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Permit D19-0013 - JENNY CRAIG - TENANT IMPROVEMENT
JENNY CRAIG 17055 SOUTHCENTER PKWY D19-0013 0 Parcel No: Addeo: ��^�xx ^�� Tukwila x~�~�x�n .U�x���Koa Department Development G3OOSouthcenterBoulevard, Suite #1OO Tukwila, Washington 901Bg Phone:206'431'3670 Inspection Request Line: 206'438'9350 Web site: http://www.TulxwilaWA.gov DEVELOPMENT PERMIT 2623049070 Permit Number: D19-0013 17055SOUTHCENTERPKVVY Project Name: ]ENNY[RAIG Issue Date: 4/4/019 Permit Expires On: 10/1/2019 Owner: Address: 294UFAIRVIEW AVE E'SEATTLE,WA, 98102 Contact Person: Name: TRA[YTAYLOR Phone; (253)922-9037 Address: 6021I2THST[STE201'TA[ON1A, VVA,9824I Contractor: Name: J[R|CH4RD5[ONSTCOINC Phone: (253)838'6206 98403 License No: Expiration Date: Lender: Name: ]ENNY[RAIG DESCRIPTION OF WORK: TENANT IMPROVEMENT TO EXISTING TENANT SPACE. CHANGING FROM GOOD FEET TO A JENNY CRAIG. UPDATES TO SPACE INCLUDE REFRESH OF FINISHES ETC TO CONFORM TO JENNY CRAIG STANDARDS. SEE DRAWINGS FOR SPACE RE -SET DETAILS. Project Valuation: $100000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: Type nfConstruction: VD Electrical Service Provided by: TUKWILA Fees Collected: $2,648,81 Occupancy per IBC: M Water District: TVmm|LA Sewer District: TVKVV|LA Current Codes adopted bythe City m{Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: National Electrical Code: WA Cities Electrical Code: VVACZ864hD: VVAState Energy Code: 2017 2017 2017 Public Works Activities: Chan ne|ization/StripinO: CurbCut/Aoeo/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveobeLnad: Land Altering: Volumes: Cut: 8 Fill: O Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signaturril Date: x�_cf_/1� I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions oflaw and ordinances governing this work will becomplied with, whether specified herein nrnot. The granting of this permit does not presume to give authority to violate orcancel the provisions ofany other state orlocal laws regulating construction cnthe performance ofwork. |amauthorized *zsign and obtain this development permit and agree tnthe conditions attached tothis permit. Signature: Print Name: �a�=__ =j This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT OOND0ONS*~* 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall hekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. A5CE7,Chapter Il S: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet inheight shall belaterally braced tnthe building structure. Such bracing shall beindependent ufany ceiling splay bracing, 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage orbracing shall be prepared by registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage ofstorage racks 8feet orgreater inheight. D: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations, Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ufTukwila Building Department (2U6431'367O). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances nfthe City ofTukwila shall not bevalid. The issuance mfapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (ZD6/4]1-367O). 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated atone extinguisher for each l'SOOsq. ft. ofarea. The extinDuisher(s)should beofthe "All Purpose" (3A,408:[)dry chemical type. Travel distance tuany fire extinguisher must be75'orless. (|F[ 906.3) (NFPA lU, 5.4) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers oi brackets supplied. Hangers nrbrackets shall besecurely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having agross weight not exceeding 4O pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top isnot more than l5feet (lO67mm)above the floor. The clearance between the floor and the bottom ofthe installed hand-held extinguishers shall not beless than 4inches (1OZmnn). (|F[906Jand |FC 906.9) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use, These locations shall bealong normal paths oftravel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have atag orlabel securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall beemptied and subjected tothe applicable recharge procedures. |fthe required monthly and yearly inspections nfthe fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputab3e fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 18: Maintain fire extinguisher coverage throughout. 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (|F[l0lUl9) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle |sengaged from inside the tenant space. (|FCChapter 1O) 21: Exit hardware and marking shall meet the requirements ofthe International Fire Code. (|FCChapter 1N 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching ortwisting of the wrist tooperate. (|FC1D1O19.1) 26: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall beextended, altered uraugmented asnecessary tomaintainandcondnue protection whenever the building isaltered, remodeled oradded to. Alterations tofire protection systems shall bedone inaccordance with applicable standards, (|H[9O1.4) 24: Sprinklers shall beinstalled under fixed obstructions over 4feet (12m)wide. (NFPAI3-8.6.5.3.3) 23: All new sprinkler systems and all modifications to existing sprinkler systems sl-all have fire department review and approval ufdrawings prior toinstallation ormodification. New sprinkler systems and all modifications tnsprinkler systems involving more than 5Uheads shall have the written approval ofFactory Mutual or any fire protection engineer licensed by the State of Washington ard approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nusprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 28: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices, (City Ordinance #2437) 27: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|FC981]) 29: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 30: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 8O311ofthe International Building Code. 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #24]6and #I437) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 32: These plans were reviewed byInspector S11. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(2O6)67S44O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Une�(2O6)43D-93SV 1700 BU|LD|NGF|NALw 1400 FIRE FINAL 0409 FRAMING 0406 SUSPENDED CEILING CITY OF TUKW CI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Perr c No, 61"I " O()\ Project No. Date Application Accepted: H'"" 1 1 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 262304906, 907, 9071 Site Address: 17055 Southcenter Pkwy, Tukwila, WA 98188 Tenant Name: Jenny Craig PROPERTY OWNER Name: Jenny Craig (attn: Glenn Fullaway) Address: 5770 Fleet St City: Carlsbad State: CA zip: 92008 CONTACT PERSON — person receiving all project communication Name: Tracy Taylor - Helix Design. Group Address: 6021 12th street east, suite 201 City: Tacoma State: WA Zip: 98242 Phone: (253) 922-9037 Fax: (253) 922-6499 Email: tracyt@helixdesigngroup.net GENERAL CONTRACTOR INFORMATION Company Name: Brandpoint Services Address: 820 Adams Ave City: Trooper State: PA zip: 19403 Phone: (267) 908-9780 Fax: Contr Reg No.: BRANDSI881 ME Exp Date: 02/21/2020 Tukwila Business License No.: TBD Suite Number: Floor: first New Tenant: 0 Yes ..No ARCHITECT OF .RECORD Company Name: Helix Design Group Architect Name: Bruce McKean Address: 6021 12th street east, suite 201 City: Tacoma State: WA Zip: 98242 Phone: (253) 922-9037 Fax: (253) 922-6499 Email: brucem@helixdesigngroup.net ENGINEER OF RECORD Company Name: Hargis Engineers Engineer Name: Ron Eliason Address: 1201 Third Ave, suite 600 City: Seattle State: WA Zip: 98101 Phone: (206) 448-3376 Fax: Ernail: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: self funded by client Address: City: State: Zip: H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 Page 1 of 4 BUILDING PERMIT INFORMATIO1N ?6-431-3670 Valuation of Project (contractor's bid price): $ 100,000 Describe the scope of work (please provide detailed information): Tenant Improvements to existing tenant space. ChanginSfrom a Good Feet to a Jenny Craig. Updates to space include refresh of finishes etc to conform to Jenny Craig Standards. See dawings for space re -set details. Existing Building Valuation: $ Will there be new rack storage? E Yes 10.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 11 Floor 1,453 1,453 0 0 VB 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Arca (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? D Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Li Automatic Fire Alarm El ..... None CI Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Li No If "yes', attach list ofmaterials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM On -site Septic System For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. 11AApplications\ Forms -Applications On Line \2011 Applications\ Permit Application Revised - S-9-1 I .docx Revised: August 2011 Page 2 of 4 FUELIC WORKS PERMIT INFO TION — 206-433-0179 Scope of Work (please provide detailed information): NA Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..• .Tukwila 0...Water District #125 21...Water Availability Provided Sewer District • TukwiIa ...Sewer Use Certificate • Highline 0 ...Valley View 0.. Renton 0... Sewer Availability Provided • Renton .. • Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ,..Construction/Excavation/Fill - Right-of-way Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards ▪ Geotechnical Report .. • Maintenance Agreement(s) 0 _Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) .. • Right-of-way Use - Profit for less than 72 hours .. • Right-of-way Use — Potential Disturbance .. Work in Flood Zone .. • Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor 0 ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 „ Pavement Cut 0 .. Trench Excavation 0 ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding ...Backflow Prevention - Fire Protection Irrigation Domestic Water 17 0 ...Permanent Water Meter Size... WO # ..• .Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 ..• .Water Main Extension Public n Private El L__. 11 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water D ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Wa te Refun Name: Day Telephone: Mailing Address: City State Zip H:\AppIica1ons\Farms-Applicalions On Line\ 2011 Applications‘Pertnit Application Revised - 8-9-11.doex Revised: August 2011 Page 3 of 4 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. Thc Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 1053.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNERHORIZED A Signature: Print Name: Tracy Taylor - Helix Design Mailing Address: 6021 12th street east, suite 201, Date: 01/10/2019 Day Telephone: (253) 922-9037 Tacoma WA 98242 City Stale Zip HAApplicationsaForms-Applications On Linek2011 ApplicationsaPerrnit Application Revised - 8-9-1140ex Revised: August 2011 Page 4 of 4 DESCRIPTIONS ' PermitTRAK ACCOUNT QUANTITY , PAID $2,648.81 D19-0013 Address: 17055 SOUTHCENTER PKWY Apn: 2623049070 $2,648.81 DEVELOPMENT $2,571.64 PERMIT FEE R000.322.100.00.00 0.00 $1,543.42 PLAN CHECK FEE R000.345.830.00.00 0.00 $1003.22 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.0O TECHNOLOGY FEE 577.17 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16454 t. R000.322.90 .04.00 0.00 1 $77.17 $2,648.81 Date Paid: Friday, January 11, 2019 Paid By: HELIX DESIGN GROUP,INC Pay Method: CHECK 25598 Printed: Friday, January 11, 2019 9:56 AM 1 of 1 SYSTEMS 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 Permit Inspection Request Line (206) 438-9350 Projectµ Type of Inspection: Address: f oSS� ©ate Called: Speciallnstructions: C3at Wanted: a.rn. Requester: Phone No: �,'► - t pproved per applicable codes. ENTS: Corrections required prior to approval. nspector: REINSPECTION FEE'REt1UIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Cr - 'N Type of tn�vsa: fpec 7 �� Addr s: E?at Called: Instructions: anted: zzSpecial ! a.rn. Requester: Phone No: proved per applicable codes. Corrections required prior to approval, COMMENTS • ( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, Lock 13ox SPECTION RECORD Retain a copy with permit INSPECTIO) NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 43'I-3670 Permit Inspection Request Line (206) 438-9350 D19 -COS 3 Proct: „ -Type nspeiion_ Address / 7C3 ✓ !1 Date Called: S ecial Instructions: P ate anted: --•--�: Re ter: Phone No: �s--7777 ', Approved per applicable codes. COMMENTS Corrections required prior to approval. t 4L)d 2f*zb4kr nspect0 Date: REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. QEM COORD COPY Ci PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0013 DATE: 1/11/19 PROJECT NAME: JENNY CRAIG SITE ADDRESS: 17055 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building ivision Ikliv0 1141(1z Works Fire Prevention Structural Planning Division Permit Coordinator II 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 1/15/19 Structural Review Required REVIEWER'S NITIALS: DATE: P APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 2/12/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire 0 Ping E PW D Staff Initials: 12/18/2013 Floino Espafiol Conta0 Safety & Health Claims & Insurance 1 Washington State Department of Labor & Industries (Search L &I AZ I uclex Help Workplace Rights Trades & Licensing J C RICHARDS CONST CO INC Owner or