 c� U g Plan Check/Permit Number: "PlS \ a ' 1 a ❑ Response to Incomplete Letter # 0, Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: �� ; � ' !7 1 (A ( A- Project Address: -1 a fj� 5 t M1 11 ,- A-` Li A Contact Person: Ph A- ,�--, ,o S �t�-} ra one Number: Summary of Revision: ,c_Led \e_U-eC NOV 2 8 2012 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: '1. Entered in Permits Plus on U H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 Contractors or Tradespeople P nter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I 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 MCKINSTRY CO LLC UBI No. 602569922 Phone 2067623311 Status Active Address Po Box 24567 License No. MCKINCL942DW Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/16/2006 State WA Expiration Date 3/16/2014 Zip 98134 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JL LYDIG + MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2014 Active WESTVI'121RF WESTVENT INC Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN "372ND MCKINSTRY CO Construction Contractor General Unused 8/20/1963 1/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D Agent 03/16/2006 Bond Amount ALLEN, DEAN CHARLES Partner /Member 03/16/2006 929519469 MOORE, DOUGLAS JAMES Partner /Member 03/16/2006 ALLEN, DAVID EDWARD Partner /Member 03/16/2006 WESTERN SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 Western Surety Co 929519469 03/01/2011 Until Cancelled 01/23/2012 $12,000.00 02/24/2011 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.0009/02 /2010 1 TRAVELERS CAS & SURETY CO 104702039 01/03/2006 Until Cancelled 03/01/2011 $12,000.00 03/16/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Zurich American Ins Co GLA-3999903 01/31/2012 01/31/2013 $2,000,000.00 12/16/2011 4 ZURICH AMERICAN INS CO GLA3999903 01/31/2011 01/31/2012 $2,000,000.00 12 /20/2010 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.00 12/07/2009 2 ZURICH AMERICAN INS CO CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 1 DTC052D7193C0F07 01/31/2006 01/31/2009 $1,000,000.00 01/08/2008 https://fortress.wa.gov/lni/bbip/Print.aspx 12/17/2012 A I I L_J ( 75 SLEEVE THRU -1 1 -3 WALL (BY PLUM DIV) \�i \JlJ ) I11 76 111111111 1 5 2 WATER WASH DRAIN SEE DETAIL "1" SHEET FS2A503. ( 51 26 62 13 Illuuun - is 1un11g1II 45 59 93 94 ( 15 WATER WASH DRAIN SEE DETAIL "1" SHEET FS2A503. ( 52 15 59 93 128 ( 51 0- 0 0 0 >( s/Jsion. =1._.1= I �3 1 SLEEVE THRU WALL (BY . PLUM DIV) 110 , 111' 1 _ NOTE: ° PLUMBING REQUIREMENTS i FOR JANITOR SINK AND 6 FAUCET (BY PLUM DIV) 0 ( 1os 155 158 160 9 111111 ,.11 11 ( 152 ( 147 ) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tu iIa 1 BUILDIN VISION SEPARATE PERMIT REQUIRED FOR: Mechanical x Electrical 0 Plumbing CGas Piping City of Tukwila 1 BUILDING DIVISION E \ LARDED FOOD SERVICE PLA\ PLU SCALE: 1 /4 = 1'— " VBI\ 2Al2, 2A13, 2A18, 2A19 JFS2A450 1423 145 141 142 3 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 submlllsl and may include additional plan dew fort 0 0 PC7 12- CORRECTION SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 CAFETERIA IFP 2 CAFETERIA IFC 3 CAFETERIA - ECN #1 PERMIT COMMENTS 12254733 12254733 12254733 CA CA CA BH BH BH 06.04.12 06.18.12 10.22.12 Q� BOE /NG' o-- ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN K. LOEPFE DATE 06.04.12 CHECKED B. HALL 06.18.12 SUBTITLE LEGE \D NOT USED GE I\ ERAL \ OTES NOT USED REFERE \CE 09- 101— FS2A500 09- 101— FS2A501 09 — 101— FS2A502 09- 101— FS2A503 09- 101— FS2A504 09- 101— FS2A505 09- 101— FS2A506 09- 101— FS2A507 09- 101— FS2A508 09- 101— FS2A509 09- 101— FS2A510 09- 101— FS2A511 09 — 101— FS2A512 09- 1 01— FS2A513 09- 101— FS2A514 DRAM \GS UTILITY SCHEDULE UTILITY SCHEDULE UTILITY SCHEDULE NOTES AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS ELEVATIONS AND DETAILS EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING EXHAUST HOOD ENGINEERING REFRIGERATION ENGINEERING C0 \STRUCTIO\ \ OTES NOT USED FILE COPY Pernnit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copyyndcondigas Is-acknowledged: By. V �" (�- City Of Tukwila BUILDING DIVISION 4' 2' RECEIVED CITY OF TUKWILA NOV 2 8 2012 PERMIT CENTER 2' 4' <1 2. SCALE: 1/4"=1'-0" ECN #1 CLEVENGER FOODSERVICE, BAKERY t 01$$ARYANDLAUNDRY DESIGN i CONSULTING INFO@CI. NGEPASSOG.COM. 7111,0074 it 11803101ST AVE CTE, SUITE 303 PUYN.LUP,W H 1GTON9837 t 3) 417614 Fk7S1 184 4435. SEATTLE MENYORK.PHWPPINES 108NACI,EVENGERAS130.C,C0M ENLARGED PLAN - PLUMBING CONNECTIONS IfflHarris Group Inc. Engineering Solutions for o Better World to 12469.00 ® www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 10.22.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 SHEET FS2A452 JOB NO. 12254733 COMP NO. DEV. CENTER, WA DWG N0. 09- 101— FS2A450 E Q U I P M E N T S C H E D U L E R ITEM QTY DESCRIPTION VOLTS PH AMPS KW HP ELE TYPE AFF ELECTRICAL COMMENTS HW AFF HW GPH CW AFF WST TYPE DIA AFF GAS MBTU DIA AFF STM SUP STM RET CAP. LB HR PSIG AFF PLUMBING COMMENTS EXH. SIZE CFM S.P. SUP. SIZE CFM S.P. VENTILATION COMMENTS 1 1 WALK -IN FREEZER 120 1 4.0 DIR STUB DOWN, SEE DETAIL 5 SHEET FS2A503 FOR WIRING DIAGRAM 2 1 UNIT COOLER (FREEZER) ) 208 1 DIR STUB DOWN. 5 COLOR CODED WIRES TO REF. RACK. SEE DETAIL "5" SHEET FS2A503. 1" 3 7 WALK -IN SHELVING DUNNAGE RACK 4 2 5 1 BLAST CHILLER 208 3 8.6 JBOX 84" CONDENSATE EVAPORATOR VENTILATION REQUIRED TO EXHAUST 20 MBTU BY MECHANICAL DIVISION 6 1 BRAISING PAN (30 GAL.) 1.20 1 1.4 REC 18" 125 3/4" 18" 7 1 FLOOR TROUGH AND GRATE HUB 3" VERIFY DRAIN SIZE W ENGINEER, TRAP BELOW FLOOR 8 1 FILL FAUCET 1/2" 48" 1/2" 48" 9 1 (2) BURNER RANGE 60 1" 24" - PROVIDE QUICK DISCONNECT 10 2 WATER FILTER ■ -- -- 3/4" CONNECTIONS, 1 © 54 , 1 0 72 , RUN) 11 1 COMBI -OVEN (DOUBLE) 120 1 9.5 REC 2 CQNNF.)CTIONS," 1 24.