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Home My WebLink AboutPermit PG10-006 - WESTFIELD SOUTHCENTER MALL - VALERIO'S BAKERYVALERIO'S BAKERY 1368 SOUTHCENTER MALL SUITE 150 PG1O-006 Parcel No.: 9202470010 Address: Suite No: Citylif Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT 1368 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG 10 -006 04/22/2010 10/19/2010 Tenant: Name: VALERIO'S BAKERY Address: 1368 SOUTHCENTER MALL, STE 150 , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Phone: Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 Contact Person: Name: BILL BEEBE - NADEL ARCHITECTS Phone: 310 826 -2100 Address: 1990 S BUNDY DR 4TH FLOOR , LOS ANGELES CA Contractor: Name: TILTON PACIFIC CONST INC Address: 4150 CITRUS AV , ROCKLIN CA Contractor License No: TILTOPC909CP Phone: 916- 630 -7200 Expiration Date: 02/16/2012 DESCRIPTION OF WORK: NEW SEWER AND GREASE PIPES (THAT CONNECT TO AN OUTSIDE GREASE INTERCEPTOR) INCLUDING VENTING, NEW WATER AND GAS DISTRIBUTION. DIE TEST WITNESSED BY PUBLIC WORKS IS REQUIRED TO ASSURE PROPER CONNECTION OF GREASE WASTE LINE INTO THE OUTSIDE GREASE INTERCEPTOR. Value of Plumbing /Gas Piping: $10,000.00 Uniform Plumbing Code Edition: 2006 Fees Collected: $429.19 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND OUANTITY Plumbing Bathtub or combination bath/shower 0 Bidet 0 Clothes washer, domestic 0 Dental unit, cuspidor 0 Dishwasher, domestic, with independent drain 0 Drinking fountain or water cooler (per head) 0 Food -waste grinder, commercial 0 Floor drain 2 Shower, single head trap 0 Lavatory 1 Wash fountain Receptor, indirect waste 0 Sinks 5 Urinals 0 Water Closet 1 0 Plumbing (cont.) Building sewer and each trailer park sewer 0 Rain water system - per drain (inside bldg) 0 Water heater and /or vent 1 Industrial waste treatment interceptor, including its trap and vent, except for kitchen type grease interceptors 0 Repair or alteration of water piping and/or water treatment equipment 0 Repair or alteration of drainage or vent piping 0 Medical gas piping system serving (1 -5) inlets /outlets for a specific gas 1 Medical gas piping (6 +) inlets /outlets 1 Gas Piping Gas piping outlets (0 -5) 5 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -7/07 PG10 -006 Printed: 04 -22 -2010 City "Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PG1O -006 Issue Date: 04/22/2010 Permit Expires On: 10/19/2010 Permit Center Authorized Signature: Date: 144)-7-1 V I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p rfgniance of work. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: Print Name: Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: UPC -7/07 PG10 -006 Printed: 04 -22 -2010 Parcel No.: 9202470010 Address: Suite No: Tenant: • City of Tukwila Department of Community' Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS 1368 SOUTHCENTER MALL TUKW VALERIO'S BAKERY Permit Number: Status: Applied Date: Issue Date: PG 10 -006 ISSUED 01/26/2010 04/22/2010 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: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures and fittings in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency and Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments. 13: 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. 14: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 15: Grease waste line shall be connected to the outside grease interceptor installed under Public Works permit PW 10 -050. doc: Cond -10/06 PG 10 -006 Printed: 04 -22 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us A die test in the presence of Public Works Project Inspector shall be performed to assure grease waste line proper connection to the grease interceptor. 16: MINIMUM 48 HOURS IN ADVANCE THE APPLICANT AND /OR CONTRACTOR SHALL CALL PUBLIC WORKS AT 206 433 -0179 TO SCHEDULE A DIE TEST WITH Mr. DAVE STUCKLE, PW- PROJECT INSPECTOR. * *continued on next page ** doc: Cond -10/06 PG10 -006 Printed: 04 -22 -2010 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: I- 9--- Date: ordinances governing or local laws regulating doc: Cond -10/06 PG10 -006 Printed: 04 -22 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tultwila.wa.us • Building Permit No Mechanical Permit No. Plumbing/Gas Permit; Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: /34'8 SD Tenant Name :_ 2/114)D1,"' Property Owners Name: jAti'% Mailing Address: N ADI King Co Assessor's Tax No.: 9Z mil' %to/ Suite Number: Floor: New Tenant: 0 Yes ❑ .. No GDS -Ai�i City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued • ^ City pState Zip E -Mail Address: 130�� c /" / Fax Number: �� ^ U z6, ' a} /1141" % Day Telephone: "1-0 r 8 Z ` ) Name: Mailing Address: J,,O OLIO PP Lb L 414101, DD GENERAL CONTRACTOR INFORMATION.- (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: ere P Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record.' Company Name: Mailing Address: /' C) 1. B Up/p y P 4-7:0- ' 2 tj 94144r71-V5 j7d City State Zip Day Telephone ) o'-48 2&— Z.J D Fax Number: )- Dr- 2326 Contact Person: E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: 21) )•.r."9: ,,pp Mailing Address:__ 0 �y� r City State Zip Contact Person: A A )41111." ,kj /r 4 Day Telephone: --41/3-8 `B Z 62b— 1146— 809 2- E -Mail Address: rNEW- H:\Appleations\Fotms- Applications On Line\2009 Applications \ 1-2009 - Permit Application.doc Revised 1 -2009 bb Fax Number: Page 1 of 6 PLUMBING AND GAS PIPING ERNIIT INFORMATION - 206 - 431 -3`70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $_ Scope of Work (please provide detailed information): f4DDD N GIA[ 4 4r P14 Building Use (per Intl Building Code): 445M14--" 6,4/ ifr 6019P/ ic9 Occupancy (per Intl Building Code): it4 Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type:.. Qty .::Fixture Type:. Qty Fixture .Type .. Qty ;; Fixture Type: Qty . Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory ) Wash fountain Receptor, indirect waste Sinks Urinals Water Closet ) / Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping I Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:UpplieationsTonns- Applications On- Line\2009 Applications \1 -2009 Permit Applieation.doe Revised: 1 -2009 bh Page 5 of 6 • PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered, by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT 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: . ��V Date: l'---W 4° Print Name: f5)-LL //" Day Telephone: 5/0 6 6_Z) v Mailing Address: / P , ri— LD�-144/4 ,I,1027 City State Zip Date Application Accepted: 10 Date Application Expires: Staff Initials: ut4 H:tApplieations Fom1s- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bb Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: PG10 -006 Address: 1368 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/26/2010 Applicant: VALERIO'S BAKERY Issue Date: Receipt No.: R10 -00682 Initials: User ID: Payee: WER 1655 Payment Amount: $379.84 Payment Date: 04/22/2010 09:08 AM Balance: $0.00 ALAN REEVES TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC - Authorization No. 42102B ACCOUNT ITEM LIST: Description 379.84 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: $379.84 96.60 36.49 246.75 PAYMENT RECEIVED doc: Receipt -06 Printed: 04 -22 -2010 Cif of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R10 -00127 Initials: WER Payment Date: 01/26/2010 User ID: 1655 Total Payment: 1,414.62 Payee: DUKWILLA SEAFOOD CITY SET ID: 0126 - SET NAME: lal-lARMAceffle SET TRANSACTIONS: Set Member Amount D10 -019 EL10 -0053 M10 -009 PG10 -006 TOTAL: 1,183.58 109.13 72.56 49.35 1,183.58 PAYMENT RECEIVED TRANSACTION LIST: Type Method Description Amount Payment Check 1007 1,414.62 TOTAL: 1,414.62 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.322.100 000.345.832.00.0 000.345.830 TOTAL: 12.34 109.13 1,293.15 1,414.62 INSPECTION NO. 1` INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Projp Type ofinspection: Address: Date Called: C /, / - -, A,• 44 Special Instructions: Date Wanted: ., 7-- /, ..- /0 a.m. p.m. Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to.approval. z. COMMENTS: » ,-,i ;- C /, / - -, A,• 44 i kt kt — (1- 1)- k t Inspector: Date: 1-5---7D El $60.9REfNSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at�300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receip7No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION PG!0 -O0 , f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670: -. Project :. Typ f,lnspe ion: Address: 7 t ) Date Called: Special Instructions: Date Wanted: a.m. 10- V2 -1C) P.m. Requester: Phone No: 9 1 G7' -- ii2'OZ(S 'pproved per applicable codes. Corrections required prior to approval. CrOM \\MENTS: I 1 )��t �— } Ndra. — 0 CT5/"-% I''f( -..�. /1 9 Date' . ❑ 60 ,d0 REINSPECTION F E Prior to inspection, fee must be 'd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr �t /y Type of1lnspection / Address: 44 Date le _ G q f dal Special Instructions: i Date Wanted: . ,2 ,1 v p.m. iip m Requester: Phone No: Cl !(a -g( 2 —6? ZIS" Approved per applicable codes. Corrections required prior to approval. COMMENTS: n i,1 LJ n rvJed 1 4) Dn Inspector: li /U Date: %- j ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: x•;. �,.. 4c. . ._- r..*'��i!`�- '�`,n.��.�._:'.� ri" �Q'.,`_" �'.% s'. �1„-, �:,}"„ �i, �.'' �. ��'` �viR�S "`�.'s?'?vx#�'5:=-- ..- .'5M,�:. n`.r.aa Ert, INSPECTION NO. INSPECTION RECORD Retain a copy with permit P6/0— Oaf PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '2. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t: / - 1e_2,`o s 8/1-leery Type of Inspection: GraL4 Lid tk Address: / 31 3C-16(144( Date Called: Special Instructions: Date Wanted: '7 a.m. Requester: Phone No: a —00 ZLS- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspe ior: AJ� Date: lj ' 71 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT NO. 4.4°7 (206)431 -3670 L INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1)6 (o- oo(t) Project: Vt erros 13 &ker— Type of Inspection: fib., F,',--,e..1 - by-e._ +e54- 6(L e&r- VYl;142 (/4 c,rc- 13 (,c6 5 vc 111 c 6:1 +c r Date Called: 1 1 t, 6 rIp JeOf Special Instructions: Date Wanted: 7 1 i //0 ' p.m. Requester: pIgrI Phone No: q ((1 - 112- - O2-(S Approved per applicable codes. Corrections required prior to approval. COMMENTS: - by-e._ +e54- 6(L e&r- VYl;142 (/4 c,rc- ors Co /281!6 • rIp JeOf Inspector: V5 Date: /' f 1 U r7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .� .�. r• -ate Allen Johannessen Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 crtvuRIu APR O d 1010 PERMIT CENTER Please consider the following responses provided to satisfy the comments made for plan check # PG10 -006 In reference to Valerios' Bakery located at 1368 Southcenter Mall Suite #150 Tukwila, WA 98188. Response to Comment #1 :, See P -0.2, revised water calculation reference code to 2006 Uniform Plumbing Code (UPC). Response to Comment #2.1: See updated sheet T -1.0, clarified plumbing fixture calculations. Calculation provided for entire Seafood City Marketplace space which includes Seafood City market (D10 -022 & PG10 -008), Valerio's Bakery (D10 -019 & PG10 -006), Pinoy Kitchen (D10 -021 & PG10- .A 007, and Pharmacity (D10 -023 & PG 10 -009). Valerio's Bakery (suite #150) is providing staff only toilet room in addition to required toilet facilities. Response to Comment #2.2: See revised 1 /A -1.3, restroom vestibule has been provided to comply with IBC 2902.2.1.1 Washington State Amendments. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File April 5, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bill Beebe 1990 S Bundy Dr 4th Floor Los Angeles, CA 90025 RE: Correction Letter #2 Plumbing /Gas Piping Permit Application Number PG10 -006 Valerio's Bakery —1368 Southcenter Mall Suite 150 Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department and Public Works Departments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ifer Mar, all it Technician File: PG10 -006 W:\Permit Center \Correction Letters \2010\PG10 -006 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 15, 2010 Project Name: Valerio's Bakery Permit #: PG10 -006 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Sheet P -0.2 Water Calculations reference 2007 CPC. Revise calculations and title block to show compliance with the current 2006 Uniform Plumbing Code (UPC). 2. The following is a duplication of D10..019 building permit memo. For the purpose of showing consistency in all plans, please show changes on these plumbing plans for plan consistency. 