tradesperson Principals RICHARDS, JOHN CHRISTIAN, PRESIDENT RICHARDS, KATHLEEN DENICE, VICE PRESIDENT Doing business as J C RICHARDS CONST CO INC WA UBI No. 601 722 012 120 N TACOMA AVE TACOMA, WA 98403 253-838-6206 PIERCE County Business type Corporation Governing persons JOHN CHRISTIAN RICHARDS GERALD RICHARDS; LINDA RICHARDS; ROBERT TODD RICHARDS; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. JCRICCC042L6 Effective — expiration 06/26/1996— 03/ 2021 Bond Lexon Ins Co Bond account no. 9812868 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 04/25/2012 06/17/2012 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000,00 Policy no. BKS 54795221 Received by L&I Effective date 09/17/2018 10/22/2014 Expiration date 10/22/2019 Insurance history Help us improve Savings No savings accour Is during the previous 6 yerertperiod. Lawsuits against tire bond or savings 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 other agencies. License Violations — No license violations during the prevlous 6 year period. Workers' c8rmp 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 914,361-00 Doing business as J C RICHARDS CONSTRUCTION Estimated workers reported Quarter 4 of Year 2518 "11 to 20 Workers" L&I account contact T4 / SYDNEY RAVES (360)902-4659 - Email: RAVS235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have be issued against this contractor. Contractors not allowed to bid No debarments ha . e been issued against this contractor. Workplace :,;afety and health No inspections durir ,g the previous 6 year period. ('.) Washington State Dept. of Labor & industries. Use of this site is subject to the laws of the state of VVashington. Help us improve D � a [M jr a R�] DD M Q) W M W FR IM =T PARKWAY VILLAGE 17055 SOUTHCENTER PKWY TUKWILA, WA 98188 PERMIT SET CLIENT ARCHITECT MECHANICAUELECTRICAUPLUMBING JENNY CRAIG HELIX DESIGN GROUP, INC. 14ARGIS ENGINEERS 5770 FLEET ST. 6021 I2th STREET EAST SUITE .1 1201 THIRD AVENUE, SUITE 600 CARLSBAD, CA g2008 TACOMA, WASHINGTON 9B424 SEATTLE, WASHINGTON g8101 CONTACT: GLENN FULLAWAY CONTACT: MATT EBERSOLE CONTACT: RON ELIASON ,. PHONE: (760) 696-4836 PHONE: (253) 922-g037 PHONE (206) 448-3376 FAX: (253) q22-64gq SYMBOLS BUILDING SECTION SECTION LETTER IOA SHEET NUMBER NkV WALL SECTION SECTION NUMBER IOA SHEET NUMBER GRID LINE DESIGNATION C.0.5. = center of structure a F.O.S. = face of structure (E) =existing Ol F.os. _ I _ F.os' 01 I A DETAIL DETAIL NUMBER _ 3A 3A 72 72 SHEET NUMBER —. INTERIOR ELEVATION ELEVATION NUMBER SHEET NUMBER DOOR DOOR NUMBER RELITE RELITE NUMBER REVISION REVISION MATCHLINE NORTH ARROW 3A 6D<�6A 3D o RI00 I MATCHLINE I em 1 11111 a NORTH AREA M A P NORTH 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 T14E 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 IXISTING 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 PROJECT INFORMATION TENANT SPACE FLOOR AREA FLOOR AREA 1,453 50. FT. ZONING INFORMATION ZONING - CITY OF TUKWILA MUNICPAL CODE TUC -CC TUKWILA URBAN CENTER - COMMERCIAL CORRIDOR PARCEL NUMBER 262304go6q, gO70, g071 LAND USE PERMITTED USE B-BU51NE55 GOVERNING CODE CITY OF TUKWILA MUNICPAL CODE N.T.S. SHEET INDEX SEPARATE PERMIT GENERAL DRAWINGS REWRED FOR: Mecflanical GOOI COVER SHEET P-Eieotricel 0""Plumbing G002 GOIO SITE PLAN DESCRIPTION OF WORK PIC," piping CityotTukwNa ARCHITECTURAL DRAWINGS BUILDING DIVISION At SYMBOL5 LEGEND AND FINISHES A2 JOB NOTES AND SPECIFICATIONS A3 ACCE551BILTY STANDARDS A4 FLOOR PLAN REFLECTED CEILING PLAN _A5 APPI3®VEDA6 FURNITURE AND FINISHES PLAN ELEVATIONS n be ins ftto theseA7 A8 RE5TROOf1 ELEVATIONS approval from theAq SECTIONS AND DETAILS ivision of DCDAIO =Appmved DETAILS1' S„ c: �soH DEFERRED SUBMITTALS FIRE PROTECTION DRAWINGS PLUMBING DRAWINGS FIRE PROTECTION PERMITTING TO BE PLUMBING DRAWINGS ARE DEFERRED TO DEFERRED TO CONTRACTOR'S BIDDER A FUTURE SUBMITTAL. DESIGN SUBMITTAL ELECTRICAL DRAWINGS MECHANICAL DRAWINGS MECHANICAL DRAWINGS ARE DEFERRED TO A FUTURE SUBMITTAL. 5134 REGISTERED ARCH BRUC MCKEAN STATE OF WASHINGTON HELIX DESIGN GROUP, INC No changes shall, be made to tharticope of work witnout prior approval Of the Tukwila Building Division ITDI E. Revisions willrequire a new plan CODE INFOR M A T 10 N tuillauttal and may include additional plan review, GOVERNING CODE 2015 INTERNATIONAL BUILDING CODE (IBC) WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) WASHINGTON STATE AMENDMENTS ,- 2015. WASHINGTON STATE ENERGY CODE (WSEC) 2015 UNIFORM PLUMBING CODE .(UPC) OCCUPANCY GROUPS IBC CHAPTER 3 M - MERCANTILE CONSTRUCTION TYPE IBC TABLE 503 VB FIRE SPRINKLERS IBC CHAPTER q EXISTING (FULLY SPRINKLERED) FIRE ALARM AND SMOKE DETECTION .JENNEY CRAIG IBC CHAPTER q EXISTING REVIEWED FOR CODE COMPLIANCE OCCUPANT LOAD APPROVED IBC TABLE.1004.1.2 TENANT SPACE 25 OCCUPANTS FEB Ol 2019 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON UK TOILET FIXTURE REQUIREMENTS I City Of Tukwila IBC TABLE 2g02.1 It BUILDING DIVISION REVISION DATE REQUIRED WATER CLOSET5:I PER 500 LAVATORIES: I PER 750 FIXTURES PROVIDED I WATER CLOSET I LAVATORY EXITING REQUIREMENTS EVERY SPACE THAT I5 AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE SPACE POSTED IN A CONSPICUOUS PLACE ON AN APPROVED SIGN NEAR THE MAIN EXIT DATE JOB N0. OR EXIT ACCESS DOORWAY FROM THE SPACE. - IBC 1004.3 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRE55 SIDE WITHOUT THE USE 01,11.19 ai8-177 OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. - IBC 1008.1.8 PERMIT PHASE ACCESS TO EXITS SHALL BE MARKED BY APPROVED, READILY VISIBLE 51GNAGE IN ALL CASES WHERE EXIT WAY TO REACH THE EXIT IT 15 NOT READILY APPARENT TO THE RECEIVED OCCUPANTS. - NFPA101 7.10.1.5.1 CITY OF TUKWILA ACCESSIBILITY JAN 1 12019 GROUP B AND GROUP M OCCUPANCIES SHALL BE (HANDICAP) ADA ACCESSIBLE. GOO WHEN A BUILDING, OR A PORTION OF A BUILDING,. 15 REQUIRED TO BE ACCESSIBLE, AN PERMIT CENTER ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE.BUILDING, TO ACCESSIBLE BUILDING ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY. IBC 1104.3 _ DRAWING NO 0 HELIX DESIGN GROUP INC.: m o 11M1 J 1 YMPeCe rbY anY ll oul Permvz g I ngn Croup A 2 . ..... . .. ..... 3 4 5 ISEPVICj DRIVE Fl A�W WALK E=11 B I C D E F I G IH K PROJECT LIMIT LINE PER CITY OF TUKWILA ORDINANCE 1237 — — - — — - — — - — — - — — - — EMPLOYEE PARKING SERVICE LOADING SERVICE DRIVE SERVICE LOADING . ............ =—' U-i o o EXISTING PARKING 0 LOT/DRIVEWAY I ro a 9k Hellim design orc>t-jtD 2 0 AMERICAN INSTITUTE OF ARCHITECTS 5134 REEGGISTERED AR 3 OR C Mc EAN STATE OF WAS INGTO 4 9 6 rum— rA I H ur I KAVtL 7 SITE PLAN L L L 7 ---------- ---- — --- ---- ..... .... ... .. I L L ]i .......... LANDSCAPING I LANDSCAPING LANDSCAPING LANDSCAPING 8 9 10 do A WALK WALK JENNEY CRAIG SOUTHCENTER PARKWAY 8 1 7055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE REVIEWED FOR CODE COMPLIANCE 5 20 APPROVED 6mmmFllll19 FEB 012019 NORTH 0' 10, 40' SCALE I" - 20' City Of TukwIIa BUILDING DIVISION DATE JOB No. 01.11.19 a18-177 PERMIT PHASE RECEIVED -D CITY OF TUKWILA JAN. 1 12019 Ouk 5 10 G002 PERIMIT CENTER DRAWING NO. C D E F G K Helix D1�191,, Group: All li'h�'s resemd� A I B I C I D I E I F I G I H I J I K DESCRIPTION OF WORK DESCRIPTION OF WORK: it, TENANT'S RESTORATION OBLIGATION. UPON THE EXPIRATION OR TERMINATION OF THIS LEASE, TENANT SHALL NOT BE OBLIGATED TO REMOVE A. CORE IMPROVEMENT TO EXISTING BUILDING WITH ASSOCIATED DEMOLITION WORK. (I) TENANT'S CONTRACTOR SHALL STORE ALL CONSTRUCTION MATERIALS AND CONTAIN ALL OPERATIONS WITHIN THE PREMISES AND SUCH ANY PORTION OF THE TENANT IMPROVEMENTS FROM THE PREMISES. IN THE EVENT OF A14Y CONFLICT OR INCONSISTENCY BETWEEN THE TERMS B, REFER ALSO TO EXHIBIT 'C' (BELOW). WORK DESCRIBED AS "LANDLORD'S WORK" 15 THE RESPONSIBILITY. OF THE CONTRACTOR AND MAY OR 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 NAVE THE RIGHT TO REASSIGN SUCH . AND PROVISIONS OF T14I5 PARAGRAPH II AND THE REMAINDER OF T1415 LEASE, THE TERMS AND PROVISIONS OF T14I5 PARAGRAPH 11 WILL GOVERN AND CONTROL. MAY NOT BE INDICATED ELSEWHERE IN THESE DOCUMENTS. PLEASE REVIEW CAREFULLY. SPACE AND REQUIRE TENANT'S CONTRACTOR TO MOVE ITS MATERIALS AND/OR OPERATIONS TO SUCH OTHER SPACE AS DIRECTED FROM TIME C. PROVIDE ALL WORK REQUIRED TO COMPLETE THE PROJECT AS SHOWN IN THE CONTRACT DOCUMENTS TO TIME. TENANT SHALL PROMPTLY MOVE TO SUCH OTHER SPACE AS DIRECTED AND SHALL TAKE ALL STEPS NECE55ARY TO AVOID 12. AS-BUILT5. UPON COMPLETION OF THE TENANT IMPROVEMENTS, TENANT'S CONTRACTOR SHALL SUBMIT TO LANDLORD'S INTERFERENCE OR DELAYS WITH OTHER WORK. ALL TRASH, CONSTRUCTION DEBRIS AND SURPLUS CONSTRUCTION MATERIALS SHALL BE CONSTRUCTION REPRESENTATIVE: (1) COPIES OF. ALL A5-BUILT CONSTRUCTION DOCUMENTS AND SPECIFICATIONS (OR MARKED -UP D. SELECTIVE BUILDING DEMOLITION AS SHOWN IN THE CONTRACT DOCUMENTS. PROMPTLY REMOVED FROM THE BUILDING SITE. CONSTRUCTION DRAWINGS) INDICATING RECONFIGURATION OF THE PREMISES, INCLUDING CHANGES TO THE MECHANICAL, ELECTRICAL, E. THE CONTRACTOR 15 RESPONSIBLE FOR THE DESIGN, ENGINEERING, PERMITTING, AND CONSTRUCTION OF PLUMBING AND FIRE SPRINKLER ARCHITECTURAL, PLUMBING, CABLING, SPRINKLER AND FIRE ALARM, AS APPLICABLE, AND (11) ORIGINAL PERMIT WITH IN5PECTOR(S) FINAL WORK REQUIRED TO COMPLETE THE PROJECT. .T HE OWNER/LANDLORD WILL CONTRACT FOR MECHANICAL AND ELECTRICAL WORK. (I) SECURITY OF. TOOLS, EQUIPMENT AND MATERIALS 15 THE RESPONSIBILITY OF THE TENANT'S CONTRACTOR ACCEPTANCE. CONTRACTOR 15 RESPONSIBLE TO COORDINATE THE WORK OF THESE CONTRACTORS. (LA TENANT'S CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL PARK IN AREAS AS DESIGNATED BY THE 13, LEGAL TITLE. LEGAL TITLE TO ALL TENANT IMPROVEMENTS SHALL IMMEDIATELY VEST IN LANDLORD UPON SUBSTANTIAL COMPLETION F. ALL SITE CONDITIONS AND CONTRACT DOCUMENTS SHALL HAVE BEEN EXAMINED BY THE CONTRACTOR PRIOR TO BIDDING. THE 'S LANDLORDPROPERTY MANAGER. THEREOF. CONTRACTOR UNDERSTANDS DOCUMENTS AND THE QUALITY AND QUANTITIES OF MATERIALS TO BE PROVIDED. G. PERMITS AND FEES: CONTRACTOR 544ALL PAY FOR ALL PERMITS ASSOCIATED WITH PLUMBING AND FIRE SPRINKLER SYSTEMS. (1) TENANT'S CONTRACTOR OR SUBCONTRACTORS SHALL NOT POST SIGNS ON ANY PART OF T14E BUILDING, BUILDING 14. NO LANDLORD LIABILITY. THE LANDLORD SHALL NOT BE LIABLE FOR ANY INJURY, LOSS OR DAMAGE TO ANY PERSON (INCLUDING DEATH) OR. SITE OR THE PREMISES. 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, HIk�L_ AND ANY COSTS OR CHARGES (INCLUDING, WITHOUT LIMITATION, REASONABLE ATTORNEY'S FEES AND COURT COSTS) WHICH THE LANDLORD'S WORK AND TENANT'S WORK (m) DURING CONSTRUCTION OF THE TENANT IMPROVEMENTS, THE PREMISES SHALL BE OPEN DURING WORKING HOURS FOR INSPECTION BY THE LANDLORD MAY INCUR ON ACCOUNT OF ANY SUCH INJURY, LOSS OR DAMAGE. TENANT'S CONTRACTOR SHALL CARRY COMMERCIAL GENERAL LANDLORD'S CONSTRUCTION REPRESENTATIVE AND PROPERTY MANAGER. UPON COMPLETION OF THE TENANT IMPROVEMENTS, THE LANDLORD'S LIABILITY INSURANCE WHICH 514ALL INCLUDE COVERAGE OF THE FOREGOING CONTRACTUAL LIABILITY, LANDLORD'S COLLECTION RIGHTS TO ANY 1. LANDLORD'S WORK LANDLORD SHALL PERFORM THE FOLLOWING WORK (®LANDLORD'S WORK") AT ITS SOLE COST AND EXPENSE: CONSTRUCTION REPRESENTATIVE AND PROPERTY MANAGER SHALL PERFORM A FINAL INSPECTION FOR CONFORMANCE OF THE IMPROVEMENTS TO AMOUNTS DUE SHALL BE DEEMED THE SAME AS FOR ADDITIONAL RENT UNDER THE LEASE. THE BUILDING STANDARDS. ON OR BEFORE THE LEASE DATE, LANDLORD WILL PROVIDE TENANT WITH AN ASBE5105 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; (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 T14E: BUILDING. IF THERE SHALL BE ANY SUCH ON OR BEFORE THE LEASE DATE, LANDLORD WILL PROVIDE TENANT WITH AN HVAC REPORT DATED JULY 31, 2018 AND WILL PROVIDE A STOPPAGE OR IMPAIRMENT AS THE RESULT OF ANY SUCH LABOR DISPUTE, TENANT SHALL IMMEDIATELY UNDERTAKE SUCH ACTION AS MAY BE b-MONTH WARRANTY ON THE HVAC SYSTEM SERVING THE PREMISES. LANDLORD WILL BE RESPONSIBLE FOR ALL NECESSARY REPAIRS AND NECESSARY TO ELIMINATE SUCH DISPUTE OR POTENTIAL DISPUTE, INCLUDING, WITHOUT LIMITATION, (A) REMOVING ALL DISPUTANTS FROM THE 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 JOB SITE UNTIL SUCH TIME AS THE LABOR DISPUTE NO LONGER EXISTS, (B) SEEKING A TEMPORARY RESTRAINING ORDER AND OTHER REPLACEMENT 15 DEEMED NECE55ARY IN TENANTS REASONABLE DISCRETION) THE HVAC SYSTEM SERVING THE PREMISES. INJUNCTIVE RELIEF WITH REGARD TO ILLEGAL UNION ACTIVITIES OR A BREACH OF CONTRACT BETWEEN TENANT AND TENANTS CONTRACTOR, AND (C) FILING APPROPRIATE UNFAIR LABOR PRACTICE CHARGES. 2. TENANT'S WORK. IN CONNECTION WITH ITS INITIAL OCCUPANCY OF THE PREMISES, AND SUBJECT TO LANDLORD'S REIMBURSEMENT A5 AND TO THE EXTENT SET FORTH BELOW, TENANT MAY PROVIDE THE TENANT IMPROVEMENTS DESCRIBED AND DEFINED BELOW. 8. LIENS- TENANT SHALL KEEP THE PREMISES AND THE BUILDING FREE AND CLEAR OF LIENS OF ANT 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 3. REIMBURSEMENT QE-TENANT IMPROVEMENT ALLOWANCE. TENANT SHALL BE ENTITLED TO REIMBURSEMENT OF 1T5 HARD AND SOFT C05T5 REMOVE SUCH LIENS OR TO PROVIDE A BOND (OR OTHER SECURITY ACCEPTABLE TO LANDLORD AND ITS LENDER) IN THE AMOUNT OF THE LIEN ACTUALLY INCURRED TO PERFORM THE TENANT IMPROVEMENTS, UP TO A MAXIMUM TOTAL OF $15,000.00 (THE OTENANT IMPROVEMENT CLAIM INDEMNIFYING LANDLORD AS SECURITY FOR THE REMOVAL OR CERTIFICATION THEREOF. c. TENANT AGREES TO HOLD HARMLESS AND ALLOWANCE"), UNDER THE CONDITIONS SET FORTH .BELOW, BUT PAYMENT OR NONPAYMENT THEREOF SHALL NOT RELIEVE TENANT OF ITS INDEMNIFY LANDLORD IN THE EVENT OF ANY BREACH OF TENANT'S OBLIGATIONS, .AND UPON 'COMPLETION OF THE TENANT IMPROVEMENTS, RESPONSIBILITY TO PAY FOR ALL COSTS THEREOF. IF TENANT 15 NOT THEN IN UNCURED DEFAULT UNDER THIS LEASE, LANDLORD SHALL SHALL PROVIDE WRITTEN LIEN RELEASES FROM ALL CONTRACTORS, SUPPLIERS, AND LABORERS, MECHANICS, OR OTHER MATERIALMEN REIMBURSE THE TENANT IMPROVEMENT ALLOWANCE WITHIN THIRTY (BO) DAYS AFTER FINAL COMPLETION OF THE WORK AND RECEIPT BY PROVIDING MATERIALS, LABOR, OR SERVICES TOWARD SUCH TENANT IMPROVEMENTS. 