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Permit PG19-0061 - JENNY CRAIG - WATERLINE, ADA LAVATORY AND TOILET, MOP SINK AND WALL MOUNT FAUCET ETC
JENNY CRAIG 17055 SOUTHCENTER PKWY PGI 9-0061 Parcel No: City of Tnnkxm»^K Department of Community Development 630OSputhcmntmrBoulevard, Suite #100 Tukwila, Washington 98180 Phone: 206'431'3670 Inspection Request Line: 206'438'8350 Web site: httm://m/mam.TuhwUeVV4.gmv PLUMBING/GAS PIPING PERMIT 2623049070 Permit Number: PG19'006I 17055SUUTH[ENTERPKVVY Project Name: JENNY CRAIG Issue Date: 5/6/2019 Permit Expires On: 11/2/2019 Address: Contact Person: Name: Address - Contractor: Address: License No: Lender: Name: Address: 294OFAIRVIEW AVE E'SEATTLE,WA, 98102 ]Cn|CHARDSCONSTRUCTION Phone; (253)838-6206 COMPANY 1Z0NTACOMAAVE, TA[OMA, WA, 98043 C LESPLUMBING UI Phone: 20328SEZ48TH5T'MAPLE VALLEY, VV4'9gO38 CL[5PLP8531-5 Expiration Date: '^' DESCRIPTION 0FWORK: RUN WATERLINE TO NEW MOP SINK AREA AND RI HOT AND COLD STUB OUTS FOR MOP SINK. RI DRAIN AND VENT LINE FOR MOP SINK. REMOVE EXISTING LAV AND TOILET AND INSTALL NEW ADA LAV AND TOILET. INSTALL NEW 24X24 FLOOR MOUNT MOP SINK AND WALL MOUNT FAUCET. ADA COVERS FOR TRAP AND HOT WATER LINE FOR LAV.INSTALL MIXING VALVE FOR SCALD PROTECTION UNDER SINK. Valuation of Work: $4,300.00 Water District: TVKmU\ Sewer District: TUKWILA Fees Collected: $158.00 Current Codes adopted bVthe City mfTukwila: International Building Code Edition: international Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code: VVACities Electrical Code: VVA[Z9646B: Code: Permit Center Authorized Signature: |hearbycertify that | have read and examined this permit and know the same onbetrue 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 orcancel the provisions ofany other state ovlocal laws regulating construction ortheperfonnanceofwmrk. |amauthorized tosign and obtain this development permit and.aOreetothe conditions attached tothis permit. Signature:, c Print Name: Date' Lv ' This permit shall become null and void ifthe work bnot commenced within l8Odays for the date cfissuance, nrif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ^*^PiUk48|NG/GASPIPING PERMIT [0NDITKJNS°^^ 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. ]: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall beinstalled incompliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence vfthe Plumbing Inspector, |tshall bethe duty pf the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work isready for inspection, 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision ismade toprotect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tominimum R'3. D: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than 18gauge, 9: Piping through concrete ormasonry walls shall not besubject tnany load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall beprotected inaccordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnderfiU'frozen earth, orconstruction debris. 12: The issuance nfapermit o,approval ofplans and specifications shall not beconstrued onbeapermit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance pfthe jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: 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 4QZofWashington State Amendments PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2U6)438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKW Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. -19 Date Application Accepted: q- /1 Date Application Expires: 10-1CI-1 cr (For offlce 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 ()CATION King Co Assessor's Tax No.: 4.02 .3012/ 9070 Site Address: / 7055 ,sourt-ic,urEte Suite Number: Tenant Name: Cratj PROPERTY OWNER Name: Titi 6iriutio ,2_44e.._ Address: ,4the.to Ave e-- CityLsz747746- State:"A Zip-,,laoz... CONTACT PERSON - person receiving ail project communication Name: j , c . a• Address: 490 a. z ve- City: . ti-9CC..)77,9 State:10a Zip: 91V-7,3 Phone: Email: hell ,--) icocAgiriSs ram Floor: New Tenant: LI Yes Ei ..No PLUMBING CONTRACTOR INFORMATION Company Name: r ..ies plurnbmc iv c Address: ca5.2e se OW -1 A 1/45 State:to 4 zip: geo5i City: fl?deUcJ/ecj Phone: Fax: Contr Reg No.: ci_aspp- .Exp Date- Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 3e.%). CX.) Scope of Work (please provide detailed information): Ra,i) (-7, Ade-44) /7-70,/,s/A,4- ge-R -7/ 7/t)71/611 34,4 kFat._ 'nue 41C.aeni-e----,-A--.470,057,Q4- /gerhov-e- r y Aiet") /)41- LAI v et 7u/ J.& r; .2 9X /e/e..v,i--17“..x.s../1/ "my, e/mc,iIFo.g.tee 7 4 DA/ C06/65./25 -77Z.4 P /.43*7 A./A 7e-72 /7&v 404C/, /4( / 4'ein L.14 .5.40,4D erv7redn areder_ • ) 4-6Lp ADD FPGQ- (4,41611 Building Use (per lnt'l Building Code): MsurCksi UN) 1-4/ f ,• szoi s e4t, Occupancy (per lnt'l Building Code): Utility Purveyor: Water Sewer b 1-P R -E2 ciSPaWsA__ HAApplicationsWorms-Applications On Line \2011 Applications \Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and!or jas piping outlets being installed and the qu ow: Print Narne: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment I Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow _protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices /00 0 sio PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Z t AGENT: Signature: 5X4e74 C'/(taa/ Mailing Address: 2o3?' 5E caad /nye& aces,/ Date: Day Telephone: I/ZS O cm City State Zip HAApplicationaorms-Applications On Line‘2011 Applications \Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $158.00 PG19-0061 Address: 17055 SOUTHCENTER PKWY Apn 2623049070 $158.00 Credit Card Fee $4.60 Credit Card Fee R000.369.908.00.00 0.00 $4.60 PLUMBING $147.50 PERMIT FEE R000.322.100.00.00 0.00 $83.00 PLAN CHECK FEE R000.322,103,00.00 0.00 $29.50 PERMIT ISSUANCE BASE FEE R000.322,100.00.00 0.00 $35.00 TECHNOLOGY FEE $5.90 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17449 R000.322.900.04.00 0.00 $5.90 $158.00 Date Paid: Friday, April 19, 2019 Paid By: C LES PLUMBING LLC Pay Method: CREDIT CARD 019793 Printed: Friday, April 19, 2019 12:44 PM 1 of 1 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 04/19/2019 12:43:29 PM CREDIT CARD SALE VISA CARD NUMBER: **********3199 K TRAN AMOUNT: $158.00 APPROVAL CD: 019793 RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER} Thank you! Merchant Copy 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 Project: ritnNi PMAddress: Type of Inspection: 1395 S— Date Called: pecial Instructions: Date Wanted: ,.`".2 -Requester. Phone No: ''.�-S-S 592- 646.46 pproved per applicable codes. ENT Corrections required prior to approval. nspecto Date: 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) 431-3f70 Permit Inspection Request Line (206) 438-9350 Project: — cal Type o ns pectic n: Address: Date Date Called: Special Instructions: LXii•--, G 1`� Date anted: :Requester: Plhone No: 2S 5,zg4 Approved per applicable codes. orrections required prior to approval. COMMENTS: n s pecto ,Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. • EMT COORD COP? PLAN REVIEW/ROUTM G SLIP PERMIT NUMBER: PG19-0061 PROJECT NAME: JENNY CRAIG SITE ADDRESS: 17055 SOUTHCENTER PKWY X Original Plan Submittal Revision # before Permit Issued Revision # after Permit Issued DATE: 04/19/19 Response to Correction Letter # DEPARTMENTS: P('Ntj Building Division 3,)(4 1\\1\- Public Works Fire Prevention Structural Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 04/23/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues Approved with Conditions DUE DATE: 05/21/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ping PW Staff Initials: 12/18/2013 Home ESpafi01 COPtaCA Safety & Health Claims & Insurance ilk Washington State Department of Labor & Industries A-Z rindcx Help My (M. Workplace Rights Trades & Licensing C LES PLUMBING LLC Owner or tradesperson Principals CHURCH, LESLIE W, PARTNER/MEMBER CHURCH, SHERI A, PARTNER/MEMBER Washington Registered Agent, AGENT Doing business as C LES PLUMBING LLC WA UBI No. 603 515 581 20328 SE 248TH ST MAPLE VALLEY, WA 98038 425-432-0422 KING County Business type Limited Liability Company Governing persons SHERI ANNE CHURCH LESLIE WAYNE CHURCH; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties PLUMBING License no, CLESPLP853L5 Effective — expiration 06/25/2015— 06125/2021 Bond Federated Mutual Ins Co Bond account no. 6081276 $6,000,00 Received by L&I Effective date 08/31/2018 09/01/2018 Expiration date Until Canceled American Contractors Indem CO Bond account no. 100312553 $6,000 00 Received by L&I Effective date 06/22/2016 06/1512016 Expiration date Until Canceled Bond history Insurance Help us improve Federated Mutual Ins Co $1,000,000.00 Policy no. 0697630 Received by L&I Effective date 09/26/2018 11/1012016 Expiration date 11/10/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savinos 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 Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. Account is current. L&I Account ID 07,264-oo Doing business as C LES PLUMBING Estimated workers reported Quarter 1 of Year 2019 "Less than 1 Workers" L&I account contact T2 / KATHY ULRICH (360)902-4829 - Email: WITE235©Ini.wa,gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Washington State Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve L_ LJ V 4 LJ V L_J ILN'lJLP PARKWAY VILLAGE 17055 SOUTHCENTER PKWY TUKWILA, WA 98188 PERMIT SET L_ .I AIM CLIENT JENNY CRAIG 5770 FLEET ST. CARLSBAD, CA 92008 CONTACT: GLENN FULLAWAY PHONE: (760) 06-4838 ARCHITECT HELIX DESIGN GROUP, INC. 6021 12th STREET EAST SUITE 201 TACOMA, WASHINGTON 98424 CONTACT: MATT EBERSOLE PHONE: (253) 922-9037 FAX: (253) 422-6499 MECHANICAL/ELECTRICAL/PLUMBING HARGIS ENGINEERS 1201 THIRD AVENUE, SUITE 600 SEATTLE, WASHINGTON 98101 CONTACT: RON ELIASON PHONE: (206) 448-3376 SYMBOLS BUILDING SECTION SECTION LETTER SHEET NUMBER WALL SECTION SECTION NUMBER SHEET NUMBER GRID LINE DESIGNATION C.O.S. = center of structure F.O.S. = face of structure (E) = existing DETAIL DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION ELEVATION NUMBER SHEET NUMBER DOOR DOOR NUMBER RELITE RELITE NUMBER REVISION REVISION MATCHLINE NORTH ARROW 3A 6D 3D 6A I R100 MATCHLINE 1 1 NORTH AREA M A P I T76tithSI in ,75 �4"d�fr5S11?IrI !ir11.4"i ri,ter f; l :n ittll? s . S 1; Mtn st ti3 t.1,. NORTH PROJECT LOCATION N.T.S. GENERAL NOTES I. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. WHERE MORE THAN ONE CODE OR ORDINANCE CONFLICT WITH EACH OTHER, THE MORE RESTRICTIVE CODE SHALL GOVERN. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE SITE AND SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY UNCERTAINTIES OR DISCREPANCIES WITH DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AT THE SITE, PROTECT THEM FROM DAMAGE AND REPORT ANY DISCREPANCIES WITH DRAWINGS. 4. THE CONTRACTOR SHALL INSURE THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO ENTER THE BUILDING DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE WORK OF SUBCONTRACTORS AND ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. 6. DRAWINGS SHALL NOT BE SCALED. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY CONFLICTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, PERMITTING AND CONSTRUCTION OF MECHANICAL AND ELECTRICAL WORK AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY SHAFTS, OPENINGS, BASES AND STRUCTURAL SUPPORT FOR DUCTS, CONDUITS AND EQUIPMENT. 8. DIMENSIONS ON PLANS ARE TO FACE OF STUD, CENTER OF COLUMN, CENTER OF MULLION OR FACE OF CONCRETE. UNLESS OTHERWISE NOTED. q. REPAIR/REPLACE EXISTING WALL, FLOOR, AND CEILING FINISHES TO MATCH EXISTING ADJACENT FINISHES WHEN DAMAGED DURING COURSE OF CONSTRUCTION. 11. SUSPENDED CEILINGS TO BE DESIGNED FOR SEISMIC DESIGN CATEGORY D, E, OR F. 12. REFER TO SHEET A8 FOR TYPICAL PLUMBING FIXTURE AND TOILET ACCESSORIES MOUNTING HEIGHTS. VICINITY MAP NORTH -o: F.Sarw : t n:11:1?r.. flit t)b erritl ffr,re•19.7r(U ti ri+ ;f51r+i1^:rntt r RC:1?.I. 9 Mf�'I (�YiA') 4iC Jrr15r'i 0r AREA OF WORK 71 1 Corporate De :a N.T.S. SHEET INDEX GENERAL DRAWINGS G001 COVER SHEET G002 SITE PLAN GOI0 DESCRIPTION OF WORK ARCHITECTURAL DRAWINGS Al A2 A3 A4 A5 A6 A7 A8 Aq A10 SYMBOLS LEGEND AND FINISHES JOB NOTES AND SPECIFICATIONS ACCESSIBILTY STANDARDS FLOOR PLAN REFLECTED CEILING PLAN FURNITURE AND FINISHES PLAN ELEVATIONS RESTROOM ELEVATIONS SECTIONS AND DETAILS DETAILS DEFERRED SUBMITTALS FIRE PROTECTION DRAWINGS FIRE PROTECTION PERMITTING TO BE DEFERRED TO CONTRACTOR'S BIDDER DESIGN SUBMITTAL ELECTRICAL DRAWINGS ELECTRICAL DRAWINGS ARE DEFERRED TO A FUTURE SUBMITTAL. PLUMBING DRAWINGS PLUMBING DRAWINGS ARE DEFERRED TO A FUTURE SUBMITTAL. MECHANICAL DRAWINGS MECHANICAL DRAWINGS ARE DEFERRED TO A FUTURE SUBMITTAL. PROJECT INFORMAT ON TENANT SPACE FLOOR AREA FLOOR AREA 1,453 SQ. FT. ZONING INFORMATION ZONING PARCEL NUMBER LAND USE PERMITTED USE GOVERNING CODE CITY OF TUKWILA MUNICPAL CODE TUC -CC TUKWILA URBAN CENTER - COMMERCIAL CORRIDOR 2623049069, q070, 9071 B-BUSINESS CITY OF TUKWILA MUNICPAL CODE e1b design group AMERICAN INSTITUTE OF ARCHITECTS HELIX DESIGN GROUP, INC SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical ❑ Plumbing LJ Gas Piping City of Tukwila —BUILDING DIVISION CODE NFORMATION GOVERNING CODE OCCUPANCY GROUPS IBC CHAPTER 3 CONSTRUCTION TYPE IBC TABLE 503 FIRE SPRINKLERS IBC CHAPTER q FIRE ALARM AND SMOKE DETECTION IBC CHAPTER 9 OCCUPANT LOAD IBC TABLE 1004.1.2 TENANT SPACE TOILET FIXTURE REQUIREMENTS IBC TABLE 2902.1 REQUIRED 2015 INTERNATIONAL BUILDING CODE (IBC) WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY 2015 UNIFORM PLUMBING CODE (UPC M - MERCANTILE FILE Permit No. '7Yoo(01 Plan review approval is subject to errors ana omissions Approval of construction documents does riot authorize the violation of any adopted code or ordinance. Receipt of approved Fiela Copy and to siyacionowiedged: By� t-// Date: 0-r- City of Tukwila BUILDING DIVISION EXISTING (FULLY SPRINKLERED) EXISTING 25 OCCUPANTS RECEIVED CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER s JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION WATER CLOSETS: 1 PER 500 LAVATORIES: I PER 750 FIXTURES PROVIDED 1 WATER CLOSET I LAVATORY EXITING REQUIREMENTS REVISIONS DATE No changes shall be made to trip crone of work without prior approval of the Tukwila Building Division. NOTE: Revisions will require a new clan submittal and may include additional plan review EVERY SPACE THAT 15 AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE SPACE POSTED IN A CONSPICUOUS PLACE ON AN APPROVED SIGN NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE SPACE. - IBC 1004.3 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. - IBC 1008.1.8 ACCESS TO EXITS SHALL BE MARKED BY APPROVED, READILY VISIBLE SIGNAGE IN A CASES WHERE EXIT WAY TO REACH THE EXIT IT 15 NOT READILY APPARENT TO THE OCCUPANTS. - NFPA 101 7.10.1.5.1 DATE 01.11.19 JOB NO. a18-177 ACCESSIBILITY GROUP B AND GROUP M OCCUPANCIES SHALL BE (HANDICAP) ADA ACCESSIBLE. WHEN A BUILDING, OR A PORTION OF A BUILDING, IS REQUIRED TO BE ACCESSIBLE, ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING, TO ACCESSIBLE BUILDING ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS THE PUBLIC WAY. IBC 1104.3 REVIEWED FOR 'CODE COMPLIANCE . APPROVED NAY032019 N City of Tukwila BUILDING DIVISION iJD PERMIT PHASE G001 DRAWING NO. © HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group J A 1 2 3 4 5 6 7 8 • e B SERVICE LOADING E PROJECT LIMIT LINE PER CITY OF TUKWILA ORDINANCE 1237 TRASH F -•-- SERVICE DRIVE G EMPLOYEE PARKING H \-• SERVICE LOADING (SERVIC DRIVE • • • F i • • EXISTING PARKING LOT/DRIVEWAY • LANDSCAPING JENNY CRAIG4 1,453 SF 1 K • • • • i! • I ' e • L.••®••®••®••=I•• = -•-• -• •-e -•-• • • s =I • • WALK SITE PLAN SCALE: I"=20'-0" EXISTING PARKING LOT/DRIVEWAY LANDSCAPING EXISTING PARKING LOT/DRIVEWAY •-0 -• •-•- e-• •- WALK SOUTI-ICENTER PARKWAY LANDSCAPING —e e— ACCESSIBLE PATH OF TRAVEL i •--•-•- • • = • • MM. • • MEM PUBLIC PATH OF TRAVEL 1 SERVICE DRIVE EXISTING DRIVEWAY i LANDSCAPING WALK ❑ ❑❑ 10': SCALE I" = 20' 40' RECEIVED CITY OF TUKWILA APR 19 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 032019 City of Tukwila BUILDING DIVISION 1 5 6 elix dcasigrt group AMERICAN INSTITUTE OF ARCHITECTS 7 SITE PLAN 8 9 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 01.11.19 a18-177 PERMIT PHASE 10 G002 DRAWING NO. A B C D E F G H J K © Helix Design Group: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 7 8 10 9Q A B C D E F G H K DESCRIPTION OF WORK DESCRIPTION OF WORK: A. CORE IMPROVEMENT TO EXISTING BUILDING WITH ASSOCIATED DEMOLITION WORK. B. REFER ALSO TO EXHIBIT 'C' (BELOW). WORK DESCRIBED AS "LANDLORD'S WORK" 15 THE RESPONSIBILITY OF THE CONTRACTOR AND MAY OR MAY NOT BE INDICATED ELSEWHERE IN THESE DOCUMENTS. PLEASE REVIEW CAREFULLY. C. PROVIDE ALL WORK REQUIRED TO COMPLETE THE PROJECT AS SHOWN IN THE CONTRACT DOCUMENTS D. SELECTIVE BUILDING DEMOLITION AS SHOWN IN THE CONTRACT DOCUMENTS. E. