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HomeMy WebLinkAboutPermit PG19-0054 - HOLDEN AT SOUTHCENTER - NEW RETIREMENT MIXED-USED BUILDINGThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG19-0054 HOLDEN AT SOUTHCENTER 112 ANDOVER PARK E DIGITAL RECORDS (DR) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page #Code Exemption Brief Explanatory Description Statute/Rule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals’ social security Personal Information – numbers are redacted to protect those Social Security Numbers individuals’ privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW DR1 Generally – 5 U.S.C. sec. under section 42.56.070(1) of the Washington 42.56.070(1) 552(a); RCW State Public Records Act, which exempts under 42.56.070(1) the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information – expiration dates, or bank or other financial RCW account numbers, which are exempt from 31 DR2 Financial Information – 42.56.230(5) disclosure pursuant to RCW 42.56.230(5), RCW 42.56.230(4 5) except when disclosure is expressly required by or governed by other law. Personal Information – Redactions contain information used to prove RCW Driver’s License. – RCW identity, age, residential address, social security 42.56.230 (7a DR3 number or other personal information required to 42.56.230 & c) apply for a driver’s license or identicard. (7a & c) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney-Client Privilege – disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); RCW 5.60.060(2)(a); RCW which protects attorney-client privileged DR4 RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. HOLDEN AT SOUTHCENTER 112 ANDOVER PARK E FINALED 6/9/2021 PGI 9-0054 Parcel No: Address: City of Tuk"*»^K Department of Community Development 6300 SouthoenterBoulevard, Suite #1OO Tukwila, Washington 98188 Phone: 206'431'3670 Inspection Request Line: 2W6'43W'93GO Web site: httm://mmmm.Tukmi|aVVA.mwv PLUMBING/GAS PIPING PERMIT 0223000045 113ANDOVERPARK E Project Name: HOLDEN Permit Number: PG19'0054 Issue Date: 5/28/2019 Permit Expires On: 11/24/2019 Address: Contact Person: Name: Address: Cpntm#nn Address, License No: Address: BETA TUKVV|LxLLC 188J7BOTHELLWAY NE#110' 8OTMELLVVA 98011 TEARBP4TTERSON 14VVVINTERURBAN AVE S'SUITE Z83 'TVKvV|UA,WA, 98188 OCEAN PARK MECHANICAL INC Phone l490UINTERURBAN AVE #283' TVKVV\UA,WA, 9D1684654 0CEANPw1024m1 Expiration Date: 7/11/2020 ''' DESCRIPTION OF WORK: 107 UNITS IN MIXED-USE, 55+ COMMUNITY. PLUMBING AND GAS PIPING ROUGH IN AND TRIM FOR UNITS, ROUGH-IN COMMERCIAL KITCHEN AND GREASE INTERCEPTOR. OUTSIDE GREASE INTERCEPTOR, OIL INTERCEPTORS AND BACKFLOW DEVICES SHALL BE APPROVED AND INSTALLED AS PART OF BUILDING PERMIT #D19-0026.Valuation ofWork: $3,000,000.00 Water District: 0KWILA Sewer District: TUKWILA Fees Collected: $21,005.22 Current Codes adopted bythe City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 20152015 2015 2015 National Electrical Code: vvACities Electrical Code: VVACZ96-468: WA State Energy Code: Permit Center Authorized Signature:. /Vi«1l Date: 67-Zg(Cj I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: / 5i`'�—� Date: 3L J Print Name: %t 1✓ .' � ?�(1)J This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: IN -PREMISE ISOLATION BACKFLOW INSTALLATIONS REQUIRE A PUBLIC WORKS BACKFLOW INSPECTION; PLEASE CALL (206) 433-0179 TO SCHEDULE. BACKFLOWS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND TESTED BY A CERTIFIED TESTER; PASSING BACKFLOWS TEST REPORTS SHALL BE SUBMITTED TO THE PUBLIC WORKS INSPECTOR. Thereafter BACKFLOWS SHALL BE TESTED ANNUALLY AT THE OWNERS EXPENSE AND TEST REPORTS SUBMITTED TO TUKWILA WATER DEPARTMENT, 600 MINKLER BLVD, TUKWILA, WA 98188, PHONE (206) 433-1860, FAX (206) 575-3404. 3: OUTSIDE GREASE INTERCEPTOR, OIL INTERCEPTORS, AND BACKFLOW DEVICES SHALL BE APPROVED AND INSTALLED AS PART OF BUILDING PERMIT NO. D19-0026. 4: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 5: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 6: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 7: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 8: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 9: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 10: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 11: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 12: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 13: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 14: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 15: 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 orany other ordinance of the jurisdiction. 16: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 17: 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 4OZofWashington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)43g'9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL I600 PUBLIC WORKS FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH'|NPLUN1BiN6 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. b- fi - o osv Project No. Date Application Accepted: Date Application Expires: 10-.3---tel (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 Site Address: Tenant Name: King Co Assessor's Tax 112 Andover Park East, Tukwila. WA 98188 --&et4MrSou4heantiar PROPERTY OWNER Name: Beta - Tukwila, LLC _ Address: 18827 Bothell Way NE. in10 City: Bothell StaEe: WA Zip: 98011 CONTACT PERSON — person receiving all project communication Name: Terris Patterson Address: 14900 Interurban Avenue, Suite 283 City: Seattle State: WA Zip: 98168 Phone: (206) 588-5 I 58 Fax: Emait: Terris@OceanPM.com Suite Number: Floor: New Tenant: 121 Yes El _No PLUMBING CONTRA . OR INFORMATION Company Name: Ocean Park Mechanical Address: 14900 Interurban Avenue. Suite 283 City: Seattle State: WA Zip: 98168 Phone: (906) 674-4553 Fax: (206) 674-4564 Contr Reg No.: OCEANPMI324M1 Exp Date: mil /2 )20 Tukwila Business License No.: Bus_ )45 Valuation of Project (contractor's bid price): .$ 3,(X)0,000 Scope of Work (please provide detailed information): 107 Units in mixed -use, 55+ community Plumbing and gas piping rough -in and trim for units. rough -in commercial kitchen and grease interceptor Building Use (per Intl Building Code)- Mixed Use Occupancy (per Inel Building Code): Mixed Use Utility Purveyor: Water: Sewer: Applicat iom‘Forms-Application, Onlitie.:201 1 Applications Plumbing Permit Appli.nion ReviNal 8-9-11.docx Revisal: Ati,g1Kt 2011 bh Page I of 2 Indicate type of plumbing fixtures an or gas piping outlets being installed and the quantity below: Fixture Type Qfy Bathtub or combination bath/shower 0 Dishwasher. domestic with independent drain 111 Shower, single head hap 152 Sinks 310 Rain water system - per drain (inside building) 41 Grease interceptor for commercial kitchen (---750 gallon capacity) Each additional medical gas inletsloutlets greater than 5 0 Atmospheric -type vacuum breakers not inchided in lawn sprinkler backflow protections (1-5) Fixture Type Qty - Bidet Drinking fountain or water cooler (per head) 1 Lavatory 158 Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment 0 Rack now protective device other than atmospheric - type vacuum breakers 2 inch (51 min) diameter or smaller Atmitspheric-t}pe vacuum breakers not, included in lawn sprinkler backflow protections over 5 Fixture TypeQiv ' Clothes washer, domestic 31 Food -waste grinder. commercial 1 Wash founmin 2 Water closet 158 Industrial waste treatment interceptor, including trap and vent. cscept for kitchen ty-pe grease interceptors () Repair or alteration of drainage or vent piping Rackflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 trim) diameter Gas piping outlets -, 14 Fixture Type Qty Dental unit, cuspidor Floor drain 31 Receptor, indirect waste 13 Building sewer and each trailer park sewer Each grease trap •(connected to not more. than 4 tixtures - <750 gallon capacity 0 Medical gas piping system serving 1-5 inlets/outlets for a specific gas 0 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 he entered by the applicant. This figure will he 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 he 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 13Y TFIE LAWS OF THE STATE OF WASHINCiTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZE.) AGENT: Signature: Print Name: Terris Patterson Date: 04/01/2019 Day Telephone: (206) 588-5158 Mai I ing Address: 14900 Interurban Avenue, Suite 283 Seattle WA 98168 chy Slate Zip APPlieations\ F.rinS-APPikafionS Lin,201 P,rnnt;1/4n,ii,a, R,..„„0 x_9.1 Re, iseclz ugo 201 I bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY I PAID PermitTRAK $16,965.76 PG19-0054 Address: 112 ANDOVER PARK E Apn: 0223000045 $16,965.76 Credit Card Fee $494.15 Credit Card Fee R000.369.908.00,00 0.00 $494,15 GAS $238.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000,322.100,00.00 0.00 $203.00 PLUMBING $15,449.25 PERMIT FEE R000.322.100.00.00 0.00 $15,414.25 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $784.36 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17738 R000.322.900.04.00 0.00 $784.36 $16,965.76 Date Paid: Tuesday, May 28, 2019 Paid By: TERRIS PATTERSON Pay Method: CREDIT CARD 07445D Printed: Tuesday, May 28, 2019 12:26 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $4,039.46 PG19-0054 Address: 112 ANDOVER PARK E Apn: 0223000045 $4,039.46 Credit Card Fee $117.65 Credit Card Fee R000.369.908.00.00 0.00 $117.65 GAS $59.50 PLAN CHECK FEE R000.322.103.00.00 0.00 $59.50 PLUMBING $3,862.31 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17327 R000.322.103.00.00 0.00 $3,862.31 $4,039.46 Date Paid: Wednesday, April 03, 2019 Paid By: TERRIS PATTERSON Pay Method: CREDIT CARD 06021D Printed: Wednesday, April 03, 2019 4:01 PM 1 of 1 SYSTEMS CO TUKWILu ETRAKIT 6200 SOUTH[ENTFK 8LVD TUKWILA, «m 98188 286-433 I870 CITY OF TUKWZLA Date: 05/28/2019 1I:25:03 PM CREDIT CARD SALE VISA CARD NUMBER: ^*********8125 K TRxN AMOUNT: $10,965.76 APPROVAL CD; 07445D RECORD #: 000 CLERK ID: kandace Thank you! Customer Copy 0 cl CO TUKWILA FTRAKIT 6280 SOUTM[ENTER BLYD TUKWILA^ WA 98188 206'433-1870 CITY OF TUKWILA Date: 04/89/2019 04:00:35 PM CREDIT CARD SALE VISA [xnD NUMBER: **********8125 K TRAN AMOUNT: $4,039.46 APPROVAL [D: 06821D RECORD #: 080 CLERK ID: kandace Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project Type Type of Inspection: X ,Wfl4/N&- A res : /2 AVDIVFA jlehl_ Date Called: Special Instructions: Date Wanted: a.m. p-m• Requester: Phone No: 2 9 V/ - sl equired prior to approval. COMMENTS: RI 11 2if4 t/ 446/0, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 'Pro j c � �� s�pecti�a: Type of Inn Ad ress: �,, date Called: pecial Instructions: siN - ' - '©ate Wanted: a.m. p.m. Requeste€: Phone ©: . Corrections required prior to approval. COIE TS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DI ' SION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: L 7 .. Type o1' Ins/� ciivj Address. Date Called: Special Instructions: ,E'./ fL.U',7//��,"�' Date Wanted::�- sequester: ... Phone No: Co a CO T . - 7 DPI Ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 �Pr crj c I�I�W�MMI�. �✓�' Typeo/ /��. / ~AI Imo' r. ... Address: 'r��r/j'"j% �r //2 ,2 -�r`Q III `��w� Date Called: Special Instructions: Date Wanted: 4t5--- '�-; a.m. p.m. Requester: Phone No. COMMENTS: nspecto Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectian. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type o inspection• Address: ,/Z AA/Pot/ Date Called: Special Instructions: 'Date Wanted: a.m. p.m. S3 'Requester: ,iISck' .2042 —5" i 1- ' -947 Phone No: al. .COMMENTS: REINSPECTION FEE REQUIRE©. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedute reinspection. INSPEC:TION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Type olinspection: /�� Address: Date Called: Special Instructions:Date Wanted: �a.m: p.m. 'Requester: Phone Nsa: rrections required prior to a COMMENTS: 7 Alv Inspector: I 1 REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43670 Permit Inspection Request Line (206) 438-9350 Project: �/ `Type�Q` f Inspection: Address: //a lOgatt,ffeR ' x Date Called: Special Instructions: Date Wanted: 7*-2 ?' 2D p. Requester: Phone No: o aioroval. COMMENTS: 7 Inspector: Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectien. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 JNSPEC:TION RECORD Retain a copy with permit NSPECTfON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 43 670 Pc j ct- ��k Ty a of Ins +action: ,i Address: 'Date Called: Special instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 rncArvilra.?ork- P/uw y 'Inspector: 4 ate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Type of Ins r4���� Address: 1 a ,g Date Called: Special Instructions: 1 PI o m k Date Wanted: Z ZOII a.cn. p.m. 'Re ster: Phone N 9 proved per applicable codes. pecto Corrections required prior to approval. Date: REINSPECTIE N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Can. to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Type of inspection Phone N nApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: loin K !.S' a It 3 64 (p? Ace.) - e In,e e oic...._ Inspector' Date i (—,'z _ 0,07 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. City of Tukwila: Department Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431-3670, fvlay 21, 2019 Dear Allen Johannssen, re: PG19-0054: Plumbing review comments dated 5/21/21319: We added CaOlas exparssii0A1 joints,for all waste and vet statics on 'levels 3, 5, and 7 to accommodate for building settling per IBC 2304.3.3. Note flags have been added to L3 (P1.3A and P1.313); L5 (P1.5A and P1.513), and L7 (P1.7A and P1.73) plumbing pages referencing, the Canplas cut sheets included on P1.19. The 2" and 3" expansion joints accommodate up to 3" of vertical deflection and the 4" expansion joints accommodate up to 8" of vertical deflection. We have instaftect these on nuurnerous past projects and have yet to receive a single call-back. Please dbn't hesitate to calP206-588-51158 with questiions or for 'Sincerely, Terris Patterson Projett 'Manager Ocean Par* Mechanical City of Tukwila Department of Community Development May 21, 2019 TERRIS PA I 1 ERSON 14900 INTERURBAN AVE S - SUITE 283 TUKWILA, WA 98188 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG19-0054 HOLDEN - 112 ANDOVER PARK E Dear Terris, Allan Ekberg, Mayor 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: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Provide pipe specifications or methods with details on the plans for protection of vertical plumbing pipes from the adverse effects of building shrinkage. (IBC 2304.3.3) Note: Contingent on response to these corrections, further plan review may request for additional corrections. 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. Sinceiely, Kandace Nichols 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Permit Technician File No, PG19-0054 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0054 PROJECT NAME: HOLDEN SITE ADDRESS: 112 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # 1 DATE: 05/21/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Div Public Works sion Fire Prevention Structural Planning Division Permit Coordinator III PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/23/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE 06/20/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping D PW 0 Staff Initials: 12/18/2013 cpERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0054 PROJECT NAME: HOLDEN SITE ADDRESS: 112 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter DATE: 04/03/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: /1 cur4- I Building Division tAY0 Public Works Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 05/02/19 Approved with Conditions r Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ,5- Departments issued corrections: Bldg Fire 0 Ping PW Staff Initials: 12/18/2013 Date: LI 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 Check/Permit Number: PG19-0054 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Deferred Submittal # Project Name: HOLDEN Project Address: 112 ANDOVER PARK E RECEIVED CITY OF TUKWILP MAY 2 1 2019 PERMIT CENTER Contact Person: It1(2 PAT7E:44 cr.) Phone Number: 2-06 5,55 • s-ica, Summary of Revision: /mt.)? ezpitidsm..) jtiwty rt. 4-a, oveure- tot) veur Zi SOK 441/4J (.#3 I LS" 1-7 rt) ol<Ct li4A4-bMrr T-4:44. TA/1 (.6 1.4 Serr 1.1 ‘16 ?es& sv ft/ ? 3 Sheet Number(s): 7 4' 6 fxrA- * 8 P/-7 A-1 Pi- /7 "Cloud" or highlight all areas of revision including dat /of revision Received at the City of Tukwila Permit Center by Entered in TRAKiT on WAPermit Center (Rachelle)\ Kandace - Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development 10/1/2019 TERRIS PAC 1 ERSON 14900 INTERURBAN AVE S - SUITE 283 TUKWILA, WA 98188 RE: Permit No. PGI9-0054 HOLDEN AT SOUTHCENTER 112 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/24/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. [fit is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/24/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG19-0054 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Non -Residential SewerC3e Certification Sewage Treatment Capacity Charge t lig King County Department of Natural Resources and Parks Wastewater Treatment Division To be completed for all new sewer connections, reconnections or change of use of existing connections. Please Print or Type 111-- Ailt)ofek- 'PHAG Property Street Address -ro Le3k,. L-A- City - wx:14)1t, 4 State Owner's Name 6' Z-3 141)-1 147/4-`1 Owner's Mailing Address -1 tLL City 5 . W41/ State gPoi.