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Permit PG19-0143 - SHASTA BEVERAGE - TRENCH DRAINS PHASE 2 AND ADD DEDUCT
SHASTA BEVERAGE, INC TRENCH DRAINS PH 2 1227 ANDOVER PARK E FINALED 10/12/2020 PG 19-0143 Parcel No: Project Name: City of Tnnk"°"^U �� Department -, Community Development 6300Southcente,Boulevard, Suite#1O0 Tukwila, Washington 981B8 Phone: 206'431'3670 Inspection Request Line: 20G'438'9350 web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 3523048072 Permit Number: P{319-0143 1227ANDOVERPARK E Issue Date: 6/8/2020 Permit Expires On: 12/5/2020 SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 2 Contact Person; Name: Contractor: Name: Address: License No: Lender Address: NATIONAL BEVERAGE CORP 8100SVV10THSTSTE4000' PLANTATION, WA, 33324 DAV|DKEMLE Phone: (206) 433-8997 l9l6BONA|RDRSW, SEATTLE,WA, 98116 LAKE0DGEPLUMBING &PNECHINC Phone: (425) 827-9262 13SO8NE1Z4ST'K|RKLANC\WA, 98034 LAKERPM099RK Expiration Date: 5/25/2022 ''' DESCRIPTION OFWORK: INSTALL NEW TRENCH DRAINS AND DRAINAGE PIPING PER PLANS. INCLUDES INSTALLATION OFADEDUCT VVKnINSIDE THE BUILDING. Valuation ofWork: $38,080.00 Water District: TUKVV LA Sewer District: TUKWILA Fees Collected: $244.00 Current Codes adopted bythe City mfTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Gas Code: ational Electrical Code: VVACities Electrical Code: VVA[Z96~468: Code: ermit Center Authorized Signature: 0505 21 05 � Date: |hearby certify that | 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 ofthis permit does not presume to give authority to violate orcancel the provisions ofany other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree tothe conditions attached tothis permit. / �� i/ /� }— \ ��� Signature:i_�� " ��� ` / Print Name: (' (>_�� Da���-4 —=—� This permit shall become null and void ifthe work isnot commenced within 18Odays for the date ofissuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: All permits, inspection records and applicable plans shall bemaintained at the job and available tothe plumbing inspector. 2: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 3: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 4: All plumbing and gas piping systems shall betested and approved msrequired bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence ofthe Plumbing Inspector. |tshall bethe duty of the holder ofthe permit to make sure that the work will stand the test prescribed before giving notification that the work isready for inspection. 5: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than 1Dgauge. 6: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. 7: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall beprotected inaccordance with the requirements ufthe building code. 8: Piping inthe ground shall belaid onafirm bed for its entire length. Trenches shall beback8Uedinthin layers totwelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cindediU'frozen earth, or construction debris. 9: 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. 10: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 11: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures 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 ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 4UZofWashington State Amendments 12: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 13: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Tab|p17UIl 14: The special inspections for steel elements ufbuildings and structures shall berequired. All welding shall be done byaWashington Association ofBuilding Official Certified welder. 15: installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 16: The special inspection of bolts to be installed in concrete prior to and during placeirnent of concrete. 17: When special inspectuire6 either the owner orthe registered d6s—tenprofessional inresponsible charge shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 18: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall hwsubmitted tothe Building Official. The final inspection report shall beprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval. 19: The applicant or contractor must notify the Public Works Inspector at (206) 438-9350 upon commencement ofDEDUCT WATER METER installation and completion ofwork atleast 24hours inadvance. Public Works Inspector and Jason Bates, Tukwila Water Dept. shall jointly perform DEDUCT WATER METER Inspection. All inspection requests must also bemade 24hours /nadvance. 20: The deduct meter shall read flow quantities in 100's of cubic feet and shall have a TRPL register that is compatible with the Sensusautomatic reading system. PERMIT INSPECTIONS REQUIRED Permit Inspection Line- (206)438'9350 8004 GROUNDWORK 1908 PLUMBING FINAL 8005 ROUGH'|NPLUM8|NG 9001 UNDERGROUND CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: (For office us' on y) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 1227 Andover Park East Tenant Name: Shasta Beverage Inc GTrench Drains Phase 2 King Co Assessor's Tax No.:352304-9072 Suite Number: Floor: 1 New Tenant: LI Yes 111..No PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: w Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkehle©dkehlearch.com PLUMBING CONTRACTOR INFORMATION Company Name: Aubum Mechanical Address: PO Box 249 City: Auburn state: WA zip: 98791 Phone: 253-838-9780 Fax: Contr Reg No.: Aubum1162BAr Exp Date: 09-12-202C Tukwila Business License No.: BUD-0994349 Valuation of Project (contractor's bid price): $ 38,000 Scope of Work (please provide detailed information): Install new tench drains and drainage piping per plans Building Use (per Int'l Building Code): industrial Occupancy (per Int'l Building Code): FI Utility Purveyor: Water: Sewer: H:kApplicaliorts \ Forms -Applications On Line12011 Applications \ Plumbing Permit Application Revised 3-9-11.docs Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 5 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW 'THE SAME TO BE TRUE UNDER. PENALTY OF PERJURY BY THE LAWS 0 _t TE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZE Signature: Print Name: David Kehle Mailing Address: 1916 Bonair Dr SW Date 09/30/2019 Day Telephone: 206-433-8997 Seattle WA 98116 City State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 DESCRIPTIONS I ACCOUNT QUANTITY I PAID PermitTRAK $324.45 PG19-0143 Address: 1227 ANDOVER PARK E Apn: 3523049072 $324.45 Credit Card Fee 9,45 Credit Card Fee R000.369.908.00.00 0.00 $9.45 DEVELOPMENT $315.00 PERMIT REINSPECT FEE AFTER HRS INSP FEE TOTAL FEES PAID BY RECEIPT: R20921 R000.359.000.00.01 0.00 $315.00 $324.45 Date Paid: Thursday, June 11, 2020 Paid By: JOHN P GLENNON Pay Method: CREDIT CARD 07887D Printed: Thursday, June 11, 2020 12:27 PM 1 of 1 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/11/2020 12:25:27 PM CREDIT CARD SALE VISA CARD NUMBER: **********8610 K TRAN AMOUNT: $324.45 APPROVAL CD: 07887D RECORD #: 000 CLERK ID: Bill X (CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy hmnc•//claccir cnnveroenav cni-nNirtualMerrhant/transaction dn7disnatchMetlincl=nrintTra 6/11/9070 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $517.60 PG19-0143 Address: 1227 ANDOVER PARK E Apn: 3523049072 $202.03 Credit Card Fee $5.88 Credit Card Fee R000.369.908.00.00 0.00 $5.88 PLUMBING $163.00 PERMIT FEE R000.322.100.00.00 0.00 $128.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $8.15 TECHNOLOGY FEE R000.322.900.04.00 0.00 $8.15 WATER METER $25.00 DEDUCT METER INSTALL FEE R000.322.100.00.00 0.00 $25.00 PW20-0047 Address: 1227 ANDOVER PARK E Apn: 3523049072 , $315.57 Credit Card Fee $9.19 Credit Card Fee R000.369.908.00.00 0.00 $9.19 PUBLIC WORKS $305.00 BASE APPLICATION FEE R000.322.100.00.13 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $27.50 CONSTRUCTION PLAN REVIEW R000.322.100.00.13 0.00 $27.50 TECHNOLOGY FEE $1.38 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R20853 R000.322.900.04.00 0.00 $1.38 $517.60 Date Paid: Tuesday, June 02, 2020 Paid By: JOHN P GLENNON Pay Method: CREDIT CARD 08606D Printed: Tuesday, June 02, 2020 11:29 AM 1 of 1 t...(1,.:9/1.:lif sysx-m! CO TUKWILA ETKAKIT 6200 SOUTHCENTER BLVD TUKWILA/ WA 98288 206'4]]-1878 CITY OF TUKWILA Date: 06/82/2028 11:27:42 AM CREDIT CARD SALE vz5x [A8o NUMBER: **********8610 K TKAN AMOUNT: $517,60 APPROVAL [D: 08686D RECORD #: 000 Thank you! Customer Copy Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT 1 QUANTITY ,,. PAID 169.5 m19-0164 Address: 1227 AlIDOVER PARK E - APn:'..,.,3, 52'''''' 30'",.''' 4A 9,0'1z ...,,, , I ', L.? Credit Card Fee $2.83 Credit Card Fee R000.369.908.00.00 0.00 $2.83 MECHANICAL $94.36 PLAN CHECK FEE I R000.322.102.00.00 I 0.00 $94.36 PG19-0143 Address: 1227 ANDOVER PARK E Apn: 3523049072 ' - $41.97, Credit Card Fee $1.22 Credit Card Fee I R000.369.908.00.00 0.00 $1.22 PLUMBING $40.75 PLAN CHECK FEE I R000.322.103.00.00 0.00 $40.75 PG19-0144 Address: 1227 ANDOVER PARK E Apn: 3523049072 4,,t, 0.3 ..„ Credit Card Fee $0.89 Credit Card Fee R000.369.908.00.00 0.00 I $0.89 PLUMBING $29.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R18721 R000.322.103.00.00 0.00 $29.50 $169.55 Date Paid: Tuesday, October 01, 2019 Paid By: WILLIAM JOHNSON Pay Method: CREDIT CARD 03022B Printed: Tuesday, October 01, 2019 1:55 PM 1 of 1 CRIPIdl'SYSTM 0 .0 CVTUKWLABRAKD 0200 SVVTV[ENTEV BLVo TUKWIL4, WA 98188 206-433'1870 CITY OF TUKWILA Date: 10/01/2019 01:54:33 PM CREDIT CARD SALE MASTERCARD [Ano NUMBER: **********7168 K TKAN AMOUNT: $169.55 Appx0vAL [o: 03022B RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. RECEIVED CITY OF TUKWILA JUN 11 MO PERMIT CENTER Date: June 11, 2020 Permit Number: PG19-0143 Requested By: John P. Glennon - President Contractor: Lakeridge Plumbing & Mech., Inc. Inspection Information Project Name: Shasta Beverage Project Address/Location: 1227 ANDOVER PARK EAST, TUKWILA 98188 Requested Date for Inspection: June 14, 2020 Requested Time: 2:00 / PM Contact Name: Lee Ranton Phone Number: 206-681-5198 Inspection Requested: Underground ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $105.00 per hour (minimum total of $315.