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, ENGINEERING, PERMITTING, AND CONSTRUCTION OF PLUMING AND FIRE SPRINKLER WORK REQUIRED TO COMPLETE THE PROJECT. THE OWNER/LANDLORD WILL CONTRACT FOR MECHANICAL AND ELECTRICAL WORK. CONTRACTOR IS RESPONSIBLE TO COORDINATE THE WORK OF THESE CONTRACTORS. F. ALL SITE CONDITIONS AND CONTRACT DOCUMENTS SHALL HAVE BEEN EXAMINED BY THE CONTRACTOR PRIOR TO BIDDING. THE CONTRACTOR UNDERSTANDS DOCUMENTS AND THE QUALITY AND QUANTITIES OF MATERIALS TO BE PROVIDED. G. PERMITS AND FEES: CONTRACTOR SHALL PAY FOR ALL PERMITS ASSOCIATED WITH PLUMBING AND FIRE SPRINKLER SYSTEMS. P(}IIBIT C LANDLORD'S WORK AND TENANT'S WORK I. LANDLORD'S WORK LANDLORD SHALL PERFORM THE FOLLOWING WORK (®LANDLORD'S WORK") AT ITS SOLE COST AND EXPENSE: ON OR BEFORE THE LEASE DATE, LANDLORD WILL PROVIDE TENANT WITH AN ASBESTOS REPORT FOR THE PREMISES DATED DECEMBER 3, 2018 AND WILL REMOVE ANY ASBESTOS THAT 15 PRESENT TO THE EXTENT SUCH REMOVAL 15 REQUIRED BY APPLICABLE CODE OR LAWS; ON OR BEFORE THE LEASE DATE, LANDLORD WILL PROVIDE TENANT WITH AN HVAC REPORT DATED JULY 31, 2018 AND WILL PROVIDE A 6-MONTH WARRANTY ON THE HVAC SYSTEM SERVING THE PREMISES. LANDLORD WILL BE RESPONSIBLE FOR ALL NECESSARY REPAIRS AND REPLACEMENTS OF THE HVAC SYSTEM SERVING THE PREMISES FOR A ONE HUNDRED EIGHTY (180) DAY PERIOD FOLLOWING THE RENT COMMENCEMENT DATE. THEREAFTER, TENANT WILL Be RESPONSIBLE FOR MAINTAINING, REPAIRING AND REPLACING (IF SUCH REPLACEMENT 15 DEEMED NECESSARY IN TENANT'S REASONABLE DISCRETION) THE I1VAC SYSTEM SERVING THE PREMISES. 2. TENANT'S WORK. IN CONNECTION WITH ITS INITIAL OCCUPANCY OF THE PREMISES, AND SUBJECT TO LANDLORD'S REIMBURSEMENT AS AND TO THE EXTENT SET FORTH BELOW, TENANT MAY PROVIDE THE TENANT IMPROVEMENTS DESCRIBED AND DEFINED BELOW. 3. REIMBURSEMENT QLTENANT IMPROVEMENT ALLOWANCE. TENANT SHALL BE ENTITLED TO REIMBURSEMENT OF ITS HARD AND SOFT COSTS ACTUALLY INCURRED TO PERFORM THE TENANT IMPROVEMENTS, UP TO A MAXIMUM TOTAL OF $15,000.00 (THE ©TENANT IMPROVEMENT ALLOWANCE"), UNDER THE CONDITIONS SET FORTH BELOW, BUT PAYMENT OR NONPAYMENT THEREOF SHALL NOT RELIEVE TENANT OF ITS RESPONSIBILITY TO PAY FOR ALL COSTS THEREOF. IF TENANT IS NOT THEN IN UNCURED DEFAULT UNDER THIS LEASE, LANDLORD SHALL REIMBURSE THE TENANT IMPROVEMENT ALLOWANCE WITHIN THIRTY (30) DAYS AFTER FINAL COMPLETION OF THE WORK AND RECEIPT BY LANDLORD OF LIEN RELEASES FROM ALL CONTRACTORS AND SUPPLIERS WHOM TENANT HAS CONTRACTED WITH IN CONNECTION WITH SUCH WORK AND TENANT'S RECEIPT OF A CERTIFICATE OF OCCUPANCY FOR THE PREMISES. IF TENANT FAILS TO REQUEST THE TENANT IMPROVEMENT ALLOWANCE AFTER SATISFACTION OF THE PRECONDITIONS SET FORTH ABOVE BY THE FIRST (I5T) ANNIVERSARY OF THE DATE INITIAL POSSESSION OF THE PREMISES WAS DELIVERED BY LANDLORD TO TENANT, TENANT SHALL BE CONCLUSIVELY DEEMED TO HAVE WAIVED ANY RIGHT TO RECEIVE THE TENANT IMPROVEMENT ALLOWANCE. TENANT IS REQUIRED TO INSTALL CHANNEL LETTER SIGNAGE MEETING LANDLORD'S SIGNAGE CRITERIA AND USING A LANDLORD APPROVED VENDOR. 4. PLANS, ANY WORK PROPOSED BY TENANT TO THE PREMISES (THE ©TENANT IMPROVEMENTS") SHALL BE SUBJECT TO LANDLORD'S REASONABLE PRIOR APPROVAL AND SHALL BE SUBJECT TO THE OTHER TERMS AND CONDITIONS OF THIS EXHIBIT. ALL ARCHITECTURAL, ENGINEERING AND OTHER DESIGN FEES SHALL BE PAID BY TENANT. TENANT SHALL USE ITS ARCHITECT, ENGINEERS AND OTHER DESIGN PROFESSIONALS, ALL OF HId0M SHALL COMPLY WITH ANY APPLICABLE LICENSING ORGOVERNMENTAL REQUIREMENTS OF THE CITY OF SEATTLE AND THE STATE OF WASHINGTON. TENANT SHALL PROVIDE TO LANDLORD ITS PLANS FOR ANY DESIRED IMPROVEMENTS IN FORM SUITABLE FOR PERMIT APPLICATION (COLLECTIVELY, THE ©WORKING DRAWINGS"). THE WORKING DRAWINGS SHALL INCLUDE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION DRAWINGS A5 REQUIRED. WORKING DRAWINGS, AND ALL CHANGES THERETO, SHALL BE SUBJECT TO LANDLORD'S REASONABLE WRITTEN APPROVAL. IF LANDLORD DENIES ITS APPROVAL, IT SHALL SPECIFY THE REASONS FOR DOING 50 IN REASONABLE DETAIL. 5. CONTRACTORS. ALL CONTRACTORS AND SUBCONTRACTORS PARTICIPATING IN CONSTRUCTION OF THE TENANT IMPROVEMENTS SHALL BE REPUTABLE AND SHALL MEET ALL LICENSING AND INSURANCE REQUIREMENTS OF THE STATE IN WHICH THE PREMISES ARE SITUATED, AND BE REASONABLY SATISFACTORY TO LANDLORD. TENANT'S CHOICE OF SUBCONTRACTORS SI-IALL NOT MATERIALLY AFFECT ANY GUARANTIES OR WARRANTIES RELATING TO THE BUILDING OR BUILDING SYSTEMS. TENANT SHALL UTILIZE CONTRACTORS FROM A LIST PREVIOUSLY APPROVED BY LANDLORD; USE OF ANY CONTRACTOR NOT PREVIOUSLY APPROVED BY LANDLORD SHALL BE SUBJECT TO LANDLORD'S EXPRESS PRIOR APPROVAL. ALL TENANT IMPROVEMENTS SHALL BE COMPLETED UNDER THE SAME GENERAL CONTRACTOR (©CONTRACTOR") UNLESS OTHERWISE AGREED BY TENANT. ALL CONTRACTS BETWEEN TENANT AND TENANT'S CONTRACTOR(5) FOR THE IMPROVEMENTS SHALL CONTAIN A PROVISION REQUIRING THE CONTRACTOR TO NOTIFY LANDLORD IMMEDIATELY IN WRITING IF TENANT FAILS TO PAY SUCH CONTRACTOR ACCORDING TO THE TERMS OF THE CONTRACT. TENANT SHALL OBTAIN AT ITS SOLE COST AND PROVIDE TO LANDLORD PAYMENT AND PERFORMANCE BONDS FOR ALL IMPROVEMENTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AND SHALL FURTHER PROVIDE LANDLORD WITH: (a) CONTRACTOR'S STATE CONTRACTOR REGISTRATION NUMBERS; (b) COMPLETE LIST OF SUBCONTRACTORS WITH NAME, TELEPHONE NUMBER, ADDRESS AND CONTACT NAME; (C) DRAWINGS APPROVED BY THE MUNICIPALITY ISSUING THE BUILDING PERMIT; (d) A COPY OF THE BUILDING PERMIT; AND (e) COPIES OF BONDS IN PLACE, IF REQUIRED 8Y LANDLORD. A SET OF WORKING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, TENANT AND TENANT'S CONTRACTOR SHALL ATTEND A PRECONSTRUCTION MEETING WITH LANDLORD'S CONSTRUCTION REPRESENTATIVE AND/OR PROPERTY MANAGER. 6. WORK SCHEDULE. TENANT WILL PROVIDE A DRAFT WORK SCHEDULE TO LANDLORD SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE WORK SCHEDULE 15 SUBJECT TO LANDLORD'S REASONABLE APPROVAL. 7. CONTRUCTION WORK AND COSTS TENANT SHALL COMPLETE ALL TENANT IMPROVEMENTS AT TENANT'S SOLE RISK, COST AND EXPENSE. THE CONSTRUCTION SHALL BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER AND IN COMPLIANCE WITH ALL APPLICABLE RULES, LAWS, CODES AND REGULATIONS, INCLUDING ALL APPLICABLE SAFETY PROCEDURES ESTABLISHED BY LANDLORD'S CONSTRUCTION REPRESENTATIVE. ALL CONSTRUCTION OF THE TENANT IMPROVEMENTS SHALL BE COORDINATED THROUGH LANDLORD'S CONSTRUCTION REPRESENTATIVE. TENANT SHALL OBTAIN LANDLORD'S WRITTEN APPROVAL PRIOR TO THE PERFORMANCE OF ANY ADDITIONAL TENANT IMPROVEMENT WORK, SUCH APPROVAL NOT TO BE UNREASONABLY WITHHELD, DELAYED, OR CONDITIONED. IF, AT ANY TIME PRIOR TO COMPLETION OF THE IMPROVEMENTS, TENANT OR TENANT'S CONTRACTOR REQUESTS A CHANGE ORDER OR ORDERS, WHICH IN THE AGGREGATE, EXCEED TEN PERCENT (10%) OF THE AMOUNT OF THE SEPARATE PAYMENT AND PERFORMANCE BOND, TENANT OR TENANT'S CONTRACTOR SHALL OBTAIN LANDLORD'S WRITTEN APPROVAL PRIOR TO THE PERFORMANCE OF THE ADDITIONAL WORK CONTEMPLATED BY SUCH CHANGE ORDER OR ORDERS. LANDLORD'S CONSENT SHALL NOT BE UNREASONABLY WITHHELD, BUT IN ANT EVENT, TENANT SHALL CAUSE THE AMOUNT OF THE BONDS TO BE INCREASED TO COVER THE COST OF THE ADDITIONAL WORK. IF TENANT OR TENANT'S CONTRACTOR FAILS TO OBTAIN LANDLORD'S CONSENT FOR THE ADDITIONAL WORK, TENANT SHALL BE IN DEFAULT UNDER THE LEASE AND TENANT'S CONTRACTOR SHALL BE DEEMED TO HAVE WAIVED AND RELEASED ITS LIEN RIGHTS FOR THE ADDITIONAL WORK FOR WHICH NO CONSENT WAS OBTAINED. THE FOLLOWING CONDITIONS DURING CONSTRUCTION OF THE TENANT IMPROVEMENTS SHALL APPLY TO TENANT AND TENANT'S CONTRACTOR. (a) TENANT'S CONTRACTOR SHALL DILIGENTLY PERFORM ALL WORK IN A MANNER AND AT TIMES THAT DO NOT IMPEDE OR DELAY LANDLORD IN THE COMPLETION OF ANY OTHER WORK BEING PERFORMED BY LANDLORD OR ITS CONTRACTORS TO THE BUILDING OR ANY OTHER PORTION OF THE BUILDING OR PROPERTY. (b) TENANT'S CONTRACTOR SI-IALL PROVIDE WRITTEN NOTICE TO LANDLORD'S CONSTRUCTION REPRESENTATIVE OF ANY WORK TO BE DONE ON WEEKENDS OR OTHER THAN NORMAL JOB HOURS, AND LANDLORD SHALL PROVIDE KEYS AND/OR SECURITY ACCESS CARDS FOR NEEDED AFTER-HOURS ACCESS. (c) ALL DELIVERIES SHALL BE THROUGH SERVICE ENTRIES EXCEPT AS PRE -SCHEDULED FOR OVERSIZED ITEMS. CONTACT LANDLORD'S PROPERTY MANAGER FOR AUTHORIZATION TO ROUTE ANY LARGE EQUIPMENT OR MATERIALS THROUGH NON SERVICE AREAS. (d) USE OF BUILDING ELEVATORS FOR DELIVERY OF MATERIALS SHALL BE ARRANGED THROUGH LANDLORD'S PROPERTY MANAGER. ELEVATOR PADS SHALL BE USED AT ALL TIMES DURING CONSTRUCTION. IN BUILDINGS WITH SERVICE ELEVATORS, MOVEMENT OF ALL TOOLS, MATERIALS AND EQUIPMENT SHALL BE IN SERVICE ELEVATORS ONLY. (e) USE OF BUILDING OR PROPERTY UTILITIES SHALL BE ARRANGED THROUGH LANDLORD'S PROPERTY MANAGER AND LANDLORD RESERVES THE RIGHT TO CHARGE TENANT THE COSTS THEREFOR. (f) THE COMMON AREA SHALL BE KEPT CLEAN AT ALL TIMES. THE PREMISES SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION. (g) TENANT'S CONTRACTOR TO COORDINATE ALL INTERRUPTIONS TO THE FIRE ALARM AND SPRINKLER SYSTEMS WITH LANDLORD'S CONSTRUCTION REPRESENTATIVE TWENTY-FOUR (24) HOURS PRIOR TO INTERRUPTION OF SERVICE. ONLY LANDLORD'S CONSTRUCTION REPRESENTATIVE MAY REQUEST INTERRUPTION OF SERVICE. (h) TENANT'S CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM LANDLORD'S CONSTRUCTION REPRESENTATIVE PRIOR TO ANY PENETRATION OF THE FLOOR SLAB. LANDLORD'S APPROVAL SHALL NOT RELIEVE TENANT OR TENANT'S CONTRACTOR FROM RESPONSIBILITY FOR DAMAGE TO LANDLORD'S AND/OR OTHER TENANT'S PREMISES BECAUSE OF SUCH PENETRATION. TENANT'S CONTRACTOR SHALL ACCEPT THE PREMISES PRIOR TO STARTING ANY TRENCHING OPERATIONS. ANY ROOF PENETRATION OR MODIFICATION TO THE BUILDING STRUCTURE SHALL BE COMPLETED BY THE LANDLORD'S DESIGNATED CONTRACTOR AT THE TENANT'S EXPENSE AND ONLY AFTER RECEIVING PRIOR WRITTEN APPROVAL FROM THE LANDLORD'S CONSTRUCTION REPRESENTATIVE. LANDLORD'S APPROVAL SHALL NOT RELIEVE TENANT OR TENANT'S CONTRACTOR FROM RESPONSIBILITY FOR DAMAGE TO LANDLORD'S AND/OR OTHER TENANT'S PREMISES BECAUSE OF SUCH WORK. (i) TENANT'S CONTRACTOR SHALL STORE ALL CONSTRUCTION MATERIALS AND CONTAIN ALL OPERATIONS WITHIN THE PREMISES AND SUCH OTHER SPACE AS LANDLORD'S CONSTRUCTION REPRESENTATIVE MAY DIRECT FROM TIME TO TIME, FOLLOWING REASONABLE PRIOR NOTICE. WITH REGARD TO SPACE OUTSIDE OF THE PREMISES, LANDLORD'S CONSTRUCTION REPRESENTATIVE SHALL HAVE THE RIGHT TO REASSIGN SUCH SPACE AND REQUIRE TENANT'S CONTRACTOR TO MOVE ITS MATERIALS AND/OR OPERATIONS TO SUCH OTHER SPACE AS DIRECTED FROM TIME TO TIME. TENANT SHALL PROMPTLY MOVE TO SUCH OTHER SPACE AS DIRECTED AND SHALL TAKE ALL STEPS NECESSARY TO AVOID INTERFERENCE OR DELAYS WITH OTHER WORK. ALL TRASH, CONSTRUCTION DEBRIS AND SURPLUS CONSTRUCTION MATERIALS SHALL BE PROMPTLY REMOVED FROM THE BUILDING SITE. (j) SECURITY OF TOOLS, EQUIPMENT AND MATERIALS 15 THE RESPONSIBILITY OF THE TENANT'S CONTRACTOR. (k) TENANT'S CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL PARK IN AREAS AS DESIGNATED BY THE LANDLORD'S PROPERTY MANAGER. (1) TENANT'S CONTRACTOR OR SUBCONTRACTORS SHALL NOT POST SIGNS ON ANY PART OF THE BUILDING, BUILDING SITE OR THE PREMISES. (m) DURING CONSTRUCTION OF THE TENANT IMPROVEMENTS, THE PREMISES SHALL BE OPEN DURING WORKING HOURS FOR INSPECTION BY THE LANDLORD'S CONSTRUCTION REPRESENTATIVE AND PROPERTY MANAGER. UPON COMPLETION OF THE TENANT IMPROVEMENTS, THE LANDLORD'S CONSTRUCTION REPRESENTATIVE AND PROPERTY MANAGER SHALL PERFORM A FINAL INSPECTION FOR CONFORMANCE OF THE IMPROVEMENTS TO THE BUILDING STANDARDS. (n) ANY AND ALL WORK PERFORMED BY TENANT'S CONTRACTOR SHALL BE PERFORMED IN A MANNER TO AVOID ANY LABOR DISPUTE WHICH RESULTS IN A STOPPAGE OR IMPAIRMENT OF WORK, DELIVERIES OR ANY OTHER SERVICE IN THE BUILDING. IF THERE SHALL BE ANY SUCH STOPPAGE OR IMPAIRMENT AS THE RESULT OF ANY SUCH LABOR DISPUTE, TENANT SHALL IMMEDIATELY UNDERTAKE SUCH ACTION AS MAY BE NECESSARY TO ELIMINATE SUCH DISPUTE OR POTENTIAL DISPUTE, INCLUDING, WITHOUT LIMITATION, (A) REMOVING ALL DISPUTANTS FROM THE JOB SITE UNTIL SUCH TIME AS THE LABOR DISPUTE NO LONGER EXISTS, (B) SEEKING A TEMPORARY RESTRAINING ORDER AND OTHER INJUNCTIVE RELIEF WITH REGARD TO ILLEGAL UNION ACTIVITIES OR A BREACH OF CONTRACT BETWEEN TENANT AND TENANT'S CONTRACTOR, AND (C) FILING APPROPRIATE UNFAIR LABOR PRACTICE CHARGES. 8. LIENS. TENANT SHALL KEEP THE PREMISES AND THE BUILDING FREE AND CLEAR OF LIENS OF ANY KIND. IF ANY SUCH LIENS ARE FILED, TENANT SHALL HAVE THIRTY (30) DAYS FROM THE RECEIPT OF NOTICE FROM LANDLORD INFORMING TENANT OF SUCH FILING TO EITHER REMOVE SUCH LIENS OR TO PROVIDE A BOND (OR OTHER SECURITY ACCEPTABLE TO LANDLORD AND ITS LENDER) IN THE AMOUNT OF THE LIEN CLAIM INDEMNIFYING LANDLORD AS SECURITY FOR THE REMOVAL OR CERTIFICATION THEREOF. TENANT AGREES TO HOLD HARMLESS AND INDEMNIFY LANDLORD IN THE EVENT OF ANY BREACH OF TENANT'S OBLIGATIONS, AND UPON COMPLETION OF THE TENANT IMPROVEMENTS, SHALL PROVIDE WRITTEN LIEN RELEASES FROM ALL CONTRACTORS, SUPPLIERS, AND LABORERS, MECHANICS, OR OTHER MATERIALMEN PROVIDING MATERIALS, LABOR, OR SERVICES TOWARD SUCH TENANT IMPROVEMENTS. q. CONSTRUCTION INSURANCE. DURING CONSTRUCTION, TENANT OR ITS CONTRACTOR SHALL PROCURE AND MAINTAIN IN EFFECT THE FOLLOWING INSURANCE COVERAGES WITH AN INSURANCE COMPANY OR COMPANIES AUTHORIZED TO DO BUSINESS IN THE STATE OF WASHINGTON: (a) WORKMEN'S COMPENSATION - STATUTORY LIMITS FOR THE STATE OF WASHINGTON, TOGETHER WITH OALL STATES," ©VOLUNTARY COMPENSATION" AND ©FOREIGN COMPENSATION" COVERAGE ENDORSEMENTS; (b) EMPLOYER'S LIABILITY INSURANCE WITH A LIMIT OF NOT LESS THAN $500,000.00; (c) COMMERCIAL GENERAL LIABILITY - AT LEAST $I,000,000 COMBINED SINGLE LIMIT, INCLUDING PERSONAL INJURY, CONTRACTUAL AND PRODUCTS/COMPLETED OPERATIONS LIABILITY NAMING LANDLORD AND TENANT AS ADDITIONAL INSURED. COVERAGE MUST BE PRIMARY AND NON-CONTRIBUTING AND INCLUDE THE FOLLOWING: (i) PREMISES - OPERATIONS (II) ELEVATORS AND HOISTS (III)INDEPENDENT CONTRACTOR (iv) CONTRACTUAL LIABILITY ASSUMED UNDER THE CONSTRUCTION CONTRACT (v) COMPLETED OPERATIONS - PRODUCTS (vi) EXPLOSION, UNDERGROUND AND COLLAPSE (XUC) COVERAGE (d) AUTOMOBILE LIABILITY - INCLUDING OWNED, HIRED AND NON -OWNED LICENSED VEHICLES USED IN CONNECTION WITH PERFORMANCE OF THE CONSTRUCTION WORK OF AT LEAST: $1,000,000 PER OCCURRENCE, $3,000,000 GENERAL AGGREGATE (INCLUDING UMBRELLA LIMITS). COVERAGE MUST INCLUDE THE FOLLOWING: (i) OWNED VEHICLES (II) (iv) NON -OWNED VEHICLES LEASED VEHICLES (III) HIRED VEHICLES (e) PROCURE OR CAUSE CONTRACTOR TO PROCURE AND MAINTAIN INSTALLATION FLOATER INSURANCE TO PROTECT AGAINST THE RISK OF PHYSICAL DAMAGE UNTIL ACCEPTANCE OF THE CONSTRUCTION WORK; (f) FURNISH THE LANDLORD WITH CERTIFICATES OF INSURANCE EVIDENCING SUCH COVERAGE PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION WORK. ALL INSURANCE SHALL BE CARRIED IN COMPANIES REASONABLY ACCEPTABLE TO THE LANDLORD; (g) THE FOLLOWING STATEMENT SHALL APPEAR IN EACH CERTIFICATE OF INSURANCE PROVIDED LANDLORD BY TENANT HEREUNDER: "IT 15 AGREED THAT IN THE EVENT OF ANY MATERIAL CHANGE IN, CANCELLATION OR NON -RENEWAL OF THIS POLICY, THE COMPANY SHALL ENDEAVOR TO GIVE TEN (10) DAYS PRIOR NOTICE TO (LANDLORD]." (h) DURING CONSTRUCTION OF THE TENANT IMPROVEMENTS, BOTH PARTIES SHALL GIVE PROMPT NOTICE TO THE OTHER OF ALL LOSSES, DAMAGES, OR INJURIES TO ANY PERSON OR TO PROPERTY OF TENANT, LANDLORD OR THIRD PARTIES. LANDLORD OR TENANT SHALL PROMPTLY REPORT TO THE OTHER ALL SUCH CLAIMS OF WHICH THAT PARTY HAS NOTICE, WHETHER RELATED TO MATTERS INSURED OR UNINSURED. NO SETTLEMENT OR PAYMENT FOR ANY CLAIM FOR LOSS, INJURY OR DAMAGE OR OTHER MATTER AS TO WHICH ONE PARTY MAY HAVE AN OBLIGATION FOR ANY PAYMENT OR REIMBURSEMENT, SHALL BE MADE BY THE OTHER WITHOUT THE WRITTEN APPROVAL OF THE AFFECTED PARTY; (i) THE CARRYING OF ANY OF THE INSURANCE REQUIRED HEREUNDER SHALL NOT BE INTERPRETED AS RELIEVING THE INSURING PARTY OF ANY RESPONSIBILITY TO THE OTHER PARTY, AND THE OTHER PARTY DOES NOT WAIVE ANY RIGHTS THAT IT MAY HAVE AGAINST THE OTHER PARTY AND/OR ITS REPRESENTATIVES FOR ANY EXPENSE AND DAMAGE TO PERSONS AND PROPERTY (TANGIBLE AND INTANGIBLE) FROM ANY CAUSE WHATSOEVER WITH RESPECT TO THE INSURING PARTY'S WORK; AND (j) LANDLORD AND TENANT SHALL ASSIST AND COOPERATE WITH ANY INSURANCE COMPANY IN THE ADJUSTMENT OR LITIGATION OF ALL CLAIMS ARISING UNDER THE TERMS OF THIS SECTION. 10. CONSTRUCTION REPRESENTATIVES TENANT HEREBY APPOINTS GLENN FULLAWAY TO ACT ON ITS BEHALF AND REPRESENT ITS INTERESTS WITH RESPECT TO ALL MATTERS REQUIRING TENANT ACTION IN THIS EXHIBIT. ALL MATTERS REQUIRING THE CONSENT, AUTHORIZATION OR OTHER ACTIONS BY TENANT WITH RESPECT TO MATTERS SET FORTH IN THIS SECTION SHALL BE IN WRITING AND SIGNED BY THE AFOREMENTIONED PERSON. NO CONSENT, AUTHORIZATION, OR OTHER ACTION BY TENANT WITH RESPECT TO THE MATTERS SET FORTH IN THIS EXHIBIT SHALL BIND TENANT UNLESS IN WRITING AND SIGNED BY THE AFOREMENTIONED PERSON. LANDLORD HEREBY APPOINTS METRO PROPERTY SERVICES TO ACT ON ITS BEHALF AND REPRESENT ITS INTERESTS WITH RESPECT TO ALL MATTERS REQUIRING LANDLORD ACTION IN THIS EXHIBIT. ALL MATTERS REQUIRING THE CONSENT, AUTHORIZATION OR OTHER ACTIONS BY LANDLORD WITH RESPECT TO MATTERS SET FORTH IN THIS SECTION SHALL BE IN WRITING AND SIGNED BY THE AFOREMENTIONED PERSON. NO CONSENT, AUTHORIZATION, OR OTHER ACTION BY LANDLORD WITH RESPECT TO THE MATTERS SET FORTH IN THIS EXHIBIT SHALL BIND LANDLORD UNLESS IN WRITING AND SIGNED BY THE AFOREMENTIONED PERSON. 