(1 ®48 (2)@3/4" FS (' )01 1 / ," 91 (' )03/ "36" RUN FROM ITEM 0, OTTER FILTER. 12 1 STAINLESS STEEL WALL FLASHING 13 1 CONVECTION OVEN (DOUBLE) 120 1 6.0 REC 2 24QN�� T® �p 1 120 3/4" 24" DISCONNECTS K 14 1 PROOFING CABINET 120 1 16.7 REC 18" 15 1 EXHAUST HOOD W MAKE -UP AIR / 120 1 5.0 DIR STUB DN., LIGHTS, AUTOSTART CON. FROM ITEM V.. EXHAUST HOOD CONTRO CABINET, INTERLOCK WITH FAN BY ELECTRICAL DIV., SEE SHEET FS2A508. FS 2" PANE0(WATER WASH) SEE SHEET FS24508CONTROL 12" X 23" 2815 1.12 2)©10 "X14 845 EA. 0.11 THROUGHITFS2A51A307 16 - SPARE NUMBER 17 - SPARE NUMBER 18 - SPARE NUMBER 19 1 DOUGH SHEETER 120 1 8.8 REC STUB UP TO F MOUNT REC �� ITEM 21IXTURE , WORKTABLE 20 1 MOBILE DOUGH SHEETER TABLE 21 1 WORKTABLE 120 1 15.0 REC STUB UP TO FIXTURE MOUNT REC. CONVENIENCE OUTLET 22 1 UTENSIL RACK 23 5 INGREDIENT BINS 24 1 POT SHELVING 25 1 UTENSIL RACK 1 POT WASHING SINKS (2)03/4" 12" 90 (2)03/4" 12" FS (3)02" 26 27 1 POT SHELVING ® 28 1 FIRE SUPPRESSION SYSTEM 120 1 2.0 DIR STUB DOWN, CONDUIT RUN ABOVE CEILING. POWER REQUIRED IF ELECTRONIC GAS SHUT OFF VALVE IS USED. 29 - SPARE NUMBER 30 31 1 1 FIRE SUPPRESSION SYSTEM SOILED DISHTABLE ASSEMBLY (W/ QUICK DRAIN) 120 1 ® 2.0 DIR' ® ® STUB DOWN, CONDUIT AS RUN ABOVE CEILING. S U POWER REQUIRED IF ELECTRONIC GAS SHUT OFF VALVE IS USED. 1/2" -- 12" 30 1/2" ® 1 1/2" -� QUICK DRAIN EE C.W. TO ITEM A-049, DISPOSER 32 1 PRE RINSE • 33 1 DISPOSER W/ CONTROL 208 1 12.1 JBOX 18" 1/2" DIR 2" 10" TEE CW ITEM 32, PRE -RINSE FAUCET 34 1 VENT DUCT 4" ' X 16" 200 35 1 CONVEYOR WARE WASHER W/ BOOSTER 208 3 104.0 JBOX 66" Mar CONNECTION 3/4" 72" 112 1 /2" 12" FS 1 1 /2" PROVIDE 140 DEG. HW. CW DRAIN TEMPERING KIT 36 1 VENT DUCT 4" X 16" 400 37 1 CLEAN DISHTABLE 38 2 WALL SHELF REV CODE EVVED " COMP L' OR ' . I, s 4 s ° ° • 1 JANITOR STORAGE SHELVING 39 1 MOP AND BROOM RACK W /SHELF D 40 41 8 STORAGE SHELVING 42 1 SLIDING SHELVING SYSTEM (4 TIER/ 74" POSTS) 43 3 1 DUNNAGE RACK NG n IStOM FIRE SUPPRESSION SYSTEM 120 1 2.0 DIR STUB DOWN, CONDUIT RUN ABOVE CEILING. POWER REQUIRED IF ELECTRONIC GAS SHUT OFF VALVE IS USED. BUt 44 1 COUNTER W/ SINK & DRIP TROUGH 1 /2" 20 1 /2" 12 FS 1 1 /2" 45 FS 1/2" 46 1 120/220 1 31.3 REC 48" REQ!RWITH VENDOR UND, VERIFY 1/2" 48" REQ. WITH VENDOR VERIFY •• u!.. ,n. 1a. • ww.Y..wR.'IFAwi kIrMw. v. r .w.. . .. ... .. COFFEE MAKER (BY VENDOR) 1 47 POT SHELVING 48 1 MOBILE SLICER TABLE „w .....,., .� 1 120 1 6:0 REC 48" 49 SLICER 50 2 WALL SHELF t..... 1 WORKTABLE W /SINK 1/2" 12" 20 1/2" 12" FS 1 1/2" 51 1 HAND SINK W/ ELECTRONIC FAUCET 120 1 2.0 REC 18 " ELECTRONIC FAUCET 1/2" 24" 5 1 /2" 24" DIR 1 1 /2" 18" 52 53 1 120 1 2.0 DIR STUB ELECTRONIC CONDUIT AS RUN ABOVE VALVE CEILING. POWER REQUIRED IF ELECTRONIC GAS SHUT OFF VALVE IS USED. _ FIRE SUPPRESSION SYSTEM 1 MOBILE MIXER TABLE 54 1 MIXER (20 QT.) 120 1 8.0 REC STUB UP TO FIXTURE MOUNT REC ®ITEM 21, WORKTABLE 55 56 1 FOOD PROCESSOR 120 1 7.5 REC 48" SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 CAFETERIA — IFP CAFETERIA - IFC 12254733 12254733 CA CA BH BH 06.04.12 06.18.12 przwyrAw ° ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. LOEPFE CHECKEb B. HALL ENGINEER DATE 06.04.12 pG 06.18.12 SUBTITLE UTILITY SCHEDULE CLEVENGER TWOCIlingi FOOCSSRVICI, RY, 14w:#9 CTF.sUtrs is DESIGNJCONSIILTING t??i1 �74riFAict4.!s10.0s5 wF -- - it FtAS-st Gt OM QC.C�,MNES.i, RECtiVE CITY OF TUKWI1r,A NOV 2 8 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION Harris Group Inc. Engineering Solutions for o Better Wald ® 12469.00 ® www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 CHECKED APPROVED APPROVED TITLE FOOD SERVICE MASTER CAFETERIA BUILDING 09 -101 DEV. CENTER, WA SHEET FS2A500 JOB N0. DWG NO. 12254733 COMP NO. 09- 101— FS2A500 SYM REVISION 1 CAFETERIA - IFP 12254733 BY CA APPROVED. BH 2 CAFETERIA - IFC 12254733 CA BH DATE 06.04.12 06. 18.12 SYM REVISION APPROVED DATE �BOE /Na' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. LOEPFE CHECKEb B. HALL ENGINEER "PG DAT 06E .04.12 06.18.12 SUBTITLE UTILITY SCHEDULE 02, CkEVENGER I;OOOSRRVICF, BAKERY, COMMISSARY AND [ AUNDRY D SIONICONSULTNG .j]. 1i 31a151gvvcrE fiORE • a sw u ro1raa3rs; 050at•re11 FAX (253) F4 1435 seu OCWY HOr*ia.IPPINEX .EvENoEo: RECEIVED CITY OF TUKWILA NOV 2 8 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION INHarris Group Inc. Engineering Solutions for a Better Wald • 12469.00 ® www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 CHECKED APPROVED APPROVED TITLE CAFETERIA BUILDING 09 -101 FOOD SERVICE MASTER =HEETFS2A501 JOB NO. 12254733 COMP NO. DEV. CENTER, WA DWG N0. 09- 101- FS2A501 E Q U I P M E N T S C H E D U L E R ITEM QTY DESCRIPTION VOLTS PH AMPS KW HP ELE TYPE AFF ELECTRICAL COMMENTS HW AFF HW GPH CW AFF WST TYPE DIA AFF GAS MBTU DIA AFF STM SUP STM RET CAP. LB /HR PSIG AFF PLUMBING COMMENTS EXH. SIZE CFM S.P. SUP. SIZE CFM S.P. VENTILATION COMMENTS 57 2 WALL SHELF 58 1 WORKTABLE W /SINKS 1/2" 12" 40 1 /2" 12" FS 1 1/2" 59 1 EXHAUST HOOD CONTROL PANEL (WATER WASH) 120 1 10.0 DIR STUB DN. WITHIN WALL. WIRING TO EXHAUST HOODS, FANS, AUTOSTART, FIRE SUPPRESSION AND REMOTE SOLENOIDS BY ELECT. DIV. SEE SHEET FS2A513. 1 " „ 36 FS 1 " PROVIDE 140 DEG. HW, CONN. WITHIN WALL, 10GPM, 6 MIN. CYCLE EACH HOOD. SEE SHEET FS2A513. 60 - SPARE NUMBER 61 1 WATER FILTER 1/2" 72" RUN ICE MAKERE(CUBE)TEM 62 1 FLOOR TROUGH AND GRATE HUB 3" ENGR., TRAP BELOW FLOOR 64 1 ICE BIN W/ TRANSPORT CARTS FS 1" 65 1 ICE MAKER (CHEWBLET 1000 LBS) 208 1 11.0 JBOX 78" 1 /2" FS 3/4" COLD WATER FROM ITEM 61, WATER FILTER VENTILATION REQUIRD TO EXHAU MBTU S PER HOUR BY MEE DIV 11.3 66 1 HAND SINK W/ ELECTRONIC FAUCET 120 1 2.0 REC 18" ELECTRONIC FAUCET. 