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: 4190-ifrt. /2. Printed Name: ohn P. Glennon - President Date: June 11, 2020 WAPermit Center\Applications-HandoutsVemplates\Forms \Off Hours Inspection 1-2017.docx Revised: June 14, 2019 david kehle arch dect May 18,2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Ms. Joanna Spencer RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Trench Drains and wastewater phase 2 PG19-0143 Dear Joanna, RECEIVED CITY OF TUKWILA MAY 27 2020 PERMIT CENTER I am in receipt of your correction letter #3 for the Trench Drains for Phase 2 dated April 27, 2020. The comment was to show sewer discharge and the location of the discharge meter. Lakeridge has said that they are shown on their drawings. There was a meeting on site to discuss. During that meeting with Scott Moore, PW Inspector, ti was determined that the correct water meter is shown on the drawings. Scott is now satisfied as for the correction letter. I believe this will be adequate to answer your corrections so you can complete your review and then permit can be issued. David Kehle CORRE TION LTR# pff 0143 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com ~ From: "John GleoopD" Subject: FWTrench drain PG19~0143 Date: Fri, May 15,2020 12:42 pm To: " " Cc: "Neil Johnson" <njohnson@shastabeverages.com> David - We met with the public utilities department on the meter. There was some confusion on their end in regard to it being on the drawing and them being OK with the location. That was cleared up at our site meeting on Monday. Below you will sae now that Joanna just needs this correction formally sent back per her notes below on the Revision Submittal form. MN cell is best if you have any questions. We are actually going to start digging on some of the underground on this permit next Tuesday, John P. Glennon - President Lakeridge Plumbing & Mech., Inc. 13508 NE 124th Street Kirkland, WA 98034 Phone 425-827-9262 Cell 206-713-3669 ~----Orielnal Message From: Joanna Spencer «]oanna,SpencerNTukwilaWA.gmv» Sent: Friday, May 15" 2020 13:26 PM To: John GIennon v]ohnGoIaheridgeplumbing,com» Cc: Scott Moore vScmtt.Moore0TukwiIaW4.gov»; Bill Rambo «Blll,Rambo@TukwilaWA.gpv>; Joanna Spencer «Juanna.Spencer(8TuhwiIaWA.gov» Subject: RE: Trench drain 2 PG18-0143 RECEIVED CITY OFTUKV\RLA &&�� �� �O7O nnvvv ^^ ° �w^" ������[T[���T��� ' ^-'"°"' ~^-'`'—' John, Since PG19-0143 required a correction in our permit computer system" please submit a Revision Submittal form and under scope/revision description please put that per site visit with Scott Moore, PW Inspector it was determined that correct WM is shown on the drawings, Joanna Spencer Development Engineer Tukwila Public Works 6300 Southcenter Blvd, Suite 108, Tukwila, WA 98188-2544 Phone: 208 431-3440 Fax. 286 431-3665 �������� -" Original Message LTR# From: ]ohnGIennon v]mhnGt@Iakeridgeplumbing.com» Sent: Friday" May 15* 2038 11:08 4M To: Joanna Spencer «]oanna.Spencer@TukwilaWA.gov» [c: Adib AltalIal «Adib.AltallalPTuhwlIaWA.Rpv»; Jeff Heglund «)eff.HeglwndPTukwilaW4.gov»; Scott Moore «Scott.M#ore(@TukwilaWA.gov» Subject: RE: Trench drain 2 Permit #PG19-0143 John P. Glennmn -, President Loheridge Plumbing & Mech." Inc. City of Tukwila Department of Community Development April 27, 2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 Allan Ekberg, Mayor RE: Correction Letter # 3 PLUMBING/GAS PIPING Permit Application Number PG19-0143 SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 2- 1227 ANDOVER PARK E Dear DAVID KEHLE, Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development 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 following departments: PW - C DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Show sewer discharge meters. If you have questions regarding this issue please call Scott Moore @ 206 431-2443. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheetmust 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. Sincerely, '1)14 Bill Rambo Permit Technician File No. PGI9-0143 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle oarchitecti March 24, 2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Request for Permit Application Extension # Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Permit Extension PG19-0143 Dear Mr. Hight, Current Expiration Date: Extension Request: YApproved for /rd days Denied (provide explanation) Signature/Initials I am in receipt of letters from Bill Rambo, permit tech, that the above permit will expire on 4-1-20 and that there are outstanding comments. I am asking for an extension to this permit for the following reasons: 1. Revised drawings have been submitted to the city where there was a change in engineer (from Auburn to Lakeridge) with revised drawings. These have not had a final review within the city. 2. The city is now closed so work is trying to be done remotely, so permit reviews are lagging 3. There has been a hold up of work at the plant due to the pandemic issues going on to keep the plant staff safe. These issues are being resolved but construction will not be completed nor inspections called for before the expiration date. I believe these are adequate to allow for the extension of the permits. Sincerely, David Kehle RECEIVED CITY OF TUKWILA 14Ak 25 7070 PERMIT CENTER 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com david kehle architect March 9, 2020 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Lee Sipe and Joanna Spencer RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Trench Drains and waste water phase 2 PG19-0143 Dear Staff, I am in receipt of your correction letter #2 for the Trench Drains for Phase 2 dated February 7, 2020. I have the following comments to your corrections: 1. The owner has released Auburn Mechanical as the contractor and engineer of record and has hired Lakeridge Mechanical as both the new contractor and engineer of record. I have attached the Lakeridge Mechanical drawings as the new permitset of drawings and new engineer of record. I believe this will be adequate to answer your corrections so you can complete your review. I will be submitting a separate permit to Public Works for the Phase 3 outside sewer connection with their requirements under your comment letter for PG19-0144. Sincerely, David Kehle CORRECTION LTR# PG19 0143 RECEIVED CITY OF TUKWILA MAR 10 7070 PERMIT CENTER 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Department of Community Development 3/5/2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 RE: Permit Application No. PG19-0143 SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 2 1227 ANDOVER PARK E Dear DAVID KEHLE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 10/1/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 4/1/2020. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG19-0143 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development February 07, 2020 DAVID KEHLE 1916 BONAIR DR SW SEATTLE, WA 98116 Allan Ekberg, Mayor RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG19-0143 SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 2- 1227 ANDOVER PARK E Dear DAVID KEHLE, Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development 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 following departments: BUILDING - C DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • We have the same comments as Public Works. PW - C DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • Per attached January 30, 2020 email informing that Mr. Austin Hanks, P.E. in no longer the engineer of record, please submit revised/updated plans prepared, stamped and signed by a WA State professional engineer. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. Sincerely, Bill Rambo Permit Technician File No. PG19-0143 ij 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Joanna Spencer From: Scott Moore Sent: Thursday, January 3O'2O2O7:07AK4 To: Joanna Spencer Subject: FW: Removal of Engineer of Record - Shasta Permits From: Austin Hanks <AustnHanhs@V\uburn K8echanicaicon`» Sent: Wednesday, January 39,ZO2D4:37PK4 To: Bill Rambo <BNiRambo @Tukmi|aVVA.Qov> Cc: dkehke@dkeh|eanch.monn;Neil Johnson (Shasto)<' hnson@shastabeve,ages.conn>;hevinHayes <kevinhayes@AubunmK8echanica|.conn>;Scott Moore <Scolt.Kxoore@Tukvvi|aVVA.Qov> Subject: Removal ofEngineer ofRecord ' Shasta Permits Bill — Per our conversation, I'm writing you toremove nmy engineeringseal from the plumbing permit drawings for: = PG19-0142(?) — Shasta Process Drainage Phase-1 (not sure of the permit number), * PGlg'O143—Shasta Process Drainage Phase-2,bk * PG19'O144—Shasta Process Drainage Phase-3. As another contractor will be doing the work, that contractor will need to provide any necessary engineer for the Thanks, Austin Hanks, PE—CPD/CPOT—LEEDBO+C Senior Mechanical Engineer Auburn Mechanical 2623Ni Valley Hwy K, Auburn, VVAS8OO1 P253.838.97801C206.402.2749 www.ouhurnmochenioo!.com When Performance Counts CAUTION: This email originated from outside the City ofTukwila network. Please DO NOT open attachments orclick links from an unknown or suspicious origin. FIL 0 --�� ami;rJ 0 ~�� 0 1 If3 david kehle architect. December 16, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Lee Si[e RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Trench Drains and waste water phase 2 PG19-0143 Dear Mr. Sipe, I am in receipt of your correction letter #1 for the Trench Drains for Phase 2 dated Nov. 25, 2019. I have the following comments to your corrections: 1. I have completed a revised application for which more clearly describes the work under phase 2. The piping being done is underground (nothing overhead) and no need for structural engineering. 2. No special inspections are required 3. Phasing has been delineated via a comment letter from Auburn Mechanical which has described Phase 1 construction as well as this Phase 2 construction and Phase 3 construction for more clarity. I have attached the Auburn mechanical comment letter for your information. I believe this will be adequate to answer your corrections so you can complete your review. Per Auburn Mechanical, they feel the drawings are clear enough with dark line weights and the balance of background light, to differentiate the new and existing. I will be submitting a separate permit to Public Works for the Phase 3 outside sewer connection with their requirements under your comment letter for PG19-0144. Sincerely, David Kehle CORRECTION LTR# pGri 0 11-13 RECEIVED CITY OF TUKWILA 17 2019 PERMIT CENTER 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com Auburn echanical 44., Per/1101;1(44.e Date: December 12th, 2019 Responding to: PG19-0143 SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 2 Attention: Bill Rambo, Permit Teclmician Bill: Your permit correction comments from (November 25th) are reproduced below in italics, and the comment responses are immediately following the comments. BUILDING - PG DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. CORRECTIONS REQUIRED 1. Need Structural engineering for any connection of piping, equipment to roof system. a. No structural required. The pipes are not supported from the roof. The pipes are mostly in the ground except where they come up for connections. Vent piping does not require seismic per ASCE 13.1.4.5 (<5#/foot). 