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 q CONSTRUCTION INSURANCE. DURING CONSTRUCTION, TENANT OR ITS CONTRACTOR SHALL PROCURE AND MAINTAIN IN EFFECT THE FOLLOWING ALLOWANCE AFTER SATISFACTION OF THE PRECONDITIONS SET FORTH ABOVE BY THE FIRST (IST) ANNIVERSARY OF THE DATE INITIAL POSSESSION OF THE PREMISES WAS DELIVERED BY LANDLORD TO TENANT, TENANT SHALL BE CONCLUSIVELY DEEMED TO HAVE WAIVED ANY INSURANCE COVERAGES WITH AN INSURANCE COMPANY OR COMPANIES AUTHORIZED TO DO BUSINESS IN THE STATE OF WASHINGTOFH RIGHT TO RECEIVE THE TENANT IMPROVEMENT ALLOWANCE. TENANT 15 REQUIRED TO INSTALL CHANNEL LETTER 51GNAGE MEETING LANDLORD'S SIGNAGE CRITERIA AND USING A LANDLORD APPROVED VENDOR. (a) WORKMEN'S COMPENSATION - STATUTORY LIMITS FOR THE STATE OF WASHINGTON, TOGETHER WITH CALL STATES," OVOLUNTARY COMPENSATION" AND @FOREIGN COMPENSATION" COVERAGE ENDORSEMENTS; 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, (b) EMPLOYER'S LIABILITY INSURANCE WITH A LIMIT OF NOT LESS THAN $500,000.00; ENGINEERING AND OTHER DESIGN FEES SHALL BE PAID BY TENANT. TENANT SHALL USE ITS ARCHITECT, ENGINEERS AND OTHER DESIGN PROFESSIONALS, ALL OF WHOM SHALL COMPLY WITH ANY APPLICABLE LICENSING OR GOVERNMENTAL REQUIREMENTS OF THE CITY OF SEATTLE (c) COMMERCIAL GENERAL LIABILITY - AT LEAST $1,000,000 COMBINED SINGLE UNIT, INCLUDING %PERSONAL INJURY, CONTRACTUAL AND AND THE STATE OF WASHINGTON. TENANT SHALL PROVIDE TO LANDLORD. ITS PLANS FOR ANY DESIRED IMPROVEMENTS IN FORM SUITABLE FOR PRODUCTS/COMPLETED OPERATIONS LIABILITY NAMING LANDLORD AND TENANT AS ADDITIONAL INSURED. COVERAGE MUST BE PRIMARY AND PERMIT APPLICATION (COLLECTIVELY, THE @WORKING DRAWINGS'). THE WORKING DRAWINGS SHALL INCLUDE ARCHITECTURAL, STRUCTURAL, NON-CONTRIBUTING AND INCLUDE THE FOLLOWING: PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION DRAWINGS AS 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. (i) PREMISES - OPERATIONS (II) ELEVATORS AND HOISTS (III)INDEPENDENT CONTRACTOR (iv) CONTRACTUAL LIABILITY ASSUMED UNDER THE CONSTRUCTION CONTRACT 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 (v) COMPLETED OPERATIONS - PRODUCTS REASONABLY SATISFACTORY TO LANDLORD. TENANT'S CHOICE OF SUBCONTRACTORS SHALL 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 (vi) EXPLOSION, UNDERGROUND AND COLLAPSE (XUC) COVERAGE APPROVAL. ALL TENANT IMPROVEMENTS SHALL BE COMPLETED UNDER THE SAME GENERAL CONTRACTOR (@CONTRACTOR") UNLE55 OTHERWISE AGREED BY TENANT. ALL CONTRACTS BETWEEN TENANT AND TENANT'S CONTRACTORS) FOR THE IMPROVEMENTS SHALL CONTAIN A PROVISION (d) AUTOMOBILE LIABILITY - INCLUDING OWNED, HIRED AND NON -OWNED LICENSED VEHICLES USED IN CONNECTION WITH PERFORMANCE OF THE REQUIRING THE CONTRACTOR TO NOTIFY LANDLORD IMMEDIATELY IN WRITING IF TENANT FAILS TO PAY SUCH CONTRACTOR ACCORDING TO THE CONSTRUCTION WORK OF AT LEAST: $1,000,000 PER OCCURRENCE, $3,000,000 GENERAL AGGREGATE (INCLUDING UMBRELLA LIMITS). COVERAGE TERMS OF THE CONTRACT. TENANT SHALL OBTAIN AT ITS SOLE COST AND PROVIDE TO LANDLORD PAYMENT AND PERFORMANCE BOSS FOR MUST INCLUDE THE FOLLOWING: ALL IMPROVEMENTS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AND SHALL FURTHER PROVIDE LANDLORD WITH: (i) OWNED VEHICLES (11) LEASED VEHICLES (111) HIRED VEHICLES (a) CONTRACTOR'S STATE CONTRACTOR REGISTRATION NUMBERS; (iv) NON -OWNED VEHICLES (b) COMPLETE LIST OF SUBCONTRACTORS WITH NAME, TELEPHONE NUMBER, ADDRESS AND CONTACT NAME; (C) A SET OF WORKING (e) PROCURE OR CAUSE CONTRACTOR TO PROCURE AND MAINTAIN INSTALLATION FLOATER INSURANCE TO PROTECT AGAINST THE RISK OF DRAWINGS APPROVED BY THE MUNICIPALITY ISSUING THE BUILDING PERMIT; PHYSICAL DAMAGE UNTIL ACCEPTANCE OF THE CONSTRUCTION WORK; (d) A COPY OF THE BUILDING PERMIT; AND (f) FURNISH THE. LANDLORD WITH CERTIFICATES OF INSURANCE EVIDENCING SUCH COVERAGE PRIOR TO THE COMMENCEMENT OF THE. (e) COPIES OF BONDS IN PLACE, IF REQUIRED BY LANDLORD, CONSTRUCTION WORK. ALL INSURANCE SHALL BE CARRIED IN COMPANIES REASONABLY ACCEPTABLE TO THE LANDLORD, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, TENANT AND TENANTS CONTRACTOR SHALL ATTEND A PRECONSTRUCTLON MEETING WITH (g) THE FOLLOWING STATEMENT SHALL APPEAR IN EACH CERTIFICATE OF INSURANCE PROVIDED LANDLORD BY LANDLORD'S CONSTRUCTION REPRESENTATIVE AND/OR PROPERTY MANAGER. b. WORK SCHEDULE TENANT WILL PROVIDE A DRAFT WORK SCHEDULE TO LANDLORD SEVEN (7) DAYS PRIOR TO COMMENCEMENT OF TENANT HEREUNDER: CONSTRUCTION. THE WORK SCHEDULE 15 SUBJECT TO LANDLORD'S REASONABLE APPROVAL. "IT 15 AGREED THAT IN THE EVENT OF ANY MATERIAL CHANGE IN, CANCELLATION OR NON -RENEWAL OF THIS POLICY, THE COMPANY SHALL 7. CONSTRUCTION WORK AND COSTS. TENANT SHALL COMPLETE ALL TENANT IMPROVEMENTS A7 TENANT'S SOLE RISK, COST AND EXPENSE. THE ENDEAVOR TO GIVE YEN (10) DAYS PRIOR NOTICE TO CLANDLORDI" 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 (h) DURING CONSTRUCTION OF THE TENANT IMPROVEMENTS, BOTH PARTIES SHALL GIVE PROMPT NOTICE TO THE OTHER OF ALL LOSSES, 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 DAMAGES, OR INJURIES TO ANY PERSON OR TO PROPERTY OF TENANT, LANDLORD OR THIRD PARTIES. LANDLORD OR TENANT SHALL TO BE UNREASONABLY WITHHELD, DELAYED, OR CONDITIONED. IF, AT ANY TIME PRIOR TO COMPLETION OF THE IMPROVEMENTS, TENANT OR PROMPTLY REPORT TO THE OTHER ALL SUCH CLAIMS OF WHICH THAT PARTY HAS NOTICE, WHETHER RELATED TO MATTERS INSURED OR TENANT'S CONTRACTOR REQUESTS A CHANGE ORDER OR ORDERS, WHICH IN THE AGGREGATE, EXCEED TEN PERCENT (10%)OF THE AMOUNT OF UNINSURED. NO SETTLEMENT OR PAYMENT FOR ANY CLAIM FOR LOSS, INJURY OR DAMAGE OR OTHER MATTER AS TO WHICH ONE PARTY MAY THE SEPARATE PAYMENT AND PERFORMANCE BOND, TENANT OR TENANT-5 CONTRACTOR SHALL OBTAIN LANDLORD'S WRITTEN HAVE AN OBLIGATION FOR ANY PAYMENT OR REIMBURSEMENT, SHALL BE MADE BY THE OTHER WITHOUT THE WRITTEN APPROVAL OF THE APPROVAL PRIOR TO THE PERFORMANCE OF THE ADDITIONAL WORK CONTEMPLATED BY SUCH CHANGE ORDER OR ORDERS. LANDLORD'S CONSENT AFFECTED PARTY; SHALL NOT BE UNREASONABLY WITHHELD, BUT IN ANY EVENT, TENANT SHALL CAUSE THE AMOUNT OF THE BONDS TO BE INCREASED TO COVER THE C05T OF THE ADDITIONAL WORK. IF TENANT