1. Plumbing fixture calculations on the cover sheet indicates complying with Washington State (WS) Amendments of 1 fixture for each. 500 occupants; which not the adopted WS amendments. WS Amendments read for Mercantile, 200 sq. ft per person. If the calculations . are for this tenant then indicate as such in the title block. Revise the fixture calculation to show compliance for this tenant space only since it is not required for this tenant to supply bathroom fixtures for the entire Seafood City. In this case it appears the restroom is for the tenant space # "150" as a convenience for the employees. The Mall has provisions for general public toilet facilities in other locations through out the mall. Please revise plumbing fixture calculations. (IBC Table 2902.1 WS Amendments Group M) 2. Toilet room doors shall not open directly into .a room used for the preparation of food for service to the public. The unisex restroom shown may be provided with dividing walls outside the toilet room to create a vestibule, thus separating the restroom from the food prep area. Please revise floor plan as necessary to comply with plumbing codes. (IBC 2902.2.1.1 Washington State Amendments) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 5, 2010 PROJECT: Valerio's Bakery 1368 Southcenter Mall PERMIT NO: PG 10 -006 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) PW can not proceed with review of this permit application until the revised site plan prepared by a WA state professional engineer is included with this permit application. H: Joanna/PG10 -006a • • Carol E. Martin Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # PG10 -006 In reference to Valerios' Bakery located at 1368 Southcenter Mall Suite #150 Tukwila, WA 98188. Response to Comment #1: See updated T1.0 scope of work Response to Comment #2: See updated T1.0 — applicable codes Response to Comment #3: See revised plumbing drawings; sheets P -1.0, P -2.0 & P -3.0 — clarified extent of work for each permit and provided square footage & occupancy type for each suite. Also refer to bldg. summary/T1.0 for equation for occupant loading. Response to Comment #4: See updated T1.0 — provided table for plumbing fixture calculations. Response to Comment #5: See updated remarks for fixture mark number WH -2 & WH -6 on plumbing fixture schedule/P -0.2 — clarified hot water temperature to be no higher than 120 degrees. Response to Comment #6: See updated remark for fixture mark number IM-1 on plumbing fixture schedule/P -0.2 — install 1" approved type backflow prevention per code. Response to Comment #7: There will be no requirement for a type II hood for the commercial dishwasher used at kitchen locations. Response to Comment #8: Refer to updated general notes on sheet P -0.1 — note #26 has been added "All floors shall slope towards the floor drains per section 411.2.1 of 2006 UPC ". • • Response to Comment #9: Refer to sheet P -4.0 waste & vent isometric view showing sizes of waste and vent pipes and waste fixture unit schedule for total number of fixtures. All vent pipes are routed to the lower roof and will not affect the existing second floor or any mechanical units. Response to Comment #10: See updated sheet P -1.0 — provided general note indicating that all waste shall have a grade of 2% per section 708 of 2006 UPC — when pipe is 4" or larger. Response to Comment #11: Refer to sheet P -3.0 — provided pipe sizing table in accordance with table 402.2 & 402.4 Response to Comment #12: See updated 1 /A -1.3 and 3/A -1.2 for plumbing fixture typical mounting heights and updated applicable codes /T1.0 Response to Comment #13: See 2/A -1.3 — uni -sex toilet does not open directly to kitchen/prep area. Response to Comment #14: See A -1.1A, A -1.1B & A -1.2 sheets that has been included in this submittal. Response to Comment #15: See updated sheet T1.0 — bldg. summary Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File s • Joanna Spencer Public Works Department City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # PG10 -006 In reference to Valerios' Bakery located at 1368 Southcenter Mall Suite #150 Tukwila, WA 98188. Response to Comment #1: See revised reference sheet AR -1.2 that has been included for this submittal. Response to Comment #2: See revised plumbing drawings — clarified extent of work for each permit Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File March 2, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bill Beebe 1990 S Bundy Dr 4th Floor Los Angeles, CA 90025 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG10 -006 Valerio's Bakery —1368 Southcenter Mall Suite 150 Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department and Public Works Departments. Building Department: Carol Martin at 206 - 431 -3677 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: PG10 -006 W:\Permit Center\Correction Letters\2010\PG10 -006 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Carol Martin, Plan Examiner Building Division Review Memo Date: February 22, 2010 Project Name: Valerio's Bakery Permit #: PG10 -006 Plan Review: Carol E. Martin / Plans Examiner (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) The Building Services Division has completed its plan review for the proposed Plumbing / Gas portion of the Seafood Market. This letter summarizes our review and the revisions required on your next submittal. 1. The scope of work for this permit indicates general demolition and addition of service door. Please change scope of work to identify specific scope of work relative to this permit. Cloud the specific areas of work and provide only the specific plan drawings and details relative to the scope of work indicated. 2. Refer to Sheet T1.0 Title Sheet under "Applicable Codes ". Revise the Code information to comply with current requirements for the City of Tukwila. These requirements shall be amended to include the 2006 Fuel and Gas Code/ 2006 Mechanical Code / SMACNA / 2003 ICC /ANSI 117.1 & 2006 IBC Chapter 11 / all with WA State Amendments. 3. Refer to Sheets P -1.0, P -2.0, P -3.0. Revise and submit a separate sheet indicating the Suite Numbers with separating line divisions between Suites. This should include Square Footages /Occupancy Type / & Equation for Occupant Loading. It is unclear which suites are which within the plans submitted. 4. Refer to Sheet T1.0 Title Sheet under "Applicable Codes ". Revise and submit a table in conformance with 2902.1 "Minimum Plumbing Fixtures" in the WA State Amendments 2006 IBC. 5. Refer to Sheet P -0.2. under "Plumbing Fixture Schedule." Mark Number WH -2 & WH -6 have a remark indicating the temperature be set a 140 degrees. Section 413.1 of the 2006 UPC indicates limitation of hot water temperature for Public lavatories to be no higher than 120 degrees. Revise on re- submittal. 6. Refer to Sheet P -0.2 under "Plumbing Fixture Schedule ". Mark Number IM-1. The ice machine will require integral backflow protection or have a certified backflow test conducted prior to Plumbing Final. Provide the Manufacturer's Specification's indicating integral protection for the plumbing inspector at time of inspection. Prior to Certificate of Occupancy an independent agency shall inspect & approve all backflow devices such as soda dispensers, double check valves, reduced pressure preventer, etc. • • 7. Refer to Sheet P -0.2. Will there be a requirement for a commercial dish washing within the two kitchen areas? If so, this should be addressed and incorporated within the next submittal and should be reflected on the Mechanical Permit for installation of a Type 11 Hood for exhaust. 8. Refer to Sheet P -1.0. Revise and include a General Note indicating that all floors shall slope towards the Floor Drains per Section 411.2.1 of the 2006 UPC. 9. Refer to Sheet P -1.0. Upon submittal of permit #PG10 -008 a declaration of "Fixture Quantities" was submitted. These quantities do not concur with actual quantities shown on the submitted plans. Our calculations of "Sinks" total 64. Adjust quantities accordingly on next submittal. An adjustment will be made on the Permit Fees. Outstanding fees are due prior to picking up Approved Set of Plans. An "Isometric" drawing showing the sizing of Waste & Venting for all fixtures must be submitted within the 2 "d submittal. A table showing Fixture Unit totals per Vent. How does this effect the 2nd Floor above the Market? Several Vents go through the roof without off setting. How will this effect the roof and mechanical units for off sets & intakes? 10. Refer to Sheet P -1.0. Revise and include a General Note indicating that all Waste shall have a grade of 2 percent per Section 708 of the 2006 UPC when pipe is 4 inches or larger. *Only when approved by the Authorities Having Jurisdiction shall the pipe be laid at 1 percent. 11. A separate Sheet shall be submitted for Gas Piping Fixtures. Use Table 402.2 for estimating the volume of gas to be supplied. Or, per section 402.3 of the 2006 International Fuel Gas Code. Gas piping shall be sized in accordance with one of the following : a. Pipe sizing tables or sizing equations in accordance w /section 402.4 b. The sizing tables included in a listed piping systems manufacturers installation instructions. c. Other approved engineering methods. 12. Revise and submit a separate sheet including "Accessibility" requirements for all Plumbing fixtures. This sheet should include Plan Views, Elevations, Dimensioning for Heights and Placement of fixtures and grab bars. A General Note indicating compliance with the 2003 ICC /ANSI A117.1 & Chapter. 11 of the 2006 International Building Code with all WA State Amendments. 13. Refer to Sheet P -1.0. There is a Uni -Sex restroom adjacent to Pinoy Kitchen. This is a Code violation Section 2902.2.1.1 of the 2006 IBC & WA State Amendments. Toilet rooms shall not open directly into a room used for the preparation of food for service to the public or residents of Group R -2 Boarding Homes & Residential Treatment Facilities Li censed by WA State. This restroom will have to be re- located. 14. Revise and submit sheets A -1.1 & A -1.2 of the Building Permit Submittal. These sheets need to be inserted within the previous submittal sheets. We will not accept loose sheet revisions independently. 15. Revise and submit relevant Code information with regards to Type of Construction /Sprinklered/Non- Sprinklered per Chapter 6 of the 2006 IBC. Insert this information on the Title Sheet. • • Any omissions in these review comments or errors that may be subsequently found within the plans or specifications shall not be construed as an approval to reduce or waive the requirements of the Codes. The review comments contained herein apply to the Plumbing /Gas portion & related construction. Please ensure that all changes or modifications that have occurred through these review processes, or through other revisions that effect the building plan submittal are incorporated prior to re- submittal. Every effort has been made to ensure that these comments are as complete and comprehensive as possible, however, the City reserves the right to request additional information or revisions as may be necessary upon review of re- submittal. Please review and address each of the remaining comments noted above and submit (2) revised plans and corresponding letter of response for our review. If there are any questions, or I can be of further assistance, please feel free to contact me via telephone at (206)431 -3677 or via e-mail cmartin @ci.tukwila.wa.us • or PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 1, 2010 PROJECT: Valerio's Bakery 1370 Southcenter Mall, Ste 150 PERMIT NO: PG 10 -006 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please include a revised sheet AR 1.2 as reference, so Public Works can verify the correct location of pipe penetrations through the outside building walls. This sheet shall be revised per attached Public Works Department Comments pertaining to SC Exterior /Site Work Permit D10- 020. Make sure the Revision No. and date are entered. 