11. TENANT'S RESTORATION OBLIGATION UPON THE EXPIRATION OR TERMINATION OF THIS LEASE, TENANT SHALL NOT BE OBLIGATED TO REMOVE ANY PORTION OF THE TENANT IMPROVEMENTS FROM THE PREMISES. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE TERMS AND PROVISIONS OF THIS PARAGRAPH 11 AND THE REMAINDER OF THIS LEASE, THE TERMS AND PROVISIONS OF THIS PARAGRAPH II WILL GOVERN AND CONTROL. 12. AS-BUILTS. UPON COMPLETION OF THE TENANT IMPROVEMENTS, TENANT'S CONTRACTOR SHALL SUBMIT TO LANDLORD'S CONSTRUCTION REPRESENTATIVE: (I) COPIES OF ALL AS -BUILT CONSTRUCTION DOCUMENTS AND SPECIFICATIONS (OR MARKED -UP CONSTRUCTION DRAWINGS) INDICATING RECONFIGURATION OF THE PREMISES, INCLUDING CHANGES TO THE MECHANICAL, ELECTRICAL, ARCHITECTURAL, PLUMBING, CABLING, SPRINKLER AND FIRE ALARM, AS APPLICABLE; AND (II) ORIGINAL PERMIT WITH INSPECTOR(S) FINAL ACCEPTANCE. 13. LEGAL TITLE LEGAL TITLE TO ALL TENANT IMPROVEMENTS SHALL IMMEDIATELY VEST IN LANDLORD UPON SUBSTANTIAL COMPLETION THEREOF. 14. NO LANDLORD LIABILITY THE LANDLORD SHALL NOT BE LIABLE FOR ANY INJURY, LOSS OR DAMAGE TO ANY PERSON (INCLUDING DEATH) OR PROPERTY ON OR ABOUT THE BUILDING OR PREMISES DURING THE PERFORMANCE OF THE WORK, UNLESS CAUSED BY THE LANDLORD, ITS EMPLOYEES OR AGENTS, AND TENANT SHALL INDEMNIFY AND HOLD THE LANDLORD HARMLESS AGAINST AND FROM ANY SUCH LIABILITY, AND ANY COSTS OR CHARGES (INCLUDING, WITHOUT LIMITATION, REASONABLE ATTORNEY'S FEES AND COURT COSTS) WHICH THE LANDLORD MAY INCUR ON ACCOUNT OF ANY SUCH INJURY, LOSS OR DAMAGE. TENANT'S CONTRACTOR SHALL CARRY COMMERCIAL GENERAL LIABILITY INSURANCE WHICH SHALL INCLUDE COVERAGE OF THE FOREGOING CONTRACTUAL LIABILITY. LANDLORD'S COLLECTION RIGHTS TO ANY AMOUNTS DUE SHALL BE DEEMED THE SAME AS FOR ADDITIONAL RENT UNDER THE LEASE. RECEIVED CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 032019 City of Tukwila BUILDING DIVISION A B C D E F G H J K 2 3 4 5 6 elix cln group AMERICAN INSTITUTE OF ARCHITECTS DESCRIPTION OF 7 WORK 8 9 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE 01.11.19 JOB NO. a 18-177 PERMIT PHASE 10 GO1O DRAWING NO. © Helix Design Group: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 7 8 r//////////A O ESP DUPLEX OUTLET FOR TELEVISION LOCATION. INSTALL CENTERLINE OF TV AND ELECTRICAL OUTLET AT �TV +69" A.F.F. A B SYMBOL LEGEND WALLS EXISTING DEMISE PARTITION. NEW CEILING HEIGHT PARTITION - REFER TO DETAIL #30. 3-5/8" FULL HEIGHT METAL STUD WALL. PRE -FABRICATED WALLS (TO BE SUPPLIED 4 INSTALLED BY OTHERS). ELECTRICAL DUPLEX ELECTRICAL OUTLET 18" A.F.F., MEASURED TO THE CENTER OF OUTLET. C 20 AMP DEDICATED CIRCUIT WITH ISOLATED GROUND FOR A COMPUTER AND PRINTER. BOTH OUTLETS TO BE ON THE SAME CIRCUIT. SINGLE ELECTRICAL DEDICATED 20 AMP CIRCUIT, 110 VOLT, NEMA 5-20R (CRITICAL!) LOCATED is" D A.F.F. FOR TRUE FREEZERS OR 93' A.F.F. FOR TRAULSEN AND OTHER BRANDS. ELECTRICIAN SHALL VERIFY OUTLET CONFIGURATION. 20 AMP QUAD DEDICATED CIRCUIT LOCATED FLUSH NCI SURFACE MOUNTED) IN THE CENTER OF THE TELEPHONE BOARD. SEE TELEPHONE SPECIFICATIONS ON SHEET A-2. INSTALL GFI IF OUTLET IS WITHIN SIX FEET OF SERVICE SINK. 0 X4D P TB O FOURPLEX ELECTRICAL OUTLETS 18" A.F.F., MEASURED TO THE CENTER OF THE OUTLET. DEDICATED 20 AMP CIRCUIT FOR WATER HEATER, HEATER TO BE HARD WIRED. SIZE AS REQUIRED. LOCATION FOR FULLY RECESSED ELECTRICAL SUB -PANEL. SINGLE POLE LIGHT SWITCH. LIGHTING RELOCATION OF EXISTING 2' X 4' LAY -IN LIGHT FIXTURES. FIXTURES ARE SPLIT, IF REQUIRED BY CODE, HAVING TWO SWITCHES; ONE FOR THE EXTERIOR TWO LAMPS; ONE FOR THE INTERIOR TWO LAMPS. SEE ELECTRICAL NOTE 17, SHEET A-2. 2' X 2' LAY -IN LIGHT FIXTURES. FIXTURES ARE SPLIT, IF REQUIRED, AS ABOVE. OUTLET BOX AND INCANDESCENT LIGHTING FIXTURE. REST ROOM FIXTURE(5) TO HAVE EXHAUST FAN W/I2 AIR CHANGE PER HOUR. EXIT LIGHTS. 2' X 4' OR 2' X 2' FLUORESCENT NIGHT LIGHT FIXTURE TO REMAIN ON 24 HRS. EMERGENCY LIGHTS WITH BATTERY PACK SET TO LIGHT WHEN ELECTRICITY FAILS PER LOCAL CODE. LIGHTING IS EXISTING. ADD ADDITIONAL FIXTURES IF NEEDED. TELEPHONE/COMPUTER WIRING TELEPHONE/DATA OUTLET WHERE INDICATED - PROVIDE MUD RINGS OR CONDUIT RUNS IF REQUIRED BY LOCAL CODE. CAT 5 14/WHITE INSERT. SEE DETAIL 32. ONE QUAD JACK TELEPHONE OUTLET WHERE INDICATED- PROVIDE MUD RINGS OR CONDUIT RUNS IF REQUIRED BY LOCAL CODE. ALL CAT 5 WITH WHITE INSERTS. SEE DETAIL 31. DATA/TELEPHONE OUTLET WITH ONE CAT 5 TELEPHONE OUTLET W/ RED INSERT, ONE CAT 5 TELEPHONE OUTLET W/WHITE INSERT, ONE CAT 5 DATA OUTLET W/ BLUE INSERT. PROVIDE MUD RINGS OR CONDUIT RUNS IF REQUIRED BY LOCAL CODE. SEE DETAIL 33. DENOTES PRINTER LOCATION. 4' X 6' 3/4" PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT. MOUNT BOTTOM OF BOARD AT +54" A.F.F. SEE TELEPI-IONE SPECIFICATIONS ON SHEET A-2. INSTALL 1 1/2" CONDUIT FROM M.P.O.E. TO TELEPHONE BOARD. HVAC AIR CONDITIONING SUPPLY DUCT. AIR CONDITIONING RETURN. LOCKING COVER THERMOSTAT, 7 DAY PROGRAMMABLE, PROVIDE QUANTITY AND LOCATION AS REQUIRED. (SEE MECHANICAL CONSTRUCTION NOTES.) INCLUDE INSTALL SEPARATE THERMOSTAT FOR FOOD ROOM. DOORS FOOD ROatt DOORS TO BE PAINT GRADE READY UNFINISHED 3'-0" x 7'-0" x 1 3/4" (CRITICAL HEIGHT!) SOLID WOOD DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE GRAY #SCI06. PROVIDE SCHLAGE 5-SERIES PASSAGE SET HARDWARE SATIN CHROME FINISH OR EQUIVALENT, WITH LEVER STYLE HANDLES, AND FLOOR MOUNTED DOOR STOP PLACED TO ALLOW THE DOOR TO SWING 100 DEGREES. INSTALL CHROME FINI5H 12" X 34' KICK PLATE CENTERED AT BOTTOM OF DOOR. MANAGER'S OFFICE DOOR TO BE PAINT GRADE READY UNFINISHED 3'-0" x 6'-8" x 1 3/4" SOLID WOOD DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE GRAY #SCI06. PROVIDE SCHLAGE LEVON AIDS-626 PASSAGE SET HARDWARE SATIN FINISH OR EQUIVALENT WITH LEVER STYLE HANDLES, SCHLAGE 13360-626 SATIN CHROME FINISH DEADBOLT LOCK AND WALL MOUNTED DOOR BUMPERS. OFFICE 4 BREAK ROOM/TRAINING ROOM DOORS TO BE PAINT GRADE READY UNFINISHED 3'-0" x 6'-8" x 1 3/4" SOLID WOOD DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE GRAY #SCI06. PROVIDE SCI-ILAGE LEVON AI05-626 PASSAGE SET HARDWARE SATIN CHROME FINISH OR EQUIVALENT, WITH LEVER STYLE HANDLES AND WALL MOUNTED DOOR BUMPERS. NO LOCKS AND NO DEADBOLTSI JANITOR /UTILITY ROOM/ TELEPHONE ROOM DOOR TO BE PAINT GRADE READY UNFINISHED 3'-0' x 6'-8" x 1 3/4" SOLID WOOD DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE GRAY #5CI06. PROVIDE SCI-ILAGE LEVON AI05-626 PASSAGE SET HARDWARE SATIN CHROME FINISH OR EQUIVALENT WITH LEVER STYLE HANDLES. PROVIDE FLOOR MOUNTED DOOR STOP. REST ROOM DOORS TO BE PAINT GRADE READY UNFINISHED 3'-0" x 6'-8" x 1 3/4" SOLID WOOD DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE GRAY #SCI06. PROVIDE SCHLAGE LEVON A40S-LEV-626 (WITH PRIVACY LOCK INSIDE) HARDWARE SATIN CHROME FINISH OR EQUIVALENT WITH LEVER STYLE HANDLES AND WALL MOUNTED DOOR BUMPER TO MEET ALL CODE AND ADA REQUIREMENTS. DOOR CLOSER AND AN ADA COMPLIANT SIGN THAT READS 'TOILET ROOM", WITH THE HANDICAP SYMBOL AND BRAILLE LETTERING, MOUNTED 5'-0" A.F.F. TO CENTER OF SIGN, 8" MAX. FROM DOOR FRAME, ON STRIKESIDE OF DOOR (IF POSSIBLE). REFER TO DETAIL 35 ON SHEET A-9. INSTALL COAT HOOKS ON BACK OF ALL OFFICE AND REST ROOM DOORS @ +66" A.F.F. INSTALL SECOND COAT HOOK @+48" A.F.F. IN REST ROOMS, MANAGER'S OFFICE, AND THE HANDICAPPED ACCESSIBLE PD AND COUNSELOR'S OFFICES (OFFICE#I). SCHLAGE LOCK, KANSAS CITY, 888-805-9837. MISC. INSTALL WALL MOUNT FIRE EXTINGUISHERS TO CODE. A B C D D E FINISHES F FLOOR COVERING HOOD (VINYL) FLOORING: NATURELLE, PERSIAN WALNUT (D-51), LONG PLANK 7" X 48", COLOR: WARM BROWN. VCT - ARMSTRONG CONNECTION #5I946 GENETIAN BLUE, INSTALLED IN FOOD ROOM AND SERVICE SINK AREA IF SHEET VINYL IS NOT REQUIRED BY LOCAL CODE. TILES TO BE SEALED AND WAXED. WALL BASE: JOHNSONITE TIGHTLOCK RESILIENT #69 STERLING SILVER. REST ROOM FLOOR TILE: MS INTERNATIONAL, POLISHED GRANITE FLOOR TILE, 12" X 12", COLOR: ABSOLUTE BLACK (UNLESS SHEET VINYL IS REQUIRED BY CODE) WITH GROUT TO MATCH. USE SCHLUTER DILEX-AHK SATIN ANODIZED ALUMINUM 3/8 IN. X 8 FT. 2-1/2 IN. METAL COVE -SHAPED TILE EDGING TRIM TO COVE FROM FLOOR TILE TO WALL TILE. SEAMLESS COMMERCIAL SHEET VINYL , COLOR: BLACK WITH 4" HIGH CONTINUOUS COVE BASE WITH BRUSHED ALUMINUM METAL CAP. INSTALLED IN FOOD ROOM, REST ROOMS AND SERVICE SINK AREA ONLY IF REQUIRED BY LOCAL CODE, CEILING ACOUSTICAL CEILING T-BAR GRID AND ACOUSTICAL LAY -IN TILE TO BE BUILDING STANDARD THROUGHOUT AT I0'-0" A.F.F, EXCEPT AT RESTROOMS AND SERVICE SINK AREA. CEILING T-BAR GRID AND SCRUBBABLE (IF REQUIRED) LAY -IN TILE AT 10'-0" A.F.F. AT FOOD ROOM. DRYWALL CEILING AT RESTROOMS AND SERVICE SINK AREA (IF REQUIRED) AT 8'-0" A.F.F. TO RECEIVE PAINT. WALL FINISHES PAINT: P-I: SHERWIN WILLIAMS COLOR SW 7666 FLEUR DE SEL,, BEHIND THE RECEPTION DESK AND REST ROOM. P-2: BENJAMIN MOORE COLOR BM 2066-30 BIG COUNTRY (REFER TO PAINT PLAN). EGGSHELL FINISH, ALL WALLS. EXCEPT EXCEPT WALL BLUE ON ACCENT WALL BEHIND THE RECEPTION DESK P-3: SHERWIN-WILLIAMS 514 7076, COLOR: CYBERSPACE. ON REST ROOM WALLS ABOVE THE TILE. DOORS TO HAVE TWO COATS SHERWIN WILLIAMS SEMI -GLOSS ENAMEL, COLOR SW 7666 FLEUR DE SEL, ON PRIMER COAT. REST ROOM WALL TILE (WT-I): MS INTERNATIONAL, POLISHED PORCELAIN WALL TILE 12" X 24", COLOR: ROMAGNA IVORY WITH GROUT TO MATCH. TILE TO 7'-0' A.F.F. WITH 5 3/8" STRIPE OF ABOLOS LANDSCAPE BLACK TRANSLUCENT 10.75 IN. X 10.125 IN. X 6.35MM GLASS MOSAIC TILE-HMDLAN0102-SW - FROM THE HOME DEPOT (WT-2), COLOR: BLACK 1401 @ 5'-8"" A.F.F. WITH GROUT TO MATCH. ALL EXPOSED BLOCK TO BE FURRED OUT AND DRY WALLED THROUGHOUT SPACE. WINDOW COVERINGS - (TO BE INCLUDED IN BID) WINDOW COVERINGS ON a ERIOR GLAZING SHALL BE ROLLER SHADES PROVIDED BY JENNY CRAIG CORPORATE VENDOR. WINDOW BLINDS ON MANAGER'S OFFICE (IF WINDOW EXISTS) SHALL BE MINI 1" BLINDS. COLOR: IVORY MILLWORK SURFACES TO BE SUPPLIED AND INSTALLED BY OTHERS. MANAGER'S WINDOW - IF SHOWN ON PLANS, 3'-0 X 3'-0" GLASS WINDOW AT 36" A.F.F. WINDOW TO BE OFFSET, AS SPECIFIED ON INTERIOR ELEVATION, FROM THE INSIDE OF THE WALL FOR BEST VIEWING OF THE LOBBY/RECEPTION AREA. PLUMBING FIXTURES TOILET: AMERICAN STANDARD FLUSH VALVE, GRAINGER PART# 4TMH7. TOILET SEAT: GRAINGER PART# 2P688 OPEN FRONT TOILET SEAT. FLUSH VALVE: SLOAN FLUSHOMETER. MODEL 111. GRAINGER PART# 4LW39. LAVATORY: AMERICAN STANDARD SINK 17 3/8" WIDTH. GRAINGER PART# IVNW8. FAUCET: DELTA LAVATORY FAUCET #500-DST. GRAINGER PART# 4NLKI. CONSTRUCTION NOTES GENERAL NOTES I. ALL WORK OF THE CONTRACTOR AND SUBCONTRACTORS SHALL CONFORM TO THE PROVISIONS OF THE STATE, CITY, AND COUNTY BUILDING LAWS, ORDINANCES, RULES, REGULATIONS AND LANDLORD REQUIREMENTS. 2. UNLESS THE LOCAL REGULATIONS SPECIFICALLY REQUIRE THE LANDLORD TO DO S0, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES, GIVE ALL NECESSARY NOTICES, AND PAY COSTS OF ALL INCIDENTAL FEES. 3. ALL MATERIALS USED IN THE CONSTRUCTION OF ANY OF THE FINISHED SPACES DESIGNED OR SPECIFIED HEREIN, INCLUDING ALL WOOD USED FOR FINISHES OR IN SUBSTRATES, SHALL BE CONSTRUCTED USING ONLY CLASS 'A' NON-COMBUSTIBLE MATERIALS. 4. THE CONTRACTOR SHALL MAINTAIN ADEQUATE PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE LANDLORD'S AND JENNY CRAIG'S PROPERTY, ADJACENT PROPERTY, AND PUBLIC PROPERTY FROM DAMAGE AND INJURY ARISING IN CONNECTION WITH THIS CONTRACT, AND SHALL MAKE GOOD ANY SUCH DAMAGE OR INJURY ARISING AT NO COST TO THE LANDLORD OR JENNY CRAIG. THE CONTRACTOR ASSUMES AND BEARS ALL RISKS OF DAMAGE TO, OR FAILURE OF, THE WORK DURING CONSTRUCTION. 5. ALL MATERIALS AND FINISHES SHALL BE FURNISHED BY THE CONTRACTOR, SHALL BE NEW AND FREE FROM DEFECTS, AND SHALL CONFORM TO THE EXACT SPECIFICATIONS OF THE MANUFACTURER OR DISTRIBUTOR SOURCE AS NOTED. NO COLOR MATCHING IS PERMITTED. ALL COLORS AND FINISHES SPECIFIED ON THE ARCHITECTURAL DRAWINGS ARE STOCK COLORS AND FINISHES. 6. ASSEMBLY AND INSTALLATION OF ALL SPECIFIED COMPONENTS SHALL BE IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS AND INDUSTRY STANDARDS. 7. THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW PARTITIONS, FINISHES AND EQUIPMENT, INCLUDING ALL HVAC AND ELECTRICAL EQUIPMENT AS INDICATED IN THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE THE WORK WITH EXISTING BUILDING CONSTRUCTION AND SYSTEMS. 8. THE USE OF BRAND NAMES IN DESCRIBING MATERIALS OR PRODUCTS IS INTENDED TO SET MINIMUM STANDARDS FOR THOSE ITEMS: HOWEVER ANY SUBSTITUTIONS MUST BE APPROVED BY JENNY CRAIG IN WRITING BEFORE BEING USED IN THE WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE HVAC SYSTEM, PLUMBING SYSTEM AND THE ELECTRICAL SYSTEM PER BUILDING STANDARD DESIGN SPECIFICATIONS, JENNY CRAIG STANDARDS AND GOVERNING BUILDING CODE REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, WHEN REQUIRED BY LOCAL REGULATIONS, INDICATING PROPOSED DUCTS, AIR HANDLING EQUIPMENT, PLUMBING AND FIRE PROTECTION LOCATIONS AND OTHER PERTINENT INFORMATION FOR APPROVAL BEFORE FABRICATION AND/OR INSTALLATION. 10. ALL WOOD TRIM TO BE MITERED AT INTERSECTIONS AND FREE FROM VISIBLE DEFECTS. SET ALL NAIL HEADS AND FILL WITH APPROPRIATE FILLER AND SAND SMOOTH BEFORE PAINTING. II. THESE CONSTRUCTION DOCUMENTS INDICATE MATERIALS AND METHODS OF INTERIOR CONSTRUCTION TO SET STANDARDS OF QUALITY AND/OR PERFORMANCE. OTHER MATERIALS AND/OR METHODS MAY BE CONSIDERED FOR ACCEPTANCE BY JENNY CRAIG, PROVIDED THEY DO NOT AFFECT THE VISIBLE APPEARANCE FROM THAT INDICATED IN ANY WAY WHATSOEVER. E F G G IMPORTANT IMPORTANT ! IMPORTANT ! H I J 12. MATERIALS, DIMENSIONS, AND ALL OTHER -CONDITIONS NOT OTHERWISE INDICATED. IN THESE DOCUMENTS SHALL BE INTERPRETED -AS HAVING THE SAME MEANING AS THOSE MOST SIMILARLY DETAILED AND MORE FULLY. DEFINED- ELSEWHERE IN THE DOCUMENTS. 13, THE CONTRACTOR SHALL INSPECT THE PROJECT SITE, FIELD VERIFY ALL DIMENSIONS SHOWN AND SHALL NOTIFY JENNY CRAIG OF ANY VARIANCE PRIOR TO SUBMITTING HIS BID, THE ORDERING OF MATERIALS, BEGINNING FABRICATIONS, OR STARTING CONSTRUCTION. CONTRACTOR TO VERIFY ALL UTILITY METERS ARE IN PLACE AND PROVIDE APPROPRIATE METER NUMBERS. 14. ALL FASTENERS AND ATTACHMENTS SHALL BE FULLY CONCEALED FROM VIEW. 15. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED MATERIAL FACE TO FINISHED MATERIAL FACE. 16. IF ALTERED, SHOP DRAWINGS BASED ON ACTUAL FIELD DIMENSIONS SHALL BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL PRIOR TO CONSTRUCTION OR FABRICATION OF ALL MILLWORK, DUCTWORK AND OTHER REQUIRED ITEMS DESCRIBING THE OVERALL SCOPE, AS WELL AS, COMPLETE DETAILS OF THE WORK TO BE PERFORMED AND BY WHOM. WHEN REQUIRED BY JENNY CRAIG, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A DESCRIPTION OF ALL MATERIALS AND/OR SAMPLES PROPOSED FOR USE IN THIS PROJECT. 17. THE CONTRACTOR SHALL KEEP THE PROJECT WORK IN A CLEAN AND ORDERLY FASHION AT ALL TIMES DURING CONSTRUCTION. UPON COMPLETION, • LEAVE ALL WORK AREAS AND FINISHED SPACES "BROOM CLEAN" AND IN ACCEPTABLE CONDITION. 18. THE CONTRACTOR SHALL PROVIDE AND COORDINATE FIRE RETARDANT BLOCKING INSIDE PARTITIONS AS REQUIRED FOR SECURING WALL -HUNG CABINETS, SHELVES, MILLWORK, ETC. 19. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH THE MECHANICAL AND ELECTRICAL PORTIONS OF THE WORK, PROVIDE ALL NECESSARY OPENINGS AND RECESSES REQUIRED FOR THE MECHANICAL AND ELECTRICAL PORTIONS OF THE CONTRACT, AND COOPERATE FULLY WITH ALL TRADES. 20. ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 21. THE CONTRACTOR'S PRICES SHALL INCLUDE ALL LOCAL TAXES, DELIVERY AND INSTALLATION COSTS. 22. MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SHALL NOT BE PLACED SO AS TO IMPAIR OR INTERFERE WITH GIVEN CEILING HEIGHTS AND CLEARANCES, 23. THE CONTRACTOR SHALL PROVIDE AT HIS EXPENSE, ANY AND ALL REQUIRED HVAC, PLUMBING, ELECTRICAL AND FIRE PROTECTION DESIGN DOCUMENTS IF REQUIRED. THESE DOCUMENTS SHALL BE PROPERLY SEALED BY A REGISTERED ENGINEER IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR SECURING ALL NECESSARY CONSTRUCTION PERMITS AND THE CERTIFICATE FOR OCCUPANCY. 24. THE CONTRACTOR SHALL COORDINATE WITH MILLWORK VENDOR AND BE RESPONSIBLE FOR PROVIDING THE VENDOR WITH ACCURATE FIELD DIMENSIONS BETWEEN ALL WALLS WHERE COUNTERS, DESKTOPS, CABINETS, AND SHELVES ARE TO BE INSTALLED. 25. WALL BASE AND DESK SIDE PANELS .ARE TO BE INSTALLED AFTER ALL CABINETS, SHELVES, COUNTER -TOPS, AND DESKTOPS HAVE BEEN INSTALLED. 26. ALL FIRE RETARDANT SHELF AND CABINET BLOCKING SHALL BE INSTALLED PRIOR TO APPLYING GYPSUM WALL BOARD. ALL ELECTRICAL, TELEPHONE AND ELECTRONIC WALL RECEPTACLES MUST ALIGN WITH THE RECEPTION DESK'S SIDE PANEL CUTOUTS. COORDINATE THE LOCATIONS WITH MILLWORK VENDOR. 27. ALL EXIT CORRIDORS AND REST ROOM INTERIOR CLEAR DIMENSIONS SHALL BE VERIFIED TO MEET LOCAL CODE REQUIREMENTS. OBTAIN JENNY CRAIG AUTHORIZATION PRIOR TO ANY ADJUSTMENTS TO PLAN. 28. PROVIDE REST ROOM FIXTURES, ACCESSORIES AND SIGNAGE AS REQUIRED PER CODE AND ACCESSIBILITY REQUIREMENTS AS WELL AS ADA REQUIREMENTS, IF NOT PROVIDED BY LANDLORD. REFER TO TOILET ROOM ACCESSORIES ON SHEET A-2 FOR ITEMS PROVIDED BY OWNER. 