(0 ZIP Owner's: Nliteircroinit a Code Pro erty Contact Phone Number including A a Code Ad City o be Billed iffe n 17)5 Witt State 9 q/01 ZIP A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 /), 101i_ 7.-S-S• Dishwasher 2 2 9 id Drinking fountain (each head) 1 .5 ( / Hose bibb bibb (interior) 2.5 2.5 95 , washer or laundry tub 4 2 AClothes , Sink, bar bar or lavatory 2 1 / q ,tri Sink, Clinic flushing 8 8 g) g Sink, kitchen 3 2 2.4, /01 Sink, other (service) 3 1.5 1 �2-1 Sink, wash fountain, circle spray 4 3 .. . Urinal, flush valve, 1 GPF 5 2 p 0 Urinal, flush valve, >1 GPF 6 2 / 0 Water closet tank or valve, 1.6 GPF 6 3 0 Water closet, tank or valve, >1.6 GPF 8 10 Total Fixture Units 1 176 i, Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total Fixture Units 20 RCE IFor King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 01430— o0f5 - Of Subdivision Name ft 07411.4r Rzeg Lot # Subdiv. # Block # i-/C)Z-bili &t150anitiMiite Building Name (if applicable) City or Sewer District RECEIVED Side Sewer Permit # CITY OF TUKWILP, Please report any demolitions of prApilkstiiigtinles on this property. Credit for a demolition may be given under some circumstances. (See King County Code 28.84.050, 0.5) Demolition of pre-existing struarttEFINPTVQEMIFF:' Was structure on Sanitary Sewer? El Yes n No Was Sewer connected before 2/1/90? Ej Yes fl No Sewer disconnect date Type of structure demolished Request to apply demolition credit to multiple structures? ElVes E No Date of Connection B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 RCE C. Total Residential Customer Equivalents: (add A & B) A + B 6i.01 Total RCE Pursuant to King County Code 28.84.050, all sewer customers who establish a new charge. The amount of the charge is established annually by the Metropolitan Ki customer equivalent, for a period of fifteen years. The purpose of the charge is to All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to Kin rvice which uses metropolitan sewage facilities shall be subject to a capacity -ounty Council at a rate per month, per resi ential customer or residential costs o ding areaJ city for new sewer customers. 0116 'r Treat 0 -5516. I understand that the information given is correct. 1 understand that the capacity charge levied will be based on this information. I understand that any deviation may result in a revised capacity charge. 101ettetrOAVAl.4 Signature of Owne Representative i, oval erWilotair Iiilioutt, 141, .4.ikeri•C. Date 4/3/7-4 i 9 Print Name of Owner/ .00f2440114 VO//1 ceta4r MV,0141.0 1610_6969w_nonres_sewer_cap_chg_1058.indd White - King County Yellow - Local Sewer Agency Pink - Sewer Customer (Rev. 10/16) <S.1.0. Home Espanol Cntact. Safety & Health Claims & Insurance hington State Department of Labor & Industries A-z -Index He My 1..&:1 Workplace Rights Trades & Licensing OCEAN PARK MECHANICAL INC Owner or tradesperson Principals BOGLE & CO HENDRIX, RACHAEL, SECRETARY MARPLES, RACHAEL MARY CHRISTIN, MEMBER HENDRIX, ROGER NEIL, MEMBER HENDRIX, STEVE, TREASURER (End: 10/29/2002) Doing business as OCEAN PARK MECHANICAL INC 14900 INTERURBAN AVE S #283 SEATTLE, WA 98168 206-674-4553 KING County WA UBI No. Business type 601 880 679 Corporation Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent. Check their oligible programs and occupations, License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. OCEANPM024M1 Effective — expiration 07/21/1998— 07/11/2020 Bond No bond accounts during the previous 6 year period. Insurance Hallmark Spec Ins Co $1,000,000.00 Policy no. 77GL018DB7F Received by L&I Effective date 06/01/2018 06/01/2018 Expiration date 06/01/2019 Insurance history Help us improve Savinys (in lieu of bond) Received by L&l 10/07/2014 Release date N/A Savings account ID Savings history Lawsuits against the bond or savings 0 $12SM0.00 Effective date 10/07/2014 Impaired date N/A No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Public Works Requirements Workplace safety and health tiff Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the stale of Washington. Help us improve PLUMBING EQUIPMENT LIST UNIT## B-1 B-2 BT 1 ST-2 UNIT DESCRIPTION DOMESTIC HOT WATER BOILERS DOMESTIC HOT WATER BOILER DOMESTIC HOT WATER BOILER STORAGETANK MANUFACTURER LOCHINVAR LOCHINVAR DOMESTIC HOT WATER STORAGE TANK LOCHINVAR DOMESTIC HOT WATER STORAGE TANK LOCHINVAR Mt)DEI. AWN501 PM AWN541 PM RJA200 RJA200 WEIGHT (LB) 335 LB 335 LB SHIPPING: 634 LB CAPACITY 500,000 BTU INPUT 582 GPH @ 100 °F TEMP RISE 96% EFFICENT 500.000 BTU INPUT 582 GPH @ 100 °F TEMP RISE 96% EFFICENT 200 GALLON INCLUDING WATER: 2,300 LB ASME CONSTRUCTION GLASS LINED SHIPPING: 634 LB 200 GALLON INCLUDING WATER: 2,300 LB ASME CONSTRUCTION GLASS LINED ST-3 DOMESTIC HOT WATER STORAGE TANK LOCHINVAR RJA200 SHIPPING: 634 LB 200 GALLON UNIT LOCATION ROOF BOILER ROOM ROOF BOILER ROOM ROOF BOILER ROOM ROOF BOILER ROOM ELECTRICAL H.P. MCA/MAX FUSE 16 MCA / 20 MOCP 16 MCA /20 MOCP VOLTAGE PHASE EMERGENCY POWER DISCONNECT W NOTES REFER TO NOTE 1. REFER TO NOTE 2. REFER TO NOTE 3. REFER TO NOTE 3. INCLUDING WATER: 2,300 LB ASME CONSTRUCTION GLASS LINED ROOF BOILER ROOM ET-1 EXPANSION TANK DOMESTIC HOT WATER EXPANSION TANK BELL & GOSSETT PTA-42V SHIPPING: 90 LB 17.5 GALLON TANK VOLUME 11.4 GALLON ACCEPTANCE VOLUME INCLUDING WATER: 185 LB 16-1/4" DIA; 24-1/4" HEIGHT ASME CONSTRUCTION ROOF BOILER ROOM REFER TO NOTE 3. CIRCULATION PUMPS 1 P-1 BOILER B-1 -CIRCULATION PUMP GRUNDFOS TP40-1 60 P-2 BOILER B-2 -CIRCULATION PUMP GRUNDFOS TP40-160 72 LB 72 LB P.3 DOMESTIC HOT WATER RE -CIRCULATION PUMP (LOW BELL & GOSSETT TEMP) e90 2AAC ALL BRONZE CONSTRUCTION 100 LB 63 GPM @ 32 FEET HEAD 63 GPM @ 32 FEET HEAD 30 GPM @ 25 FEET HEAD ROOF BOILER ROOM ROOF BOILER ROOM ROOF BOILER ROOM 3/4 HP 208 3/4 HP 208 REFER TO NOTE 4. REFER TO NOTE 5. 3/4 HP 208 3 E E E CONTINUOUS OPERATION. P-4 SSP-.1 SSP-2 DOMESTIC HOT WATER RE -CIRCULATION PUMP (140°F TEMP) NBF 12 BELL & GOSSETT ALL BRONZE CONSTRUCTION 10 LB 2 GPM @ 8 FEET HEAD ROOF BOILER ROOM 100 WATTS 120 1 SUMP PUMPS ELEVATOR PIT SUMP PUMP ELEVATOR PR SUMP PUMP PROFLO PROFLO PF02352 PF02352 50 LB 50 LB 50 GPM 10 FEET HEAD 50 GPM @ 10 FEET HEAD ELEVATOR 1 ELEVATOR 2 1/3 HP 1/3 HP 120 120 YES E E E CONTINUOUS OPERATION. REFER TO NOTE 6. REFER TO NOTE 6. HEAT TRACING HT4 HEAT TRACING (CONFIRM QUANTflY ON SITE) RAYCHEM 5 L2-CR PER PLAN 30 AMP BREAKER 208 REFER TO NOTE 7. NOTES: 1. ELECTRICAL CONTRACTOR TO PROVIDE ON/OFF 2, ELECTRICAL CONTRACTOR TO PROVIDE ON/OFF SWITCH AT DOOR OUTSIDE MECH, ROOM TO SHUT OFF BOILERS. T & P RELIEF VALVE. DRAIN VALVE. COMMUNICATION WIRING FROM SLAVE BOILER B-2 TO MASTER BOILER B-1. 3. T & P RELIEF VALVE. DRAIN VALVE. VACUUM BREAKER. 4. POWERED AND CONTROLLED BY BOILER B-1. 5. POWERED AND CONTROLLED BY BOILER B-2. 6. WIRED BY ELECTRICAL CONTRACTOR. PUMP SHALL HAVE CSAtUs LISTING (PROVIDE CSA/US NAME PLATE ON PUMP). FLOAT SWITCH TO BE UL LISTED. 7, HEAT TRACING IS SUPPLIED BY MECHANICAL CONTRACTOR. HEAT TRACING IS INSTALLED AND POWERED BY ELECTRICAL CONTRACTOR. SELF-REGULATING HEAT TRACING MAINTAINS PIPE ABOVE 40 °F. END OF SCHEDULE GAS REGULATOR SCHEDULE , REGULATOR NUMBER DESCRIPTION LOAD (MBH) PIPE INLET SIZE (INCH) INLET PRESSURE (PSI) _ OUTLET PRESSURE (INCH W.C.) MAKE/MODEL 1 COMMERCIAL KITCHEN 638.2 1-1/4 2 7 MAXITROL 325-7AL 2 COMMERCIAL DRYER 165 i 2 7 MAXITROL 325-3L 3 INDOOR FIREPLACE 100 i 2 7 MAXITROL 325-3L 4 LEVEL 5 BBQ#1 42 i 2 7 MAXITROL 325-3L 5 LEVEL 5 FIREPIT 80 i 2 7 MAXITROL 325-3L 6 LEVEL 5 BB0/12 42 i 2 7 MAXITROL 325-3L 7 ROOFTOP BOILER ROOM 1,000 1-1/4 2 7 MAXITROL 325-7AL 8 MUA-R-1 200 i 2 7 MAXITROL 325-3L 9 MUA-R-2 200 i 2 7 MAXITROL 325-3L 10 MUA-R-3 (COMMERCIAL KITCHEN ROOFTOP UNIT) 320 .8 i 2 7 MAXITROL 325-5L TOTAL 2,787.8 PIPE N ATERIAL AND INSULATION SCHEDULE PIPING SERVICE (TEMPERATURE) DOMESTIC HOT WATER AND DOMESTIC HOT WATER RECIRCULATION (105F & GREATER) DOMESTIC COLD WATER (40F) DOMESTIC WATER APARTMENTS & RISERS INSULATION TYPE CONDUCTIVITY (BTU/IN / HR X SQ FT X F) RIGID GLASS FIBER POLYETHYLENE OR CELLULAR FOAM (0.24 - 0.28) RIGID GLASS FIBER POLYETHYLENE OR CELLULAR FOAM (0.23-0.27) PIPE MATERIAL INSULATION THICKNESS PIPE MATERIAL INSULATION THICKNESS PIPE MATERIAL SERVICE BRANCHES SHORTER THAN 12 FEET LONG AND 2-INCHES IN DIAMETER & SMALLER TYPE L COPPER/UPONOR WIRSBO AQUAPEX 0.50 TYPE L COPPER/UPONOR WIRSBO AQUAPEX 0.50 1Y4" AND SMALLER TYPE L COPPER/UPONOR WIRSBO AQUAPEX 1.0 TYPE L COPPER/UPONOR WIRSBO AQUAPEX 0.50 1 y6" 2" 2h" f , TYPE L COPPER/UPONOR WIRSBO AQUAPEX 1.5 TYPE L COPPER/UPONOR WIRSBO AQUAPEX 1.0 3" TYPE L COPPER/UPONOR WIRSBO AQUAPEX 1.5 TYPE L COPPER/UPONOR WIRSBO AQUAPEX 1.0 UPONOR WIRSBO AQUAPEX 4" STAINLESS STEEL/TYPE L COPPER 1.5 STAINLESS STEEL/TYPE L COPPER 1.0 6" STAINLESS STEEL 1.5 STAINLESS STEEL 1.0 FITTINGS COPPER: WROUGHT COPPER LESS THAN 0.2% LEAD CONTENT SOLDER SS: MECHANICAL GROOVE COPPER: WROUGHT COPPER LESS THAN 0.2% LEAD CONTENT SOLDER SS: MECHANICAL GROOVE WIRSBO: EP FITTINGS FOR PLASTIC RAIN LEADERS WASTE AND VENT (BURIED) WASTE (LEVEL 1 TO ROOF) VENT (LEVEL 1 TO ROOF) VENT ABOVE GRADE (PENETRATIONS THROUGH RATED FLOOR/CEILING) FOOTING DRAIN TILE PIPE MATERIAL PIPE MATERIAL PIPE MATERIAL PIPE MATERIAL PIPE MATERIAL PIPE MATERIAL i CAST IRON OR ABS OR PVC SCHEDULE 40 ABS OR PVC DWV CAST IRON OR ABS OR PVC SCHEDULE 40 ABS SCHEDULE 40 ABS WITH LISTED APPROVED FIRE STOP SYSTEM PVC SDR (PERFORATED ON SIDE h" HOLES 0 12" O.C.) NO HUB CLAMPS/SOLVENT WELD SOLVENT WELD NO HUB CLAMPS/SOLVENT WELD SOLVENT WELD SOLVENT WELD PVC SOLVENT WELD NATURAL GAS (2 PSI) PIPE MATERIAL SCHEDULE 40 IRON PIPE - ASTM A53 MALLEABLE IRON SCREWED UP TO 2"0. WELDED JOINTS 2»"' AND LARGER NATURAL GAS (LESS THAN 2 PSI) PIPE MATERIAL SCHEDULE 40 IRON PIPE - ASTM A53 MALLEABLE IRON SCREWED UP TO 2"0. WELDED JOINTS 2]»"' AND LARGER IRRIGATION PIPING TO STUB OUTS PIPE MATERIAL TYPE L COPPER LEAD FREE SOLDER CONDENSATE PIPE MATERIAL CPVC OR COPPER TYPE M CPVC: SOLVENT WELD COPPER: WROUGHT COPPER LESS THAN 0.2% LEAD CONTENT SOLDER DUCTILE IRON: VICTAULIC AWWA SEPARATE PERMIT RE UIRED FOR: Mechanical Electrical Plumbing El Gas Piping City of Tukwila BUILDING DIVISION cpax y�rsa,��r, APPLICABLE CODES 2015 UNIFORM PLUMBING 2015 INTERNATIONAL FUE 2015 WASHINGTON STATE CODE WITH WASHINGTON STATE AMENDMENTS L GAS CODE WITH WASHINGTON STATE AMENDMENTS ENERGY CODE LEGEND CONDENSATE RISER # STORM RISER # SANITARY RISER # WATER RISER # EQUIPMENT IDENTIFIER DOMESTIC COLD WATER (CW) DOMESTIC HOT WATER (HW) DOMESTIC HOT WATER RECIRCULATION (HW RECIRC) - PLUMBING VENT ----.- 5 RL -- - SANITARY SEWER RAIN WATER LEADER OL OVERFLOW RAIN WATER LEADER CRL COMBINED RAIN WATER LEADER ST STORM SEWER - -'GW- - r- GREASE WASTE (PIPED TO GRAVITY GREASE INTERCEPTOR) G GAS (LOW PRESSURE) MPG- MEDIUM PRESSURE GAS IRR FA FB TA DN VTR FU INV. EL./I.E. KS / DW LAV WC BT SH CW IRRIGATION FROM ABOVE FROM BELOW TO ABOVE DOWN VENT THROUGH ROOF FIXTURE UNITS INVERT ELEVATION (BOTTOM OF PIPE KITCHEN SINK & DISHWASHER LAVATORY WATER CLOSET BATHTUB SHOWER CLOTHES WASHER REVIEWED FOR CODE COMPLIANCE APPROVED MAY24ZO tkA City of Tukwila BUILDING DIVISION DRAWING LIST PO.O P0.1 P1.OA P1.OB P1.1A P1.1B P1.2A P1.28 P1.3A P1.3B P1.4A P1.48 P1.5A P1.5B P1.6A P1.6B P1.7A P1.78 P1.8A P1.8B P1.9 P1.10 P1.11 P1.12 P1.13 P1.14 P1.15 P1.16 P1.17 P1.18 P1.19 PLUMBING COVER PAGE SCHEDULES & CALCULATIONS FLOOR PLAN - UNDERSLAB A FLOOR PLAN - UNDERSLAB B FLOOR PLAN - LEVEL 1 A FLOOR PLAN - LEVEL 1 B FLOOR PLAN - LEVEL 2A FLOOR PLAN - LEVEL 2B FLOOR PLAN - LEVEL 3A FLOOR PLAN - LEVEL 3B FLOOR PLAN - LEVEL 4A FLOOR PLAN - LEVEL 4B FLOOR PLAN - LEVEL 5A FLOOR PLAN - LEVEL 5B FLOOR PLAN - LEVEL 6A FLOOR PLAN LEVEL 68 FLOOR PLAN - LEVEL 7A FLOOR PLAN - LEVEL 7B FLOOR PLAN - ROOF 8A FLOOR PLAN - ROOF 8B WATER PIPING DIAGRAM WATER SUPPLY RISER DIAGRAMS WATER SUPPLY RISER DIAGRAMS WATER SUPPLY RISER DIAGRAMS WASTE & VENT RISER DIAGRAMS WASTE & VENT RISER DIAGRAMS WASTE & VENT RISER DIAGRAMS CONDENSATE RISER DIAGRAMS GAS RISER DIAGRAM DETAILS DETAILS Ptyiq• PG1 9-005 RECEIVED CITY OF TUKWIL L APR 0 3 201,E PERMIT CENTER [1/a OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 SEA1TLE, WA 98168 FACSIMILE 206-6744564 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 APR 0 1 2019 SUBMITTALS/REVISION 5 DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 PLUMBING PERMIT SET 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET DRAWING TITLE PLUMBING COVER PAGE DATE APRIL 1, 2019 DRAWN BY PD SCALE NOT TO SCALE Pomo KITCHEN - MECHANICAL, ELECTRICAL & PLUMBING SCHEDULE rnEm NO QTY EQUIPMENT CATEGORY MANUFACTURER MODEL NU t EQUIPMENT REMARlCB i 1na!g REMARlCB 11101111 di gg 1 gg Dg 11 Dg g wg g g PLUMING REMARICB ITEM NO K1 1 MOP BUCKET - - BY OWNER - - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ ... - K1 K2 1 MOP SINK do FAUCET - - BY PLUMBING CONTRACTOR - - _ - - - - - - - _ _ _ _ _ - - VERIFY PLUMBING REQUIREMENTS K2 K3 1 SHELVING, WIRE, MOBILE METRO 1430NK3 CHEMICAL STORAGE - -- - - - _ - - _ - -- I{3 K4 2 CART, UTILITY LAKESIDE 522 - - - - - - - - - - _ K4 K5 1 SHELVING. WIRE, MOBILE METRO 2448NK3 - - - - - - - -. - - _ 1 " K5 K6 1 HAND SINK, WALL MOUNT ADVANCE TABCO 7-PS-62 - - - - - - - - - -- - 0.5 18 0.5 18 1.5 - - - - - ` - K6 K6.1 1 FUND SINK, WALL MOUNT ADVANCE TABCO 7-PS-62 - - _ - - - .... _ - - - 0.5 18 0.5 18 1.5 - - - - - T K6.1 K6.2 1 HAND SINK. WALL MOUNT ADVANCE TABCO 7-PS-62 - -- - - _ ... _ _ - _ _ 0.5 18 0.5 18 1.5 - - - - - - K6.2 K6.3 1 HAND SINK, WALL MOUNT ADVANCE TABCO 7-PS-62 - - - _ _ _ _ _ _ _ .,,. 0.5 18 0.5 18 1.5- - - - -- _ K6.3 K7 6 TRASH CAN - - BY OWNER _ - _ _ _ - _ _ _ _ ' K7 K8 1 EYE WASH STATION T & S BRASS EW-73608-T1AV - - .- _ _ _ _ _ _ _ _ 0.5 18 0.5 18 1.5 - - -- - _ _ K8 K9 1 POT RACK. WALL MOUNT ADVANCE TABCO GW-36 - - _ - ... _ _ _ _ _ _ _ _ _ _ _ K10 1 UTENSIL SINK NATIONWIDE FABRICATION UT-SNK - - - - - - --- - - - K10 K10.1 2 FAUCET, POT FILLER, WALL MOUNT T & S BRASS B-0290 - - - -- - - - _ _ _ _ 0.75 18 0.75 18 -- - - -- - - - KIO.1 K10.2 3 TWIST WASTE VALVE T & S BRASS B-3952 - - _ _ _ _ _ _ _ 2.0 - - - - K10.2 K11 5 DOLLY. DISHRACK CAMBRO CD2020615 - - - - - - - - - - - K11 K12 1 DOLLY. DISHRACK METRO PCD11A - - - - - - - - - - - - K12 K13 1 CLEAN DISH TABLE NATIONWIDE FABRICATION CDT - - - - - - _ - - - _ - K13 K14 1 DISHRACK. SLANTED, WALL MOUNTED NATIONWIDE FABRICATION DSHRK-SLNT-WM - - - - - _ - _ - - - - K14 K15 1 WAREWASHER, RACK CONVEYOR JACKSON WWS RACKSTAR 44CE - 51.3 15.0 208 3 60 X - - 63 - 0.5 12 0.5 62 - - 1.5 - - - - K15 - - - - - - 47.7 18.0 208 3 60 X - - 63 - _ - K16 1 CONDENSATE HOOD, TYPE II CAPTIVE AIRE CUSTOM - - - - - _ - - - - - REFER TO BUILDING WORKS PLAN - Kt6 K17 1 SOILED DISH TABLE NATIONWIDE FABRICATION SDT W/SORTING RACK - - - -- - - - - - - 1.0 - - _ _ K17 K17.1 1 PRE -RINSE FAUCET. WALL MOUNT T do S BRASS 13-0133 Al2-CCB - - - - - - - - - - - 0.5 18 0.5 18 ` _ _ _ _ _ _ - K17.1 K17.2 1 DISPOSER, GARBAGE IN -SINK -ERATOR SS-200-7-MRS - 3.6 - 208 3 60 X - - 25 - 0.5 18 - - 2.0 20 - - - - - K17,2 K8 K18 2 r TRASH CAN, MOBILE - - BY OWNER - - - - _ _ _ - _ - -- K19 1 REFRIGERATOR, REACH -IN DELFEELD GBR1 P-S - 4.2 - 115 1 60 - X 5--15P 50 - - - - - - - - _ r - - - K19 K20 1 TOASTER, CONVEYOR HATCO TQ-400 - 15.0 1.8 120 1 60 - X 5-15P 50 - - _ - - - - - - _ - - K20 K21 - SPARE NUMBER - - - _ _ _ _ _ _ _ - ,... _ - - K21 K22 K22 1 SHELF WALL MOUNTED NATIONWIDE FABRICATION SHLF-WM - - _ _ _ _ _ _ _ - _ - - _ - _ _ _ _ _ _ _ K23 1 WORK TABLE NATIONWIDE FABRICATION TBL-WK - - _ - - - - - - - - - - - - - - - - - - _ K23 K24 K24 1 DROP -IN. WATER & ICE STATION DELFIELD 204P - - - - - - - _ - - - 0.5 18 - - - - 1.0 - _ - K25 1 SODA DISPENSER LANCER LANCER-4500 BY OWNER 3.0 - 115 1 60 - X 5-15P 50 VERIFY ELECTRICAL REQUIREMENTS _ VERIFY PLUMBING REQUIREMENTS K25 K26 1 COFFEE MAKER. INSULATED SERVER. AUTOMATIC CURTIS CO.. WILBUR TP15T BY OWNER - -- - - - - - - - ` _ K26 K27 1 JUICE DISPENSER BUNN JDF--4S BY OWNER 6.0 - 120 t 60 - 5-15P 50 VERIFY ELECTRICAL REQUIREMENTS 0.375 50 - - - - - - --- - VERIFY PLUMBING REQUIREMENTS K27 8 K28 1 ICE CREAM FOUNTAINETTES IrAASTERBILT FLR-60 W/ DIPPER WELL 7.5 - 115 1 60 _ - X 5-15P 12 - - - - - - - 0.75 - - - - K29 2 POS PRINTER - - BY OWNER - - - - - - - - - VERIFY ELECTRICAL REQUIREMENTS r - K29 K30 1 SHELF WALL MOUNTED NATIONWIDE FABRICATION SHLF -WM - - - - • _ _ - - •-- - _ K30 K31 1 ICE MAKER W BIN / MANITOWOC ICE IDT0450A W D400 BIN / 11.9 - 115 1 60 � X - - 60 - 0.375 6D1.0 - - - - _ ... - - K31 K31.1 K31.1 1 WATER TREATMENT SYSTEM TERRY SM2/TFH2OSYS - - _ - - _ _ _ r _ _ _ - K31.2 1 FLOOR TROUGH ADVANCE TABCO FIG-1230 BY PLUMBING CONTRACTOR - - - - - - 4.0 VERIFY PLUMBING REQUIREMENTS K31.2 K32 K32 1 REFRIGERATOR. SANDWICH/SALAD PREP DELFTELD 4448N-12 - _ 6.3 - 115 1 60 - - 5-15P 12 - w - K33 1 SHELF WALL MOUNT NATIONWIDE FABRICATION SHLF-WM - -- - - - - - - -. - - _ K33 K34 1 PREP SINK NATIONWIDE PREP SINK - - - - - - - - - -- - K34 K34.1 1 FAUCET, WALL MOUNT T do S BRASS B-0231 - - .