2) On your plumbing plans please cloud the work that pertain only to the Valerio's Bakery in Ste #150. H: Joanna/PG10 -006. • PRMITCOORDCOPv r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -006 DATE: 04/06/10 PROJECT NAME: VALERIO'S BAKERY SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 150 Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: dirt ivision Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: DUE DATE: 04/08/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route l Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/06/10 Approved [1 Approved with Conditions Not Approved (attach comments) 1 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshouting slip.doc 2 -28 -02 PLAN • fNG SLIP ACTIVITY NUMBER: PG10 -006 PROJECT NAME: VALERIO'S BAKERY DATE: 03/10/10 SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 150 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS; 'vision �.. s Fire Prevention Structural Planning Division Permit Coordinator w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete g Comments: Incomplete ❑ DUE DATE: 03/11/10 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/08/10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (,,l CORRECTION LETTER MAILED: K01 V `r Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials:)V" Documents/routing slip.doc 2 -28 -02 "PERMIT COOED COPY el PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -006 DATE: 01 -26 -10 PROJECT NAME: VALERIO'S BAKERY SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 150 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ,(° building D i h1� ``�� Ivlslon 13'bT C -pK1 tie -1 D u Ic Works Fire Prevention Structural Planning Division nPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete U DUE DATE: 01-28-10 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-25-10 Approved U Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 3-)--t O Departments issued corrections: Bldg Fire ❑ Ping ❑ PW- Staff Initials: Documents/routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. �, r V Date: 1 (� Plan Check/Permit Number: u I 0 --P ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: C C J Project Address: _ Contact Person: l�NERI)_ • _.A , Phone Number: 3 t - Fa, a I © 0 Summary of Revision: C1 1Y pF APR 0 0 201Q PERMIT CENTEk i--(p2 Le_ QD, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: //� Entered in Permits Plus on 01-11fA Cfr) \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 070172.C10 Plan Check/Permit Number: PG 10 -006 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED CITY OF TUI(WU MAR .10 2010 0 4mr r CENTER Project Name: Valerio's Bakery Project Address: 1368 Southcenter Mall Contact Person: NI 1500C14 Phone Number: 61E, 735-5551 Summary of Revision: firyk a1Et7 SheetNumber(s): T1•0_, 1 fr- 1.115, M.3/ I o. , ro r t, ).o r -2.o "Cloud" or highlight all areas of revision including date ,ofrevision Received at the City of Tukwila Permit Center by: l�" , " Entered in Permits Plus on �� 0 \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEt1 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 Tilton Pacific Const Inc UBI No. 602872954 Phone 9166307200 Status Active Address 4150 Citrus Ave License No. TILTOPC909CP Suite /Apt. License Type Construction Contractor City Rocklin Effective Date 2/16/2010 State Ca Expiration Date 2/16/2012 Zip 95677 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name . Role Effective Date 'Expiration Date Tilton, James Richard President 02/16/2010 Tilton, Stephanie Kathleen Secretary 02/16/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 INS CO OF THE WEST 2304298 02/11/2010 Until Cancelled $12,000.00 02/16/2010 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 1 AMERICAN GUARANTEE Et LIABILITY CP0427795001 01/01/2010 01/01/2011 $1,000,000.00 02/16/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 04/22/2010 Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 /1 ,1. .'' ERBERT N. NADEL STATE OF WASHINGTON GISTERED CHITECT SEPARATE PERM1T REQUIRED FOR: �echanigl lrElectncal ❑ Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of INork without prior approval of Tukwila Building Division. NOTE Revisions will require a new plan submittal and may include additional plan review fees. FED. Permit No. Plan review approval is s ubject to errors and omissions. Approval of construction documents does not aphorize the violation of any ado code or ordinance. Receipt of approved Field 9bp cations is acknowledged: gag30 RM:=AW _0(0)1RACF1)) MgE=BECDC) C I V I L ENGINEER: PAC LAND 1505 WESTLAKE AVE. N. SUITE 305 SEATTLE, WA. xS1041 (206) 522 -g5I0 (206) 522 -8344' FAX ATTN: BILL FORTUNATO (CONSULTANT UNDER CONTRACT WITH OWNER) STRUCTURAL ENGINEER: ANF a 420 TELSTAR AVE., SUITE IIS EL' MONTE, CA. 411131 (626) 445 -8152 (626) 44S -80x2 FAX ATTN: MICHAEL WANG ELEGTRI GAL ENG I NEER MECH. 4 PLUMB.` ENGINEER: HALL 15 ENGINEERING 5410 WILSHIRE BLVD., #602 LOS ANGELES, CA. x0036 (325) cI55- 1068` ATTN: LEN 'FINBERG MBSE 31332 VIA COLINA, UNIT #112 WESTLAKE VILLAGE, CA. x1362 (8I5) 735 -5551 (515) 135 -5554 FAX ATTN: BILL 1300TH (PLUMB.) ATTN: TOM NASROLLAHI (MECH) (5I5) 345 -1556 (515) 345 -0111 FAX SUITE #150 (VALERI05 BAKERY) REFERENCE PERMIT #: BLDG. $ SAFETY - D10-011 MECHANICAL -. MIO -00Q PLUMBING - PGI0 -006 ELECTRICAL - - ELI 0 -0053 HEALTH - - - SRI'S-1'108 KEYNOTE REFERENCE NUMBER INTERIOR ELEVATION 2 DIRECTION OF WALLS WALL NUMBER PLAN CHANGE/BULLETIN EXTERIOR MATERIAL COLOR REFERENCE TUI ZVULA' DETAIL: REFERENCE ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING- WASHINGTON -STATE AMENDMENTS I. 2006 INTERNATIONAL BUILDING; CODE EXISTING -TWO STORY BUILDING CONSTRUCT! ON TYPE 15 TYPE II -V FULLY SPRINKLERED ", OCCUPANT LOAD` ANALYSIS PER TABLE 004 1.1 2006 IBC 2. 2006 INTERNATIONAL BUILDING CODE CHAPTER I I ICC /ANSI AI 11.1 (2003), ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ALL WORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. 2 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE WORK: REPORT ANY DISCREPANCIES AND /:OR POTENTIAL PROBLEMS TO THE ARCHITECT, PRIOR TO PROCEEDING. 3. 2006 INTERNATIONAL MECHAN I CAL CODE 4. 2006 INTERNATIONAL FIRE CODE O 5. 2006 UNIFORM PLUMBING CODE 6. 2006 WASHINGTON STATE ENERGY CODE 1. '' 2006' WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE E .ODE (NFPA 10 8. 2008 NATIONAL ECTRICAL L (N 10) 2006 INTERNATIONAL FUEL 4 GAS; CODE Suite # Description Occupant Load Factor Egress Provided Inches 100 ISFC Market = Occup. Group M 30,427 680 500 Sales I 19,7491 1,099 301 658.3 200 5.5 500 12.81 Locker Room 110 120 130. 140 Retail Occup. Group M Retail - Occup. Group M Retail (Pharmacity) Occup. Group M Food (Pinoy Kitchen) = Occup. Group A -2 0.8, 0.9 6.5 11.8 Kitchen Customer /Seating 1,274 200 6.4 1,0801 15' 72,0. 150 Retail (Valerio's Bakery) - Occup Group M i 1,506' NO SCALE Kitchen Sales 537 200 4.8 30 17.9 DIFFERED SUBMITTAL A/C` AIR CONDITIONING A.C. ASPHALTIC CONCRETE A.F.F. ABOVE FINISH FLOOR ALUM. AL AL UMINUM A.S.R. AUTOMATIC SPRINKLER RISER G.B. CATCH BASIN G.J. CONTROL JOINT G.L. CENTER LINE CLG. CEILING GLR. CLEAR COL. ' COLUMN CONE. CONCRETE CONT. CONTINUOUS C.T. CERAMIC TILE L D.S. DOWN SPOUT E.D.F. ELECTRIC DRINKING FOUNTAIN EXPANSION E.J. JOINT E.W.G. ELECTRIC WATER COOLER EXP. EXPOSED F.D. FLOOR DRAIN F.G. FINISH GRADE F.H. FIRE HYDRANT FIN. FINISH FLR. FLOOR F.O.G. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.5. FINISH SURFACE / FLOOR SINK M.H. MANHOLE M.O. MASONRY OPENING MTR. METER N.I.C. NOT IN CONTRACT G N.T.S. : NOT TO SCALE 0/. OVER O.G. ON CENTER O.D. OVERFLOW DRAIN 0.5. OVERFLOW SCUPPER' OPP. OPPOSITE P.L. PROPERTY LINE P.O.G. POINT OF CONNECTION R.D. SIM. T.M. T.P. T.S. TYP.. U.N.O. ROOF DRAIN THGENTER 5 . 1568 SOU L. VD TU K''l I A WASH I NGTON L KING COUNTY APN: c12024100IO FIRE SPRINKLER FIRE ALARM RACK 4 GONDOLA ANCHOR DETAILS Utility Room Toilet Rooms Corridors 565 Loading Dock Totals 35,936 GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS. (N.I.C.) A 4. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS ( OR ACCESS DOORS ) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF - CLOSING DEVICES IN ONE (I) HOUR RATED CONSTRUCTION. 5. ALL PENETRATIONS: AT FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 6. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, AND/ OR CANOPIES' AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. 1 EXIT SIGNS, WHERE NOTED' OR REQUIRED SHALL BE WORDED "EXIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 5/4" WIDE AND AT LEAST 6" NIGH AND SHALL CONFORM TO CODES AND / OR APPLICABLE REGULATIONS. e. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. q. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED FA BOLTS ARE PROHIBITED. TYPE. FLUSH BOLTS: OR SURFACE BO L ATE T AM ENDMENTS PER TABLE: 2902.1.2006 IBC &" ' WA STATE Occupant Load # of Total # of.1 . Factor Occupants Occupants! 1071 Est SF Description SF Breakdown SFC Market OccupGroup M 30,4271 42 7 1 Sales Kitchen Warehouse /Storage SIMILAR TOP OF CONCRETE TOP OF MASONRY TOP OF PARAPET TOP OF SHEATHING TYPICAL UNLESS NOTED. OTHERWISE WITH WATER HEATER WATER VERIFY IN FIELD BUILDING: MO ISH MAJORITY OF EXISTING. 10 IMPROVEMENTS LANDLORD WILL DE L I. ..DEMO ITION OF REMAINING EXISTING INTER R I L ( SLAB ' IMPROVEMENTS IN THEIR SCOPE). DEMOL FLOOR ITION OF PORTIONS OF EXISTING L LA FOR FLOOR DRAINS, FLOOR SINKS AND. TRENCH DRAINS. 2. NEW BUILDING OPENING SERVICE DOOR). L ( R) N OF GROUND F 3. TENANT `IMPROVEMENTS OF PORTION OF. GROUND FLOOR (BALANCE O GRO FLOOR - 5,555 SF AND ENTIRE SECOND FLOOR TO B E IMPROVED UNDER SEPARATE PERMIT BY WESTFIELD. 4. NOT USED MECHANICAL 5. T M HEAT PUMP UNITS EXHAUST 4 INSTALLATION OF NEW MECHANICAL VENTILATION SYSTEM (NEW SPLI SYSTEM , SUPPLY FANS AND KITCHEN HOODS) AS INDICATED ON PLANS. PLUMBING: 6. INSTALLATION OF NEW PLUMBING FIXTURES; AND PIPING (SANITARY WASTE, HOT 4 COLD WATER AND GAS LINES) TO BE TIED INTO EXISTING PLUMBING' SYSTEM AS INDICATED ON PLANS. 19,749 200 98.7 1,0991 200 d 5.5 12� 000; 6,4 I 5,000 1.3 Locker Room g ` 1281 200 Office 111 200 110 ' Retail -, Occup. Group M 1631 200 u M 85 ; 120 Reta it Occup. Group 1 , 130. Retail (Pharmacity) - Occup. Group M 1,301 1 140 j Food ( Pinoy Kitchen) - Occup. Group A -2 2,.354, Kitchen 1,274 1 200 in 1 Customer /Seat g ,0801 t 30 150 ' Retail (Valerio's Bakery) - Occup. Group M 10. PROVIDE' A READILY VISIBLE, DURABLE' SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR' MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS NOT LESS T HAN ;1 INCH G HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. II. EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2 BELOW THE THRESHOLD. ALL EXPOSED ELECTRICAL EQUIPMENT, CONDUITS,PLUMBING LINES, ETC... SHALL BE PAINTED" WITH MIN.(2) COATS OF PAINT TO MATCH THE ADJACENT SURFACES. CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS, DRIVEWAYS, ETC., PRIOR' TO POURING CONCRETE' OR LAYING ASPHALT PAVING. . THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE UNIT ADDRESS AND / OR SUITE NIT PER CITY AND FIRE DEPT. NUMBERS O REQUIREMENTS. VERIFY SIZE, AND LOCATIONS, COLOR L G , PRIOR TO PROCEEDING. 200 4.8 i 200 _ -_.. ?.7i Entry Vestibule. 'Utility Room 'Toilet Rooms 'Corridors 'Loading Dock 2431 3191 _: I 2591 5651 1,5421 !Totals Comments Occ Load per Actual toilet and DF facilities will be constructed under Seafood City market. permits (D10 -022 & PG10-008). OBTAIN TENANT'S LATEST CRITERIA`DRAWINGS AND'/ OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING,` MECHANICAL AND ELECTRICAL ROUGH -IN, STUB -UPS, ETC. THE GENRAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE,' PRIOR TO POURING CONCRETE FLOOR SLAB OR APPLING FINISHES ON WALL S: . THE GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN` APPROVALS FROM THE INSURANCE SERVICE OFFICE (150) WHEN REQUIRED BY OWNER, BUILDING / FIRE DEPARTMENT AND_ OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION: OF SITE WATER MAIN TO INTERIOR OF BUILDING. Drinking Fountains! Calculation provided fbr entire Seafood City Marketplace space (which includes Seafood City market (D10-022.& PG10 -008), Valerio's Bakery (D10-019 & PG10- 1006), Pinoy Kitchen (D10 -021 &'PG10-007, and Pharmacity (610-023& PG.10 -Po 009). Valerio's Bakery (D10 -019 & PG10 -006) and Pharmacity (D10 -023 & PG 10- 1009) are providing staff only toilet rooms in addition to required toilet - facilities- GENERAL' CONTRACTOR TO CLEAN UP . AND REMOVE ALL REFUSE MATERIALS, CONDUIT, WIRES, ETC... AT END OF EACH SHIFT. BIDDERS (GENERAL CONTRACTORS AND SUB- CONTRACTORS) SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECT'S DRAWINGS; AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, OMMISSION, CLARIFICATION, ETC. OF ANY INFORMATION NECESSARY FOR THE COMPLETION OF THEIR WORK. 2. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDIGATED OR RESONABLY INFERRED OR REQUIRED BY ANY APPLICABLE LOSE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPER FINISHED JOB. 5. CONTRACTOR PRIOR TO BIDDING SHALL MAKE ALL APPLICABLE DRAWINGS AVAILABLE TO ALL SUB- BIDDERS TO ENSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR' WORK. THE GENERAL CONTRACTOR'S BID SHALL BE DEEMED COMPLETE: AND REPRESENTING THE CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. O T 4. ANY CONTRACTOR `PRIOR TO INS ALL OR PROCUREMENT ATION OF MATERIALS SHALL NOTIFY THE ARCHITECT OF PROBLEMS, IF ANY. FAILURE TO DO 50 SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURES SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND WITHOUT IMPACT TO THE PROJECT: SCHEDULE. 5. THE INTENTION OF THE CONSTRUCTION DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRASNSPORTATION NECESSARY FOR COMPLETE : AND PROPER EXECUTION OF THE WORK. SHEET INDEX GENERAL: T- TI TL E SHEET T I.O CIVIL: 1; D -I.0 DEMOLITION AND T.E.S.G. PLAN 0-3.0 GREASE INTERCEPTOR PLAN G -5.0 SANITARY SEWER DETAILS ARCHITECTURAL: AR - I.O OVERALL RE F ERE NCE SITE PLAN AR-1 .I ENLARGED ` REFERENCE SITE PLAN 4 HARDSGAPE PLAN A -0.0 OVERALL REFERENCE FLOOR PLAN DA -I.0' DEMOLITION PLAN A -I.0 FLOOR PLAN 6. `'EXISTING BUILDING FEATURES / GONDITIONS' (INCLUDING UNDER` SLAB. UTILITIES OR STRUCTURE) WERE SHOWN FROM RECORD DRAWINGS PROVIDED BY LANDLORD (WESTFIELD). WHICH WERE TAKEN TO REFLECT THESE EXISTING "CONDITIONS. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING' HIS WORK. 1. WHERE NO CONSTRUCTION' DETAILS ARE SHOWN OR NOTED FOR A ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME E DRAWINGS AND/OR RK. SHOWN ON THE AS FOR SIMILAR WO SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 8. WHEN SHOP -DRAWINGS A ARE REQUIRED ALL DIMENSIONS ARE TO BE VERIFIED AT THE JOB SITE. BYN THE GENERAL CONTRACT OR PRIOR` TO FABRICATION OF THE ITEM. AN A -I.2 ENLARGED FLOOR PLANS, ELEVATIONS 4 DETAILS A -I.3 SUITE 150 ENLARGED PLANS A -1.4A GUITC 140 ENLARGED PLANS A -1.413 : Ut1L I�KJ Ln�f'tl'GC.LL� I Lhr4J A -1 GiJITC ...0 ENLARGED 1'LAN3 A -I.6 1-LOOR FINIGI I` PLAN A 2.1 RCCLCGTCD CCILINC'PLAN DETAIL A -3.0 ': ROOF PLAN A 4.