OR TENANT'S CONTRACTOR FAILS TO OBTAIN LANDLORD'S CONSENT FOR THE ADDITIONAL (I) THE CARRYING OF ANY OF THE INSURANCE REQUIRED HEREUNDER SHALL NOT BE INTERPRETED AS RELIEVING THE INSURING PARTY OF ANY WORK, TENANT SHALL BE IN DEFAULT UNDER THE LEASE AND TENANT'S CONTRACTOR SHALL BE DEEMED TO HAVE WAIVED AND RELEASED ITS RESPONSIBILITY TO THE OTHER PARTY, AND THE OTHER PARTY DOES NOT WAIVE ANY RIGHTS TWAT IT MAY HAVE AGAINST THE OTHER PARTY LIEN RIGHTS FOR THE ADDITIONAL WORK FOR WHICH NO CONSENT WAS OBTAINED. THE FOLLOWING CONDITIONS DURING CONSTRUCTION OF THE AND/OR ITS REPRESENTATIVES FOR ANY EXPENSE AND DAMAGE TO PERSONS AND PROPERTY (TANGIBLE AND INTANGIBLE) FROM ANY CAUSE TENANT IMPROVEMENTS SHALL APPLY TO TENANT AND TENANT'S CONTRACTOR. WHATSOEVER WITH RESPECT TO THE INSURING PARTY'S WORK; AND (a) TENANT'S CONTRACTOR SHALL DILIGENTLY PERFORM ALL WORK IN A MANNER AND AT TIMES THAT DO NOT IMPEDE OR DFLAY LANDLORD IN (j) LANDLORD AND TENANT SHALL A5515T AND COOPERATE WITH ANY INSURANCE COMPANY IN THE ADJUSTMENT OR LITIGATION OF ALL THE COMPLETION OF ANY OTHER WORK BEING PERFORMED BY LANDLORD OR ITS CONTRACTORS TO THE BUILDING OR ANY OTHER PORTION OF CLAIMS ARISING UNDER THE TERMS OF THIS SECTION. THE BUILDING OR PROPERTY, 10. CONSTRUCTION REPRESENTATIVES. TENANT HEREBY APPOINTS GLENN FULLAWAY TO ACT ON ITS BEHALF AND REPRESENT ITS INTERESTS WITH (b) TENANTS CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO LANDLORD'S CONSTRUCTION REPRESENTATIVE OF ANY WORK TO BE DONE ON RESPECT TO ALL MATTERS REQUIRING TENANT ACTION IN THIS EXHIBIT, ALL MATTERS REQUIRING THE CONSENT, AUTHORIZATION OR OTHER WEEKENDS OR OTHER THAN NORMAL JOB HOURS, AND LANDLORD SHALL PROVIDE KEYS AND/OR SECURITY ACCESS CARDS FOR NEEDED ACTIONS BY TENANT WITH RESPECT TO MATTERS SET FORTH IN T14I5 SECTION SHALL BE IN WRITING AND SIGNED BY THE AFOREMENTIONED AFTER-HOURS ACCESS. PERSON. NO CONSENT, AUTHORIZATION, OR OTHER ACTION BY TENANT WITH RESPECT TO THE MATTERS SET FORTH IN THIS EXHIBIT SHALL BIND TENANT UNLE55 IN WRITING AND SIGNED BY THE AFOREMENTIONED PERSON. LANDLORD HEREBY APPOINTS METRO PROPERTY SERVICES TO (c) ALL DELIVERIES SHALL BE THROUGH SERVICE ENTRIES EXCEPT AS PRE -SCHEDULED FOR OVERSIZED ITEMS. CONTACT LANDLORD'S ACT ON ITS BEHALF AND REPRESENT ITS INTERESTS WITH RESPECT TO ALL MATTERS REQUIRING LANDLORD ACTION IN T14I5 EXHIBIT. ALL PROPERTY MANAGER FOR AUTHORIZATION TO ROUTE ANY LARGE EQUIPMENT OR MATERIALS THROUGH NON SERVICE AREAS. MATTERS REQUIRING THE CONSENT, AUTHORIZATION OR OTHER ACTIONS BY LANDLORD WITH RESPECT TO MATTERS SET FORTH IN T14I5 SECTION SHALL BE IN WRITING AND SIGNED BY THE AFOREMENTIONED PERSON. NO CONSENT, AUTHORIZATION, OR OTHER ACTION BY LANDLORD WITH REVIEWED FOR (d) USE OF BUILDING ELEVATORS FOR DELIVERY OF MATERIALS SHALL BE ARRANGED THROUGH LANDLORD'S PROPERTY MANAGER. RESPECT TO THE MATTERS SET FORTH IN T14I5 EXHIBIT SHALL BIND LANDLORD UNLESS IN WRITING AND SIGNED BY THE AFOREMENTIONED CODE COMPLIANCE ELEVATOR PADS SHALL BE USED AT ALL TIMES DURING CONSTRUCTION. IN BUILDINGS WITH SERVICE ELEVATORS, MOVEMENT OF ALL TOOLS, PERSON. APPROVED 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. FEB Oi 2019 (f) THE COMMON AREA SHALL BE KEPT CLEAN AT ALL TIMES. THE PREMISES SHALL BE MAINTAINED IN A CLEAN AND ORDERLY CONDITION. . Clty of Tukwila - BUILDING DIVISION (g) TENANT'S CONTRACTOR TO COORDINATE ALL INTERRUPTIONS TO THE FIRE ALARM AND SPRINKLER SYSTEMS WITH LANDLORD'S CONSTRUCTION REPRESENTATIVE TWENTY-FOUR (24) FIOUR5 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 FLOUR SLAB. LANDLORD'S APPROVAL SHALL NOT RELIEVE TENANT OR TENANT'S CONTRACTOR FROM RESPONSIBILITY ACCEPT THE RECEIVED FOR DAMAGE TO LA14DLORDIS AND/OR. OTHER TENANT'S PREMISES BECAUSE. OF SUCH PENETRATION. TENANT'S CONTRACTOR SHALL PREMISES PRIOR TO STARTING ANY TRENCHING OPERATIONS. ANY ROOF PENETRATION OR MODIFICATION TO THE BUILDING STRUCTURE SHALL K ID CITY OF TUKWILA BE COMPLETED BY THE LANDLORD'S DESIGNATED CONTRACTOR AT THE TENANTS EXPENSE AND ONLY AFTER RECEIVING PRIOR WRITTEN 9 APPROVAL FROM THE LANDLORD'S CONSTRUCTION REPRESENTATIVE. LANDLORD'S APPROVAL SHALL NOT RELIEVE TENANT. OR. TENANT'S I i 20t9 CONTRACTOR FROM RESPONSIBILITY FOR DAMAGE TO LANDLORD'S AND/OR OTHER TENANT'S. PREMISES BECAUSE OF 5UCH WORK. MIT PERMIT CENTER 5134 RA EEGIISTERED 3 BRUC MCKEAN STATE OF WASHINGTON 4 R 1✓1 DESCRIPTION OF 7 WORK JENNEY CRAIG 8 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE 9 DATE JOB NO. 01.11.19 a18-177 PERMIT PHASE W G010 DRAWING NO. A I B I C I D E I F I G I H I J I K © Helix Design Group: All rights reserved. � aan al im: ao�em may � :ep<oau<ea n a"r ronn ": M airy m o� xiM1dA pmm'sson o xrlig cram kpx Design Grovp A I B I C ( D I E I F SYMBOL LEGEND - FINISHES WALLS EXISTING DEMISE PARTITION. FLOOR COVERING WOOD (VINYL) FLOORING: NATURELLE, PERSIAN WALNUT (D-51), LONG PLANK 7" X 48"i: COLOR: WARM BROWN. T .'w'LEsV~~k NEW CEILING HEIGHT PARTITION - REFER TO DETAIL #30. - yCs - ARMSTRONG CONNECTION #51946 GENETIAN BLUE, INSTALLED IN FOOD ROOM AND SERVICE SINK AREA ® 3-5/8" FULL HEIGHT METAL STUD WALL, IF SHEET VINYL IS NOT REQUIRED BY LOCAL CODE TILES TO BE SEALED AND WAXED. ccce�cce. PRE -FABRICATED WALLS (TO BE SUPPLIED It INSTALLED BY OTHERS). WALL BASE: JOHNSONITE TIGHTLOCK RESILIENT #69 STERLING SILVER. REST ROOM FLOOR TILE: M5 INTERNATIONAL,POLISHED GRANITE FLOOR TILE, 12" X 12°, COLOR: ABSOLUTE ELECTRICAL BLACK (UNLESS SHEET VINYL 15 REQUIRED BY CODE) WITH GROUT 70 MATCH. (Ih DUPLEX ELECTRICAL OUTLET 18° A.F.F., MEASURED TO THE CENTER OF OUTLET. 1T USE SCHLUTER DILEX-AHK SATIN ANODIZED ALUMINUM 3/8 IN. X 8 FT. 2-I/2 IN. METAL COVE -SHAPED TILE G 20 AMP DEDICATED CIRCUIT WITH ISOLATED GROUND FOR A COMPUTER AND PRINTER. BOTH OUTLETS EDGING TRIM TO COVE FROM FLOOR TILE TO WALL TILE. TO BE ON THE SAME CIRCUIT. SEAMLESS COMMERCIAL SHEET VINYL , COLOR: BLACK WITH 4" HIGH CONTINUOUS COVE BASE WITH BRUSHED SINGLE ELECTRICAL DEDICATED 20 AMP CIRCUIT, 110 VOLT, NEMA 5-20R (CRITICAL) LOCATED 18" ALUMINUM METAL CAP. INSTALLED IN FOOD ROOM, REST ROOMS AND SERVICE SINK AREA ON AEQUIRED BY 2 D AXY FOR TRUE FREEZERS OR 93" A.F.F. FOR 7RAULSEN AND OTHER BRANDS. ELECTRICIAN 544ALL LOCAL CODE VERIFY OUTLET CONFIGURATION. CEILING D 20 AMP QUAD DEDICATED CIRCUIT LOCATED FLUSH (NOT SURFACE MOUNTED) IN THE CENTER OF THE TELEPHONE BOARD. SEE TELEPHONE SPECIFICATIONS ON SHEET A-2. INSTALL GFI IF OUTLET 15 WITHIN ACOUSTICAL CEILING T-BAR GRID AND ACOUSTICAL LAY -IN TILE 70 BE BUILDING STANDARD THROUGHOUT AT 10'-0" A.F.F. EXCEPT AT RE5TROOM5 AND SERVICE SINK AREA. 51X FEET OF SERVICE SINK. _ CEILING T-BAR GRID AND 5CRUBBABLE (IF REQUIRED) LAY -IN TILE AT 10'-0" A.F.F. AT FOOD ROOM FOURPLEX ELECTRICAL OUTLETS