1 /2" 24" 5 1 /2 24" DIR 1 1 /2" 18" 67 1 WALK -IN COOLER 120 1 4.0 DIR STUB DOWN; SEE DETAIL 5 SHEET FS2A503 FOR WIRING DIAGRAM 11 WALK -IN SHELVING 68 2 DUNNAGE RACK 69 70 2 UNIT COOLER (COOLER) 120 1 4.0 DIR STUB DOWN. SEE DETAIL SHEET FS2A503 FOR WIRING DIAGRAM AM FS 1" 71 - SPARE NUMBER 72 1 CONVEYOR TOASTER (FUTURE) 208 1 10.7 REC 48" 73 1 HOT WATER DISPENSER 120/208 1 12.4 REC 48" 1/2" 48" FS 1/2" RUN CW THRU FILTER 1 REACH -IN ICE CREAM CABINET 120 1 6.4 REC 18" CONDENSATE EVAPORATOR 74 1 DROP -IN SINK 1/2" 12" 5 1/2" 12 FS 1 1/2" 75 76 - SPARE NUMBER 77 1 DRIP TROUGH FS 1 1/2" ' e FOR 78 3 THERMAL SERVER (BY VENDOR) r r PLIANC.�' 79 1 . ESPRESSO MACHINE W /FILTER (BY VENDER) 208 1 REC 18" 2 P CONN., VERIF CIRCUIT EQ WITH VENDORS 1 /2" 18" FS 1 " REQ. WITH VENDOR VERIFY APP - s VED 80 1 COUNTERTOP REFRIGERATOR 120 1 4.0 REC 48" CONDENSATE EVAPORATOR DEC 1 2 2012 81 1 120 1 4.0 REC 48" CONDENSATE EVAPORATOR 1 COUNTERTOP REFRIGERATOR 82 1 1 CUTTING BOARD City o i Tukwila CONVEYOR TOASTER 208 1 10.7 REC 48" ; UILDIN �. DIVISIO 83 84 1 SERVERY COUNTER 85 1 REACH -IN FREEZER 120 1 9.4 REC 84" CONDENSATE EVAPORATOR VENTILATION REQ. TO EXHAUST 5.0 MBTU BY MECHANICAL DIVISION ® 1 86 1 COUNTER 87 1 FRYER W/ FILTER AND DUMP STATION 120 1 7.0 REC 18" FILTER 244 1" 24" PROVIDE QUICK DISCONNECT . 120 1 10.0 REC 18" ® ® 88 1 GRIDDLE (48 ") 120 1 1.0 REC 18" -- 120 3/4" DISCONNE TicK 89 1 REFRIGERATED EQUIPMENT STAND 120 1 12.0 REC 18" CONDENSATE EVAPORATOR 1 BROILER (36 ") ■ ® _--_® -- 114 3/4" 3/4 24" _® PROVIDE QUICK DISCONNECT 90 1 STAINLESS STEEL WALL FLASHING 91 92 1 (2) OPEN BURNER 60 3/4" PROVIDE QUICK DISCONNECT 93 1 EXHAUST HOOD W/ MAKE -UP AIR / 120 1 5.0 DIR STUB DN., LIGHTS AUTOSTART CON. FROM ITEM 59, EXHAUST HOOD CONTRO CABINET, INTERLOCK WITH FAN BY ELECTRICAL DIV., SEE SHEET FS2A509. FS 2 " HW CO N. FROM ITEM 59. EXHAUST HOOD CONTROL PANEL WATER WASH). SEE SHEET FS2A509. 12 X 23 " 2828 1.12 " 2)(�D10 X14 849 EA. 0.11 SEE SHEETS FS2A507 THROUGH FS2A513 94 1 COUNTER WITH SINK 1/2" 12" 10 1/2" 12 FS 1 1/2" 95 1 REACH -IN REFRIGERATOR 120 1 7.0 REC 84" CONDENSATE EVAPORATOR VENTILATION REQ. TO EXHAUST 5.0 MBTU BY MECHANICAL DIVISION 96 1 HEATED HOLDING CABINET 120 1 16.0 REC 24" 97 - SPARE NUMBER - SPARE NUMBER 98 - SPARE NUMBER 99 100 1 FRESH GRILL /CARVERY COUNTER 101 1 HEATED SHELF (DROP -IN) 120 1 6.5 REC STUB UP, WIRE TO FIXTURE MOUNT REC. 1 REFRIGERATED COLD PAN 120 1 4.0 REC STUB UP, WIRE TO FIXTURE MOUNT. REC. FS 1" 102 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 JBOX ® STUB UP. 5 CONN, 3 1.0 AMP, DISPLAY, 2 ®8.0 AMP WARM '. FIXTURE MOUNT JBOX. WIRE THRU NTRL. 103 1 HEATED SHELF (DROP -IN) 120 1 6.5 REC STUB UP, WIRE TO FIXTURE MOUNT REC, 104 1 REFRIGERATED COLD PAN 120 1 4.0 REC ®STUB STUB UP, WIRE TO FIXTURE MOUNT REC.. UP, WIRE TO FIXTURE MOUNT REC. �- 1 " --_ 105 1 HEATED SHELF (DROP -IN) 120 1 6.5 REC 106 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 JBOX STUB UP. 3 CON'. 2 ®1.0 AMP' DISPLAY, 1 ®8.0 AMP, WARM '. FIXTURE MOUNT JBOX. WIRE THRU NTRL. 107 1 120 1 6.3 REC STUB UP TO FIXTURE MOUNT REC. 108 PORTABLE CARVING STATION 1 120 1 2.0 REC 18" ELECTRONIC 1/2" 24" 5 1/2" 24" DIR 1 1/2" 18" 109 HAND SINK W/ ELECTRONIC FAUCET 110 1 COUNTER WITH SINK 1/2" 12" 10 1/2" 12" FS 1 1/2" CONDENSATE EVAPORATOR VENTILATION REQ. TO EXHAUST 5.0 MBTU BY MECHANICAL DIVISION 111 1 REACH -IN REFRIGERATOR 120 1 7.0 REC 84" 1 208 1 30.0 REC 48" 112 RAPID COOK OVEN 1 COUNTER 113 120 1 10.6 REC 84" CONDENSATE EVAPORATOR VENTILATION REQ. To EXHAUST 5.0 MBTU BY MECHANICAL DIVISION 114 1 ROLL -IN REFRIGERATOR 115 1 MOBILE TRAY RACK SYM REVISION 1 CAFETERIA - IFP 12254733 BY CA APPROVED. BH 2 CAFETERIA - IFC 12254733 CA BH DATE 06.04.12 06. 18.12 SYM REVISION APPROVED DATE �BOE /Na' ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. LOEPFE CHECKEb B. HALL ENGINEER "PG DAT 06E .04.12 06.18.12 SUBTITLE UTILITY SCHEDULE 02, CkEVENGER I;OOOSRRVICF, BAKERY, COMMISSARY AND [ AUNDRY D SIONICONSULTNG .j]. 1i 31a151gvvcrE fiORE • a sw u ro1raa3rs; 050at•re11 FAX (253) F4 1435 seu OCWY HOr*ia.IPPINEX .EvENoEo: RECEIVED CITY OF TUKWILA NOV 2 8 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION INHarris Group Inc. Engineering Solutions for a Better Wald • 12469.00 ® www.harrisgroup.com CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 CHECKED APPROVED APPROVED TITLE CAFETERIA BUILDING 09 -101 FOOD SERVICE MASTER =HEETFS2A501 JOB NO. 12254733 COMP NO. DEV. CENTER, WA DWG N0. 09- 101- FS2A501 E Q U I P M E N T S C H E D U L E R ITEM QTY DESCRIPTION VOLTS PH AMPS KW HP ELE TYPE AFF ELECTRICAL COMMENTS HW AFF HW GPH CW AFF WST TYPE DIA AFF GAS MBTU DIA AFF STM SUP STM RET CAP. LB /HR PSIG AFF PLUMBING COMMENTS EXH. SIZE CFM S.P. SUP. SIZE CFM S.P. VENTILATION COMMENTS 116 1 REFRIGERATED PIZZA PREP TABLE 120 1 14.0 REC 18" CONDENSATE EVAPOTATOR 117 2 PIZZA OVEN UTENSIL HOOKS 118 1 PIZZA OVEN 120 1 1.1 JBOX 18" 188 3/4" 18" 119 1 EXHAUST HOOD 7 /2" X 7 1 2 "685 0.80 SEE SHEETS FS2A507 THROUGH FS2A513 HANDSINK W/ SOAP &TOWEL DISPENSER •iUmUv'mUviUUUi2" 18" MODEL:OHWBEMP SPARE NUMBER II III 111111 III II. "Inelr 124 - SPARE NUMBER 125 1 PORTABLE HEATED SHELF 120 1 3.8 REC STUB UP TO FIXTURE MOUNT REC. 126 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 JBOX AMPS WARM 4 . FIXTURE MOUNT JBOX. WIRE PTHRhU 1 N RL6.0 127 1 REFIGERATED COLD PAN 120 1 4.0 REC TUB UP TO FIXTURE MOUNT REC.. FS 1 " _ 0.11 THROUGH FS2A513507 128 1 EXHAUST HOOD W MAKE -UP AIR / 120 1 5.0 DIR CABINET, INTERLOCK WTHTFAN BY ELECTRICAL DIV., SEER SHEET �S2DA50NTR0 FS 2 PANE (WATEROWASH) SEB SHEET FS2A5D1 CONTROL 12" X 15" 1795 1.12 (2)010 "X9" 539 EA. 