▪ 1 MAIN SALES IPHTCiZIOR ELEVATIONS A -4.2 SUITE 130, 140 4 150 INTERIOR ELEVATIONS A - .r.0 ENTRY SECTION A -6.0 MISCELLANEOUS DETAILS -� A -b.l MIICCLLANCOU� DETAIL I A -1.0 DOOR 4 ROOM FINISH SCHEDULE STRUCTURAL: STO GENERAL NOTES STI FOUNDATION DETAILS 5T2 ROOF FRAMING DETAILS 4 MISCELLANEOUS DETAILS ST3 MISCELLANEOUS DETAILS DI .0 DEMOLITION FOUN DATION PLAN 172.0 2ND FL OOR FRAMING PLAN 51.0 FOUNDATION PLAN 52.0 2ND FLOOR FRAMING PLAN OT INCLUDED q. WORK N N UDED _ IN CONTRACT WILL BE DESIGNATED: AS - "NI C", "FUTURE" OR "BY OWNER" AND MAY BE EXCLUDED" FROM THE CONSTRUCTION CONTRACT.' ALL OTHER WORK REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BID PRICE. 10. CONTRACTOR SHALL PROVIDE ANY AND ALL SHORING AND BRACING' NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PAR TS OF THE PROJECT DURING GON STRUCTION. II. 5IGNAGE SHALL BE CONTRACTED DIRECTLY BY THE OWNER. THE GENERAL CONTRACTOR SHALL - PROV IDE ..1-BOXES, ACCESS PANELS 5 AND NECESSARY BLOCKING FOR FASTENING OF SIGNS. CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WITH OWNER S SIGN CONTRACTOR. ELECTRICAL: SINGLE LINE DIAGRAM AND SYMBOLS LEGEND ADDITIONAL NOTES PUBLIC HEALTH SEATTLE ' 4 KING. COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. MECHANICAL: DETAILS AND NOTES ANI AL SCHEDULE, M 1 MEGH G M-2 MEGHAN 1 GAL FLOOR PLAN M-5 MECHANICAL RO OF PLAN M-4 ENLARGED FLOOR TENANT MECHANICAL P N HIRE HOODS EXHAUST FANS, AND. MUA UNITS M -5 CAPTIVE , M -6 ENERGY FORMS PLUMBING: P -0.I PLUMBING COVER SHEET P-0.2 PLUMBING SCHEDULE P-0.3 PLUMBING DETAILS P -1.0 WASTE AND VENT P -2.0 HOT AND COLD WATER P -3.0 GAS PLAN P -4.0 WASTE 4 VENT ISOMETRIC VIEW REVISIONS: REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2010 k- ityofTukwila BUILDING DIUI.41f1N 02-09-10 SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04-10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 It I cONL:kb) =11.4 IL !G %•ulV,itJf / CB RlM ==2 2 " oNC(W 15. 1E ' " CONC(N 1 CONC(N»5. e1p' DI(SE1 CURB •GUTTER `+ SSMH RIM=--27.65 + CL CHAN 10" (W /S) =15.2 i ASPHALT ` OTECTION, TR. CB Riff =2, .301 IE •4 "CONC(N) =19.1 1E 1 "Cow (E) =20.3 IE 12 "CON S) 19. IE 12 "C0kiC)i. IEE12 "CNC(EV22, ‘h ik7 • m m 41, SDMH RIM =27.28 IE 12 "DI(N ) =19.3 ) =19.3 CB RIM 22.82 E 6 "CONC E) 20.8 / SDMH R1 2 47 IE 24 "CONC(NW 1 .2 1E 12"CONC(N) 47.1/ 15' ESM'T ROW IMPROI*MENTS ti-ilk-ITIES REC. # 2007061Q00339 FF =28.8 COLUMN 10' CONC (TYP) WALL DRAIN -' 14' CONC WALE CB RIM =25.92 '-SSMH RIM =26.23 1E CL' CHAN 10" NW /S /E =16.0 • CONC. COLUMN t- CB RIM =27.54 IE 12 "CONC(N) =23.2 IE 10 "CONC(S) =23.2 -CONTRACTOR m SHORE 1 YD R1M =28.60 PROTECT EX. UTILITIES WITHIN YD R1M =28.63 DEMOLITION AREA IE8 "PVC(S) =26.3 -GB RIM =27.50 IE 12 "CONC(NW) =23.O IE 12 "CONC(S) =23.1 CONC. COLUMN COLUMN FF =28.8 COLUMN (TYP) - + • __ SSMH RIM =27.48 1 Uo, CL CHAN 10" it ,, j 4 /S) fi >, , / / DEMOLITION KEY 0 DEMOLISH EXISTING CONCRETE CURB. DEMOLISHED CONCRETE MAY BE CRUSHED ON- SITE AND REUSED. AS FILL IN PARKING . AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. ® DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND ' WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. C DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. DEMOLISHED ASPHALT MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. © SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. SAWCUT UNES SHOWN ARE APPROXIMATE. C> PROTECT EXISTING BUILDING TO REMAIN 14 PROTECT EXISTING UTILITY TO REMAIN 15 PROTECT EXISTING PAVEMENT TO REMAIN 17 PROTECT EXISTING TREE TO REMAIN • 18 REMOVE EXISTING BOLLARDS 19 DEMOLISH EXISTING CONCRETE PAVEMENT TO NEARES JOINT. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. REMOVE EXISTING SIGN. STORE FOR REUSE & REINSTALL SIGN WHEN ' CONCRETE SIDEWALK IS REPLACED. 16'. PLU DMH)iIM 7. E 12 CO C( ' =2,V K// EI IE 1C(N) =19.5 S MH 'I M 27. 4 IE ."01•19t, -' •.9 rakiktfilik11611116.. ss F1RE LANE CONC CURB / CO. E SEMEN ASPHALT SOMH RIM =27.45 lE 16 CONC(S) =23.3 _---- CONTRACTOR TO 17 SHORE / =28.8 PROTECT EX. BRICK UTILITIES WITHIN j WALL: DEMOLITION AREA YD RIM =28.67 IE 8"PVC(W) =28.5 10" 0 DRAINAGE GRATE N RECTANGULAR GRATE SHOWN - FF =28. YD RIM= 28.64 IE 8 "PVC(W)= YD RIM =28. IE 8 "Cl (W) =24 -SSMH RIM=-.27.28 IE CL CHAN 10" (N /W) =16.7 t-Yi - ' 40.7 ti I ,141 - ."- egia, .4t1...110". 0 iliro&r411.--- , --?:„„.,,,„,,,,,,.,,,r- sA:14::::;:,,,v4k or_ ,tt.,•.;,, \ \v., ►�� FF =28.9 FF =28.8 28.8 `- PLASTER COLUMN ( RIK4 =27.37 ;HAN.10 "PVC ' SE /SW) =17.5 t RIM =27.50 g -IAN 10"PVC `? /E /W) =17.5 -, - ACCESS LIDS GREASE TRAP -BR1Kv .v C LIMN (TYP) CONTRACTOR TO SHORE / PROTECT EX. UTILITIES WITHIN DEMOLITION AREA FF=28.8 CB RIM =27.7 IE 24 "CONC(E) =2 IF 18 "CONC(S) =20. NOTE: UNABLE TO DETERMINE IF PIPE TAPERS (E) TO 12" DIAMETER. =27.36 NC(s) =22: CCW) X22. PROTECTION, TV. \ .;N\ FND. CASED .1'"`3.!T'.. .SM ' F 32 08 1, \ . r \ CDIM =23.16 METER BOX IE 12 "CON' (W) .16.3 IE 12 "CONC(E) =16.3 / 1 FLu 1 ` / � `,t` ,l 5" Dsc i0 OAt OVERFLOW BYPASS (TYP.) NEW LOT A PENDING BINDING IMPROVEMENT SITE PLAN GENERAL DEMOLITION NOTES BIKE RACK BRICK COLUMN \ \ \ \ \ \ - o SDMr RIM,---- 27.57 IE 1 2 "CONC(N) =20.6 IE 1 �'CONC(E) =20.4 1E 12r, CONC(S).-----20.7 / .1R-9 - / / / MOD: WSDOT DETAIL 1- 40.20 -00 REV: 9/20/07 • •; SD RIM --.24.1Z IE 15"CONC(W) =16.7 1E 24 "CONC(E) =15.7 = 1E 12 "CONC(S) =18.9 i r f f i i 16 ":PLU DEMOUTTON NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004 ` THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMP ROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. i if tAtztitoto ." gi I r CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION F UTIU11 S. IT SHALL BE THE RESPONSIBILITY OF THE 0 E E ES CONTRACTOR TO RELOCATE ALL EXI OCA A STING .UTILITIES AND EXISTING IMPROVE M EN T S WH I CH CONFLICT CT IMPROVEMENTS WITH THE PROPOSED ON THE PLANS. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODE& CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3 COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THA T THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' R , BEYOND FOUNDATIONS, SHALL BE REMOVED. 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED, CONSTRUCTION. 8. CONTRACTOR SHALL COORDINATE CONSTRUCTION PHASING WIN SOUTHCENTER MALL MANAGEMENT. REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2010 R City � of Tukwila BUIL DING DIVISION EXISTING UTILITY TO BE DEMOLISHED ///////////// REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE SAWCUT - - - - CATCH BASIN INLET PROTECTION LIMITS OF CONSTRUCTION --- GRAPHIC SCALE z�d.�. •�es�4 ` _ to. _ Date By :. Re o rptan r l 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 1E 12"CONC(S)=21.4 IE 12"CONC(S)=21.0 OIL 'A' /7/ CB R.M=24.21 '--- 4E 24"CONC(E)=17.9 IC lEsst ONC(S)=--18.2 \tt. CB RIM = 24.52 24"CONC(W)=15.7 IE V4"CONC(NE)=15.7 IE \I 2"CONC(N)=15.7 IE y 2" DI(SE)=-17.2 • INTERCEPTOR MODEL 1=1.01:1 UCP I CB RIM-L. 24.14 1E 24"CONC(W =16.7 1E 24"CONC(E )=16.5 \ CONC CURB NE\W/NLOT A PENDING i3INDING /// \ IMPROVEMENT \SITE Pi AN ISEDMi 2H.DIRIIN111.;2) JE 12.7.01(..S.Q.-:19. \ SSMH RIM --=27.65 CL CHAN 10" (W/S)=15.2 ASPHALT •-........ .A C9Brk=22.82 1E 1 g CONC(S)=19.1\ / /E 6" C CO BN CR( Si ME5 -.. .2208.8 \ \ ‘ N / SDMH RI M=23.47 \ IE 24"CONC(NW)=13.2 \ IE 12"CONC(N)=17.1 \ 15' ESM'T ROW IMPROVMENTS / UTILITIES REC. # 20070619000339 l I s' \ CB R1M=23.46 / 15' \ 1E 6"CONC(SE)=-22.1....„/ .` ■..._ ** HEAT TRACE REQUIRED CLEANOUT #1 - (SAMPLE TEES) RIM.-- 25.30 NC(N)=19.1 NC(E)=20.3 NC(S)=-19.3 NC(W).--20.1. 1 SD ---- CB RIM =26.48 1E 12"CONC(W)=21.2 IE 12"CONC(SE)=22.0 \ CB RIM=25.92 1E 12"CONC(E)=21.0 cir sit"12:CON C(1)=-21.0 -SSMH R1M=26.23 1E CL CHAN 10" NW/S/E=16.0 ;Mg. CHAN (NW/S)=17.6 CONNECT! N Si ':„7pvc 6"Xi 0" e„ CONC. COLUMN FF=28.8 " COLUMN 10' CONC (TYP) WALL • - CB RIM=27.54 • 1E 12"CONC(N)=23.2 1E 10"CONC(S)=23.2 22LF 6" SS 15.6% CB RIM =27.50 6" sIsE co12:cCO0NN cC((Ns)V=) 2=32.31 .0 SEAFOOD DRAIN .--uZ L- k' 14' WA A . 6 G IE 22.80 YD R1M=28.60 IE 8"PVC(S)=26.4 --" YD RIM =28.63 IE 8"PVC(S)= 26.3 ;3711 6 uop.__ no 4.08% -SSMH RIM=27.48 I CL CHAN 10" 8"(NW)=--14.9 6" GWCO /IE = 1944 . 14, CB RIM =23.43 IE 12''CONC(E)=18.6 qB RIM =22.57 1E 12"CONC(W)=16.3 IE 12''CONC(E)=15.9 7A' 131A. LOGIOr40 FRAblE &COVER Nita GAS TIGHT 3 Kw (2 FLOE' ON 677-GA) i.j-. -era i i 11 1 1 I ,IN -- Mg ,...c 1 '• -- 0 r "MP Li I 1 I re• 1 T - imtiriZr.214/t3rAltercs . GROUT ALL AROUND BOTH 8033 213 LENGTH MOT 110 LE 1G111 16" PLU !gat 1. REFER TO CHAPTER 8 OF THESE STANDARDS. 2. CONCRETE: 28 DAY COMPRESSNE STRENGTH ft = 4500 PSI 3. REBAR: ASTIR A-615 GRADE 60. 4. fiIIESH: ASTY A-185 GRADE W. 4. DESIGN: ACI-318-83 BUILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER ND WASTEWATER STRUCTURES". 5, LOADS: 11-20 TRUCICIMiEEL WITH 30% IMPACT PER AASHTO. 8. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTBA. T. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLYGRAY WATER. IOCCEFFT DISHWASHERS. BACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. SECTION kA R1M=27.22 CON C(S)=21 UGP --- II , SDMH R =27.32 , 1E 12"C NC(N)=-19.8 6x10 WYE 1E 12"C NC(E)=19.7 CONNECTION\ 1E 12"C NC(N)=19.5 SDMH RIM=27.24 71E 16"cimcca)...-2-ep.o--- -1.--- ,---etWCO ' i '-- . IE -- 21.67 107-w • w 1E 14.48 YD RIM=--28.67 IE 8"PVC(W)=26.5 CONC CURB ' GREASE INTERCEPTOR M =28.8 BRICK IE = 21.39 WALL E OUT = 21.43 CB R1M=27.28 1E 12"CONC(N)=24.3 E IN = 21.63 SSMH 1E 'CL CHAN 10"Wr j 6" GWCO IE = 20.56 SSCO IE = 19.97 GREASE INTERCEPTOR 26LF 6' VENT POST. GREASE UNDER EL WALL 6" SSCO VENT LINE TO RUN GW 0 20.0% FF=28.8 SIZING CHART DESIGN Number Of Meals Waste Fba Retention x Storages . Capacity FORMULA: Per Peak Hours Rate Time Factor In Gailons r...:-....,.....,Q..--......./..nnolli77111111711r7:11W7.71117.752 ilIMII 11=111[1.11 I _I .._t- ..N7n1L- II 11=11. I In 1 .,b:• re ' :. . -ix' .111C777.711=7". 1=71 r-=. 71 EF.r4". .1 .,177..=11177.. .1 i i i Z PA Ar PrP. 71r 71-41 .- ---r.--v.am 4, WIIIIIK Zo.1111111111G14,41111E MENN111111111r2-21111 -111F211111M111111-1-Alli7glillilll i kl. .a. or, r-e .1111116 Z .11 ILI Z in & f'sL5 all [ 1, .51.111i1 ZiAll 14 Le.5 iiil NUMMI 5.171. 111111FrAll II24111117TIM 11•11111111111111171OVENIE-Z-411111741111112WiNEZ;211VirrAl 1--211-EAN IF-E-AINIUMEGIN II 11E- III ENIIIIIMIIII3Z11.-.A1111EZJaMII2Ziiim ELIGANNAIIII 111_11Gillit.• r-:iiiiiIIIIIIi iihZ_Mi C ,.11 -.1, -la i J., 1.. IllErlIII5StiillE3511115EAll I Erf IA 115Eill11111112Eiii 11551:11111211111 s.111111111 GREASE INTERCEPTOR SINGLE VAULT WIWI DOUBLE BAFFLE SS44 08.03 1 LAST ROMEO: 08.04 rt/T2=-Ig B. SHELTON RED RIBBON NTERCEPTOR I CALL 48 HOURS BEFORE YOU DIG 1-800--424-5555 IE = .1tE\I"'C'ojii\:.c'ts'}-:'oi..8 flit ;lei; NOTE: UNABLE TO DEFERI'vf '''' , F PIPE TA6rPi_RESAi) :19.....127...D„bi.1J4IETER 1 VENT Mil. OUTLET. CENTER ON INTERIOR WALL 17 c. 'II I-2J 1E11 OUT -- - GWCO ....051114146;G 1E1= 16.61 - 13 ) scl;AcHHARIM?--- 27.61 ---- SD CHAN 10" \'1/S) 8'..(W)=14.1 IE 1 rhCONC(N)=20.6 SDMk-I R1M=27.57 IE 15, CONC(E)=20.4 1E 12rCONC(S)=20.7 EX. FRI GRAPHIC SCALE BRICK COLUMN - IEC1TON I 14.52 FND. CAiED, / i \ 21' Xi 35 1ELE; ESM'T. ?at.F #9212081832 GREASE INTERCEPTOR DETAIL -GREASE INTMFADRI.1 SIZE (04ifigIttfAM MEnR 5000 GALLON \ ii PLUk BOX 7.-A. 5" DEC SD R1M=24.12 1E 15"CONC(W)=16.7 1E 24"CONC(E)=15.7 1E 12"CONC(S)=18.9 t t FF=28.8 14 BRICK 7,4 GENERAL UTILITY NOTES ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. THE DESIGN SHOWN IS BASED UPON THE ENGINER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING U11U11ES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND DUSTING IMPROVEMENTS WHICH CONFLICT WITH THE 11. PROPOSED IMPROVEMENTS ON THE PLANS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND 1 DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTIUTY ENTRANCE LOCATIONS. REFER TO INTERIOR PLUMBING DRAWINGS FOR 11E-IN OF ALL WILITIES. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTIUTES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. MINIMUM(GrREITiNA AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. ALL UTILITIES SHOUU) BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY UNES, STORM UNES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). UNES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFIWNG. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WIR1 THE SPECIFICATIONS OF THE LO • 1, • :ITIES WI11-1 REGARD TO MATERIALS AND INSTALLATION OF THE (G-REASE WASTE AND SEWER UNES. All NECE S RY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. CONTRACTOR SHALL COORDINATE WITH AL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. CITY OF TUKWILA UTILITY NOTES ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. POWER, CABLE, FIBER OPTICS, AND TELEPHONE UNES SHALL BE IN A A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIUT1ES. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBUC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. CROSSING TABLE CROSSING UTIL 1 U11L 1 IE UT1L. 2 UTIL 2 IE 6" GW 22.35 6" SS 19.77 43/0 431) 12 SD 24.05 6n GW 17.48 OD 6" GW 22.8 10" SS 14.99 41) WA ±23.5 6" GW 21.50 401) 10 WA ±23.2 6" GW 20.29 1CT()6 6n GW 19.3 8" SS 14.40 4111) 12" SD 21.63 6" GW 19.13 ux 8 10" WA ±23.2 6" GW 19.12 UOT-D 6" GW 19.94 8" SS 14.16 ux 10 12" SD 21.37 6" GW 19.30 01410 10" WA ±23.2 6" GW 18.48 12" SD 21 20 6" GW 14.33 (01,D 10 WA ±23.2 6n GW 14.93 uCii- LEGEND SANITARY SEWER MAIN --- GREASE WASTE LINE GREASE VENT LINE GREASE VENT POLE LOCATION SS CLEANOUT TO GRADE GREASE INTERCEPTOR REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 1 2010 3-29-2010 PACLAND CITY COMMENTS 1505 Westlake Ave. N. Suite 305 -, if.