- _ _ _ _ _ _ _ _ r 0.5 18 0.5 18 - - -- - - - - K34.1 K34.2 K34.2 2 WASTE DRAIN VALVE T do S BRASS 8-3952 - - - - - _ _ _ _ _ _ 2.0 - - - - K35 1 WALK-IN COOLER KOLPAK CUSTOM - - -- - - - - - - - REFER TO BUILDING WORKS PLANS r 1.0 - - - - K35 J K35.1 1 SHELVING, WIRE, MOBILE METRO 2460NK3 - _ - - - - - - - `_ - - - - K35.1 K35.2 3 SHELVING, WIRE, MOBILE METRO 2448NK3 - - _ _ _ _ _ _ _ :- _ K35.2 K35.3 1 SHELVING. WIRE, MOBILE METRO 1860NK3 -- - - - - - - - - - - - K35.3 K36 3 BUN PAN RACK SPG 4H1200 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ K36 K37 K37 1 WALK-IN FREEZER KOLPAK CUSTOM - -- - - - - - - - - REFER TO BUILDING WORKS PLANS - - -- - - -- 1.0 K37.1 4 SHELVING, WIRE, MOBILE METRO 1854NK3 - - - - - - - - - - - -- - - - - - - - - -. _ K37,1 K37.2 K37.2 1 SHELVING, WIRE, MOBILE METRO 1830NK3 - - - - - - _ - ~ - - _ - - - - _ - - - _ - - K38 1 SUCER, FOOD UN/VEX 4612 - 1.9 - 115 1 60 - X - 50 - - K38 38.1 K38.1 K38.1 1 STAND. SUCER, MOBILE NEW AGE - 99217 - - _ _ _ _ _ _ _ _ _ _ -- K39 1 RACK. CAN NEW AGE INDUSTRIAL 1250CK - - _ _ _ _ _ _ _ _ _ _ - T - K39 K40 7 SHELVING, WIRE. MOBILE METRO 2460NK3 - - - - - - - - - - _. _ _ K40 K41 1 FOOD PROCESSOR ROBOT COUPE R2NCLR - 7.0 - 120 1 60 - X 5-15P 50 - - K41 K42 1 WORK TABLE NATIONWIDE FABRICATION TBL-WK - _ - _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ K42 K43 1 POT RACK, WALL MOUNT ADVANCE TABCO GW-72 - - - .._ _ _ _ - - - _ K43 K44 1 WORK TABLE NATIONWIDE FABRICATION TBL-WK - _ _ _ _ _ _ _ _ _ _ -- K44 K45 1 SHELF WALL MOUNTED NATIONWIDE FABRICATION SHLF-WM - - - _ _ _ _ ..ram _ _ _ K45 K46 3 BIN. INGREDIENT CAMBRO IBS27148 - - - - - - -- - - - - -- K46 K47 1 MIXER, FLOOR GLOBE FOOD EQUIPMENT SP4O - 12.0 - 220 t 60 - X L6-30P _ 25 - v - K47 K48 K48 1 CABINET, MOBILE, WARMING HOLDING CRES COR 121-PH-18180 - 16.0 1.9 120 1 60 - X 5-20P 25 - _ K49 2 CARRIER. FOOD CAMBRO UPCH400191 - 2.0 - 110 1 60 - X 5-15P 12 - , - K49 K49.1 1 DOLLY. CATERING EQUIPMENT CAMBRO CD4006i 5 - - - - - - - - - - - - - -- - -- - - - - - - K49.1 K50 1 OVEN -STEAMER, COMBINATION, GAS CONVOTHERM USA C4ET 6.20 GS W/STAND 7.5 0.5 120 1 60 X - - 25 - 0.75 18 - - - - v 2.0 - 0.5 16 - K50 - _ _ - - _ _ _ _ _ _ _ _ - _ _ 0.75 18 - - - - - - - - - K51 1 TILT SKILLET CLEVELAND RANGE SET-15 W/STAND & DBL PANTRY FAUCET 20.5 7.4 208 3 60 X - - 25 - - 0.5 18 r 0.5 18 - - K51 K51.1 1 FLOOR TROUGH ADVANCE TABCO FTG-1830 BY PLUMBING CONTRACTOR - - - -- - - - - - - - _ - - 4.0 VERIFY PLUMBING REQUIREMENTS K51.1 K52 1 EXHAUST HOOD. TYPE I CAPTIVEAIRE CUSTOM - - - - - - - - - - REFER TO BUILDING WORKS PLANS - K52 K53 K53 2 FRYER, DEEP FAT, GAS FRYMASTER GF14 WITH MOBILE FILTER 9.0 - 120 1 60 - X 5-15P 25 ELEC. FOR FILTER - - - - - - - - 0.75 16 - K54 1 BROILER, UNDER-FIRED/GAS GARLAND GD-24RBFF W/STAND - - - - - - - - - - 0.75 16 - K54 K55 1 RANGE. RESTAURANT, GAS VULCAN 72SC-6B36G WITH SALAMANDER � 4.0 - 115 1 60 - X 5-15P 25 - " 1.0 16 - K55 K56 4 HEAT LAMP, DECORATIVE HATCO DL-750 - , 2.0 0.2 120 _ 1 60 X - - - DROP FROM CEILING _ K56 K57 _ 1 FREEZER, UNDERCOUNTER, COMPACT DELF1ELD 407CA - 5.8 - 115 1 60 - X 5-15P - PREWIRED ON CHEFS COUNTER - K57 K58 1 CHEF'S COUNTER NATIONWIDE FABRICATION CHF-CTR - 125.0 - 208 3 60 X - - 14 SINGLE POINT CONNECTION; SEE LOAD CENTER NOTE; STUB UP FROM FLOOR `- K58 K58.1 1 FAUCET, DECK MOUNT T do S BRASS 8-0221 - -- - - - - - - - - - 0.5 18 0.5 18 - K58.1 K58.2 1 WASTE DRAIN VALVE T do S BRASS B-3952 - _ _ _ _ ._ _ _ _ _ _ 2.0 - - - _ K58,2 K59 1 WORK TABLE CABINET BASE NATIONWIDE FABRICATION WRK-TB-CB - - - - - -_ - - - r - - ` - - K59 K60 - SPARE NUMBER - - _ _ _ _ _ _ _ _ _ _ _ K60 K61 K61 1 WORK TABLE, CABINET BASE NATIONWIDE FABRICATION TBL-WK-CB-NT NO TOP - - - - - - - - - - - K61.1 1 SINK, DROP -IN ADVANCE TABCO DI-1-10SP W/SPLASH GUARD - _ - - - -- - - .- 0.5 18 0.5 18 1.5 - - - - - -- K61.1 K62 r 1 WORK TABLE CABINET BASE NATIONWIDE FABRICATION TBL-WK-CB-NT NO TOP - - - - - - - - - -- - _ _ _ - ._ ' _ _ _ _ ' _ K62 K62.1 - QUARTZ COUNTERTOP - - BY GC - - _ - - -- - - - - - _ K62.1 K63 1 DROP -IN, COLD WELL HATCO CWB-1 - 6.7 0.8 120 1 60 - X 5-15P - PREWIRED ON CHEF'S COUNTER 1.0 - - - - K63 K64 1 DROP -IN, HOT WELLS, INSULATED HATCO HWBI-2MA - 10.1 - 208 3 60 X - - - PREWIRED ON CHEFS COUNTER 0.25 18 - - - - - 1.0 - - - - K64 K65 1 REFRIGERATOR, UNDERCOUNTER, COMPACT DELFIELD 406CAP - 4.0 - 115 1 60 - X 5-15P - PREWIRED ON CHEF'S COUNTER _ K65 K66 K67 - 1 1 ,OVEN. CARVING STATION. PORTABLE H HATCO DCSB400-2420-1 - 6.3 0.8 120 1 60 - X 5-15P - PREWIRED ON CHEF'S COUNTER - - - - - - _ _ _ _ _ K68 MICROWAVE ACP, INC. RCSIODSE - 13.0 1.6 120 1 60 - X • 5-15 - PREWIRED ON CHEFS COUNTER w _ - K67 K68 2 DROP -IN DISPENSER. PLATE. HEATED LAKESIDE 6010 - I - 3.8 0.8 120 ► 1 60 r - X 1 5-15P - v _ PREWIRED ON CHEF'S COUNTER � K68 K69 1 ROOM SERVICE CART LAKESIDE 5510 12 TRAY - _ _ ._ _ _ _ _ _ - _ ♦ Vr I K69 K70 1 WARMER. DRAWER TYPE HATCO HOW-28 - 7.5 0.9 120 1 60 - X 5-15P 25 - - - K70 K71 2 DROP -IN, HOT WELLS WELLS SS-10TDU - 6.9 0.8 120 1 60 X - - 25 - K71 K72 18 CORNER GUARD, S/S NATIONWIDE FABRICATION CG-L - - - - - - - - - _ - 1K72 ITEM NO C1 C2 C3 C4 C5 1 1 EQUIPMENT CATEGORY SPARE NUMBER COFFEE BREWER REFRIGERATOR, UNDERCOUNTER, DUAL ZONE PO5 ICE MAKER W/ BIN MANUFACTURER PERUCK CUSTOM MANITOWOC ICE MODEL NUMBER HC48WS UDEOO65A BISTRO - MECHANICAL, ELECTRICAL & PLUMBING SCHEDULE eotIRENr REMARICS BY OWNER GLASS DOORS BY OWNER 2.8 5.3 115 115 11: 60 - X e0 5-15P 5-15P ig 12 12 ELEC VERIFY ELECTRICAL REQUIREMENTS VERIFY ELECTRICAL REQUIREMENTS C5.1 C8 C7 C8 C9 C10 C11 C12 C13 1 1 1 WATER TREATMENT SYSTEM CASEWORK DOLLY. DISHRACK HAND SINK FREEZER. UNDERCOUNTER. COMPACT SPARE NUMBER WAREWASHER. UNDERCOUNTER. HIGH TEMP DUMP SINK TEA BREWER TERRY CAMBRO DELF1ELD JACKSON WWS SMK1/TFH1OSYS CD2020615 407CA DISHSTAR HT BY GC BY PC BY PC BY OWNER 5.8 37.2 120 208 60 , - X 60 X - 5-15P 12 8 VERIFY ELECTRICAL REQUIREMENTS 1g 0.375` 0.5 Ng ga 1$ 18 - • ig 1.0 11 s$ REMARKS VERIFY PLUMBING REQUIREMENTS ` ITEM NO Cl C2 C3 C4 C5 4 0.5 4 1.5 VERIFY PLUMBING REQUIREMENTS VERIFY PLUMBING REQUIREMENTS VERIFY PLUMBING REQUIREMENTS C5.1 C6 C7 C8 C9 C1❑ C11 C12 C13 M MC FAMILY KITCHEN & PANTRY - MECHANICAL, ELECTRICAL & PLUMBING SCHEDULE ITEMegg NO QTY EQUIPMENT CATEGORY (MANUFACTURER MODEL Nl UIPMENT EQRELWIKI3 i 1 1 i / i 1 RE'1AAR1� s < :1 4 PL�IIIABNG REMARKS ITEM NO NO M1 3 INDUCTION WARMER. DROP -IN COOKTEK 660801 - 6.0 - 120 1 60 - X 5-15P 25 - - - - - - - - - - - - -M1 M2 1 DROP -IN, DISH DISPENSERS. HEATED LAKESIDE 6010 - 3.8 0.4 120 1 60 -- X _ 5-15P 12 - - - - - - - - r - - - - M2 M3 - SPARE NUMBER - - _ _ _ _ _ _ ...." _ _ _ _ _ _ - _ _ _ _ _ _ - _ '_ M3 M4 1 INDUCTION RANGE. COUNTERTOP VOLLRATH 59300 - 15.0 1.8 120 1 60 - X 5-15P 48 CONV. OUTLET IN FOH - - - - -. - _ _ _ _ _ M5 1 WAFFLE BAKER, ELECTRIC WARING COMMERCIAL WW250X - 20.0 - 120 � 1 60 - X 5-20P 48 OUTLET IN FOH - -- - - - -- - _ - - - - - - _M4 M5 M6 1 TOASTER. CONVEYOR HATCO T0-10 - r 15.0 1.8 120 1 60 - X 5-15P 48 CONY. OUTLET IN FOH - - - � - - - - I - - - - M6 M7 1 SHELVING. WIRE, MOBILE METRO 2448NK3 �- - - - - _ - r �, - - - .- _ _ - _ _ _ _ _ _ _ _ _ _ M7 M8 1 SINK, DROP -IN - BY PC - - _ _ _ - _ _ _ _ _ _ _ _ - _ ... _ _ _ _ _ M8 M9 - CASEWORK - CUSTOM BY GC _ _ _ _ _ _ _ _ _ _ _ _ ... _ _ r .. _ _ _ _ _ ' _ M 10 1 HAND SINK, WALL MOUNT ADVANCE TABCO 7-PS-62 - - - - r - - - - - - -- 0.5 18 0.5 18 1.5 - - - - - - `M9 M10 M 11 m 1 TRASH CAN - - BY OWNER - - _ _ _ _ `_ _ _ _ _ _ _ _ _ _ _ ,.,. _ _ _ _ Mi1 M12 1 REFRIGERATOR/FREEZER. DUAL -TEMP DELFIELD �GADBR1 P-SH - 6.0 - 115 1 60 - X 5-15P 50- - _ _ _ _ _ _ _ _ _ ' _ M12 M13 1 ICE MAKER, NUGGET STYLE MANITOWOC ICE CNF0202OA - 10.3 - 115 1 60 -rX 5-15P 50 - 0.375 50 - _ - - - 0.75 - - - - M13 M 13.1 1 WATER TREATMENT SYSTEM TERRY SM K 1 /TFH 10SYS - - - - - - - - - - _ _ _ .. _ _ _ _ _ _ _ _ M 14 1 JUICE DISPENSER CUSTOM - BY OWNER _ - - ... _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .M13.1 Mt4 M15 2 DOLLY, DISHRACK CAMBRO CD2020615 - - - - - - - - - - _ ... _ _ _ _ _ _ _ _ _ M16 M16 1 COFFEE BREWER CUSTOM - 8Y OWNER _ - _ _ _ _ _ _ ' _ - _ _ - - - - - _ _ - M16 M17 1 WORK TABLE NATIONWIDE FABRICATION TBL-WK - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ - - M17 ' M 17.1 1 FAUCET, DECK MOUNT T do S BRASS B-0325 - - - - _ - - I - - -- - - r 0.5 18 0.5 18 - - - - - - - M 17. i M 17.2 1 WASTE DRAIN VALVE T & S BRASS B-3952 - - - - - - - - - _ ._ 2.0 - - - _ M17.2 M 1 B 1 DISH RACK WALL MOUNT NATIONWIDE FABRICATION DSHRK-WM - - - - _ - I - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ M18 M19 1 DISH TABLE, UNDERCOUNTER NATIONWIDE FABRICATION DSH-TBL-UC - - - - - - - - _ ... - - - _ _ ... _ _ . _ _ _ _ _ r _ _ _ _ M19 M20 1 WAREWASHER, UNDERCOUNTER, HIGH TEMP JACKSON WWS DISHSTAR HT _ 37.2 - 208 1 60 X - - 8 - 0.5 4 0.5 4 - - 1.5 - - - - M20 M20.1 1 PRE -RINSE FAUCET, WALL MOUNT T do S BRASS B-0133-Al2-CC8 -- - _ _ _ _ _ _ _ _ _ 0.5 ~ 18 0.5 18 - - - - -- - - M20.1 M21 1 DISPOSER, GARBAGE - IN-SINK-ERATOR LC-50 - 5.8 - 115 1 60 X - - 24 - - - - - 1.5 14 - - - - - M21 M22 1 TRASH CAN, MOBILE -- - BY OWNER - - - - -- - - - w - _ _ _ _ _ _ _ _ _ _ _ _ M22 M23 1 DOLLY, DISHRACK METRO PCD11A - - - - - -- - - - - _ _ _ _ - _ ._ _ - _ ' - _ - _ _ M23 M24 1 REFRIGERATOR, RESIDENTIAL - - 8Y OWNER - - - - - - - - - - -- _ _ _ _ _ _ _ _ _ _ M24 M25 1 WALL OVEN CONV/MICRO, RESIDENTIAL - - BY OWNER - - - r _ r _ _ _ , _ - _ _ _ ... _ _ _ _ - _ - - _ _ _ _ - _ ' M25 APPLIANCE NUMBER 1 2 3 4 OM NATURAL GAS CALCULATIONS APPLIAN CE L a.A DOMESTIC HOT WATERBOILER (B-1) DOMESTIC HOT WATER BOILER (B-2) MAKE-UP AIR UNIT t 1) MAKE-UP AIR UNIT (MUA-R-2) CALCUMON ODLOnjTOON L0CA TION ROOF BOILER ROOM ROOF BOILER ROOM ROOF ROOF NATURAL GAS NM (EThI) 500,000 500,000 200,000 200,000 5 8 7 8 9 10 11 12 13 14 15 MAKE-UP AIR UNIT (MUA-R-3) BBC) GRILL #1 BBC) GRILL #2 OUTDOOR FIRE PIT INDOOR FIREPLACE COMMERCIAL DRYER COMBINATION OVEN STEAMER (K-50) FRYER #1 (K-53) FRYER # 2 (K-53) GAS CHARBROILER (K-54) GAS RESTAURANT RANGE (K.55) LOCATION P0F LEVEL 5 RF LEVEL 3 TOTAL US Law (Milli ROOF LEVEL 2 DEC K F: O 0 F TOTAL POINT OIT WECIION MC 61 VON !MC 62 WON PO© LUMENS FDMIRIE FLOM OH K5 1.1131.2) NOP SONIC ow) PRIMINE OINK pcizit) UMBEL SONIC Ka) POT FILM NE mem DECK SONIC (X 2 POC TOTAL ROOF LEVEL 5 ROOF PA110 LEVEL 5 ROOF PAT10 LEVEL 5 ROOF PATIO LMNG 111 COMMERCIAL KITCHEN 122 COMMERCIAL KITCHEN COMMERCIAL KITCHEN 124 COMMERCIAL KITCHEN 124 COMMERCIAL KITCHEN 125 COMMERCIAL KITCHEN 126 247,137 42,000 4Z000 80,000 100,000 165,000 68,200 100,000 100,000 60,000 310,000 2,714,337 STORM WATER CALCULATIONS STORM AREA CALCULA TAG NU ER AREA 2285 2 2240 3 2250 4 2025 2075 1895 7 8 9 2385 285 10 285 11 295 12 280 13 245 14 140 15 235 16 140 17 18 255 55 19 go 2o 150 21 22 115 405 465 24 495 25 530 213 570 27 630 AREA 28 TAN 9+10+18+19 1+2+11+12+13+14 15+16+23 3+4+5+22+24+26 25+27 6+7+8+17+20+21+28 WA (SF) TOTAL GREASE INTERCEPTOR SIZING LOCATOON COMMERCIAL KITCHEN 122 COMMERCIAL KITCHEN 123 COMMERCIAL KITCHEN 124 COMMERCIAL KITCHEN 125 COMMERCIAL KITCHEN 126 COMMERCIAL KITCHEN 127 CALCuLATIoNs (1X2) PRIME UNITS 3 3 3 3 3 3 215 22700 ANEA 715 5465 830 7820 1160 6710 22700 FIEURIE WNW 2 TOTAL FIXTURE 3 3 3 3 DUMP SONIC (KA PREP NOTES: WIC F449) COMMERCIAL KITCHEN 128 COMMERCIAL KITCHEN 129 TOTAL SWINE UN 3 3 I) GREASE INTERCEPTOR SIZED PER 2015 UPC TABLE 1014.3.6 - GRAVITY GREASE INTERCEPTOR SONG 2) BASED ON A TOTAL OF 30 MURES uNns, A 1,000 GALLON GREASE INTERCEPTOR REQUIRED 3 3 30 PG1 9-0054 SANITARY SEWER CALCULATIONS .RESIDENTIAL UNIT TYPE MC.1 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER FIXTURE QTY SANITARY SEWER CALCULATIONS FIXTURE UNITS PER FIXTURE 3 2 2 23 23 23 3 FLOOR LEVIL 4 6 • 7 TOTAL FIXTURES 23 23 23 TOTAL 7 FIXTURE UNITS .RESIDENTIAL UNIT TYPE MC.2 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER FIXTURE QTY RESIDENTIAL UNIT TYPE MC.3 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER FIXTURE FIXTURE UNITS PER FIXTURE 3 2 FIXTURE UNITS PER FIXTURE 3 2 FLOOR LEVEL _ _ 2 3 FLOOR LEVEL 4 0 6 7 TOTAL FIXTURES 3 3 3 TOTAL FIXTURES 69 23 46 138 (A) TOTAL FIXTURE UNITS 9 3 6 18 TOTAL FIXTURE UNITS 3 2 (C) 'RESIDENTIAL UNIT TYPE A.1 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER SINK FIXTURE QTY RESIDENTIAL UNIT TYPE A.2 • FIXTURE TYPE WATER CLOSET LAVATORY SHOWER SINK FIXTURE QTY 1 FIXTURE UNITS PER FIXTURE 3 2 2 • FIXTURE UNITS PER FIXTURE 3 2 2 . FLOOR LEVEL 1 2 3 4 5 6 7 R 2 3 FLOOkIEVEL 4 5 6 7 TOTAL FIXTURES 33 TOTAL FIXTURE UNITS 99 33 33 33 33 66 66 264 TOTAL FIXTURES TU:TITASL FIXTURE 5 5 5 15 5 10 10 40 (E) =RESIDENTIAL UNIT TYPE A.3 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER SINK FIXTURE QTY • FIXTURE UNITS PER FIXTURE 3 2 2 2 3 FLOOR LEVEL 4 • • 5 6 7 TOTAL FIXTURES 5 5 5 5 TOTAL FIXTURE UNITS 15 5 10 10 'RESIDENTIAL UNIT TYPE B.1 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER SINK FIXTURE QTY RESIDENTIAL UNIT TYPE B.2 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER SINK FIXTURE QTY • FIXTURE UNITS PER FIXTURE 3 2 2 FIXTURE UNITS PER FIXTURE 3 2 2 FLOOR LEVEL 2 3 2 2 2 2 FLOOR LEVEL 4 2 2 2 2 2 2 2 2 6 2 2 2 2 7 2 2 2 2 • TOTAL FIXTURES 33 33 33 33 40 (F) TOTAL FIXTURE UNITS 99 33 66 66 TOTAL FIXTURES 10 10 10 10 264 TOTAL FIXTURE UNITS 30 10 20 20 RESIDENTIAL UNIT TYPE B.3 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER SINK FIXTURE QTY FIXTURE UNITS PER FIXTURE 3 2 2 2 FLOOR LEVEL 3 4 5 6 7 (G) 80 (H) TOTAL TOTAL FIXTURE FIXTURES UNITS 4 4 4 12 4 8 8 RESIDENTIAL UNIT TYPE C1 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER CLOTHES WASHER SINK FIXTURE QTY ,RESIDENTIAL UNIT TYPE C2 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER CLOTHES WASHER SINK 2 2 2 FIXTURE CITY 2 2 2 FIXTURE UNITS PER FIXTURE 3 2 3 2 FIXTURE UNITS PER FIXTURE 3 3 2 FLOOR LEVEL 2 3 2 2 2 2 FLOOR LEVEL 4 2 2 2 2 2 2 2 2 6 2 2 2 2 7 2 2 2 2 • TOTAL FIXTURES 33 33 33 33 40 (F) TOTAL FIXTURE UNITS 99 33 66 66 TOTAL FIXTURES 10 10 10 10 264 TOTAL FIXTURE UNITS 30 10 20 20 RESIDENTIAL UNIT TYPE B.3 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER SINK FIXTURE QTY FIXTURE UNITS PER FIXTURE 3 2 2 2 FLOOR LEVEL 3 4 5 6 7 (G) 80 (H) TOTAL TOTAL FIXTURE FIXTURES UNITS 4 4 4 12 4 8 8 RESIDENTIAL UNIT TYPE C1 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER CLOTHES WASHER SINK FIXTURE QTY ,RESIDENTIAL UNIT TYPE C2 FIXTURE TYPE WATER CLOSET LAVATORY SHOWER CLOTHES WASHER SINK 2 2 2 FIXTURE CITY 2 2 2 FIXTURE UNITS PER FIXTURE 3 2 3 2 FIXTURE UNITS PER FIXTURE 3 3 2 FLOOR LEVEL rW Cf CI C7 © C7 • 2 3 2 2 2 2 2 FLOOR LEVEL 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 2 2 2 2 2 32 (1) TOTAL FIXTURES 2 TOTAL FIXTURE UNITS 12 TOTAL FIXTURES 10 10 10 10 10 34 (J) TOTAL FIXTURE UNITS 60 20 40 30 20 170 (K) RESIDENTIAL UNIT TYPE C3 - FIXTURE TYPE FIXTURE -FIXTURE UNITS FLOOR LEVEL TOTAL TOTAL 85 PUBLIC SPACES FIXTURE TYPE WATER CLOSET URINAL LAVATORY MOP SINK SINK EYE WASH SHOWER CLOTHES WASHER DISHWASHER 4"STANDPIPE DRAIN 2"HUB DRAIN 2" FLOOR DRAIN FIXTURE UNITS PER FIXTURE 1 2 FLOOR LEVEL 3 4 5 6 7 TOTAL - TOTAL FIXTURES FIXTURE 4 3 2 2 2 3 3 8 4 4 5 1 6 1 18 3 2 0 2 2 2 1 2 0 4 0 14 2 2 • 0 2 0 7 8 3 25 2 10 3 2 5 21 28 8 9 50 4 2 30 9 16 20 84 (L) OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 SEATTLE, WA 98168 FACSIMILE 206-674-4564 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 24 2019 City of Tukwila BUILDING DIVISION APR 0 1 2019 SUBMITTALS/REV1SIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET RECEIVED CITY OF TUKWILA APR 0 3 2019 PERMIT CENTER DRAWING TITLE SCHEDULES & CALCULATIONS DATE APRIL 1, 2019 DRAWN BY PD SCALE NOT TO SCALE TOTAL FIXTURE UNITS 261 (M) P01 6"FIRE POC REFER TO CIVIL DWGS FOR CONTINUATION 4"DOMESTIC POC--------- (295 GPM) REFER TO CIVIL DWGS FOR CONTINUATION 1WIRRIGATION POC REFER TO CIVIL AND LANDSCAPE DWGS FOR CONTINUATION SHEET DOTES: STORM IDENTIFICATION TAG. 1. ALL WASTE PIPES SHALL SLOPE AT 1/4—INCH PER FOOT. 2. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. 3. NOT ALL CLEANOUTS SHOWN ON PLANS. PROVIDE CLEANOUTS PER 2015 UPC 707. FLAG 2"VENT TA 2"VENT TA 3"SAN FA 2"SAN FA 4"SAN FA h"1-1W&CW UP TO SINK h'IHW&CW FA OTE 11. --2ff IlL 4"SAN FA 3"SAN FA 4"SAN FA 2"VENT TA 4"SAN FA 2"_) 2"SAN FA h"HW&CW UP TO SINK 4"SAN FA i4"SAN FA SAN FA 3"SAN FA FA 2"VENT TA h"HW&CW FA 2"VENT 2"SAN F r -fROFLO MODEL PF92352 IN 18"x18" SUMP. 50 GPM 10' HEAD, 1/3HP, 120V/1P/60HZ, VERTICAL FLOAT SWITCH. REFER TO 2"SAN FA 4"SAN FA h*CW TA • 3*PUMPED LINE FROM 3"SAN FA ELEVATOR TO ABOVE. V-:-/ (2,075 SF) 411SAN FA 4"SAN FA \If (2,025 SF) 444C 0.111111 MUM 4"SAN 411CRL FA \=/ (2,250 SF). (2,025 SF) 12"SAN FA 2"VENT FA /-2"SAN FA 4.47 41 2"SAN FA 'WENT FA 2"SAN FA 2"VENT TA 4"SAN FA 2"SAN FA 2"VENT TA 3" 2"SAt'il FA 2"VENT1 TA • 4"SAN FA 2"VENT TA N FA 6 ,(6,55015 2"SAN FA WCO 2"VENT TA \.`Li; (2,075 SF) 4"SAN FA, 3*PUMOED LINE FROM ELEVATQR TO ABOVE. L, L-s 411SAN FA 3"SAN FA —4L 3"SAN FA STORNi 2"VOIT TA 1--:4:5:14:N'LLATAFA' 12:s4; 4"SAN 3"SAN FA. 22,:vENNTFT.A4 4"SAN FA 3"SAN FA 3"SAN FA 3''VENT TA F-6*(6,845 SF) 3"RL&OL FA (570 SF) 3"CRL FA (405 SF) (495 SF) \Lel 1111.11. MINN 4"SAN FA 2"SAN TA (6;44- 1(2) 211yENT TA • COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.8. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 3 1,644 4 3,760 6 10,700 4*S'AN FA II It INN. rit -FA (115 SF) 2"VENT TA SF) SANITARY SEWER POC 4" SANITARY CONNECTION (173 DFU) REFER TO CIVIL DWGS. FOR CONT. STORM POC 6"STORM CONNECTION (6,710 SF) REFER TO CIVIL DWGS. FOR CONT. 3*(265 SF) 1,000 GALLON OLDCASTLE PRECAST GREASE INTERCEPTOR. REFER TO P1.18 FOR CUTSHEET AND REFER TO CIVIL DWGS. FOR INTERCEPTOR LOCATION. INLET I.E. = 22.2' SANITARY SEWER POC 4" SANITARY CONNECTION (30 DFU) REFER TO CIVIL DWGS. FOR CONT. 311CRL FA (1,160 SF) STORM POC STORM POC #4 (7,820 SF) REFER TO CIVIL DWGS. FOR CONT. OUTLET LE. =23.5' SANITARY SEWER POC 1 8"SANITARY SEWER (1,400 DFU) REFER TO CIVIL DNS.' FOR CONT. WASTE SO 3"STORM CONNECTION (1,160 SF) REFER TO CIVIL DWGS. FOR CONT. SANITARY SEWER POC 4"SANITARY SEWER CONNECTION REFER TO CIVIL DWGS. FOR CONT. 125 GALLON OIL INTERCEPTOR. C/W GAS 'TIGHT ACCESS LID, OUTLET TEE CAPPED AT TOP & ELECTRONIC PRIMER DISHCARGING )i" GALLON MINIMUM PER DAY INTO INTERCEPTOR TO MAINTAIN TRAP SEAL 61x6'x6' W/ 18" EXTENSION. REFER TO P1.18 FOR CUTSHEET. STORM POC \G \OTES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS CO 1/4—INCH PER FOOT SLOPE (1) MAXIMUM WASTh FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 8 2,640 2,112 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\DE\SATE SIZING \OTE CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) % < 20 1X 41. — 90 lh 91 — 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE PG1 9-0054 RECEIVED CITY OF TUKWILA APR 0 3 2019 PERr011" CENTER OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 vED FOR APPROVED MAY 24 2019 City of Tukwila BUILDING DIVISION • AMIR 0 1 2019 SUBM1TTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - UNDERSLAB A DATE APRIL 1, 2019 DRAWN BY PD SCALE 1/8"=1'-0" 8' 16' PIOA 4" 4" SANITARY CONNECTION (30 DFU) I.E.=22.0' REFER TO CIVIL DWGS. FOR CONT. SHEET OTES: O STORM IDENTIFICATION TAG, 1. ALL WASTE PIPES SHALL SLOPE AT 1/4—INCH PER FOOT. 2. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. 3. NOT ALL CLEANOUTS SHOWN ON PLANS. PROVIDE CLEANOUTS PER 2015 UPC 707. FLAG \OTE S . i . i I 2"SAN FA 4"SAN FA »"cw TA O4"CRL FA (2,075 SF) .......4"SAN FA 4"SAN FA O3"CRL FA (2,025 SF) 4"SAN FA 2"VENT TA imsrar . MMM� MMM� MMM� : MMM. MMM� MMM. - O3 4"CRL FA (2,250 SF) .ti .ME. MMM. 011111110 4"CRL FA (2,025 SF) 2"SAN FA wcd 2"VENT TA s....- .. 2"VENT TA "SAIr.. 5 4"CRL FA (2,075 SF) 4"SAN FA, 3"PUMPED LINE FROM ELEVATOR TO ABOVE. .SAN1TARY-SSW POC 4"SANITARY SEWER (170 DFU) I.E.=25.0' REFER TO CIVIL DWGS. FOR CONT. 2"SAI4 FA 2" o - MMr MMM. MMM. MMr MM� 2"SAN FA 6"(4,100 SF) 2"SAN FA 2"SAN FA �.........2»VENtA "� �FA • 6.1.(056.18F 2"SAN FA M� 7' � � MMr �.MMM•. - _L, 2"VENT TA r i a i 4" i M..M► Mrs —6"(6,845 SF) 3"RL&OL FA (570 SF) 26 6"(7,415 SF) `m 6"(7,820 SF) Mrs MMr MMr =4 • • • MMr MMr — 3"SAN FA 2"VENT TA f{}} A. 4")SAN FA 3"SAN FA • "VENT FA 2"Skiff —FA ...w 2"SAN FA 2"ANT FA 2"SAN FA 4"SANr 1`'�A•� W..R ..• a,: 3 MMM. MMr � C 3"CRL FA`' (;;;\' (405 SF 3"CRL FA 24 (495 SF) 4"SAN FA MEND M. rD M� FCO 0 FF PROFLO MODEL PF92352 IN 18"x18"x18" SUMP, 50 GPM 0 10' HEAD, 1/3HP, 120V/1 P/60HZ, VERTICAL FLOAT SWITCH. REFER TO ........D.E.T.AI.L ON SANITARY SEWER POC 4"SANITARY SEWER (79 DFU) I.E. = 25. 0' REFER TO CIVIL DWGS. FOR CONT. SANITARY SEWER POC 4-"SANITARY SEWER (82 DFU) 1.E.=25.0' REFER TO CIVIL DWGS. FOR CONT. 3"STORM FA 6"CRL FA (5,465 SF) STORM POC:v:, 6"STORM CONNECTION (5,465 SF) I.E.=24.69' REFER TO CIVIL DWGS. FOR CONT. 4" SAN TA STORM POC 3"STORM CONNECTION .__. N.:.(715,-SF) �... _.. . I.E.=25.0' REFER TO CIVIL DWGS. FOR CONT. STO V \G \OTES: AMP* mom ammo imm. ,STORM POC#4 6"STORM C_ONNECTION (7,820 SF) I.E.=24.1' REFER TO CIVIL DWGS. FOR CONT. INLET 11.E. =23.5' SANITARY SEWER POC #1 8"SANITARY SEWER (1,400 DFU) I.E.=21.0' REFER TO CIVIL DWGS. FOR CONT. 3"CRL FA (830 SF) SANITARY SEWER POC 4" SANITARY SEWER (60 DFU) I.E.=25.0' REFER TO CIVIL DWGS. FOR CONT. COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.8. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 3 1,644 4 3,760 6 10,700 SANITARY SEWER POC ,..4"SANtTARY- SEiE (36DFU) ,,...._ I..E.= 2.5.0' REFER TO CIVIL DWGS. ` FOR CONT. M. C • 2 3"CRL FA (1,160 SF) STORM POC 3"STORM CONNECTION (1,160 SF) I.E.=25.3' REFER TO CIVIL DWGS. FOR CONT. OUTLET I.E. =23.5' SANITARY SEWER POC F4"SANITARY SEWER CONNECTION REFER TO CIVIL DWGS. FOR CONT. 125 GALLON OIL INTERCEPTOR. C/W GAS TIGHT ACCESS LID, OUTLET TEE CAPPED AT TOP & ELECTRONIC PRIMER DISHCARGING WI GALLON MINIMUM PER DAY INTO INTERCEPTOR TO MAINTAIN TRAP SEAL. 6'x6'x6' W/ 18" EXTENSION. REFER TO P1.18 FOR CUTSHEET. STORM POC 3"STORM CONNECTION (830 SF) I.E.=25.3' REFER TO CIVIL DWGS. FOR CONT. WASTE SZ\C \OTES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4—INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 8 2,640 2,112 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\DE\SATE SIZING \OTE S: CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) < 20 1 21 — 40 134 41.-90 1 h 91 — 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE PG1 9-0054 t ED FOR COMPLIANCE APPROVED MAY 242019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 3 2019 PERMIT CENTER M OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 SEATTLE, WA 98168 FACSIMILE 206-674-4564 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - UNDERSLAB B DATE APRIL 1, 2019 DRAWN BY PD SCALE /8"=1'—o" P1.OB REFER TO FIRE SPRINKLER DW S. FOR CONT. SHEET 6"FIRE FB 4"CW FB 11»"IRRIGATION FB 1" GAS TO FRYE 1 (100 M81 t) Y4" GAS TO OVEN—STEIMER (68.2 MBH) 1 4 GAS TO CHAROROILER (310 MBH) 4" GAS TO CH ILER (60 MBH) i L + 1" GAS TO FRYER#2 (100 MBH) OTE • y," GAS (200 MBH� fic 1 x AS : (260 MBH) 2" GAS (570 MBH) 2" GAS (638.2 MBH) 3.• F ' v E. k ,.w...,.,�..o-.,,.»at...........w.,,.»ace»»...,„.�...w..,�..�..,....,- r..,o-w,,.,..,...,.,..w..,z...,,, k . f • �,....., - h } 3" L 'yOM.YAWf//RJ=WFti¢Y • �$ t i., ..... : : • f ; , k z , L f 1w»»:: €..o„w.. z. • : i z rrR..cm.,a is „ r ; s tit ` is 1 %"CD FA . • 7sztaxLxsaz.ks� !CD. FA_ . _. • .. • ` ... 4" CD....FFA ., Rkl 1 N AT'E T FLOOR $I N K • • k ; 4 "CD €I A sA....wr..w..•rvw:nv.,rw.Kv.,:rn,rm...,-.'gym • 2 ��4:a�a�MOR : gp k: c 3 • k • n.� • i L w •47A FA F Iv 1 SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 — P1.15 FOR WASTE RISER DIAGRAMS. X WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 — P1.12 FOR WATER SUPPLY RISER DIAGRAMS. X STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA "X". 1. IN ACCORDANCE WITH UPC SECTION 718.1, WASTE PIPES LESS THAN 4"0 SHALL SLOPE AT 1/4—INCH PER FOOT AND WASTE PIPES 4"0 AND GREATER SHALL SLOPE AT 1/8—INCH PER FOOT. 2. PRIMARY AND SECONDARY ROOF DRAINS SHALL COMBINE INTO COMBINED SYSTEM PER 2015 UPC SECTION 1101.12.2.2.2. REFERENCE STORM SIZING NOTES BELOW. 3. DOWNSPOUTS SHALL BE ROUND, SQUARE, OR RECTANGULAR. SQUARE PIPE SHALL BE SIZED TO ENCLOSE ITS EQUIVALENT ROUNDPIPE. RECTANGULAR PIPE SHALL HAVE NOT LESS THAN THE SAME CROSS—SECT1ONAL AREA AS ITS EQUIVALENT ROUND PIPE, EXCEPT THAT THE RATIO OF ITS SIDE DIMENSIONS SHALL NOT EXCEED 3 TO 1. 4. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 5. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. 6. NOT ALL CLEANOUTS SHOWN ON PLANS. PROVIDE CLEANOUTS PER 2015 UPC 707. • 3"SAN FA C0 ,arawrcancca MKa�SS41CF�:t 3"SAN FA CO (2)2"vENT FA "VENT :.•:..m.....m.,w....n ..n ,..,.,. y �mm .-... F f ,..., `� i � V M1...mxw ��� ..`�' M Y 3 ?cc-:^rr�corr 2 PSI GAS METER SIZED BY PSE. SEE P1.17 FOR GAS RISER DIAGRAM / Lq,,,,,.,v,.«....... ..._ ......�,..,..,,,...,» ,.�• -* -- --- ; ,. r,¢.��»...«. ................ ..........gym i., .».»..,. _ __ .. , ._,._w QQ"..• Le-.,..,,.,K,.M.,'...w„ m. ,, ..,vM'—`' ..k.....v.. µ,,, w a»,i„w;» »,,. ,..,....f�,x, 4Z:Zr ......~j..... .. .................. ..... . .. . .�....-............. aK:.;; IXA^]Pr^v."'Kk,xr �ri r+.CY"..,'.<:'V."Y'`i^:}W?:^..`9•.[.'t-x'Zl'^^',��.....•^f. "JY M1: .:..:YC: Y.:{KIX': cL .,c. .. , i;ri.Y,..,.»,..,.»>»w....�.....n.n4r. .,.v v. ,.... •••:: ':.. .;a,n+:er„.4.--„,-----, • •, .�».+rrvreven.•1mvei�..: O 3"CRL FA/4"CRL TB ,. (L.895 SF) 4"SAN FA 2"SAN FA 2"SAN FA .... f, w.v-•,.tw ^.•+WJ+tom 2 '+t�&2i1[LJ25�`••Mi1C>isY'�'� ^�^`c-s•�ikY'.4't.\ 3"SAN I FB 2"SAN FA 4"SAN FA L...:.^: 2"SAN I FA, i e }� '2"SAN FA 4"CRL FA (2,025 SF) »"GAS DN TO FIREPLACE (100 MBH) FLAG \OTE !1I 3"SAN J6"MPG (100 MBH)—\ k...., �,�.........,..,,,.,,..� .......w.,..........v... „ ,...,,, ..,,.w..,.-. S . 0 0 0 0 0 0 0 ,2 13 14 15 16 17 18 (I) 21 30 31 MPG 3"AN TB 4"SAN TB ULAN) CRL „wt } 4 > �'r'uaauFua 2"MPS 6 (2,787.81 MBH) •L �'•xYc•J SY<4GC�v0.`L¢CQMY: CRL` .4"CRL 'FA 2,385 SF) YS:T\: ]a� ACdLiY.G�ivi?YY.'�+•1Y�.'Yr`Y�. g ELE • i G yy '�'.�.cox,¢uc:woowwancc;.wwwnwoovwcaww:a.>•»aroant�.a:bcL�toawxtcxcrmtttn*ir»>«•>ruarw,c5v�c+�,LemowoKr:.erv>rz�L� C 3LA+AozW ,«•^�C¢S7PR:i,$c:SLR•e••'�C='Czcs% L•:Y%a%Pw•'�yQ¢'lf kkQQab`ifMS'SpS'^.A' 4,44 CLiS.0 2341 z + 9 .vn,tµ•,•.v, +,.•nM+•...n� 3 tt'tt.JttCtCttt•cC^Ocuo-%�> • c: YF.' CO 255 SF) ernimorre hsHW&CW DN hNCW DN h"HW DN 2"CW DN 1"CW DN 2"VENT FB 2"VENT TA y4"CD FA Y4"CD TB 2"FLOOR DRAIN 4"FLOOR DRAIN 4"FLOOR SINK 4"HUB DRAIN CW HOSE BIBB HW&CW HOSE BIBB MECHANICAL EQUIPMENT (REF) LANDSCAPE RPBP & PRV. REFER TO P1.9. 2''SAN FA 3"SAN FA 4"SAN FA 4"CW TA (1,041.25 FU) 1"HW RECIRC FA (6 GPM) 11/4"HW FA (44.75 FU) 116"MPG FA (1,811.37 MBH) Y4"HW FA (3 FU) Y4"HW RECIRC FA (2 GPM) TERMINATE CONDENSATE TO HUB DRAIN OR SINK TAIL —PIECE TRANSITION FROM DOWNSPOUT TO PIPE lh"CW DN SET TO 3 GPM 4"CRL FA (1,695 SF) X."HW&CW DN 3"VEN'T TA ON MPG • (2,250, 1,,SFA___ • 3"VNT TA STAiik ST(HV SIZING \OTE Y4"(3 GPM) COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.8. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 3 1,644 4 3,760 6 10,700 (16S MBH) COMBINE l&RL IN VAN 4/4"Cli.V TA . -1.67—t-174 MKTG WASTE SIZI\G NOTES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WTH 2015 UPC TABLE 703.2. • KICD FA CO DOWNSPOUT (Bit OTHERS) 0 015 SF) N."CD FA DOWN$POUT (BY OTHERS) 0 (150/SF) Y4"GAS DN TO DRYER (165 MBH) 4"FLOOR DRAIN CO 2"SAN FA KICD DN.' TERMINATE CD TO -MOP SINK 3"CRL TB (1,160 SF) COMBINE °LS'S& IN VERTICAL ,TRAFFIC RATED ACCESS COVER TO OIL WATER INTERCEPTOR 3"CRL DN (830 F) PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4—INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 TRAFFIC RATED ACCESS COVM TO OIL WATER INTERCEPTOR': if • CO\DENSATE \G OTE CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WTH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) % < 20 134 41. — 90 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE .44 • • • • PG1 9-0054 LIVVED FOR .c COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK‘AIILA APR 0 3 2019 PERMIT CENTER 16' OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674.4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 tr'R, 1 2019 SUBM1TTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - LEVEL 1A DATE APRIL 1, 2019 DRAWN BY PD SCALE ID1.1A ny SHEET \OTES: * TERMINATE Tyr FLOOR $INK SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 — P1.15 FOR WASTE RISER DIAGRAMS. X WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 — P1.12 FOR WATER SUPPLY RISER DIAGRAMS. X STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA"X". 1. IN ACCORDANCE WITH UPC SECTION 718.1, WASTE PIPES LESS THAN 4"0 SHALL SLOPE AT 1/4—INCH PER FOOT AND WASTE PIPES 4"0 AND GREATER SHALL SLOPE AT 1/8—INCH PER FOOT. 2. PRIMARY AND SECONDARY ROOF DRAINS SHALL COMBINE INTO COMBINED SYSTEM PER 2015 UPC SECTION 1101.12.2.2.2. REFERENCE STORM SIZING NOTES BELOW. 3. DOWNSPOUTS SHALL BE ROUND, SQUARE, OR RECTANGULAR. SQUARE PIPE SHALL BE SIZED TO ENCLOSE ITS EQUIVALENT ROUNDPIPE. RECTANGULAR PIPE SHALL HAVE NOT LESS THAN THE SAME CROSS —SECTIONAL AREA AS ITS EQUIVALENT ROUND PIPE, EXCEPT THAT THE RATIO OF ITS SIDE DIMENSIONS SHALL NOT EXCEED 3 TO 1. 4. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 5. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. 6. NOT ALL CLEANOUTS SHOWN ON PLANS. PROVIDE CLEANOUTS PER 2015 UPC 707. Y4"CD FA 4-4 2"VENT TA—\ 3"SAN FA FLAG \OTE 4 3"CRL FA . (2,025 SF) t N R 4"CRL t-A (24075r..SF) 3"SAN SF 4"CRL FA III (2,025 SF) 3"SAN TA V 2"SAN FA 4"SAN DN 4"SAN TB 2"SAN FA --� 3"SAN FA �1 WHW&CW DN 02 h*CW DN 0 h"HW DN D 2"CW DN Q 1"CW DN Q 2"VENT FB 0 2"VENT TA 0 "CD FA OO %"CD TB 0 2"FLOOR DRAIN • 4"FLOOR DRAIN � 2 4"FLOOR SINK 13 4"HUB DRAIN 14 CW HOSE BIBB 15 HW&CW HOSE BIBB 16 MECHANICAL EQUIPMENT (REF) 17 DOMESTIC RPBP & PRV. REFER TO P1.9. 18 LANDSCAPE RPBP & PRV. REFER TO P1.9. 19 2"SAN FA • 3"SAN FA 21 4"SAN FA © 4"CW TA (1,041.25 FU) © t"HW RECIRC FA (6 GPM) Q 11/4"HW FA (44.75 FU) ® 136"MPG FA (1,811.37 MBH) "HW FA (3 FU) • %"HW RECIRC FA (2 GPM) Q8 TERMINATE CONDENSATE TO HUB DRAIN OR SINK TAIL —PIECE 29 TRANSITION FROM DOWNSPOUT TO PIPE 30 1h"CW DN 31 SET TO 3 GPM 4"CRL FA (1,695 SF) O7 33 %"HW&CW DN 3"VENT TA 4"SANN TB 01.$0.5,110. 3"VEN T TA "CD FA 3"SAN 3"SAN FB 4"CRL FA/TB (g,240 SF) `-- 3"RL FA' (55 SF) 2"VEN TA 2"SAN FA 4 . .JwNaQxNwecace���oc ^caasa¢gaNs+sxt�aci�a s�wre •r • 2"VEN T TA 4"SAN DN 3"CRL TB (715 SF) 3"(145 SF) Y4" y4"CD FA 0 0 tMM 2"VENT TA 19 3"RL DN (90 SF) - 2"VENT TA 2"SAN FA .,,,. ••^Y..,,.,v. » .,,.,,•• ,. ....,.,.,.,w„ ,, », , A-µ........ /.... w ... 3... .i..< ,• +w. v,vnw. +» , •.nw»»..» w, n ... 4"CRL FA (2,285 SF) 2"SAN FA 3"SAN FA 2"VENT TA 2"SAN FA 2"VENT TA "SHIN FA CDt = 3"RL FA ._.LL wn..w.1375'SO',K 3" 4"SAN DN 34"CD FA 2"SAN FA -3-940 SFJ N."CD FA 1201 3"SAN FA 18 STOW SZ\C \OTES: COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.8. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 10,700 WASTE SIZ\G \OTE 3"CRL FA (570 SF) SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. MAXIMUM WASTE FIXTURE UNITS 0 1/4—INCH PER FOOT SLOPE (1) NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 �I.�it3a 3"CRL TB (1,160 SF) i COMBINE OL&RL IN VERTICAL 1 TRAFFIC RATED ACCESS COVER ITO OIL WATER INTERCEPTOR COMBINE OL&RL IN VERTICAL N"CD FA )4"CD FA ..„wx; ...., mm...-r ....,wnw ,....w,. ,......,,...�. ,, r.,,..... �.,•.n,,..... �,v..-...... »A,,w�M. .�.� ...,..... »„ .. ,,,. ,«.� ' .,.,, ,,.. ,..., ... ...,.,».,.»,.t 'y � �,wX... .w..«w. ,. v.,.-.F..,. ,.,, Y.-....w....v.wr.,...,,..,v,�,..,....w.-.wry.-..�......,.,.Z Y yr«.........,�,,,.vmw,.,,...,.�,.m.wr., i x„�.,,�, ,,,,,,,,, . v....k.xn.........a »,..,-.,. w.»_......,.1., .,•. :•.. .vw ...A,w,.,,� .. -. w.wn., w,m.v.w yy .».,.., ..... ........ 5 M...w.........,,...n.,,»....,.w..,,..wnwn.........wn. «..w... i •.,�,.n. .�...,•....0 i..,-...,. •w...vxn .�.....w,. ..,,. � Y• `c•.v»ww.„,.,..r.. .�.� ,.w ..{ �..{ ..... ... »..... .. ...�.. ..vn...w.........s.xv.u»...».w. .. _ »..�........ Sw...w ....N.�,,.. ^W„,„„"` xxmm.,i �•'^ mr .♦.w•.r......,...�»....+nvw.»,,,wm.r.,�.�...�. .........i. rv.vn,m. .w v.w. ,.... ..awn.n. ' .. w - ......w...... ..............-.. .. ..... .. .. ' � 'Sp" ...... ........ ......... .......... .... � , ..... ...... v.v...�.�.....,�.,..wnn........ .F......._...,.•.vr.ww...�wm-..vw»..»,wn•..w..vw...........�w.r w� j.,w.vmw....�,-....nw..�{.,....w+.�.Y,..-+m.v..,..w.».�. w..� ...Y .,.._w,�.µ .C.� ....,. ,cmn,,..,,,»�_..n..w.ry.�.�.�.�...,�.,�,u,....rw.»„»r,�.+w.,.,..�.�.�.�.., .-......,.,...,ry..,.....,...w.. .,........ .... ....... «...,.,..�..c..- .... ...........r-,-....w....,...-.. . .-.�....w....... w........... ._.......w.. ...�..,...w�.G...�...�...w...�..�...,..............-..... ....w....... .....-..-,.. .....A.d•»..,................ _ _.............,,,,,..- ....... ..�,.-.. .... 7 ;...... ..... ...... .. ` Y...-. .y.'{�. ..... ... ... ...... .... ....,..,.v:n,.. ....wpm,»,,,, .. .......v..,»....... .....rN.++..,......»_-..,,... .,,., ,,,.....,.. .......- .,..,.....,v.................,, .,,..,.,»», ..........,....,,..,,,v..,»... v^� ....,...w,.. ,.....�.,•..,.w,,.,.n.,� „ . •...,....,� ....,.;._•.....w ,"" µ ....v.,.....�.,..F.�...,,n.,....,.,..,.,v...,.,.......-..n•,,..�.•.,.• n,••,..,,..,,,.,,.... • MAXIMUM WASTE FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) CO\DE\SATE SZJ\C \OTE CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE PG1 9-0054 MIN Z4ZO 19 RECEWED CITY OF TUKWILA APR 0 3 2019 PER YMiT CENTER OCEAN PARK MECHANJCAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 M SEATTLE, WA 98168 FACSIMILE 206-674-4564 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 PR 0 1 2019 SUBMITTALS/REVISION S DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 DRAWING TITLE 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET FLOOR PLAN - LEVEL IB DATE APRIL 1, 2019 DRAWN BY PD SCALE Aff=17_0), PI.IB f .N ilJx `a2i}hr�-i1 •.w.V-.ra+��`jirW:a.P 5 .m.,� �"WM v�Jaa..�,.-. ». w....�....,.... v..,.......w...N.-.. ,...•...�...r.. v[oY.N0.JY'.Ctti.a».. 