129 1 SPREADER 130 1 (6) OPEN BURNER 150 3/4" STUB UP. PROVIDE QUICK 131 1 REFRIGERATED EQUIPMENT STAND 120 1 6.7 REC STUB UP TO FIXTURE MOUNT REC. CON ENSATONNECT EVAPORATOR 132 1 MOBILE RICE WARMER STAND 133 1 RICE WARMER 120 1 12.5 REC STUB UP TO FIXTURE MOUNT REC. 134 1 REFRIGERATED COLD PAN 120 1 7.0 REC TUB UP FIXTURE M MOUNT -RECC . FS 1" 135 1 REFRIGERATED EQUIPMENT STAND 120 1 6.7 REC STUB UP TO FIXTURE MOUNT REC CONDENSATE EVAPORATOR 136 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 1.0 JBOX ®MOUNT JBOX. WRENTHRU CNTRL FIXTURE 137 1 ACTION /SUB /PIZZA COUNTER 138 1 HEATED SHELF (DROP -IN) 120 1 4.6 REC STUB UP TO FIXTURE MOUNT REC. 139 1 FOOD SHIELD WITH HEAT /DISPLAY LIGHTS 120 1 JBOX ®STUB UP. 4 CONIC, 2 ® 1.0 AMP, DISPLAY, 4 ®11.0 AMP, WARM '. FIXTURE MOUNT JBOX. WIRE THRU NTRL. 140 1 HEATED SHELF (DROP -IN) 120 1 4.6 REC MOUNT R CO FIXTURE 141 1 ICE BIN W/ TRANSPORT CARTS ■ FS 1" 142 1 ICE MAKER (CHEWBLET 1000 LBS) 208 1 11.0 JBOX 78" 1/2° FS 3/4" COLD WATER FROM ITEM 61, WATER FILTER VENTILATION REQUIRED TO EXHAUST 11.3 MBTU'S PER HOUR (BY MECH DIV) ® ® 143 1 FLOOR TROUGH AND GRATE HUB 3" VERIFY DRAIN SIZE W/ ENGR., TRAP BELOW FLOOR 144 1 CASHIER COUNTER (DOUBLE) ■ 1/2" 72,' -� - T ITEM RUN COLD WATER (CUBE) 655 , ICE MAKER 145 1 WATER FILTER 146 - SPARE NUMBER 147 1 HAND SINK W/ ELECTRONIC FAUCET 120 1 2.0 REC 18" FAUCET NIC 1/2" 24" 5 1 /2 24" DIR 1 1 /2" 18" 148 1 COUNTER 149 1 REACH -IN REFRIGERATOR (GLASS DOOR) 120 1 10.4 REC 84" CONDENSATE EVAPORATOR VENTILATION REQUIRED OR 5.0 MBTU BY MECHANICAAD L DIVISION. 150 1 COUNTER WITH SINK 1/2" 12" -� 20 1/2" 12" �- FS 1 1/2" -_�- 151 1 REFRIGERATED EQUIPMENT STAND 120 1 6.7 REC STUB UP TO FIXTURE MOUNT REC. - CONDENSATE EVAPORATOR R ® M FOR 152 1 REFRIGERATED COLD PAN 120 1 7.0 REC ®STUB UP TO FIXTURE MOUNT REC. _-� FS 1 __- 1 153 1 FOOD SHIELD WITH DISPLAY LIGHTS 120 1 1.0 JBOX ®OUNT MTUB J 5 CONN. DISPLAY. FIXTURE JBOX. WIRE THRU CNTRL. S-_----___ 11111111111111 1 154 1 REFRIGERATED EQUIPMENT STAND 120 1 6.7. REC MTUB UP TO FIXTURE MOUNT REC. CONDENSATE EVAPORATOR I,�' 155 1 REFRIGERATED COLD PAN 120 1 7.0 REC STUB UP TO FIXTURE MOUNT REC. FS 1" 156 1 SALAD /SOUP COUNTER a1 0 U �I__ 157 1 HEATED HOLDING CABINET 120 1 8.0 REC STUB UP TO FIXTURE MOUNT REC. iii�:,:.�..,,�►1h �;ly'_• - 158 1 HOT FOOD WELL 120 1 13.8 JBOX TUB J -BOX TO FIXTURE MOUNT FS 1" 159 1 FOOD SHIELD WITH DISPLAY LIGHTS 120 1 1.0 JBOX ®JBOX. STUB UP, DISPLAY, FIXTURE MOUNT WIRE .THRU CNTRL. 160 3 SOUP WELLS 120 1 6.9 JBOX STUB UP TO FIXTURE MOUNT JBOX FS 1 " 161 - SPARE NUMBER 162 - SPARE NUMBER 163 - SPARE NUMBER 164 1 WALK -IN BEVERAGE/GRAB'N'GO COOLER / 120 1 4.0 DIR STUB DOWN; SEE DETAIL 5 SHEET FS2A503 FOR WIRING DIAGRAM 165 1 GLASS REACH -IN DOORS W /LIGHTS 120 1 10.0 JBOX STUB SWITCH WIRE 166 3 DUNNAGE RACK 167 2 UNIT COOLER (COOLER) 120 1 4.0 DIR ®FS2A503 STUB DOWN. SEE DETAIL 5 SHEET FOR WIRING DIAGRAM FS 1" 168 3 WALK -IN SHELVING _® ® _- 169 3 BEVERAGE /GRAB'N'GO SHELVING 170 1 CASHIER COUNTER (DOUBLE) 171 1 REFRIGERATION RACK 208 3 40.0 DIR STUB UP, VERIFY LOCATION OF ROUGH -IN; SEE SHEET FS2A514 FOR ADD. INFO. 417)G, IP 0).... %.„ X RECEIVED CITY OF TUKWILA NOV 2 872012 ECN #1 PERMIT CENTER never GER FCODSERVICE,:BANERY, COMMtSSARYAi ,UNDRV. DESIGNICONSULTING INFOQGLEVENGERASSOG.CCM 71,10CMTE1 11H031O1STAVECTE,SUffE2IXi' .PUYAUUPWASHINO5ON493 SF mE.NNEWYO .PHLIPPI S wmacLEVENGERAS8OC.COM I Harris Group Inc. Engineering Solutions for a Better World 12469.00 ® www.harrisgroup.com SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE g)LAO El �� ® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION 1S APPROVED DRAWN K. LoEPFE DATE 06.04.12 SUBTITLE UTILITY SCHEDULE CURRENT REVISION 12254733 SYMBOL 2 DATE 10.22.12 CHECKED B. . HALL HALL 06.18.12 1 CAFETERIA - IFP 12254733 CA BH 06.04.12 SHEET FS25O2 -' ENGINEER TITLE CAFETERIA BUILDING 09 -101 FOOD SERVICE MASTER DEV. CENTER, WA 2 CAFETERIA - IFC 12254733 CA BH 06.18.12 APPROVED BY DEPT. DATE CHECKED 3 CAFETERIA - ECN #1 PERMIT COMMENTS 12254733 CA BH 10.22.12 JOB NO. 12254733 COMP NO. APPROVED DWG NO. 09- 101- FS2A502 APPROVED For Th SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800- 6694223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 PROJECT "MIMIIIt 1 rlrxr; • 1{I0§I_111111111111111r1/ Non REVIEWED FOR CODE COMPLIANCE APPROVED DEC 122012 City of Tukwila ? BUILDING DIVISION SANITARY WASTE CD 0 JI 06 r 06 PLUMBING NOTES: 1. ALL WASTE & VENT PIPING GRADED 0 2% U.N.O. 0 C.O. 0 2"V UP <> 3"V UP 2"W UP <> 1 "G UP ® 1 1¢ "G UP O7 3"W UP TO FLOOR DRAIN 3"W UP TO FLOOR SINK <> 3 "GW UP TO FLOOR DRAIN 3 "GW UP TO FLOOR SINK 07 3 "GW UP TO SERVICE SINK lam' PROVIDE W.C.O. 1' -6" AFF LEVEL +1B9VE N/A N/A 't0. N/A N/A O N/A ® N/A 19 N/A 40 N/A 1 r 06 07 06 NGAS -_ P:O.0 07 07 07 r 07: j rx RECEIVED CITY OF TUKWILA DEC 0 7 2012 PERMIT CENTER V CORRECTION LTR#_ DATE 10/24/12 DESCRIPTION SUBMITTED FOR PERMIT STATUS: SUBMITTED FOR PERMIT DRAWN BY ROLAN JEANS JOB NUMBER: 1944 PLOTDATE: 10/24/2012 9:19 AM PLOTTED BY ROLAN JEANS DWGNAME: 1944-PL-L01-SHEET SHEET TITLE & NUMBER: DID TO GREASE INTERCE 'TOR 0-0" 40' -0" 4" : G DN TO PGI2l82 G REASE INTERCEPTOR PLUMBING PLAN VIEW PL -L01 SCALE: 1/4" =1'-0" 30-3001F (TYP) 0-100 PSI W/ SNUBBER ) BALANCING VALVE CONTROL VALVE BALANCING VALVE MV HEATING WATER COIL Y—STRAINER HOT CON N C SCALE: NONE VALVE L RFM12 • RFM13 M607 1/2" CLR I— r PIPE TIM —.....1 VERIFY 1/2"*„.1/2" SS 19.13E MESH, SECURED TO PIPE OUTLEF NEW WATER11GHT DRAW BANOH*ITH:•'SOREW •. • • • „„: , „ NEW BA1T.IN5OLATION:::RA0X ::BETWEEN PIPE AND TERMINATION 24 GA GALV.MEFAL ROOFING TERMINATo AI).:40ST. :RINo:. TO SIZE AND -..CLEARANCES REQUIRED PER DETAIL SECURE TO STRUCTURAL TOPPING., REMOVT:„AS-WOOIRER,ANO:-REINSWAT EXISTING plrE•.:-frORI.INSTALLATION ROOF MEMBRANE; , WATERPROOFING SHEET MEMBRANE EXIST.RC1OF DECK FLASHING AND PIPE PE \ ETRATI 0 N DETAIL SCALE: NONE RFM13 M6O7 ..,....L MEMBRANE ROOFING. SNUBBER (Tr) • • • (ri'P) • • -CONTROL 'VALVE. CHINS 1110-1 CONDENSATE DRAIN PAN PROVIDED WITH AHU NOTE: 1. CONDENSATE DRAIN PIPE TO MATCH AHU CONNECTION SIZE. TRAP TO BE 2" DEEP AND DRAIN TO ROOF. CHILLED WATER COIL CONNECTION DIA RA SCALE: NONE (2) VENT TO ROOF 2" TO I 1 • IP"' HOT 'wATFR:TpL I MIXING VALVES & FIXTURES 3" (8" W.C.) GAS TO 44 KITCHEN EQUIPMENT 1 1/2 (30 PSIG) FROM BUILDING SUPPLY: GRINNEL INSULATION PROTECTION SADDLE PIPE. ROLL GUIDE ASSEMBLY W6x12 4 VENT TO ROOF 9" 9" PIPE INSULATION PIPE EQUIPMENT 2 1/2� 51 3/8° PLAT c‘t 3/16 •""%';'. 