2. Provide list of required special inspectionsfrom structural engineer. a. No structural required. See above. 3. Provide complete list of phasing of project. a. Phase 1 (under separate permit): Install trench drains for process equipment as shown on drawings. Reroute new drainage to sump pit. Pumped waste will route on/above the ground in temporary piping to existing trcatment pit (until next phase is complete). b. The following scope of work is on the cover sheet of the phase-1 drawings: 1. INSTALL TRENCH DRAINS AROUND & A SUMP PIT AT NEW WARMER. 2. INSTALL TRENCH DRAIN THRU FILLER ROOM. 3. REPLACE 7 SUMPS IN FILLER ROOM WITH ASSOCIATED PIPING. 4. ROUTE TEMPORARY PIPING FROM OIL SEPARATOR TO EXISTING WASTE WAFER PIT. c. Phase 2: Install sump drains for process equipment. Install trench drains and sump drains for water tanks and some other process equipment (not covered in phase 1, see drawings). Provide a holding tank between sump pit and treatment skid. Provide process waste water treatment skid and route waste from building. Connection to sewer under separate peiiiiit (phase-3 work). Provide industrial cold -water holding tank with pumped ICW system. d. The following scope of work is on the cover sheet of the phase-2 dratirril8FZEMILA 1. INSTALL TRENCH DRAINS FOR FILLER MACHINES. 2. INSTALL TRENCH DRAIN FOR CIP MACHINE. C: 1 7 2019 CORRECTION 3. INSTALL TRENCH DRAINS FOR NEW TANKS & VALVES. LTR# 4. INSTALL TRENCH DRAIN FOR AMMONIA CHILLER. 5. INSTALL TRENCH DRAIN FOR AMMONIA ROOM. PERMIT CENTER www.auburnmechanical.com 2623 West Valley Highway North P.O. Box 249 Auburn, Washington 98071 P 253,838.9780 6. INSTALL FLOOR DRAIN OUTSIDE CAN CRUSHER. 7. INSTALL SUMP PUMPS SYSTEM FOR OIL SEPARATOR. 8. INSTALL HOLDING TANK FOR EVOQUA SKID. 9. INSTALL SUMP PUMPS FOR HOLDING TANK WITH POC TO EVOQUA SKID (PROVIDED BY OTHERS). 10. PROVIDE EMERGENCY BYPASS VALVE (NORMALLY CLOSED). e. Phase 3 (under separate permit): Connection from two building sewer discharges (4"W brealc/restrooms and 6" treatment skid) to city sewer lines. f. The following scope of work is on the cover sheet of the phase-3 drawings: 1. PROVIDE 6" WASTE (360 DFU) CONNECTION TO CITY SEWER. PW - PG DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1. VeriA in writing that King County Wastewater Division has been contacted and that sanitary sewer discharge from this system meets all of their requirements. a. Lydia Eng of the King County Wastewater Division approved the pretreatment system (skid) on 1/25/2019. Please feel free to contact me with any comments or concerns. Sincerely, A LA,St&YV 1f cwaok Senior Mechanical Engineer 206-402-2749 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 352304-9072 Site Address: 1227 Andover Park East Suite Number: Floor: 1 Tenant Name: Shasta Beverage Inc Trench Drains Phase 2 PROPERTY OWNER Name: Shasta Beverage Inc Address: 1227 Andover Park East City: Tukwila State: w Zip: 98188 CONTACT PERSON — person receiving all project communication Name: David Kehle _ Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: Email: dkehle@dkehlearch.com New Tenant: ❑ Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: Auburn Mechanical Address: PO Box 249 City: Auburn State: WA Zip: 98791 Phone:253-838-9780 Fax: Contr Reg No.: Aubum1162BAr Exp Date: 09-12-202C Tukwila Business License No.:. BUD-0994349 CORREC,�,TION 4TP# Valua bis sricc Sco.+e of Work (please provide de t.' d i fo on): Install trench drains at tiller machines, CIP machine, new tanks and valves, ammonia chiller, ammonia room, install floor drain outside can crusher, sump pumps systems for oil separator, holding tank for EVOQUA s id, sump pumps for hoidintank 38,000 Building Use (per 1 t Building Occupancy (per Int'l Building Code): F1 Utility Purveyor: Water: 0 CITY OF TUKWILA t---17 2019 Sewer PERMIT CENTER H:\Applicalions\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh priqn i'-r� Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 ram) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 5 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation The 1uilding Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 .International Plumbing Code (current edition). 1 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 S'.1 ArE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO Signature: Print Name: David Kehle Mailing Address: 1916 Bonair Dr SW Dater 12/16/2019 Day Telephone: 206-433-8997 Seattle WA 98116 City State Zip H:\ApplicationsWornev-Applications On Line\2011 Applications\Plumbing Permit Applicali Revised: August 2011 bh 8-9-11.docx Page 2 of 2 0 From: Subject: Date: To: Cc: "Kevin Hayes" <kevinhayes@AubumMechanicaLcom> FW: [Fwd: PG19-0144 Correction Letter #1] - Shasta Drainage Thu, December 12, 2019 2:44 pm "dkehle@dkehlearch.com" <dkehle@dkehlearckcom> "Austin Hanks" <AustinHanks@AubumMechanical.com>,"Neil Johnson" <njohnson@shastabeverages.com> See the email string below Kevin Hayes Service Account Manager I Small Projects I Auburn Mechanical From: Neil Johnson <niohnsonPShastabeverages.com> Sent: Thursday, December 5, 2019 6:29 AM To: Kevin Hayes <kevinhavesPuburnMechanical.com> Cc: Josh Lee <JOShLee0AuburnMechanical.com>; Austin Hanks (AustinHanksPuburnMechanical.com> Subject: RE: [Fwd: PG19-0144 Correction Letter Al] - Shasta Drainage Kevin, I will investigate your questions with the city and see if the responses/plans below will suffice. Regards, Neil Johnson Corporate Project Engineer [cid:image001.pn 1D5AB4E.65330960] National BevPak A National Beverage Company 1165 Palmour Drive Gainesville, GA 30501 1': (770) 535 - 2214 x 4276 C: (470) 589 - 0132 Fax: (770) 535-6658 niohnsorPshastabeverages.commailto:njohnsonOshastabeveraRes.com> From: Kevin Hayes [mailto:kevinhayespAuburnMechanical.com] Sent: Thursday, December 5, 2019 9:09 AM To: Neil Johnson Cc: Josh Lee; Austin Hanks Subject: FW: [Fwd: PG19-0144 Correction Letter Al] Nei 1, - Shasta Drainage Please see the email string below. This should provide you with a lot of the info you need to respond to the City. Can you ask the City to clarify what they are looking for under phase 3, item 82 and 64 below? I have asked Austin to provide a revised scope of work on your phase 3 permit, I think the trench drain verbiage you put in there may have confused them as the trench drains are not part of phase 3. Other than those couple of things, I think most of the will send over the application once I have the revised hear back from you about the items mentioned above and sewer discharge. questions are answered. I scope, then we will wait to the County regarding the Let me know what you think and if there is anything else you need. Kevin Hayes Service Account Manager I Small Projects I Auburn Mechanical From: Austin Hanks (AustinHanksPAuburnMechanical.commailto:AustinHanksOuburnMechanical.com» Sent: Wednesday, December 4, 2019 12:04 PM To: Kevin Hayes <kevinhayes@Auburnmechanical.Com<mailto:kevinhaves0AuburnMechanical.com» Cc: Josh Lee <Josh(e0AuburnMechanical.com<mailto:JoshteePAuburnMechanical.com» Subject: RE: [Fwd: PG19-0144 Correction Letter Al] - Shasta Drainage Kevin - I put your comments (in red) in the context of the permit comments below. My responses are in blue. PG19-0143 SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 2 BUILDING - PG DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. CORRECTIONS REQUIRED 1. Need Structural engineering for any connection of piping, equipment to roof system. • Looking back at the drawings, the pipes are not supported from the roof. Most are in the ground. No structural required. 2. Provide list of required special inspections from structural engineer. ' See above. 1. Provide complete list of phasing of project. • Phase 1: Install trench drains for process equipment as shown on drawings. Reroute new drainage to sump pit. Pumped waste will route on/above the ground L,ORREVION :FR# 1 IIECEIVED CITY OF TLil(WtLA DeC_ 1 7 2019 PERMIT CENTER 0 114 3 0 0 in temporary piping to existing treatment pit (until next phase is complete). * The following is on the cover sheet: TRENCH DRAINS AROUND & A SUMP PIT AT NEW WARMER. TRENCH DRAIN THRU FILLER ROOM. SUMPS IN FILLER ROOM WITH ASSOCIATED PIPING. TEMPORARY PIPING FROM OIL SEPARATOR TO EXISTING WASTE WATER PIT. 1. INSTALL ii. 2. INSTALL 3. REPLACE 7 iv. 4. ROUTE * Phase 2: Install sump drains for process equipment. Install trench drains and sump drains for water tanks and some other process equipment (not covered in phase 1, see drawings). Provide a holding tank between sump pit and treatment skid. Provide process waste water treatment skid and route waste from building. Connection to sewer under separate permit (phase-3 work). Provide industrial cold water holding tank with pumped ICW system. * The following is on the cover sheet: TRENCH DRAINS FOR FILLER MACHINES. TRENCH DRAIN FOR CIP MACHINE. TRENCH DRAINS FOR NEW TANKS & VALVES. TRENCH DRAIN FOR AMMONIA CHILLER. TRENCH DRAIN FOR AMMONIA ROOM. DRAIN OUTSIDE CAN CRUSHER. PUMPS SYSTEM FOR OIL SEPARATOR. HOLDING TANK FOR EVOQUA SKID. PUMPS FOR HOLDING TANK WITH P0C TO EVOQUA SKID (PROVIDED BY OTHERS). EMERGENCY BYPASS VALVE (NORMALLY CLOSED). i. 1. INSTALL ii. 2. INSTALL 3. INSTALL iv 4. INSTALL v. 5. INSTALL vi. 6. INSTALL FLOOR vii. 7. INSTALL SUMP viii. 8. INSTALL ix. 9. INSTALL SUMP x. 10.PROVIDE * Phase 3: Connection from two building sewer discharges (4"W break/restrooms and 6" treatment skid) to city sewer lines. * The following is on the cover sheet: i. 1. PROVIDE 6" WASTE (360 DFU) CONNECTION TO CITY SEWER. PW - PG DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1. Verify in writing that King County Wastewater Division has been contacted and that sanitary sewer discharge from this system meets all of their requirements. * Attempting to contact the King County Wastewater Division. P619-0144 SHASTA BEVERAGES, INC - TRENCH DRAINS PH 3 BUILDING - PG DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. 1. Permit description is new trench drains. work description letter describes submittal for floor drains, sump drains, sump pump pit/oil water separator. plans show only a 4" and a 6" main drain on the exterior of building only. * The phase 3 drawings are just for the work outside the bui:Lding. It appears as though the permit application has the wrong scope of work. I will ask Neil to send me a copy of the application and I will see if I can help with the 0 description? OK. 2. Please clarify and cloud area of work, show existing and new work on plans. * Can you revise the PDF with the work area clouded? The scope of work is pretty clear on the drawings. Per comment 4 below, I think they want me to show all the phase-1 & 2 work on the phase 3 drawing. This will take a little time but isn't too hard. 1. Provide cut sheets and any other pertinent information associated work being done. * We think this one relates back to el. If the job description is correct, the only cut sheets would be for underground pipe. What are your thoughts? • Agree. The submittals are part of a separate permit. To be helpful, a reference submittal binder could be submitted with information from the other projeCts. 