14-4 :w w Y4."CD DN SHEET \ OTE s. SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 - P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 - P1.12 FOR WATER SUPPLY RISER DIAGRAMS. a CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA "X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT %4-INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT A -INCH PER FOOT. 2. DOWNSPOUTS SHALL BE ROUND, SQUARE, OR RECTANGULAR. SQUARE PIPE SHALL BE SIZED TO ENCLOSE ITS EQUIVALENT ROUNDPIPE. RECTANGULAR PIPE SHALL HAVE NOT LESS THAN THE SAME CROSS --SECTIONAL AREA AS ITS EQUIVALENT ROUND PIPE, EXCEPT THAT THE RATIO OF ITS SIDE DIMENSIONS SHALL NOT EXCEED 3 TO 1. 3. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 4. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. 1 `}f 9h.DX OMOC<MN.KtthipiMFX,A] Mw-v.YVNrv.w.Y9DD�/ �--0GDDDDDD�OSdh. $�¢C` 2"VENT FB MC,4 i.aV. ..f 3"SAN TB ecM'•x»cttt.c4ca.V^If.:.tt `Y•'.,W:<{•W A'-iH::SJ.Yb�t-00'f.{-0IW+KO:LP:{LYJCLCWMM YMP:4ffA0fCt+n`K.YkNh:1M90C .c�MY',.�vV.V!c'ceKat✓FF.k/.tl:4:)}NtC�Ci�Sd16rA'.4X{{+�YfM.tKti+.4).:OK"\%d{�dM}NkW0i1tV:MYXL00f+A'rr KKdLxGpa%vcTRSNWaF):c,WP,`.�UakYwro6D0ob»)a}ilcawwoaaMaa➢aWi.:0001Wec:a�YnRt?(Rt\vA -• .... •waauwwecccri,AwY .Yi. 'C,A'w`G•• �` y ^'� -.. asaw•:.�w•cavex.Yxaaa»�a;awf.»ea�wew�xas�+�.eaav+a�v�evccaee. e�.m. .• x`c:paKon,Y%a;:c}}:KsY�a�`cs}•rcuva�omc2axtnz�o-Fs�s�sn,Y`�oos�xs�.�•a=oa��Y:,. • YY,Y ;>} y '.', . , 3"CRL PA (1,895 S (3) 2"VENT T (,. MCi 386 3F 2"VENT FB/TA " S F. •c'+�-.!nYKiaVPY.[AM G.�K+vA'ex!tccc•vaM:a.Y`N`�=/'at-:>»eci v FLAG N OTE S: T£ .i:av-`anw•YnC.,hYyx.YYtiypyy.yvavq;.yx.,y,p..tt. YYY,nvM.»,.»IY+YY,sYYYY,aaa6,n8`aa:.y �! : :{ttt$�:P7.9P'.a1.-0R]N•W>.•cS2:.4 � waaf�ia.N� aYfri>Yi............. 71'"(17 GPM 3 • • W})JF}�Ni�[f.3MLi.K •[S.M•fCF}W`o}<YNkt� a^�M`F�000f �..D�Q�IJV CCCQfa'•iC 4"SAN DN 1"(11 GPM} 3 4"CRL FA (2,250 SF) SF 4"CW FB/TA (1,041.25 FU) 1"HW RECIRC FB (6 GPM). 2"HW RECIRC TA (30 GPM) 11A"HW FB/TA (44.75 FU) 1h"MPG FB/TA (1,811.137 MBH) j"HW (3 FU) FB/TA %"HW RECIRC (2 GPM) FB/TA ACCESS PANEL 1WIRRIGATION FB TO STUB. REFERENCE LANDSCAPE DWGS. FOR CONT. 4 2"VENT FB � DOWNSPOUT (BY OTHERS (55 SF) , 5 2"FLR _ RAIN 3"CRL FA' (1,695 SF; 2"RD&OD 28 (215 SF) L TB z" .hen M1 µ.. " s.„„= YavM r M. ...,hNNa,V..Y:Y » .::.}vrwnv:.Yvnw.:xnnvrk...;. xi^xYfiYn•••L.w++w.�zw•»`n+s}x- ~'Pv+ /.[�>.vtNmf/N:rA ....,..,�. .,�,�,,....... _ Z Q } . a.:: »v.. CR�A?YaQ:�IM►x0.tFiNk2A'4'i�Rit3Aiar'Ni'�F'Qr'•ih.^2Dk.• nY : `9p. 3"SAN TB 3"VENT FB »"(13 GPM) 3"VENT FB STOW SIZING \OTE S: 177 COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2-INCHES PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.8. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 3 1,644 4 3,760 6 10,700 F "+�d bzj Fx,+� r • N is�'; �4"(2 GPM) • • • ova$pgQoavgyxooroeywtiy✓..>•v:�. r T TA WASTE SIZI 2"VENT FB 6 � t' CK<KC::K000�GO4GGG4W4ahz9Yfn%19K[y, nro}�((h11 �p�•,�CCC-:KC 2"VENT F }ri.X•}}}}yYY:TY}>FTMNOSI:a?HMAYWSP'MkO?yYYf: YY .wa Y•CtN0.`:.. �..N FA "ANT TA "VENI FB F` n a.J610PN144=, .sa.Yr•� (115 FP)2� OUT (REF) 7 )(TYP) `3"CRL FA/4"CRL DN 0, (2,385 SF) DOWNSPOUT (REF) 20 (150 SF) ���v..r>s w.w .xcovcacaaaaao,�av�ay.�tr...-ice F : ' 2"VENT FB ya DOWNSPOUT (BY OTHERS) fr• 27 (20 SF) �•• : mac:•: A 2"RD&OD (630 SF) 2"RD&OD (455 SF) �Y.,..i.....-.t�Sxai..,,..,,.Y-, ............... ......YY,v.+n Y Y...wn......,..........,..m.'�-"C� Y \G NOTE • SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. 2"RD&OD 25 (530 SF) DOWNSPOUT (20 SF) ` 23 PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4-INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8-INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\IE\SATE SID\ G \OlES: CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) < 20 1 21 - 40 1Y4 41. - 90 1h 91 - 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8-INCH PER FOOT SLOPE PG1 9-0054 r IE4NED FOR JE COMPLIANCE APPROVED MAY 242019 City of Tukwila BUILDING DIVISION RECE V CITY' OF TU W LA APR 0 3 2019 RMMM#T CENTER fpM OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 SEATTLE WA 98168 FA CSIMILE 206-674-4564 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - LEVEL 2A DATE APRIL 1, 2019 DRAWN BY PD SCALE 1/$»=i'_o" 0 4' 8' 16' PI.2A • SHEET COTES: SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 — P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 — P1.12 FOR WATER SUPPLY RISER DIAGRAMS. CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA"X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT 3—INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT A —INCH PER FOOT. 2. DOWNSPOUTS SHALL BE ROUND, SQUARE, OR RECTANGULAR. SQUARE PIPE SHALL BE SIZED TO ENCLOSE ITS EQUIVALENT ROUNDPIPE. RECTANGULAR PIPE SHALL HAVE NOT LESS THAN THE SAME CROSS --SECTIONAL AREA AS ITS EQUIVALENT ROUND PIPE, EXCEPT THAT THE RATIO OF ITS SIDE DIMENSIONS SHALL NOT EXCEED 3 TO 1. 3. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 4. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. • 4"CD DN MC, 38L5 SF Y"CD DN 2"VENT FB/TA MC,1 4 I �4 L. ,,./..)„,,,.,..::„:„.__ ....: ,,,,,,,. TWO, cn +caxauars�sr�vw;c:�nwaire.w�ae:.�ae0000rwoo�000�w,woryr:::::::::::..• ..-.-... � . aeawy wro.a,•..,�r � .mkrww.w..em•.,.�.. FLAG N 4"CRL FA/TB' (2,240 SF) � *D 3"SAN TB " 3VENTFB --13"(13 GPM) F Av.rvb. LEV I�` 1"(5 GPM) 1"(7 GPM) r OP ronoc.�w�ho�cm rax'.V.��i..w.<� 2"R &OQ 1570......w �iL[4di,<,viaNeWY�+ki.\OE�i a�ReC1� .... . 4"CRL FA 2,285 , SF) HOSE BIBB %"HB FB 4"CD DN M, J1"IRRFB 27 2"VENT TA t 2"SAN FA ,w.. w,�\,:a��'aa�r`�`opt`'o}r���w�'a•`�•+w..•"�,rvi.�.� ,,w.,..�.: .y..... N.w....�,.�...oc.;ow.}a.�..»..,.�-tea:�xe<a..y�?aaw�g.y..,....,.�.�...,�,,,,,.a,<..�--.:..� �::�:..:°::... ......�.w.� ..... �2:::}. Y� x`',�tC. }••w.w,....i'......-,.........,.......,�,�,i.]n�:::_.:::r -n,. r�vY.�.Y�Yt�\Lh\i�2Ci.a�_-�::-:.::�;::�MrvA.i,1.wnwm�^....-�v.-...w:�..�.,�....,...�.. '\ i }� }:t :?*.. ...m......�.,.,...�....m...r.-.-••.,v.vn..-.wm.�..........................�...........�.......�....�>.,rv..w.....,.v?v�w.w...,�,.w...r,........... ..n.r. _.ww....vN.:.v 3"RL DN 18 19 3"RL DN w.l..•u�r a ... (55 SF) (90 SF) 2"VENT FB 2"VENT FB STOW SZI \G \OTES: COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.8. PIP E SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 3 1,644 4 f 3,760 6 10,700 .•..•� , mws:n•.tJX1 3"RL FA (375 SF) xaooeeeeuorrv,^rYccec<.,<„ca\ wxen. 2"VENT FB WASTE SIZI\ a Q.i✓...%COOOGGONCBhW-0.,Y:dMO.�G+4.Vi.WMM:P'�?..}NJr:.\K>-M^•f.`:\M%�Y\\W:J�\\MGC'AY.-0F:Ci!' :rv7; d 2 k d..+MiN.*%3J,V*'•W+:,v�•\"•N}.\+}}:OM}CBSJOL4{+Ah•:,<}}YNY h+Y T' n'riiM.. YlRh�l}'R'AP'95+ G NOTES: �•�nr.. r.JY J]VJw..'.v\M r 3"CRL FA (570 SF) SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. 2"RD&OD 25 (530 SF) PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4—INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\DE,\SATE SZ\C \OTE CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) Y4 < 20 1 21 — 40 1Y4 41.-90 1h 91 — 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE PG1 9-0054 E1fUEJ FOR Jt COMPLIANCE APPROVED �1AY 2 4 2019 City of Tukwila BUILDING DIVISION R E C ERr E D CITY OF TUKWILA APR 0 3 2019 PERMO CEI��T E R OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-6744553 SEATTLE, WA 98168 FACSIMILE 206-674-4564 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBMITTALS/REVISION S DATE 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 DESCRIPTION 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - LEVEL 2B APRIL 1, 2019 DRAWN BY PD SCALE SHEET \OT S • • SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 - P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 - P1.12 FOR WATER SUPPLY RISER DIAGRAMS. CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG, FOR EXAMPLE, RISER "X" REFERS TO STORM AREA "X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT 34-INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT 3-INCH PER FOOT. 2. DOWNSPOUTS SHALL BE ROUND, SQUARE, OR RECTANGULAR. SQUARE PIPE SHALL BE SIZED TO ENCLOSE ITS EQUIVALENT ROUNDPIPE. RECTANGULAR PIPE SHALL HAVE NOT LESS THAN THE SAME CROSS -SECTIONAL AREA AS ITS EQUIVALENT ROUND PIPE, EXCEPT THAT THE RATIO OF ITS SIDE DIMENSIONS SHALL NOT EXCEED 3 TO 1. 3. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 4. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. 5. INSTALL PIPE EXPANSION JOINTS ON WASTE VENT STACKS PER 2015 IBC 2304.3.3. REFER TO SHEET P1.19 FOR EXPANSION JOINT DETAIL. ` v F .,,,,.m,.w.xv„v.,,.•v-'�.✓.v3Si0➢itch✓`-'131�2!oR*!Li'io`�, °?m .' .f9'. Y?i�k�&1•:m"c4v'�k?, 'b�'�:�ti'`k +t�ghcvacccarc '�.`in^7,rosy,�y�\.,�yy,�, ........L z?awe::,:a<s;:z� as<.a>tea�awa • (��.: jKA'a\l1V}k�.\1�h::a>;-•r`u%?+T">T.ra`ttCH.'E1{LH:A+C{r,{irr,M:.h'�.� +.iWtttt,tii4: ., y,... r Fn4{{rip]yyprACttic�ys�awc{•T}'.,PTY:LA'eP.�+c,\FnoM :G .n:>:.,`,aVR,i,^�iJ6K?Y•J'hYF.Y/+MC{{H.'M:h,}}T}?hV}7. a��2'sat2SCE4t}p�S33oosmaaQaaakafixanyc,yvyroMAYl:o-r:-_ _ mxoe�acu{{,00; U K e \ T �\ L T.Y�.,"o vFcv= �.aeFaGA"ciK�`CfCh^OCRCCZ��F9�'.�f�,.?fi.. v�aa� a a: 3e .s .. ,,..,,,,., mac: 3"CRL FA (1,805 SF) • o�d�D�c�ab�c? xvk�ez<, 2"VENT FB 7 L`l ��UX �iJ• ,. vaxa,srz7�]a>}rhahk�i A�o-eee�}}],}�}rox{;,�exrs:ta:� axpax»xw}w>,a}}y�}}],tin}}}}]ca�oxoowaawaa>«,co-x�. 11,41T Br v ?S DOWNSPOUT (BY OTHERS) (55 SF) 11 M,:keYYs}}yyyR • 1(M{h`2iw`"tG • F.-P-��-fi'-9x:.�•. T�ES4Av n..p+a•� 7�-- F 3 �y�..:�`-�xaa.'+ �ax.,7.r000eooeouh000<mwv.:.aw.�•owarerL`w.ahT•no.kano>k]�a:w.c +fr ra}»�+ca»s:aarh�auTw»Tr.:a.,�L•Lt�:ra+.�x+,•-teh�..t,'�` '$c>:�-`aaeau�.�,< � Yawaia-�f•{�h"4%i.?h`KiJh�T`Kd.`<,`riC{,�]OWCNOW06}:!•Nnf`fdWAYnUM{tliYW�..s-.NFNKao�eJ!V. •••• � �•YA+AFAWN,tL}NWWNGAW:c,'•)i,Wo"S2Y+(avN"ML-i^kt\\^t„4t'OM\+}%C•h4 C.W.WOYN.iM]WNWWWWWOAWWO.�e, .. �'^�- '/- 5-`na7:2.'..:` 'R�.•i`.ti„ X Y'C- ie �OtfiblGf)JGLONi490t9'ri•••••••••••• AWR':%{vpXAd000C0�4049999CNM1({-0PT]Y..'dS-%�In:5r1•.:4� �TS�'�tl(y/-'-Lh 3"CRL FA/TB (2,025 SF) fiva+r ]a•{v PiR138GC�,�., � �''%b2"e'.C$�++�"64�`'P:YR';oT•-315-'�`•..ia#`-'u�zal:Yk-b`„ti\`�3g :3j' ��v�.m''"".i'�'+x'�:•"�'.'.. �•a.S(1�'�'�tn�`\ FLAG \OTES: 4"CW FB/TA (1,041.25 FU) 2"HW RECIRC TA (30 GPM) 11/4"HW FB/TA (44.75 FU) 136"MPG FB/TA (1,811.137 MBH) Y4"HW (3 FU) FB/TA Y4."HW RECIRC (2 GPM) FB/TA ACCESS PANEL ir:=7aa000c7• ] • 2 4 3 3"CRL FA/ (2,075 SF) _.. • wc•7ciw.r. µccc�+cTauv2aoroutpc'�]�aww.Kvc�tnc^�:R llfhii{Sh'q \fF C{-0K4Lv'M { ,�c5aoo.iuwvosvvrS �iYm"m"x�•.rox'-•-{9Rc.eCMsxta+aak\R`6cwroX+•ct2aLo:GM:+PT'tCLS}{•TT.t�T.cxarla..`➢Caxc,�]n\�v,OtRb4`CCv�awA)ao➢Oc JYAYAC"'-aW5C4} :... _...x%Px.1P'n�'✓.���R�a��'.A�WiE�YA'MDf�.LYM� STO V SIZING STAR A \OTE 3"CRL FA 7 (1,695 SF) S • 546-WS1b�-lNCC4�, v3:'iY .Q7.,'45.j • COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2-INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RATE OF 1-INCH PER HOUR) IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 1,440 3 4,400 4 9,200 HORIZONTAL RAINWATER PIPING SHALL BE SIZED BASED ON RAINFALL RATE OF 1-INCH PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 3 3,288 4 7,520 STAIR B 4 • • 3''RL FA/TB 0 (255 SF) UNIT DOWNSPOUT (BY OTHERS) (20 SF) /DOWNSPOUT (20 SF) WASTE SIZING \NES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. DOWNSPOUT (BY OTHERS) 0, 015 SF) DOWNSPOUT (BY OTHERS)°, (150 SF) PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS @ 1/4-INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8-INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\DE\SATE SIZI\G \OTES: CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE W111-I 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) - REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) % < 20 1)4 41. - 90 lh 91 - 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8-INCH PER FOOT SLOPE PG1 9-0054 • 1 Fi ii4i CT ION EVVED FOR c COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION 1,9t (Dt# 1 Liti] OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-6744553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 MAY 06 2019 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2o18 12/14/2o18 o2/o8/19 02/22/19 o3/22/19 o4/oi/i9 o5/o6/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET REISSUED FOR PLUMBING PERMIT DRAWING TITLE FLOOR PLAN - LEVEL 3A DATE MAY 6, 2019 DRAWN BY PD SCALE /8",i'-o" 8' 16' P1.3A SHEET \OTES: SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 - P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1,10 - P1.12 FOR WATER SUPPLY RISER DIAGRAMS. CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA"X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT 14-INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT 3-INCH PER FOOT. 2. DOWNSPOUTS SHALL BE ROUND, SQUARE, OR RECTANGULAR. SQUARE PIPE SHALL BE SIZED TO ENCLOSE ITS EQUIVALENT ROUNDPIPE. RECTANGULAR PIPE SHALL HAVE NOT LESS THAN THE SAME CROSS -SECTIONAL AREA AS ITS EQUIVALENT ROUND PIPE, EXCEPT THAT THE RATIO OF ITS SIDE DIMENSIONS SHALL NOT EXCEED 3 TO 1. 3. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 4. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1.INSTALL PIPE EXPANSION JOINTS ON WASTE VENT STACKS PER 2015 IBC 2304.3.3. REFER TO SHEET P1.19 FOR EXPANSION JOINT DETAIL. 1 2"VENT FB/TA '. X'�'au-�7�P]�°�'%ft3�1dL.`4��T�0V l�'ne�ic4i,�L•,�•+••iyf-r n wokR t T A, 1 v`rjx«�sttaewoa»000000sa wc.�,(wvcm �v: a xacuams•,oq�io.,•:c,hw000.� �� • r 3 • sec ia: �n xc o« wa � 3P y 3"CRL FA/TB (2,025 SF) f�.wV)1ti.`�K�WCOeea�ydWOdT.,TY.�\\ Y:,+v.V, tiiatitaC-hV.�::.�c.JNikvA�po�+Kp4\VttJOJNMM�Cva,.a•.wa>a:a: £ UNITa^: �i .. e. .. a � 9r.�'�'ri �r'.w%wwariri'�y'0". .••.•.....•....••.•.• .�"' .+c.�sxrcYc4�?C S%-,akC�JG`%fn UNIT i roaoow�ee�rcr a��a...ca.»+xcw,kv»�eeo>aeoo�o�ca :^:•`^:':....ti"'{'{{]000,, P.+OOOP'Ah:CVClU:S%(c\v(.3,+;:!;4�;!!}rCpp]p00p]0000OOOOC{t-0u r ;Cy • • 1 iiS`-5<flS�F5.R111`� �.0•tyipOQa0006W.A'. a £;raw»�•- 1 »"HW FA (69.0 Fly) �o-.�xxxa«•xarweaccocaccc00000cro.Haawrnc�xr:M- Esaa.x..�;.-m�cxxraoxaax•:iwrtvrwa:aacro-xa,cec-:H:xxvt,:•wfbuv7EAc�d xw ,, ;•wa4 exx ac�tta�zaxaxaxaxa�ssxwveF.F�,s- t t y =6��-�riamo.:w��:•a�.��^4`i;3JNc�i�c«ac>.Pr�•.cRa�iY.cCZRaC&� �.� vow ;a wg ��'faVDiwv�.c(xic"f�Y•it2h. -9Xc^ya•N:�o.��oav FLAG \OTES: 4 Y:'h •..^GMx+...yyy...yMdl,MA• -... "4�wco:-.� y�,�.�+���div�4�:.� sc >e e. act rta - 1 - •• .. ...24vh.0.v{L{{SnK.ti h\ � M 9 a ANC Y4"CD FAYTB -- 4"CRL to TB (2,250 SF') OR R ; ?:„ c � - Vcd�lYCbN�"0ut��`C.`h'`htt£1:�',F2�xf•*-,`Y�:Y3..\`�:ha\��•`kkfhC{R,�Tv�6cxib�uNiC�a� i 0000000a+o+aawu:.an>a+w xvco.c �T'tsfrv-�•rs :^�-.e:,:.:°4 1 4"CRL.__ (2,240 r•: '.". acnca•``stiks�zs Y STOP •'""::'.'[c �a¢��n vas..: V • 'fhf�;vin (55 SF) 0 SIZI 26 28 STAIR A - sr: • 2"0 FLOOR 11 DRAIN \G NOTE S • VCD FA/TB 4"CRL FA/TB /7\ (2,285 SF) \L/ 2"SAN FA/TB COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2-INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RATE OF 1-INCH PER HOUR) IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 1,440 3 4,400 4 9,200 HORIZONTAL RAINWATER PIPING SHALL BE SIZED BASED ON RAINFALL RATE OF 1-INCH PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 3 3,288 4 7,520 VIP 114'1(40.125 FU) DOWNSPOUT BY OTHERS (20 SF) DOWNSPOUT (20 SF) 3"RL FAjTB (375 SF) UNIT B.1 ECI 1"(25.875 FU) 3"RL FA/TB (555 SF), 1" IRR FA/TB (90 8F)- WASTE SIZ1\ 3"CRL FA/TB (570 SF) G \OTES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. I (385 SF PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4-INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8-INCH PER FOOT SLOPE (1) 2 3 4 6 8 35 216 720 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 8 35 172 576 CO\DENSATE SIZI\G \OTE S • CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) Y4 < 20 1Y4 41. - 90 lh 91 - 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8-INCH PER FOOT SLOPE PG1 9-0054 iEWED FOR JE COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4,553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 fc;t:" (+1 if 4CTi-- - MAY 062019 SUBM1TTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 05/06/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET REISSUED FOR PLUMBING PERMIT DRAWING TITLE FLOOR PLAN - LEVEL 3B DATE MAY 6, 2019 DRAWN BY PD lig"=1'—o" 8' 16' SCALE P1.3B .,y SHEET I\ OTE S . SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 — P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 — P1.12 FOR WATER SUPPLY RISER DIAGRAMS. Q CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA "X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT A —INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT A —INCH PER FOOT. 2. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 3. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. F}}b}xiLTUxq\ o €? 7-33 ttacoaavvA nY.GOf{{{{{{{n:GiiA'C•X{n"NGt V: n•JAUiG4'ff.{,WfR:MOP]N, '§�9svoWoo-»w:ab:{aN.anr>:vnxnaDccaxax �2s.7zs7o•vs55c'.�itac{.c�.� a��,wxx:ur��,�z«�+�cxcc�accscotuw.maac k?bTrkQ{wNe'u�ii,Y�.vo-`.axrt'a: CIEKt+44�nk2`.Niih�'a`,biYe3�,`h\ �,�rosreaQerra.-e7«ea �6J9'Cr?�it{4fiA{do•SiCFiNA. fii5� e`;;;;;; ;'AA`i3:i's'x•'ySa'3?i ,?'F.. • ,r.,...r..,-.r,.,,., y A 3"CRL FA (1,895 SF) or•>fo%x"xr,'xacn:sr'�,•n�w }oni000.•ai�`. 5'�VSC{•}r'+[{n}'Jk,W�CnppeCdpppW({.,.p)\kkk 1T,:'i { 1. ��9I�S3E39�°��£klP(di,Y 4; ,• ..m as »a xd aac na r s r y• ..•....... waavwssowwcocxx».+�..axTxowaowc„eaw,ww..wc.xay.woer,c.{«.wvasr..:..�,�,vacyc, oaao..vxmaa�a�a7aaaMro}},».a.� �wfaaonxa.}��ovo ?�-»rw.,..,n»r.�'w:��#�t,L'ior•�aT:Jg0.Qi��}u^4�c ,�'ar..'4YAac �Vf"r-,Jtl1k�rY�-+a*`0cW'a......_........................................................................ �`c>uTr°°°°w°`°°a•T'; . �£bf�•:a�R.'R�h'�Af1�-'sm$•Xio-� • .