= 'f--1,-- lAft‘ trinc. T (206) 522-9510 F (206) 522-8344 d frt." SEAFOOD CITY SOUTHCENTER MALL TUKWILA, WASHINGTON - ,- V V' v V-V v vV V v v V V v V V NOTES!- MH RING 8: COVER 1. RUBBER GASKET & GROUT AT ALL JOINTS. GROUT ALL LIFTING EYE HOLES. 2. STEPS SHALL BE LANE #P- 13938. REFER TO SS -13 FOR STEP DETAIL LABELED C.O. 1W MAX. RIGID PIPE (D.I., CONC.) EXISTING STRUCTURAL. SECTION PROVIDE NEAT. STRAIGHT UNE WHERE MATCHING EXISTING PAVEMENT, TACK AND SEAL EDGES ASPHALT CONIORSTE CR BITUIIINCUS PLANT MIX REPLkCEMENT FRTCH Cur WITH PNEQWA T:C - PAVEIENTCUrER -t SAW OM 4• MIN. OR MATCH EXISTING: WHICHEVER IS GREATER, COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - HMA CLASS ii" 8" MIN. TO 18' MAX 24" MIN. EXTRA RIGID SASE SW /ANUS COMPACTED CRUSHED ROCKINESS OTHERiVSE ORDERED BY THE CITY 513' MRIUS COMP/CTED CRUSEEE V RDO( UNLESS OTHERWISE ORDERED BY T-IE CITY PRECAST CONCRETE RINGS PRECAST CONE SECTION 118' RAISE -112" WIDE BORDER 12DIA. FIBRE JOINT PACKING DEPTH FOR WATER UNES DEPTH DETERMINED BY CITY PLAN VIEW TYPICAL PATCH FOR RIGID PAVEMENT ACCESS DETAIL SAW MIT - ASPHALT CONCRETE OR BITUAUhOUS PLANT LOC REP:ACEMENTPATCrI 150% OFEXISTNGDEPTH EXISTING OIL MWT / / / / / / /1 /If/ f *�� * +iti %��± +ice °i ±i!i * +!�►!i NOTES: INSTALL GU MANHOLE BASE LINER, AVAILABLE THROUGH PREDL GU LINER SYSTEMS (ALDERGROVE, B.C. CANADA (604)607-7755) 8• 15• GROUT SLOPE SHELF TO PIPE: 4% GU MANHOLE BASE LINER SIDE CHANNEL ELEVATION sot 00. 4• MIN, CAST IRON RING AND COVER INSIDE DROP (MIN. 0.1' MAX. 1.5.) SIDE SEWER PRECAST BASE I I-1 I I-1 1 1--I I I-1 CHANNELIZATION 1.5x .D. 18 24• MN. Sir MINUS COMPACTED CRUSHED ROCK UNLESS OTHERl.1SEOR[} :RED BY osr THE CITY NOTES: 1. IN PAVED AREAS AND RIGHTS -OF -WAY, BACKFILL WITH W MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90% MODIFIED PROCTOR PER ASTM D- 1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D -1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1* WITHIN 6" OF THE PIPE EXTERIOR. NOT TO SCALE 4. COMPACT PIPE Ye CRUSHED ROCK BEDDING TO 90% MODIFED PROCTOR PER ASTM D -1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). MANHOLE SANITARY SIDE SEWER CLEAN -OUT TRENCH TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT. PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. NOT TO SCALE PAVEMENT RESTORATION DS-14B LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINE REVISION #I: 08.03 APPROVAL: B. SHELTON REVISION lit: 08.03 1 LAST REVISION: REVISION 11; 08.03 APPROVAL: BOB GIBERSON, CITY ENGINEE REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2010 City of Tukwila BUILDING DIVISION CITY COMMENTS 1505 Westlake Ave. N. Suite 305 Beattie:' WA 98109 T (206) 522 -9510 F (206) 522-8344 WWW.PACLAND.COM • - -. r* r• :..: ^'?,,. -,� r> .-..s - Jr.•Y .w4.:.o"''• a.' "S _ - `3'."y f 2 x1�..K =_.. ....i" v �: rr-.. -'t=- ,_w - .,.: -. ..... ,�. �_;r � r' . �_��...- "r � � 3 - •t � r�.,:..�'�..:.:� .! :�: -z?+�T - r �-'s °.,,tea— v.�..;:r`�`�'� ......d - ;.._.� -.�s:� RESTROOM KEYNOTES IO'-6" LAVATORY 49 _Ili 4 / Atv 2'-4" ELECTRICAL PANEL BOX TIME CLOCK REFRIGERATION ALARM LEGEND sT SINGLE RECEPTACLE WITH ISOLATED GROUNDING (p SINGLE RECEPTACLE (1) DUPLEX RECEPTACLE WITH ISOLATED GROUNDING c DUPLEX RECEPTACLE QUAD REGEPTAGLE WITH ISOLATED GROUNDING QUAD RECEPTACLE ii■ .00 lo 0 -� I WOE o , O I`.% - ■ A, ,,,.,,,, 440 A pi NORTH NORTH I -1/2" DIAMETER ST 42" LONG AT SIDE AND 36" AT REAR Lit -L i_... 15' LOG AT ► -TICAL T• t ).•. SURFACE MOUNTED SOAP DISPENSER. SURFACE MOUNTED FEMININE NAPKIN - TAMPON VENDOR. OS 'XLERATOR' XL ELECTRIC HAND DRYER 0 MIRROR W/ 3/4" WELDED SEAMLESS STAINLESS STEEL FRAME. O SURFACE MOUNTED TOILET-SEAT-COVER DISPENSER O8 SURFACE MOUNTED TOILET TISSUE DISPENSER. 0 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. PROVIDED AND INSTALLED BY G.G. CD/ WATER CLOSET. REFER TO PLUMBING DRAWINGS. WATER HEATER 12 MOP SINK, PROVIDED AND INSTALLED BY G.G. 13 UTILITY SHELF MOP RACK, PROVIDED BY SEAFOOD CITY AND INSTALLED BY G.C. 0 14 FLOOR SINK. REFER TO PLUMBING DRAWINGS. IS TOILET/ URINAL STAINLESS STEEL PARTITIONS AND STALL DOOR INSTALLED BY G.C. I6 BATT INSULATIN FOR SOUND DRINKING FOUNTAIN,; SEE 10 Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.21 00 F. 310.826.0182 MENS' RESTROOM 4 LOCKER ROOM ENLARGED PLAN 3q "-4I" I1 "MIN. ELEVATION N MILLWORK ELEVATION ELEVATION ELEVATION ELEVATION U ELEVATION 4 ELEVATION 12 "MAX. ELEVATION MENS RESTROOM OFFICE ENLARGED PLAN '4 ELEVATION 2"MAX. PROVIDE' I -1/2" CLEARANCE BETWEEN WALL AND GRAB BARS. .1 ERBERT N. NADEL STATE OF WASHINGTON GISTERED CHITECT DRAIN AND HOT WATER PIPES UNDER ALL LAVATORIES TO BE INSULATED. GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250# LOAD AND SHALL NOT ROTATE WITHIN THEIR FITTINGS: FLUSH VALVE CONTROL ON WATER CLOSET SHALL ' BE OPERABLE BY AN OSCILLATING HANDLE WITH MAXIMUM FORCE OF 3 LBS. TOP OF ALL ELECTRICAL SWITCHES AND CONVENIENCE OUTLET NOT TO EXCEED 40 ", TYPICAL THROUGH -OUT. NO SHARP OR ABRASIVE SURFACES IN FRONT OF LAVATORIES. A "CLEAR SPACE OF 50" X 48" SHALL BE PROVIDED IN FRONT OF LAVATORY TO ALLOW A FORWARD APPROACH AND COMPLY WITH. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOWELS, WASTE,' COIN SLOTS, ETC.) ARE TO BE WITHIN 40" OF FLOOR. MIRRORS - MAXIMUM 40" ABOVE FLOOR. q. TOILET TISSUE DISPENSER TO BE MOUNTED WITHIN 12" FROM THE FRONT EDGE OF TOILET SEAT. 10. THE RESTROOM DOORS MUST BE WELL FITTING AND SELF - CLOSING. 11. PROVIDE SUFFICIENT VENTILATION IN RESTROOMS BY MEANS OF A WINDOW OR MECHANICAL CEILING VENTILATION. 12. TOILET ACCESSORIES LOCATED ON OR WITHIN WALLS BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. 13. TOILET ROOM SIGNS PER DETAIL ELEVATION ELEVATION ELEVATION ELEVATION 14. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WI ONE HAND) SHALL BE OF TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST' AND AN OPERATING, FORGE NOT EXCEEDING 5 1.135. 15. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR 4 WITH A CLEARANCE OF AT LEAST 2q" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN. OF 30" IN WIDTH 8 8 MIN. DEPTH AT THE TOP.TOE CLEARANCE SHALL BE A MIN . OF q" HIGH FROM THE FLOOR 4 A MIN. OF II" DEEP FROM THE FRONT OF THE LAV. 16. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. Ii. SELF - CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 18. ADD BATTERY POWERED SENSOR VALVES TO URINALS 4 HAND LAVATORIES. Iq. PROVIDE BATT INSULATION AT RESTROOM WALLS AND LOCKER ROOM WALLS FOR SOUND INSULATION. NORTH ELEVATION ELEVATION ELEVATION 1 3 ELEVATION JANITORS' ROOM WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED' OPENING WIDTH OF 52" WHEN LOCATED AT THE END 4 54" WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 010 DEGREES FROM ITS CLOSED POSITION. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MIN. q" CLEARANCE FOR FOOTRESTS UNDERNEATH d A SELF- CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION 5504(1.1)2C 15 NOT REQUIRED: THE INSIDE 4 OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED VW A LOOP OR U- SHAPED HANDLE IMEDIATELY BELOW THE LATCH. THE LATCH SHALL FLIP OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. SECOND FLOOR PLAN SCOPE OF WORK RESTROOM 4 JANITORS' ROOM INTERIOR' ELEVATIONS 1/4 " =1' -0" NOTE: LAVATORIES SHALL EE MOUNTED WITH A CLEARANCE OF AT LEAST 2q FROM FLOOR TO BOTTOM OF APRON WITH KNEE CLEARANCE UNDER FRONT LIP EXTENDING A MIN. OF 30" IN WIDTH WITH 8" MIN. DEPTH AT TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND SHALL SE MIN. q" A.F.F. AND MIN. 11" DEEP FROM FRONT OF LAVATORIES. BOTTOM OF MIRROR UNIT CONDENSATE DRAIN, SEE PLUMBING DRAWINGS KNEE SPACE 71—MIN.' II" MIN. LEG GLEARANG I7" MIN. CONDENSATE DRAIN DOWN IN WALL, SEE PLANS FOR SIZE. LEVER TYPE FAUCET CONTROL RUBBER HOSE and CLAMPS WOMEN'S INSULATED DRAIN PIPE AND TRAP W/SLIP JOINT FITTING TRUEBRO MODEL. NO. LAV- GUARD (800) 340 -5g6q OR APPROVED EQUAL. FINISH FLOOR EXTEND TO ROOF, SEE 5 FOR ROOF CON DETAILS q" MIN. TOE CLEARANCE. WOMEN DOOR SIGNS: RESTROOMS MANUFACTURED BY: TUBULAR SPECIALTIES MFG.,' INC. (800) g51-8T7q FOR ADDITIONAL HANDICAP ACCESSIBLE REQUIREMENTS, REFER TO SPECS. 1. SIGNS SHALL BE 1/4" THICK MIN. 2. CENTER' SIGNS ON THE DOOR AT A HEIGHT OF 5' -0" A.F.F. B. SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST MODEL NUMBERS: WOMEN'S "840" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "840 -A" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) UNISEX "840 -B" (PROVIDE AT SPACES WITH ONE TOILET ROOM) TOILET ROOM BRAILLE SIGNS ADJACENT TO DOORS: MANUFACTURED' BY: TUBULAR SPECIALTIES MFG.,' INC. (800) 0151-8774 1. LOCATE ON THE WALL ADJACENT TO THE LATCH SIDE OF DOOR. 2. CENTER OF SIGNS TO BE HEIGHT OF 5' -0" A.F.F. SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST. MODEL NUMBERS: WOMEN'S "840 -T" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "840-AT" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) UNISEX "840 -5T" (PROVIDE AT SPACES WITH ONE TOILET ROOM) 5. BRAILLE: GRADE 11, DOTS= 1 /10" O.C. IN EACH CELL WITH 2 /10" SPACE BETWEEN CELLS, RAISED 1/40 ". 03 -I8 -02 LAVATORY DETAIL' SCIN4A01 I1 -71-01 PLEXIGLA55 RESTROOM AGES5I13LE SIGNS SCALE ONE LAYER OF 5/8" GYP. -. 517. ON STEEL STUDS AT 16" O.G. WITH I" TYPE 5. DRYWALL SCREWS 8" O.G. AT VERTICAL JOINTS AND 12" O.G. AT FLOOR AND CEILING RUNNERS. AND INTERMEDIATE STUDS. JOINTS TO BE STAGGERED 52" ON OPPOSITE SIDES BATT INSULATION, WHERE OCCURS. ADJ. SPADE (A5 OCCURS) 2nd FLR. FIN. FLOOR WATER FOUNTAIN, SEE PLUMBING DRAWINGS NOTES: I. PROVIDE SMOOTH GRAB BARS WITH W/ NO SHARP CORNERS. STANDARD SATIN FINISH. 2. DESIGN COMPLIES W/ 250# DESIGN LOAD REQUIREMENTS. W.P. GYP. 5P.,' FOR `FINISHES, SEE FINISH SCHEDULE - TYPICAL. -WOOD BLOCKING. —1 I/2 "4) OD. GRAB BARS, 56" OR 42" LONG AS OCCURS. METAL BRACKETS : 4' -0" O.G. MAX. W/ (3) I /4". SELF- DRILLING / SELF TAPPING SCREWS THRU 5/16" THICK BACK PLATE FOR GRAB BAR SUPPORT - TYP 12" x 3/16" THICK PLATE 0/ MIN. (4) STUD W/ *10 SCREWS @.5" O.G. , EA. STUD SPAN. PLATE OVER (4) STUDS. METAL STUDS ® I6" O.G. NV SOUND INSULATION AS OCCURS. REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2010 City of Tukwila BUILDING DIVISION REVISIONS: HEALTH DEPT. A COMMENTS BLDG. & SAFETY COMMENTS GROUND FLOOR) CEILING AS OCCURS, SEE A -2.0 JOB NO. SHEET NUMBER SGEC2A08 Oq -01 -08 :05-1241 SCALE SCALE 1/2" = I'-0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RE H.D.sSUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 / II. 7/ // / ®O® / IS "MIN. ROOM NO. ►zezez Ae -e TOZezezoTe741". zezezezee -e- ezeze - 111zezeezeze To- eze Te zoze Te TO TO TOZe- ewzozeze- ezezezoIMEW4z7 )T. 1 =14 _ =c =� 7.71717 -_ 7ezo1. 74MT e- ezzzezezzeTOTSTe- ire1W4 �_XIT:. 1_)_ 74._.1 =3_I =rr FS. F.E SUITE 150 -101 DRAIN BD SERVICE 150 -IO2 TOI PREP AREA 150 -103 REFER TO 3 /A -I2 FOR TYPICAL MOUNTING HEIGHT REQUIREMENTS DRY STORAGE 101 102 105 104 105 EQUIP,' N0. SALES SERVICE KITCHEN 1 PREP AREA DRY STORAGE UNI -SEX TOILET SUITE 150 FINISH SCHEDULE FLOOR SUB z 0 FINISH. QUARRY TI WALLS MAT. FINISH • • • • CEILING MAT. fi- w FASCIA FINISH MAT. z • • • • FINISH SOFFIT MAT. FINISH NOTES: I. PAINTED GYPSUM BOARD AT ALL KITCHENS; FOOD PREPARATIONS WORK AND STORAGE SHALL BE SEMI - GLOSS OR GLOSS ENAMEL. 2 ALL EXPOSED CONCRETE SLAB FLOORS IN THE INTERIOR OF MARKET SHALL BE FINISHED_ SMOOTH WITH A STEEL TROWEL AND SEALED WITH A COMMERCIAL GRADE SEALANT AND HARDENER SEALER AND HARDENER TO APPROVED B1' PUBLIC' AGENCIES. NORTH \\ ////24011,!4r \\\\/\//// 341-4" SCALE 1/4 " =1' -0". ► -eTe 741r 4 - e- e- o- eTe- eze- e- ezeTO- e-e-e- -e- - - -111 IMO - - - - - - - •- •- - - - - •- - ■- - - - - - - - - 5-- - ,-- - - -- - -�- -, - -- _ _e_ _ eeo��► wssse_ �ow��es��s�e_ee�.eess_e_e_s_e_� a_ c_� _ _�_� _ �_� _ �_,_� __..��oe�eso�eoee_e_�ow��_� _ �_� __c_� :T4 .21171:74:-.S. _ 271 7:Z: -c �� LL DISPLAY 00 - WA " SUITE -150 / 1,506 SQ. FT. / TOTAL o 0 - I § ..-- - CO 1 1 ., ►1 0 F.5. FE/ / F.5 1 /1 ►1 W _ O l 1 " _ l i 4 6 <3-0 2 F 0 D. . 1 \, TOI \ I5j, • 1 3' -2" KITCHEN AREA I I 2' -2" X X _ 1 WI - - - - - I eue SQ. 150 -103G � 21 11. 21 _, - -- 0 r. TABLE DISPLAY k Nill Ill r 11 -SA 5- -- 150 -101 537 SQ. FT. 55.1% 5' -V" 150 -102 DRAIN BD DRY STORAGE 23' -3" 10 12 15 14 16 15 19 20 2I 22 25 24 SUITE 150 EQUIPMENT EQUIPMENT,; DESCRIPTION CABINET, CASH ` WRAP, LAMINATED, FORMICA GASH REGISTER DISPLAY CASE, DRY BAKERY, "71...145(35-4/2"x41-14" DISPLAY CASE, .REFRIGERATED, '/8" x55 Y2 "x47.. - %' HAND SINK, 5/5,,7 -PS -25 TABLE /CABINET, PACKAGING, LAMINATED, FORMICA'" COOLER, "REFRIGERATOR,' 10' -6 "x11 -O" FREEZER, REACH -IN, (3-SERI ES, TRAULS!