1. A general floor plan of whole Shasta plant with all equipment will not suffice for plans. They must show details and description of all relevant equipment, parts and lines. * Again, we think related to the permit application scope of work. No equipment in this phase. Your thoughts? I think they want me to show all the phase-1 & 2 work on the phase 3 drawing. This will take a little time but isn't too hard. 1. Provide description and plans for phases of project. * Can you prepare a response to this that describes the phasing and relates the other drawings somehow to show there are a total of three? I am not sure what response they are looking for here. Ves. PW - PG DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1. Apply for a Public Works permit based on plan sheet P1.01.5.1 showing an outside sanitary side sewer being installed. * I sent an application to Neil for this. OK. 2. Provide construction cost for installing the sanitary side sewer. • Josh is getting this cost for Neil. OK. 1. Verify in writing that King County Wastewater Division has been contacted and that sanitary sewer discharge from this site meets all of their requirements. • I saw your email. Have you received a response? Not yet. I followed up with another email to the King County Wastewater Division. I'll try to give them a call later today. Austin Hanks, PE - CPD / CPDT - LEED 6D+C - Cell: 206-402-2749 Sr Mech Engineer I Auburn Mechanical<https://nam04.safelinks.protection.outlook.comflurl=http%342F%2Fwww.auburnmechanical.com%2F&data.02%7C01%7Ckevinhaves%40AuburnMechanical.con I When Performance Counts From: Kevin Hayes <keVirhayeSPAUbUreMeChaeiCel.COM<MeiltO:keVirhayeSPAubUrnMeChaniCel.COM» Sent: Wednesday, December 4, 2019 6:11 AM To: Austin Hanks <AustinHanks0AuburnMechanical.com<mailto:AustinHanksPAuburnMechanical.com» Cc: Josh Lee (JoshLeePAuburnMechanical.commailto:JoshLeepuburnMechanical.com» Subject: RE: [Fwd: PG19-0144 Correction Letter 81] Austin, Josh and I looked through the correction letters and it looks like there is something for each of us to do. Here are our thoughts: Permit App PG19-0144 Duilding • The phase 3 drawings are just for the work outside the building. It appears as tough the permit application has the wrong scope of work. I will ask Neil to send me a copy of the application and I will see if I can help with the description? • Can you revise the PDF with the work area clouded? • We think this one relates back to #1. If the job description is correct, the only cut sheets would be for underground pipe. What are your thoughts? • Again, we think related to the permit application scope of work, No equipment in this phase. Your thoughts? • Can you prepare a response to this that describes the phasing and relates the other drawings somehow to show there are a total of three? I am not sure what response they are looking for here • PW * I sent an application to Neil for this • Josh is getting this cost for Neil. . I saw your email. Have you received a response? Thank you Austin, 1 appreciate all your help on this. Kevin Hayes Service Account Manager I Small Projects I Auburn Mechanical -----Original Message -- From: Neil Johnson <njohnson@shastabeverages.commailto:nlohnsonPshastabeverages.com» Sent: Monday, December 2, 2019 12:49 PM To: Kevin Hayes <kevinhavesPAuburnMechanical.commailto:kevinhayesOuburnMechanical.com» Cc: Austin Hanks <AustinHanksPAuburnMechanical.comcmailto:AustinHanks0AuburnMechanical.com» Subject: FW: [Fwd: PG19-0144 Correction Letter #1] Kevin, Attached is 1 of the 2 correction letters. This one is for the phase 3 permit. Per our discussion, please review and let me know what Auburn Mechanical can do to accommodate. Regards, Neil Johnson Corporate Project Engineer National BevPak A National. Beverage Company 1165 Palmour Drive Gainesville, GA 30501 P: (770) 535 - 2214 x 4276 C: (470) 589 - 0132 Fax: (770) 535-6658 niohnsonPshastabeverages.com<mailto:nlohnsongshastabeverages.com› -----Original Message ----- From: dkehlePdkehlearch,com<mailto:dkehlePdkehlearch.com> [mailto:dkehleOdkehlearch.com] Sent: Monday, November 25, 2019 7:46 PM To: Neil Johnson Subject: [Fwd: PG19-0144 Correction Letter 41] Neil, This is for trench drain phase 3. I think we discussed that Public Works may need to get involved in permiting the outside line. Now they do. Typcially this is done by a civil engineer. I have one that has worked in tukwila a lot, Barghausen Consulting, but you may want to ask PW if Auburn can do this drawing. Dave Original Message Subject: PG19-0144 Correction Letter 41 From; "Bill Rambo" aill.RambogiTukwilaWA.Bov(mailto:Bill.RamboirukwilaWA.Rov» Date: Mon, November 25, 2019 4:40 pm To; —dkehleWdkehlearch,com— <dkehleOdkehlearch.com<mailto:dkeh dkehlearch.com» ...... ------- ------- ............... ..... ------- David, Attached are copies of Correction Letter 41 and the Revision Submittal for your permit application PG19-0144. Hard copies are in the mail. Bill Rambo CONFIDENTIALITY WARNING: This email may contain PRIVILEGED or CONFIDENTIAL information and is for the sole use of the intended recipient(s). Any unauthorized use or disclosure of this communication is prohibited. If you believe that you have received this email in error, please notify the sender immediately and delete it from your system. CONFIDENTIALITY WARNING: This email may contain PRIVILEGED or CONFIDENTIAL information and is for the sole use of the intended recipient(s). Any unauthorized use or disclosure of this communication is prohibited. If you believe that you have received this email in error, please notify the sender immediately and delete it from your system. 0 From: "�no --�—v-- —v-- --v.g~- 0nhiect: Replacement Pretreatment System iS Approved Date: Fri, January 25,2019 7:35 ono TO: "Nick Heaton" <ohem1ongG.com> [c: "MikeWhitney" g8.conu> Good Morning Nick, I was looking through my emails and thought that I had responded to you about your replacement treatment system but I never did. I'm sorry about this. Upon receiving the attachments on your December 6, 2018's email that you provided for your pretreatment system replacement, I had our engineer review the system. Our engineer understood that the replacement system is a prepackaged system designed specifically for pH adjustment. Per the specs, the stated recommended through -put is 80 gpm which is equivalent to 115"200 gpd' According to the document, the system should be adequate for 80 gpm if it installed as recommended by the monufacturer. Your proposed replacement pretreatment system is approved. Sorry for the delay in responding to you. If you have any questions, please let me know. Lydia Eng King County Industrial Waste Pretreatment Program ph: 206-477-5433/fax: 200-263-3081 lydia.eng(@kinRcounty'gnv<mailto:lydia'eng(@kinRcounty'8ovv http://www.kinAcounty.Qov/industrialwaste ����� �������nm� ",~,,_ From: EnQ, Lydia VTR# Sent: Thursday, December 0, 2018 I:21 PM To: 'Nick Heaton' <nheaton(@shastabeverages.com» [c: Mike Whitney <mwhitnew(8shastabnverages.com> Subject: RE: Conference [all to Discuss Surcharge Billing - December 8, 2018 Hi Nick, P (7 11%- OVi 3 _ nECEIVED CITY OF WKWILA bj� 17 2019 Thank you for the attachments of your new pretreatment system, and for our conference call. Arnaud will send you the information mentioned during the call. I will forward the attachments to our engineer for review and if there are any questions, I will contact you. If you have any questions, please let me know. Thank you. Lydia Eng King County Industrial Waste Pretreatment Program ph: 286-477'5433/fax: 206-263-3801 lydia.eng(@kinAcmunty.gov<mail1n:lydia,eng(@kinAcounty.gov> httn://www.kingcnvnty'gov/indlustrialwaste From: Nick Heaton <nheatunoshastabeverages,com<mailto:nheatonoshastabeverages.cnmx> Sent: Thursday, December 6, 2018 12:35 PM To: Eng, Lydia <Lydia'Eng@kinAcounty.Rpv<mailto:Lydia'Eng(@kinAcounty.gov>> [c: Mike Whitney xmwhitney(@shastabeverages.comvmaiIto:mwhitneNQshastabeveraRes'com>> Subject: RE: Conference [all to Discuss Surcharge Billing ' December 6, 2018 Lydia: Please see attached. " We are purchasing the NSP-2000 system (the drawings are for the 1088 system, but the only significant difference is the tank capacity & pump HP)' Please let me know if you need any more specifications. Cheers 0 Nick Heaton Shasta Plant Manager 1227 Andover Park E Tukwila WA 98188 From: Eng, Lydia [mailto:Lydia.Engphingcounty,gov] Sent: Wednesday, December 05, 2018 1:24 PM To: Nick Heaton Subject: Conference [all to Discuss Surcharge Billing - December b, 2018 Hi Nick, We will call you tomorrow, Thursday, December 5, 2018^ at 12:00 to discuss about Shasta Beverages' surcharge billing. Thank you for taking time out for the conference call. Take care. Lydia EnQ King County Industrial Waste Pretreatment Program ph: 208-477-5433/fon: 288-263-3001 lydia'eng0kingcounty,gov<mailtn:lydia.eng(@kinKcounty'epv> http://www,kingcounty'qnv/industrialwaste CONFIDENTIALITY WARNING: This email may contain PRIVILEGED or CONFIDENTIAL information and is for the sole use of the intended recipient(s). Any unauthorized use or disclosure of this communication is prohibited. If you believe that you have received this email in error, please notify the sender immediately and delete it from your system. ** Attachments: ' untitled-Q.1-21 Size: ]8k Tvnc:text/b1od Size: ]Ulk Type: application/pdf lofo:EP-N8P-DS.pDF Evoqua NSP-1000.pdf Size: 784k Type: ' Info: lUO8nJf - City of Tukwila Allan Ekberg, Mayor Department of Community Development November 25, 2019 DAVID KEHLE 1916 BONAIR DR SW SEA ITLE, WA 98116 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG19-0143 SHASTA BEVERAGE, INC - TRENCH DRAINS PHASE 2- 1227 ANDOVER PARK E Dear DAVID KEHLE, Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development 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 following departments: BUILDING - PG DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. CORRECTIONS REQUIRED 1. Need Structural engineering for any connection of piping, equipment to roof system. 2. Provide list of required special inspections from structural engineer. 3. Provide complete list of phasing of project. PW - PG DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • Verify in writing that King County Wastewater Division has been contacted and that sanitary sewer discharge from this system meets all of their requirements. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, 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. Sincerely, 'r---&ap R012 Bill Rambo Permit Technician File No. PG19-0143 6300 Southcenter Boulevard Suite #100 • Tukwila Washinvton 98188 • Phone 206-431-3670 • Fax 206-431-3665 david kehle architect September 9, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Mr. Jerry Hight RE: Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement Trench Drains and waste water phase 2 Dear Mr. Hight, As the Design Professional In Responsible Charge, I have reviewed the attached permit submittal, and drawings interior floor drains and sump drains, sump pump pit/oil water separator per Auburn Mechanical drawings for Phase 2 of the waste water system. There is no change to exterior lighting or building envelope. I believe these are adequate for permit submission and initial review. Please accept for permit review. David Kehle REOEIVED CITY OF TUKWILA 01:1 0 1 2019 PERMIT CENTER G (>4.1 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com °PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0143 DATE: 5/27/20 PROJECT NAME: SHASTA BEVERAGES TRENCH DRAINS PH 2 SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division \16 fONG Public Works Fire Prevention Structural LI E Planning Division Permit Coordinator is PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 5/28/20 Structural Review Required REVIEWER'S INITIALS: DATE: 1-1 APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 7/23/20 Approved with Conditions Fire Fees Apply Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire El Ping 0 PW 0 Staff Initials: 12/18/2013 t;ERMIT COORD COPY0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0143 DATE: 03/10/2020 PROJECT NAME: SHASTA BEVERAGESONC - TRENCH DRAINS PHASE II SITE ADDRESS: 12_27 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 2 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: uilding Division cPL Wor s Fire Prevention Structural Planning Division Permit Coordinator ip PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 03/12/2020 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 04A31202o Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: )"'" Departments issued corrections: Bldg 0 Fire 0 Ping D PW Staff Initi 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0143 DATE: 12/17/19 PROJECT NAME: SHASTA BEVERAGES, INC - TRENCH DRAINS SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ToLL Cori Building Division II C0 —3"9" Public Works Fire Prevention Structural Planning Division Permit Coordinator 12/19/19 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: Structural Review Required REVIEWER'S TIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 01/16/20 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bld Fire 0 Ping D PW r Staff Initials: I2/18/2013 P• INI!T C PON 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0143 DATE: I 0/01/2019 PROJECT NAME: SHASTA BEVERAGE, INC -TRENCH DRAINS SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: CAxf \o- in° Building Division Cfitif— Public Works Fire Prevention Structural Planning Division Permit Coordinator u PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S TIALS: DATE: 10/01/19 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 10/29/2019 E Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fi Ping D PW Staff 12/18/2013 4 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan ChecklPermit Number: PG19-0143 ❑ Response to Incomplete Letter # Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA, MAY 27 2020 i-'ti MF CENTER Project Name: Shasta Beverages, Inc — Trench Drains Ph 2 Project Address: 1227 Andover Park E Contact Person: ' i� ���i Phone Number: Summary of Revision: IRV. *VW M Wl gait' "j le DIPOKILCIS 4 hit' WOO )w UWtr2_- Sheet Number(s): Van 1 k Aj6 &'M ( e 4(bl (. `z is i) "Cloud" or highlight all areas of revision including date of revision (� Received at the City of Tukwila Permit Center by: O c Oyv'_ Entered in TRAKiT on 5 _>O C:\Users\bill-r\DesktopUtevision Submittal ronn.doc City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PG19-0143 11] Response to Incomplete Letter # Response to Correction Letter # 2 11 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner 0 Deferred Submittal # Project Name: Shasta Beverages, Inc. — Trench Drains Phase II Project Address: 1227 Andover Park E Contact Person: L!X VAstite Phone Number: "leCCO-44°A •5134' Summary of Revision: 1.Lerel4 t*i we geliacoli4c4 t1ge0401.- bey 6064ilefee-.44 eingiturta_. woopkwavit Lbw Nolitwel1144 ty Woe neri-tipstec, Se, Moues '• ONittubatee-- CITY oF TuKWILA PERMIT CENTER Sheet Number(s): 1 "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: ES —Entered in TRAKiT on revisio CAUsers lbill-rDesIctop \Revision Submittal Form.doc Revised: August 2015 c> o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date:4[111 ❑ Response to Incomplete Letter # Plan Check/Permit Number: • Response to Correction Letter # 1 PG19-0143 ❑ Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWIL . DEC 1 7 2019 PERMIT CENTER Project Name: Shasta Beverages, Inc — Trench Drains Project Address: 1227 &fVv6 And Park E Contact Person ab Phone Number: IOU' 433 "27ei- r7 Summary of Revision: 1. Oee &IMO< k3Cr802. past Vu.o‘,12 6tAf, I,a -v,- vek L. 'Z1. get 6eM,M,e - Mcfst i uek) 1 a u — 3. On ►amr-do - £V�Pae Vt — oz coct�.st~ EI46vLh ou tv,atoe6,e ,diJrtzw Sheet Number(s): O b Uitt44 eirtlaL I.6I ' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on /2 / 7//5 C:\Users\bill-r\Desktop\Revision Submittal Form.doc 6/4/2020 LAKERIDGE PLUMBING & MECH IN L&I regional offices are closed to public visits until further notice. Offices can still help you by phone from 8 a.m. to 5 p.m. weekdays (except state holidays). Use the phone number for your closest regional office (ht_lps://lnima.gov/agency/contact/#office-locations), or you can call the Office of Information and Assistance at 360-902-5800. Labor & Industries (ttila;z40). LAKERIDGE PLUMBING & MECH INC Owner or tradesperson Principals GLENNON, ANNE K GLENNON, JOHN P, PRESIDENT Doing business as LAKERIDGE PLUMBING & MECH INC WA UBI No. 601 349 575 13508 NE 124TH ST KIRKLAND, WA 98034 425-827-9262 KING County Business type Corporation Governing persons JOHN PAUL GLENNON MICHAEL JAMES SULLIVAN; License Verify the contractor's active registration / I cense / certification (depending on trade) and any past violations. Active Meets current requirements. Construction Contractor License specialties GENERAL License no. LAKERPM099RK Effective — expiration 12/12/1991— 05/25/2022 Bond CBIC Bond account no. SC7509 $12,000.00 Received by L&I Effective date 04/30/2002 05/25/2002 Expiration date Until Canceled Insurance Union Insurance Company $1,000,000.00 Policy no. CPA6035400 Received by L&I Effective date 04/09/2020 05/25/2019 Expiration date 05/25/2021 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. https://secureini.wa.doviverifv/DetaiLasox?UB1=601349575&I IC=I AKFRPM119ARKR.RAw. PI GENERAL NOTES ABBREVIATIONS SYMBOLS GENERAL NOTES 1. REFERENCE TO RELATED WORK: "REF" INDICATIONS DENOTE WORK COVERED ELSEWHERE (ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL, LANDSCAPE, OR KITCHEN), OR ITEM BASED ON A SPECIFIC MANUFACTURER'S DIMENSIONS (VERIFY). 2. ELECTRICAL CHARACTERISTICS: REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL CHARACTERISTICS (VOLTAGES, ETC. OF MECHANICAL EQUIPMENT, UNLESS OTHERWISE INDICATED. 3. CODES: COMPLETE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE PER THE APPLICABLE BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE, AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL AHJ. 4. PREPARE AND SUBMIT FOR REVIEW A SHOP DRAWING BASED ON FINAL STRUCTURAL SHOP DRAWINGS FOR LOCATING AND ROUTING ALL EQUIPMENT, PIPING, ETC. A. COORDINATE FLOOR AND BEAM PENETRATIONS WITH STRUCTURAL. B. COORDINATE FINAL LOCATION AND ROUTING WITH CEILING, LIGHTS, WALLS, FIRE SPRINKLER PIPING, AND OTHER TRADES WORK. C. INCLUDE ADDITIONAL OFFSETS, ELBOWS, ROUTING, EQUIVALENT DUCT SIZING EXCHANGE, RELOCATING, ETC. AS REQUIRED FOR A COMPLETE OPERATING MECHANICAL SYSTEM. D. PROVIDE SHOP DRAWINGS AT NO ADDITIONAL COST TO THE OWNER. 5. PLUMBING CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF ALL PLUMBING EQUIPMENT WITHIN THE STRUCTURE. 6. ACCESS DOORS: COORDINATE WITH ARCHITECT AND LOCATE ALL ACCESS DOORS ON SHOP DRAWINGS PRIOR TO BEGINNING OF CONSTRUCTION. ACCESS DOORS IN FIRE RATED STRUCTURE SHALL BE FIRE RATED. VERIFY ACCESS DOOR LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO BIDDING. 7. ROOF PENETRATIONS: SEE ARCHITECTURAL DRAWINGS FOR ROOF CAP, ROOF CURB, ROOF DRAIN, AND VTR DETAILS. 8. EXPOSED PIPING: PROVIDE CHROME PLATING FOR EXPOSED PIPING IN FINISHED ROOMS. 9. PENETRATIONS: PROVIDE ESCUTCHEON PLATES FOR EXPOSED PIPING PENETRATIONS AND SHEET METAL FLASHING FOR EXPOSED DUCTWORK PENETRATIONS. 10. SHAFT AND PLENUM CONNECTIONS: SEAL CONNECTIONS TO AIR SHAFTS AIRTIGHT. PROVIDE AIRTIGHT SEAL AROUND PENETRATIONS IN AIR PLENUMS. 11. LIGHT FIXTURE CLEARANCE: COORDINATE LOCATIONS OF MECHANICAL WORK TO PROVIDE CLEARANCES OVER LIGHTING FIXTURES FOR REMOVAL AND REPLACEMENT. 12. CABLE TRAYS: PIPING INSTALLED ADJACENT TO ELECTRICAL CABLE TRAYS SHALL ALLOW MINIMUM ACCESS OF 6" ABOVE AND TO THE SIDE OF CABLE TRAYS. 13. MOTORS: COMPLY WITH ENERGY CODE ENFORCED BY AHJ FOR MINIMUM EFFICIENCIES UNDER FULL LOAD. 14. ACCESS CLEARANCES FOR MAINTENANCE AND REPLACEMENT: VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. COORDINATE LOCATIONS OF MECHANICAL WORK AND WORK OF OTHER TRADES TO PROVIDE ACCESS CLEARANCES FOR SERVICE AND MAINTENANCE. COORDINATION REQUIREMENTS 1. IRRIGATION: COORDINATE WITH IRRIGATION CONTRACTOR FOR THEIR WATER SUPPLY REQUIREMENTS AND LOCATIONS. 2. GAS: CONTRACTOR/GAS COMPANY SHALL FINALIZE GAS METER AND GAS SERVICE LOCATIONS. 3. UTILITIES: COORDINATE WITH SITE UTILITY CONTRACTOR AND CIVIL DRAWINGS FOR UTILITY CONNECTIONS AND EXTENSIONS. 4. ROOF DRAINAGE: COORDINATE WITH GENERAL CONTRACTOR FOR ROOF DRAIN AND OVERFLOWS, SCUPPER DRAINS, AND CONDENSATE DRAINS. 5. PLUMBING FIXTURES: COORDINATE WITH ARCHITECTURAL AND OTHER TRADES EXACT LOCATION OF ALL PLUMBING FIXTURES. 6. PIPING: COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT THE SITE PRIOR AND DURING THE CONSTRUCTION. 7. ADJUSTMENTS: ALL EQUIPMENT, MOTORS, FANS GAS BURNERS, IGNITION DEVICES, DRIVES, ETC. SHALL BE ADJUSTED AND BALANCED TO OPERATE AT SPECIFIED RATINGS AS REQUIRED FOR THIS PROJECT SITE AND ACCOUNTING FOR ELEVATION ABOVE SEA LEVEL. 