+r,* T{d'.`rx"?::{C.xSQ'�,.� tiv."JN:Cw.•Y•F.c'X.nS:\:a;oYA:9Maw:CKM6)aa\h�0.:Ko}%•tic,cottNa\+aY. hY K•.nYM'!l NvY C�\{JCGCA,J6]NGCk>6iktn%h`PrVA?\KSKK:if4f{{{-0K4GF�8%01•AYrh\�tiiM 9+E'.G,�'!4£•'+R�'.�.L" • .`�Z:�'.i{fi�3�.N`+iCh' C'l?7�sF{.�h UNIT c i.TYaAO.nOc•.M\+arX �'•:Rd4�i{n '{h'f�]i }�,�cs>att.Tt•{wc'.'�WxLWi9.aMX�t{u<�k<ta4ClAYfAC{cuAWuaMwC{Sa:mK{KCC{aoW0000000000000a]axa. ry ��7`r`;r.��%"�\.a�^V�,':'�1.�\'�^�..•a�1�"^)+i*��:Y.`i�.�•:\�l�C�,� , FLAG \OTES: 'W/'.}dL•+�iK'1aY•}M"�Af'\�F••�OP••9F••\ ••.'F••^Y••:. :ht\%,1C,�C{n]F]aSx4t r��)..K Va.h,.�ci�+!"0.,`••/•T„ 4�}Hyt �{✓-�i:,,W%,KaMI.CC'n4VECC•MCP}J000OC{n6h \ \++�\,tln^'t�A^x'T•i'cW'a^JCVC \aWf+Y}"{IX{�'?hhS}X8' mzz , :}. :C+ +T \'cCCnx•Y 3"CRL FA/TB (2,025 SF) .x:.7.`i �W:•i�.rwrow.v.\`-Yn':�F•r}k�U'AJoeCv.4/.v •• ,,,,..,,,,,,•.,,,..,. ITT:; y�rs-W.hiO:,•.Lf)4CM�,\�� � _ _ :aoox{{000aai 4"CW FB/TA (1,041.25 FU) 2"HW RECIRC TA (30 GPM) 1/4^Hw FB/TA (44.75 FU) 1h"MPG FB/TA (1,811.137 MBH) Y4"HW (3 FU) FB/TA "HW RECIRC (2 GPM) FB/TA ACCESS PANEL � 3 I «frs If ,tL 3"CRI: FA FA (1,69 SF) \L! • 3"CRL FA/TB,„. (2,075 SF) 7, 4 FR Tr ,,, , ,..,„, r <„,,,„,,, ,„..,, ,,,„ i, - , -- , 1 , . --,.---.• i . , • • STORM SIZI\G \ 0 TES: • UNIT A,1 COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RATE OF 1—INCH PER HOUR) IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 1,440 3 4,400 4 9,200 HORIZONTAL RAINWATER PIPING SHALL BE SIZED BASED ON RAINFALL RATE OF 1—INCH PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.8. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 3 . 3,288 4 7,520 • STAIR B • 3''CRL FA/TB (2,385 SF) • (255 SF) \IL/ UNIT A3 WASTE SIZI\G trciN OTES: NIT Ell SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4—INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 C0\9E:NSA-LE SID \ 0 TE S . CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) Y4 < 20 ix 41. — 90 lh 91 — 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE • PG1 9-0054 EVVED FOR COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 3 2019 PERMi OCEAN PARK MECHANICAL #283, /4900 INTER URBAN AVE. TELEPHONE 206-674-4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 APR 012019 SUBM1TTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - LEVEL 4A DATE APRIL 1, 2019 DRAWN BY PD SCALE 8' 16' ID1.4A • SHEET OTES: FIC SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 - P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 - P1.12 FOR WATER SUPPLY RISER DIAGRAMS. 0 CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA"X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT 74-INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT 3-INCH PER FOOT. 2. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 3. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. N z .x �JMdh AC0.M' Ub;'+'.•_"C iCd:{4ff.K<VJc"J.oc,�c+M'vrw av •Of•i:^. \ ]. rc.;.IX.W.L.%.:� y��; w',\Swi•fYfYr}}}}: YX"hvw \,^rA00J[+{w{-0 �M sr��+•wI"Wi�•• Tsv�C�vi'S\V��Sb'�f j AMR :.... 3"CRL FA/TB (2,025 SF) • 2.- 4"IX :•..U.:rfi4TWf.{•:L-,*iiY]•-].4YrM•AGIXr. A'"w,\Yf ... .'+... [ DaaflcsKvwYJ ww�� 7._.':iTi"•'�� z •-0+4C vM.P.MP•'M.[i0•iAQC{'Qj+r/[ x,,.;Y;')..cc'/"44404K{A\W\`A`G+}Ya2twV'+':?IMVT:a'4:\\w.?^:%�/Jh .'JA,.tY#>Wr»}Y.+. n\L?:+l:L:�; }T,,IX.?\\\t.:•`•`• r.w\•c'.A+%M{Hf•`: •C"C^CCCCOOOOi.�Ni' J.CYA\\w1C .._........,v...t(:v.4.Lw%}+}}h\\\`:•%•^.:iN#YOOOC4}:4.`a•>:+.'f.�YS:40M4WOh•>'•i,�cwUY20d5U00b:•><.w?; ». •+ •� .,v..%S'N:•)isL.v/+M•.ti\`{i:{H.+`rT:w'[?:t{•}}}}}:.k{:•..:,�}. \JU+kWJ �i�s�55SF>r„" z�� � r`�Y�wLs��<S��T1�.:�'�i\�`L�7^K �iY�O�w'.�i•.r`�YnZ:G:f r�L'%�A�.�q�{ 'i•\ .`�"�h 4 ��J • v mo ,\\xaz•A� f c v w•w,-.w..=4,.— �:c .... !eteM»oa2..t.k... •.... 7 A+Hr....... X+•'-�2 \.C2'-'�e 2eea00000.�t ,,,, 2 ` ..'v�R',...' .�i,:aeoaxoae000cov-x,w+a+2.uaroccarxa-`xc'.s.•xaa�s.Nx�x•:oY0000000rowoawti woe»tav».v:a:sx000wooca' +a-,a2,xoorot4><vwv� > .:u:t:. scten.' �{ a '.00000o000oWDTYcc. `KttoDD'tt+iaY}D'w':.{:+'A�• dooa-�`>?1.�.}i{Wh\wo YJ000cJoeti9i�:axo14� otr2oP'A�{L[+`2.+20000DooMDDiw'+�?x2oD0oo000P'hPDP>`` �,tiVtk\W'{ dOPY_`ed•: 4 o Yr�y-- �,:o, { O } FLAG \OTE S . wxwox . �,\x:c..TT222.vrc a.•.rx \ ;spa' � ::�;xr 3r� .::. A• 00000Yra^.=�2c...a\+�oeoocrnr•,y 'e7o.�i 5, i 1 }e%W FA (59.125 1 »"HW FA/TB (69.0 FU) __w?„....•gin ..�,K:.... caAecc'o-•.00acoC.�ci{c�rrtwxMnW c.�'k,`Cb),l`tJNt?Y' k:Ok. y-0yrp2P},yx!•y({.2eahe.MCTM+M' �(umAVOPAGOPTY<n`r WVFAOh.`4JC4ir-f)?.v.{000GGP)OCL•> GDc<Co000000DODx.:Mw<•�vvmvuw.r �. "v...w.v.,rvv.n. ...-....�.........__._ v Ty,bYc�xxFiXo.f+t9J#d�'>�v'd�b'�`z" 72i"d'+c°'Y^i•?v�r'"k'AROdd&0•fM'r\�°:Sk:a^'.''-0J74MpkF�hb21^F' �Warov+au.:.v+.\rr i "-�'aW335oxJ2JE.'¢.`Y2�k•. ,�Rd:.Ri� ..-:oa,,,wfokwAwx<,z.�,.wnva•.•hc.L,na,+H� „�,= �rJ 1P• '{i /Jl ITC `a�xrrL wnuv� xj 4 • x{ {awYA00006NY��,..N�00KW i.YYYwcw:�,U�'P�L+Jr tMMIXLv... e?s?w?oe 4"CRL FA/TB (2,250Sr) (2,240 STC)R £z Q • 4" MPG\fk 164 MBH) -477 Y4"d NIT A x 2, 70_' SP .r . 2"0 SAN FA SIZI\G \OTE S . X"(59.125 FU) 4"CRL FA/TB (2,285 SF) 2"SAN FA/TB COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2-INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RATE OF 1-INCH PER HOUR) IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 1,440 3 4,400 4 9,200 HORIZONTAL RAINWATER PIPING SHALL BE SIZED BASED ON RAINFALL RATE OF 1-INCH PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 3 3,288 4 7,520 UNIT - ii."CD FA/TB MPG Y4"CD • • 22 1"IRR FB/TA Y4."MPG (164 MBH) \LY (235 SF) 3"RL FA (285-SF) (570 SF) h"MPG UP TO BBQ#1 (42 MBH) h"MPG (122 MBH) »"MPG UP TO FIREPIT (80 MBH) WASTE SO \G \OTES: 3"RL DN (375 SF) (140 SF)1 (245 SF) \I‘_/' (140 SF) \'..2" 3"RL DN 1. (295 SF) 3"RL FA (260 SF) 3"RL DN (555 SF) »"GAS OP TO 'BBC)#2 (42 MBH) WHW&CW UP TO SINK SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. PIPE SIZE, INCHES (1) 2 3 MAXIMUM WASTE FIXTURE UNITS 1/4-INCH MAXIMUM WASTE FIXTURE UNITS 0 1/8-INCH PER FOOT SLOPE (1) PER FOOT SLOPE (1) 8 8 35 35 4 6 216 720 172 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\DENSATE SIZI\G \OTES: CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) % < 20 1Y4 41. - 90 1 h 91 - 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8-INCH PER FOOT SLOPE PG1 9-0054 0 a' MAY 2 2319 City of Tukwila BUILDING DIVISION I RECEIVED CITY OF TUKWILA APR 0 3 2019 16' Eacii OCEAN PARK MECHANICAL #283, /4900 INTER URBAN AVE. TELEPHONE 206-674-4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBM1TTALS/REVISIONS DATE DESCRIPTION 11/16/2018 2/1 4/201 8 01 /1 1 /1 9 02/08/1 9 02/22/1 9 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - LEVEL 4B DATE APRIL I, 2019 DRAWN BY PD SCALE 6 I —0 ID1.4B • SHEET \OTES: SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 — P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 — P1.12 FOR WATER SUPPLY RISER DIAGRAMS. a CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA "X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT 14—INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT A —INCH PER FOOT. 2. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 3. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. 4. INSTALL PIPE EXPANSION JOINTS ON WASTE VENT STACKS PER 2015 IBC 2304.3.3. REFER TO SHEET P1.19 FOR EXPANSION JOINT DETAIL. ` »}}'„M .!'.4 cahQ+ cc,,,,,. t��., °°w=:.°4......vwill.xAoa,,,. d9L?,,,,,acs,,,,.; ,,,?- ',C ". L,w.•'"''" _ n.,,,,,,, wrr».., ``.s . • • ,�,,,,,,,,,,,,, .,.��n,,.,an�.o-,-�r..'�. �;-�.,� �!a„•,�.,�,,,:»,,.,:»,... ..R,:.P�,nr�,�--,�,.,it-�.,K� �•d.. ,.,,,-A...,..w-.,..�..........,.,....»....... ANI C �. .........................•-- --•- Kew-. ••-• M ��k�����`�`` �_ ��'''` a attccc .ns'nv.. xm.l.• �.,ra'calo�: %.�111�.`Y`Ci1Pc.�cAY►1�MY11,VKH>��\K.x9••CFi0o7C.'6, VMCbaiFwhiltEebz n �}M'a"fi�\f� � � ........... ...,,,. .:•„ :.�`.':::"�::.n`� �;,,,,,,,,,,,,,,,..,. �;,•r�'CFScs£e�fidCN�ftft9JC 1 3"CRL FA 7 (1,695 SF) ' k i � 1 ! �F '.�sX.[.Sitt Jtk�i`A'CtdO?ib.'3Al4G�iW}Yn'h\kk•T"}Y.Uf}}}}}}Yfi}}:S}.Wy.CtifA!•:{FiC{JCltillJN00F:4�h1'•i,{}1\JLY.Y.fifY'M1L):•L .•Mn%v'.?+d%•h•�\\�MV:h"i: � �T�NCS^niCtl�WdJ`�X` 1`!RJ`�1YAfM"J/.��YGtl. r' QQMQ`iA.f16^�i4-0i?.ttC.:Q"JF•�".}72'-:%"ti4Q+-Av`a`;�y�t�:! �'` h 3"CRL FA (1,895 SF) t�}}7avcw�A;vrxx<o:�:A:wwc}.cuw.x,+s. �sa>o->ec•}: vt,�.�n:r Acmc•:af..;wo>xcc�> Z �•�.w '.�,,.}`x.,ear. n.-o.aa.oaww000w k` �a}w:sb?•xovxw»}».}rfm:•.aw •mr..crwsoewxv.Fy'ma}n.'r}}}»srxnxr>wrw.}w,cwcu�mr�n.r:r aHvr, �.r!vF:'Fa',pn;a,�,,+vi:,".•.:..:eev.!!. /a4.%S%{•rv`JY.:,`h\}Y,,Tlk\l\l X,K9S%AV}hU.'•)C}..v ••••••. •..m....i.Yi.%4:4}:4}:c-0Ooh?ie' �k`'aAQ z'i ss � �Y'�taYisF` :i:?:i'dcyAJ,tcl r�k^'•^�s>:r�;6F'n:3 sew.,.:' }>.#: �k"cAJ ;m< 'z '+8.� fR'it., }? �tr• .f. +22".: '�, S}T.22i , L 1 iF• • • • ftC•v.'C.\�Y.`h`"C.GhtlWGT�\'%AVMC�fVi{fdY/F,A1�1i•Y,AJx?a.:Mn W.K.0 \,K.kWYLttttWA uNIT Ft 3"CRL FA/TB (2,025 SF) U N A., 6 .••}.c�a-rnWx .. ]GWOWJ00C3?Xt4'FriJ:at.,,_:-•m 9 2h"(298.75 :F aaQacaaoi,KL 2�fvMvxrnr....: 3": 'W03.625 FU) 3ICRL FA/TB 2,075 SF) • 3"(629.25 FU) wwwwwwoavww»a:rF�saaaow rFn �uauAk- W000WOOGOv(•]OC';QC'FFAVNWSYFAVW'!,a t}:!c'✓..-:��%n�Av`0.,]Ob10b1]GnJ.:,-vVh'\S.tlA4}3'ACY e^.}YwC� b'n•�>.+,1CJCA\ +a:'.Jliali.-0C4/•<tq�}•.0000001[+1; hJI-10W/P:LO,KJOC9GlRSAvFFiX�CaaG:•. _ \':•-•---- • --K••$�ppppW'•AP%SV)D£Of{JWX{d0.K{%-0htlM\\�\h\.A,f•cflxv'P�?-rwPYc\��vA � - - .n�^v!'.a\`Y�'AVbth`PYAYAtA\\ ,p00cCV.fvKt{va31 v��l �k• •CC��11'\�`�t:%�CSD?�o-°ter`�eii`>.•itz.-ARSsh��'rft:T7?i�s:sc�.�'.a-\h'0, ` Qp. 4"CRL FA/TB (2,250 SF) FLAG \OTE S . • 4"CW FB/TA (1,041.25 FU) 2"HW RECIRC TA (30 GPM) 114"HW FB/TA (44.75 FU) 1h"MPG FB/TA (1,811.137 MBH) Y4"HW (3 FU) FB/TA "HW RECIRC (2 GPM) FB/TA ACCESS PANEL MECHANICAL EQUIPMENT (REF) xow000irxrxr}xA\'�ctr �'`` - . • r- wa , ¢OK{SNVr$WC4`A' KSSKV_. 2"(221.125 FU) % �s`„�xcra-.asu, xx `�lss'�>�scss�c� a�}.tre�ca`xcaaaw. 23"(337.625 F TRASH 32 • 3"(668.125 FU) .10,40,14 .•�rxtc_ 2»"(471:.0 5C•,}Ti}:.�tiK•x:..Y-0CYn-SK-H,-.:AIttM.v'mC'LJCLA'i:5-JOOOOOOOP]PA'ALNYAOPYl:4)L:S.ti..}:::4}::,,Jh}--?J�h+tM'A N1(,` ,+�-•...-.-._r.5t:aro•[^YFi•T:,:c:.W?YNOJ'.LYF•'+f.X•:SIShtlG6)OOA000OOOOPAOOc1WR'�Nw. mTx7:-vP:G:L:{•x:L � ' n 2 (441.625 F p�'a • eY��` .,. 'G SC£VdF h..•...,,,, ,•.,,,, .... ,'' MAN, y JC STOP V fT 2"(184.75 FU) • • ,t,,,axrx,xoo :^•ar; o•c:.«2L,\` , � •,,,, r}-«ram-,K<^w. �.tto t‘,..,,,,,,,,,,,,...,,,,..,,,,,,,......,-,1 NG \OTES: COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RATE OF 1—INCH PER HOUR) IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 1,440 3 4,400 4 9,200 ROOF DRAINS SHALL BE SIZED BASED ON RAINFALL RATE OF 1—INCH PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.124 PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 2,880 3 8,800 4 18,400 2"(150.625 FU) UNIT "r R ,3,"CRL FA/TB (2,85 SF) Wftaoski 13/4"(43.625 FU) 2>.11 1 6.,,PiLD WASTE SOW \OTES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. TYP) 3"RD 0, (255 SF) PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4—INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\DE\SATE SID\ OTE CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) Y4 < 20 ly4 41. — 90 lh 91 — 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE PG1 9-0054 EWED FOR JE COMPLIANCE APPROVED MAY 2 4 2019 City of Tukwila BUILDING DIVISION OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674.4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 MAY 062019 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 05/06/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET REISSUED FOR PLUMBING PERMIT DRAWING TITLE FLOOR PLAN - LEVEL 5A DATE MAY 6, 2019 DRAWN BY PD SCALE .1/3 " 1 0 PP 16' P1.5A 4 • ',y S -EET \OTES: c? SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 — P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 — P1.12 FOR WATER SUPPLY RISER DIAGRAMS. CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA"X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT 14—INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT %—INCH PER FOOT.WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 2. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. 3. INSTALL PIPE EXPANSION JOINTS ON WASTE VENT STACKS PER 2015 IBC 2304.3.3. REFER TO SHEET P1.19 FOR EXPANSION JOINT DETAIL. tits W P1C 3�: t}� �jC a(cfwCox«,,lC;,\CR\\`0.`W,`4W000CMKa1^WWWOOOPWiiCK•NO[9000Pv"eCae<e_YacufvKLRI•<, ,\`OiCv {YO�uNOWdDiM�ACMti .�.rf.�.Y2`OC'�Vt.IXJtti .. %),'T`i:Nr:•+J,,`M\ iiJ.W WJOODOOOA 3"CRL FA/TB (2,025 SF) UNIT F c 6 Eax Ica x•> � � e ,`its ATfi0...A. 3"(629.25 FU) _ a\....,vac+;Ln�axa a\^T\\\\,aowssssssssoaavwcwv:r:sonav»s ..�w+ '.,'y'+Y.vUkAWk4' ••matititiS{.ri{<'F{aOC,\VfSvW'F.•Y:TM••`e:•,,",Y: x. .•�dOM�/MYMC�//M::rfi'M:i:,HX,<,:•}:.... •k.: rx,_tin..,....f+«.tL.CtL.•••Lv.T}:vav'L{{{LMR\Y A IMMMINatek • 4"CRL FA/TB (2,250 SF) • `::.^hCvOJ.WcocJ}]DOCoaAP]oWG{000eM]ro(x,�^:et0oo�awY^?cv< t'�eK,� 1 f e 3'.c,x �,,,,,�waaaa^ce�rnyviasaeaoammccra+� �eoncw<c�ee>srcrfn�rca^roerotxae ..... o...»..�.woeyaXau�c�aoeaxawxaoaa•.kwawc.wti�vr FLAG \OTE • S: •p. S : f.2Mk!: 4)>,J:<:{{{•YM TY4fU`A\Yxwr.� . 2h"(326.625 FU) 1 Z"(77.625 FU) 2A 4" CRC. FAA (2,240 SF) A%- ,.v.r+y+•1��•Q'v'y`fin'�n\`.�,\\^'Sa�ifA%Yr9Aa\�c:\Ji: • • • xit•xMMSSVASLN. �•+.+idsR•tX •i7Y1� \ *"(471.0 F w:auan� 1WCW FB (59.125 'FI.1) 136"HW FA/TB (69.0 ru) cv .an y wwyxworyovvcmxwnvw ; �: �'df$iGYlv*o' ww� 441.625 F 2h"(410 FU) ,\' a`a9:Zr-Y.C�.^Nh\`�vD1'�C�?S:,arcLawQwXNQQP'QAQQMW3CQh`.li, 'c:'t:%.��p�CiA�•�:".fixSRi�Cp5m6NA�.�;�1<uY3ia.>.nts=::.`-:•`::dJ)LIt�O�ktb:ac - ^^.'<„^ \^cc M\w:� `•'`•• � �`0.'cv fiC•\ ,'h�;a`CNiM:J\1 nVT\^A^(,^�FTV^S{a\:a+�ac�:N.vith`h\\�a`C,\\U.H?]M ".a'•i�,K-:.h fT\��:J1,\,nbV;a,\Yv"a"::•,•a^K+{(LSNtt\Vh�FIhWN\Yaf.\,�{. Tt �. 26 YxY '-T..d5:h7Y'Cfy �.vxSh^C�i1:i Yi'.d96A\Vta\VJ aOooWNo.+W'Kc-t::.NPN_i3tecro-vk..`phvWYiQ'C•vX�4St4y?xPXt+i.�•�'f`�(� aY;ah`"MTNK W'SCCC•ic•Rc:-T•.^.^:<V �\ L,....\*w.\,� •• =s�.3.33�:f:Y.�i`�`c12C�.`•�'dC`[ 4'�562i�t;btu.�ctY'8.-k`a`E��`�y2>"�.\^T>`g?i8N#�o-.F:va„v"':•..�\�. r�^`.`\.�. `�n`X`�'s, A at ft �µr• :$�4:3'?.•l.Fk•T: n'X�f`�iFctx�tc6^'�ihtr,;q`s�?s$.y�a?t�f�;;u..a.:•�s.aa`s,:oar� '4'#441.4: 'btSrSk$t%b,dit 13?n`%r`.-$"3:-5'c.:.'+ .a v. .t.",d�i� e.^:_,•�hf'YL:�".. ,� ? ram. •+i Yr n . Fd�S \ d ' �'�n•;t`a'��"^"+,"::.:<:-Tv�� A}ff]�YAaufYrfl:Si Y-1VS ' v-.-r<x•:>,`:awoa:00000aoo-+gf f:. acxr_-:.ncryaY.fu+uYr, VQ11-FA/T13 2" 249.0 FU xn4AUOFX'{.M�.:4� • a2"(189. :$ . .. .•�f�f�Y�fys�; orc,,yx rY n • 54U) "MPG FA (164 M r. ax �aYe <c �a\n}9M4tr?M\Y 2"O FLOORF DRAIN $cxaa\'i���iacaoxt� aaac'caR ca•Ksk ��� ,. ...............�'�.'^•^�'o�r�kcss-s:;rz:��..°�;:.»....,::`;;�ra�•+k�.a;�:f,��...�...4.K�:T:•aF;,;w STORM SIZI\ G \OTE S . 2"FLOOR DRAIN j"CD DN 13"(41.375 FI 2"(110.375 FU) Af'Df3^.:7C«MCYW�ti6A2'sy,>,^� a z: 4"CRL FA (2,285 SF COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RATE OF 1—INCH PER HOUR) IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 1,440 3 4,400 4 9,200 ROOF DRAINS SHALL BE SIZED BASED ON RAINFALL RATE OF 1—INCH PER HOUR IN ACCORDANCE WTH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 2,880 3 8,800 4 18,400 • yCD DN .u,v^•aeerruu`��F`lU�-'uF%NKG4`'4�!�Awh:t.::C'�\4vN•,}y,^�?;��'�'�Y'<sfF�E' .FAT: Y�IC-�S?k�.�.: HyO�S \ _ -•'••,-- -••- .: • 2"RD (235 SF) 2"RD (245 SF) Q { • 1"GAS UP TO FIREPIT (80 MBH) 1 "IRRIGATION STUB REF. LANDSCAPE DWGS. FOR CONT.. (285 sr) (42 MBH) (140 SF) (140 SF) \1:11 Pc r6 h"MPG FB GAS DN. TRA1NSITION TO CORRUGATED STEEL AFTER REGULATOR. WASTE SIZING \OTES: • REG SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. 5 MPG DN »"MPG FB (295 SF) \21/ (260 SF) GAS BELOW PAVING STONES (285 SF) \:-:/ h"HW&CW TO SINK PROVIDE AIR ADMITTANCE VALVE »"GAS TO BBQ#2 (42 MBH) REG PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4—INCH PER FOOT SLOPE (1) • MAXIMUM WASTE FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) 2 8 , 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\DE\SATE SIZ1 \G \OTE S . CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) % < 20 1X 41. — 90 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE PG1 9-0054 ;EVVED FOR .it COMPLIANCE APPROVED MA' 2 4. 2019 City of Tukwila BUILDING DIVISION OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 MAY 061019 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 05/06/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET REISSUED FOR PLUMBING PERMIT DRAWING TITLE FLOOR PLAN - LEVEL 5B DATE MAY 6, 2019 DRAWN BY PD 8' 16' SCALE A",i'-o" FD1.5B • rfr 0 SHEET \OTES: SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 — P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 — P1.12 FOR WATER SUPPLY RISER DIAGRAMS. 0 CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA "X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT 3—INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT 3—INCH PER FOOT. 2. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 3. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. icaaa•».+cT.wx h..T.a jp t7,7, MMOCB ,vh\NCS c:+.exuv,`:..c�:inTx svv,.rfa:oc t7P'.aaa•x:.{�o-x oarAI • :�.g�h�».nrxtsx�r�cc��aaxco-�nm^oocxoctc:v_arr;. (� R�6•r.:V00dWf,alMA�S } f ..,-i�rsiK• . 4 vq „rry:.c v i S.4lj •3 Fh2'ao-TY..•o-'#{rrrs:+N.'n. x{...+i.,o:LfcaeWfaiJc:3au-i:.w»'.awcoss�b+oh2ar.'aka:`.t,a:,LtxtLxc•a.•rvo»autw»a:s{waat{{{{,w.q�•,+;aae{:a`F�vw,. '%cYir3iy,Yt3'.x'�'.f:nnb1.`A"�:'.:�Y.