<N (612010), 29 -7/e OVEN' RETAILER 4, REED OVEN MODEL 5- 26x92, IO'- 6 "x1' -5 "x61 -10 Y2' HOOD, 5/5, 8'- O "x4' -0' , MODEL AH2O 141/MAKE-UP AIR AHSF9 RANGE, GAS, STOCK POT, IS "x20" MIXER, HOBART, HL6OO, 60 QUART MOP SINK, MOUNT, :I6 "x20 "x6 SINK, 3- COMPARTMENT, 5/5 INDIRECT WASTE INTERCEPTOR, FLOOR SINK WATER HEATER,`TANKLESS, MOBIUS T -M50 TABLE FOOD d VEGETABLE PREPARATION 5/5 LOCKER, BOX STYLE, STD. SHELVING, WIRE, 16" Dx12 "L SHELVING, CUSTOM, LAMINATED, FORMICA TABLE, BAKER'S, MAPLE TOP, 4' -O "x51 -0 HOOD, 5 /5, 9' -O "x31 -O ", AH2OD, DIRECT DRIVE EXHAUST FAN, UL162 CABINET, COFFEE, w /GRANITE COUNTER TOP CABINET, TRAY, w /GRANITE COUNTER TOP WALL DISPLAY NORTH SCALE I/4 11= I' -O" +101 -0" AFF Owe_ ... 7.. �� . MI II. . 7 e��e�41► o7 . e�e _e_•e••4•e�e�eA�� . 7•se_e_�� 3.17.<7.. / 12:1E117_1 _ :Ca _2_74e_.7•e� Ar& 7.41■0• 7•••e47 _7471: la _!_ _2_t_�:74 _It .3 :DIEM 4. .0 1►�� "► a i �1 r„i / Qom- Mil °11, 1 N , . • la 0 Vi , . :, i �� / ■ ! -SI ::: \�� FED i \ i 1 I ■ M Z, 1 41: I Ili iOilli W W 1! ils 1• t �\ i +111-0" +10' -0" AFF +101 -0" AFF ENLARGED SUITE 150 REFLECTED CEILING PLAN • At* 3$4 .% � /. 1 ;14101160111100" �. .�. ___ ►ee��e��ss��e�_e_e_ess•74f4W 1 ► - 74■1. 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COOL SOLUTIONS TRAULSCN REED' OVER CO. AMERICAN HOOD JADE SUPREME, JSP IS HOBART ADVANCE TABGO JIMEX CORP. SS3 -26 JAY R. SMITH MFG. W. TAKAGI JIMEX CORP., :SSI -16R GSA SHELVING METRO SHELVING TECHNO DISPLAY JIMEX CORP. AMERICAN HOOD TECHNO DISPLAY TECHNO DISPLAY FLOOR PLAN NOTES I. PROVIDE (2) ACCESSIBLE GHEGKSTANDS. CHECK-STANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 36" AISLE ON CUSTOMER SIDE OF THE CHEGKSTAND W/ ADJOINING COUNTER HEIGHT NOT, EXCEEDING 38 "' ABOVE THE FINISHED FLOOR W/ THE TOP OF THE COUNTER LIP NOT TO EXCEED 40" ABOVE THE FINISHED FLOOR. 2. ACCESSIBLE GHECKSTANDS SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEEL CHAIRS WHICH DISPLAYS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND and STATING "THE GHEGKSTAND TO BE OPEN ® ALL TIMES FOR CUSTOMER5 WITH DISABILITIES ". SEC. :3I03A(G)2C(III). 3. WHERE "QUICK "`CHECKSTAND(S) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. SEC.; 3103A(G)2G(II0. .' 4. PROVIDE STAINLESS STEEL COVER ® BACK OF HOODS and OVENS WHERE CERAMIC TILE DOES NOT OCCUR FILED VERIFY W/ OWNER'S REPRESENTATIVES; FULL HEIGHT X WIDTH OF HOOD, TYP. 5. REFER TO ROOM FINISH SCHEDULE, SHIFT A -1.O FOR MORE NFORMATION 6. PROVIDE STAINLESS STEEL METAL CLOSURE STRIPS @ ALL CASE and WALL INTERSECTIONS TYP. '7. ACCESSIBLE COUNTER MIN. 36" LONG AND NO MORE THAN 26" TO 34" ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 11225.4. 5. GENERAL CONTRACTOR TO HIRE REFRIGJMEGH, CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. 9. ALIGN ALL FINISHES * SEAL ALL GAPS. 10- WHERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE in PER FT. MAXIMUM. I. PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR - CEILINGS and ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED. 15. SEE PLUMBING DRAWINGS FOR SIZES and LOCATIONS OF FLOOR SINKS, FLOOR DRAINS: UNDERGROUND TRENCHES FOR WATER and DRAIN PIPES, GREASE TRAPS; VENT PIPE5, WATER PIPE-5, and DRAIN PIPES IN WALLS; ETC., and ADD. MISG. NOTES and DETAILS. 14. SEE ELECTRICAL DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES FOR ELECTRICAL CONDUITS, FLOOR DUCTS, and STUB UPS; WALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC., and ADD. MISC.`NOTES and DETAILS. 15. SEE MECHANICAL AND REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES, FLOOR SINKS, DRAIN LINES; VENT PIPES and WATER PIPES IN WALLS; ETC., and ADD. MISG. NOTES and DETAILS. 16. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB COOLER and FREEZER BOXES WITH THE MANUFACTURER, PRIOR TO FORMING and POURING THE CONCRETE CURBS IT CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB GASES, TUBS and OTHER FIXTURES, PRIOR TO BEGINNING THE CONSTRUCTION. ` PROVIDE FURRING, STUB UPS, OUTLETS, WATER and DRAIN PIPES PER MANUFACTURERS REQUIREMENTS. 16. CONTRACTOR SHALL COORDINATE ALL CONDITIONS EXISTING; OR NEW, VERIFY and INFORM ARCHITECT OF ALL DISCREPANCIES ON PLANS and OTHER DISCIPLINE PLANS MENTIONED ABOVE PRIOR TO COMMENCING THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS DUE TO FAILURE TO DO SO. 19. SEE MECHANICAL and REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF REFRIGERATION an ELECTRICAL CENTERS. 20. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL SUB- CONTRACTORS TO ENSURE THAT THE LOCATION OF ALL VERTICAL PIPE-5 and CONDUITS ARE GROUPED TOGETHER IN THE SAME APPROXIMATE AREA. 21. ELECTRIC DROP CHORDS FROM CEILING -EXACT LOCATION TO BE DETERMINED/ COORDINATED BY SEAFOOD CITY AND G.G. 22. NEB: CONCRETE SLAB. TO BE FLUSH WITH EXISTING' ADJACENT CONCRETE SLAB. ALSO REFER TO STRUCTURAL` OW&S. 23. REFER TO ELECTRICAL DINGS. FOR NEW WALKER DUCT INFORMATION. 24. TACTILE EXIT SIGNS THAT STATE "EXIT" OR "EXIT ROUTE" TO BE INSTALLED AT ALL EXIT 25. DOORS AND EXIT ACCESS DOORS PER 10113. REFER TO SHT. Al DOOR TYPE-5 K, (SIM.) 26. FOOD PREP AREA WALLS TO BE CONSTRUCTED ON CONC. CURBS REFER TO DETAIL 5/A6.I, U.N.O. 21. THERE ARE NOT TO BE ANY UNNECESSARILY EXPOSED UTILITIES ALONG WALLS, CEILING AND FLOORS. 25. GENERAL` CONTRACTOR TO PROVIDE POSTIVE SLOPE TO DRAINS IN FOOD PREPARATON, RESTROOMS. 29. REFER TO DETAIL 61/A -6.0 AND MECHANICAL DWG5 FOR MORE INFROMATION. KEY PLAN NO SCALE ENLARGED SUITE 150 FLOOR FINISH PLAN D SCALE 1/4"=11-0" 0 0 0 0 07 O * 4; itolibildi t- 4 ,W ,. , 1 tf4th* /„.„,,,,,,..._, „.. ,,,,„,,,,,, „,or,,,, ,,,,,, I 1�� 4/vd/ S ! REVIEWED ACE CODE COMPLIANCE APR 21 2010 City of Tukwila BUILDING DIVISION SUITE ISO RECEIVED CITY OF TUKWILA APR 0 6 2010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED; USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, UP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NODEL RETHIL Nadel Studio one. Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 f ERBERT N. NADEL STATE OF WASHINGTON GISTERED CHITECT 0 w a ,e,-,.., W W 5 cc Q J REVISIONS: COMMENTS BLDG. & SAFETY COMMENTS HEALTH DEPT. BLDG. & SAFETY COMMENTS' A nA DATE 02 -0910 JOB- NO. 09293 SHEET NUMBER -1. • __ • _ • _,_ :,_ . _ _ _. W_ :� A ABV AC AD AFF AHU AL ALT AP APPROX, AR ARCH ARV AUTO BD BEL BFF BFP BG BHP BLDG BOD BOT BT BTU BV CA CAB CD CFH CH CI CKV CL CLG CMP CO CO 2 COL CONC CONN COND CONSTR CONT. CONTR COTG CW D DCBP DD DF DIA / 0 DISCH DN DW DWG DWV EFF EL ELEC ELEV EMER EQUIP EWC (E) EXP EXT EXTN F (F) FCU FCO FH CAB FIN FL /FF FLR FOR FOS FOV FP,. FPM FS FSW FU FT FTR FUR FW G GA GAL GALV GC GCK GCO GPM GV GW H HB HBD HD HDR HDWE HP HTR HVAC HW HWR ICW ID INSUL INTR IE KEC KIT KW PLUMBING ABBREVIATIONS COMPRESSED AIR ABOVE AIR CONDITIONING AREA DRAIN ABOVE FINISH FLOOR AIR HANDLING UNIT ALUMINUM ALTERNATIVE, ALTERNATE ACCESS PANEL APPROXIMATE ACID RESISTANT ARCHITECT, ARCHITECTURAL AIR RELIEF VENT AUTOMATIC BELT DRIVE BELOW BELOW FINISH FLOOR BACKFLOW PREVENTER BELOW GRADE BREAK HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM BATH TUB BRITISH THERMAL UNIT BALL VALVE COMPRESSED AIR CABINET CONDENSATE DRAIN CUBIC FEET PER HOUR CABINET HEATER CAST IRON CHECK VALVE CENTERLINE CEILING CORRUGATED METAL PIPE CLEANOUT CARBON DIOXIDE COLUMN CONCRETE CONNECTION CONDENSER, CONDENSATE CONSTRUCTION CONTINUATION CONTRACTOR CLEANOUT TO GRADE COLD WATER (DOMESTIC) DEPTH, DEEP DOUBLE CHECK BACKFLOW PREVENTER DIRECT DRIVE DRINKING' FOUNTAIN DIAMETER DISCHARGE H.. DOWN DISTILLED WATER DRAWING DRAINAGE, WASTE & VENT EFFICIENCY ELEVATION ELECTRIC , ELECTRICAL ELEVATOR EMERGENCY EQUIPMENT ELECTRICAL WATER COOLER EXISTING EXPANSION EXTERIOR EXTENSION FAHRENHEIT FUTURE FAN ` COIL UNIT FLOOR CLEANOUT FIRE HOSE CABINET FINISH FLOOR FLOOR FUEL OIL RETURN FUEL OIL SUPPLUY FUEL OIL VENT FIRE PROTECTION FEET PER MINUTE FLOOR SINK FLOW SWITCH FIXTURE UNITS FEET FLUE THRU ROOF FURNACE FILTERED COLD WATER GAS GAUGE GALLON GALVANIZED GENERAL CONTRACTOR GAS COCK GRADE CLEANOUT GALLONS PER MINUTE GATE VALVE GREASE WASTE HEIGHT / HIGH HOSE BIBB HOSE BIBB DRAIN HUB DRAIN HEADER HARDWARE HORSEPOWER HEATER HEATING/ VENTILATION/ AIR CONDITIONING HOT WATER (DOMESTIC) HOT WATER RETURN (DOMESTIC) INDUSTRIAL COLD WATER INSIDE DIMENSION / DIAMETER INSULATION INTERIOR INVERT ELEVATION KITHCEN EQUIPMENT CONTRACTOR KITCHEN KILOWATT LP MAX MBH MECH MFR MPG MH MIN MISC MTD (N) NG NIC NO` NOM NTS 02 OSA OC OD OFD OFL OP OPNG OR ORWL OS OSD PC PG PLBG PIV POC PREFAB PRV PSF PSI PVC PW PWR R / RAD RCP RD REQD RFE RFLE. RM RPBP RPM RWL SAN SCHED SFE SFLE SG SHT SIM SOC SOL SOV SPEC (S) SS STD STM STS T &P TCC TD TEMP TG TMP TOS TW TXV TYP U UON UBC UFC UMC UPC V VA VAC VB VD VEL VFD VIF VS VT VTR W W/ W/0 WC WCO WF WM WSSK WT LENGTH / LONG LIQUID PETROLEUM MAXIMUM 1,000 BTU PER HOUR MECHANICAL MANUFACTURER MEDIUM PRESSURE GAS MANHOLE MINIMUM I I UM MISCELLAENEOUS MOUNTED NEW NATURAL GAS NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OXYGEN OUTSIDE AIR ON CENTER OUTSIDE DIMENSION DAIMETER OVERFLOW DRAIN OVERFLOW RAIN WATER LEADER OPERATING OPENING OIL RETURN OVERFLOW RAIN WATER LEADER OIL SUPPLY OPEN SITE DRAIN PLUMBING CONTRACTOR PROPANE GAS PLUMBING POST :INDICATING VALVE LE POINT OF CONNECTION PREFABRICATED R P ESSURE REDUCING VALVE POUNDS PER SQUARE FOOT POUNDS PER.:.. SQUARE INCH POLYVINYL CHLORIDE PROCESS WATER PROCESS WATER RETURN RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN REQUIRED REFERENCE FLOOR ELEVATION REFERENCE FLOW LINE V ELE AVON ROOM REDUCED- PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE RAIN WATER LEADER SANITARY SCHEDULE SITE FLOOR ELEVATION SITE FLOW W LINE ELEVATION SPECIALTY GAS SHEET SIMILAR SHUT -OFF COCK SOLENOID SHUT -OFF VALVE SPECIFICATIONS SANITARY SEWER STANDARD STORM STAINLESS STEEL TEMPERATURE & PRESSURE TEMPERATURE CONTROL CABINET TRENCH D RAIN MPER TE ATURE TO GRADE TEMPORARY TOP OF SLAB TEMPERED WATER THERMAL EXPANSION VALVE TYPICAL UNION UNLESS OTHERWISE NOTED UNIFORM BUILDING CODE UNIFORM FIRE CODE UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE VENT VALVE VACUUM VACUUM BREAKER VOLUME DAMPER VELOCITY VARIABLE FREQUENCY DRIVE VERIFY IN FIELD VENT STACK VITRIFIED TILE VENT THRU ROOF WIDE / WIDTH WITH WITHOUT WATER COLUMN WALL CLEANOUT WATER FOUNTAIN WATER METER WALL SERVICE SINK WEIGHT ---FOI PIPE TEE UP PIPE TEE DOWN AIR RELIEF VENT PIPE ELBOW DOWN PIPE ELBOW UP PIPE TE E BRANCH UP (W/ ELBOW) PIPE TEE BRANCH DOWN (W/ ELBOW) INDICATES DIRECTION OF . DOWNWARD PITCH DI CONCENTRIC REDUCER ECCENTRIC REDUCER FLOW DIRECTION INDICATOR INDICATES EXPANSION LOOP \A' V PIPE ANCHOR UNION PLUMBING ABBREVIATIONS CAP BALL VALVE CHECK VALVE (ARROW TOWARD DIRECTION OF FREE FLOW) DOUBLE CHECK BACKFLOW PREVENTOR REDUCED PRESSURE BACKFLOW PREVENTOR CIRCUIT SETTER GATE (SHUT—OFF) VALVE HOSE BIBB RECESSED GAS SHUT—OFF COCK PRESSURE REDUCING VALVE GAS PRESSURE REGULATING VALVE '5 P si TO 7 WC A.S.M.E. PRESSURE RELIEF VALVE VALVE IN RISER ( SHUT —OFF) FLEX GAS LINE YARD BOX ( WITH GATE VALVE CONTROL STOP INLINE PUMP A<-1 RV RELIEF VALVE HB HOSE BIBB 4 SHOCK. ABSORBER STRAINER 0 FCO FLOOR CLEANOUT FS FLOOR SINK WM WATER METER POC POINT F N 0 CONNECTION REFERENCE SYN BOLS MX.X -X ENLARGED PLAN VIII THERMOMETER PRESSURE GAUGE WALL CLEAN OUT TRENCH DRAIN FLOOR DRAIN ROUND FLOOR DRAIN SA Q Q UARE ROOF DRAIN OR OVERFLOW DRAIN OVERFLOW SCUPPER CONNECT NEW TO EXISTING SHADED SIDE IS NEW WORK SECTION (E) (N) PLUMBING LINETYPE LEGEND OSW ID GV HBD CW(E) HW(E) HWR (E) / / / / / / / / / / / / / / /U /// Mc(E) G(E) CD (E) OFL(E) RWL(E)- SS(E) GW(E) OIL AND SAND WASTE (BELOW SLAB/ GRADE INDIRECT DRAIN GAS VENT HOSE BIBB DRAIN PLUMBING WITH HEAT TRACE DOMESTIC COLD WATER ' (E) DOMESTIC HOT WATER (E) DOMESTIC HOT WATER RETURN (E) PLUMBING DEMOLITION MEDIUM PRESSURE GAS LINE NATURAL GAS PROPANE (E) PLUMBING EQUIPMENT (E) PLUMBING EQUPMENT 'E UPMENT ON ROOF CONDENSATE DRAIN (E) OVERFLOW LEADER (E) RAINWATER LEADER (E) R S SANITARY (E) E GREASE WASTE LINE (E) V(E) SANITARY VENT (E) SUFFIX (E) IN 'CONJUNCTION WITH LIGHTER SHADING INDICATES EXISTING PIPE OR EQUIPMENT. ( TYPICAL OF ALL EQUIPMENT UIPMENT AND PIPING). SS SANITARY OR WASTE ' PIPING ABOVE SLAB SS SANITARY OR WASTE PIPING BELOW SLAB COLD WATER PIPING HOT WATER PIPING CD A CONDENSATE DRAIN GW GREASE WASTE FW R FILTE ED COLD WATER MPG MEDIUM PRESSURE GAS LINE G V GW OZ NATURAL GAS PROPANE SANITARY VENT GREASE WASTE PIPING BELOW SLAB OZONE WATER DRAWING INDEX P0.1 PLUMBING COVER SHEET P0.2 SCHEDULES SHEET P0.3 PLUMBING DETAILS SHEET P1.0 WASTE AND VENT PLAN P2.0 HOT AND COLD WATER, PLAN P3.0 GAS PLAN GENERAL NOTES THESE DRAWINGS HAVE BEEN DEVELOPED FROM AVAILABLE ORIGINAL DRAWINGS RECORDS .'