8. APPROVALS: MECHANICAL AND PLUMBING EQUIPMENT SHALL BE APPROVED FOR INSTALLATION IN THE PROJECT LOCATION AND SHALL HAVE ALL CERTIFICATIONS AND RATINGS TO MEET ALL ENERGY, POLLUTION, ENVIRONMENTAL, SEISMIC, ETC. CODES AND REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH HIS MANUFACTURE SUPPLIERS AND SHALL INCLUDE ALL COSTS REQUIRED TO MEET THESE REQUIREMENTS IN HIS BID. 9. FIRE PROTECTION: CONTRACTOR SHALL PROVIDE A FULLY DESIGNED FIRE PROTECTION SPRINKLER SYSTEM IN COMPLIANCE WITH NFPA AND LOCAL CODES. PROVIDE DESIGN, PERMITS, MATERIALS, INSTALLATION, TESTING AND ALL OTHER FOR A FULLY OPERATIONAL SYSTEM. LOCATION OF ALL PIPING TO BE COORDINATED WITH OTHER TRADES. PLUMBING NOTES 1. CONNECTIONS: PROVIDE PLUMBING FIXTURE CONNECTIONS TO BUILDING WASTE, VENT, COLD WATER, AND HOT WATER SYSTEM IN ACCORDANCE WITH DRAWINGS, MANUFACTURER'S RECOMMENDATIONS, AND LOCAL CODES. CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNIONS, ETC. AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. REFER TO PLUMBING FIXTURE CONNECTION SCHEDULE ON PLANS. 2. HOT AND COLD: WATER PIPING CONNECTION TO EACH FIXTURE SHALL BE COLD WATER ON THE RIGHT HAND SIDE AND HOT WATER ON THE LEFT HAND SIDE. 3. HOT WATER: NON -CIRCULATING HOT WATER PIPE SHALL NOT EXCEED 10' UNLESS OTHERWISE SHOWN ON DRAWINGS. 4. VENT STACKS: COORDINATE VENT STACK WITH HVAC EQUIPMENT TO MAINTAIN MINIMUM 10' CLEARANCE FROM OUTSIDE AIR INTAKES. 5. CLEANOUTS: PROVIDE CLEANOUTS PER CURRENT UPC AND AS REQUIRED BY LOCAL JURISDICTIONS. CLEANOUTS SHALL BE LOCATED IN WALLS/FLOORS WHERE THEY ARE NOT HIGHLY VISIBLE. FLOOR CLEANOUTS IN CARPETED AREAS TO BE FITTED WITH CARPET INSERTS. LOCATIONS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL. NOTE: NOT ALL CLEANOUTS ARE SHOWN ON THE PLUMBING DRAWINGS. 6. SUDS RELIEF: PROVIDE SUDS RELIEF IN ACCORDANCE WITH CURRENT CPC. 7. SHUT -OFFS: PROVIDE 1/4 TURN BALL VALVE ANGLE STOP SHUT-OFF VALVES AND BRAIDED STAINLESS STEEL FLEX CONNECTORS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE. EXCEPTION: PROVIDE SCREWDRIVER STOPS AT BATH/SHOWERS. 8. TUB SPOUTS SHALL BE THREADED (NO PUSH -ON FITTINGS). 9. TRAP ARMS: PROVIDE TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED CODE REQUIREMENTS. 10. ADA INSULATION: AT PLUMBING PIPING EXPOSED UNDER LAVATORIES, INSULATE THE EXPOSED PIPING AND TRAPS WITH PRODUCT SPECIFICALLY DESIGNED FOR THIS APPLICATION MEETING ADA REQUIREMENTS. PROVIDE HANDI-LAV GUARD OR EQUIVALENT. OFFSET P-TRAPS TO CLEAR WHEELCHAIR ACCESS. 11. GAS EQUIPMENT: GAS EQUIPMENT SHALL BE INSTALLED PER EQUIPMENT LISTINGS, LOCAL CODES, AND NFPA. 12. GAS CONNECTIONS: INSTALL FLEXIBLE QUICK DISCONNECT ASSEMBLIES FOR ALL GAS FIRED KITCHEN EQUIPMENT PER LOCAL JURISDICTIONS. 13. WATER HAMMER ARRESTERS: PROVIDE AT THE END OF HOT AND COLD WATER LINES SERVING TWO OR MORE FIXTURES; SIZE IN ACCORDANCE WITH PLUMBING AND DRAINAGE INSTITUTE (POI) REQUIREMENTS. WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES, SUCH AS LAUNDRY WASHERS, FLUSH VALVES (PUBLIC TOILETS), ETC. 14. TRAP PRIMERS: PROVIDE TRAP PRIMERS AND PIPING FOR DRAINS AND FLOOR SINKS. ARRANGE PIPING TO ACHIEVE EQUAL FLOW TO EACH DRAIN AND FLOOR SINK FOR TRAP PRIMERS SERVING MULTIPLE DRAINS AND FLOOR SINKS. 15. P-TRAPS: ALL EXPOSED P-TRAPS SHALL BE CHROME -PLATED BRASS. 16. PROVIDE BALL VALVES. GATE VALVES SHALL NO BE USED. NO EXCEPTIONS. SLEEVE 17. HOT WATER RECIRCULATING BALANCING VALVE VALVES TO BE BELL & GOSSET CIRCUIT SETTER (OR WATTS EQUIVALENT) WITH INTEGRAL READOUT PORTS, ADJUSTMENT KNOB, DRAIN CONNECTION, AND POSITIVE SHUTOFF. 18. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR FLANGES AT PIPING CONNECTIONS TO EQUIPMENT, COILS, TRAPS, CONTROL VALVES, AND OTHER COMPONENTS TO ALLOW DISASSEMBLY FOR MAINTENANCE. 19. REDUCERS: PROVIDE AS REQUIRED FROM LINE PIPE SIZE TO EQUIPMENT, TRAP, COIL, AND CONTROL VALVE CONNECTION SIZES. 20. OFFSETS: PROVIDE FOR BRANCH LINES TO EQUIPMENT. 21. DIELECTRIC UNIONS: PROVIDE AT CONNECTIONS OF DISSIMILAR PIPE. 22. REFRIGERANT PIPING: PROVIDE SIZING & INSTALLATION IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 23. CONDENSATE DRAIN: PROVIDE A P-TRAP FOR EACH HVAC UNIT CONDENSATE PAN WITH PLUG TEES FOR CLEANING. CONDENSATE DRAINS SHALL BE DISCHARGED TO AN INDIRECT WASTE OR OUTSIDE. INSULATION/LINING NOTES 1. ENERGY CODE: AS A MINIMUM, COMPLY WITH THICKNESSES AND TYPES LISTED IN ENERGY CODE ENFORCED BY AHJ. APPLICABLE CODES THESE DRAWINGS ARE BASED ON THE FOLLOWING CODES: - 2015 INTERNATIONAL BUILDING CODE (IBC) - 2015 INTERNATIONAL MECHANICAL CODE (IMC) - 2015 UNIFORM PLUMBING CODE (UPC) - 2017 NATIONAL ELECTRICAL CODE (NEC) - 2015 INTERNATIONAL FUEL GAS CODE (IFGC) - 2015 WASHINGTON STATE ENERGY CODE (INSET) WSEC NOTES 1. PER TABLE 14-6 WSEC, ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED AS FOLLOWS: A. RUNOUTS UP TO 2 (NOT TO EXCEED 12' LENGTH): 1/2" THICKNESS. B. PIPE DIAMETERS 1" AND LESS: 1" THICKNESS. C. PIPE DIAMETERS 1" TO 2": 1" THICKNESS. D. PIPE DIAMETERS 2" TO 6" AND LARGER: 1-1/2" THICKNESS. 2. PROVIDE MIN. R-10 INSULATION UNDER ELECTRIC WATER HEATER TANKS ON CONCRETE FLOORS. ACU AFF AHJ BHP BOH BTU CAP CC CD CFF CFM CI CO COMB CON CON TR COTG CW DB DIM DN DS EFF ELEC EWC EXT FCC) FCU FD FLR FP M FPS FS GAL GPG GPM GWB HB HD HEDV HORIZ HP HPCW HVAC HW HWC HX ID IE IN KS KW LAV LB MBH MECH MCA MOCP MPG M TD OD OPNG PD POC PR PS PSI PW RD REF PRBP RPM SCH SCW SD SF SH SO SP SR SS SQ TYP UH UON V VTR W WC WCO WH WM AIR CONDITIONING UNIT ABOVE FINISHED FLOOR AUTHORITY HAVING JURISDICTION BRAKE HORSEPOWER BACK OF HOUSE BRITISH THERMAL UNIT PER HOUR COMMON CAPACITY COOLING COIL CONDENSATE DRAIN CAPPED FOR FUTURE CUBIC FEET PER MINUTE CAST IRON CLEANOUTS COMBUSTION CONTINUE, CONTROL CONTRACTOR CLEANOUTS TO GRADE COLD WATER DIAMETER DRY BULB, DECIBEL DIMENSION DOWN DOWN SPOUT EFFICIENCY ELECTRIC ELECTRIC WATER COOLER EXTERIOR, EXTERNAL FAHRENHEIT FLOOR CLEANOUTS FAN COIL UNIT FLOOR DRAIN FLOOR FEET PER MINUTE FEET PER SECOND FLOOR SINK GAS GALLONS GRAINS PER GALLON GALLONS PER MINUTE GYPSUM WALLBOARD HOSE BIBB HEAD HOSE END DRAIN VALVE HORIZONTAL HORSEPOWER HIGH PRESSURE COLD WATER HEATING, VENTILATING, AND AIR CONDITIONING HOT WATER HOT WATER RE -CIRCULATION HEAT EXCHANGER INDIRECT DRAIN, INSIDE DIAMETER INVERT ELEVATION INCH KITCHEN SINK KILOWATT LONG, LENGTH LAVATORY POUND THOUSAND BTU PER HOUR MECHANICAL MIN. CIRCUIT AMP ACITY MAX. OVER CURRENT PROTECTION MEDIUM PRESSURE GAS MOUNTED OUTSIDE DIMENSION/DIAMETER OVERFLOW DRAIN/DECK DRAIN OPENING PUMP PRESSURE DROP, PUMPED DRAIN POINT OF CONNECTION PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE PUMPED STORM DRAINAGE POUNDS PER SQUARE INCH GAUGE PUMPED SANITARY WASTE ROOF DRAIN REFERENCE REDUCED PRESSURE BACKFLOW PREVEN TER REVOLUTIONS PER MINUTE SCHEDULE SOFTENED COLD WATER STORM DRAIN SQUARE FOOT SHOWER STORM OVERFLOW STATIC PRESSURE SUDS RELIEF STAINLESS STEEL, SANITARY SEWER SQUARE TYPICAL UNIT HEATER UNLESS OTHERWISE NOTED VENT VENT THRU ROOF WASTE, WATT, WIDE WATER CLOSET WALL CLEANOUTS WALL HYDRANT WASHING MACHINE EF_1 -1/4 SS PW RL OL CD - - 140 - GENERAL ARCHITECTURAL BACKGROUND (THIN LINE) NEW MECHANICAL WORK (HEAVY LINE) MATCHLINE OR PROPERTY LINE SECTION IDENTIFICATION (DETAIL SIMILAR) INDICATES DIRECTION OF CUTTING PLANE LETTER INDICATES SECTION (NO. INDICATES DETAIL) SHEET NUMBER WHERE SECTION IS DRAWN SHEET NUMBER WHERE SECTION IS TAKEN EQUIPMENT TYPICAL EQUIPMENT DESIGNATION (EXHAUST FAN SHOWN) PIPING SANITARY SEWER (SS) PUMPED WASTE VENT (V) RAIN LEADER OVERFLOW RAIN LEADER CONDENSATE DRAIN 7 PIPE CAP Q PIPE PLUG UNION FLANGE yl WYE STRAINER N 1 A PS 00c ID COLD WATER (CW) E___.. HOT WATER, POTABLE, 1207 HOT WATER, POTABLE, TEMPERATURE - HOSE B. OTHER THAN 120E HOT WATER CIRCULATING (HWC), POTABLE, 120E - - - - - 140 - HOT WATER CIRCULATING, POTABLE, TEMPERATURE OTHER THAN 120F FUEL OIL FILL WYE STRAINER WITH CAPPED HOSE END SLOWDOWN VALVE BALL VALVE CHECK VALVE BALANCING OR PLUG VALVE BUTTERFLY VALVE PRESSURE REDUCING VALVE (PRV) AUTOMATIC CONTROL VALVE, 2-WAY AUTOMATIC CONTROL VALVE, 3-WAY RELIEF VALVE FOF FOS FOR FOV RV FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL VENT RELIEF VENT NATURAL GAS IRRIGATION 9 tP/T BALANCING/MEASURING VALVE FLEXIBLE CONNECTION IN PIPING PIPE ANCHOR PIPE ALIGNMENT GUIDE PIPE SUPPORT VALVE STATION OR ASSEMBLY INDIRECT DRAIN, PIPE TO DRAIN FLOOR DRAIN BREAK IN PIPING OR DUCTWORK PUMP PRESSURE GAUGE THERMOMETER PRESSURE/TEMPERATURE TEST PORT D4\ \DQ REDUCED PRESSURE RACKFLOW RPBP D4\I\D4 DCVA PREVENTER DOUBLE CHECK VALVE ASSEMBLY DRAWINGS ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. CONTRACTOR SUBSTITUTIONS & REVISIONS CONTRACTOR SUBSTITUTIONS & REVISIONS: PLEASE SUBMIT PROPOSALS FOR SUBSTITUTIONS OR REVISIONS FOR REVIEW AND APPROVAL PRIOR TO ORDERING MATERIAL OR DOING WORK. FOR EQUIPMENT THAT IS SCHEDULED BY MANUFACTURER'S NAME AND CATALOG DESIGNATIONS THE A PUBLISHED MANUFACTURER'S S PU SHE DATA AND/OR SPECIFICATION FOR THAT ITEM ARE CONSIDERED PART OF SPECIFICATION. ENGINEERING COSTS FOR REVISING MEP PLANS SHALL BE ADDRESSED IN THE COST ANALYSIS OF THE SUBSTITUTION PROPOSAL. CONTRACTOR TO COORDINATE WITH ENGINEER AND DETERMINE ASSOCIATED DESIGN AND PERMITTING COSTS. CONTRACTOR SHALL BE RESPONSIBLE FOR OTHER COSTS ASSOCIATED WITH UNFORESEEN ISSUES RESULTING FROM SUBSTITUTIONS OR REVISIONS. DRAWING INDEX PIPE MATERIALS ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 1. UNDERGROUND SERVICE ENTRANCE PIPING: OPPR, TYPE K. PLASTIC WRAP UNDERGROUND WATER SUPPLY PIPING TO PREVENT CORROSION 2. ABOVEGROUND WATER DISTRIBUTION PIPING: COPPER, TYPE L 3. UNDERGROUND WASTE AND VENT PIPING: SOLID CORE PVC DWV, SCH. 40. 4. ABOVEGROUND WASTE AND VENT PIPING: SOLID CORE PVC DWV SCH. 40. 5. FO PVRCSCH MAIN40 &RESSURE RAPRESSURIZED TEDWASTE: SOLID CORE UNDERGROUND STORM PPING: CAST IRON OR SOLID CORE PVC DWV, CH. 40 7. ABOVEGRO DCOREUNDPVC SCTORMH40 PIPING: CAST IRON OR SOLI DWG DESCRIPTION INCLUDED IN SET �o W N a2 P0.00 LEGEND, GENERAL NOTES AND DRAWING INDEX X P0.01 SCHEDULES X P0.02 PIPE SUPPORT -FOR REFERENCE ONLY X P1.01.131 SE WAREHOUSE PLUMBING PLAN X P1.01.C1 SW WAREHOUSE PLUMBING PLAN X P1.01.01 NW WAREHOUSE PLUMBING PLAN X PCi 9-0143 CORRECTION LTR##._ -. Z RECEIVED CITY OF TUKWILA MAR 10 2020 PERMIT CENTER PG19-o Pi 3 IJ1 L J W W V Q gT \W Nice W euJ m V) W w W wad (1) V aC 0 P E = Qgs (J) fa..O v5E 3 Y 11111111111111111; ❑ REVIEWED FOf CODE COMPLIAN APPROVED JUN 03 2020 City of Tukwila ILDING DIVISI SiI a a z 0 0 GENERAL NOTES CARBON TOWER VERIFY MINIMUM 25 PSI AVAILABLE AFTER BACKWASH I NG. ISOLATION VALVE (TYP 2). VERIFY IF EXISTING. 4" DCW FILL THROUGH AIR GAP. PROVIDE AIR GAP ABOVE ELEVATION OF OVERFLOW DRAIN. 10,000 GALLON NORWESCO TANK WITH CONE BOTTOM AND SUPPORT STAND. 