2 WATERPROOF I NG SHEET MEMBRANE MEMBRANE ,;_ 'ROOFING. (4) 1/2N0 THRU BOLTS FILL CORE W/ EPDXY TYPE ADHESIVE EXISTING CONC DECK IS REUEF VALVE AT 10" W.C. 0-25 N W.C. 0-60 PSIG ic PRV—01 SET AT 8" W.C. 3"x1 1/2" GAS WATER HEATER WH2P5 • 1 -91 T i#E TO - OPEN t !DRAIN 0 0-100 PSIG., ,. ASM E EXPANSION TANK 0-100 0-100 PSIG PSIG RPBP PRV-02 5E1 AT 50 PSIG FLOOR DRAIN 'T WATER HEATER DIACRAM SCALE: NONE 2M113 M607 3/4" COLD WATER TO TRAP PRIMERS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 2 2012 City of Tukwila BUILDING DIVISION 2" COLD WATER SUPPLY LEGEND NOT USED. 1. NOT USED. REFERENCE DRAWING XX—XX—XXXX NOT USED SEE PLANS FOR PIPE SIZES. RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION Harris Group Inc. Engkeering SoluBons for a Better ibid. 12469.00 • vivivi.hgrrisgroup.corn REMSION By • APpRoYED.: DATE SYM •REVISION APPROVED pm • CAFETERIA IFP 12254733 HGI SEL. 06.04.12 CAFETERIA — IFC 12254733 HGI SEL 06.18.12 ?)......AwvALsrAwito ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN R. 'PINLAC CHECKED P. TSCHERNECA ENGINEER J. SIEMENS CHECKED: P. CHIEN APPROVED S. LUSK APPROVED DATE 05.31.12 06.04.12 SUBTITLE MISC SECTIONS AND DETAILS CURRENT REVISION 12254733 SYMBOL 2 DATE 06.18.12 06.04.12 06.04.12 06.04.12 MECHANICAL MASTER CAFDER IA BUILDING 09-101 DEV. CENTER. WA SHEET M607 JOB 140. 12254733 DWG NO. :COMP NO. 09-101 -M607 1 2" HW/CW DN TO ITEM 8 3/4" CW DN TO FILTER SERVING ITEM 11 3/4" GAS DN TO ITEM 11 3/4" GAS DN TO ITEM 13 2"V DN 2) 3/4 HW/CW DN TO ITEM 26 11111111 H :KITCHEN 1/2" HW/CW DN TO ITEM 1 1/2" G SUPPLY FROM FIRST FLOOR EIUIP.III MINIM a 4. Milit11111111 15111111111 - 1 (j. DN TO ITEM 118 1 1/2" CW 1 1/2" HW 140) 1 1/2" G 0 3/4" DN TO ITFM It45 46124 AS DN TO REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 2 2012 City of Tukwila BUILDING DIVISION 1/2" HW/CW DN TO ITEM 121 2" VENT r--1 BEVERAGE COOLER 1 1 1 ri i 1,..1 1 2"V DN 1/2" HW/CW DN TO ITEM 150 ENLARGED PLAN • 22' V DN 1/2" HW/CW DN TO ITEM 147 1 2M1.1:2,2411i3,2M1.11:82M1 1j3M461. 1/2M cw DN • • 170.::947R • (SERVING : ITEM 142) 1,O2 • • • 14.SIiED:•:FOR.:',.,CONSTRUCTION. • 2' • • 8 SCALE: '-0" • Harris Group Inc. Engineeng sohitions for c Better &Ids 12469.00 www.horrisg rou p.corn X ANCHOR GATE. EvALA, :'CHECK VALVE BALL 'VALVE. cw— HW— IwP— ::• SAN VAC AUTOMATIC ::GAS SHUT ::OFF VALVE 2 WAY BRACE • 4 WAY BRACE • • COMPRgSSED, AIR ••• DOMESTIC COLD :,WATER:.• • • DRAIN••••••••• • • QA$:_.(,4c7.1:::ep). • • . • • • . . • DOMESTIC HOT WATER SUPPLY INDUSTRIAL WASTE .FVMPErj:::• • ...VENT•••:. • . • • : ::•• • • . • •••"SANITARY •:WASTE • ...vAcuum.:.. • : • .: ••••••. . WATER HAMMER ARRESTOR .• ••••• ••••': ". ••• 121 3" FS-1 EQUIPMENT ITEM NUMBER ::ERAL NOTES :$EE :PLUMBING FIXTURE :,CONNECTION .;SCHEDULE 2, SEE KITCHEN EQUIPMENT ,.•CONNECTION :SCHEDULE M2b. PSIC GAS FROM BUILDINC SOLPPLY: TO REGULATOR IN :MECHANICAL :ROW AT COLUMN ›Ifr W.C. GAS DISTRIRUTION. FROM REGULATOR IN MECHANICAL ROOM AT :COLUMN TV5 TO GAS KITCHEN EQUIPMENT. IREFERENCE DRAWINOS 9— 101FS2A450 9— 101FS2A500 9 — 101FS2A502 9 — 101FS2A513 999_7 00011FFsFs 2AS2A2A5451 50 211 — CONSTRUCTION NOTES PROVIDE HW PIPING FROM WASH CONTROL CABINET TO EXHAUST HOODS PER DRAWING FS2A511. 2. HW DISTRIBUTION IS 140°F. INSTALL MIXING VALVE AT ALL KITCHEN, FILL AND HAND SINK FAUCETS. SET HW TEMPERATURE. TO 120'F MAX, TO ITEM 130 SHALL ROUTE ALONG FIRST FLOOR CEILING THAN COME UP THROUGH FLOOR TO CONNECT TO EQUIPMENT. AUTOMATIC GAS SHUT OFF VALVE INSTALLED ABOVE CEILING PANEL CLEAR OF LIGHTS OR DIFFUSERS. LABEL CEILING PANEL TO IDENTIFY LOCATION OF VALVE. REFER TO SHEETS FS2A511 & FS2A513 FOR ELECTRICAL REQUIREMENTS. FOR INDIRECT PIPING FROM KITCHEN EQUIPMENT TO FLOOR DRAINS, REFER TO DRAWING 9— 101 —FS2A450. 6. PROVIDE SHUT OFF VALVE AT EACH EQUIPMENT CONNECTION IN ACCESSIBLE LOCATION. PROVIDE FILTER AT ALL GAS EQUIPMENT WITH THERMOSTATIC CONTROLS. ® (---) 2M110 2M111 2M1 2 2M116 2M117 2M118 2M113 2M114. 2M115 2M119 2M120 2M121 2M122 2M128 2M123 2M124 2M125 2M126 2M127 2M129 2M130 2M131 2M132 2M133 RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER Ka PLAN SUM NNE SYM REVISION BY •APPROVED DATE SYM REVISION BY APPROVED DATE 2 CAFETERIA — IFP CAFETERIA — IFC 12254733 12254733 •HGI SEL MCI SEL 06.04.12 06.18.12 0 cr).... AMEIVALWAriff ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED • • APPROVED. BY . DEPT. DATE DRAWN R. PINLAC CHECKED P. TSCHERNEGA DATE 04.27.12 06.0312 '.:PLUMBIN.0:;,SFCOND:,.FLOOR.:ENLARGED.PLAN ENGINEER K. DABUNDO 06.03.12 CHECKED APPROVED S. LUSK APPROVED 06.03.12 TITLE MECHANICAL MASTER CAFETERIA ••• BUILDING CURRENT REVISION 12254733 SHEET' SYMBOL 2M461 JOB NO. 12254733 PATE . . COMP • NO. on NO. 09-1 01 —2M461 REFERE \CE V PLUvBI \G PLA FOR WASTE A\ c <I \STRY PL-LC1 J VE \T LI \ES At TO OUTLETS IN LAYUP AR OF CLEANROOM OWN COCLLSCING AND PARTICULATE FILTERS 2" SAN UP TO HAND