IS" A.F.F., MEASURED TO THE CENTER OF THE OUTLET. DRYWALL CEILING AT RESTROOMS AND SERVICE SINK AREA (IF REQUIRED) AT 8'-0" A.F.F. TO RECEIVE PAINT, O DEDICATED 20 AMP CIRCUIT FOR WATER HEATER, HEATER TO BE HARD WIRED. SIZE AS REQUIRED. WALL FINISHES ESP LOCATION FOR FULLY RECESSED ELECTRICAL SUB -PANEL. - PAINT: o P-I: SHERWIN WILLIAMS COLOR SW 7666 FLEUR DE 5EL„ EGGSHELL FINISH, ALL WALLS. EXCEPT EXCEPT WALL 3 DUPLEX OUTLET FOR TELEVISION LOCATION. INSTALL CENTERLINE OF TV AND ELECTRICAL OUTLET AT BEHIND THE RECEPTION DESK AND REST ROOM. OTV +69" A.F.F. P-2_ BENJAMIN MOORE COLOR BM 2066-30 BIG COUNTRY BLUE ON ACCENT WALL BEHIND THE RECEPTION DESK SINGLE POLE LIGHT SWITCH. (REFER TO PAINT PLAN). LIGHTING )'_3: 5HERWIN-WILLIAMS SW 7076, COLOR: CYBERSPACE. ON REST ROOM WALLS ABOVE T14E TILE. RELOCATION OF EXISTING 2' X 4' LAY -IN LIGHT FIXTURES. FIXTURES ARE SPLIT, IF REQUIRED BY CODE DOOR5 TO HAVE TWO COATS 5HERWIN WILLIAMS SEMI -GLOSS ENAMEL, COLOR SW 7666FLEUR DE SEL, ON HAVING TWO SWITCHES; ONE FOR THE EXTERIOR TWO LAMPS; ONE FOR THE INTERIOR TWO LAMPS. SEE PRIMER COAT, ELECTRICAL NOTE 17, SHEET A-2. REST ROOM WAIL TILE (OUT-1 ): MS INTERNATIONAL, POLISHED PORCELAIN WALL TILE 12" X 24', COLOR: ROMAGNA 2' X 2' LAY -IN LIGHT FIXTURES. FIXTURES ARE SPLIT, IF REQUIRED, AS ABOVE. IVORY W ITH GROUT TO MATCH. TILE TO 7'-0" A.F.F.. WITH 5 3/8" STRIPE OF ABOL05 LANDSCAPE BLACK 4 TRANSLUCENT 10.75 IN. X 10.125 IN. X 6.35MM GLASS MOSAIC TILE-HMDLAN0102-SW - FROM THE HOME DEPOT OUTLET BOX AND INCANDESCENT LIGHTING FIXTURE. REST ROOM FIXTURE(5) 70 HAVE EXHAUST FAN (WT-2). COLOR: BLACK 1401 @ 5'-8"" A.F.F. WITH GROUT 70 MATCH, O W/12 AIR CHANGE PER HOUR. ALL EXPOSED BLOCK TO BE FURRED OUT AND DRY WALLED THROUGHOUT SPACE EXIT LIGHTS. WINDOW COVERINGS - (TO BE INCLUDED IN BID) 2' X 4' OR 2' X 2' FLUORESCENT NIGHT LIGHT FIXTURE TO REMAIN ON 24 MRS. -. WINDOW COVERINGS ON EXTERIOR GLAZING SHALL BE ROLLER SHADES PROVIDED BY JENNY CRAIG CORPORATE q p +� EMERGENCY LIGHTS WITH BATTERY PACK SET TO LIGHT WHEN ELECTRICITY FAILS PER LOCAL CODE. VENDOR LIGHTING 15 EXISTING. ADD ADDITIONAL FIXTURES IF NEEDED. WINDOW BLINDS ON MANAGER'S OFFICE (IF WINDOW EXISTS) SHALL BE MINI I" BLINDS. COLOR: IVORY TELEPHONE/COMPUTER WIRING MILLWORK SURFACES 5 TO BE SUPPLIED AND INSTALLED BY OTHERS, D TELEPHONE/DATA OUTLET WHERE INDICATED -PROVIDE MUD RINGS OR CONDUIT RUNS IF REQUIRED BY LOCAL CODE. CAT 5 W/WHITE INSERT. SEE DETAIL 32. MANAGER'S WINDOW - IF SHOWN ON PLANS, 3'-0 X V-0" GLASS WINDOW AT 36" A.F.F. WINDOW TO BE OFFSET, ONE QUAD JACK TELEPHONE OUTLET WHERE INDICATED- PROVIDE MUD RINGS OR CONDUIT RUNS IF AS SPECIFIED ON INTERIOR ELEVATION, FROM THE INSIDE OF THE WALL FOR BEST VIEWING OF THE X4D REQUIRED BY LOCAL CODE. ALL CAT 5 WITH WHITE INSERTS. SEE DETAIL 31. LOBBY/RECEPTION AREA. - ® DATA/TELEPHONE OUTLET WITH ONE CAT 5 TELEPHONE OUTLET W/ RED INSERT, ONE CAT 5 TELEPHONE CAT 5 DATA OUTLET W/ BLUE INSERT. PROVIDE MUD RINGS OR CONDUIT PLUMBING FIXTURES PART# ATMH7. TOILET AMERICAN STANDARD FLUSH VAPENFRO OUTLET W/WHITE INSERT, ONE FRONNGERT TOILET SEAT: GRAINGER PART# 2P888 OPEN FRONT TOILET SEAT. RUNS IF REQUIRED BY LOCAL CODE. SEE DETAIL 33. FLUSH VALVE: SLOAN FLU5HOMETER. MODEL III. GRAINGER PART# 4LW39. DENOTES PRINTER LOCATION. LAVATORY: AMERICAN STANDARD SINK 17 3/8" WIDTH. GRAINGER PART# IVNWB. P EADOM-DELTA LAVATORY FAUCET #500-D57. GRAINGER PART# 4NLKL 6 4' X 6' 3/4" PLYWOOD BACKBOARD FOR TELEPHONE EQUIPMENT. MOUNT BOTTOM OF BOARD A7 +54" CONSTRUCTION NOTES TB A.F.F. SEE TELEPHONE SPECIFICATIONS ON SHEET A-2. INSTALL 1 1/2' CONDUIT FROM M.P.O.E. TO o TELEPHONE BOARD. GENERAL NOTES 1. ALL WORK OF THE CONTRACTOR AND SUBCONTRACTORS SHALL CONFORM TO THE PROVISIONS OF THE STATE, HVAC CITY, AND COUNTY BUILDING LAWS, ORDINANCES,RULES, REGULATIONS AND LANDLORD REQUIREMENTS. AIR CONDITIONING SUPPLY DUCT. 2. UNLE55 THE LOCAL REGULATIONS SPECIFICALLY REQUIRE THE LANDLORD TO DO 50, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES, GIVE ALL NECESSARY NOTICES, AND PAY COSTS OF ALL AIR CONDITIONING RETURN. INCIDENTAL FEES. LOCKING COVER THERMOSTAT, 7 DAY PROGRAMMABLE, PROVIDE QUANTITY AND LOCATION AS 3, ALL MATERIALS USED IN THE CONSTRUCTION OF ANY OF THE FINISHED SPACES DESIGNED OR SPECIFIED O REQUIRED. (SEE MECHANICAL CONSTRUCTION NOTES.) INCLUDE E INSTALL SEPARATE THERMOSTAT FOR HEREIN, INCLUDING ALL WOOD USED FOR FINISHES OR IN SUBSTRATES, SHALL BE CONSTRUCTED USING ONLY 7 FOOD ROOM, CLASS "A" NON-COMBUSTIBLE MATERIALS. DOORS 4. THE CONTRACTOR SHALL MAINTAIN ADEQUATE PROTECTION OF ALL 415 WORK FROM DAMAGE AND SHALL FOOD ROOM DOORS TO BE PAINT GRADE READY UNFINISHED 3'-0" x 7'-0" x 1 3/4, (CRITICAL PROTECT THE LANDLORD'S AND JENNY CMG-5 PROPERTY, ADJACENT PROPERTY, AND PUBLIC PROPERTY FROM HEIGHTS SOLID WOOD DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE DAMAGE AND INJURY ARISING IN CONNECTION WITH T1415 CONTRACT, AND SHALL MAKE GOOD ANY SUCH DAMAGE GRAY #5006. PROVIDE SCHLAGE 5-SERIES PASSAGE SET HARDWARE SATIN CHROME FINISH OR OR INJURY ARISING AT NO C05T TO THE LANDLORD OR JENNY CRAIG. THE CONTRACTOR A55UME5 AND BEARS _ EQUIVALENT, WITH LEVER STYLE HANDLES, AND FLOOR MOUNTED DOOR STOP PLACED TO ALLOW THE ALL RISKS OF DAMAGE TO, OR FAILURE OF, THE WORK DURING CONSTRUCTION. DOOR TO SWING 100 DEGREES. INSTALL CHROME FINISH 12" X 34" KICK PLATE CENTERED AT BOTTOM OF 5. ALL MATERIALS AND FINISHES SHALL BE FURNISHED BY THE CONTRACTOR, SHALL BE NEW AND FREE FROM DOOR. DEFECTS, AND SHALL CONFORM TO THE EXACT SPECIFICATIONS OF THE MANUFACTURER OR DISTRIBUTOR SOURCE MANAGER'S OFFICE DOOR TO BE PAINT GRADE READY UNFINISHED V-0" x 0-8" x 1 3/4" SOLID. WOOD AS NOTED. NO COLOR MATCHING 15 PERMITTED. ALL COLORS AND FINISHES SPECIFIEDON THE ARCHITECTURAL DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE GRAY #SCI%. PROVIDE DRAWINGS ARE STOCK COLORS AND FINISHES. 8 SCHLAGE LEVON A105-626 PASSAGE SET HARDWARE SATIN FINISH OR EQUIVALENT WITH LEVER STYLE 6. ASSEMBLY AND INSTALLATION OF ALL SPECIFIED COMPONENTS SHALL BE IN ACCORDANCE WITH HANDLES, 5CHLAGE 6360-626 SATIN CHROME FINISH DEADBOLT LOCK AND WALL MOUNTED DOOR MANUFACTURER INSTRUCTIONS AND INDUSTRY STANDARDS. BUMPERS, OFFICE It BREAK ROOM/TRAINING ROOM DOORS TO BE PAINT GRADE READY UNFINISHED 3'-0" x b'-8" 7. THE CONTRACTOR SHALL PROVIDE AND INSTALL NEW PARTITIONS, FINISHES AND EQUIPMENT, INCLUDING ALL x 1 3/4" SOLID WOOD DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE HVAC AND ELECTRICAL EQUIPMENT AS INDICATED IN THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE THE WORK WITH EXISTING BUILDING CONSTRUCTION AND SYSTEMS. GRAY #5006. PROVIDE SCHLAGE LEVON AIOS-626 PASSAGE SET HARDWARE SATIN CHROME FINISH OR - EQUIVALENT, WITH LEVER STYLE HANDLES AND WALL MOUNTED DOOR BUMPERS. NO LOCKS AND NO 8. THE USE OF BRAND NAMES IN DESCRIBING MATERIALS OR PRODUCTS 15 INTENDED TO SET MINIMUM DEADBOLTS! STANDARDS FOR THOSE ITEMS: HOWEVER ANY SUBSTITUTIONS MUST BE APPROVED BY JENNY CRAIG IN WRITING BEFORE BEING USED IN THE WORK. JANITOR /UTILITY ROOM/ TELEPHONE ROOM DOOR TO BE PAINT GRADE READY UNFINISHED V-0" x O-8" x 1 3/4" SOLID WOOD DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE 9. 