6"ICW ISOLATION VALVE (TYP) STRAINER P-1 & P-2 CHECK VALVE CARBON TOWER PROVIDED BY SHASTA (TYP 2) 6' W OVERFLOW WITH AIRGAP 6" SPD CARBON TOWER 2"WTO DRAIN WATER RECLAIM SYSTEM SCALE: 1/8" = 1'-0" PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION LOCATION CONNECTION SIZE SANITARY SUPPLY FIXTURE UNITS DIRECT INDIRECT GREASE OIL DCW DHW LPNG DFU WSFU FLOWRATE BASIS OF DESIGN NOTES TD-1 SPD-1 TRENCH DRAIN SUMP DRAIN PER PLAN PER PLAN STANDARD PARK- OCFI (OWNER FURNISHED/CONTRACTOR INSTALLED) EXISTING FD-1 FLOOR DRAIN PER PLAN EXISTING PUMP SCHEDULE TAG LOCATION SERVICE TYPE DESIGN FLOW GPM DESIGN HEAD (FT) MOTOR HP ELECTRICAL CONNECTION WEIGHT BASIS OF DESIGN NOTES SP-01 DRAIN SUMP PIT TO HOLDING TANK SUBMERSIBLE 350 20 5.5 CONFIRM WITH ELECTRICAL 327 GRUNDFOS SL 1.3.A40.55.EX.4.61R.0 SP-02 DRAIN SUMP PIT TO HOLDING TANK SUBMERSIBLE 350 20 5.5 CONFIRM WITH ELECTRICAL 327 GRUNDFOS SL 1.3.A40.55. EX.4.61R.0 SP-03 HOLDING TANK TO EVOQUA SKID SUBMERSIBLE 165 30 3 CONFIRM WITH ELECTRICAL 151 GRUNDFOS SL 1.20.A25.30.2.61R.0 SP-04 P-01 HOLDING TANK HOLDING TANK TO EVOQUA SKID WARMERS SUBMERSIBLE INLINE-FLOOR MOUNTED 165 500 30 0 3 7.5 CONFIRM WITH ELECTRICAL CONFIRM WITH ELECTRICAL 151 235 GRUNDFOS SL 1.20.A25.30.2.61R.0 GRUNDFUS 40707 LCS P-02 HOLDING TANK WARMERS INLINE-FLOOR MOUNTED 500 40 7.5 CONFIRM WITH ELECTRICAL 235 GRUNDFUS 40707 LCS 1,2,3,4,5,6,7,10 1,2,3,4,5,6,7,10 1,2,3,5,6,10 1,2,3,5,6,10 1,8,9 1,8,9 NOTES: (1) ELECTRICAL CONTRACTOR TO PROVIDE MOTOR STARTER AND DISCONNECT. (2) PROVIDE WITH LASER SUMP LEVEL DETECTION (3) LEAD/LAG PUMPS (4) PROVIDE CONTROLLER TO STAGE PUMPS AS (1) LEAD/LAG, (2) BOTH, AND ALARM. (SEE PHASE II) (5) PUMP PROVIDED FOR REDUNDANCY. PROVIDE LEAD/LAG CONTROLLER WITH ALARM. (SEE 1/P0.00) (6) PUMPING LIQUID WITH ACIDITY OF 3 PH, TYPICALLY 4 PH. (7) EXISTING -INSTALLED DURING PHASE-1 WORK (8) PROVIDE WITH VFD FOR BALANCING (9) PROVIDE WITH MANUAL CONTROLS (10) OR EQUAL SELECTION HOLDING TANK @ EVOQUA SKID LEVEL SENSOR ELEVATION SCHEDULE ITEM DIM SUMP COVER 120" INLET PIPE IE AT SUMP WALL 110" HIGH WATER ALARM 108" LAG PUMP ON 42" LEAD PUMP ON 30" PUMPS OFF 15" SUMP FLOOR 0" POWER WIRING CONDUIT (REF) VENT PIPING TO OUTSIDE THE BUILDING TRAFFIC RATED ACCESS HATCH HOLDING TANK DIMENSIONS ARE HEIGHTS ABOVE SUMP FLOOR 1 AT EVOQUA SKID SCALE: 1/8" = 1'-0" POWER SUPPLY ELEC AND CONTROL PANEL PUMPED WASTE SEE RISER DIAGRAM ON SHEET P410 FOR PIPING CONTINUATION ,/CONTROL WIRING CONDUIT . CONTROL JUNCTION BOX SUMP COVER, GAS -TIGHT BOLTED CONN TO SUMP PUMP RAILS LEVEL SENSOR (TYP) HIGH WATER ALARM LAG PUMP ON LEAD PUMP ON PUMPS OFF SUMP FLOOR PUMP INLET 6" ABOVE SUMP. FLOOR. PROVIDE SCREENED (4 PUMP INLETS TO PREVENT CANS AND METAL ENTERING PUMP CASING. POURED -IN PLACE OR PRECAST CONCRETE. (STRUCTURAL DESIGNED BY OTHERS) (WORST CASE) DRAINAGE TABLE SCHEDULE PROCESS\HOURS OF SHIFT UNIT 1 2 3 4 5 6 7 8 CARBON TOWER #1 GPH 50 CARBON TOWER #2 GPH 50 BOILER GPH 125 125 BLENDER BOTTLE LINE GPH 100 150 150 150 BLENDER CAN #1 GPH 150 225 225 BLENDER CAN #2 GPH 175 300 300 BATCH TANK CIP GPH 600 600 WARMER BOTTLE LINE GPH 300 700 WARMER CAN #1 GPH 1,500 700 CAN LINE RINSER GPH 300 300 300 300 300 300 300 300 FILLER CIP GPH 1,500 WARMER CAN #2 GPH 1,500 2X CIP (ASSUME 1ATATIME) GPH 400 400 400 400 400 400 ICIP GPH 500 500 500 HOURLY WASTE WATER TOTALS: GAL 3,650 2,600 2,200 1,150 1,050 1,450 1,000 1,075 CUMULTIVEWATERTOTALS GAL 6,250 8,450 9,600 10,650 12,100 13,100 14,175 MAX. EVOQUA DISCHARGE TOTAL GAL 9,900 19,800 29,700 39,600 49,500 59,400 69,300 79,200 SUMP PUMP DETAIL LEVEL SENSOR ELEVATION SCHEDULE ITEM DIM SUMP COVER 60" INLET PIPE IE AT SUMP WALL 50" HIGH WATER ALARM 48" LAG PUMP ON 42" LEAD PUMP ON 30" PUMPS OFF 15" SUMP FLOOR 0" POWER WIRING CONDUIT (REF) VENT PIPING TO OUTSIDE THE BUILDING TRAFFIC RATED ACCESS HATCH DIMENSIONS ARE HEIGHTS ABOVE SUMP FLOOR PG19-0143 POWER SUPPLY T ELEC AND CONTROL PANEL 1 PUMPED WASTE SEE RISER DIAGRAM ON SHEET P410 FOR PIPING CONTINUATION CONTROL WIRING CONDUIT CONTROL JUNCTION BOX SUMP COVER, GAS -TIGHT BOLTED CONN TO SUMP PUMP RAILS LEVEL SENSOR (TYP) HIGH WATER ALARM SLAG PUMP ON PLEAD PUMP ON PUMPS OFF SUMP FLOOR PUMP INLET 6" ABOVE SUMP. FLOOR. PROVIDE SCREENED © PUMP INLETS TO PREVENT CANS AND METAL NTERING PUMP CASING. POURED -IN PLACE OR PRECAST ONCRETE. (STRUCTURAL 1SESIGSED BY OTHERS) �Y °f Tukwila DRAIN SUMPN RE REVIEWE FOR CODE COMP IANCE APPROV J U N OM 2020 OIL SEFERATOR SCALE: 1/8* = 1'-0" CEIVED CITY OF TUKW LA MAR 10 1010 PERMIT CENTER 1-1 1-1 LLI v I 2 MIMEO SHUTLER 1.1111111111111111111 CONSULTING WV WEE ENGINEERS, INC. February 14, 2020 Neil Johnson National BevPak 1165 Palmour Drive Gainesville, GA 30501 Re: Shasta Beverage 1227 Andover Park East Tukwila, WA 98188 12503 Bel -Red Road, Suite 100, Bellevtic, WA 98005 . 025)450-4075 FAX 025) 450-4071, I have reviewed the information provided for the water line that will be hung from the existing roof structure. A 6" diameter schedule 40 water filled pipe will be hung from the existing purlins used in this roof system. The existing drawings from 1967 show the 4x14 purlins to be DF construction grade spaced at 8'-0" o.c. and spanning between 7" wide glulam beams spaced at 20'-0" o.c. I have calculated the strength of the purlins using values from the 1964 'IBC and found the roof structure to be acceptable. I also reviewed the attachment that will be used. The contractor intends to use a Sammys Sidewinder lagged to the side of the purlin with a 3/8" threaded rod hung down less than 12" to the bracket that will hold the pipe. This is structurally acceptable. I have attached a copy of my calculations. If you have any questions or need additional information, please give me a call. Sincerely, Job Headland, PE SE Principal Job #10-23.13 SHUTLER Mil. =ME CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 t, p.,,, ..ti, <1 0 1. , / t 4, / 01 il,,./0,i-- ,1--- 00/ / • (. .1 ---- ,,.. • . 1:11°411 '- .' ,(.)-0,- /9f'- ) -P4rb /,' ,Le.,L,,,i',_I li,6):,:1,-0.,,p,,,,,,,, tee7 1.-, , • . . ,..,___........_ JOB SHEET NO. OF CALCULATED BY Ck-1'71 DATE 06 SCALE Z.Z=3HOOVO® SIDEWINDER® FOR WOOD - Horizontal Application a 14 SW Red Application Product Features th4 85. APFIrc,als HORIZONTAL MO.! • No pre -drilling reg... • Quick to install using the Sarnrny Nut Driver with an 18V cordfess drillfdriver. • Saves time from traditional methods. • Reduces installation costs. • Made in the U.S.A. 0===ro'nf Modol N. 8019957 5.200 1/4 x 7 1725 1F, 125 4i, 3/8' 8020657swG io 1/4 , 672 (F1, 300 25125 4 3V 8021957 SWG 20 ,a, 2' 1725 (DI I.50 Q. 3/8' 8073925 SWG 70.SS 1/4 , 1725 (Fin 850 125 ql. 3/8.' 8022925 SWG 2,380 II x 2-1 Q. 2249 IF, 1. 011 125 3/8. 8023925 SWG 30 1/4 x 3' 188,, 125 PaN'Iji: Z79,0 • M.Y mOre Pat.mi. con.foist mamiaa,m, SAMMYS SWIVEL HEAD"' FOR WOOD - Swivel Application Application Product Features SWIVEL MOUNT 09 Model • ENminates distortion of threaded rod. • Accommodates up to 3 x 12 pitch r • Allows 17° deflect.. vertical. • Saves time traditional methods. • Reduces installation costs. • Made in the U.S.A. UL Tes Load FM Test Mai Box Case pullout 013s1 013, Load 01), Man,. Oty City 3/8" 8139957 SH-GST 20 1/4 1.7 IFirt 3/8. 8141.7 SH•GST 30 1/4 17.(Firt 1903 Dim, Lumber 3/8“ 8269957 511,5T/CST 20 5/16 x 1-314. 1406 .45,11 Ver. Dim. Lumber 903.. Lumber 1t2' 8303957 SH-CST/CSI 2.0 S/16 x 1-3/4' 1406./ 45,4 vertical Dim. Lumber • kiay e rnamhstu C;31;7:i j 10 To find a thsli,utcr near you, call 6CETBU1LDE X NMI SHUTLER CONSULTING 11111,11111111.1111 ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, VVA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO. CALCULATED BY DATE p- SCALE TABLE NO. 25-A-ALLOWABLE UNIT STRESSES FOR STRESS -GRADE LUMBER (Continued) SPECIES AND COMMERCIAL GRADE ALLOWABLE UNIT STRESSES, POUNDS PER SQUARE INCH U MIDC,HD 'I:13Z (an: : XollElhall - , * ol' CelOrn". : o s SYMLIOL:t I (or, H „ E. CEDAR, WESTERN RED Select Dem Commercial Dex _ Decking Decking 900 700 -- 24 - tggg',28 U.B.C. N1'0(.7;1-3:84 FIR, WHITE Select DM Commercial Dc3c Decicing Decking 1100 850 - 3,13,55 , 1:12,000 ,000 U.B.C. NStauriarcl o. 25-3-64 DOUGLAS FIR AND LARCH.' ZneCet gte21172Y/cvtftj6"Ci5*. Dense Select Stnictural lect Structtual 50f. Industrial MC15 17,741"Jtuussttrgi mci5 1500L-Industrial 1200f, Industrial MC15 1200L-Industrial Denae Select Structural MC15 Select Structural MC15 Dense Select Structural Dense Constmction MCI5 Select Stnictural Dense Construction Construction MC15 Construction LIF::169 L.F. L.F. L.F. , F. 1..F.. L.F. L.F.79 L.F. J. & P.39 J. & P.. J. & P. j, ,,,is J. & P. 0933.16 J. p, 2300 2100 2050 1900 '2050 1750 1750 1500 1500 1200 2300 2100 2050 2050 1900 1750 1750 1500 135.. 135.. 1202.. 120.-9 135 120 135 120 110 95 1352.. 135.-9 120.. 1352.0. 1202.. 1208-9 13510 1202'65 455 415 455 415 455 455 380 390 32 455 415 455 455 415 455 390 390 1700 1550 1500 1400 1600 1400 1400 1200 igoT 1850 1650 1650 1800 1500 1400 1400 1200 i,B0t1,1000 .13,C. Nija.1714 TABLE NO. 25-A-ALLOWABLE UNIT STRESSES FOR STRESS -GRADE LUMBER (Continued) SPECIES AND COMMERCIAL GAME ALLOWMILE UNIT STRESSES, POUNDS PER SQUARE INCH (111°P.I. GRADE E(1111:17:1111bi; 'Iillsiiiritl Pl(?1,5,'-'ir c,q)::111; trr of . MI, symBei, DOUGLAS FIR AND LARCH Standard MC15 Standard J. de P.. 1500 1200 1102.-9 95282 390 390 1200 1000 Dense Select Structural Select St,nictural De Construction ens Construction Dense Select Structural kI,Pg. B. & S. B. & S. B. a( S. P. & T. 2050 1900 1750 1500 .1900 1207 1207 1207 1207 1207 955 415 ?Xl 1 '455 1500 1400 1E8 1650 , Au) 1,666,000 U.B.C. standa. No. 25-4-64 Select Structural Dense Construction , P. & T. 1750 1500 1207 1207 415 455 1500 1400 Construction PA,. 1200 120, 390 12.00 HEMLOCK. WESTERN Select Structural MC15 Select Stnictural L.F.. L.F. 1800 1800 1152.. 100.. 365 3. 1200 1100 1500f. Industrial MC15 1500L-Industrial L.F.. 1850 1500 115 100 385 365 1150 1000 1200f. Industrial MC15 1200E-Industrial ' Select Structural MC15 L.F. J. & P.. 1450 1200 1800 90 80 1152.08 365 3. 365 1050 900 1300 (All) U.B.C. Select Structural Construction MC15 "VP:. 1600 1850 -90 152.. 3. 385 1200 1250 1,400,000 No.aE7_`„ Construction Standard MC15 ii. VP., 1500 1450 100.. 9058-9 385 385 1100 1150 &wn'stdction 13.133. c. 1200 1500 80.. 100. 3E35 365 1000 1000 Construction P. & T. 1200 .100. 