SINK 3 "GWUP TO FS 2 "AIR DN. COPPER 1 "AIR TO SPAR TR W/ BALL VALVE 3" 'GW UP 1" G TO FS 2 "AIR, BLK STL Y2" DN. r0 (2) 8" AIR DROPS (TY'P. OF 4) 0 0 I 0 2 "CAP 2" AIR DN. c aD TUBE RACK 3/ "DUPLEX AIR DROP 1%" IND. SAN. TO INTERCEP -OR HW TO SINK CLEAN OUT ' _;so VEGLIABLE SIN < > .,L 3" SAN UP -4 (t) _ 1 TO ITEM 143 2" IND. SAN. TO GREASE INTERCEPTOR 3" SAN UP TO FS 2" SAN UP 1 '°CW 3/8" PARKER EZ306M -6T (TYP. OF I 7 DUPLEX AIR DROPS) E \LARGED PLA\ SCALE: 1/4"=1'-0" 1M112,1M113,1M118,1M119 1M457 1)(91 V69-- 4' SCALE: 1/4"= " RFI #26 LEGE \I A CW D G GW HW PW IWP - -- RWL SAN VAC GE \ERAL COMPRESSED AIR DOMESTIC COLD WATER DRAIN GAS GREASE WASTE DOMESTIC HOT WATER SUPPLY PROCESS WATER INDUSTRIAL WASTE PUMPED VENT RAIN WATER LEADER SANITARY WASTE VACUUM FLOW CONTROL \OTES SECONDARY FLOW CONTROL REQUIRED WHEN DRAIN LINE DROPS TEN FEET OR MORE TO GREASE R P GREASE INTERCEPTOR WITH 250 GPM PDI -G101 RATING. ZURN MODEL NO. Z1172, SIZE 1400. REFERE\ REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION CE DRAWI \GS XX- XX -XXXX NOT USED C3NSTRUCTI D\ \OTES CONTRACTOR SHALL COORDINATE ALL WORK WITH BOEING USER GROUPS POTENTIALLY AFFECTED BY WORK. CONTRACTOR SHALL PROTECT CLEAN ROOM FROM ALL WORK COMMENCING ABOVE CLEAN ROOM AREA AND ACTIVITIES. POC. CONNECT 3" SAN SERVING ICE TROUGH, DISPOSER, AND HAND SINKS FROM ABOVE TO EXISTING 4" SANITARY. INSTALL 250 GPM RATED FLOW CONTROL AND VENT /AIR INTAKE PER MANUFACTURER'S AND PDI STANDARD G101'S INSTALLATION INSTRUCTIONS. WELDED NATURAL GAS PIPING SHALL BE IDENTIFIED AT 5 FOOT INTERVALS PER PROJECT SPECIFICATIONS. INSTALL GREASE INTERCEPTOR, PIPE, VENT, FLOW CONTROL AND ACCESSORIES PER MANUFACTURER INSTRUCTION. TIE IN 4"0 GREASE INTERCEPTOR OUTLET INTO EXISTING 4" SANITARY LINE LOCATED AT COLUMN N6. 1M110 1M111 1M116 1M117 1M122 1M123 1M128 1M129 1M112 1M113 1M118 1M119 1M114 1M115 1M120 1M121 1M124 1M125 1M126 1M127 1 M 130 1M131 1M132 1M133 1 RECEIVED CITY OF TUKWILA NOV 2 8 2012 PERMIT CENTER Harris Group Inc. Engineering Solutions for a Better World 12469.00 ® www.harrisgroup.com <EY PLA\ SCALE: NONE SYM REVISION BY APPROVED CAFETERIA — IFP 12254733 HGI HGI HGI HGI CAFETERIA - IFC 12254733 CAFETERIA — ECN #1 PERMIT COMMENTS 12254733 CAFETERIA - RFI #26 12254733 SEL SEL SEL SEL DATE 06.04.12 06.18.12 10.22.12 11.26.12 SYM REVISION BY APPROVED DATE gi..imperrisrAcre � ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN R. PINLAC CHECKED P. TSCHERNEGA DATE 04.27.12 06.01.12 SUBTITLE PLUMBING FIRST FLOOR ENLARGED PLAN CURRENT REVISION 12254733 SYMBOL 4 DATE 11.26.12 APPROVED BY DEPT. DATE ENGINEER J. SIEMENS 06.01.12 CHECKED APPROVED S. LUSK 06.01.12 APPROVED TITLE MECHANICAL MASTER. CAFETERIA BUILDING 09 -101 COL. L -P/4 -6 DEV. CENTER, WA SHEET 1M457 JOB NO. 12254733 COMP NO. DWG NO. 09-101-1M457 1 „V BELOW PLATFORM LEGEND A COMPRESSED AIR —;CW DOMESTIC COLD WATER D DRAIN G GAS — HW DOMESTIC HOT WATER SUPPLY PW PROCESS WATER IWP INDUSTRIAL WASTE PUMPED —'y` ._ VENT RWL RAIN WATER LEADER SAN SANITARY WASTE VAC:— VACUUM' Ffg 1 1 /2"VAC LINE WILL BE LOCATED ABOVE ,THE GEILINC LINE AN.D SUPPORTED BY THE TUNIS UT ARID 1/2" LINE WILL TEE - OFF FROM 1 1 2" MAIN AND DOWN TO THE FINISH FLOOR ABOUT' 42" HIGH.; 1 —r-- —VAC: BELOW RAISED FLOOR REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION r O i sr s r. / i i/ irri, r wrrrrw. � i r i i r w w rr i s i sirrr. � w w r i r r r errrri riaari e i r r J� ✓ i iorr r lrrr wr i r w i i ®r i o r r ®irri T Ail ®o ® i , II La • -.-e 0 4� �0 — —. %.".1:47-27/2Z-517.1042 — (A,B&c) 7. ENLARGED:_ PLAN 2M 113,, 2M 11E 460 TIE IN . 'NEW INTO EXISTING 2" G #TE VAL' E Nth SHUTDOWN REQUIRED. RECEIVED CITY OF TUKWILA OCT 04 2012 PERMIT CENTER • ISSUED FOR CONSTRUCTION APPROVED SEL Harris Group Inc,. Engineering Solutions' for d &Her Nor/do` RVISION 'TN ONLY I3AIE 06181 DRAWN: CHECKED: RVP PWT ENGINEER: KMD PROJECT 12469.00 :SEL.: FOE ant 12111 i1. EAU 1,4 ,11. {, z1r1 :2 LIU 12111321 KEY PLAN. sole 1 SYM REVISION BY' APPROVED ATE. SYM APPROVED D INSTALL LAB SINK 71,96I�i6 -00 RWS 07.09.01 F1 CAFETERIA IFP` 12254733 HGI SEL 06.04.12 B DESIGN/INSTALL AIR, PO WER VAC J#557508-00 M.WONG RWS! 12 07 .05 F2 CAFETERIA IFC 1254733 HGI SEL 06.18.12 C LEAN TRAINING ROOM 575846 -00 RWS RWS 04.25.07 GENERAL DRAWING UPDATE. SIR • INSTALL AIR DROPS IN CMC LAB 10396831 M.WONG MW FOR RWS 03.10.10 ILITY A THIS ACC .DESIGN EPTAB ND f QR SPECIFICATION IS APPROVED APPROVED BY DEPT, DATEI DRAWN K.BUN CHECKED D.VILLA IN ENG EE R DATE' SUBTITLE' PL UMBING SECOND FLOOR: PLAN CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER CAFETERIA BUILDING 9 -101.2 COL, N—T/1 —6 D.C. CURRENT REVISION 12254733 .._433 SHEET SYMBOL S(NL DATEi 06. .2' JOB :ND. 1 039 6831 COMP NO. DWG NO. 9 101- 2M113 VAC1/2;CI [ c A 1/2" 1/2* (1)1P) AccuTemp Steamer E62083E150 X X A [—lel— VAC 1 r A 1/2" VAC 1 /211`., A 1/2" 171 • DOWN TO PEPSI SYRUPS RACK A 1/2" 5Z UP VAC 1/2" 1/2"1 X X VAC 1 4s A 1/2" PROeESS DRAIN— RECEIVING TANKS AND MICROFILTER SYSTEM SEE DETAIL 111119 4535-M3 '1./27:1it SAN " FUTURE VAC 3/4s EL 34.5 2" SAN CAP AT CEILING 1 DRIP LEG W/AUTOPRAIN 3/4s W/BACKFLOW PREVENTER EL 34.50' A1/21 .1 A •VAC iril!2=•":3/8" i.1. 1 IL --- - - -4 I- ---- -- -41 A ,A 1 1 1 1 EL 27.501 1 i 1 1 1 1 1 1 j - FLEX HOSE I—F-- V COND. DRAINS Auftwoomrz 3/8" VAC EL 28.00 3—(4) BOTTLE RACKS, SEE SKETCH NO. 250-541 FOR FABRICATION, SEE DETAILS 1 1/2" PROCESS .DRAIN UP 1/2" 3/4" DN TO FD P.O.C. 1/2"CW8cHW DN IN WALL SEE DWG 109— FIRST FLOO HW 1111111111IP 3/4" A41.1 LN2 2" PROCESS DRAIN FROM VAPOR PROCESS FILL DEGREASER Et. 27.00' 3/8"COPP ER WI 3 INSULATION (1)13.) 