29. FOOD ROOM TO HAVE TENANT SUPPLIED 18" DEEP PRE -FABRICATED SHELVING. 30. FOOD ROOM FREEZERS TO BE TENANT SUPPLIED REACH - IN TYPE FREEZERS. 31. THE CONTRACTOR SHALL SUBMIT TO JENNY CRAIG A COPY OF ITS VALID LICENSE TO OPERATE WITHIN LOCAL JURISDICTION. 32. PROVIDE ENGINEERED PERMIT READY DOCUMENTS (AND TITLE 24 IF CALIFORNIA PLAN) AS REQUIRED. 33. INSTALL ALL FLOOR COVERINGS BEFORE INSTALLING MILLWORK. 34. AT THE RECEPTION DESK THE ELECTRICAL OUTLETS ARE TO GROUPED TOGETHER AS CLOSE AS POSSIBLE. DIRECTLY ABOVE THEM INSTALL THE TELEPHONE OUTLETS. ALL OF THE OUTLETS ARE TO BE BE GROUPED TOGETHER AS CLOSE AS POSSIBLE WITHIN I6" HORIZONTALLY 50 THEY REMAIN HIDDEN BY THE END OF THE RECEPTION DESK. SEE DETAIL 34. 35. SUBJECT TO AGREEMENT WITH OWNER, CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION OF OWNER SUPPLIED MILLWORK AND GRAPHICS. 36. CONTRACTOR TO INSTALL ADEQUATE BLOCKING TO SUPPORT FLOATING CABINETS, SHELVES AND TELEVISION. 37. ELECTRICAL AND DATA OUTLETS IN ALL OFFICES ARE TO BE CENTERED ON THE BACK WALL OF THE OFFICE/CUBICLE (USUALLY THE DEMISING WALL), EXCEPT IN THE MANAGERS OFFICE, WHERE THEY SHOULD BE LOCATED 18" O.C. FROM THE WALL OR PARTITION THE WORK SURFACE WILL FACE. DEMOLITION I. DEMOLITION CONSISTS OF PERFORMING ALL DEMOLITION OF ANY EXISTING CONSTRUCTION WHICH IN ITS PRESENT POSITION WILL INTERFERE WITH THE NEW CONSTRUCTION AND TO PROVIDING AND PERFORMING ANY OTHER CUTTING OR PATCHING OF EXISTING CONSTRUCTION AS SHOWN ON THE DRAWINGS, OR REASONABLY INFERRED. 2. DEBRIS RESULTING FROM DEMOLITION AND CONSTRUCTION SHALL BE REMOVED ENTIRELY FROM THE CONSTRUCTION SITE ON A DAILY BASIS TO A WASTE AREA PROVIDED BY THE CONTRACTOR. 3. ALL SURFACES DISTURBED BY DEMOLITION, CUTTING, PATCHING OR IN ANY OTHER WAY BY THE CONTRACTOR SHALL BE RESTORED TO MATCH EXISTING ADJACENT SURFACES IN TEXTURE AND COLOR. PATCHES SHALL BE IMPERCEPTIBLE. K 2 3 4 5 6 el -ix desicori group AMERICAN INSTITUTE OF ARCHITECTS SYMBOLS LEGEND AND 7 FINISHES 8 RECEIVED 9 CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER 4. EXISTING WALLS TO REMAIN ARE TO BE PROTECTED IN A MANNER DETERMINED BY THE CONTRACTOR TO PROTECT THE SURFACE FINISHES. - REVIEWED FOR 5. WHEN DEMOLITION DRAWINGS ARE PROVIDED, THE CONTRACTOR SHALL LOCATE EX S��NG E COMPLIANCE WALLS MARKED TO REMAIN AND VERIFY THAT THE AS -BUILT LOCATION IS THE SAME AS APPROVED THE LOCATION FOR NEW CONSTRUCTION. ANY DISCREPANCIES BETWEEN AS -BUILT AN NEW WORK SHALL BE CALLED TO THE ATTENTION OF JENNY CRAIG BEFORE PROCEEDING ITH MAY 03 2019 WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH JENNY C 1G TO DETERMINE THE PROPER COURSE OF ACTION. City of Tukwila -CONTINUED ON SHEET A-2- BUILDING DIVISION H J K JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE 01.11.19 JOB NO. a 18-177 PERMIT PHASE 10 Al DRAWING NO. © Helix Design Group: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group Ap- 2 3 4 5 6 7 8 9 10 IMPORTANT 1 IMPORTANT ! IMPORTANT IMPORTANT 1 IMPORTANT I A B -CONTINUED FROM SHEET Al- 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE WHICH MAY OCCUR DURING DEMOLITION TO: "EXISTING TO REMAIN," EQUIPMENT, BUILDING FEATURES OR OTHER RELATED PROPERTY OF THE LANDLORD OR JENNY CRAIG. MECHANICAL- ,. ALL NEW MAIN DUCTWORK REQUIRED TO COMPLETE THE WORK SHALL BE GALVANIZED SHEET STEEL. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE SMACNA MANUAL FOR LOW VELOCITY DUCT SYSTEMS. SEAL ALL JOINTS BY TAPING WITH IDEAL TAPE COMPANY PEEL-N-STICK ALUMINUM TAPE. ALL FLEX DUCT SHALL BE WIREMOLD TYPE "W.K.' U.L. LISTED CLASS 1 AIR DUCT WITH I I/2" FIBERGLASS INSULATION WITH FOIL COVER. 2. ALL EXISTING AND NEW SUPPLY DUCTWORK SHALL BE INSULATED WITH OWENS-CORNING PINK FIBERGLASS DUCTWRAP WITH FOIL REINFORCED KRAFT VAPOR BARRIER TYPE FRK-25. TAPE ALL JOINTS WITH IDEAL TAPE COMPANY PEEL-N-STICK ALUMINUM TAPE. HOLD INSULATION IN PLACE WITH WIRE WRAPPING. PROVIDE VOLUME DAMPERS AT ALL BRANCHES. 3. ALL SUPPLY DIFFUSERS SHALL BE TITUS MODEL TMS WITH OPTIONAL DAMPER. ALL RETURN AIR GRILLES SHALL BE LAY -IN TYPE MODEL 33RL WITH OPTIONAL DAMPER WITH WHITE BAKED ENAMEL FINISH. 4. THE CONTRACTOR SI-IALL PROVIDE AND INSTALL A NEW THERMOSTAT, IF NEEDED, LOCATED IN FIELD BY MECHANICAL CONTRACTOR AS SHOWN ON THE PLAN. THE CONTRACTOR SHALL START UP AND TEST EQUIPMENT, INCLUDING NEW FILTERS AFTER COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY LOCATION, SIZE AND EXISTING DUCT WORK CONFIGURATION PRIOR TO SUBMITTING BID PROPOSAL AND SHALL INCLUDE ALL NECESSARY WORK AND INSTALLATION OF ANY NEW DUCT WORK. 5. THE HVAC SYSTEM DESIGN SHALL BE BASED ON PROVIDING (I) TON HVAC PER 400 SQ. FT. HVAC. SYSTEM SHALL HAVE FILTER SIZING RELATIVE TO UNIT SIZE. 6. ALL DOORS TO BE UNDERCUT 1" FOR AIR CONDITIONING RETURN. 7. CONTRACTOR SHALL SUPPLY AND INSTALL ONE (I) FOUR TON ROOF TOP AC UNIT WITH REGULAR THERMOSTAT AND LOW AMBIENT KIT INSTALLED TO SERVICE FOOD ROOM ONLY. ROOF PENETRATION TO BE COORDINATED WITH LANDLORD. THIS IS TO BE INCLUDED IN BID. ELECTRICAL 1. THE CONTRACTOR SHALL DESIGN AND PROVIDE ALL NEW CIRCUITS FOR NEW LIGHTING, RECEPTACLES, DEDICATED OUTLETS AND WIRE TO EXISTING OR NEW PANELS. THE CONTRACTOR SHALL VERIFY EXISTING SERVICE SIZE AND SHALL REPORT THIS INFORMATION TO JENNY CRAIG. 2. MINIMUM REQUIRED SERVICE SIZE 15 200 AMP 120/208 VOLT I PHASE 4 WIRE. SHOULD EXISTING SERVICE DIFFER FROM ABOVE, THE CONTRACTOR SHALL PREPARE HIS BID PRICE TO INCREASE SERVICE SIZE AS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL PROVIDE ALL NEW BREAKERS AND WIRING AS REQUIRED FOR THE NEW WORK IF NOT EXISTING. PROVIDE A SEPARATE 20 AMP SIGN CIRCUIT WITH 7 DAY TIME CLOCK CONTROL. IF REQUIRED, THE CONTRACTOR SI-IALL PROVIDE FINAL CONNECTION TO SIGN (SUPPLIED BY OTHERS) FROM JUNCTION BOX. PROVIDE TIME CLOCK FOR 7-DAY OPERATION AND CONTROL OF SIGN. (VERIFY LOCATION AND EXTENT OF CIRCUIT TERMINATION AT NEW SIGN LOCATION IN FIELD). ONTACT OWNER TO VERIFY IF THERE WILL BE ADDITIONAL SIGNAGE. 4. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH GOVERNING ELECTRICAL CODE. ALL WIRING SHALL BE ENCASED IN METALLIC CONDUIT OR ARMORED CABLE, 5. ALL MATERIALS USED ABOVE THE SUSPENDED CEILING SHALL BE CERTIFIED BY ASTM E 84 FOR MAXIMUM 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT. 6. THE CONTRACTOR SHALL PROVIDE SEPARATE EMERGENCY LIGHTING AND EXIT SIGNS CIRCUIT, WITH LOCK ON BREAKER IF REQUIRED BY CODE. 7. THE CONTRACTOR SHALL WARRANTY THAT ALL FIXTURES SHALL BE EQUIPPED WITH ENERGY EFFICIENT LIGHT BULBS IF REQUIRED. 8. UNUSED. q. UNUSED. 10. UNUSED. II. TWO (2) OR MORE LIGHT SWITCHES IN THE SAME LOCATION SHALL BE GANGED TOGETHER WITH A SINGLE COVER PLATE. COVER PLATES SHALL BE WHITE. 12. LIGHT SWITCH COVER PLATES SHALL TYPICALLY BE LOCATED 6" FROM DOOR FRAME OR CORNER OF WALL AND 42' O.C. A.F.F. WALL MOUNTED RECEPTACLES AND TELEPHONE OUTLETS SHALL BE TYPICALLY MOUNTED VERTICALLY 18" O.C. A.F.F. UNLESS OTHERWISE NOTED. INSTALL PER LOCAL CODE. 13. SWITCHING INDICATED IN CONSTRUCTION DOCUMENTS SHOWS GENERAL. REQUIREMENTS. A FINAL SWITCHING LOCATION PLAN SI-IALL BE PREPARED BY TI-IE ELECTRICAL SUB -CONTRACTOR'S ENGINEER AND SUBMITTED TO JENNY CRAIG FOR APPROVAL, WHEN REQUIRED. 14. ANY PENETRATIONS THROUGH FIRE RATED PARTITIONS OR SLAB STRUCTURE SI-IALL BE FILLED WITH U.L. CLASSIFIED FIRE SAFING MATERIAL. 15. OUTLETS AND COVER PLATES TO BE WHITE, EXCEPT DEDICATED CIRCUIT OUTLETS SHALL HAVE ORANGE FACE WITH WHITE PLATE. 16. ELECTRICIAN TO PROVIDE ELECTRICAL HOOKUP TO AIRCONDITIONERS. 17. INSTALL QUICKTRONIC T-8 INSTANT START UNIVERSAL VOLTAGE BALLASTS. USE SYLVANIA SUBSTITUBE IPS LED T8 LAMPS. TELEPHONE BOARD 1. INSTALL 4'-0" H X 6'-0" W 3/4" PLYWOOD PHONE BOARD +54" AFF. PHONE BOARD MINIMUM SIZE MUST BE 4'-0" X 4'-0". 2. NOT USED. 3. INSTALL QUAD ELECTRICAL OUTLET AT +q2" O.C. (TO BE LOCATED IN THE CENTER OF THE PHONE CABINET) FLUSH TO THE FACE OF THE PHONE BOARD (NOT SURFACE MOUNTED). 4. SECURE PHONE BOARD TO STUDS. PLUMBING I. PROVIDE DISTRIBUTION SYSTEM FROM NEW CONNECTION TO THE EXISTING MAIN SYSTEM SHUT-OFF AND CHECK VALVES. 2. PROVIDE EACH FIXTURE IN THE WATER DISTRIBUTION SYSTEM WITH AIR CHAMBERS MADE FROM CAPPED VERTICAL PIPE EXTENSIONS OF SAME DIMENSION PIPE A MINIMUM OF 12" LONG. PROVIDE HYDROTROL ARRESTOR AS MANUFACTURED BY J.R. SMITH, OR AN APPROVED EQUAL, IN THE MAIN DISTRIBUTION SYSTEM. 3. PROVIDE SHUT-OFF VALVES TO ISOLATE SECTIONS OF HOT AND COLD WATER PIPING IN RISERS AT BRANCHES FROM THEIR SUPPLY MAINS. ALSO PROVIDE SHUT-OFF VALVES AT SUPPLIES TO INDIVIDUAL FIXTURES WHICH ARE NOT EQUIPPED WITH THEIR OWN SHUT-OFF VALVES. 4. ALL PLUMBING SUPPLY, DRAIN AND WASTE LINES SHALL NOT CROSS OVERHEAD OF ELECTRICAL PANELS. 5. PROVIDE 3/8" COPPER COLD WATER LINE WITH I/4" COUPLING SHUT OFF VALVE 24" A.F.F. FOR TENANT SUPPLIED WATER DISPENSER (NOT HI/LO FOUNTAIN), POINT -OF -USE 36"H x 13 1/4" W x I I" D. NO FLOOR DRAIN IS REQUIRED. SEE FLOOR PLAN LOCATION. IMPORTANT I E F 6. PROVIDE UTLITY SINK PER CODE WITH HOT AND COLD MIXING FAUCET WITH AN ATMOSPHERIC VACUUM BREAKER. PROVIDE WATER HEATER ABOVE SINK ON SHELF SECURED TO WALL AND SUPPORTED AS REQUIRED. SIZE WATER HEATER APPROPRIATELY TO SUPPLY HOT WATER TO SERVICE SINK AND REST ROOM LAVATORIES. DOORS AND HARDWARE 1. EXCEPT AS MAY BE SHOWN OTHERWISE ON TI-IE DRAWING, FABRICATE THE DOORS TO "SMOOTH, PAINT GRADE" STANDARDS. 2. FOR SOLID CORE DOORS PROVIDE CONSTRUCTION AS NEEDED TO ACCOMMODATE THE FINISHED HARDWARE. 3. FOR "PAINT GRADE" FINISH PROVIDE SMOOTH BIRCH OR BEECH FACES WITH NO VISIBLE GRAIN. 4. FIT DOORS FOR WIDTH BY PLANING AND FOR HEIGHT BY SAWING TO THE FOLLOWING CLEARANCES: BOTTOM: 1" CLEARANCE FOR INTERIOR DOORS MINIMUM. TOP: 1/8" CLEARANCE MAXIMUM. LOCK EDGE AND HINGE EDGE: BEVEL 1/8" IN 2" MAXIMUM. 5. INSTALL ALL FINISH HARDWARE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. REPLACE OR REPAIR AND REHANG ANY EXISTING DOORS WHICH ARE SHOWN ON THE DRAWINGS TO BE RETAINED AND ARE HINGE -BOUND, DAMAGED, OR DO NOT SWING OR OPERATE FREELY. 7. DOOR FRAMES SHALL BE TIMELY PREFINISHED METAL ADJUSTABLE FRAME, SEE DOOR SECTION, SHEET A -I FOR COLOR. 8. ALL DOORS RECEIVING PAINT SI-IALL BE FINISHED WITH TWO COATS OF SEMI -GLOSS ENAMEL ON PRIMER COAT AS RECOMMENDED BY MANUFACTURER. q. IF NOT EXISTING, AND UNLESS SPECIFIED OTHERWISE ON PLANS, REST ROOM DOORS SHALL HAVE SURFACE MOUNTED DOOR CLOSERS TO BE MANUFACTURED BY SARGENT AND COMPANY OR LCN. TYPE TO BE HYDRAULIC CLOSERS WITH NON-FERROUS COVER, HIGH STRENGTH CAST IRON CYLINDER HAVING FULL RACK AND PINION OPERATION, NONCRITICAL AND INDEPENDENT TAMPER -PROOF REGULATING SCREWS AND ADJUSTMENT OF LATCH SPEED FAN BACK -CHECK. ALL SURFACE CLOSERS SI-IALL BE THE PRODUCT OF ONE MANUFACTURER. PROVIDE MOUNTING PLATES AS REQUIRED, HEX NUTS AND BOLTS FOR APPLICATION TO HOLLOW METAL DOOR AND THROUGH BOLTS FOR APPLICATION OF WOOD DOORS. 10. ALL EXTERIOR DOOR BUTTS TO BE FITTED WITH NON -REMOVABLE PINS. WATER CLOSETS I. THE HEIGHT OF THE WATER CLOSET SHALL BE BETWEEN 17" AND Iq". (IF THE EXISTING FIXTURE IS LESS THAN 15" HIGH, A 3" SEAT SHALL BE PERMITTED). 2. THE CONTROL SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 3. THE CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE APPROACH SIDE OF THE TOILET AREA AND BE NO MORE THAN 44" ABOVE THE FLOOR. 4. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SI-IALL BE NO GREATER THAN 5 POUNDS OF FORCE. 5. PROVIDE ULTRA LOW FLUSH TOILETS IF REQUIRED. 6. PROVIDE OPEN FRONT TOILET SEAT. LAVATORIES 1. A MINIMUM OF 30' x 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF LAVATORY FOR FORWARD APPROACH. 2. THE CLEAR SPACE BENEATH LAVATORIES SHALL BE A MINIMUM OF 2q" HIGH X 30" WIDE X 8" DEEP AT THE TOP AND q" HIGH X 30" WIDE X 17" DEEP AT THE BOTTOM FROM THE FRONT OF THE FIXTURE. THE MAXIMUM HEIGHT OF THE COUNTER TOP SHALL BE 34'. 3. ALL HOT WATER AND DRAIN PIPES UNDER THE LAVATORY SHALL BE INSULATED. 4. THE FAUCET CONTROLS AND OPERATING MECHANISM SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND HAVE AN OPERATING FORCE NOT GREATER THAN 5 POUNDS. GRAB BARS I. GRAB BARS ARE TO BE LOCATED ON EACH SIDE OR ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED ACCESSIBLE TOILET STALL OR COMPARTMENT. THEY SHALL BE SECURELY ATTACHED 33" ABOVE THE FLOOR AND PARALLEL EXCEPT WHERE A TANK TYPE TOILET 15 USED WHICH OBSTRUCTS PLACEMENT AT 33", THE GRAB BAR MAY BE INSTALLED AS HIGH AS 36". 2. GRAB BARS AT THE SIDE SI-IALL BE LOCATED 15" TO 16 I/2' FROM THE CENTER LINE OF THE WATER CLOSET STOOL AND BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 24" IN FRONT OF THE STOOL. TOTAL LENGTH OF BARS AT THE BACK SHALL NOT BE LESS THAN 36". 3. THE DIAMETER OR WIDTH OF THE GRAB BAR GRIPPING SURFACE SHALL I I/4" TO 1 1/2' OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF MOUNTED ADJACENT TO A WALL THE SPACE BETWEEN THE WALL AND THE GRAB BAR SI-IALL BE 1 1/21 . TOILET ROOM ACCESSORIES I. WHERE TOWELS, SANITARY NAPKINS, WASTE DISPOSAL AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS WITHIN 40" OF THE FLOOR, MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40' ABOVE THE FLOOR. 2. INSTALL GOJO TFX I200ML AUTOMATIC LIQUID SOAP DISPENSER, NICKEL #4I-IGVq; ENMOTION AUTOMATED PAPER TOWEL DISPENSER, STAINLESS STEEL #2NY13; GEORGIA-PACIFIC COMPACT UNIVERSAL CORELESS SIDE BY SIDE DOUBLE ROLL TOILET TISSUE DISPENSER #?567g6A; TOUGH GUY TOILET SEAT PAPER COVER DISPENSER #IECK2; TOUGH GUY STAINLESS STEEL SANITARY NAPKIN RECEPTACLE, #IECKq; THE MIRROR; AND THE DOOR CLOSURE. TOILET ROOM ACCESSORIES TO BE PROVIDED BY AND INSTALLED BY CONTRACTOR. 3. TOILET TISSUE DISPENSER SHALL BE LOCATED ON THE WALL Iq" A.F.F. (O.C.) WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEAT. TOILET ROOM SIGNAGE 1. SIGNS INDICATING TOILET ROOM(S) ARE TO BE LOCATED ADJACENT TO THE DOOR, A MAXIMUM OF 8' FROM THE DOOR FRAME , ON THE STRIKESIDE (IF POSSIBLE) @ 60" A.F.F.. SIGN TO CONTAIN THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, ACCOMPANIED WITH GRADE 2 BRAILLE. REFER TO DETAIL 35 ON SHEET A-q. 2. ALL REST ROOMS TO BE UNISEX UNLESS OTHERWISE REQUIRED BY CODE. SCALE AREA INSTALL 18" LONG HAND RAIL AT A 45 DEGREE ANGLE, 40" A.F.F., 24" FROM WALL IN FRONT, MEASURED TO THE CENTER OF THE RAIL. INSTALL ON ONE SIDE OF SCALE AREA ONLY, AS INDICATED ON PLAN. USE APPROPRIATE BLOCKING TO SUPPORT WEIGHT,. G H CEILING 1. SUPPLY BATTERY PACK FOR EMERGENCY AND 24 HOUR LIGHTING AS INDICATED ON PLAN. APPROXIMATE NUMBER INDICATED. CONTRACTOR TO PROVIDE QUANTITY REQUIRED BY CODE. 2. SUPPLY SPRINKLER COVERAGE AS REQUIRED BY CODE WITH HEADS SEMI -RECESSED ON CEILING TILE. PROVIDE RECESSED HEAD WITH CHROME ESCUTCHEON AT DRYWALL CEILING, WHERE OCCURS. 3. PROVIDE BUILDING STANDARD LIFE SAFETY SPEAKERS AS REQUIRED BY CODE. EQUIPMENT I. FREEZERS TO BE SELF CONTAINED, DRAINAGE VIA EVAPORATOR DISSIPATER, NSF-UL APPROVED. 2. SHELVING TO BE COMMERCIAL GRADE, STEEL, VINYL COATED. J ROOM SCHEDULE ROOM/SPACE FLOOR BASE WALLS CEILING --. z CI J z • VINYL BASE -I RUBBER BASE-2 �e� z > z _ cv m 2X4 ACT SUST. GWB P-I z RECEPTION 0 0 ®® FOOD ROOM* 0 0 ® ® 0 CORRIDOR OFFICE MANAGER REST ROOM 0 0 0® ® 0 0 SCALE 0 JANITOR* *UNLESS SHEET VINYL 15 REQUIRED BY LOCAL CODE K REVIEWED FOR CODE COMPLIANCE APPROVED 1AY 03 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 19 2019 PERMIT CENTER 1 2 4 5 6 elix dc�sig n g rou p AMERICAN INSTITUTE OF ARCHITECTS JOB NOTES AND 7 SPECIFICATIONS 8 9 10 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE 01.11.19 JOB NO. a 18-177 PERMIT PHASE A2 DRAWING NO. A B E F G H K 0 Helix Design Group: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group J A 1 2 3 4 5 6 8 9 3 10 521 Ad' B Note: These are minimum accessibility guidelines. More stringent guidelines may be specified elsewhere in the plans. SPACE ALLOWANCES AND REACH RANGES Wheelchair Passage Width A. The minimum clear width for single wheel chair passage shall be 32' at a point and 36' continuously. Win For Wheelchair Passing A. The minimum clear width for two wheelchairs to pass is 60'. eize and Approach A. Minimum clear floor space For a wheelchair and occupant shall be 30' wide x 48" long. Clear floor space shall be centered on the element it serves. ACCESSIBLE ROUTE Laotian A. At least one accessible route shall be provided from public transportation stops, accessible parking and loading zones, and public streets or sidewalks to the accessible building entrance. HkIth A. The minimum clear width of ai accessible route shall be 36' except at doors. Passing Space A. If m accessible route is less than 60' in width, then passing spaces of at least 60'x60' shall be provided At 200' max. spacing. A. Accessible routes shall have 80" min. clear head room. elope A. Running slope shall not exceed 1:20. (if slope exceeds 1:20, refer to section 4.8) B. Cross slope shall not exceed 1:50. PROTRUDING OBJECTS General A. Objects projecting from walls (for example, telephones) with their leading edges between 27"-80' above the finished floor shall protrude no more than 4" into walks, hails, corridors, passageways, or aisles. Objects mounted with their leading edges at or below 27' above the finished floor may protrude any amount. Free-standing objects mounted on posts or pylons may overhang 12" maximum from 27"-80" dove the ground or finished floor. Protruding objects shall not reduce the clear width of m accessible route or maneuvering space. GROUND AND FLOOR SURFACES Changes in Level A. Changes in level up to 1/4" may be vertical and without edge treatment. B. Changes in level between 1/4" and 1/2' shall be beveled with a slope no greater thm 1:2. carpet A. Carpet provided on a floor surface shall be securely attached; have a firm pad or backing, or no pad; and have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Maximum pile thickness shall be I/2". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. ficcitinga A. gratings are located in walking surfaces or along rreeesible routes, then they shall have spaces no greater than I/2" wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the daminmt direction of travel. DETAIL 1.1 DETAIL 1.2 DETAIL 1.3 PARKING AND PASSENGER LOADING ZONES Parking Spaces A. Accessible pa -king shall be at least el6' wide. B. Parking access aisles shall be 60" wide. Von accessible access aisles shall be el6" wide. C. Surface slope shalt not exceed 1:50 in all directions. A. Characters and symbols on such signs shall be located 60" minimum above the ground. B. Siena! located within m accessible route shall be located 80' min. above the walking surface. Vertical Clearance A. Provide minimum vertical clearance of 114' at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. Passenger Loading Zone A. Passenger loading zones shall provide m access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull-up space, then a curb ramp complying with requirements below shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:50 in all directions. CURB RAMPS lope (Reference Detail 3.1) A. Slopes of curb ramps shall comply with requirements below. B. Maimum slues of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. Width (Reference Detail 3.1) A. The minimum width of a curb romp shall be 36', exclusive of flared sides. Sides OF Curb Ramps (Reference Detail 3.1) A. If a curb romp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10. Diagonal Curb Ramps A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges shall be pa aliel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48' minimum clear space. If diagonal curb romps cre provided at marked crossings, the 48' clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. A. My raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long between the curb ramps in the part of the island intersected by the crossings. A B 0 IF X 15 LESS THAN 48" THEN THE FLARED SIDES SHALL NOT EXCEED 1:12 ADJOINING SLOPE SHALL NOT EXCEED 1:20 FLARED SIDE RAMP & SIDE SHAL HAVE DETECTABLE WARNINGS AND CONTRASTING PAINT DETAIL 3.1 DOORS Double - Leaf Doorways A. Doorways with two independently operated leaves shall have at least one leaf that meets the clear width and maneuvering clearances receirenents. s shown below. Clear Width A. Doorways shall provide a clear opening of 32' minimum, with the door open 90 degrees. I. Clear opening shall be measured between the face of the door and stop. 2. Openings more than 24" in depth shall provide a clear opening of 36' min. Exception: doors not rewiring full user passage, such as shallow closets, shalt have a clear opening of 20" minimum. Maneuvering Clearances At Doors A. Provide level and clear maneuvering area at doors as follows: Front approach pull side - 18" min. beside strike edge (24' preferred). Front approach push side - 0" beside strike edge -12' if door has both a closer ad a latch. Hinge side approach pull side - 60" min. width; 36' min. beside strike edge. Hinge side weroach push side - 42' min. width. - 48" min. width if door has both a closer and latch. Latch side approach pull side - 48' min. width; 24' min. beside strike edge - 54" min. width if door has closer. Latch side approach push side - 42" min. width; 24' min. beside strike edge - 48" min. width iF door has closer. Thresholds At Doorways A. Maximum threshold height: I/2" (3/4' at exterior sliding doors). Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2. Door Hadware A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one had and does not recgwire tight gasping, tight pinching, or twisting of the wrist to operate. I. Lever -operated mechanisms, push -type mechanisms, and u-shaped handles are acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed ad usable from both sides. 3. Hadwae required for passage shall be mounted no higher than 48" above finished floor. Poor Closers A. If a door has a closer, then the sweep period of the closer shall be adjusted so that from en open position of 70', the door will take at least 3 seconds to move to a point 3" from the latch, measured to the leading edge of the door. Door Opening Force A. The maximum force for pushing or pulling open a door shalt be as: I. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged doors: no requirement. b. Interior hinged doors: 5.0 lief. c. Sliding or folding doors: 5.0 lbf. These forces do not apply to the force required to retract latch bolts or disengage other devices that may hold the door in a closed position. DRINKING FOUNTAINS Spout Height (Reference Detail 4.1) A. spouts shall be no higher than 36', measured from the floor or ground surface to the spout outlet. Spout Location A. Spouts shall be located at the front of the unit and shall direct the water flow in a trajectory that is parallel or nearly parallel to the front of the unit. I. The spout shall provide a flow of water at least 4" high. 2. If the fountain has a round or oval bowl, the spout must be positioned so the flow of water is within 3' of the front edge of the fountain. Controls A. Unit controls shall be front mounted or side mounted near the front edge. Clearances (Reference Detail 4.1) A. Wall and post mounted cantilever fountains shall have clear knee space as follows: I, Minimum 27" high (from apron bottom to floor) minimum 30' wide, 17' - Iq" deep, to the unit shall be provided. 2. A minimum 30" by 48" clear floor space allowing a forward approach. B. Free standing or built-in units not having a clear knee space shall have a minimum 30' by 48' clear floor space allowing a parallel approach to the unit. DETAIL 4.1 HATER CLOSETS DETAIL 4.2 DETAIL 4.3 Clear Floor Space A. Clear floor space for water closets not in stalls shall be provided as follows: Fred approach - 48' min. wide x 66' min. long. side approach - 56' min. to front of toilet x 48" min. wide. both approach - 60' min. wide x 56' min. long. Height (Reference Detail 5.1) A. The height to the top of the toilet seat shall be 17" - Iq" above floor. I. Seats shall not be sprung to return to a lifted position Grab Bars (Reference Details 5.1 and 5.2) A. For water closets not located in toilet stalls, the following grab bars shall be installed: I. Side wall: 42' long minimum, 12" from back wall. 2. Back wail: 36" long minimum, 12' minimum each side of water closet centerline. Refer to grab bars for size aid structural elements. Flush Controls (Reference Detail 5.2) A. Controls shall be 44" maximum above the finish floor. I. Controls for flush valves shall be mounted on the wide side of toilet areas. 2. Controls shall be hard operated or automatic. 3. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 4. The force rewired to activate controls shall be no greater than 5 lbf. Dispensers (Reference Detail 5.1) A. toilet paper dispensers shall be installed on the side wall, a minimum le" above the floor, and a maximum 36' from the rear wall. I. Dispensers that controi delivery ar do not permit continuous paper low shall not be used. C D E 42" MIN 42" DETAIL 5.1 w,14,1ear MIN,14 DETAIL 5.2 F TOILETS STALLS Where Applicable A. If toilet stalls are provided in a toilet room or bathroom, then at least one shall be a 'standard' accessible toilet stall (for wheelchair users) complying with this section. 8. If 6 or more toilet stalls are provided in a toilet room or bathroom in addition to the 'standard' accessible stall rewired; m additional 'alternate' accessible stall 36" wide (for ambulatory persons with disabilities) complying with this section shall be provided. C. Alterations/existing conditions: in alteration work, where provision of a 'standard' accessible stall is technically infeasible, or where plumbing code regirements prevent combining existing stalls to provide space, either 'alternate' stall (a or b) complying with this section may be provided in lieu of the stmckrd stall. Size and Arrangement (Reference Detail 5.3) A. Toilet stalls may be arranged to provide either a left ar a right horded approach. Accessible toilet stalls shall have the following dimensions: i. 'Stardad' accessible stall: 60' minimum width. 5e1" minimum depth, with floor mounted water closet. 56' minimum depth, with wall mounted water closet. door: outward swinging (if door swim into stall, depth shalt be increased by 36"). 2. 'Alternate Al accessible stall (required when more thm 6 stalls provided, permitted in lieu of standard stall in certain alterations): 36' minimum width. 6q' minimum depth, with floor mounted water closet. 66' minimum depth with wail mounted water closet. door: outward swinging. 3. 'Alternate 8' accessible stall (permitted in lieu of stmdard stall only in certain alterations): 48' minimum width. 54' minimum depth. door : outward swinging. Toe Clearances A. In 'stadad' accessible stalls, the front partition c d at least one side petition shall provide a toe clearance of at least q' move the floor. B. If the depth of the stall is greater than 60", the toe clearance is not required. Daori A. Toilet stall doors, including hardware, shall comply with the section on doors. B. If toilet stall approach is from the Latch side of the stall door, clearance between the door side of the stall end any obstruction shall be 42" minimum. (this is m exception from typical door maneuvering clearances) Grab Bars (Reference Details 51, 5.2, And 5.3) A. Grab bars shall be mounted at 33" - 36" above the floor. Refer to Grab Bar Section for size and structural requirements. DETAIL 5.3 URINALS Height (Reference Detail 6.1) A. Urinals shall be stall -type or wallhung with a tapered, elongated rim at 17' maximum above the Finished floor. The rim shall extend a minimum of 14" from the wall. Clear Floor Space (Reference Detail 6.2) A. A clear floor space 30" wide by 48' deep minimum shall be provided in front of urinal to allow frontal approach. I. This space shall adjoin or overlap m accessible route. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be provided with 2q" clearance between them. 3. Urinals installed in alcoves deeper than 24' require a maneuvering area of at least 36" minimum wide. Flush Controls (Reference Detail 6.1) A. controls shall be 44' maximum above the finished floor. 1. Controls shall be had operated or automatic. 2. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 3. The force required to activate controls shall be no greater than 5 lbf. DETAIL 6.1 48" MI O MJ DETAIL 6.2 LAVATORIES AND MIRRORS Height 4 Clearances (Reference Detail 7.1 And 7.2) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 18' minimum from the wall. 2. Clearance of 2e" minimum shall be provided from the finished flocs* to bottom of apron. 3. Knee clearance of 27" minimum shall extend 8" minimum under the edge of the lavatory. 4. Toe clearance of q" minimum shall be provided for the full depth of the lavatory. Exposed Pipes And Surfaces A. Not water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. 8. There shall be no sharp or abrasive surfaces under lavatories, Faucets A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 8. The force real,ired to activate controls shad be no greater than 5 lbf. C. Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self -closing valves cre used the faucet shail remain open for at least 10 seconds. Mirrors (Reference Detail 7.1) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum above the finished floor. E 1 F G TOILET ROOMS 1. A. All doors to accessible toilet rooms shall comply with Door Section. Doors shall not swing into clear floor space rewired for any fixture. Clear floor turning space may overlap door swings. Clear Floor Space A. The accessible fixtures and controls required shall be on an accessible route. An unobstructed turning space shall be provided within an accessible toilet room. The clear floor space at fixtures aid controls, the accessible route, and the turning space may overlap, however, the only turning space provided shall not be located within a stall. H Water Closets A. If toilet stalls are provided, then at least one shalt be a 'stardard' toilet stall; where 6 or more stalls are provided, at least one Mall 36' wide with an outward swinging, self -closing door and parallel grab bars shall be provided. B. Where a water closet is not within a water closet compartment, clear Floor space aroud the water closet shall be 60 inches (1524 ern) minimum measured perpendicular from the side wall closest to the water closet end 56 inches (1422 mm) minimum measured perpendicular from the rear wall. Urinals A. If urinals ore provided, then at least one shall comply with the section on urinals. Lavatories And Mirrors A. If lavatories and mirrors are provided, then at least one of each shall comply with the section en lavatories. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. Controls And Dispensers A. If controls, dispensers, receptacles, or other eceipment are provided then at least one of each shall be on m accessible route and shall comply with the section on Controls - (controls 4 operating mechanisms). SINKS Height (Reference Detail 7.1) A. Sinks shall be mounted with the rim or counter surface no higher than 34' dove the finished floor. Knee Clearance (Reference Detail 7.1) A. Knee clearance of 27' high minimum, 30' wide minimum, and le' deep minimum shall be provided underneath sinks. Rea A. Each sink shall be a maximum of 6-1/2' deep. exposed Pipes And Surfaces A. Not water and drain pipes under sinks shall be insulated or otherwise configured to protect against contact. B. There shalt be no sharp or abrasive surfaces under sinks. Faucets A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lbf. C. Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self -closing valves are used the faucet shall remain open for at least 10 seconds. 8" MIN. KNEE 6" MAX. TOE CLEARANCE " MI CLEARANCE DETAIL 7.1 DETAIL 7.2 STORAGE Depth (Reference Detail 8.1) A. Storage areas may be 36' in depth or less. If more than 36" in depth then area must allow 60' diameter of clear floor space for turning. Clear Floor Space: (Reference Detail 8.2) Height (Reference Detail 8.3 and 8.4) A. Where a forward reach is required, accessible storage spaces shall be 48" maximum and 15' minimum above the floor. If the forward reach is over m obstruction (with knee space twat to or greater than reach distance) 20"-25" deep, the maximum height shall be 44"; if the obstruction is less thin 20', maximum height shall be 48'. B. Where a side reach is provided, accessible storage spaces shall be 54" maximum and q' minimum above the floor. Macimum height shall be 46' for side reach over m obstruction 34' maximum high and 24" maximum deep. C. Clothes rods or shelves shall be a maximum 54" above floor where a side reach is required. D. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (as at closets with inaccessible doors) the following criteria shall be met: I. Shelves: reach: 21' maimum; height: 48' maximum, q' minimum. 2. Clothes rods: reach 21' maximum; height: 48' maximum. Hardware A. Hardware for accessible storage facilities shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate the hardware shall be no greater than 5 lbf. +ANY AMOUNt+ aI' rot DETAIL 8.3 60"-+ DETAIL 8.4 GRAB BARS Size And Spacing A. Diameter or width of gripping surface shall be I-I/4" to I-1/2", or the shoe shall provide m equivalent gripping surface. 1. The space between gob bars and adjacent walls shall be 1-1/2' structural Strength A. Grab bars and mounting devices shalt meet the following red uiremeints: I. Herding stress induced by maximum bending moment from application of 250 lbf shall be less timer allowable stress for material used. 2. Sheer stress induced by application of 250 lbf shall be less then allowable shear stress for material used. If connection between grab bar c d mounting bracket is considered to be fully restrained, then direct and torsional shear stresses shalt be totaled for the combined shear stress, which shall not exceed the allowable shear stress. G H t 3. Shear force induced in a fastener or mounting device from application of 250 lbf shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 4. Tensile force induced in a fastener by a direct tension force of 250 lbf plus the maximum moment fran the application of 250 ibf shall be less than the allowable withdrawal load between the fastener and the supporting structure. 