�FnS'�`?S7o:w'i� 2w, fi'h :kY3n^'sAnq,SYkNa.�Ss'9,C�'�. W. 3"CRL FA (1,895 SF)E a•:\\:tCxi,oaaucraY}»vy. a..+!; ,,.}:•h.pu:�aur4aa }}:aoa Jv.t::. 3•-.+k.,tib`w:t�i,'t`,`'�tt'tb.•ifflvii%%i,\`,vi�'i$.S '':f.`"/N��. ft. G+• 3,8.,^. UNIT B jaw ;TT - SF Oaca0::4F1/.vaY.'.}T::f.�iJ3L:;HJNcaex(C%CGi04C^JDO4WCifth'fT]000OW W00]0(�'/.kOn .•;•.•TA'{9Y-^C0f4xf//ox•W-.v`mrtMx}±^-J:x A%t]OW4004P]000�.vY: UNIT Bat qr;;;; u„ri•�rvxvt_-SaiRW:4.-7:4':/tSfAk•;uaf-\.r9'L3w;igy5ycxo� k:rY,#�•' r c{tw:+iE6Y'f1A0000 W 44C4 W GAV P%23.\`OOi . 4»ioOPx'riti��YJ .'t: T.�MYf. AbTTT?'AT,?P v` Pr(221.25 FU) �� kl A000a].roaw7axA�Y'aANF.fc Y,F" • fir � . aoo pan we •:w ��%o•�n C:: iY• .,.n• .o �..r..rf� 3"CRL FA/TB (2,075 SF 1 { L a�aeaco-»acuaaaaawa axaaeaaaaeaw. _ -, � •• •••• Y^tavO�GP]OW%M.OM?XNK-K,YA:cfYb1M•tv;-0E''000N%Nt; `c�.\+J.Wx�:.%C6T' .....,OOF%••^\vh^..��000OC�+� Ai2i{�Y``f,'e.•..i'TIC-IYI�S�a�•¢b:\ �4� 6 UNIT A n ^> rfw .wmo-.tta a�E ;v.•:aaaa/.�rca^cvf +�•xaacwccaacc, �@�tihi-,�QYssk`s�d1,rSMF;+;�r'c�t; ;rct���;t, ��ii;a`•dt'�7f,:tl�.t�h�?2C�ir':�l�a`' { 1. }} ti--,Tlarvti--ntitc;.-`VVshte• .v ----- -- �\"-•"-F`-8::,'Y,t,ht\v1:\�-0OO:tMOGYAGGOGC0G0.Y�GG,MA\\'OWGO4000hr\1 TT]400c' IX•],••• - tr"t-,Jc0.`YiC,tr: }%h`OC4ntxe0004+ a'S\q'CCTXiz.;'c > :kke,- i. , FLAG 4"CRL FA/TB (2,250 SF) \OTE S: 4f `�dchlSl4:. {oxt{{a{tr � r 4.i • .`:ti•` xx.�.xnwxwrrx 3"CRL FA TB (1,695 SF) y� L <ev/rxaxw.wewd r/ JJx•r^X•.Ji�VI{C jf , tscka: cz,,...,. .tV .c• o aQ.�� 1 C2 lx�retarf>xP�s 2'1(166.125 FU p • • :/�cy.Hmw.<ati¢rtdsraq.*�at�{ •.,.$%.n %.i,.,,,�v •,,il$'�.ti' i `\•. ..... Y�,'/'1C•'�3C'n�LS+.v. 4[•M'T Tv i :�'Cd: \WvKwtNn'SH+, hY1+,ti •*�:.; .. .•,`1`f'aQ�CY+`f'YsY±;'R'�Tfi:{tc: ; �• �............. <3g!►.'?aR'ficTr�_ r��hvc;:: rv``,�'Y,•C'is'.'. •;+YrY;{-::hi��.:-.�\ � `ZZ1�r+�cci4KreKi<Y0.C�f:cAa.•:t ....-- ----.. .-.-....... �a.;wfh'?�i��3?k�=rG/�+ois' F.'g.�:ff;1,^�.v<;3:fdRYd+C;iKr,.'r9.�+&PA" ':2't'.Cko-ri\'r{,"fi2tis?.�>: 2"(137.25 FU) 3"CRL FA/TB 8 (2,385 SF) • • a'.s�a^caat x;�:xc ct�•a: s�.a�rwaxo��s�az,a CY'x r J\, 1211(110.625 FOY/ 5 •.'h"SR � zR444A'xL�cayoZ 's'�ar: �;i;=,.K�o-::AYx , }� x x. .ti{s,=rx'--rect::i.c- ".,ar•� awa'S'�Nx''A¢c : �oii;:;a� ��vlr�:a'Nc%ct,�a+52• 2"(250.125 Fu) `OOx00000�`63100a0>Y 2»"(477.75 - FU) C 'r t 3 wxa� a�aaec000aoc�ae+>xarxx.: waa aaevovcan•�ox.w-caux-re<, , rsx-^xw'•aar•f+o-hxx•.{m�x,� Wh „sz a44lOPlP•P)P' �.�a• • T� a • arl • /• — -,. 17C C:z's,7iwtio'�kkfa� A'Sb 0\tX?7�+C�bJ'0Y :.vsx.. • y"-;�:-fe:<eaa:3tK8ritS�LY4t�FNa�\'hxul#e�bb.'�y��,ye. • - - TKuc�eX+S.�`c+t�'&W.ca�,aA�7igC#�'44ah� k 3X,tiN.J>f.N/+[QYfi/WIXQOPOC{M}:.x+at�f/%:'�^Wx{9fSti%%�:3,v;q �Y ..... ...--.-,,r• rxv v...... ............. »'acurncc,t,,OOCfa-:cx•-,�eoom•AD4ocoCL-0IODYACNAIVDfaaao-no-uoTPPo vwa.c-w.,r.Na�cxYM.Ya.^au.•w�Jtowfrtamnv:.w.wr#f{ '•.• "}QQ,^QCKoYSA�.+SC.v'gri"y�e�f> WD�.Y4C {jp� aY'g9X{;0%XdT\.�:V.V+2�i•W}i�j iti -\ �.. y W,oCYfa3:atL.twJ 2" (448.875 FU) '+'mac iYa'.t ixwY,a,�^ vr,, �w"k�v.-xrcac-«xc'{�b . &YMnvv�•wnwf��-x�:xa`-a. . xxwo-afterw•»x<«-vv-mac.cifc;cxe-�twrcwowcoocroo�o-�»�0000-xuow000ronwwv+c,Y--nvxna�cxc•exaY M +:.,N.rxciicahw 2Y2" (399.375 Ifs C- 9: • • >i00DYR•1:4F- .rM.WJ.v.^^ 28 • '355.5 FU) ,(36 FU) 4"CW FB/TA (1,041.25 FU) 2"HW RECIRC FB/TA (30 GPM) 2JFHW FA (294.875 FU) & 114"HW FB (44.75 FU) 1J6"MPG FB/TA (1,811.137 MOH) N."HW (3 FU) FB/TA Y4"HW RECIRC (2 GPM) FB/TA ACCESS PANEL 3"HW FA (507.75 FU) STCRV LNIT • \G NOTES: COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RATE OF 1—INCH PER HOUR) IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 1,440 3 4,400 4 9,200 h11(84.0 FU 6-5)—\ Y4."(31.125 FU) • WASTE SIZING I\ °TES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4—INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\ DE\ SATE SID \G \ OTES: CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) Y4 < 20 11A. 41. — 90 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE PG1 9-0054 :LWED FOR COMPLIANCE APPROVED Mkt 2 4 2319 City of Tukwila BUILDING DIVISION RECrIVPD CITY OF TUKWILA APR 0 3 20N PERtvliT CENTER OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBM1TTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - LEVEL 6A DATE APRIL 1, 2019 DRAWN BY PD SCALE o" 16' P1.6A SHEET \OTES: I51( SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 - P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 - P1.12 FOR WATER SUPPLY RISER DIAGRAMS. CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA"X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT jet -INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT 3-INCH PER FOOT. 2. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 3. TRAP PRIMERS SHALL BE PROVIDED PER 2015 UPC 1007.1. •C:,-�ac•TTx,•xrryKra:�a:.�uo�.'-c:atreee000' ae<c<navtorx: »Tv<<w+.m,�e>».<•2 yeti t.• • ,..,; _., .'�"'�`�•-= ��/.7a� ^Y+vs, cT:t��\�wt,;;•rcx:'w-a��wJw�T:. -:: -� ; x:'i'y�.'''xis?`-�\\\�i�'i.`�N`.''S+xRak��c1.�`%�;.: �i`h`A.'DX r3�`•i`w �:a�6�-�: n ceccttia A�waow000000-J0000cw:rrJ�uo�am>oa>xovJca'�no; ..�>>.`J0�.90��J.Y.\Vv.CS<•;•`3NNd]pWr.� F,: WLidM.MS'tiK•J[•'JlaJOpCCppppNe'iCFF •tL•h`COOOCMOCY a, H`rll.LJSb,WL3Ni'F.h. :..+n+Jp,]yJpT>� .Tn:>WJ nUC..:-,!„T,WX`COpa+000Cvc,,...'-,N.. C tr., . ASS-'b��Y."Ll��Lt� .�. • f�^`'i'Tl},�`C•%'Z,v'JY Y o:L,cr:vW'MOOMo-L xT. Y,1w �ppjjfpyy5.-� '}���•e.xM•J .aOpt ��tte+atittoH���.o»T��& cb' 4"CRL FA/TB (2,250 SF) • L, 2# n�`S'-Yk:LaRCC?�JS'2Yh'�XO'NQQq�� �O: t. J....C`::::::v..{.�n::�vi-.5.\'^kw^:?r:1•.,^^cn;•;,: AJOCMM(4:,Y-r_...:::::.,.w., v:.5:: �X. ;t. •• YJKf�0.4RRC�4'o':C�`+GfEV bk�i �� ++eara+ecaJc:�ae�•..uuac+:i • i+ XC�+D)LiCa :[.+T^Y.ah'i<d070000pY% y»LA :•G�A.FJ9Fi? arcs .31 ru'➢; ;6 oua+crszct�a�nxx LNdC••••�00000. •. 1 w"HFB (69.0 FU) 2'(251.625 FU) 1 16"(55.125 FU) 2 4"CRL FA/TB (2,74osv) f. k x 1 TR'NrCVCCtlb:(�acC�:uAS.+c�cowacAwovNlr.+w,�owoNp�PJvwMxw�ax: �..,-%::ioTrt. ���x•`'a��vccavevvvc»:Lvawwao-woeawvxar.,..a+vutovsxLtuLJo-Jcoeaar00000savc }c ,.., vt •eaeee c k; UNIT C,2. FLAG \OTE S. 4"CW FB/TA (1,041.25 FU) INHW RECIRC FB (6 GPM). 2"HW RECIRC TA (30 GPM) 11A"HW FB/TA (44.75 FU) lh'IMPG FB/TA (1,811.137 MBH) Y4"HW (3 FU) FB/TA VHW RECIRC (2 GPM) FB/TA ACCESS PANEL JN U NI f( L a :Y^kk%�i$-i. fr-0CCP]v�.<S'xC•}yiC'Y�iS:,vF.-T��.-:�C•h+}JpG4CVP:TiP::uroW�?•i000aC0v�ixL�,t8:2LIA[-0[9CALC�+k �Y.K•)Cv[TV.�t.ACGW0.+000(L,•c•T.:lNIdC{t•+ `E x•JTJa:��r� unxtLto>..-n�owmrcc '^<�-�^ss->�x-rr.`??iR0&tFST`:-).:`:::.aato«'>?J.}rCotdcoT+`�--:anr:::?:; J>»: ova: •ey.Jµ;,..,�.,,• --- -v. ra - -- -^• ' - �fY'fi O°t '`'L-g i'�� "-iH. +S' n+Y„rr%-r. :.tk, �.A ,9k, , .,H...+ :•T,cc..t. kvFra ',MO.,. "34; '+�: Git:.fY'%Q4:'sy7+KL,L0.'0000➢N '7.hXiyy+( 2»"(448.875 FU) ,...�. � ~ :6aara•R-racrcw�xrvn+, I..,H htiU„•% raaooJooa+...c«k-,Jeoa00000cTvo�.oc•.�uxcJcs'� • d2� LSNAJJm% {{{is'W.\,i,�,.�L,C\\'M]W(++wrL'v.4,nY+NApOM•:v:4h.:w\\\�„ :T:N'.�. iuk r—r 11 3'- 2)61 55.5 FU) 12n33,6 FU) .. • 2411(309.75 FU) CORRIDOR B 2W(280.5 FU) STO MOM dR 2"0 SAN F* (82.125 2'1(196.5 FU) "MPG FA/TB (164 MBH) SIZI\G \OTE S. 136"(55.5 FU) FAjTB (2,285 SF) COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RAT OF 2-INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RAT OF 1-INCH PER HOUR) IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 3 4 1,440 4,400 9,200 oz 1'1(28.875 FU) • WASTE SIZI\ VIP TYP) G \OTES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 1/4-INCH PER FOOT SLOPE (1) 2 8 MAXIMUM WASTE FIXTURE UNITS 0 1/8-INCH PER FOOT SLOPE (1) 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\DE \SATE SIZI\G \OTE S • CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION MP) 1Y4 21 - 40 41. - 90 91 - 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8-INCH PER FOOT SLOPE PG1 9-0054 atiED FOR COMPLIANCE APPROVED MAY 24 2019 City of Tukwila BUILDING DIVISION RECEIVPD CITY OF TUKWILA APR 0 3 2019 PERroi_ OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - LEVEL 6B DATE APRIL 1, 2019 DRAWN BY PD 8' 16' SCALE 1/8"=1'-0" P1.6E3 SHEET \OTE S • SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 - P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 - P1.12 FOR WATER SUPPLY RISER DIAGRAMS. CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA "X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT 34-INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT A --INCH PER FOOT. 2. PRIMARY AND SECONDARY ROOF DRAINS SHALL COMBINE INTO COMBINED SYSTEM PER 2015 UPC SECTION 1101.12.2.2.2. REFERENCE STORM SIZING NOTES BELOW. 3. WATER HAMMER ARRESTERS SHALL BE PROVIDED PER 2015 UPC 609.10. 4. REFER TO SHEET P1.16 FOR GAS RISER DIAGRAM, 5. INSTALL PIPE EXPANSION JOINTS ON WASTE VENT STACKS PER 2015 IBC 2304.3.3. REFER TO SHEET P1.19 FOR EXPANSION JOINT DETAIL. 4n........v,v.,v.wRmµ-Tr. r-+a.-I•x.-s�nrvri�n�.�N�i.?�0�\�G4�fA� �ruvcv+:�aLYimv. '%--.-c",-,,.:yr.vnoxR•>rnnna>tt.�cw.txemn.�n�wrm:............ ............,,....t..... UNIT r .......................... ..a???????oorox000cc•+eec�t';«L,Kwnv"smnR««�\Yer#C6'r✓txo:aea\\. .... .. . saQ;N.ah `Ott � tiW....,,,.,,�. ,..,. ,,, ,..,�.` _....,.....�.�-lL��eh^'JnWJ.vt,^'•%,�� � : V L � M 3"VTR >,:-x,:mvm•� ate` � a `,�r'9i�w i�• »�, •. `SECfiy.tM.CFI'�`.Yw`ru.'SY+',�drkJ�1':�`iJ^.4?3�'R?•`n',X+S.'LX"� �^h2i;C<7A•`45s\'Q4:�Ys`2`�w.vv.,.,.,.,.v.Ly,.•p`C.".uYRt,'�?'i?xR'�YG�6SfX.".�?i. 31`-RLO..` FA (1,895 SF) I ' 3"VTR wrow»oaaroc�000.-,: �>ixs:�x:a•J�a�.s.•.w�.�rarF�. � � � � ` `' c�cw,rr. u tArocttc:4Ska:vpr:•wFN:: rr:: r:_rr:A:A>»o-»aaww\+dt iaaa?,:u.-;:cx .. aaooaoaaaaaoaaaaoaao-•,aaQwarraw,o-. �ceovoc»xoc:caawr,..•.-c:;cc•_,Lwccr.;--r:---..,--,,vx-:Aa^aaio-»7eaoo-xo-sa+ar:nxuavwa>aw rm . ary,.n�gex lug �••o . L{x w axxFrAr, t' ej,�i}x000axavrorvwrawnca•F.c»ac.�.}:c i�Y,nsah•�<,tn 3"VTR 1.r" x x07a\',•Wt:�C o-).5�� �:c`^-�•Dexkvr. Jdi"Y.2olY Rt,\�\\�tS;�QbKt; ;...-- - ----------- ---- • • ;,C:•iJAUTr\W]POF:]000{9:94� '�{?-�;Y A3`wY.e�+� ::xsr�,,,�a\� ................�... �.,�ior�ro^�ro�cr•{E�x`FGF=•�%•<� pkW}}Y)Oh\US}}}h�0.KiW}h\MCA\�MMtt?{•hLNC-0fKM+Yr MLt�'�RHJ^x<c`crvY.M'•f:'yew'�C.nw.`.tiWbx,(•`hK{MKWOOOOOOC-0F.�OPY9C{-0MW.^fw?: �l•Cf.P: J"•. a:axKa:a,c�Yaa 3"RL&OL FA (2,075 SF) 3" i'2Wti.Ck�CAc.\\w.�rwnarAoaaawoa..ca wn. k;,<r.cacaw,�{.va, c>r..wraxoarcw:cxo..cxx.--ae.- Esc.-:wr..:a� oakva .• .......E:aa��cba�^JXCY::•?�+`ko-x�::J:.s�:'�'yz0�V.4M•`ota^4Lceensacs:�`"'r:{cCrr•<ztx`aLctr`�t+�p�d."�'""' `L'�>:�Fts�y"ir^N%G:r-=•ti; •Jn"^r •r •k ahJ.•r.ph\i 6 �C�j�'�'�ei0ic� ri k NIT ?'1'•y WwwX•.:,'X`"+Jka•o:e.�ANtp'ixpJ'.iW:i.3:Jh yC,51.+py ••• P »a \WSW:htlCvO}i.WC'W000QQPY+iJi�VilFifi :.'�F/l}:,y�;;•:.1e+:,.: p55`2l .5»� 7ttd..< ��c,.x`..•:, `.rhAn� J io: i:��h �.v^::...............,,.,�........."`v :: M]h'K CRK'4Y3a.�..W.: -� Y%cYi.`::,e�:: }., C� "-+�'i:'nY'RS+1K[Q�h4N`44.: YRSn'w➢ S4CLSRL•n:49N/3-/.2'1]v.-.S • •• """ "" """"""•"•"•" Y N/mw.�w,OMM004f,W1J�WY• •• ... xrrrw cUCa{{{a% ���,:::;:.. �'�•aox+aoaw:a�y�FaoaaaaaaaaFcc,w2rtx,���:,+>s:::. •cac v.�.vc.�+�\ {:wnLaL,L,�.H µ�'CCCC „Pl�Ssti`SLF44�P2CW➢CVCLV,KL, >-L'ir`v •-,1R\`�M"CC-1`C-.\Q t . 3"VTR FLAG COTES: 3"CW FB/TA (1,041.25 FU) 2"HW RECIRC FB/TA (30 GPM) 2h"HW FA/TB (294.875 FU) 1h"MPG FB/TA (1,811.137 MBH) Y4"HW (3 FU) FB/TA 3/4"HW RECIRC (2 GPM) FB/TA 3"HW FA/TB (507.75 FU) C 3"VTR it 3 • • 3"RL&OL FA (1,695 SF) t•�^nvr�{.� �Jxpo-r•J:rw:»»>::::: x::;�: ,�+or000�w�,�c•>�•�. Fa saFin»x?a�,+tao; a��smeadn[sam.•-,,,�w,�,,5,.� 5jash.:.:uvn.:»-ittt�.w-,<-a-�T•rwv.➢.ea`tec-. 4"SAN FA 4"SAN FA ..:e'<A: r:SW)OCJ}:fY.A-::ao}r::.w `C•1MC•F ^v.-00000000OOOOCpOC•]hV O:+f vp \ LaTxeF�+?L-k 3" 6 (2)2"VENT TA 2"VENT TA 4"SAN FA .i�.dS.,`..'fir?'.uJY.xG,•�'+:!Y#da's•�;GS w`?F:3:8:•°..<. �'..'ax.�E'L•':�Q:i3'•°if KLYS�� 3"RL&OL`A (2,025 SF) 3"VTR STOP 1 28 V S ZI\G \OTE COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2-INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RATE OF 1-INCH PER HOUR) IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 1,440 3 4,400 4 9,200 • • 1-77 (2,385 SF) WASTE SIZ1\ G \NES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4-INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8-INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO' DE\ SATE SIZING \OTES: CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) Y4 . < 20 lh 91 - 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8-INCH PER FOOT SLOPE PG1 9-0054 0 8' !EINED FOR COMPLIANCE APPROVED Mki 2 4 2019 City of Tukwila BUILDING DIVISION 16' [1:EU OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206674-4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 t4AY 061019 SUBM1TTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 05/06/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET REISSUED FOR PLUMBING PERMIT DRAWING TITLE FLOOR PLAN - LEVEL 7A DATE MAY 6, 2019 DRAWN BY PD SCALE /8".1'-o" ID1.7A SHEET \OTES: c7 f SANITARY SEWER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WASTE RISER "X". REFER TO SHEETS P1.13 — P1.15 FOR WASTE RISER DIAGRAMS. WATER RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO WATER SUPPLY RISER "X". REFER TO SHEETS P1.10 — P1.12 FOR WATER SUPPLY RISER DIAGRAMS. CONDENSATE RISER IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO CONDENSATE RISER "X". REFER TO SHEET P1.16 FOR CONDENSATE RISER DIAGRAMS. STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA "X". 1. WASTE PIPES 4"0 AND LESS, SHALL SLOPE AT 34—INCH PER FOOT. WASTE PIPES GREATER THAN 4"0 SHALL SLOPE AT 3—INCH PER FOOT. 2. PRIMARY AND SECONDARY ROOF DRAINS SHALL COMBINE INTO COMBINED SYSTEM PER 2015 UPC SECTION 1101.12.2.2.2. REFERENCE STORM SIZING NOTES BELOW. 3. INSTALL PIPE EXPANSION JOINTS ON WASTE VENT STACKS PER 2015 IBC 2304.3.3. REFER TO SHEET P1.19 FOR EXPANSION JOINT DETAIL. 2 s S S a '�tYo7?tOb2J'RR�'p24� �,accoxt,�awv:t�'-an;Hour•�\w:.w\ua\\\r0000a000-xaaaoecv,00.�--rn\vxmri�rY.a � �•cean\v.. rmeot• a`.'xa'�.w�rofi�%ca.:tiic,_. rT�..�xp ��C9W ....�",y �i.Y4.fa%Ta\'.�+:::.vv\-b'�b\\+`"LiA�{R�%WV'}.,*",.�•.`W:!;n`b±[diT'\.`}V�i.S.\��f`OS:i.!K•T`a@`06J?%i�^�r�i%�^'nQ^�i'�" :�wy!�M`t.`��`j`: :r,cr,P}}}x,ODCYMcava( ',a.`Mf0000•+OUJ�Y:a%•Y.aNCC{JJ'�XSCM?�c�%V-,mmvnti\`h`l�x�..`tl�V:\\`M`CMWTW�:aL000LrM\i •CL< h`.`CW4'-0WH.Y�rri.�.YLa.M�Pf:aY :!COx{v%O .e.[Y.F: ::vrn :ata`.\ta:Vi:`fr TWT`CG.\isCtdPMOW).\'n\\\\"i.VN.x.�.�.c+. �'[r+ ,b'M�' �:��. . r. " n�i.`..�•-"r-�\.)�-�t�';Ct\\�Ch\e-v.�i`i�:.�`_:��'. ' CS `�iV."v�,`c� A [ 3"VTR r:� :m ax�aas�cv,eoxttoeoca:.+ia)a:oaw:aew: K5x •••\•aT roTw.r0000co-:0000.00000000co>oa :vacsac w�•�•T\vvawxazTYNeuwxo•tae00000a�000ata�oovo>r,� vw-xc.awra+actor:c,+aoo-rrxw.+xtoo-:atoer»ccor�awc� • ^Y / FLAG \OTE S: ye000c<ocooarxtto•c^ao•,•.,.;hrcxt.TY;at. ficttttd5 • \ a•�iFFav\�•no-+: �aanttn�'��a'sc'4iesesS•�c5k�:•wn : 4 3"VTR 4b'\\\`�lRb.\`Y.�r4.'•.•�..: ••'.:hh<i+,\Qxk7amc��w•.!a\•+ux�m\vavcoa ti+ao-.vaa\crvT�.n:awa!ea+GT\\t' --x.aerc0%awxceocaaaaaoaoaooc�,\\wv :.VL•ii'T4�}�\�'�\�`4'a-{�"t'�a63%t'tip"}•`\i\�.V!\`i�a�'�\\\�.11q��''k;:a\l:\\f": �::K,`�L,}`:."�' �j.,{+'^O�tf`Yw,kq\�`�Y•�h�:1;'vkitC<�' ,�`p w �.e.w�,+.wv..v.va!-mY•.w...'ea Yat�s.au �C,w aoaa:,'saaoaaat�5aaaaxaa�»:x..vx. t.vz.\\�\\\\\\ .. ��e.\+y�.xv�\v..Yva\: \�'eaaa�wa$.vaaocaaeoaaaearr-rnac�rn�:�coca�ma�xcoa!u`,�,�.voaaiwc<.+x->�T•-_ • • • jjp$2+.�,OC,,+\\\ •k T+10.YN,W.\fa..w�a»a r,\ ]:.a. a4haU:M4`A\!FW\\\Ja-0OCMVaaViT\\',aT�.':w:,,m+`»\n\\\Y0.4\`h\\\�MKia \\ti'T:a`�w\W Wtl:`h\\tiif`h\YWOOGO40aGTW'.�a�K•XdM`hWWOWOC�Od00h WF1 iV,U kt]lawa\\�,y• �j �\il�Fl�nu}\�!�b��'t0`Ta�.. •``� `�`.�.\`�i`�S`�,emry`�4\�. ��`�\��`v7�2'] \N�l`\�f2. ' T{ir '' N,'wW,SCa•mCo"Aa \,\\N--ti - .Yi 5..X`]�.:`%.C: t fi TY•� ' 3"RL&OL FA; ; (2,025 SF 3"VTR kC..xY,+ny' iGat9aa�Y0:+AC{,YA `�"•t,OYYMi ,ca»ow;coro»eox+ecarx<o..ar. titiL:: {'S:OC:SJJ: 3"VTR r... � �}»'^.�PkriJ^A'�DDYEA"PY?%+):xG??Y•w9ofr^4a4}hT�^➢Fss�. ry 'rM•{+r.."R:h4v'FbC::O ' a,,.:,w.l rrnv.awY'FmvxSSvzwt•.9��}.Avvov[-T\,'n+x?.r�,,.•.+Jw.�•.:�..�•.ry..... �.-. r.... ».....,...» ... 6;�1 ��ctcca�c�c�resctccc�z�::>zz�sro-�'�:'>.sce�;rx.Ts,T�.�ar•;:N v... ,,�.`"; �;";,�,�%>„�,,. �.c-fn,r.,.,r.FYc:ri��.Yfi•`.�I.a:Y`tYy.?31:`, 3"RL&O � FA (2,250 SF) 3"VTR 3"VTR li "xr.M1NM1M1NM1M1M14 �h\<Ms:h'..\\Uvxi'�P.h+P%hWaaT�YT^4ro00o600'.a,hCccttv U. �^i4PStb}: 3" rc,�.t�zxs�z�sa�r.�e:<.x4Uec.\�::a�z.�•m:•�xa\wooc �ir.CrfGXS�fi6:•�c�rrsc%: .Y,^. ..... t`'�-6ri•'afn2p' apca�c•xaaaTV:•Tau..tu•�mw,ar,�.�rr•�m<.tn�vv'.n'w.�.k¢aen.��� c: } sY�tji?}i14�%fR`1Jo-4L�QCdi4it'jn��,t"Ci+' �tQJYivXmLlG'r1ahYfO}NYIAY#}p1Cr3.6Mf�:!• �'^t:6: ^ �i( 4 "0D—FA./l. ' .T A :3'+cnl.m'/�'hK'n`Y+aQ�+9QCd-aW�(7RQ n'K' M`^cca:`:lc K. 3" 2"0 FLOOR DRAIN . n•mx.v•.,.x.•-xf. �.•..,.,,,nw•,r.wnvxxnxnxrn.ti..•.( ••^ .........r...„"�'•'.��+'iYcoeaxie.o.»Tvvexi.v..✓ncaTv,��.x..:.w+cs�sxams�,roaa\wY 0r. 3"RL&OL (2,240 g :lttri}.•.Sdh� . nWJ.�riY:� Fth`S ki sTOv MPG FA/TB (164 MBH) SZ1\G \OTE S: Ck •K'`�425\Ya`F"5a'�`�.,'4�'�^Y w-��.ty»...,,,.....,•.•.•.w....... — 3"RLBcOL FA , (2,285 SF) COMBINED SYSTEM SHALL BE SIZED BASED ON RAINFALL RATE OF 2—INCHES PER HOUR (DOUBLE THE DESIGN RAINFALL RATE OF 1—INCH PER HOUR) IN ACCORDANCE WITH 2O15 UPC TABLE 1101.12. PIPE SIZE IN H ' C ES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 1,440 3 4,400 4 9,200 a aIT 77, • r "N9.4Y�oa5aaaa+a]aaaaCaff •T'.