1/2sPRESS DRAIN SCALE: 1/8"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 2 2012 City of Tukwila BUILDING DIVISION 1\1 81 4' 0 4' -8' LEGEND A — CW NW, - PW IWP V RWL SAN. - PD FD VAC COMPRESSED :AR DOMESTIC COLO WATER::: DRAIN 065, :DOMESTIC HOT WATER SUPPLY • p:13pCgs,!i,141ATERi: INDUSTRIAL 'WASTE PUMPED VENT RAIN WATER LEADER SANITARY *Am • PROCESS DRAIN :Ram :DISCHARGE PROCESS VAC RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMJT CENTER INSTALL GREASE INTERCEPTOR, PIPE, VENT, FLOW CONTROL AND ACCESSORIES PER MANUFACTURER INSTRUCTIONS. ISSUED FOR CONSTRUCTION 16' SCALE: 1/8"= 11-0" 111116 111122 1M111 1M117 111123 111112 1M113 111124 111125 111114 111115 111120 1M126 111127 1M12€ 1M129 111131 111132 111133 Harris Group Inc. Engkeethg Solutions for o Better Wed e REVISION "H" ONLY APPROVED SEL DRAWN: DATE 06.18.12 PROJECT 12469.00 CHECKED: fi'VP FWT 13401PEEli: CliECKED: KMD SEL -.1 111134 111135 1M136 1M137 111138 114139 1M14O 114C 1M142 164L KEY PLAN 1M145 SCALE: NONE 1M14• 1M146 sym REVISION BY •APPROVED DATE SYM REVISION BY APPROVED DATE REDRAWN TO ACAD KB CH E VAC DROP TO OA CRIB 15060500 HARR RWS 09/01/05 CONSOLIDATE QA LAB 4190106-06 CH 11.7.00 F ENG CHAMBER ELECTRICAL/WATER 8989632 M.WONG RWS 05.21.09 9-101.1 MARKET EXPRESS PEPSI 1000968046 M.WONG RWS 11,12.03 G PROVIDE WATER & DRAIN TO STEAMER 11807803 M.WONG RWS 04.29.11 T/P RELOCATE OA INSPECTION & DCA CRIBS 130232-16 M.WONG RWS 05.10.04 H1 CAFETERIA - IFP 12254733 HGI SEL. 06.04.12 TP MOVE PENETRANT 13023226 MJS RWS 05.12.04 H2 CAFETERIA -- IFC 12254733 HGI SEL 06.18.12 Ara& FA riv ® ACC EPTAB I LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN CHECKED DATE SUBTITLE PLUMBING FIRST FLOOR PLAN CURRENT REVISION 12254733 sYmapL •- H , DATE 06.18.12 APPROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE MECHANICAL MASTER CAFETERIA BUILDING 9 101 1 SHEET 1M-119 •JOB NO. 11807803 COMP • NO. DWG Na D.C. 09-101-119 PARKER EZ306M 6T TYP OF 7 DUPLEX AIR DROPS) STORM TO MEN M' =I 3 I IMO IR life q EL 33-09 VAC: DOWN TO PEPSI SYRUPS RACK VAC 11 AtJ�; 6" VACV FOR OFFICE, EL SEE SHEET MEZZ. 35.17' 4535—M2 3/4" DRAIN FROM DRIP PAN ON T P' OF CAP. RUN DOWN INSIDE WALL N STUB INTO SERVICE SINK BELOW. 1 /2" THRU WALL IV/STOP VALVE 1 -6" AFF ■■ 4 6' VAC 4535- 1 /2" DN IN WALL S RVIV CE SINK r -1 _ PUM L® DRIP PAN UNDER DUB ELBOW DN TOP OF Di SEE 1 M 1 SEXH; EL, 34.50' 535 -M2I STUB OUT 18 "AFF TERMINATE W/ BALL VALVE , 4 xPj 2°0 STEAM VENT FROM PLATEN PRESS I 3, 4. EL 34.50' P.O.C.. hsCW DN TO THREE HOLE POLISHER, RELOC. TD ROUGH` PREP. STUB OUT W/ VALVE 0 POLISHED AS PER DETAIL) 1M11814535 -M2. A 3/4" Y"DUPLEX 1, 2 " Ohl IN WALL CW &HW TO SIN 3/4 ". 3" FUNNEL DRAIN 0 8' =0" AFF EL .,4.50` EL 34.50' EL 28.00' EL .34,50' EE EWER 1M118 4535 -M2 1M118 4535 -M2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION PG 16 i - - - -® - = MN SCALE: LEGEND GENE L NOTES COMPRESSED AIR PIPE: TYPE L COPPER, ASTM B88. COMPRESSED AIR FITTINGS: PROPRESS OR SWEAT SOLDER SOCET M • PIPING ABOVE RO I ALONG COLUMN RANCHES: ARE ANDONE UNLESS AN AIR OR ACU P1BOL IS SHOWN EXTEND NATURAL GAS LINE. CAN BE ISOL+ TED FOR TIE PRIER TO WELDING. FOLLOW CR PF OCEDURES. REFERENCE DRAB 109- 101 -4420 M2 RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER ISSUED F5OR ONSTRUCTION • APPROVED' SEL 4 1 M111 1M111 1M117 1M122 1M123 1M1.12. M124 1M113 1M1.19 1M1.1I4 1M120 1M115 1Iu121 1M125 1N1126 1M127 111128 1M129 1M130 Harris Group Inc. &Owing Sites for a Better` • REVISION "H" ONLY DATE PROJECT 06.181.2 12469.00 DRRAWN: RVP 'CHECKED: PWT ENGINEER: KMD CHECKED: SEL IM134 1M135 1M139 1M140 1M14C 1M132 1M137 14142 ' 1M133 1M138 1M143 11414,- KEY PLAN SCALE: ;NONE! 1M145: 1M146 REVISION APPROVED ,DATE SYM REVISION APPROVED BATE REDRAWN KB CH E DESIGN 4045 [FERIM SHOP 8681317` M.WONG' RWS 03.20.09' CONSOLIDATE DA LAB J#190106-06 CH 11.7.00 F DESIGN COMPRESSED AIR DROP 9735814 M.WONG MW FOR RWS 10.20.09 B DRIP PAN AND DRAIN HFE 1.001293943 RWS RWS 10.06.04 G RE L OCATE (5) A IR D ROPS 10 ` 4 M.WONG N :..,55952 . (} G RWS 04.06.10 G COND . � RAIN FOR RELOC OC! 0 EL FREEZER 14079508 HARR 06/29 /05 Hi CAFETERIA 1FP 12254733 HGI SEL 06 04.12, CA BINET & CABLE SHOP RELOC. 18040606 HARR 10/28/08 H2 CAFETERIA IFC 12254733 HGI SEL 06.1.8.12 ACCEPTAB1LIT1'' THIS; DESIGN .AND f OR SPECIF1CA11ON IS APPROVED: DRAWN: DATE CHECKED SUBTITLE 'I ST F OOR :K AN F R L P' AN U: VI CURRENT REVISION oN 12254733 SYMBOL H2 DATE 06.18.12' APPROVED BY DEPT. DATE ENGINEER E CHECKED: APPROVED APPROVED ED TR E: MECHANICAL MASTER CAFETERIA BUILDING 9 -101.1 COL. J —N/6 -1.1. SHEET 1 M 18 JOB NO. 1.05594.52 COMP NO. DWG NO'. 09-101-1M118 4 "CW SUPPLY 4 "PRV @ EL 20.0' 1 2' W- I UNIST, Precise. Fluid Dispensing Products 1�P 15) 3/8" DUPLEX> AIR -DROP 2.. DRAIN FROM SINK' ON THE SECOND FLOOR DRAIN` 1/2 CW 50 CPDRO', SYSTEM,, WATTS FMR05C'P -1.15V 33,4 VAC SAMPLING PORT 2 2" C CVAC'; LITTLE GIANT PUMP GRAIN GER 3P732... COND. DRAIN CUSTOMER. VACUUM PUMP TRIPLET AIR DROP PER K91`01 MG 1M113 M522 BLK STL 1 j'po. AIR, B�LSLK STL CO , EL TRIPLET AIR DROP PER K91 01 MG AIR DROPS, (2) i"40 & (2) 1 . SEE K91 01 MH- 1' AIR, 6" ABOVE THE WALL CAP' ❑ DF REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION 1" VAC TO 2ND FLOOR. 16' SCALE: 1 /8 " =1' -O" PG1)-ft.---1, '32 ISSUER FOR CONSTRUCTION iY APPROVED SEL Harris Group Inc1 fad Solutions °fora Better World .: REVISION "M" ONLY DATE 06.18.12 PROJECT` 12469.00 DRAWN: CHECKED: RVP PWT' ENGINEER: CHECKED: KMD SEL LEGEND A =1W' PW; • IWP`- - V - RWL- SAN COMPRESSED AIR DOMESTIC COLD WATER DOMESTIC, HOT WATER SUPPLY PROCESS WATER' INDUSTRIAL WASTE PIMPED" VENT RAIN WATER LEADER SANITARY CASTE REFERENCE DRAWI\CS 1M11O 1M22 1M28 1M111 1M117 1M23 1M29 1M34 139 RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER 1M112 1M118! 