5. Grab bars shall not rotate within their fittings. Eliminating Hazards A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. B. Edges shalt have a radius of 1/8" minimum. CONTROLS f OPERATING MECHANISM } eight (Reference Detail q.1) A. Front approach.._- 15" min. to 48" max. B. Side approach q" min. to 54" max., except per below. C. Electrical • communication system receptacles shall be mounted no less than 15" above the floor. ALARMS General A. When rewired, visual alarms shall be provided in each of the following areas, as a minimum: rest roans and my other general usage areas (e.g., meeting rooms), hallways, lobbies, c d any other area for common use. Audible Alarms A. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least 15 dba or exceeds any m admum sound level with a duration of 60 seconds by 5 dba, whichever is louder. 5. Sound levels for alarm signals shall not exceed 120 dba. Visual Alarms A. visual alam signal appliances shall be integrated into the building or facility alarm system. If single station audible alarms are provided then a single station visual alarm signals shall be provided. Visual alarm appliances shall have the following features: I. The lamp shall be a xenon strobe type or equivalent. 2. The color shall be clear or nominal white (Le. unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two -tenths of one second with a maximum duty cycle of 40%. (the pulse duration is defined as the time interval between initial and final points of 10% of mac signal) 4. The intensity shalt be a minimum of 75 cadela, 5. The flash rate shall be a minimum of I hz ad a maximum of 3 hz. 6. The appliance shalt be placed 80" above the highest floor level within the space or 6' below the ceiling, whichever is tower. 7. In general, no place in my room or space shell be more than 50' from the sign al (measured in a horizontal plane). a. In large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be pieced around the perimeter, spaced a maximum 100 apart, in lieu of suspending appliances from the ceiling. 8. No place in common corridors or hallways shall be may than 50' from the signal. SIGNAGE Where Applicable A. Signs which designate permanent rooms and spaces shall comply with the recpirements listed below for: 1. Raised and braille characters, ad pictogram. 2. Finish and contrast mounting location and height. Where Applicable A. Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for: 1. Character proportion. 2. Finish and contrast Exception: building directories, menus, and all other signs which cre temporary are not required to comply. Where Applicable A. Element and spaces of accessible facilities which shalt be identified by the international symbol of accessibility are: 1. Parking spaces designated as reserved for persons with disabilities. 2. Accessible passenger loading zones. 3 Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not all are accessible. Character Proportion (Reference Detail el.3) A. letters and numbers on signs shall have a width -to -height ratio between 3:5 and 1:1, and a stroke -width -to -height ratio between 1:5 and 1:10. International symbol of accessibility DETAIL 9.2 Men • • • 0 • • O 0 0 • 0 • • 0 0 0 • 0 Letter 4 numbers on signs shall have a width to height ratio of between 3:5 $ and a stroke - width to height ratio between 1:5 4 1:10. Letters c d numbers shall be raised 1/32', upper case, sans serif or simple serif. Type and shall be accompanied with grade 2 braille, raised characters shall be at least 5/8' high, but no higher than 2'. DETAIL. 9,3 LIGHT SWITCHES, THERMOSTATS, ETC. DETAIL q.1 SEATING AND TABLES ia9. A. If seating spaces for people in wheelchairs are provided at fixed tables or counters, PERMIT CENTER clear floor space of 30' x 48' shall be provided. Floor space shall not overlap required knee space by more than Iq". CONVENIENCE OUTLETS, DATA, TELEPHONE, ETC. Knee space A. If seating for people in wheelchairs is provided at fixed at least 27" high, 30" wide and lee deep shall be provi Height of Tobias Or Counter A. The tops of accessible tables ad counters shall be 28' above the finished floor. J tables or counters, knee space ded, minimum, and 34" mac - REVIEWED FOR CODE COMPLIANCE rnum, APPROVED MAY 03 2019 City cIfTukwila BUILDING DIVISION K RECEIVED CITY OF TUKWILA 1 2 4 5 6 8 9 0 elix desigrti group AMERICAN INSTITUTE OF ARCHITECTS ACCESSIBILITY STANDARDS JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE APR 19 2019 DATE 01.11.19 JOB NO. a 18-177 PERMIT PHASE 10 A3 DRAWING NO. © Helix Design Group: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 7 8 A B NEW RESTROOM PLUMBING FIXTURES AND ACCESSO PLUMBING FIXTURE SECT Al AND GRAB BAR AND ACCESSEORIES SECTION, B C SERVICE SINK 1 21" E 1 211 F G H • ION, SHEET SHEET A2 I ,l�k�_ I . 1 o I C a Io 1 1 I _- o o;� to 0 0 ^` I 'r 4 ✓ I I (I OFFICE - 4 I I OFFICE - 5 I I OFFICE - 2 I I OFFICE - I I SCALE fiX15IfNid RESTR � MANAGER COOLER III4001 JANITOR --11 -. /11 I_` 300 / 6 6 6 J 1 18 36 6 _ PREFABRICATED \ / 3'_2i" Aq I I I I I ( .' I I I I I I 11: PANELS NSTALLED BY OTHERS AS �� D d/ IL= , „ ,� �� �, 11 / r = = — = — = — C — 20 +� /czNEW — — ,'_ — — INTERIOR WOOD DOORS. SEE o ' 30 DOOR SECTION, SHEET Al AND NEW INTERIOR WOOD DOORS, SEE v Aq DOOR HARD RE SHEET A2 RECEPTION `^ = nc 6 DOOR SECTION, SHEET Al AND 1 0 T O 100 .. DOOR HARDWARE SHEET A2 1 t 7 1 n 6 -0 1 u 4 -0 CLOSE OFF DOOR CLEAR �► AFTER INSTALLING tiIIiT1 � AND TELEPHONE/COMPUTER WIRING -�' I � SEE ELECTRICAL FOOD ROOM 501' F ,• i'� i W SECTION, SHEET Al AND A2 FOR ELECTRICAL 200 -- 10 G �� RECEPTACLE, DATA, TELEPHONE REQUIREMENTS. D D o D D D SEE NOTE 34 ON SHEET A-1 t DETAIL 34 ON G 3gc\' X PP W o SHEET A-q I7'-Ii" 271-11i" // 81_6" / 21-qt1 LOCATE ALL RECEPTION DESK OUTLETS WITHIN THIS 2'-q" / 121-6" / FLOOR PLAN SCALE: I/4"=1'-0" I I I E F G KEY 1 J ROLLER SHADES AT STOREFRONT WINDOWS. PROVIDED BY OWNER. OUTSIDE NUMBERS REFERS TO THE ELEVATION NUMBER INSIDE NUMBER REFERS TO WHICH PAGE THE ELEVATION 15 ON H NORTH 01 11 4' 2' SCALE I/4" = 1'-0" 8' K REVIEWED FOR CODE COMPLIANCE . APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 19 2019 PERMIT CENTER K 1 2 3 5 6 eu.x ci n row p AMERICAN INSTITUTE OF ARCHITECTS 7 FLOOR PLAN 8 9 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 01.11.19 a18-177 PERMIT PHASE 10 A4 DRAWING NO. © Helix Design Group: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 4 5 6 7 A B E F G H 0.\ O.,• fi li %� I I I / / I I •/ I I I I I --i' I I, ,' I I I I , -' / i • �%` 1 1 400 300 r,' I CWB I / j 8 -O' nOWB• 8 -O" I I / % I '_� j --- - I / I ' 01. 1 I ti C- C _. r —■. 1 7.‘r 1 100 I 21x4' AST • • • t..........s....ss.....................: . I I %.„..............................- . 0 X • • • `.� 21x4' ACT VINYL) U REFLECTED CEILINGPLAN SCALE: I/4'=i'-0" NOTE: IF REQUIRED BY CODE, ALL 2' X 4' LAY IN LIGHT FIXTURES ARE SPLIT, HAVING TWO SWITCHES: ONE FOR THE EXTERIOR TWO LAMPS, ONE FOR THE INTERIOR TWO LAMPS. FOR SUPPLY/RETURN AIR DUCTS AND DIFFUSERS, SEE I-IVAC SECTION, SHEET Al AND MECHANICAL SECTION, SHEET A2 FOR LIGHTING REQUIREMENTS, SEE LIGHTING SECTION, SHEET Al ALL CEILING GRID AND CEILING TILE, SEE CEILING SECTION, SHEET Al NORTH 0I 1' 4' 2' SCALE 1/4' = 1'-0" 8' J K REVIEWED FOR CODE COMPLIANCE .APPROVED MAY 032019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER 2 3 4 5 6 • eu.x design group AMERICAN INSTITUTE OF ARCHITECTS REFLECTED 7 CEILING PLAN 8 9 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 01.11.19 a18-177 PERMIT PHASE 10 A5 DRAWING NO. © Helix Design Group: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group A B E F G H J K 2 3 5 6 7 8 A B C D E F L / JANITOR 1300 I yy/ / P II D Po II��� N / \ I a A —7 /I x K I .. I \ I I L• J n `D/1 o— x I K I•• I / \ I ` J _ — 1-� H I.1 H H H H FOOD ROOM 200 rr r-1 I••I 5 RECEPTION 100 Q B FURNITURE PLAN SCALE: I/4'=1'-0" FINISHES PLAN SCALE: I/4'=1'-0" C it a ii u u ii I-1 N fi — 1-1 c ==1J. . = _ = ii. _ = 4. = Ji II it II ii ii 1 1 E ACCENT WALL PAINT FLAT PANEL TV F G H H J 1 K A - TASK CI -IA I R B - LITERATURE ORGANIZER C - SIDE CHAIR D - FILE PEDESTAL E - WATER COOLER F - LOBBY CHAIR G - 84" HIGH REACH -IN FREEZER H METAL SHELVES I - NOT USED J - NOT USED K - DESKS L - NOT USED M - SOFA N - FOOD ROOM FILES O - LOCKING EQUIPMENT CABINET P - SCALE Q - TV R - NOT USED 5 - RECEPTION DESK NORTH OI MEN ■■■■ ■UU■ ■ UNI I' 4' 2' 8' SCALE 1/4' = I'-0" FLOOR COVERI \G <EY VCT (UNLESS SHEET VINYL 15 REQUIRED BY CODE) TILE (UNLESS SHEET VINYL 15 REQUIRED BY CODE) WOOD (VINYL) NOTE: FOR ALL FLOOR COVERING SPECS, SEE FLOOR COVERING SECTION, SHEET Al. FOR WALL PAINT/FINISHES, SEE WALL FINISHES SECTION, SHEET Al. 2' SCALE I/4' = 1'-0" J REVIEWED FOR CODE COMPLIANCE APPROVED MAY 032019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER 2 elix d�sig n g rou p AMERICAN INSTITUTE OF ARCHITECTS FURNITURE AND 7 FINISHES PLAN 8 9 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 01.11.19 a18-177 PERMIT PHASE 10 A6 DRAWING NO. © Helix Design Group: All rights reserved. No port of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 5 6 7 8 B OFFICE (TYP.) SCALE: I/2"=I'-011 C D 0 CENTER FRAMES ON WALL VERIFY IE-0I PICTURE FRAMES E 1 F OUTLETS PER PLAN COLOR PRINTER G METAL LATERAL FILES (NIC) ALL SHELVES TO BE ADJUSTABLE FOOD ROOM STORAGE SCALE: I/2"=1'-0" 1E-01 6'-3* 0 i M 46" TV TV / STORAGE ELEVATION SCALE:1/2"=I'-0" IE-0I K REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION RECEIVED art OF TUKWILA APR 19 2019 PERMIT CENTER 2 3 4 5 6 7 8 9 etix d�sigrti group AMERICAN INSTITUTE OF ARCHITECTS ELEVATIONS JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 01.11.19 a18-177 PERMIT PHASE 10 A7 DRAWING NO. A B C E G H K © Helix Design Group: All rights reserved. No port of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 5 7 8 a 9 cs Io go- ,2 o_ 5 OC § 10 cr o � w li A B TILE LINE TOILET ELEVATION SCALE: I/2"=I'-0" 18"x36" MIRROR - C `\ // / / / // / / / / / 7'-100" ENTERED OVER SINK TOILET ELEVATION SCALE: I/2"=I'-0" B WI 1 N 14 I 18" MIN. M 42" MIN. 36" MIN. 6 60" MIN. 18" 7'-10'1" E F G TILE LINE H 1 J 1 K TOILET ELEVATION 8'-5" • a Q1 N SCALE: I/2"=I'-0" ENMOTION TOWEL DISPENSER ENMOTION SOAP DISPENSER 2 3 4 5 TILE LINE 6 TOILET SEAT COVER DISPENSER 36" LONG GRAB BAR M / INSULATE OR CONFIGURE WATER AND DRAIN PIPES TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP '- OR ABRASIVE SURFACES UNDER THE SINK. o E F TILE LINE VERTICAL GRAB BAR 42" LONG GRAB BAR 39" - 41" COMPACT DOUBLE ROLL TISSUE DISPENSER SANITARY NAPKIN RECEPTACLE TOILET ELEVATION • 4" MIN. 2" MAX L \ 42" MIN. 1. V a 0) o I 8'-5" c0 M a a SCALE: I/2"=1'-01 G H J REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER K elix design group AMERICAN INSTITUTE OF ARCHITECTS RESTROOM ELEVATIONS 7 8 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 01.11.19 a18-177 PERMIT PHASE 10 A8 DRAWING NO. © Helix Design Group: All rights reserved. No port of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group 1 2 3 4 5 6 7 8 9 A c 0 cn Men B POOR ELEVATION ACCESSIBLE DOOR SIGNAGE SCALE: N.T.5 It II • C RECEPTION DESK OUTLET GROUPING SCALE: N.T.S CAT 5 GAT 5 io MANAGER'S OFFICE TELEPHONE JACK SCALE: N,T.S. A B C D ADJACENT TO DOOR CAT 5 WHITE BLUE CAT 5 BLUE E TYPICAL TELEPHONE JACK SCALE: N.T.S D E G LETTER * NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 * 1:1 AND A STROKE - WIDTH TO HEIGHT RATIO BETWEEN 1:5 4 1:10, LETTERS AND NUMBERS SHALL BE RAISED I/32", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2". SIGNS TO BE LOCATED 60" A.F.F. TO CENTERLINE OF SIGN; 8" MAX. FROM THE STRIKE SIDE OF THE DOOR FRAME, CLEAR OF DOOR SWING. CAT 5 CAT 5 FRONT DESK TELEPONE JACKS SCALE: N.T.S. F G H H EXISTING STRUCTURE J •0 4.0%, 0% • „••• itt e't 4 • • • •` . • • • 0 • USE RAMSET PIN #1508, ICC# ESR-17'i , 0.13q" DIA. X 1" LONG, POWER DRIVEN PINS WITH 3/4' EMBED @ 36" O.C. PARTITION DETAIL SCALE: 3"=1'-0' EXISTING STRUCTURE // / / / // / / / / IIIIII111111I1111 III.!111f IIIII MI111111111111111 K SHOT PINS I.C.B.O. #I63q 3 5/8" 25 GA. METAL STUD BRACING @ I0'-0" O.C. OR AS REQ'D BY WALL CONFIGURATION #8 SHEET METAL SCREWS SUSPENDED ACOUSTICAL CEILING 3 5/8' 25 GAUGE METAL STUDS @ 10 O.C. WITH 5/8' TYPE "X" GYP. BD. EACH SIDE, ATTACHMENT PER IBC TABLE 2507.2 RAMSET PIN #1508 ICC# ESR-17gq CONTINUOUS SEALANT EACH SIDE @ FLOOR SLAB NOTE: ALL METAL STUD FRAMING TO BE PER ANGELES METAL SYSTEM SPEC I.C.B.O. #17I5 SEPT. 413 OR APPROVED EQUAL SHOT PINS I.C.B.O. #163q 3 5/8' 25 GA. METAL STUD BRACING @ 10'-0' O.C. OR AS REQ'D BY WALL CONFIGURATION SUSPENDED ACOUSTICAL CEILING #8 SHEET METAL SCREWS •- • •. • • e . • , •-`•• • • • 0 • USE RAMSET PIN #1508, ICC# ESR-179% 0.139" DIA. X 1" LONG, POWER DRIVEN PINS WITH 3/4" EMBED @ 36' D.C. PARTITION DETAIL SCALE: 3"=1'-0" J 3 5/8' 25 GAUGE METAL STUDS @ 16" O.C. WITH 5/8" TYPE "X" GYP. BD. EACH SIDE, ATTACHMENT PER IBC TABLE 2507.2 MSET PIN #1508 ICC# ESR-17gq CONTINUOUS SEALANT EA SIDE @ FLOOR SLAB 2 3 4 5 6 design group AMERICAN INSTITUTE OF ARCHITECTS SECTIONS AND 7 DETAILS 8 NOTE: ALL METAL STUD FRAMING TO BE PER ANGELES METAL SYSTEM SPEC I.C.B.O. #17I5 SEPT OR APPROVED EQUAL H REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 9 City of Tukwila !WILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER K JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE 01.11.19 JOB NO. a18-177 PERMIT PHASE 10 A9 DRAWING NO. © Helix Design Group: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group e" \coi- o 1 2 3 4 5 6 7 8 A B B RECEPTION DESK SCALE: N.T.5 E F F G G a o --1146 0 I 00 In H J RESTROOM TILE SCALE: N.T.5 H J P3 WT-I WT-2 COVED SHAPED EDGING T K crnr OF TUKWILA APR 1 9 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 CO of Tukwila BUILDING DIVISION 1 2 3 4 5 6 7 8 9 elix dr rou p AMERICAN INSTITUTE OF ARCHITECTS DETAILS JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 01.11.19 a18-177 PERMIT PHASE A10 DRAWING NO. © Helix Design Group: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group a) 0 cn 0 0) co c ca co ni w �-c W i H L. 0 I I to r I r-rn I 0 a0O s W 0 0 CY; co 0 oQ cVch-5 cb 0 1- oa,o o0m LJ- �a OJ J _ aw 1 2 3 4 5 6 7 8 9 10 A A B C D MECHANICAL DEMOLITION NOTES 1. DEMOLITION DRAWINGS ARE INTENDED TO ONLY GIVE A GENERAL REPRESENTATION OF THE DEMOLITION INVOLVED, AND DO NOT CONSTITUTE A FULL LISTING OF ALL ITEMS REQUIRING REMOVAL. SEE THESE GENERAL NOTES FOR REQUIREMENTS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW SITE CONDITIONS AND TO IDENTIFY ALL DEMOLITION WORK, AND INCLUDE IN HIS BID ALL COSTS FOR DEMOLITION & DISPOSAL. 3. ABANDONED ITEMS, ANCHORS, INSERTS, PIPE STUBS, AND OTHER PROJECTIONS NOT BEING CONCEALED BY NEW CONSTRUCTION SHALL BE REMOVED TO 1" BELOW THE ADJACENT FINISHED SURFACE, AND THE DISTURBED AREA PATCHED. 4. PATCH ALL WALUFLOOR/CEILING OPENINGS LEFT BY REMOVAL OF EXISTING ITEMS. PATCH SO AS TO MATCH FINISH OF ADJACENT UNDISTURBED AREA. 5. REFERENCE ARCHITECTURAL DRAWINGS FOR WHERE CEILING/WALL AND OTHER GENERAL DEMOLITION WORK IS BEING DONE. ENERGY CODE NOTES 1. EQUIPMENT HAS BEEN SELECTED PER WSEC REQUIREMENTS. ROOFTOP HEAT PUMP IS EXISTING. 2. VENTILATION AND THE ABILITY TO REDUCE OUTSIDE AIR TO IMC MINIMUMS SHALL BE PROVIDED PER WSEC. 3. TEMPERATURE CONTROL SYSTEM SHALL HAVE A MINIMUM DEAD BAND OF 5 DEGREES AS REQUIRED BY WSEC. 5. AUTOMATIC SETBACK AND SHUTDOWN, C403.2.4.2/C403.2.4.2.1/C403.2.4.2.2: HVAC SYSTEMS SHALL BE EQUIPPED WITH AUTOMATIC CONTROLS CAPABLE OF STARTING AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES, AND SHALL HAVE MANUAL OVERRIDE CONFIGURED TO OPERATE THE SYSTEM FOR 2 HOURS. 6. AUTOMATIC START, C403.2.4.2.3: AUTOMATIC START CONTROLS SHALL BE PROVIDED FOR EACH HVAC SYSTEM, AND BE CAPABLE OF AUTOMATICALLY ADJUSTING DAILY START TIME IN ORDER TO BRING EACH SPACE TO THE DESIRED OCCUPIED TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY. 7. OUTDOOR AIR DAMPERS, C403.2.4.3: OUTSIDE AIR INTAKE DAMPERS SHALL AUTOMATICALLY CLOSE WHEN SYSTEM OR SPACES SERVED ARE NOT IN USE OR DURING WARM-UP AND SET BACK. 8. OUTSIDE AIR INTAKES, EXHAUST OUTLETS, AND RELIEF OUTLETS SHALL BE PROVIDED WITH DAMPERS THAT COMPLY WITH WSEC. DAMPER SHALL AUTOMATICALLY CLOSE WHEN SYSTEM OR SPACES SERVED ARE NOT IN USE OR DURING WARM-UP, COOLDOWN, AND SET BACK. DAMPER MAXIMUM LEAKAGE RATE SHALL NOT EXCEED MAXIMUM ALLOWED BY WSEC 9. OUTSIDE AIR INTAKES, EXHAUST OUTLETS, AND RELIEF OUTLETS SHALL BE PROVIDED WITH DAMPERS THAT COMPLY WITH WSEC. DAMPER SHALL AUTOMATICALLY CLOSE WHEN SYSTEM OR SPACES SERVED ARE NOT IN USE OR DURING WARM-UP, COOLDOWN, AND SET BACK. DAMPER MAXIMUM LEAKAGE RATE SHALL NOT EXCEED MAXIMUM ALLOWED BY WSEC. 10. ALL DUCTWORK SHALL BE CONSTRUCTED AND SEALED IN ACCORDANCE WITH IMC. WSEC AND IBC REQUIREMENTS. 