�'ii L`C`�fTQC �'.Z� �'�h' 1 3"VTR w WASTE SZ\G NOTES: SANITARY SEWER PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 703.2. • PIPE SIZE, INCHES (1) MAXIMUM WASTE FIXTURE UNITS 0 1/4—INCH PER FOOT SLOPE (1) MAXIMUM WASTE FIXTURE UNITS 0 1/8—INCH PER FOOT SLOPE (1) 2 8 8 3 35 35 4 216 172 6 720 576 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 CO\DE\SATE S Z1\ G COTE S: CONDENSATE PIPING SHALL BE SIZED IN ACCORDANCE WITH 2015 UPC TABLE 814.3. PIPE SIZE, INCHES (1) REFRIGERATION CAPACITY IN TONS OF REFRIGERATION (1)(2) % < 20 1 21 — 40 114 41.-90 1 )6 91 — 125 NOTES: (1) SIZING PER UP 2015 UPC TABLE 703.2 (2) PER 1/8—INCH PER FOOT SLOPE n PG1 9-0054 JEWEL) t--OR JE COMPLIANCE APPROVED MA,' 2 4 2019 City of Tukwila BUILDING DIVISION OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674.4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 05/06/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET REISSUED FOR PLUMBING PERMIT DRAWING TITLE FLOOR PLAN - LEVEL 7B DATE MAY 6, 2019 DRAWN BY PD SCALE A",i'-o" 4' 8' 16' P1.7B I„. SHEET \OTES: 0 0 0 0 0 STORM IDENTIFICATION TAG. 4"CW FB (802.625 FU) 3"HW TB (507.75 FU) 2"HW RECIRC FB (30 GPM) th"MPG FB (1,811.137 MBH) HOUSEKEEPING PAD PER 2015 UPC SECTION 507.5. (PROVIDED BY OTHERS) MECHANICAL EQUIPMENT. REFERENCE MECHANICAL PLANS. SCUPPER FOR UPPER ROOF DOWN TO LOWER ROOM. DOWNSPOUT AND SPLASH PAD BY OTHERS. Y4"HW FB (3 FU) 216"HW FB (294.875 FU) Y4"HW RECIRC FB (2 GPM) 1. DOWNSPOUTS SHALL BE ROUND, SQUARE, OR RECTANGULAR. SQUARE PIPE SHALL BE SIZED TO ENCLOSE ITS EQUIVALENT ROUNDPIPE. RECTANGULAR PIPE SHALL HAVE NOT LESS THAN THE SAME CROSS —SECTIONAL AREA AS ITS EQUIVALENT ROUND PIPE, EXCEPT THAT THE RATIO OF ITS SIDE DIMENSIONS SHALL NOT EXCEED 3 TO 1. 2. REFER TO SHEET P1.9 FOR BOILER ROOM PIPING DIAGRAM. 3. REFER TO SHEET P1.17 FOR GAS RISER DIAGRAM. 4. REFER TO MECHANICAL DWGS. FOR BOILER VENTING MECHANICAL EQUIPMENT (REF) \ . / 2"VTR /--3"VTR 3"RD D (1,895 SF) 4"HUB DRAIN MECHANICAL EQUIPMENT (RED) TERMINATE CONDEN�� TO BOILER ROOM HU DRAIN 3"VTR 1h"GAS (1,000 MBH) 2 xwVy W V'Tf 4"FLOOR DR ►IW . 1"GAS TO MUA—R-3 (320.6 MBH) DOWNSPOUT (BY OTHERS s (255 'SF) 11A" GAS TO BOILER 1''000 MBH) 1Y4" GAS TO BOILER 2 (500 MBH) z'vrn—\0 3"VIR-No HOSEBIBS KTMV` 3"RD&OD (2,075 SF) 3"VTR 3"VTR r,;\ 3"RD&OD (2,025 SF) 3"RD&OD (2,250 SF) 20' STORM SIZING NOTES: 'IRQL 3"VTR—\ %"� MPG (247.137 MBH) 3"VTR—\\ "P ;MPG (200 MBIH) 0— �. "0 MPG (364 MBH)--\\ %"� MPG (364 MBH) ROOF DRAINS SHALL BE SIZED BASED ON RAINFALL RATE OF 1—INCH PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 2,880 3 8,800 4 18,400 3"RD&OD (1,695 SF) MPG 2"VTR MECHANICAL EQUIPMENT (REF) 20' Y4"GAS MUA—R-1 (200 MBH) 1"MPG (520.61 MBH) Y4" MPG (364 MBH 2"VENiT FB 2''VENT FB 3"V FB 3"VTR 4"HUB DRAIN DOWNSPOUT (BY OTHERS) (255 SF) ih" MPG (1,811.137 MBH) Yet" MPG (811.137 MBH) \_3"VTR (2,385 SF) \11-1 MECHANICAL -EQUIPMENT r (REF) 20' 3sHW FB (507.75 FU) 0 2"44W FB (250.125 FU) ELEVATOR INTAKE AND STAIR INTAKE SHALL BE MINIMUM 20'-0" FROM ELEVATOR INTAKE AND STAIR INTAKE SHALL.BE MINIMUM 20'-0" FROM EXHAUST. PG1 9-0054 COMPLIANCE APPROVED MAY 24 2019 City of Tukwila BUILDING DIVISION RECEIVFD CITY OF TUKWILA APR 0 3 2019 PERMIT CENTER OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206.674-4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 APR 0 1 2019 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01 /11 /19 02/08/19 02/22/19 03/22/19 04/01 /19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - ROOF A DATE APRIL 1, 2019 DRAWN BY PD SCALE A"=V-0" 0 4' 8' 16' P1.8A SHEET \OTE S. X STORM IDENTIFICATION TAG. FOR EXAMPLE, RISER "X" REFERS TO STORM AREA "X". 1. DOWNSPOUTS SHALL BE ROUND, SQUARE, OR RECTANGULAR. SQUARE PIPE SHALL BE SIZED TO ENCLOSE ITS EQUIVALENT ROUNDPIPE. RECTANGULAR PIPE SHALL HAVE NOT LESS THAN THE SAME CROSS —SECTIONAL AREA AS ITS EQUIVALENT ROUND PIPE, EXCEPT THAT THE RATIO OF ITS SIDE DIMENSIONS SHALL NOT EXCEED 3 TO 1. 2. REFER TO SHEET P1.1 Z FOR GAS RISER DIAGRAM. 3"VTR • • • 3"VTR—f� 3/4"0 MPG (364MBH) 2"VER-No 3"VTR--\, O3"RD&OD (2,025 SF) z•vrR—\N) 3"VTR 3"RD&OD (2,250 SF) 20' %"� MPG (364 MBH) MECHANICAL EQUIPMENT (REF) Y4"0 MPG (3.4 MBH) s; O 3"RD&OD (2,240 SF) 3"VTR 2"VTR JJ'r STOR \A SIZING NOTES: "O MPG (200 MBH), '4"0 'G DN (164 MBH) 3"VTR ROOF DRAINS SHALL BE SIZED BASED ON RAINFALL RATE OF 1—INCH PER HOUR IN ACCORDANCE WITH 2015 UPC TABLE 1101.12. PIPE SIZE, INCHES MAXIMUM ALLOWABLE ROOF AREA (SF) 2 2,880 3 8,800 4 18,400 s. \ 2"VTR WIVAIIAL 111EW 3"VTR 3"VTR 3"VTR 3"V FB 2" 2"VTR 3"VTR 1 MECHANICAL EQUIPMENT (REF) i MECHANICAL INTAKE SHALL BE10'—O" FROM EXHAUST 3"VTR MECHANICAL EQUIPMF„NT (REF) 3"RIQD 1 (2,285\SF) `M1 "GAS TO MUA—R—\2` (200 MBH) 2"VTR ELEVSTOR INTAKE AND STAIR INTAKE SHALL BE MINIMUM 20'-0" FROM EXHAUST. PG1 9-0054 z :D FOR COMPLIANCE APPROVED ivig 4, 2019 City ofTukwila BUILDING DIVISION] F ECE ED crry F T U KWL APR 0 3 Z19 � 4 1 M OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-6744553 SEATTLE, WA 98168 FACSIMILE 206-674-4564 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE FLOOR PLAN - ROOF B DATE APRIL 1, 2019 DRAWN BY PD SCALE 14"= }— 0ss 0 4' 8' 16' P1m8B LEVEL 2 ROOF LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 136"0 WATTS LFU5B—Z3 PRESSURE REDUCING VALVE NOTE: SET PRV TO 80 PSI IN —LINE FILTER (BY OTHERS) 1h"0 WATTS MODEL 007M2QT—S DOUBLE CHECK VALVE ASSEMBLY IRRIGATION ih"IRRIGATION POC TO BUILDING. EXISTING WATER METER USED OUTSIDE BUILDING. REFER TO CIVIL DWGS FOR CONT. LEVEL 1 COMPRESSED AIR QUICK COUPLER (SUPPLIED BY OTHERS) MASTER VALVE (SUPPLIED BY OTHERS). WIRING TO IRRIGATION CONTROLLER BY OTHERS. NC VALVE) DRAIN (GLOBE VALVE) 4"0 WATTS MODEL #994 REDUCED BACKFLOW PREVENTER PIPED TO FUNNEL FLOOR DRAIN 4"DOMESTIC POC STREET (1,700 FU/295 GPM) REFER TO CIVIL DWGS. FOR CONT. ak 4"0 BYPASS ,..........„,,,„„.........„........„....._,.......„..........,.......„,,„,„ Da . CAPPED OFF TO LEVEL 5 ROOF DECK CAPPED OFF TO MEMORY CARE COURTYARD 4"CW (1,081.25 FU)� 4"0 S.S. (1,700 FU) 4"0 WATTS MODEL #115 PRV W/ 2"WATTS MODEL #223 BYPASS NOTE: SET PRV TO 80 PSI Y4"0 HOT WATER RECIRC (140F) 2"0 4"0(140F) 3/4"0(140F) 4"0(757.875 FU) 4"0(120F) 3"0(120F) 2j6"0(120F) 4"0(140F) HEAT TRAP (24"MIN.) 3"HW (507.75 FU) N."HW (3 FU) 4"CW (802.625 FU) 2}FHW (294.875 FU) • 2"HW RECIRC (30 GPM) 'I 0 0 PT FrV _. ►e A A A : • • 4"CW (1041.25 FU 114"HW (44.75 FU) 4"CW (1081.25 FU 2"HW RECIRC (30 GPM)� 1"HW RECIRC (6 GPM) 1 i ►• TT to :T: 111 t+i -:; ►� 111Mil '•411. i (2 GPM) (30 GPM) BALANCING VALVE #1 _ 2"0 4 r 4"0 4"o I1 > . • . j. . TQ frmv\ \ / 4 .. ET 1 BALANCING VALVE #2 LEONARD VALVE MODEL TM-2020B-2PS—LF TEMPERED WATER MIXING STATION 2"HW (250.125 FU) 3"HW (507.75 FU) 2h"CW (337.625 FU) S 3"CW (703.625 FU) � ••— • • • -•--4 2"HW RECIRC (24 GPM) (63 GPM) Yi."HW TO COMMERCIAL WASHER (3 FU) 1 HW RECIRC (6 GPM) 2"CW (217.625 FU) 11/4"HW (44.75 FU) Y4"HW RECIRC FROM LAUNDRY ROOM (2 GPM) WATER PIPING DIAGRAM ►. C2> (63 GPM) P/T i = 1► 3"0 4"0 (140F) 3"0(140F) — "1- 3"0(140F) 3"0 3"o r 0 7—ROOFTOP BOILER ROOM 3"o T & P RELIEF VALVE PIPED TO HUB DRAIN (TYP) VACUUM RELIEF VALVE LOCATED ABOVE LEVEL OF STORAGE TANK (TYP) AQUASTAT 10K OHM SENSOR EQUIPMENT PAD PER UPC 507.4 (TYP). (BY OTHERS) PROCEDURE TO BALANCE LEONARD TEMPERED WATER MIXING VALVE: 1. MAKE SURE NO WATER IS BEING DRAWN IN THE BUILDING. OPEN BALANCING VALVE #1 APPROXIMATELY HALF WAY AND START CIRCULATOR. KEEP BALANCING VALVE #2 CLOSED AT THIS TIME. 2. OBSERVE TEMPERATURE UNTIL IT STABILIZES. 3. CLOSE BALANCING VALVE #1 SLIGHTLY IF TEMPERATURE IS TOO HOT, OR OPEN IT SLIGHTLY IF TEMPERATURE IS TOO COLD. ALLOW TEMPERATURE TO STABILIZE, REPEAT UNTIL DESIRED CIRCULATION TEMPERATURE IS SET. 4. IF UNABLE TO REACH DESIRED TEMPERATURE WITH BALANCING VALVE #1 IN THE FULL OPEN POSITION, OPEN BALANCING VALVE #2 IN SMALL INCREMENTS (IE. A, 34, %, ETC.) UNTIL DESIRED TEMPERATURE IS ACHIEVED. PG1 9-0054 EVE D FOR COMPLIANCE APPROVED MAY 24 2019 City of Tukwila BUILDING DIVISION RECEIVED CITE_ OF TUKWILA APR 03 2019 PE RIVIiTCLENTER ROOF LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 2066744553 SEATRE, WA 98168 FACSIMILE 206-674-4564 M PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 APR 012019 SUBMITTALS/REVISION S DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE WATER PIPING DIAGRAM DATE APRIL 1, 2019 DRAWN BY PD SCALE NOT TO SCALE F,1.9 LEVEL 7 1 "(24.0 FU) LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 u_ u LO N r- 00. 00 ROOM 716 ROOM 616 ROOM 516 -ROOM 416 ROOM 316 1*(18.0 FU) " 29.375 FU) 1 "(17.625 FU) »"(1 GPM) ROOM 714 IROOM 614 ROOM 514 ROOM 414 ROOM 314 1"(18.0 FU) 29.375 FU) 1"(17.625 FU) ROOM 712 IROOM 612 ROOM 512, ROOM 312 1"(20.25 FU) 1n58.375 FU) Lou r- r•. 0o • 00. ROOM 710 ROOM 610 ROOM 510 ROOM 410 ROOM 310 1%"(40.75 FU) MC RESTROOM 237 1"(24.0 FU) 1 14 (38.875 FU X I "(27.125 FU ROOM 708 ROOM 608 ROOM 508 ROOM 408 1°(24.o FU) (38.875 FU 1'(27.125 FU) ROOM 210 u_ L up in r• r- oc) . 0o s----\_16,0 GPM) ROOM 707 ROOM 607 ROOM 507 ROOM 407 ROOM 211 1 �/q*(45.0 FU) 1g(77.625 FU� 11/4"(50.375 FU) L LO 00 ROOM 706 ROOM 606 ROOM 506 ROOM 406 Y4"(9.5 FU) h"(4.5 FU) ,ROOM 209 1T(24.o FU) 1 "(24.625 FU) HK 242, ROOM 208 DESIGNATION FIXTURES COLD WATER FU - SIZE HOT WATER FU - SIZE A LAV, WC, SH 4.75-h" 2.25-)i" B LAV, WC, SH, SK, DW 5.875 - h" 4,875 - h" C 2xLAV, 2xWC, 2xSH, KS, CW, DW 13.625 - N." 10.125 - Y4* D MOP SINK 2.25-" 2.25-h" E PUBLIC LAV 0.75 -)6" 0.75 - h" [FI PUBLIC FLUSH TANK TOILET 40 - 11 " - U L. i 10 00• 00 ROOM 705 ROOM 605 ROOM 505, .ROOM 405 ROOM 305 BROOM 703 ROOM 603 1°(21.75 FU) 1�/4"(42.75 FU) 1"(22.375 FU) ROOM 503 ROOM 403 ROOM 303 ROOM 206 1 Y4"(45.625 FU) h"(1 GPM) �w "-•' a � »"(1 GPM) PG1 9-0054 LEGEND DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRC. SHEET NOTES: 1. COLD WATER PIPING BASED ON MAXIMUM VELOCITY OF 8 FEET PER SECOND FOR WIRSBO, COPPER, STAINLESS STEEL AND DUCTILE IRON. 2. HOT WATER PIPING BASED ON MAXIMUM VELOCITY OF 5 FEET PER SECOND FOR COPPER, AND 8 FEET PER SECOND FOR DUCTILE IRON, WIRSBO PEX, AND STAINLESS STEEL. 3. HOT WATER RECIRCULATION BALANCING VALVE SHALL BE h»O, LEAD FREE, PRESSURE INDEPENDENT, WITH PT PORTS, 1 GPM. GENERAL NOTES: THE 2015 WASHINGTON STATE ENERGY CODE SECTION C404.9 DOMESTIC HOT WATER METERS, REQUIRES THAT EACH INDIVIDUAL DWELLING UNIT IN A GROUP R-2 MULTI FAMILY RESIDENTIAL OCCUPANCY WITH A CENTRAL SERVICE BE PROVIDED WITH A DOMESTIC HOT WATER METER TO ALLOW FOR DOMESTIC HOT WATER BILLING BASED ON ACTUAL DOMESTIC HOT WATER USAGE. M OCEAN PARK MECHANICAL #283,14900 INTER URBAN AVE. TELEPHONE 206-6744553 SEAITLE, WA 98168 FACSIMILE 206-6744564 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 APR 01 2019 SUBMITTALS/REVISIONS DATE 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 DESCRIPTION 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE WATER SUPPLY RISER DIAGRAMS DATE APRIL 1, 2019 DRAWN BY PD SCALE ROOM 701 ROOM 601 ROOM 501 (ROOM 401 LEVEL 3 AY 24 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWIL. A APR 0 3 2019 PERrviliT CENTER NOT TO SCALE P1.10 ROOF LEVEL 7 1*(24'5 FU) 1"(19.5 FU) LEVEL 6 1"(17.625 FU) LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 u_ N • l • -1011-0-4 FE13 ROOM 711 ROOM 611 ROOM 511 ROOM 411 ROOM 311 $ 1"(24�5 FU) 1"(19.5 FU) 1"(17.625 FU) ROOM 713 ROOM 613 8 ROOM 513 ROOM 413 ROOM 313 1"(26.625 FU) 1"(21.75 FU) Z'(i GPM) u_ • 00 L, O 4• cV pit r• i ROOM 719 ROOM 619 ROOM 519 ROOM 419 'ROOM 319 n ED MED 233 [Ti »"(1 GPM) La- La- LO N N • • r • N N • It • ;-- • L.L.. • N• C0 RES LAUNDRY 722 HK 728 MED 622/HK 628 RES LAUNDRY 523 HK 528 MED 424/HK 428 RES LAUNDRY 324 HK 328 MC LAUNDRY 229 %(9.375 FU) ................_____._............... h°(as FU) u 11 h"(6.375 FU) )4"(8.25 FU) I I »"(2.25 FU) h”( 6.375 FU) h"(2.25 FU) 1 F--)1 W(3.375 FU) n, h"(6.375 FU) h"(3.375 FU) "(1.125 FU) h"(1.125 FU) »"(5.25 FU) »"(2.25 FU) n • 1 "(26.625 FU) 1"(21.75 FU) M � (69.0 FU) 1 W(57.25 FU) h"(1 .1 25 FU) L, LO C? Cd• • Cam! twit ice• O r '8[1. ROOM 321 ROOM 721 ROOM 621 X`(40.75 FU) ILEVEL 5 RESTROOM 522 ROOM 421 ROOM 227 A A DESIGNATION c rEl r r. DO• CO . S-1*2 ►5 FU) moomonm• 1"(24.0 FU) 1 Y4"(38.875 FU 1"(27.125 FU) FIXTURES LAV, WC, SH LAV, WC, SH, SK, DW 2xLAV, 2xWC, 2xSH, KS, CW, DW MOP SINK PUBLIC LAV PUBLIC FLUSH VALVE TOILET PUBLIC CLOTHES WASHER LAUNDRY SINK CLINICAL SINK N N at • • SIrJ Li• ROOM 320 . -I >1-- D-4- - - - rBi ROOM 720, ROOM 620 ROOM 520- ROOM 420 A ROOM 221 ROOM 222 COLD WATER FU - SIZE 4.75 - h" 5.875 - J� 13.625 - X» 2.25 - 0.75 - h" 40 - 114* 3.0 - 1.125 - 2.25-J2" 1*(2s�5 FU) 1"(21.75 FU) 1)4134.125 FU 1°(22.375 FU) hn(1 GPM) HOT WATER FU - SIZE 2.25 - hn 4.875 - 10.125 - 2.25 - J�• 0.75 - h" 3.0 - )6" 1.125-h" 2.25 - �• La- Li- 00. CO ili r r • fi t0• C.J ROOM 719 ROOM 619 ROOM 519 ROOM 419 ROOM 319 TB] 220 j»"(25 Fisi 114"(45.0 FU) La- N N a 2 r co r r • S 114*(77.625 FU�_w V�V 114"(50.375 FU) Li- LO s � SILL- �f7 4 • ROOM 318 i1 `��i C ROOM 718 ROOM 618 ROOM 518 ROOM 418 ROOM 218 ROOM 219 1"(28.875 FU) 1"(24.0 FU) 4"(44.5 FU 1*(27.125 FU) ROOM 217 n LEGEND CW HW HWR DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRC. SHEET NOTES: 1. COLD WATER PIPING BASED ON MAXIMUM VELOCITY OF 8 FEET PER SECOND FOR WIRSBO, COPPER, STAINLESS STEEL AND DUCTILE IRON. 2. HOT WATER PIPING BASED ON MAXIMUM VELOCITY OF 5 FEET PER SECOND FOR COPPER, AND 8 FEET PER SECOND FOR DUCTILE IRON, WIRSBO PEX, AND STAINLESS STEEL. 3. HOT WATER RECIRCULATION BALANCING VALVE SHALL BE 36'10, LEAD FREE, PRESSURE INDEPENDENT, WITH PT PORTS, 1 GPM. GENERAL NOTES: THE 2015 WASHINGTON STATE ENERGY CODE SECTION C404.9 DOMESTIC HOT WATER METERS, REQUIRES THAT EACH INDIVIDUAL DWELLING UNIT IN A GROUP R-2 MULTI FAMILY RESIDENTIAL OCCUPANCY WITH A CENTRAL SERVICE BE PROVIDED NTH A DOMESTIC HOT WATER METER TO ALLOW FOR DOMESTIC HOT WATER BILLING BASED ON ACTUAL DOMESTIC HOT WATER USAGE. PG1 9-0054 ROOF ROOM 717 LEVEL 7 N • Lr r • • ROOM 617 LEVEL 6 IROOM 517f LEVEL 5 ROOM 417 u LEVEL 4 [-Lx_EHisi-IX1-1=1-6 ROOM 317 ri LEVEL 3 b*(1 GPM) ROOM LEVEL 2 LEVEL 1 ..c. COMPLIANCE APPROVED 2 4 2019 City of Tukwila BUILDING DIVISION RFCPIVPD CITY OF TUKWILA APR 0 3 2019 PERMIT CENTER OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-674-4553 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBMITTALS/REVISIONS DATE DESCRIPTION 1 1/16 / 201 8 12 /1 4/ 2 01 8 01/11/19 02/08/19 02/22/19 0 3/ 2 2/1 9 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE WATER SUPPLY RISER DIAGRAMS DATE APRIL 1, 2019 DRAWN BY PD SCALE NOT TO SCALE Plill ROOF ROOM 702 ROOM 704 ROOM 709 ROOF LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 ROOM 224 A LEVEL 2 LEVEL 1 1" 25;875 FU) V(14.625 FU) u_ Lf} LO IF 1 %"(14.75 FU) Y4"(11.25 FU) h"(1.125 FU) »"(1.125 FU) ROOM 422 k00M 322 c ROOM 223 u ROOM 22fi A S 1521.25 FU) s�� 4:25 FU ) FU .� Y4" (9.375 FU) ROOM 423 ROOM 308 ROOM 225 t�`(31.125 FU) 1'(26.25 FU) 1%"(31.875 FU) ROOM 204 Lri L LC) U 1 N L!) • • ROOM 602. ROOM 502' IROOM 402 —001-0-5 ROOM 302 -->i—EF-4 113 ROOM 203 ROOM 202 1*(26.625 FU) 1"(21.75 FU) h"(1 GPM) CO L n in• co CO • • w w ROOM 604 ROOM 504 IT3-1 ROOM 404 n ROOM 304 ROOM 205 A (3o.o FU) 1"(25.125 FU) 1 1"(23.75 FU) 1 C; cn • cn N N C.0 cc; Lr5 L. h"(1 � GPM)— • • ��� DESIGNATION FIXTURES COLD WATER FU - SIZE HOT WATER FU - SIZE A LAV, WC, SH 4.75- h" 2.25- )6" B LAV, WC, SH, SK, DW 5.875 - hn 4.875 - )6" C 2xLAV, 2xWC, 2xSH, KS, CW, DW 13.625 -" 10.125 -" 1-61 __ PUBLIC OUTDOOR SINK 1.125 - w" 1.125 - hp TE1 HAND SINK 0.75 - h" 0.75 - WI F DISHWASHER - 1.5 - )6" G ICE MAKER OR JUICE DISPENSER 1.0 -" - TH- KITCHEN SINK 1.125 - hn 1.125 - h" ROOM 609 ROOM 509 ROOM 409 n ROOM 311 n ns,1z5 FU) W(5.625 FU) MC PANTRY 240 MC FAMILY KITCHEN 239 �a C hi' (5. 375 FU h"(4.375 FU) h"(4.875 FU) n TH1 h"(3.25 FU) )6"(2.25 FU) W'(3.75 FU) alUm (Lg.. • • m.p.•71„ hn(2.625 FU) h"(1.125 FU) h"(1.5 FU) LEGEND CW HW HWR DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRC. SHEET NOTES: 1. COLD WATER PIPING BASED ON MAXIMUM VELOCITY OF 8 FEET PER SECOND FOR WIRSBO, COPPER, STAINLESS STEEL AND DUCTILE IRON. 2. HOT WATER PIPING BASED ON MAXIMUM VELOCITY OF 5 FEET PER SECOND FOR COPPER, AND 8 FEET PER SECOND FOR DUCTILE IRON, WIRSBO PEX, AND STAINLESS STEEL. 3. HOT WATER RECIRCULATION BALANCING VALVE SHALL BE WO, LEAD FREE, PRESSURE INDEPENDENT, WITH PT PORTS, 1 GPM. GENERAL NOTES: THE 2015 WASHINGTON STATE ENERGY CODE SECTION C404.9 DOMESTIC HOT WATER METERS, REQUIRES THAT EACH' INDIVIDUAL DWELLING UNIT IN A GROUP R-2 MULTI FAMILY RESIDENTIAL OCCUPANCY WITH A CENTRAL SERVICE BE PROVIDED WITH A DOMESTIC HOT WATER METER TO ALLOW FOR DOMESTIC HOT WATER BILLING BASED ON ACTUAL DOMESTIC HOT WATER USAGE. LEVEL 7 LEVEL 6 LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 IE EU FOR uE COMPLIANCE APPROVED M'( 2 4 2Ji9 City of Tukwila BUILDING DIVISION iEC.EWED crrY TUKWILA APR 0 3 2019 E ;i PG1 9-0054 M OCEAN PARK MECHANICAL #283, 14900 INTER URBAN AVE. TELEPHONE 206-6744553 SEATTLE, WA 98168 FACSIMILE 206-674-4564 PROJECT HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 SUBMITTALS/REVISIONS DATE DESCRIPTION 11/16/2018 12/14/2018 01/11/19 02/08/19 02/22/19 03/22/19 04/01/19 30% DD SET 60% DD SET BUILDING PERMIT SET FOR REFERENCE ONLY FOUNDATION PERMIT FOR REFERENCE ONLY 50% CD SET BID SET PLUMBING PERMIT SET DRAWING TITLE WATER SUPPLY RISER DIAGRAMS D ATE APRIL 1, 2019 DRAWN BY PD SCALE NOT TO SCALE P112