365 1100 •- ' 1-1 LLI V.) 11.1 UJLD < uJ LLI CO < (r) I-U U < 0 CL 5- 111111111111111111,111,111111 ' cp0CIDEX,04,_ ki6 "Z. 8 RECEIVED CITY OF TUKWIL MAR 10 7075 PERMIT CENTE EVIE4D F0fC iUN 03 2020 (trty] of Tukwila B 11X/NG DIVISION L ID-1 TRENCH DRAINS ND WARMING MACHINE. CONNECTIONTO ERGENCY TD11 REMOVE & CAP (E)PIPES -HROUGH TOP OF SUMP. ERTIARY PUMP SYSTEM: 3P-01 & SP-02 EEE DETAIL 1 /P0.01 PUMP CONTROL 'HIRE CONDUIT EAWCUT FLOOR FOR PIPE INSTALLATION, AS REQUIRED (TYP) r (F)PUMPED WASTE LINE TO TEE. ROUTE TEMPORARY WASTE LINE ABOVE GROUND TO WAST PIT. (FUTURE: REMOVE TEMPORARY LINE AND PROVIDE FLOOR CLEANOUT.) SAWCUT FLOOR FOR PIPE INSTALLATION, AS REQUIRED (TYP) 6" VENT. VERIFY WITH AHJ IF VTR IS REQUIRED 4" C/O 2"W TO (E)WASTE LINE (VIF). (E)WASTE. VIF SIZE & LOCATION. SAWCUT FLOOR FOR PIPE INSTALLATION, AS REQUIRED (TYP) a PROVIDE FLOOR CLEANOUT. CONNECT (E)OIL SEPARATOR TO N)HOLDING TANK. (E)WASTE VIF SIZE. REMOVE & CAP -\ (E)PIPES THROUGH TOP OF SUMP. OWNER OPTIONAL TANK: 10,000 GALLON HOLDING TANK. 8' WIDE X 24' LONG X 11I' DEEP. 5,000 GALLON HOLDING TANK. 8' WIDE X 12' LONG X 111' DEEP. 6" VENT. VERIFY WITH AHJ IF VTR IS REQUIRED. DUPLEX PUMP SYSTEM: SP-03 & SP-04 SEE DETAIL 2/P0.01 CITY METER, IF REQUIRED. MOUNT PUMP CONTROLLER Sc COORDINATE LOCATION WITH OWNER ('48" AFF). EVOQUAI PROVIDED BY OWNER. EVOQUA NSP-2000 VOLUME: 2,000 GALLONS THRU-PUT: 165 GPM DIMENSIONS: 100"x145"x145" WEIGHT: 2,717# BYPASS VALVE (FURNISHEq BY EVOQUA) TO SEWER, II " WASTE LINE FROM :.ILD DISCHARGE SHALL BE SET @ 140 GPM PG1 9-0143 Table 1-5 Approximate Discharge Rates and Velocities in Sloping Drains, n = 0,015' Actual Inside Diameter of Pipe, in. (mm) i!+a Arta... HaH•full Flow 'A, 'A Discharge Hate and Velocity 'h in.Rt 11,6 atm/m. Discharge, nem Ws l Slope Velocity, fps [minis! in:A I3.2 mm/ml Discharge, nom IUsI Slone Velocity, fpa 1mmh! 1, [n./fi 16.4 mm(ml Dischaxge, gpm (Vs} Slope Velocity, fps Imrn/81 int'h 112.7 mmlml Discharge, WC. Slope Velocity, tps 1mm(s) j37.81 , [34_, 1, 3.13 _1 20} 1.34,0.41} 3.40 10.211 4.4d i0.28! 1.78 145.5, 1.90 (48.31 (38.9! 1, 141,281 3.91 (0.2411 4.81 (0.30) 1,42,0.43) 1.5010.461 5,53 10.35) _ 6.80 10.38( 2.01 (51.1) 2.12 (53.31 2 15031 2, [63.5! 3 io.8 Ol 681 1 1.4110.431 142 10 531 15.3. (0.97) 1.72 [0.521 1.99(0.61, ' 1.9 10.751 21.6 [1.361 2 2.43 161.81 2.82 (71,71 116.31 4 II01.61 5 11271 26.70 11.681 48.3 13.05) 1.36134.6) 1.6 11.11) 31.6 12.381 1.5910.491 1.93 #0.59) 4.8 11.56) 53.4 13.371 2.25 (0.691 2.7310.831 35.1 2.21 i )5.5 i4. 76) 3.19 181 11 3.86 198.2) 6 (152.4) B 78.5 14.83) 110 1.58140.21 I.TD[45.31 68.3J7.30J. 111 (7.001 2323(0.681 2.52i0.111 96.6 j6.101_-3.1610.961 157 (101 137 ;2.641 3.5711.09) X 114.01 4.471113.71 5041128.21 12D3,21 10 {2561 12 1364.8i (I0.731 308 119.d31 500 [31.55i 2.17155.21 2.52164.1y 2 03 i72.0} 240 115.41 436 #27.501 707 i44 60l 3.01(0.941 3.56 (1,091 4 01 11 22i 340 121.51 6ifi 138.9) 990 i63 01 4.34(1.32( 460 130.3f 5.04 (1.541 872 i55.01 5 3211 73l '1 413 189 154 6.131155.91 7.1271.0, 8 02 {204 01 loc. by PA75 and dnvde by n o, nothrppe. BASIS OF DESIGN REVIEWED FOR CODE COMPLIANCE APPROVED JUN 00 2020 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TIJKWILA MAR 10 2020 PERMIT CENTER PER TELEPHONE CALL WITH JOHN GLENNON ON 02/20/20: SHASTA BEVERAGE HAS CONFIRMED THAT i BASED ON OPERATION SCHEDULE, MAXIMUM DRAINAGE TO FLOOR RECEPTORS AT ANY GIVEN TIME WILL NOT EXCEED 175 GPM. MAIN SEWER LINE IS SIZED TO HANDLE 175 GPM. APPROXIMATE LOCATION of DRAIN TERMINATION IS SHOWN ON THE PLAN WITH CONTROL LINE." " THIS IS ENGINEER'S UNDERSTANDING THAT FLOOR SLOPING WILL BE ADJUSTED BY CLIENT TO ACCOMMODATE DESIGN. TRENCH DRAINS AND FLOOR RECEPTORS ARE NOT EQUIPPED WITH P-TRAP AS DRAINAGE IS INDUSTRIAL WASTE [NOT SEWER] AND IT WILL BE TERMINATED TO VENTED LIFT STATION. (i_DSE WAREHOUSE PLUMBING PLAN PROVISIONS FOR FALL/HAZARD DUE TO WET FLOOR 1/8" = 1'-O" SHALL BE DESIGNED BY OTHERS. 1-1 LLI L / ^^ LL UJ (.9 V < I--1 LJJ uJ o w Ca L.9 Q Vl WW c1Lu wad U me < ag3 0 Nzg ce, Qa`" V) 1..L 8 v 00 6 r-, 0 1 0 I :7 [EMERGENCY] P1.01.0 P1.01.0 - - FLOOR- W)--t',ING TOWARD SPD -1 TP BE PRO -WEED B*, OTHERS A L.4,4441 • EXISTING WASTE LINE TO BE ABANDONED. BLENDER BOTTLE LINE 50 GPM - , SPD- CONFIRM WITH OWNER LOCATION FOR P1110 „ BOTTLE -- -70 RGPM EYS,ItLINI:VA, ---------------------- - EME, NCY 6"ICW CONFIRWAWRHROWNER L CATION0FOR POC .1 T WARMltpm - - - - - N NWLE-C ASTE ---- - - - - - FILR- IF- 77-7-7 LIE TO B-E 7- 150 GPM ABANDONED. 1 ( 175 GPM BLENDER CAN #2 100 GPM - G_ PT _ 8"W 125 GPM 8W ono ammo 'mum mimrila mmumn innmaommume'ommmunimmomi imunni immnon Immo mum] unm, ONNECT TRENCH AN . : SAWCUT FLOOR FOR tRENCH INSTALLATION, AS REQUIRED (TYP) S H 1 SPD-1 8"W ROUTE 8"W ALONG TRENCH DRAIN IN THE SAME SAWCUT PATH. , TE-MtR4IN-a\71 [ EM RVGEN C Y] DISCHARGE TEMPORARY PW LINE INTO EXISTING PIT. (E)W. VIF, IF REQUIRED FOR POC 8"W 8"W '[EMERGENCY] ( [EMERGENCY] \ 101 FILLER CIP 150 GPM 70 GP Moiiiitirn II \tr117 8"VV PROVID 8W 175 GPM BATCH T3A0NGKpm SPD - 1 6"W rool 30 GPM 1111111111 PROVIDE WITH MESH STRAIN AT CONNECTION TO WASTE PIPE (TYP) PROVIDE FLOOR INSTALL 'E-)SA-N1°USTUMP DRAIN AT WARMING MACHINE. 6"ICW VIF P001 TO WARMEII PROVIDE WITH MESH STRAINER AT CONNECTION (TyP) WARMER CAN#2 75 GPM PROVIDE MESH STRAINER AT OUTFLOW OF SUMP. 6" CONNECTION TO EMERGENCY SP0-1 (E)WASTE DISPOSAL PIT. CAR ON TO"'#l#2 50 GPM GPM PCr0 6"w 'W (E)W. VIF, IF REQUIRED FOR POC I I I I 6"ICW - AIR GAP FOR DCW FILL (BACKUP). 8W TO (E)WASTE LINE (VIF). 6 "ICW t P0.01 a"w TO ( E) WASTE LINE (VIF). r1;30:,11, POC TO QC BUILDING EXISTING 6" WASTE I TEMPORARY .6"PW (ROUTED ABO E (ON THE) GROUND). ,---- I , N 8" PIPE © 2% LOPE N,ANINING FO MULA MAXIMUM H ALF FIL FLOW CONTROLLER ON WALL. PER COORD hNA_TE, LOGATJON MOUNT PUMP N=0 015: 340 GPM WITH OWNER (,•-•4 " APE). (E)WASTE. • "w 4"DCW (OVERHEAD) PROVIDE FLOOR qNoyT,(Txp) • : , 1 - _ VIF POC (OVERHEA 10)6 DE, 8"W 175 GPM R 4"DCW 1111.1.1.11111111111•111.11•111.1 INSTA L TD-1 TRENCH DRAINS AROU D WARMING MACHINE._ I 6" CONNECTION TO _ EMERGENCY TDI-1 - REMOVE & CAP (E)PIPES THROUGH TOP OF SUMP. TsEpRT01ARY PUM YS T E M SEE DETAIL 1/P0.01 PUMP CONTROL WIRE CONDUIT SAWOUT FLOOR FOR PIPE INSTALLATION, AS REQUIRED (TYP) (F)PUMPED WASTE LINE TO TEE. ROUTE TEMPORARY WASTE LINE ABOVE GROUND TO WAST PIT. (FUTURE: REMOVE TEMPORARY LINE AND PROVIDE FLOOR CLEANOUT.) 6" VENT. VERIFY WITH AHJ IF VTR IS REQUIRED /0 0 SW WAREHOUSE PLUMBING PLAN PROVISIONS FOR FALL/HAZARD DUE TO WET FLOOR SHALL BE DESIGNED BY OTHERS. 1/8" = I-0" r „ I 171T L,Lit I io Hi I, 111 SAWCUT FLOOR FOR PIPE INSTALLATION, AS REQUIRED (TYP) P .01.D .04.0 I I 277 To (E)WASTE LINE (VIF). (E)W STE. VIF SIZE & LOCATION. PG19-0143 cH P1.01. A PROVIDE FLOOR CLEANOUT. CONNECT (E)OIL SEPARATOR TO (N)HOLDING TANK. (E)WASTE VIF SIZE. REMOVE & CAP (E)PIPES THROUGH TOP OF SUMP. Table 1-5 Approximate Discharge Rates end Velocities in Ski in Drains, n =OS. _ _ _ •••,:,3a SAWCUT FLOOR FOR PIPE INSTALLATION, AS REQUIRED (TYP) - - _REV WEDFOR_ CODE OMPLIAN APPROVED AN 0 a 2020 City of Tukwila BU I L DI VAN-1-qt? A"F2p" ' , ;;: 11312'm4/InnitOe D7ilnil./711:4".atireT 1/, in./1111.6 roliiml Discharge, upm Wel Slave Velocity, fee Immis1 1/ la Doshog gam IL/e) VWs5ps el Diecharge, grin OM , is& L 23 stn.( Velocity, fps DiAtfttie.. mmisl gstlksi Slooe Velocity fps 1, (38.9, 1, 41.28 3.13 (0.201 3.91 (0.2471 1.34 (OA t1 4,44 10.261 1.4210.43, , 5.0 10.35, 1.90 (48 2.01 (61,1 23' 2.31 4.8, [8.30, 1.5040.461 , 6442,38, 2.12 163.81 4 (101.61 26.70 1.36134.61 17,8 11.11) 1,59(0,49, .8 11.561 .2 (0.691 36.1 12.21, 3.19 181.11 6 11.68, (14:01- 11:r81:6'.3i, 37.8 (2.381 1. .5 63.4 13.37, 01 2.7310.831 75, 14.76, 0551100112122_11104, ' ' 3.86 (98.2/ 45024120.21 1;2524/ . 120 C(110:240)) 4?:31702521111 2406 107:6 (10l1 10 122042' .8 0 3008 2:152 (net) 2.83 72.0 ('" 24,, (2,5, 1 4,0,321 480 I.30 3, 5.04 1 . 7 5.67 41 6.13 (155.91 7.12 18,0 8.0 uJ Cl. L1,1 t70 (DO g C) Z Z c't. <-Jui OWNER OPTIONAL TANK: 10,000 GALLON HOLDIN. 8' WIDE X 24' LONG X 5,000 GALLON HOLDING 8' WIDE X 12' LONG X 6" VENT, VERIFY WITH AHJ IF VTR IS REQUIRE DUPLEX PUMP SYSTEM: SP-03 & SP-04 SEE DETAIL 2/P0.01 CITY METER, IF REQUIRE MOUNT PUMP CONTROLL & COORDINATE LOCATIO WITH OWNER (-48" AFF EVOQUAJ PROVIDED BY OWNER, EVOQUA NSP-2000 VOLUME: 2,000 GALLONI THRU-PUT: +65-GPM DIMENSIONS: 100"x145", WEIGHT: 2,717# BYPASS VALVE (FURNISI BY EVOQUA) TO SEWER 6" WASTE LINE FROM BUILDRECEIVED CITY OF TUKWIL MAR 10 7070 ESIGN PERMIT CENTE PER TELEPHONE CALL WITH JOHN GLEN NON ON 02/20/20: SHASTA BEVERAGE HAS CONFIRMED THAT BASED ON OPERATION SCHEDULE, MAXIMUM DRAINAGE TO FLOOR RECEPTORS AT ANY GIVEN TIME WILL NOT EXCEED 175 GPM. MAIN SEWER LINE IS SIZED TO HANDLE 175 GPM. APPROXIMATE LOCATION OF DRAIN TERMINATION IS SHOWN ON THE PLAN WITH CONTROL LINE." " THIS IS ENGINEER'S UNDERSTANDING THAT FLOOR SLOPING WILL BE ADJUSTED BY CLIENT TO ----- ACCOMMODATE DESIGN. TRENCH DRAINS AND FLOOR RECEPTORS ARE NOT EQUIPPED WITH P- TRAP AS DRAINAGE IS INDUSTRIAL WASTE [NOT SEWER] AND IT WILL BE TERMINATED TO VENTED LFT STATION. 1,1C1C1,70o, 0 • „ f. R2,6100 -Z•S < 1,1111111111111 FC0 FCO REPL CE PIPE TO FLOOR CLEANOUT. VERIF SIZE. - _ * It Rack I Rack Rack • • •j •• • ,•• • • • •.:.1 I PROVIDE WITH MESH STRAIN R AT CONNECTION TO WASTE PIPE (TYP) -71 Table 1-5 Approximate Discharge Rates and VeMcities in Slo in Drains, n =0.015' A nal Inside Dililepte7( 81 'n :le "ti !Ire' Dircharg1s! e ell,17; 132t i ., in4 olea 625.7ps V, ina 16 8 la l 7 956295 • mi Slane 510441155 1 348 1.78 45.5 , ,38.91 1, 011.281 2 2 i 0.30 2 0.43 5, .50 0.46 I X 0.35 51.1 0.38 .12 53.9 150.8_1 2, 163, ,76.31 ill '1?:T 111011 10.531 1254'. '11761 1.1210.52141 12:92VI°0:ni 1 0,7, 43 ,6141. ':321 1101.61 26.70 11.681 '4:4; 1.36134.6 37.8 12.38 1.93 0.591 53.4 3•37 35, 2.73,0.83, ! „75.5 i4.76 '3-.5(,?:N1 ", 3:16 .761'1 3.8%58,2 ':074,1;N ÷172.4 8 (203.2, /25 0 110.7 1 I:T:3' 2:17155.21 164j-Ing, 240 (15.141 2..T10/: 3.0710,941,340 1nS 11601' 121.5] 7'22 4:01 4.34,1.321 • 480 i30.3, 6.131155.9 10 256 1 304.8 252 64.1) 2,83 72.0 436 127.501 707 44.6 3.5811,091 4.61 1. 2 616 138.91 999 6 . 5.0411.5, 872 :55.01 5.67 1.73 1413 ,80.15 7.12,181.0 .02 204.0 sa.mammiiiimmaa 5,7:14 F.1.14 fic:. a...01,0.015a d. by nc,, anofter .11.1 s tzti rfti "Li1A64 L' qui.7.46.746:41. 1/8" 1-0" PG 9 0143 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 032023 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 10 2070 = PERMIT CENTER BASIS OF DESIGN PER TELEPHONE CALL WITH JOHN GLENNON ON • 02/20/20: SHASTA BEVERAGE HAS CONFIRMED THAT BASED ON OPERATION SCHEDULE, MAXIMUM DRAINAGE TO FLOOR RECEPTORS AT ANY GIVEN TIME WILL NOT EXCEED 175 GPM. MAIN SEWER LINE IS SIZED TO HANDLE 175 GPM. APPROXIMATE LOCATION OF DRAIN TERMINATION IS SHOWN ON THE PLAN WITH CONTROL LINE." " , . THIS IS ENGINEER'S UNDERSTANDING THAT FLOOR H SLOPING WILL BE ADJUSTED BY CLIENT TO ACCOMMODATE DESIGN. TRENCH DRAINS AND FLOOR RECEPTORS ARE NOT EQUIPPED WITH P-TRAP AS DRAINAGE IS INDUSTRIAL WASTE [NOT SEWER] AND IT WILL BE TERMINATED TO • VENTED LIFT STATION. AN PROVISIONS FOR FALL/HAZARD DUE TO WET FLOOR SHALL BE DESIGNED BY OTHERS. 77 0 uJ itt LLJ UJLD < Z LLJ > LLJ w g < (i) LLJ U < 0 IcIr- (J•) a. 8' 8 .9, 56 <