11. DUCTWORK SHALL BE INSULATED TO THE APPROPRIATED R-VALUE AS REQUIRED BY WSEC. 12. ECONOMIZER CONTROLS SHALL BE SUCH THAT ECONOMIZER OPERATION DOES NOT INCREASE BUILDING HEATING ENERGY DURING NORMAL OPERATIONS PER WSEC, AND SHALL BE INTEGRATED WITH MECHANICAL COOLING SYSTEM AND BE CAPABLE OF PROVIDING PARTIAL COOLING PER WSEC. 13. AIR SYSTEMS SHALL BE BALANCED AS REQUIRED BY THE WSEC. 14. PIPING SHALL BE INSULATED AS REQUIRED BY WSEC. INSULATION THICKNESS FLUID OPERATING NOMINAL PIPE SIZE TEMPERATURE <1 1 TO <1-1/2 1-1/2 TO <4 105-140 (HW) 1.0 1.0 1.5 ALL CW 0.5" 0.5" 0.5" 15. PROVIDE COMMISSIONING PLAN & REPORT REQUIREMENTS FOR PRELIMINARY AND FINAL COMMISSIONING PER WSEC. PROVIDE SEQUENCE OF OPERATIONS AND TEST PROCEDURES PER WSEC AND SUBMIT COMPLIANCE CHECKLIST. 16. THESE "ENERGY CODE NOTES" ARE LISTED TO SATISFY THE BUILDING DEPARTMENT'S REQUIREMENT THAT CERTAIN INFORMATION BE PLACED ON THE PLANS, BUT DO NOT DIMINISH THE FULL PROJECT REQUIREMENTS. PROVIDE ITEMS IN EXCESS OF CODE WHERE NOTED ON DRAWINGS AND IN SPECIFICATIONS. B C D E F MECHANICAL GENERAL NOTES 1. MECHANICAL WORK IS NOT LIMITED TO MECHANICAL DRAWINGS. THERE IS ADDITIONAL MECHANICAL WORK INDICATED ON OTHER DRAWINGS. CONTRACTOR SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL MECHANICAL WORK. 2. ALL ITEMS ARE NEW UNLESS SPECIFICALLY NOTED AS EXISTING. 3. FIXTURE LOCATIONS: VERIFY LOCATION OF PLUMBING FIXTURES WITH ARCHITECTURAL DRAWINGS BEFORE BEGINNING WORK. ARCHITECTURAL DRAWINGS GOVERN. 4. CLEANOUTS: PROVIDE CLEANOUTS AS REQUIRED BY CODE AND AS INDICATED. 5. PIPE ROUTING: ALL PIPING SHOWN IS SCHEMATIC, CONTRACTOR SHALL PROVIDE ALL OFFSETS/ELBOWS AS REQ'D TO ALLOW ROUTING AROUND STRUCTURE, ELECTRICAL, & OTHER INTERFERENCES. ALL PIPING SHALL BE RUN CONCEALED, UNO. 6. PIPE SIZES: UNSIZED PLUMBING PIPING SHALL MATCH THE SIZE OF THE LARGEST ADJACENT CONNECTING PIPE SIZE SHOWN, WHERE THE ADJACENT PIPE IS NOT SHOWN (OR NOT CLEAR), THE PIPE SIZE SHALL BE BASED ON THE GPM FLOWING IN THE PIPE (USE FIXTURE UNITS AND CORRESPONDING GPM PER THE UPC FOR DOMESTIC WATER SYSTEMS, USE WASTE FIXTURE UNITS & UPC TABLES FOR WASTENENT SYSTEM), AND A VELOCITY NO GREATER THAN 4 FEET PER SECOND. USE UPC CURVES FOR GPMNELOCITY FOR APPROPRIATE PIPING MATERIAL INVOLVED. 7. ALL DUCTWORK SHOWN IS SCHEMATIC, CONTRACTOR SHALL PROVIDE ALL OFFSETS/ELBOWS AS REQ'D TO ALLOW ROUTING AROUND STRUCTURE, ELECTRICAL, & OTHER INTERFERENCES. 8. VERIFY LOCATIONS OF ITEMS INSTALLED IN CEILINGS WITH ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO BEGINNING WORK. NOTIFY ARCHITECT/ENGINEER OF DISCREPANCIES. 9. SHIFT AIR INLETS/OUTLETS FROM LOCATIONS SHOWN AS REQ'D TO AVOID CONFLICTS W/STRUCTURE & OTHER ITEMS. SUCH SHIFTS SHALL MAINTAIN SYMMETRY OF AIR TERMINALS & SHALL HAVE PRIOR APPROVAL OF ARCHITECT/ENGINEER. 10. ALL DUCTWORK SHALL BE RUN CONCEALED, UNO. 11. BUILDING FEATURES AND PIPING AND DUCT LOCATIONS & SIZES SHOWN ON PLANS ARE APPROXIMATE & ARE BASED ON AS -BUILT DATA PROVIDED BY THE OWNER, A COMPLETE REVIEW IS REQUIRED TO BE MADE BY THE CONTRACTOR. VERIFY SIZES PRIOR TO BIDDING AND BEGINNING WORK. 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING EQUIPMENT, PIPING, WALLS, SUPPORTS, DUCTWORK, ELECTRICAL AND RELATED BUILDING FEATURES AND RELOCATE/REVISE SUCH EXISTING ITEMS AS NECESSARY TO ALLOW FOR THE WORK INDICATED. 13. PROVIDE PIPING TRANSITIONS AS NECESSARY TO CONNECT TO EXISTING SYSTEMS. SUCH SYSTEMS SHALL BE FIELD REVIEWED FOR SIZE, DIRECTION OF FLOW, LOCATION AND TYPE PRIOR TO ORDERING/FABRICATING SUCH TRANSITIONS BECAUSE OWNER PROVIDED AS -BUILT DRAWINGS THAT SHOW SUCH INFORMATION ARE CONSIDERED APPROXIMATE. CONTRACTOR SHALL ASSUME IN HIS BID ONE TRANSITION FOR EACH CONNECTION TO EXISTING SYSTEMS. PIPING CONNECTIONS ON EXISTING ITEMS MAY BE ONE PIPE SIZE SMALLER OR LARGER THAN SHOWN. MECHANICAL PRODUCTS 1. SUBMITTALS: PROVIDE SUBMITTALS FOR ARCHITECT/ENGINEER'S REVIEW PRIOR TO ORDERING MATERIALS. 2. WORKMANSHIP: ALL WORK SHALL COMPLY WITH CODE AND BEST CONSTRUCTION PRACTICES. CONFIRM EXISTING MATERIALS AND PROVIDE SUITABLE MATERIALS AND TRANSITIONS TO ALLOW NEW TO PROPERLY MATCH UP TO EXISTING. 3. COORDINATION: COORDINATE WORK WITH OTHER TRADES REGARDING ALL ASPECTS OF THE WORK. 4. PLUMBING PIPING - DOMESTIC WATER: TYPE L COPPER, WITH JOINT TYPE AS ALLOWED BY CODE (I.E. SOLDERED OR PRESS -FIT) OR PEX (AS ALLOWED BY CODE). PROVIDE PRESSURE TESTS AND SYSTEM CLEANING/DISINFECTION PER CODE. 5. PLUMBING PIPING WASTENENT: MATERIALS AS ALLOWED BY CODE. PROVIDE PRESSURE TESTS AND SYSTEM CLEANING PER CODE. 6. PLUMBING PIPING INSULATION: AS REQUIRED BY THE WSEC BUT NO LESS THAN 1/2-INCH THICK. INSULATION SHALL BE THE FIBERGLASS OR ELASTOMERIC TYPE WITH MAXIMUM CONDUCTIVITY OF 0.28 BTU/SF-IN-DEG F, WITH WHITE KRAFT ALL -SERVICE JACKETS. SEAL ALL RAW EDGES OF INSULATION WITH INSULATION CEMENT/MASTIC. PROVIDE P-TRAP & STOP VALVE INSULATION AT ADA LAV'S. 7. DUCTWORK: GALVANIZED STEEL, G90, LOCK FORMING QUALITY, FABRICATED AND INSTALLED PER SMACNA STANDARDS. SUPPORT PER SMACNA, MINIMUM 6 FOOT ON CENTER. CONSTRUCT TO 1" PRESSURE CLASS. 8. FLEXIBLE DUCTWORK: INSULATED TYPE WITH INNER LINER, STEEL HELIX, MINIMUM R-4 INSULATION AND OUTER VAPOR BARRIER JACKET. ATTACHED WITH NYLON ZIP TIES. SUPPORT WITH NYLON STRAPS (OR EQUIVALENT). 9. CLOSEOUT DOCUMENTS: PROVIDE MARKED UP COPY OF THE PLANS AS AS-BUILTS; O&M MANUALS FOR PLUMBING FIXTURES AND EXHAUST FAN; AND A ONE YEAR WARRANTY STATEMENT. 10. EQUIPMENT: COMMERCIAL PRODUCTS AS CALLED OUT IN SCHEDULES ON SHEET M2. E F G H K MECHANICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION WASTE OR SOIL (W) AFF APPROX ARCH BLDG CAP CFM CO CONN CONT CW DEG F, °F DIA, 0 DN DWG EA EC ELEC EXH EXIST, (E) FPM FLEX FL FCO FLA HP HW HWC IN KW MAX MECH MFR MIN NO. NTS OBD PD P.D.I. PH RA REF REQ'D RG RL RLA RPM RM SHT SO SS TD TG TYP UNO V VTR W W/ WCO ABOVE FINISHED FLOOR APPROXIMATELY ARCHITECTURAL BUILDING CAPACITY CUBIC FEET PER MINUTE CLEANOUT CONNECTION CONTINUE, CONTINUATION COLD WATER DEGREE FAHRENHEIT DIAMETER DOWN DRAWING EACH ELECTRONICALLY COMMUTATED ELECTRICAL, ELECTRIC EXHAUST EXISTING FEET PER MINUTE FLEXIBLE FLOOR FLOOR CLEANOUT FULL LOAD AMPS HORSE POWER HOT WATER HOT WATER CIRCULATING INCH KILOWATT MAXIMUM MECHANICAL MANUFACTURER MINIMUM NUMBER NOT TO SCALE OPPOSED BLADE DAMPER PRESSURE DROP PLUMBING AND DRAINAGE INST. PHASE RETURN AIR REFERENCE . REQUIRED REFRIGERANT GAS REFRIGERANT LIQUID RATED LOAD AMPS REVOLUTIONS PER MINUTE ROOM . SHEET SCREENED OPENING STAINLESS STEEL TRANSFER DUCT TRANSFER GRILLE TYPICAL UNLESS NOTED OTHERWISE VENT VENT THROUGH ROOF WASTE WITH WALL CLEAN OUT - VENT (V) COLD WATER (CW) HOT WATER (HW) HOT WATER CIRCULATING (HWC) - c CONDENSATE LINE REFRIGERANT GAS RG REFRIGERANT LIQUID RL ISOLATION VALVE --1>< DUCT (FIRST FIGURE, SIDE SHOWN) • 20/12 RISE (R) OR DROP (D) A VOLUME DAMPER (MANUAL) L - SIZE,SYMBOL CEILING OUTLET • / CFM s sSIzE,SYMBOL CEILING INLET / QO FLOOR DRAIN QQ FLOOR CLEANOUT (FCO) 2 DETAIL IDENTIFICATION NUMBER SHEET ON WHICH DETAIL IS SHOWN M3 � H J REVIEWED FOR CODE COMPLIANCE APPROVED MAY 03 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 19 2099 PERMIT CENTER 2 3 4 5 6 elix deign groi...l AMERICAN INSTITUTE OF ARCHITECTS SIGNED 02-01-2019 MECHANICAL 7 LEGEND, & NOTES 8 9 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 02.01.19 a18-177 PERMIT PHASE HULTZ BHU engineers inc 10 Mi 1111 Fawcett Ave Suite 100 Phone: (253) 383-3257 general@hultzbhu.com Tacoma, WA 98402 Fax: (253) 383-3283 Job Number: 19-008 K WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC,:Mrights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. c 0 rn cn a) c tr. co N oo ~i% Cis (/) In -c w` �d r.,_. _0 I (D0 N I rn I *— co 0 U 0 j LLJ 0 21 a 0 0 00 N4:4)� 6T (nrn �_CI ` d ornI 0Qm �/I _ o1- wd Ow J 2 4 6 7 8 10 A A B B C C D E F G H J K AIR CONDITIONER SCHEDULE - SPLIT SYSTEM TYPE SYMBOL BASIS OF DESIGN MANUFACTURER AND SERIES NO. AREA SERVED COOLING CAP. * A - INDOOR UNIT*** B - OUTDOOR UNIT*** FILTER TYPE MIN. OA CFM MAX, OUTDOOR UNIT WEIGHT MAX, INDOOR UNIT WEIGHT PIPE SIZE*** REMARKS TOTAL MBH EFFICIENCY (SEER)RG FAN TOTAL ELECTRIC FAN ELECTRICAL RL CFM ESP WATTS MCA MOP VOLTS / PH QTY WATTS MCA MOP VOLTS/PH HP-1 MITSUBISHI: MSY-GL15NA & MUY-GL15NA FOOD ROOM 14 21.6 533 -- 30 1 15 208/1 1 55 9 15 208/1 WASHABLE — 120 40 1/2 1/4 HP-2 MITSUBISHI: MSY-GL15NA & MUY-GL15NA FOOD ROOM 14 21.6 533 -- 30 1 15 208/1 1 55 9 15 208/1 WASHABLE — 120 40 1/2 1/4 * COOLING CAPACITY IS AHRI RATING: AT 85° F DB; 66° F WB INDOOR COIL EAT AND 95° F OUTDOOR COIL EAT. ** ON PLANS "A" DESIGNATES INDOOR UNIT, "B" DESIGNATES OUTDOOR UNIT. (E.G. HP-1 B IS HP-1 OUTDOOR UNIT). ***CONTRACTOR TO VERIFY RG & RL SIZE REQUIREMENTS. D E FAN SCHEDULE SYMBOL BASIS OF DESIGN MANUFACTURER AND SERIES NO. TYPE AREA SERVED CFM ESP RPM ELECTRICAL DRIVE CONTROL MAX WEIGHT LBS REMARKS WATTS VOLTS / PH EF-1 GREENHECK SP-B70 CEILING JANITORIAL CLOSET 50 .25 900 17.1 115/1 DIRECT LIGHT SWITCH W/ TIME DELAY 9 PUMP SCHEDULE SYMBOL BASIS OF DESIGN MANUFACTURER AND SERIES NO. TYPE SERVICE GPM FT. HEAD H2O ELECTRICAL REMARKS MIN. HP VOLTS/PH CP-1 MAXIBLUE: X87-721 CONDENSATE PUMP HP-1A CONDENSATE 3.5 15 1/50 115/1 W/ RESERVOIR SENSOR: 11OV-X87-771; INTERLOCK W/ HP-1 CP-2 MAXIBLUE: X87-721 CONDENSATE PUMP HP-2A CONDENSATE 3.5 15 1/50 115/1 W/ RESERVOIR SENSOR: 1 X87-771; INTERLOCK W/ HP-2-2 F PLUMBING FIXTURE SCHEDULE SYMBOL DESCRIPTION W V CW HW REMARKS BASIS OF DESIGN MANUFACTUR AND SERIES NO. FIXTURE FAUCET / VALVE / TRIM P-6A SINK 2" 2" 1/2" 1/2" STANDING UTILITY SINK W/ PULL-OUT FAUCET MUSTEE - 28CF BIG TUB 28CF BIG TUB UTILATUB COMBO UTILITY TUB PACKAGE PLUMBING STOPS: QUARTER TURN BALL VALVE; BRASSCRAFT. P-TRAPS: 17 GAUGE SEAMLESS CHROME PLATED BRASS, WITH MINIMUM 2-INCH SEAL; SIZE PER UPC. RISERS: FLEXIBLE BRAIDED STEEL TYPE; RATED FOR 125 PSIG. G SCHEDULE AIR INLET &OUTLET SYMBOL TYPE BASIS OF DESIGN MANUFACTURER AND SERIES NO. REMARKS CD CEILING DIFFUSER TITUS SERIES TMSA MODULAR CORE, SQUARE NECK CRG CEILING EXHAUST GRILLE TITUS SERIES 50F 1/2"x1/2"x1/2" CUBE CORE CTG CEILING TRANSFER GRILLE TITUS SERIES 50F 1/2"x1/2"x1/2" CUBE CORE NOTES: DIFFUSERS (CD) SHALL HAVE NO. & DIRECTION OF THROWS AS INDICATED ON PLANS. = 3 WAY THROW) INLETS/OUTLETS SHALL HAVE FACTORY ENAMEL FINISH, COLOR AS SELECTED BY EXCEPT THAT ALL WALL AIR INLET/OUTLETS (INCLUDING WALL TRANSFER GRILLES) INSTALLED IN WALL (I.E. NOT CONNECTED TO EXPOSED DUCTS) SHALL HAVE CLEAR FINISH. FOR TERMINOLOGY USED IN AIR TERMINAL CALL -OUTS ON DRAWINGS. FINISH SCHEDULE FOR CEILING TYPES, PROVIDE AIR TERMINALS TO MATCH INSTALLED IN. 1. CEILING (E.G. CD-3 2. ALL AIR ARCHITECT, WHERE ANODIZED 3. SEE LEGEND 4. SEE ARCH. CONSTRUCTION REVIE CODE CI EILING PP g H 1 2 3 4 5 6 CP elix clgn group AMERICAN INSTITUTE OF ARCHITECTS SIGNED 02-01-2019 MECHANICAL 7 SCHEDULES 8 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE IVED FOR', �MPLIAN E ROVED 032019 City of Tukwila BUILDING DIVISION DATE JOB NO. 02.01.19 a18-177 PERMIT PHASE HULTZ BHU engineers Inc 10 M2 1111 Fawcett Ave Suite 100 Phone: (253) 383-3257 general@hultzbhu.com Tacoma, WA 98402 Fax: (253) 383-3283 Job Number: 19-008 KRECEIVED CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.:AB rights reserved. No part of this document may be reproduced in any form or by any means without permission In wilting from Helix Design Group. 1 2 4 5 6 7 8 9 10 A A (E) LAV CONNECT TO (E) 3/4" HW/CW ✓ 111 III III 1 J C CONNECT TO (E) WASTE 2"W UP (3) Ti (E) 3"W TO SEWER I I I jI�I II I I I I I I I I D 11 I I I I I I fi I I I I I I E G 1T I I —11— —(1 II II II II II II II II II II II II F f 11 II II II II II II II II II II II II === 7 11 n 11 JJ (E) WH ABOVE CEILING 2"V, CONNECT TO (E) VENT SYSTEM _J_ FOUNDATION PLAN SCALE: 1/4"=l'-0" o' NORTH 1' 4' 2' SCALE 1/4" = 1'-0" 8' H J GENERAL NOTES: 1. SEE GENERAL NOTES SHEET MI. K 2. FOR PIPING SIZES TO INDIVIDUAL PLUMBING FIXTURES SEE "PLUMBING FIXTURE SCHEDULE" SHEET MO.2. 3. OFFSET PLUMBING PIPING TO AVOID DUCTWORK AND OTHER OBSTRUCTIONS. 4. CONTRACTOR TO PROVIDE WALL CLEANOUT IN WASTE PIPING BENEATH ALL SINKS. 5. CONNECTING TO (E) PLUMBING MAY REQUIRE WORKING IN ADJACENT TENANT SPACE. FIELD VERIFY & COORDINATE WORK WITH ADJACENT TENANT. 6. SAWCUT FLOOR TO INSTALL UNDERGROUND PIPING. 7. FIELD FERIFY SIZE & LOCATION OF EXISTING PIPING BEFORE BEGINNING WORK. r 4Z, 174.1146lM&T B 1/2"CW, 1/2"HW `�— P-6A (E) WATER CLOSET i i C FLOOR PLAN - PLUMBING SCALE: 1/4"=1'-0" D E (/ Of NORTH 1' 4' 2' SCALE 1/4" = 1'-0" F 8' G H J RECEIVED CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER 1 2 4 5 6 7 8 9 elix cica�igl-� group AMERICAN INSTITUTE OF ARCHITECTS SIGNED 02-01-2019 PLUMBING PLANS JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 02.01.19 a18-177 PERMIT PHASE HULTZ 7 BHU engine IR@VIEINDFOR 10 m3 1111 Fawcett Ave Suite 100 " � 'r" 644CE Phone: (253) 383-3257 Fa ' ?183 general©hultzbhu.com Job Number: -008 WHITE MAY 03 LU19 DRAWING NO. City cKTukwlla BUILDING DIVISION © HELIX DESIGN GROUP, INC.:An rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. 1 2 3 4 5 6 7 8 9 10 A A SEE PARTIAL DEMO ROOF PLAN FOR WORK ON ROOF ABOVE THIS AREA, SHEET M401 B DISCONNECT (E) EXHAUST DUCT FROM NEIGHBORING BATHROOM ■ ■ C 7 ■■tea■ o■ ■-■.s■■ -- D REMOVE (E) BRANCH DUCT BACK TO MAIN DUCT & CAP OFF; FIELD VERIFY LOCATION E (E) DUCT IN NEIGHBORING SPACE G (E) RTU ON ROOF TO REMAIN L WI MI IMMO • III 27•1•111 8"0 UP THRU ROOF 0 TERMINATE W/ GOOSE NECK & SCREEN ■ ■ ■ i ■■�q■p_ /FJ \ (E)RESTROOM ■ DEMO (E) 6"0 ' DUCT UP 0 ■ (E) 18 0 THRU ROOF PJ DEMO ALL DUCTWORK c� ( I WO k. L____J ■ ■ ■ I ■ ■ ■ ■ ■ RELOCATE (E) THERMOSTAT REMOVE (E) DUCT (TYP) L) REMOVE (E) INLET/OUTLET (TYP) k. III ■ar.■■.■r•■■MOM ■■i ■ III ■®■■■ CONDENSATE DN TO JANITOR SINK ■■srfs.III III DEMOLITION PLAN - HVAC SCALE: 1/4"=1'-0" HP-1 B, HP-2B, ON ROOF ON ROOF (E) DUCT IN NEIGHBORING SPACE J NORTH 1' 4' 2' SCALE 1/4" = 1'-0" 8' 400 6x6 CD 50 (E) EF - 6"0 -71 p" 4 EF-1 JANITOR 6x6 300 6"0 50 MATCH (E) DUCT DROP SIZES FOR RA & SA DUCTS 8x8 CD 200 8"0 10"0 SCALE ■ ■ MANAGER 6x6 CD 80 RL RG OFFICE — 4 I7\ 6x6 CD 80 6"0 —7 OFFICE — 3 6x6 CD 80 6"0 OFFICE - 2 6x6 CD 80 22 x10 CTG �(T YP) 6"0 8"0 (TYP) OFFICE — 1 6x6 CD 80 6"0 CONNECT TO (E) (TYP) RECEPTION 100 8"0 RL RG /LJ ✓ ti 22x10 CRG 200 (E) RTU ON ROOF TO REMAIN ■ u2/2 HP-1A O4 22x22 CRG (TYP) 0 HP-2A ROUTE REFRIGERANT PIPING UP THRU ROOF FOOD ROOM 200 MATCH (E) DUCT SIZE 8x8 CD , 200 8"0 8x8 CD 200 ■ ■ SEE PARTIAL ROOF PLAN FOR WORK ON ROOF ABOVE THIS AREA, SHEET M401 B so El -_ C .■. FLOOR PLAN - HVAC SCALE: 1/4"=1'-0" D E </\) o NORTH 1' 4' 2' SCALE 1/4" = 1'-0" F 8' G H H GENERAL NOTES: 1. SEE MECHANICAL GENERAL NOTES ON SHEET M1. 2. (E) RTU DATA: MODEL: 50KCQA06 SIZE: 5 TON VOLTAGE: 208V/3PH HEATER KW: 15 KW RE -BALANCE OA FOR 620 CFM FIELD VERIFY EXISTING BUILDING ITEMS THAT MAY CONFLICT W/ DUCT ROUTING PRIOR TO FABRICATING DUCTWORK. PROVIDE ADDED OFFSETS AS REQUIRED. KEYED NOTES: O 0 0 0 CAP (E) DUCT. RELOCATE & RECONNECT (E) THERMOSTAT TO (E) RTU SERVING THE SPACE IN LIEU OF DEMOLITION OF (E) ROOF EXHAUST DUCT, PROVIDE NEW 6"0 VENT THRU ROOF WITH ROOF CAP FOR NEW EXHAUST FAN. CP-1 & CP-2 INSTALLED IN (OR AT) HP-1A & HP-2A RESPECTIVELY. J K 2 4 5 6 7 8 elix c=1 g n group AMERICAN INSTITUTE OF ARCHITECTS SIGNED 02-01-2019 HVAC PLANS JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE RECEIVED CITY OF TUKWILA 9 APR 1 9 2019 E1,11.IIIT CENTER HULTZ BHU engineers inc 1111 Fawcett Ave Suite 100 Phone: (253) 383-3257 general@hultzbhu.com a eR scperama� NCE ob NuAETc0 AI 03 2019 City of Tukwila BUILDING DIVISION DATE JOB NO. 02.01.19 a18-177 PERMIT PHASE 0 M4 WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.:Aurights reserved. No part of this document may be reproduced in any form or by any means without permission in venting from Helix Design Group. N 0 cn a) co CZ m N 0o (Di w t' > c m s w` I (0 D I coo s U 0a w -t 0 o: 0_ co 0 0 0 N!(4)-5 .. V) 0) 1,+�� - 0) ---1 Q 60l N r� 0m Q w � d ci 1 2 3 4 5 6 7 8 9 10 A A B B C C D D E F G DEMO (E) EXHAUST DUCT DEMO DUCTWORK, FLEX CONNECTORS, & DUCT DROPS INTO SPACE (E) RTU TO REMAIN PARTIAL ROOF DEMOLITION PLAN - HVAC SCALE: 1 /4"=1'-0" </xy NORTH NEW 8"0 EXHAUST DUCT; TERMINATE IN GOOSE NECK MATCH DEMO'D DUCTWORK SIZE & RE -USE (E) ROOF PENETRATION (TYP) (E) RTU TO REMAIN SLEEPER 2X4 CROSS BRACE HP-2B REFRIGERANT PIPING 1' 4' 0' SCALE 1/4" = 1'-0" PARTIAL ROOF PLAN - HVAC SCALE: 1 /4"=1'-0" E F <\) NORTH G 1' 4' 0' SCALE 1/4" = 1'-0" H 8' 8' H K GENERAL NOTES: 1. SEE MECHANICAL GENERAL NOTES ON SHEET M1. 2. (E) RTU DATA: MAKE: CARRIER MODEL: 50KCQA06 SIZE: 5 TON VOLTAGE: 208V/3PH HEATER KW: 15 KW RE -BALANCE OA FOR 620 CFM 3. FIELD VERIFY EXISTING BUILDING ITEMS THAT MAY CONFLICT W/ DUCT ROUTING PRIOR TO FABRICATING DUCTWORK. PROVIDE ADDED OFFSETS AS REQUIRED. 4. EXTERIOR DUCTWORK SHALL HAVE 2" THICK INTERIOR LINING. J RECEIVED CITE` OF TUKWILA APR 1 9 2019 PERMIT CENTER HULTZ +7, BHU engineers inc 1111 Fawcett Ave Suite 100 Phone: (253) 383-3257 general@hultzbhu.com 8402 FalaWittfigAQR Cali*APNMQW NCE APPROVED 1f032019 City of Tukwila BUILDING DIVISION 1 2 3 4 7 8 9 0 elix deign g rou AMERICAN INSTITUTE OF ARCHITECTS SIGNED 02-01-2019 ROOF PLANS - HVAC JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 02.01.19 a18-177 PERMIT PHASE io M5 WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.:Allrights reserved. No port of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. 