. FURNISHED BY THE OWNER. R. MATERIALS DIMENSIONS, ROUGH PATTERNS AND THE LIKE ARE INTERPRETATIONS OF THOSE RECORDS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. (REMODEL ONLY) VISIT THE JOB AND PLANS, IT PRIOR TO BIDDING, OBTAIN A COPY OF THE SPECIFICATIONS , , ALL NECESSARY MEASUREMENTS, NOTE EXISTING CONDITIONS, AND GATHER ALL OTHER INFORMATION NEEDED FOR AN ACCURATE BID. ALLOWANCES WILL NOT BE MADE FOR EXTRA COSTS RESULTING BUT IS NOT ONDITIONS. MECHANICAL EQUIPMENT INCLUDES, FROM FAILURE TO NOTE EXISTING. C Q LIMITED TO PIPING, CONTROLS AND AIR CONDITIONIN G SYSTEMS. (REMODEL ONLY) BECAUSE OF THE NATURE AND THE SCALE OF THE .:DRAWINGS CERTAIN BASIC PLUMBING ITEMS ARE REQUIRED N. WHERE SUCH ITEMS SUCH _ AS UNIONS, FITTINGS, ELBOWS, ETC. MAY NOT BE SHOWN. Q WHERE THEY ARE REQUIRED UIRED BY THE NATURE OF R SECTIONS OF THE SPECIFICATIONS OR HE Q BY OTHE SE ODE THE WORK OR BY CODES AND REGULATIONS. THEY SHALL BE FURNISHED AT NO ADDI 11ONAL COST . TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK AND :::SIMILAR. THE EXACT LOCATION IS TO BE DETERMINED BY THE CONTRACTOR T O BEST FIT THE LAYOUT OF THE JOB. N THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS THE LATEST EDITION 0 F ALL APPLICABLE LAWS, _ OR PERFORMED IN ACCORDANCE WITH , COUNTY AND LOCAL :.CODES CITY. LAWS OR ORDINANCES. ORDINANCES OF THE STATE AND ALL CODES, ALL STATE OR LOCAL BOARD OF HEALTH FEDERAL AND STATE ENVIRONMENTAL INCLUDING A HEALTH, PROTECTION REGULATIONS, '> STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES. WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS OR FLOORS, INSTALL A FIRE STOP THAT PROVIDES AN EFFECTIVE R AGAINST THE S E '' PR AD OF FIRE, SMOKE AND GASES. FIRE STOP MATERIAL SHALL BE PACKED TIGHT AND C OMPLETELY FILL CLEARANCES BETWEEN RACEWAYS S AND OPENINGS. FLOOR, OOR , EXTERIOR WALL AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT. ARRANGE AND INSTALL ' PIPING '`APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND DIRECT AS POSSIBLE. FORM RIGHT ANGLE AND PARALLEL LINES WITH BUILDING WALLS. ` KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AND P- OF PIPES PARALLEL T O AVOID INTERFERENCE WITH OTHER MECHANICAL ITEMS. LOCATE GROUPS PERMITS ACCESS FOR SERVICING VALVES. EACH :OTHER SPACE THEM. AT `A DISTANCE THAT E OTHERWISE IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, FOR DRAINAGE PIPING CHANGES I OTHERWISE, SHORT TEE BRANCHES WYE AND 1 8 BENDS; USE SANITARY SWEEP 1/4 BENDS, OR COMBINATION YE / : ONLY FOR HORIZONTAL BRANCHES DISCHARGING H ARGING TO STACKS. `SEWER ` OR DRAIN TRUE TO LINE AND GRADE, FIT ENDS `TOGETHER MATCH SO THAT LAY ALL PIPING TR A ; WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE N DIRT AND OTHER FOREIGN MATERIALS. OF CEMENT, PROGRESSES, `CLEAR `PPE INTERIOR P - LAYING PIPE DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPES OR DRAINS. INSULATE ALL RAIN WATER LEADER AND CONDENSATE DRAIN PIPING LOCATED INSIDE THE BUILDING. 10. CROSS SECTIONAL AREA OF VENTS THRU ROOF LARGEST REQUIRED BUILDING SEWER. 11. — PROVIDE CLEANOUTS `ON ALL BRANCHES OVER 0. RO IN 12. COORDINATE SIZE AND LOCATION OF METER, INCOMING WATER AND SEWER LINES LOCAL WITH L THE UTILITY HOOKUP FEES OR FY OWNER'S REPRESENTATIVE OF H UTILITY AGENCIES NOTIFY ASSESSMENT COST AS SOON AS THEY CAN BE DETERMINED. NOTIFY OWNER'S REPRESENTATIVE AT ONCE IF PUBLIC SEWER OR WATER SERVICE IS NOT AVAILABLE TO THE SITE. 13. 14. 15. PROVIDE SEAL BETWEEN WALLS AND PLUMBING FIXTURES AS PER HEALTH DISTRICT REQUIREMENTS. . N. 16. COLD AND HOT WATER CONNECTIONS ARE NOT SHOWN ON 0 SUPPLY PIPING FOR FIXTURE S PLANS. SEE FIXTURE SCHEDULE FOR CONNECTION SIZES. 17. ` INSTALL ALL OVERHEAD PIPING AS CLOSE TO THE STRUCTURE AS POSSIBLE OR AS DETAILED OTHERWISE. 18. LOCATE AND LABEL ALL VALVES FOR SERVICE ACCESSIBILITY. VALVES INSTALLED ABOVE CEILINGS ` SHALL BE ACCESSIBLE THRU CEILING. SEE DRAWINGS FOR. LOCATIONS. 0 LOCATE ALL PLUMBING VENTS A MIN. OF 10' HORIZONTAL OR MIN. 3 ABOVE MECHANICAL AIR INTAKES AND AIR COND. UNITS AND HOOD MAKE UP AIR BLOWER. ALL WORK SHALL BE PERFORMED. IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND STANDARDS, INCLUDING UBC, UPC, NFPA. , , 19. COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES PRIOR TO STARTING. IN THE EVENT THE OTHER TRADES, BRING ALL SUCH CONFLICTS CTS ARE FOUND WITH THE WORK OF TH THAT CONFLICTS , WORK TO THE ARCHITECT'S ATTENTION FOR RESOLUTION PRIOR TO PROCEEDING WO EEDINGWITHTHE K IN THAT R ` .: SHALL BE CORRECTED AREA. DEFICIENCIES CAUSED BY FAILURE TO PERFORM S UCH VERIFICATIONS S HA NOTIFY THE ARCHITECT OF CONDITIONS THE OWNER. IMMEDIATELY AT NO ADDITIONAL EXPENSE TO TH CONFLICT WITH THE PLANS. IN CO P 20. PROVIDE PIPING EQUIPMENT AND MATERIALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODE REGULATIONS AND STAND ARDS :_AUTHORITIES HAVING JURISDICTION, OR AS OTHERWISE DIRECTED BY MANUFACTURERS. E R COMMENDED OR - 21. COORDINATE INSTALLATION OF ALL PIPIN G S AND OTHER BELOW GRADE WITH SITE COMPONENT BE SYSTEM INSTALLATIONS. 22. COORDINATE ALL FIXTURES, EQUIPMENT AND ROUGH -IN CONNECTION LOCATIONS AND SIZES WITH ARCHITECTURAL DRAWINGS OWNER AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 23. ALL PIPING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED OTHERWISE ALL WALLS WHERE IN WHICH WATER OR WASTE LINES ARE INSTALLED MUST BE PATCHED TO MATCH AFTER EXISTING AF R LINES ARE INSTALLED. U 24:- OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. 25. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 26. ALL FLOORS SHALL SLOPE TOWARDS THE FLOOR DRAINS PER SECTION 411.2.1 OF 2006 UPC REVIEW P� A CE CODE COM APPROVED APR 21 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK MLA APR 062010 PERMIT CENTER NHDEI RETHI Nadel Studio One, Inc.`. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 . F. 310 8 26.0182 www.nadelarc.com owes . 80/21/2C40 1 cemulti g agleam mechanical building systems engineering 818.735.5551 1 eM8.735.5554 t + _ . 31332 vlo oslinss. sdb 112 nstleks ,i■ep4 ca 91362 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTA 01 -04- .D. SUBMITTAL: 01.21 -10 2nd H.D. SU AL: 02 0 cn 0 z W o; REVISIONS: 02.05,1 Q z DATE r'c_r\; JOB NO. • SHEET NUMBER PLUMBING FIXTURE SCHEDULE CONTRACTOR FURNISHED CONTRACTOR INSTALLED FIXTURE TRIM CONNECTIONS REMARKS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW W V FD -1 FLOOR DRAIN (ROUND) JAY R. SMITH 2005Y ROUND CAST IRON STANDARD — — — — — 2" 2" FURNISH WITH TRAP PRIMER CONNECTION FD -2 FLOOR DRAIN JAY R. SMITH 2270H MEDIUM DUTY CAST IRON STANDARD — — — — — 2" 2" HINGED GRATE WITH SEDIMENT BUCKET AND TRAPRIMER CONNECTION FD -3 FLOOR DRAIN JAY R. SMITH 2240HB MEDIUM DUTY CAST IRON STANDARD — — — — — 3" 2" HINGED GRATE WITH SEBINENT BUCKET AND TRAP PRIMER CONNECTION. FS -1 FLOOR SINK JAY R. SMITH 3100Y — CAST IRON WHITE — — — — — — — ACID RESISTANT, DOME STRAINER, AND HALF GRATE HB -1 HOSE BIBB (NON— FREEZE) WOODFORD HCB67 WALL HYDRANT _ _ _ — — 3 / 4" 3 / 4" - - AUTOMATIC DRAINING FREEZELESS WALL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. RECESSED HOSE BIBB. HB -2 HOSE BIBB WOODFORD 24 WALL FAUCET — — — — — 3/4" — — — FURNISH WITH METAL WHEELHANDLE AND THREADED VACUUM BREAKER HB -3 HOSE BIBB (NON— FREEZE) ACORN 8156 WALL HYDRANT _ - - - - 3/4 3/4 — — AUTOMATIC DRAINING FREEZELESS WALL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. RECESSED HOSE BIBB. LAV -1 ADA LAVATORY (WALL —MTD) KOHLER K -2005 WALL MOUNT VITREOUS CHINA WHITE FAUCET CHICAGO 404 -317CP 1/2" 1/2" 1 -1/2" 1 -1/2" SEE ARCH. DWG'S FOR MOUNTING HEIGHT. FURNISH SINK AND FAUCET WITH 8" CENTERS: FURNISH FAUCET WITH WRIST BLADES. PROVIDE CARRIER. MXV -1 THERMOSTATIC MIXING VALVE LEONARD 220 THERMOSTATIC — — — - — 1/2" 1/2" - - SET FOR 110 DEGREES F. RP -1 RECIRCULATION PUMP GRUNDFOS UP- 15 -42SF — - — - — — — — — — 1/25 HP, 115V, 1PH, 60HZ MS -1 MOP SINK FIAT MSB -2424 FLOOR — WHITE FAUCET FIAT 830 —AA 1/2" 1/2" 3" 2" PROVIDE HOSE WITH BRACKET #832 —AA, MOP HANGER #889 —CC, AND VINYL RIM GUARD #E -77 —AA TD -1 TRENCH DRAIN JAY R. SMITH 9816 PRE— SLOPED SECTIONS FIBERGLASS — — — — — — 3" 2" 1 SECTION WITH DUCTILE IRON GATE AND TRAP PRMIMER CONNECTION TD -2 TRENCH DRAIN JAY R. SMITH 9816 PRE — SLOPED SECTIONS FIBERGLASS - — — — — — 3" 2" 1 -1/2 SECTIONS WITH DUCTILE IRON GATE AND TRAP PRMIMER CONNECTION TD -3 TRENCH DRAIN JAY R. SMITH 9816 PRE— SLOPED SECTIONS FIBERGLASS - — — — — — 3" 2" 3 DEEP WELL SECTIONS WITH DUCTILE IRON GRATE, WITH INTERNAL STRAINER 12FT. LONG TOTAL MIN. 8" DEEP. AND TRAP PRIMFR CONNFCTION WITH ACCFS PANFI. TP -1 TRAP PRIMER PPP PR -500 PRIME—RITE PRESSURE ACTIVATED STANDARD — — - — — - 1/2» ' -1 _ U: i 1. • , _, • - WALL MTD 1 -- • . • - E I► ► • I S. p. ROYAL 1:0— _ — WALL MOUNTED, TOP SPUD WITH BLOW —OUT FLUSH ACTION. PROVIDE WITH 1.0 GPF EXPOSED CHROME PLATED FLUSH .L■ iTi 01 ■ 1 S iE 1 £ L. WC -1 WATER CLOSET (FLOOR —MTD) KOHLER K- 4302 FLOOR MTD FLUSH VALVE PORCELAIN WHITE FLUSH VALVE SLOAN ROYAL 111 » 1 -1/2 — » 4 » 2 TOP SPUD. PROVIDE WITH CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL, ELONGATED OPEN FRONT SEAT. WC -2 ADA WATER CLOSET (FLOOR —MTD) KOHLER K -4368 FLOOR MTD FLUSH VALVE PORCELAIN WHITE FLUSH VALVE SLOAN ROYAL 111 �, 1 -1/2 » 4 » 2 TOP SPUD. PROVIDE WITH CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL, ELONGATED OPEN FRONT SEAT. WH -1 WATER HEATER RHEEM ES50 — 54G TYPE •• — — 2" 2" — — 100 GALLON, 54 KW INPUT, 3PHASE,480 VOLTS, OUTLET TEMP. SET © 120 DEGREES. INSTALL XP -1. XP -1 EXPANSION TANK AMTROL ST25V — — — — — — — 1" — — XP -2 EXPANSION TANK AMTROL ST12V - - — — — — — 3/4" — — XP -3 EXPANSION TANK AMTROL ST5V — — — — - — — 3/4" - — WH -6 WATER HEATER RHEEM EG SP2 ELECTRIC TYPE — - — — — 3/4 „ 3/4 — - 76 GALLONS, 15 KW IMPUT, 480 VOLTS, 3 PHASE, RECOVERY OF 242 OF 242 G.P.H. AT 80 DEGREE RISE 6” TYPE B FLVE. SET OUTLET TEMP TO 120 DEGREES. INSTALL XP -2 WH -3 WATER HEATER RHEEM E550 -12G ELECTRIC TYPE _ _ — — — 1 -1/4" 1 -1/4" - — 50 GALLONS, 15 KW IMPUT, 480 VOLTS, 3 PHASE, RECOVERY OF 78 G.P.H. AT 80 DEGREE RISE. SET OUTLET TEMP TO 120 DEGREES. INSTALL XP -2 WH -4 WATER HEATER TAKAGI MOBIUS T —M50 NON STORAGE GAS FIRED INSTANTANFOIIS — — — — — 1 -1/4" 1 -1/4" - - WALL MOUNTED INSTANTANEOUS TYPE 6.8 G.P.M. AT 90 DEGREE RISE WITH TAKAGI FLUE KIT. INSTALL PER MANUFACTURES INSTRUCTIONS. INSTALL XP -2 BFP -1 REDUCED PRESSURE PRINCIPLE WILKINS 575 3" — — - — — _ _ — _ INSTALL PER WATER DISTRICT STANDARDS BFP -2 BACKFLOW PREVENTER WILKINS 575 3/4" _ _ _ _ _ » 1 -1/2 _ _ _ ROUTE AIR GAP FITTING DISCHARGE TO FLOOR SINK BFP -3 BACKFLOW PREVENTER WILKINS 575 » 1-1/2" - - - - — 1 -1/2" — — — ROUTE AIR GAP FITTING DISCHARGE TO FLOOR SINK PRV -1 PRESSURE REGULATOR 500 YSBR 3" — — — — _ _ _ - _ _ SET OUTLET PRESSURE AT 75 P.S.I. WATER FIXTURE UNIT SCHEDULE FIXTURE WSFU - FLUSH VALVE TENANT FIXTURE QUANTITY EACH FIXTURE TOTAL TENANT TOTAL GPM MARKET FC -1 FISH CLEANING MACHINE PRC SCM -4 — — MEAT PREP 3 —COMP SINK 4 2 8 — — — (PER FAUCET) HS -1 HAND SINK GSW HS -1217W — STAINLESS STEEL HAND SINK 2 2 4 1/2" 1/2" KITCHEN & PREP 3 —COMP SINK 1 2 2 HOSIYAKI F- 1500MAH AIR COOLED HAND SINK 1 2 2 HF —H TWIN 1" — TABLE SINK 2 2 4 LOBSTER TANK — — STEAMER 1 0.5 0.5 - — FISH DEPARTMENT 3 —COMP SINK 1 2 2 OZ -1 OZONE MACHINE ECO -SAFE HAND SINK 2 2 4 — — — SHRIMP SINK 6 2 12 INDIRECT DRAIN TO NEAREST RECEPTOR S -1 3 COMPARTMENT SINK (PER FAUCET) SH20243D STAINLESS STEEL — FAUCET T &S FISH SINK 6 2 12 — PREP SINKS TO DRAIN INDIRECTLY TO FLOOR SINK. POT & UTENSIL SINKS TO DRAIN DIRECTLY TO WASTE S -2 (PER FAUCET) — — — STAINLESS STEEL — FAUCET 2 —BAY SINK 2 2 4 2" 2" DIRECT WASTE (PER FAUCET) WORK TABLE PREP SINK — — — STAINLESS STEEL — ICE MACHINE 1 0.5 0.5 3/4" — — FISH CLEANER 1 2 2 — — PRODUCE PREP 3 —COMP SINK 1 2 2 3/4" 3/4" _ — HAND SINK 1 2 2 — — — PREP SINK 2 2 4 B -0290 3/4" RESTROOMS & UTILITY WATER CLOSET — FV 2 5 10 THAWING SINK — — LAVATORY 2 1 2 T &S B -0290 133X 3/4" MOP SINK 1 3 3 — AO? 4:__ RINSE SINK HOSE BIBBS 1st HOSE BIBB 1 2.5 2.5 F _T :._ (ESTIMATE) EACH ADDITIONAL 7 1 7 D 8E. ' A E TO FLIO" DF -1 ELECTRIC WATER COOLER HAWS HWUAC08LSS DOUBLE HI -LOW 'BRUSHED STERLING' VINYL COATING 89.5 _ MARKET TOTAL _ 3/4" _ 1 -1/2" 89.5 110 GPM • PLUMBING FIXTURE SCHEDULE OWNER FURNISHED CONTRACTOR INSTALLED FIXTURE TRIM CONNECTIONS REMARKS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW W V FC -1 FISH CLEANING MACHINE PRC SCM -4 — — — — - - — — — — HS -1 HAND SINK GSW HS -1217W — STAINLESS STEEL — — — — 1/2" 1/2" 1 -1/2" 1 -1/2" FAUCET AND BASKET DRAIN INCLUDED IM -1 ICE MACHINE HOSIYAKI F- 1500MAH AIR COOLED — — FILTER SYSTEM HOSHIYAKI HF —H TWIN 1" — — — INSTALL 1" APPROVED TYPE BACKFLOW PREVENTOR — PER CODE — AS REQUIRED LT -1 LOBSTER TANK — — — — - — - — 1" — — — OZ -1 OZONE MACHINE ECO -SAFE — — — — — — — 2" — — — INDIRECT DRAIN TO NEAREST RECEPTOR S -1 3 COMPARTMENT SINK GSW SH20243D STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — — PREP SINKS TO DRAIN INDIRECTLY TO FLOOR SINK. POT & UTENSIL SINKS TO DRAIN DIRECTLY TO WASTE S -2 WORK TABLE SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" 2" 2" DIRECT WASTE S -3 WORK TABLE PREP SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — — INDIRECT WASTE TO FLOOR SINK S -4 THAWING SINK — — — STAINLESS STEEL — ! FAUCET T &S B -0290 133X • 3/4" 3/4" _ — — SINK REQUIRES 8 FAUCETS INDIRECT WASTE TO FLOOR SINK S -5 2 COMPARTMENT SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — — SINK REQUIRES 2 FAUCETS INDIRECT WASTE TO FLOOR SINK S -6 THAWING SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 133X 3/4" 3/4" — - SINK REQUIRES 6 FAUCETS INDIRECT WASTE TO FLOOR SINK — AO? 4:__ RINSE SINK — — — T' k - _ STEEL — F _T :._ • • _ , ,» ,» — D 8E. ' A E TO FLIO" DF -1 ELECTRIC WATER COOLER HAWS HWUAC08LSS DOUBLE HI -LOW 'BRUSHED STERLING' VINYL COATING _ _ _ _ 3/4" _ 1 -1/2" 1 -1/2" 1 5 HP / " HP/120 V., LOWER SPOUT +36" A.F.F. , UPPER SPOUT +42" A.F.F. WATER CALCULATIONS AVAILABLE WATER PRESSURE(619)(420 -1413) PRESSURE LOSS ACROSS METER BACKFLOW PREVENTOR LOSS 3" © 110 GPM PRESSURE REDUCING VALVE 3" STATIC PRESSURE LOSS (ELEVATION) (10' -0" X .43) MINIMUM PRESSURE AT LAST FIXTURE (FLUSH) VALVE TOTAL PRESSURE AVAILABLE DISTANCE TO LAST FIXTURE EQUIVALENT DISTANCE IN FEET(10 %) FITTINGS GALLONS PER MINUTE (GPM)(276 F.U.)FLUSH VLV. METER SIZE ALLOWABLE PRESSURE LOSS / 100 FT. 27 x 100' 440 EQ. FT. 55 PSI 0 PSI 5 PSI N/A PSI 3 PSI 20 PSI 27 PSI 400 FT 440 FT 110 GPM 2" (E) 6.1 PSI NOTE: REFER TO ARHITECTS TENANT SPACE PLANS FOR EQUIPMENT LIST AND SCHEDULES. ALL TENANTS IMPROVEMENT SHALL BE INCLUDED IN THIS SCOPE OF WORK. JAS RPISSUPE PHLATOPS (5R.S. .; TAG INLET Q 2PSI LOAD TOTAL CFH INLET SIZE OUTLET SIZE ORIFICE SIZE SPRING COLOR LOCATION MODEL GPR-1 1715 2" 3" 1/2" GREEN SIDE OF BLQG, 143-80 ALL REGULATOR SHALL BE INVENSYS OR EQUAL oo NADEL RETHIL REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 1 2010 City of Tukwila BUILDING Dlul�ini\I Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarccom ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 RECEIVED CITY OF TUKWILA APR 0 6 2010 PERMIT CENTER B.C. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 EXPIRES 30/21/2010 =suiting anginas mechanical building systems engineering 818.735.5551 l 818.735.5554 f 31332 Na cdtae. write 112 weetldoe rNage, ca 91362 CONSULTANT: DRAWING TITLE: a z �< 9O rr;`— REVISIONS: 0 /Q2_.05.1OA O �i ' 1 Cy`! 3 3.2 • DATE — nl u; —v ' JOB NO. '' O' ' Z SHEET NUMBER P C.2 OMIT CHAMFER WHEN NEXT TO STRUCTURE •.e • WATER TIGHT LINK -SEAL TOP OF SLAB 18" SQUARE 6" DEEP CONCRETE PAD CORE OR SAND CUT SLAB AS REQUIRED SAND MAXIMUM PIPE /TUBING SUPPORT SPACING, FEET NOM. SIZE THRU. 1" 1 1 -1/4 1 -1/2 2 2 -1/2 3 STORE EQUIPMENT 4 3-1/2" 13 PIPE 7 FT. 7 7 9 10 11 12 14 TUBING 5 FT. 6 7 8 8 9 10 12 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE ADJUSTABLE CLEVIS HANGER HANGER ROD, ATTACH TO STRUCTURE ADD SEISMIC BRACING AS REQUIRED 1/2" DIA. HANER RODS WITH 36" MAX. SPACING ON EACH CHANNEL SIDE VIEW 1 -1/2" 12 GAGE ANGLE CHANNEL OR 2 "x2 "x1/2" TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAD STORE EQUIPMENT TERMINATE DRAIN OVER FS W/ 1" AIR GAP FINISHED FLOOR ;_, SPLIT GRATE WITH FRONT EXPOSED TO VIEW STORE EQUIPMENT FLOOR SINK DOME STRAINER WASTE PIPE ROOFING HEIGHT PER LOCAL CODE 12" MIN. 10" SKIRT TERMINATE 10' -0" FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW. 2' -0" MIN. FROM ANY WALL OR STRUCTURE. SEALANT COUNTER FLASHING SLEEVE SEAMLESS LEAD FLASHING STEEL REINFORCED BOOT HOT MOP ROOF CONSTRUCTION, S.A.D., AND S.S.D. VENT PIPE, SEE PLANS P RET RU SLAB 0\ GRADE SCALE: NTS S \GLE PIPE A\CER -TA L SCALE: NTS FLOOR S C LOCATh SCALE: NTS VE \T T R ROOF ETA L SCALE: NTS AUTOMATIC AIR VENT (TYPICAL) CW SUPPLY s.o.v. (r.) TIME CLOCK SUITABLE FOR OUTDOORS ti FULL SIZE IW TO FS 11 10 9 1 WH -1 0 — 6" HIGH LEG MINIMUM CHECK VALVE 3/8" LAG SCREW TO WALL (TYP.) SECURE WATER HEATER TO WALLWITH 18 GAGE GALV. STEEL STRAP 1 -1/2' WIDE AND 5/8' DIAMETER BY 3-1/2" LAG SCREWS EACH END. (TYPICAL FOR WATER HEATERS AND EXPANSION TANK) — HWR INSERTION TYPE AQUASTAT CIRCULATING PUMP GRUNDFOS ON TIME CLOCK SEISMIC RESTRAINTS BY MECHANICAL CONTRACTOR PIPE SIZE (IN) MAX SUPPORT SPAN (FT) UP TO 1" 7 1 -1/2" 9 2" TO 2 -1/2" 10 3" 12 3-1/2" 13 4" 14 5" 16 SPAN SHALL BE GOVERNED BY SMALLEST PIPE REQUIREMENTS AS REQUIRED (TYP.) SUPER -STRUT ACCESSORIES ATTACH TO STRUCTURE WITH HANGER ROD MIN. 1/2" DIA. SUPER -STRUT PIPE CLAMP. (TYP. FOR MULTIPLE PIPES.) THERMAL HANGER SHIELD OR ISOLATOR WHERE REQUIRED. SUPER -STRUT CHANNEL COMB. P &T RELIEF VALVE 1"W.X20 GAUGE GALV. SHEET METAL STRAP BOLT TO WALL STUDS (NIL AS EXTERIOR 3'X3'X6" 18GA. GA . SHEET METAL PAN THERMOMETER (N)GATE VALVE (TYP.) DIELECTRIC UNION (TYP.) 3/4 "D. TO F.S— NOTE UP TO PIPING BELOW CLG. 2 "HW-1 c1=1-3 /4"HWR 2 "CW ---L=1 IMMERSION TYPE THERMOSTAT (N)G.V. . 'v A A (N)CH.V. (N)HOSE BIBS (N)U. TIME CLOCK NOTE: ALL SINKS AND LAVATORIES IN FOOD FACILITY AREAS, SHALL BE SUPPLIED WITH A MINIMUM OF 120 DEG. F. HOT WATER IN LINE ALL BRONZE CONST. 1/6 H.P. /120V. /SINGLE PHASE W /B. &G. PUMP HANGERS. (N)3/4" (E)FLOOR XP EXPANSION TANK ALL HOT & COLD WATER SUPPLY AND RETURN PIPING TO BE INSULATED WITH SNAP -ON FIBERGLASS INSULATION WITH STAPLED CANVAS JACKET. SIZES: 1/2" TO 1" PIPE = 1" THICK 1 1/4" TO 6" PIPE = 1 1/2" THICK K = 0.27 BTUH IN. /SQ.FT. OR LESS 1/8" STEEL PLATE (4)1/4" ANGLE IRON LEGS 6" HIGH WELD TO STEEL PLATE. WATER EATER SETA L V LT PEE P PE SLPPORT ETA JO V -STIC OT WATER EATER SCALE: NTS SCALE: NTS SCALE: NTS SUPPLY AND RETURN DUCT BY MECH CONTRACTOR AC UNIT BY MECH. CONTRACTOR SUPPLY AND RETURN DUCT BY MECH CONTRACTOR AIR CONDITIONING UNIT GAS COCK GAS PIPE DOWN THRU ROOF. / ELECTRICAL DISCONNECT UNION REDUCE PIPE AS NEEDED TO CONNECT TO UNIT 0 ROOF CURB BY MECHANICAL CONTRACTOR ROOF DRIP LEG GAS PIPE RE: PLANS FOR SIZES AND ROUTING SECURE TO STRUCTURE PER SMACNA 12" LONG BRAIDED FLEXIBLE CONNECTION WITH CLAMPS FLEXIBLE CONNECTOR TO BE LISTED FOR OUTDOOR USE. OPEN AIR VENT 6" MIN. ROOF AIR CONDITIONING UNIT BY MECHANICAL CONTTACTOR jr1 PRE - FABRICATED CURB BY OTHERS CAP FOR FUTURE TENANT USE. TOP OF SLAB CONDRETE PAD 3/16" X 1-1/4" X 10" LONG PLATE AND 3/8" GALV. THREADED ROD. " KIN - LINE" NO. 293 OR EQUAL. AT 10' -0" OC. 3" • • •a rr v • • H H W H 111 iii GALV. CLEVIS HANGER- HANG AT 10'- 0 "O.C. 7—DISTANCE VARIES WITH SLOPE OF PIPE RCP TOP GAS P H\C PTA L SCALE: NTS 8 ROOF TOP CO\3E\ SATE BRA SETA L SCALE: NTS J \DER CROJ \D PIPE SUPPORT ITAL SCALE: NTS io to-iw oo 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 21 2€110 City of Tukwila BUILDING DIVI Iflnl ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 0 -04 -10 B.D. SUBMITTAL: 01 -21 -10 RECEIVED CITY OF TUKWILA APR 0 6 2010 PERMIT CENTER NADEL RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com U) DIMES 30 /2V2m0 consulting engineers mechanical building systems englneetin9 818.735.5551 1 818.735.5554 f 31332 via canes, silts 112 sestlaks Aage, ca 91362 2nd H.D. SUBMITTAL: 02 -00 -10 CONSULTANT: 1- 0 w 0 a *as ‘41J ,-^1-- • • "" CSC) W - Ca W f- ifl c) n LLi.„ C co t i r _J L,: l,. J - - .., Lo mo; i— I S'— REVISIONS: 02. C \ , \\ DATE n J n 1 -0 rY _ 0 J JOB NO. 09293 SHEET NUMBER 0.3 cJ E ) It 7 --' I ------ .----- --- ------- ,----- - I , —.....:,----/ --_ — I ,,,,---1--- ,_, .- 2 1 -11 ---I-- 1 7,:=1-7---------•,==]r ',,-) --e-:,,,'-------__:1--....------ / ' 1 i 1 1 1 1 •-•-; I i 1 i . I \ i \ \ \ \ . ■ \ \ \ N., \ : ; i 1 I 1 1 • I i 11 ! 1 1. SLOPE 2 t 1 • 11 01/2" H.&C.W. DN. IN WALL TO FIXTURE 01-1/4" C.W. DN. IN WALL TO FIXTURES ()WATER SUBMETER WITH ELECTRONIC REMOTE READ AT COMMON ()SHUT OFF VALVE LINE SIZE WITH ACCESS PANEL. 01-1/4" C.W. TO WATER HEATER. 1" H.W. BACK DN. IN WALL 03/4" H. & C.W. DN. IN WALL TO FIXTURE 0 1" H.W. DN. IN WALL. 61" H. & C.W. DN. IN WALL TO FIXTUES. ROUTE 1/2" C.W. TO RIC: 01/2" TO TRAP PRIMER COMMECTION AT DRAIN 81/2' C.W. & 3/4" H.W. DN. IN WALL. ROUTE 1/2" H. & C.W. TO 01" H. & C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO S-2 & ()ROUTE 1-1 4" CW. TO WATER HEATER. DROP 3/4" H&CW. DN. 83/4 H. & C.W. DN. IN WALL TO MOP SINK 83/4" H. & C.W. DN. IN WALL. ROUTE 1/2" C.W. TO STEAM TABLE.j 01/2" C.W. DN. IN WALL TO WATER FILTER. ROUTE 1/2" FILTERED 83/4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO 3 COMP 63/4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO PREP BACKFLOW PREVENTOR. TO FIXTURES SINK. ROUTE 1/2" C.W. TO PASTA COOKER ROUTE 1/2" C.W. STORAGE ROOM. MOUNT TO WALL WITH UNISTRUT AT 5FT. ABOVE MOP SINK. SINK. c4c 1/2" H. & C.W. TO HAND SINK. ACCESS PANEL. TO FILTER. ROUTE 1/2" FILTERED WTR. TO RICE STEAMER. COOKER, 1 2" C.W. WITH APPROVED BACKFLOW REVENTOR TO 1 ICE KER .1/2" H.W. TO DiPPER WELLWITH S.O.V. 1./2" H.& C.W.:j TO HAND SINKS. & 3/4' H. & CW. TO PREP SINK. ROUTE 1/2" H. & CW. TO DUMP & HAND SINKS. HAND SINK AND 1/2" H.W.TO COFFEE MAKER. • 1/2" H.W. WITH SHUTOFF VALVE TO DIPPER WELLS. • 1/2" C.W. DN. IN WALL TO ICE MAKER WITH APPROVED WATER TO BAG & BOX SODA SYSTEM WITH APPROVED B.F.P. 4" H. C.W. TO MOP SINK .1 ii 0 BALER / 03/4" H. & C.W. DN. IN WALL. ROUTE 3 1/2" C.W. TO ICE MAKER WITH APPROVED B.F.P. 81-1 /4" TO U-1 , cSc 1 /2" cyT/O pF-1 2) H. & C.W. DN. IN WALL. ROUTE 1/2" H. & C.W. TO EACH L-1. ®1/2" H.W. DN. IN WALL. L-1. 81-1/4" C.W. DN. IN WALL. TO WC-1 82" C.W. DN. IN WALL. TO HEADER. 1/2" H.W. DN. IN WALL TO HAND SINK. 3/4" C.W. DN. IN WALL. ROUTE 1/2" TO HAND SINK & ICE MAKER WITH APPROVED B.F.P. 1/2" C.W. TO ICE MAKER WITH APPROVED B.F.P. 01" C.W. & 3/4" H.W. ROUTE 1/2" H. & C.W. TO HAND SNK. ROUTE 3/4" H. & C.W. TO PREP SINK. ROUTE 1/2" C.W. TO DIPPER WELL & WATER FILLER. DN. IN WALL TO WC-2 3/4" C.W. & 1/2' H.W. DN. IN WALL, ROUTE 1/2" C.W. TO SINGLE POT FILL FAUCET. ROUTE 1/2" H. & C.W. TO DOUBLE POT FILL FAUCET. 01" H. C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO 3 COMP & MOP SINK. ROUTE 1/2" H. & C.W. TO HAND SINK 01" H. & C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO PEP SINK. ROUTE 1/2" H. & C.W. TO HAND SINK. ROUE 1/2' C.W. TO ICE MAKER WITH APPROVED B.F.P. ROUTE 1/? C.W. TO DIPPER WELL FAUCETS.(2) WITH S.O.V. ROUTE 1/2" H.W. TO (1) DIPPER WELL S.O.V. ()SHUT OFF VALVE AT FRONT OF CASE AND ACCESSIBLE. 01/2" OZ WATER QUICK CONNECT COUPLER FOR CASE WASH DN. 83/4"H.W.&1"OZ DN. IN WALL. ROUTE 3/4" H.W. & OZ TO HS-1. ROUTE 3/4" H.W. & OZ TO 8-3.ROUTE3/4" OZ TO BFP-2. ®1" H.W. 4 OZ DN. IN WALL. ROUTE 3/4" H. & OZ TO PREP & 3 COMP SINKS. ROUTE 1/2" OZ TO BFP-2 1" H.W. 4 OZ DN. IN WALL TO FIXTURES. 3/4" C.W. DN. IN WALL. ROUTE 3/4" TO HB-1 8c 1/2" TO SINK. 1/2" H.W. DN. IN WALL TO L-1. 1/2" H.W. & 1-1/2" C.W. DN. IN WALL TO HEADERS. 1-1/4" H.W. & OZ. DN. IN WALL TO FIXTURES 1/2' OZ DN. IN WALL TO ICE MAKER WITH APPROVED B.F.P. 3/4" OZ DN. IN WALL. ROUTE 3/4" TO LT-1 WITH S.O.V. AND 1/2" TO ICE MAKER WITH APPROVED B.F.P. ®3/4" OZ & 1/2" H.W. DN. IN WALL. ROUTE 1/2" OZ & H.W. TO HS-1 CONTINUE 3/4" OZ TO BELOW SLAB AND RQUTE TO HB-2 S ()MIN. 4' DIA. P.V.C. SLEEVE BELOW FLOOR WITH LONG RADIUS ELBOWS TURNING UP THRU SLAB. TYPE K COPPER WITH NO JOINTS BELOW SLAB. 83/4" OZ STUB UP TO HB-2 H.W. 8c OZ. DN. IN WALL TO FULL SIZE HEADER. 1/2" H.W. & OZ To EACH 5.4 & 5.5 FAUCET 81-1/2" OZ. DN. IN WALL TO HEADER. RQUTE 1-1/2" FC-1 WITH APPROVED B.F.P. ROUTE 1/2' TO EAC-I 5-6 FAUCET. 03/4" H.W. DN. IN WALL TO HEADER. ROUTE 1/2" TO EACH S-6 FAUCET. 81-1/2' H.W. & 3/4" OZ DN. iN WALL. ROUTE 3/4" H.W. & C.W. TO 3 COMP SINK. ROUTE 1_/2' H.W. & OZ. tO EACH HAND SINK. ROUTE 3/4" H.W. TO HB-2. 3/4" H.W. & OZ. DN. IN WALL TO SINK. 1-1/4" H.W. & OZ. UP FROM SLAB. ROUTE 3/4" H.W. & OZ TO FAUCET 81" H.W. & OZ. ROUTE 3/4" H.W. & OZ TO EA. SINK FAUCET 81-1/4" H.W. 8c OZ DN. TO BELOW SLAB. ROUTE TO S-5 & S-4 WALL. ®CONNECT EXIST. 2" C.W. PIPING SUPPLY EXISTING 2ND FLOOR FIXTURE TO NEW 2-1/2" C.W. PIPING MAIN IN BLDG. ®1-1/2" CW DROP IN ALL W/ SOV & A.P. 81-1/2" CW DROP IN WALL W/ SOV & A.P. TO HEADER EXTEND AND CONNECT 1-1/4" TO EACH WATER CLOSET r---1 I I ; ; I I I I I I - I I EWI 12-1 /2" C.W. MAIN SERVICE i 1 •!•-‘-•:• ; I Z Y 12 0 2"-20 • / i5:1 1 ; . • I•t,•11 I Vi h • /2" 747 1 Ern 110) _or= 1 1 1 I 1! I ; A / / 7 rrluticuma H 1 i..immirrot-mosiolpimenoi4sa TRITS.tomr OFIFP-00111 SIVA CF. SA METER NW 114DA4ENTIO 3118U�: M•IO MOIME FROM TWEIOF RAM= MAID \ `7--11 • • I I I ' PRODUCE • ktfp.,-.,1_,11• Y 11 I/ • \ i I 1 1 1 LJ n 1 SUITE' 1150 OWNS BAMI) REFEROIOE T t MR k SAFELY - 010-019 MOW - - P010-001 HEALTH ER1187006 ; ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. HOT A\D COLD WATER SCALE • ,•1 NRDEL RETRII Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 8 13CIRES 30/21/2010 CONSULTANT: 7.5.5551 818.735.F.:554 31332 cu1V.: 112 co 91362 0 0 REVIEWED FOR CODE COMPLIANCE RAPP APR 2 1 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA •APR 0 6 2010 PERMIT CENTER DRAWING TITLE: REVISIONS: AO 2. 05.1 r" 4\03. 01- . 1 9\ 24. 1 07\ 1\ / olgagNOWASOMPOOMMOMMIGSMO 00 0 0 • AISIBM17579, 112,9001 SHEET NUMBER P-2.0 HD. SUBMITTAL: 01-04-10 B.D. SUBM TTAL: 01-21-10 2nd HAD. SUBMITTAL: 02-00-10 WASTE FIXTURE UNIT SCHEDULE WASTE FU TENANT FIXTURE QUANTITY EACH FIXTURE TOTAL TENANT TOTAL GPM MARKET MEAT PREP 3 —COMP SINK 4 6 24 HAND SINK 2 2 4 KITCHEN & PREP 3 —COMP SINK 1 6 6 HAND SINK 1 2 2 TABLE SINK 2 2 4 FISH DEPARTMENT 3 —COMP SINK 1 6 6 HAND SINK 2 2 4 SHRIMP SINK 6 2 12 FISH SINK 6 6 36 2 —BAY SINK 2 2 4 FISH CLEANER 1 2 2 PRODUCE PREP 3 —COMP SINK 1 6 6 HAND SINK 1 2 2 PREP SINK 2 6 6 RESTROOMS & UTILITY WATER CLOSET — FV 4 6 24 LAVATORY 2 1 2 URINAL 2 1 2 MOP SINK 1 6 6 ENTIRE MARKET FLOOR SINKS 37 2 74 . FLOOR DRAINS 17 2 34 TRENCH DRAINS 3 2 6 DRINKING FOUNTAIN 2 .5 1 MARKET TOTAL 267 114 GPM NADEL RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com r--1 IEEK €1021' QQ J• i i i et i 1 consulting engineers •` �9 4* 413 r '. � 1 �— �LI.1 `. I irfr.110' "444441S4044, TGIO-P 0 REVIEWED FOR CODE COMPLIANCE APP 'OVED APR 21 2010 City of Tukwila BUILDING DIVISInim RECEIVED CITY OF TUKWILA APR 062010 PERMIT CENTER y rnecnenicai building systems engineering - 518.735.5551 I 8118.735.5554 i 31332 vic ccinas, suite 112 westicke YlInge, c0 91362 Z 0 U 0 Pr'z Z (j Q. 00 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. WASTE A\D VENT ISOVETRIC FOR REFERENCE 0 \LY SCALE H.D. SUBMITTAL: 01 -04 -10 . B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -O0 -10 U W O F- V W D DRAWING TITLE: REVISIONS: 'A DATE SWF JOB NO. �n r : r1 i 5..1— tJ 'v- 0 SHEET NUMBER 09293 P -4.0