1M24 1M30 1M35 1M40 1M119 1M25 1M31 1 M 36 1M40 1M44 q Q 1M114 1 M20 1M26 1M32 1M37 1M42 1M115 1:M21 1127 1M33 1f38. 1M43 1M45 1M46 9 -101.1 KEY PLAN SCALE NOW REVISION APPRO BATE REVISION APPROVED DATE' SHEAR RESOLUTION 9 -50 EAST .4150602-00 M.WONC RWS`: 08.24.05 PROVIDE .AIR'; LINE OILERS & FITTINGS 1000814119 M.WONC RWS 08.19.03;: K LOCATION O F WALK -IN ENVIRONMENTAL ROOM 457894300 DSN RWS 05.13 08 F RELOCATE #705 & #706 TOOLING CRIBS 130232 - 12 M.WONG NO. RWS 03.23.04; L DESIGN H U M ID TY WATER FILTER R SYS 10936619 M.WONG RWS 07 .28.10 LEA 2 10 G O.. . LEAN MOVE EQUIPMENT J 130231 -14 C. HARRAH RWS 04.29.04 M2 CAFETERIA - 1FC' 12254733 HGI SEL. 06.18.12 H PUR INSTALL MODULAR CLEAN ROOM 4546610-01 C. HARRAH RWS: 10.01.04 D INSTALL SINK 719666 -00 DMV 11.14.01 INSTALL CLEANROOM VACUUM PUMP 546610 -00 ' RWS RWS 02.16.05 aPatelAW. A PT ` ACC I L ire THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. PRETARE CHECKEb DATE 11 /25/98 SUBTITLE FIR: 00 R PLAN T PLUMBING FLOOR U O S CURRENT REVISION 12254733 SYMBOL. 2 DATE 06.18. 12 1 APPROVED BY DEPT. DATE` ENGINEER CHECKED APPROVED APPROVED CAFETERIA BUILDING 9 -101.1 MECHANICAL MASTER COL. N —S / 1 - 6 SHEET' iMt3 JOB No 10936619 COMP NO. DWG ;'NO. D.C. 9-101 '9-101-113 , 47 .gAN. JP TO GREASE ',.INTERCEPTOR i OUTLET,: CONDENSATE PUMP ABOVE CEILING 1 1/2”VTR AEI H-71- ‚-3 SYM REVISION TOP EL 13.07' BY APPROVED DATE SYM UNDERGROLND SCALE: 1/8 =1 -0 REVISION PLAN APPROVED DATE REDRAWN KB CH 12.17.97 Al CAFETERIA 1FC 12254733 HGI SEL 06.18.12 ArierAelAW® (COULD BE LOCATED FtELD :VERIFY)• ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED REVIEWED FOR CODE COMPLIANCE APPROVED DEC 1 2 2012 City of Tukwila BUILDING DIVISION DRAWN K.BLIN CHECKED C.HARRAH LEG_ •••■■ SANITARY WAST STS STORM DRAIN VENT RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER ISSUED FOR CONSTRUCTION DATE: SUBTITLE APPROVED SEL TIE IN =GREASE INTERCEPTOR OUTLET INTO EXISTING 4" SANITARY LINE LOCATE° IN TUNNEL UGM110 UGM111 10112 UGM113 UGM114 UGM115 UGM116 UGM1I7 UGM118 UGM122 UGM123 UGM1213 LICA1129 Harris Group Inc. Ef07901117g Sok/bons for a Better World® REVISION "A" ONLY DATE 06.18.12 DRAWN: CHECKED: RVP PWT PROJECT 12469.00 ENGINEER: CHECKED: KMD SEL PLUMBING UNDERGROUND PLAN APPROVED BY DEPT. DATE' ENGINEER CHECKED APPROVED • APPROVED TITLE MECHANICAL MASTER CAFETERIA BUILDING 9-1O1.0 COL. S -W/6 - 1 1 D.C. J UGM134 UGM139 UGM140 UGM141 UGM142 UGM124 UGM13O UGM119 UM4125 UGM131 UGM12O IIGM121 UGLI126 UGM132 UGM127 U GM1 33 UGM135 UGM136 UGM137 UGM144 UGM145 KEY PLAN SCALE: NONE CURRENT REVISION SYMBOL 12254733 Al SHEET UGM119 JOB NO. •DWG NO. 12254733 UGM138 UGM143 UGM146 DATE 06.18.12 COMP NO. 9-101-UGM1 19 salnpagOs 6ulquinld qZ DESCRIPTION TEM NO DESCRIPTION PIZZA OVEN UTILITY SINK' REFRIGERATED COLD PAN. EXHAUST HOOD WMAKE UP .AIR REFRIGERATED COLD PAN ICE BIN W f TRANSPORT ARTS; EXHAUST HOOD W MAKE UP AIR SOILED: DISHTABLE ASSYW /DICK DRAIN,) FLOOR TROUGH c GRATE HAN(SINK W /ELECTRONIC FAUCET COUNTER'. DISPOSER WCCNTRC CONVEYOR WARE WASHER W/BOOSTER 5 COUNTER W /SINK AND DRIP TROUGH: WORKTABLE ND SINK W /ELEC FAUCET WORK ;'TABLE IN/SINKS 2 EXHAUST N O CONTROL PANEL WATER WASH) FLOOR TROUGH' AND GRATE NOTES: ICE BIN W`TRANSPORT CARTS ICE MAKER (CHEWBLET 1000 CBS) HANDSINK W 'EECTRONIC' FAUCET UIIIT COOLER (COOLER) DRIP TROUGH E PRESSG Iu..ACHINE' FRYER :WALTER AND GRIDDLE BROILER ' „ft,LM131 {8 VENDOR} DUMP STATION OPEN BURNER 2.44 43K- :3: 4s MBH 3/4 1 MBA:: 4 60: MBH. EXHAUST HOOD W, MAKE -UP AIR COUNTER W /SINK REFRIGERATED COLD PAN HANDSINKV'ELECTRONIC .FAUCET COUNTER W.SINK 1/2' �2 1/2 1/2 1 CAFETERIA. - IFP' CAFETERIA. = IFC REVISION 12254733 1.2254733 HGI: HMI PROVED SEL SEL DATE 06:04.12 06..18~12: EOU "IPMENT N .....UMBER:: WHZPS SINK IGERATED COLD PAN REFRIGERATED COLD PAN HOT FOOD WELL SOUP DELLS JNIT` COOLER COOLER ROUO V HEDULE CONTINUED -IN CONNECTION 1N1NCHE 1�V w 112 BH 10MBH 1;/2' 1f2 R COI�ITRACTO TO ` ROVIDE AND INSTALL T EM ERING MMNG VAVE: ASSY AND S-�JT —OFF , UP C CODE R O I EMENT AN L AL AUTHORITY •HAVING JURI DICTION MAX 120 :D.ELIVER ” TO HAI ID 51'w FAUCET PROVIDE OUIC DICOIINECT 'CONTRACTOR: TO 'PROVIDE AND INSTALL 140 DEG !:11N+ KITCHEN W SUPPLY FROM ITEM 1 i TYP 2 SEE C F `CW DRAIN TEMPERING KIT AND CW PRESSURE REGULATOR SET AT 25 PSIG CONSULTANT DWCS FOR; ELEVATIONS AND FILTER LOCATIONS, OW SUPPLY FROM` ITEM fit WATER FILTER. SEE KITCHEN CONSULTANT DWGS FOR FILTER LOCATIONS, PROVIDE FILTER (ITEM 145) ON CW SUPPLY TO ITEM 142, SEE KITCHEN CONSULTANT DIGS SERVICE CAFETERIA LOCATION MECHANICAL RM. FOR LOCATION. GAS WATER HEATER GALLON CAPACITY 130 GPM RECOVERY AP� . C P CITY G N, 00` .RISE 465 ;. INPUT BTU/HR' 399,900 WATER TEMP EIv1 P: 1400° WEIGHT 1100 LBS BASED ON AO SMITH BT N —400A. TAG ROUGH—IN IN INCHES NOTES FS -1 FS -2 GIB FLOOR DRAIN, FINISHED AREA FLOOR RAIN, UNFINISHED AREA • FLOOR INIt KITHEI; SERVICE. FLOOR SINK,; UNFINISHED AREA GREASE INTERCEPTOR SINK NOTES; REVIEWED D FOR CODE COMPLIANCE APPROVED DEC 12 2012 City of Tukwila BUILDING DIVISION NOTES A MT T O 40a ENT 44 .5: KIT Pi 90061 00� PG1 RECEIVED CITY OF TUKWILA OCT 0 4 2012 PERMIT CENTER SUED FOR OONTRuTION Harris. Group: Inc. need ow fOr rr bye #er Wodde 12469.0Q< I® www.harrisgraup.com REVISION APPROVED '. DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION' IS APPROVED DRAWN R. PINLAC' CHECKED P. TSCHERNECA APPROVED BY DEPT. DATE .: ENGINEER J. SIEMENS CHECKED DATE. 05.07.1 2 06.01 2 06.01.12 PLUMING OHEDU E CURRENT REVISION 1:2254733 BOL. :DA 0.0.18 12 APPROVED S. LUSK APPROVED 06.01.12 MECHANICAL MASTER CAFETERIA. BUILDING 09 -101 DEV. CENTER. WA SHEET' JOB NP. DWG O. M2b 12254733'. 0'9- 101` —M2b COMP' NO.