1 0 0 co f!) co w > or �s w` zQ rzo T I c0 0 r i 032 s 0 0 Q w� 0 cc a. 0 0 o0 N 8)1 r TT _C)t••• V) 0._. Q o a) I FI oQ Ow J J a. Lr 1 2 4 6 7. 8 9 10 A B B C D E I1+I XI NOTE: VERIFY ROOF SLOPE. CUT SLEEPERS TO SUIT ROOF SLOPE & PROVIDE LEVEL TOP MOUNTING SURFACE. SLEEPERS DETAIL NTS D E M6 OUTDOOR NC UNIT ANCHOR OUTDOOR A/C UNIT TO SLEEPERS 4x6 TREATED WOOD SLEEPER, MIN 4' LONG (TYP) ROOFING MATERIAL MAT, 6" LARGER THAN SLEEPER FOOTPRINT ALL AROUND EXISTING ROOF ASSEMBLY F G SHEETMETAL SCREW (TYP) REFRIGERANT LINE SEE SCHEDULE FOR SIZE NOTCHED GALV. SHEETMETAL PIECES TO SEAL OPENING AROUND PIPE PENETRATION SEAL PIPE PENETRATION 1 THROUGH ROOF G H 20 GA. GALV. SHEET METAL ENCLOSURE, SEAL WATERTIGHT FILL CAVITY WITH FOAM SEALANT WELDED 16 GAUGE GALVANIZED STEEL FLASHING ASSEMBLY, ANCHOR TO ROOF EXTEND UP ROOFING OVER TOP OF CURB & OVER EXIST. ROOFING (E) ROOF ASSEMBLY REFRIGERANT PIPING ( 1 NTS M6 H J K 2 3 4 5 6 elix g rou AMERICAN INSTITUTE OF ARCHITECTS SIGNED 02-01-2019 MECHANICAL 7 DETAILS r E EiVED CITY OF TUKWILA APR 1 9 2019 9 PERMIT CENTER HULTZ BHU en g i n e e r s inc 1111 Fawcett Ave Suite 100 Phone: (253) 383-3257 general@hultzbhu.com 10 T .eoa—WA--984o2.......�.,� F : • , g 3FOR PQM -IANCE PROVED 1 AV032019 City of Tukwila BUILDING DIVISION JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE JOB NO. 02.01.19 a18-177 PERMIT PHASE M6 WHITE DRAWING NO. © HELIX DESIGN GROUP, INC.:M rights reserved. No part of this document may be reproduced in any form or by any means without permission in wilting from Helix Design Group. a) 0 a, 0 (1) f.L co r` co cn• - w� > `I) T.• 0 r- I I to N rn I o co U 0 Q w .D 0 w co 0 o 0 N�> .. (no) 3a) I r� 1 o1- wQ Ow a. J J 1 2 3 4 5 7 8 9 10 A A B C D E NO. PANEL A VOLTAGE: 208/120 VOLT 3-PHASE 4-WIRE LOCATION: BUSSING: 200 AMPS MAIN LUGS ENCLOSURE: SURFACE NEUTRAL' 100% ASSEMBLYAIC: OTHER FEATURES: SERVICE ENTRANCE RATED FEED-THRU LUGS SURGE PROTECTIVE DEVICE ISOLATED GROUND _ DESCRIPTION VA BKR CKT CKT BKR VA DESCRIPTION NO NO LTS - Recpt, Food Str, Offs, J & Fan 1,088 20/1 1 7,102 2 100/3 6,014 PANEL B EXIT 10 20/1 3 10,306 4 10,296 SIGN 200 20/1 5 9,427 6 9,227 RECP - ROOF 180 20/1* 7 1,039 . 8 15/2* 859 HP-1A & HP-1B & Condensate 9 859 10 859 Pump 11 859 12 15/2* 859 HP-2A & HP-2B & Condensate 13 859 14 859 Pump 15 0 16 17 0 18 19 0 20 21 0 22 23 0 24 9,000 11,165 10,286 TOTAL PHASE LOAD LIGHTING 1,298 VA 125% LIGHTING 1,623 VA REMARKS: .TOTAL RECEP 6,120 VA FIRST 10KVA RECEP 6,120 VA 50% RECEP OVER 10KVA 0 VA BOLD INDICATES REVISED ITEM. LG MOTOR 0 VA 125% LARGEST MOTOR 0 VA OTHER MOTORS 0 VA OTHER MOTORS 0 VA * PROVIDE NEW CIRCUIT KITCHEN 0 VA 65% KITCHEN 0 VA BREAKER. COMPUTERS 0 VA COMPUTERS 0 VA HEAT 0 VA HEAT 0 VA MISC 23,033 'VA MISC 23,033 VA TOTAL CONN 30.45 1 KVA TOTAL CALCULATED 30.78 KVA 84.53 AMPS 85.43. AMPS NO. PANEL B VOLTAGE: 208/120 VOLT 3-PHASE 4-WIRE LOCATION: BUSSING:; 100 AMPS MAIN LUGS ENCLOSURE: SURFACE NEUTRAL' 100% ASSEMBLYAIC: 10K OTHER FEATURES: SERVICE ENTRANCE RATED FEED-THRU LUGS SURGE PROTECTIVE DEVICE ISOLATED GROUND DESCRIPTION VA BKR CKT CKT BKR VA DESCRIPTION NO NO REC - REST RM 180 20/1 1 1,680 2 20/1 1,500 WATER HEATER REC - NORTH 720 20/1 3 5,962 4 60/2 5,242 HVAC UNIT REC - SOUTH 720 20/1 5 5 ,962 6 5,242 REC -JAN 360 20/1* 7 1,717 8 20/1* 1,357 COOLER REC -SCALE, MANAGER 540 20/1* 9 1,897 10 20/1* 1,357 COOLER REC -OFFICE 4, 5 720 20/1* 11 2,077 12 20/1* 1,357 COOLER REC - OFFICE 2, 3 720 20/1* 13 2,077 14 20/1* 1,357 COOLER REC - RECEPTION 180 20/1* 15 1,537 16 20/1* 1,357 COOLER REC -WATER COOLER 828 20/1* 17 1,008 18 20/1* 180 REC - FOOD ROOM REC - RECEPTION 360 20/1* 19 540 20 20/1* 180 REC - FOOD ROOM REC - RECEPTION 360 20/1* 21 900 22 20/1* 540 REC - HALLWAY REC - RECEPTION 180 20/1* 23 180 24 20/1* SPARE 6,014 ' 10,296 9,227 TOTAL PHASE LOAD LIGHTING 0 VA 125% LIGHTING 0 . VA REMARKS: TOTAL RECEP 5,940 VA FIRST 10KVA RECEP 5,940 VA 50% RECEP OVER 10KVA 0 VA BOLD INDICATES ADDED ITEM LG MOTOR 0 VA 125% LARGEST MOTOR 0 VA OTHER MOTORS 0 VA OTHER MOTORS 0 VA * PROVIDE NEW CIRCUIT KITCHEN 0 VA 65% KITCHEN 0 VA BREAKER COMPUTERS 0 VA COMPUTERS 0 VA HEAT 0 VA HEAT 0 VA MISC 19,597 j VA MISC 19,597 VA TOTAL CONN 25.54 KVA TOTAL CALCULATED 25.54 KVA 70.89 AMPS 70.89 AMPS B C D E F F G H GENERAL ELECTRICAL NOTES: 1. SEE ARCHITECTURAL PLANS FOR LOCATION OF FIRE RATED CONSTRUCTION. 2. BRANCH CIRCUIT NOTES: K A. VERIFY BRANCH CIRCUIT WIRE COUNT BEFORE PULLING CONDUCTORS. PROVIDE REQUIRED CONDUCTORS TO EACH OUTLET AND DEVICE FOR PHASE, NEUTRAL AND EQUIPMENT GROUND BASED ON CIRCUIT DESIGNATIONS SHOWN AND AS OTHERWISE INDICATED ON PLANS OR NOTE BELOW. B. FOR SWITCHED OUTLETS, PROVIDE ADDITIONAL CONDUCTOR COUNT REQUIRED FOR SWITCH LEGS TO ACCOMMODATE SWITCH CONTROL INDICATED. MAINTAIN UNSWITCHED LEG IN LIGHTING BRANCH CIRCUITS TO EXIT, EMERGENCY, AND NIGHT LIGHTING SHOWN. C. MINIMUM BRANCH CIRCUIT CONDUCTOR SIZE FOR OUTDOOR AND EXTERIOR BUILDING LIGHTING SHALL BE #10 AWG. D. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR ALL 120 AND 277 VAC BRANCH CIRCUITS UNLESS OTHERWISE INDICATED. E. PROVIDE MANUFACTURER APPROVED PIN INSERT STYLE HANDLE TIES BETWEEN SINGLE POLE CIRCUIT BREAKERS SERVING BRANCH CIRCUITS SHARING A COMMON NEUTRAL. 3. MINIMUM CONDUIT SIZE FOR HOMERUNS AND FOR CONDUIT INSTALLED BELOW GRADE OUTDOORS SHALL BE 3/4 INCH. 4. REFER TO ARCHITECTURAL PLANS FOR LIGHT FIXTURE LOCATIONS AND FOR MOUNTING HEIGHT OF SUSPENDED AND WALL MOUNTED LIGHT FIXTURES. REFER TO REFLECTED CEILING PLANS, INTERIOR ELEVATIONS, EXTERIOR ELEVATIONS, ROOM SECTIONS, AND DETAILS SHOWN ON. ARCHITECTURAL CONTRACT DOCUMENTS PRIOR TO ROUGH -IN. REPORT CONFLICTS TO ARCHITECT/ENGINEER FOR RESOLUTION. 5. REFER TO ARCHITECTURAL ELEVATIONS FOR LOCATION AND MOUNTING HEIGHT OF WIRING DEVICES. REPORT CONFLICTS TO ARCHITECT/ENGINEER FOR RESOLUTION. 6. VERIFY EXACT LOCATION OF FLOOR BOXES AND OUTLETS LOCATED IN KNEE SPACES AND CASEWORK. OBTAIN ARCHITECT APPROVAL PRIOR TO ROUGH -IN. 7. VERIFY BACK BOX REQUIREMENTS OF EQUIPMENT FURNISHED UNDER OTHER THAN DIVISION 26 SECTIONS AND EQUIPMENT FURNISHED BY OWNER. 200/3 PNL 'A' TO UTILITY TRANSFORMER ONE -LINE DIAGRAM SCALE: NTS J PNL 'B' 1 2 3 4 5 6 0 elix clgn group AMERICAN INSTITUTE OF ARCHITECTS SIGNED 1 FEB 2019 7 ELECTRICA L NOTES, ONE -LINE, & PANEL SCHEDULES 8 RECEIVED rL CITY OF TUKWILA APR 1 9 2019 9 PERMIT CENTER HULTZ 7PN, BHU engineers inc 1111 Fawcett Ave Suite 100 Phone: (253) 383-3257 generalkhultzbhu.com 10 JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE Tacoma, WA 98402 Fax: (253) 383-3283 Job Number: 19-008 REVIEWED FOR CODE COMPLIANCE K APPROVED DATE 2.01.19 JOB NO. a18-177 PERMIT PHASE El WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.:Ai rights reserved. No port of this document may be reproduced in any form or by any means without permission in writing from Hera Design Group. MAY 03 2019 City of Tukwila BUILDING DIVISION 2 3 4 5 6 7 8 9 10 A INAIRE SC E TYPE DESCRIPTION MANUFACTURER LAMP VOLTAGE INPUT WATTS/ VA BALLAST/ DRIVER REMARKS L1 LAY -IN 2' X 4' LED FLAT PANEL WITH DIFFUSE ACRYLIC LENS RAB LIGHTING - LPANEL LED UNV. (120-277V) 44/49 LOW -VOLTAGE DIMMING DRIVER L2 LAY -IN 2' X 2' LED FLAT PANEL WITH DIFFUESE ACRYLIC LENS RAB LIGHTING - LPANEL LED UNV. (120-277V) 34/36 LOW -VOLTAGE DIMMING DRIVER S1 SURFACE MOUNT, 4FT LOW PROFILE LED WITH DIFFUSE LENS METALUX SN LED LED UNV. (120-277V) 18/20 LOW -VOLTAGE DIMMING DRIVER X1 EXISTING UNIVERSAL MOUNT LED EXIT SIGN WITH TWIN -HEAD EGRESS LIGHTS LED UNV. (120-277V) <5 - TWIN HEAD LED EMERGENCY LIGHT, 90 MINUTE BATTERY SURELITE AF2SQ LED LED UNV. (120-277V) 2 - NOTES: 1. LED LUMENS ARE BASED ON TOTAL ILLUMINATION OUTPUT OF THE LUMINAIRE UNLESS OTHERWISE INDICATED. 2. LED DRIVERS FOR LOW VOLTAGE DIMMING SHALL BE 0-10 VOLTS [ DIGITAL SIGNAL DIMMING INTERFACE TYPE ] UNLESS OTHERWIS INDICATED. 3. LOW VOLTAGE DIMMING DRIVERS FOR LUMINAIRES THAT HAVE DAYLIGHT RESPONSIVE CONTROL SHALL DIM TO COMPLETELY OFF. 4. LED DRIVERS FOR LINE VOLTAGE DIMMING SHALL BE REVERSE PHASE ELECTRONIC LOW VOLTAGE (ELV) UNLESS OTHERWISE APPROVED BY THE ARCHITECT/ENGINEER. EXISTING RESTRO( (E) METER (E) MAIN CB B C ELECTRICAL LIGHTING PLAN SCALE: 1 /4"=1'-0" D E / NORTH 1' 4' 0' 2' SCALE 1/4" = 1'-0" F LEGEND LIGHTING LUMINAIRE (TO SCALE ON DRAWINGS) LAY -IN LUMINAIRE COMBINATION EXIT SIGN AND TWIN HEAD EMERGENCY LIGHTING UNIT EXIT FIXTURE - CEILING LIGHTING CONTROL 0 L� - "®o 0 S SINGLE POLE TOGGLE SWITCH $ DIGITAL SWITCH STATION $w,, S3 SWITCH SUBSCRIPTS: 2 DOUBLE POLE 3 THREE WAY 4 FOUR WAY D DIMMER EP EXPLOSION PROOF K KEY OPERATED LV LOW VOLTAGE LVM LOW VOLTAGE MASTER M MANUAL MOTOR STARTER W/OVERLOADS MC MOMENTARY CONTACT P SWITCH W/PILOT LIGHT T TIMER WP WEATHERPROOF a, b, c MULTIGANG SWITCH STATION OS OCCUPANCY SENSOR - CEILING MOUNT Sos OCCUPANCY SENSOR - WALL SWITCH ® PHOTOCONTROL - INDOOR ® FIXTURE SYMBOL 8' G HEAD HEIGHT OF WINDOW: 7 8'-0" TYPICAL OF ALL WINDOWS CONTRIBUTING TO DAYLIGHTING SF: DLZ #1: 126 SF DLZ #2: 107 SF TOTAL: 233 SF H ENERGY CODE COMPLIANCE NOTES FOR ELECTRICAL POWER AND LIGHTING 1. MANUAL LIGHTING CONTROL: PROVIDE EACH ROOM WITH MANUAL LIGHTING CONTROL AS INDICATED. REMOTE LIGHTING CONTROLS SHALL IDENTIFY WHERE LIGHTS ARE CONTROLLED AND ON/OFF STATUS. MANUAL CONTROLS FOR SPACES NOT COVERED IN C405.2.1.2 LISTED EXCEPTIONS SHALL INCLUDE PROVISION FOR 50% LIGHT REDUCTION. 2. AUTOMATIC TIME SWITCH CONTROL: PROVIDE PROGRAMMABLE TIME SWITCH WITH MANUAL OVERRIDE FOR AUTOMATIC CONTROL OF LIGHTING IN ALL AREAS OF THE BUILDING NOT CONTROLLED BY OCCUPANCY SENSORS. TIME SWITCH AND OVERRIDE CONTROL SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF C405.2.2.1. 3. OCCUPANCY SENSORS: PROVIDE OCCUPANCY SENSORS IN ALL CLASSROOMS, CONFERENCE/MEETING ROOMS, LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE AND STORAGE SPACES, JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET OR LESS. 4. DAYLIGHT ZONES: PROVIDE SEPARATE AUTOMATIC CONTROL OF PRIMARY AND SECONDARY ZONES INDICATED ON PLANS INDEPENDENT OF GENERAL AREA LIGHTING AS INDICATED. 5. DAYLIGHT ZONE CONTROL: PROVIDE AUTOMATIC CONTINUOUS DIMMING CONTROL OF LIGHTS LOCATED WITHIN PRIMARY AND SECONDARY DAYLIGHT ZONES. 6. EXTERIOR LIGHTING CONTROL: NOT APPLICABLE. 7. ELECTRIC ENERGY METERING: NOT APPLICABLE. 8. TRANSFORMERS: NOT APPLICABLE. 9. COMMISSIONING: PROVIDE PROGRAMMING, CALIBRATION, AND FUNCTIONAL TESTING OF AUTOMATIC LIGHTING CONTROL SYSTEMS TO INCLUDE OCCUPANCY SENSORS, DAYLIGHT CONTROLS, AND TIME CONTROLS. BUBBLE NOTES: 0 SPACE CONTROLLED BY COMBINATION OF WIRELESS LIGHT SWITCH AND CEILING MOUNT OCCUPANCY DETECTORS FOR CONTROL OF LIGHTS WITHIN THIS SPACE. RECEPTION 100: SPACE SHALL BE CONTROLLED VIA CEILING MOUNTED OCCUPANCY SESNORS AND INTERIOR PHOTOSENSOR FOR PRIMARY AND SECONDARY DAYLIGHT ZONES. 50% OF THE LIGHTS SHALL TURN OFF WHEN NO MOTION IS DETECTED. SPACE CONTROLLED BY DIGITAL ROOM CONTROLLER USING OCCUPANCY SENSORS. SPACE CONTROLLED BY COMBINATION OCCUPANCY SENSOR SWITCH. SWITCH SET TO OCCUPANCY MODE. DEMOLITION NOTES: 1. DEMOLISH EXISTING LAY -IN 2'X4' FLUORESCENT FIXTURES AND DISPOSE OF AS REQUIRED. MAINTAIN EXIT SIGNS AND RESTROOM LIGHTING AND FAN. MAINTAIN POWER TO EXISTING HVAC SYSTEM. J CITY OF TUKWILA APR 1 9 2019 PERMIT CENTER HULTZ 1-! BHU engineers inc 1111 Fawcett Ave Suite 100 Phone: (253) 383-3257 general c©Dhultzbhu.com Tacoma, Fax: (253) Job Numb K 2 3 4 6 8 9 elix clgn grc L p AMERICAN INSTITUTE OF ARCHITECTS SIGNED 1 FEB 2019 ELECTRICAL LIGHTING PLAN JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE 2.01.19 JOB NO. a 18-177 PERMIT PHASE 10 IEW ED FOR COMPLIANCE PPROVED DRA a( 03 201©HELIX No pa form or City of Tukwila from H BUILDING DIVISION E2 WHITE NG NO. rESIGN GROUP, INC.:AIlrights reserved. rf this document may be reproduced in any y any means without permission in writing Design Group. �S a) 0 0 it N co ni w > rr -c � Li U H Q wo I I I o CO I- w 0 2.71 0_ 09 NCr)> to 0) 7Q orn I NN-M om I �LL o~ w< i-w ow 0 l.� 2 3 4 5 6 7 8 9 10 MECHANICAL EQUIPMENT CONNECTION SCHEDULE MAXIMUM RATINGS (CU) FEEDER CIRCUIT# DISCONNECT REMARKS NAME DESCRIPTION LOCATION HP KVA FLA MCA MOCP VOLT/PH #12 EACH PHASE, NEUTRAL, PLUS GROUND BY DESCRIPTION HP-1A SPLIT SYSTEM AC - INDOOR FOOD ROOM 0.21 1.0 1.3 15 208 1 • MOTOR RATED TOGGLE INDOOR UNIT FED FROM OUTDOOR UNIT HP-1B SPLIT SYSTEM AC - OUTDOOR ROOF 1.87 9.0 11.3 15 208 1 • WP 30AS/15AF FEEDS INDOOR UNIT HP-2A SPLIT SYSTEM AC - INDOOR FOOD ROOM 0.21 1.0 1.3 15 208 1 • MOTOR RATED TOGGLE INDOOR UNIT FED FROM OUTDOOR UNIT HP-2B SPLIT SYSTEM AC - OUTDOOR ROOF 1.87 9.0 11.3 15 208 1 • WP 30AS/15AF FEEDS INDOOR UNIT EF-1 EXHAUST FAN JANITORIAL CLOSET 0.02 0.1 0.2 15 115 1 X MOTOR RATED TOGGLE CP-1 CIRCULATION PUMP HP-1A 1/50 0.02 0.2 0.3 15 115 1 X MOTOR RATED TOGGLE CP-2 CIRCULATION PUMP HP-1A 1/50 0.02 0.2 0.3 15 115 1 X MOTOR RATED TOGGLE EQUIPMENT CONNECTION SCHEDULE NOTES: 1. VERIFY VOLTAGE, PHASE, FLA/MCA OF EACH CONNECTION WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. NOTIFY ARCHITECT/ENGINEER WHEN SCHEDULED SUPPLY WILL NOT MEET NEC REQUIREMENTS. 2. OUTLETS, DISCONNECTS, CONTROLLERS, AND EQUIPMENT CONNECTIONS FOR ROOF TOP AND OTHER OUTDOOR EQUIPMENT SHALL BE WEATHER PROOF. 3. LOCATION OF OUTLETS, DISCONNECTS, CONTROL DEVICES, AND EQUIPMENT CONNECTIONS ARE DIAGRAMMATIC AND TO BE LOCATED IN FIELD BY THE CONTRACTOR AS APPROVED BY THE ENGINEER. UNLESS OTHERWISE INDICATED ON PLANS, CONTROL DEVICES IN SIGHT OF EQUIPMENT. ARRANGE WIRING AND EQUIPMENT TO AVOID INTERFERENCE WITH OTHER WORK AND TO MAXIMIZE ACCESSIBILITY FOR MAINTENANCE AND REPAIRS. 4. COORDINATE WITH THE OTHER INSTALLING CONTRACTORS TO ENSURE NEC REQUIRED ACCESS TO DISCONNECTS IS PROVIDED FOR EACH PIECE OF EQUIPMENT. 5. PROVIDE SMOKE DUCT DETECTORS IN HEATING AND COOLING SYSTEMS PER INTERNATIONAL MECHANICAL CODE. SEE DIVISION 25 EQUIPMENT SCHEDULES FOR ADDITIONAL UNITS RATED OVER 2000 CFM AND PROVIDE DUCT DETECTOR AS 6. WIRING BETWEEN EQUIPMENT DISCONNECT AND POINT OF CONNECTION SHALL COMPLY WITH NEC BASED ON EQUIPMENT NAMEPLATE RATING EXCEPT MINIMUM BRANCH CIRCUIT RATING SHALL BE 20 AMPERES. 7. SIZE OF DISCONNECT SWITCH AND MOTOR STARTER SHALL BE SIZED TO COMPLY WITH NEC REQUIREMENTS. WHERE INDICATED MOTOR CONTROL IS NOT LOCATED IN SIGHT OF MOTOR AS DEFINED BY NEC, PROVIDE ADDITIONAL DISCONNECTING 8. WIRING SIZES ARE BASED ON 60 DEGREE C. FOR AMPACITIES 100 AMPERES AND LESS. FOR FEEDERS LESS THAN 100 FEET IN LENGTH, CONDUCTOR SIZES MAY BE SELECTED BASED ON 75 DEGREE C. WHERE EQUIPMENT INSTALLED IS LABELED 9. SCHEDULE LEGEND: o = FURNISH AND INSTALL NEW UNDER DIVISION 26 0 = INSTALL UNDER DIVISION 26; FURNISHED WITH EQUIPMENT OR BY OTHERS. A OUTDOOR UNIT 3-POLE TOGGLE DISCONNECT AT UNIT SQ D TYPE K OR HUBBELL #HBL7810 SEE EQUIPMENT SCHEDULE WP CIRCUIT SIZE AS SCHEDULED 6' 208V 10 2P DISCONNECT / INDOOR UNIT SPLIT SYSTEM HVAC CONNECTION DIAGRAM SCALE: NO SCALE LEGEND POWER DUPLEX RECEPTACLE (NEMA 5-20R) SUBSCRIPT: IG ISOLATED GROUND WC WATER COOLER REF REFRIGERATOR COP COPIER HWD HOT WATER DISPENSER MWO MICROWAVE OVEN P PEDESTAL WP WEATHERPROOF C CEILING DW DISHWASHER IWB INTERACTIVE WHITE BOARD TV VIDEO DISPLAY OUTLET. REFER TO ARCHITECTURAL DETAILS FOR MOUNTING HEIGHT GFCI DUPLEX RECEPTACLE (NEMA 5-20R) SUBSCRIPT: REF REFRIGERATOR DW DISHWASHER WD WASTE DISPOSER MWO MICROWAVE OVEN COMMUNICATIONS DATA (COMPUTER) OUTLET WITH JACK CALLOUTS SCHEDULED EQUIPMENT CONNECTION (INCLUDE ALL WIRING, DISCONNECTING MEANS, CONTROL AND OTHER REQUIREMENTS SCHEDULED) EXISTING RESTR UM 400 L CONT ON LTG PLAN it R(E)PNL-A R(E)PNL-B B V 'L\ JJ JANITOR 300 A-1 \B-7 ILZ SCALE _9 k MANAGER B_9 iffA Il B-11 II A-12,14 A-8,10 -_-_ = .._ A-7 B-8 B-10 B-12 COOLER #1 COOLER #2 COOLER #3 �_ YC C FOOD ROOM 200 A OFFICE 11 OFFICE 003 == 217- B-1 0 OFFICE 002 B-18 B- B-COOLER #4 COOLER LE#5 +50" _20_ B-22 B-1 OFFICE 001 177.7. _._.._ ___-fJ B-21 B-19 44 RECEPTION 100 B-23 POWER AND SYSTEMS PLAN SCALE: 1/4"=1'-0" E f7\ U NORTH 1' 4' LOCATE ALL RECEPTION DESK OUTLETS WITHIN THE 2'-9" UNDER THE DESK. 0' 2' SCALE 1 /4" = 1'-0" F 8' G H BUBBLE NOTES: 0 PROVIDE UNISTRUT RACKING NEXT TO HVAC AND MOUNT CODE REQUIRED GFCI RECEPTACLE. PROVIDE PENETRATIONS AND SEALING AS REQUIRED. O 3/4"C. WITH (2)#12, #12GND. 0 WIRE CONDENSATE PUMP TO INDOOR UNIT 2 3 4 5 6 7 8 RECEIVED CITY OF TUKWILA APR 1 9 2019 9 PERMIT CENTER HULTZ g° BHU engineers inc 1111 Fawcett Ave Suite 100 Phone: (253) 383-3257 general©huftzbhu.com Tacoma, WA 98402 Fax: (253) 383-3283 Job 10 REVIEWED FOR CODE COMPLIANCE .KAPPROVED MAY 03 2019 eux cl��igr� groin AMERICAN INSTITUTE OF ARCHITECTS SIGNED 1 FEB 2019 POWER AND SYSTEMS PLAN JENNY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE DATE 2.01.19 JOB NO. a18-177 PERMIT PHASE E3 WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.:Allrights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. City of Tukwila 1LDING DIVISION