714E CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE HVAC SYSTEM, GRAY #SC106. PROVIDE 5CHLAGE LEVON AIOS-626 PASSAGE SET HARDWARE SATIN CHROME FINISH OR PLUMBING SYSTEM AND THE ELECTRICAL SYSTEM PER BUILDING STANDARD DESIGN SPECIFICATIONS, JENNY 9 EQUIVALENT WITH LEVER STYLE HANDLES. PROVIDE FLOOR MOUNTED DOOR STOP. CRAIG STANDARD5 AND GOVERNING BUILDING CODE REQUIREMENTS. THE CONTRACTOR: SHALL SUBMIT SHOP - DRAWINGS, WHEN REQUIRED BY LOCAL REGULATIONS, INDICATING PROPOSED DUCTS, AIR HANDLING EQUIPMENT, REST ROOM DOORS TO BE PAINT GRADE READY UNFINISHED V-0" x O-8" x 1 3/4" SOLID WOOD PLUMBING AND FIRE PROTECTION LOCATIONS AND OTHER PERTINENT INFORMATION FOR. APPROVAL BEFORE DOOR WITH TIMELY PREFINISHED METAL ADJUSTABLE FRAME, COLOR: STONE GRAY #SCI%. PROVIDE FABRICATION AND/OR INSTALLATION. 51-14LAGE LEVON A405-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 10. ALL WOOD TRIM TO BE MITERED A7 INTERSECTIONS AND FREE FROM VISIBLE DEFECTS. SET ALL NAIL HEADS ADA REQUIREMENTS, DOOR CLOSER AND AN ADA COMPLIANT SIGN THAT READS "TOILET. ROOM", WITH AND FILL WITH APPROPRIATE FILLER AND SAND SMOOTH BEFORE PAINTING. gg 15 THE HANDICAP SYMBOL AND BRAILLE LETTERING, MOUNTED 70 CENTER OF SIGN, ).REFA.F.F. A-q. .FROM DOOR FRAME, ON STRIKESIDE OF DOOR (IF. POSSIBLE). REFER TO DETAIL 35 ON SHEEP A-9. IL 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 's INSTALL COAT HOOKS ON BACK OF ALL OFFICE AND REST ROOM DOORS @ +66" A.F.F. INSTALL SECOND ACCEPTANCE BY JENNY CRAIG, PROVIDED THEY DO NOT AFFECT T14E VISIBLE APPEARANCE FROM THAT COAT HOOK @+48" A.F.F. IN REST ROOMS, MANAGER'S OFFICE, AND THE HANDICAPPED ACCESSIBLE PD INDICATED IN ANY WAY WHATSOEVER. 0. AND COUNSELOR'S OFFICES (OFFICE#I). _ SCHLAGE LOCK, KANSAS CITY, 888-805-9837. INSTALL WALL MOUNT FIRE EXTINGUISHERS TO CODE. A I B I C ( I E I F G I H I J I K 19 12. MATERIALS, DIMENSIONS, AND ALL OTHER CONDITIONS NOT OTHERWISE INDICATED IN - THESE DOCUMENTS SHALL BE INTERPRETED AS HAVING THE SAME MEANING AS THOSE M05T SIMILARLY DETAILED AND MORE FULLY DEFINED ELSEWHERE. IN THE DOCUMENTS. 13 THE CONTRACTOR SHALL INSPECT THE PROJECT SITE FIELD VERIFY ALL DIMENSIONS IMPORTANT ! SHOWN AND SHALL NOTIFY JENNY CRAIG OF ANY VARIANCE PRIOR TO SUBMITTINGNI5 BID,, THE ORDERING OF MATERIALS BEGINNING FABRICATIONS OR STARTING CON57R CTION 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' 514ALL BE FROM FINISHED MATERIAL FACE TO FINISHED MATERIAL FACE. d e s i g n g ro u p 16. IF ALTERED, SHOP .DRAWINGS BASED ON ACTUAL FIELD DIMENSIONS SHALL BE SUBMITTED BY T14E 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 T14E WORK TO BE PERFORMED AND 2 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 T14I5 PROJECT. 17. THE CONTRACTOR SHALL KEEP THE PROJECT WORK IN A CLEAN AND ORDERLY FASHION AMERICAN INSTITUTE OF ARCHITECTS 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 5134 REGISTERED ARCH 19. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH THE MECHANICAL T AND ELECTRICAL PORTIONS OF T14E WORK, PROVIDE ALL NECESSARY OPENINGS. AND 3 RECESSES REQUIRED FOR THE MECHANICAL AND ELECTRICAL PORTIONS OF THE CONTRACT, SIR uc McKEAN AND COOPERATE FULLY WITH ALL TRADES. STATE DE WASHINGTON 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 ANT KIND SHALL NOT BE PLACED 50 AS TO IMPAIR OR INTERFERE WITH GIVEN CEILING HEIGHTS AND CLEARANCES. 23. THE CONTRACTOR 514ALL PROVIDE AT 1415 EXPENSE, ANY AND ALL REQUIRED HVAC, 4 PLUMBING, ELECTRICAL AND FIRE PROTECTION DE51GN DOCUMENTS IF REQUIRED. THESE IMPORTANT I 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 5HELVE5 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. 5 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 51DE PANEL CUTOUTS. COORDINATE THE LOCATIONS WITH MILLWORK VENDOR. - 27. ALL EXIT CORRIDORS AND REST ROOM INTERIOR CLEAR DIMEN51ON5 SHALL BE VERIFIED TO MEET LOCAL CODE REQUIREMENTS. OBTAIN JENNY. CRAIG AUTHORIZATION PRIOR TO ANY ADJUSTMENTS TO PLAN. 2.8. PROVIDE REST ROOM FIXTURES, ACCESSORIES AND SIGNAGE AS REQUIRED PER CODE AND ACCE551BILITY REQUIREMENTS AS WELL AS. ADA REQUIREMENTS, IF NOT PROVIDED IMPORTANT! BY LANDLORD. REFER TO TOILET ROOM ACCESSORIES ON SHEET A-2 FOR ITEMS PROVIDED 6 BY OWNER. - 29. FOOD ROOM TO 14AVE TENANT SUPPLIED IS" 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 1T5 VALID LICENSE TO OPERATE WITHIN LOCAL JURISDICTION. 32. PROVIDE ENGINEERED PERMIT READY DOCUMENTS (AND TITLE 24 IF CALIFORNIA PLAN) MT� T� SYMBOLS I IDOLS LEGEND AS REQUIRED. AND 33. INSTALL ALL FLOOR COVERINGS BEFORE INSTALLING MILLWORK. 7 FINISHES 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 16" HORIZONTALLY SO 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, JENNEY CRAIG 36. CONTRACTOR TO INSTALL ADEQUATE BLOCKING TO SUPPORT FLOATING CABINETS, SHELVES AND TELEVISION. 8 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 17055 SOUTH CENTER PARKWAY CENTERWASHIPARK WORK SURFACE WILL FACE. TUSOUTHKWILA, GTON - DEMOLITION 1. DEMOLITION CONSISTS OF PERFORMING ALL DEMOLITION OF ANY EXISTING CONSTRUCTION REVISION DATE WHICH IN ITS. PRESENT POSITION WILL INTERFERE WITH THE NEW CONSTRUCTION AND TO REVIEWED FOR PROVIDING AND PERFORMING ANY OTHER CUTTING OR PATCHING OF EXISTING CODE COMPLIANCE CONSTRUCTION AS SHOWN ON THE DRAWINGS, OR REASONABLY INFERRED. APPROVED 2. DEBRIS RESULTING FROM DEMOLITION AND CONSTRUCTION SHALL BE REMOVED FEB 012019 9 ENTIRELY FROM THE CONSTRUCTION 51TE ON A DAILY BA515 TO.A WASTE AREA. PROVIDED BY THE CONTRACTOR. CRY of Tukwiia 3. ALL SURFACES DISTURBED BY DEMOLITION, CUTTING, PATCHING OR IN ANY OT14ER WAY BUILDING DIVISION BY THE CONTRACTOR SHALL BE RESTORED TO MATCH EXISTING ADJACENT SURFACES IN DATE JOB NO. TEXTURE AND COLOR. PATCHES SHALL BE IMPERCEPTIBLE. 01.11.19 a18-177 4. EXISTING WALLS TO REMAIN ARE TO BE PROTECTED IN MANNER DETERMINED BY THE PERMIT PHASE CONTRACTOR TO PROTECT T14E SURFACE FINISHES. 5. WHEN DEMOLITION DRAWINGS ARE PROVIDED, THE CONTRACTOR 514ALL LOCATE. EXISTING RECEIVED WALLS MARKED TO REMAIN AND VERIFY THAT THE AS -BUILT LOCATION 15 THE SAME AS CITY OF TUKWILA THE LOCATION FOR NEW CONSTRUCTION. ANY DISCREPANCIES BETWEEN AS -BUILT AND NEW 10 WORK 514ALL BE CALLED TO THE ATTENTION OF JENNY CRAIG BEFORE PROCEEDING -WITH JAB 1 1.2019 WORK. THE CONTRACTOR SHALL BE. RESPONSIBLE FOR COORDINATING WITH JENNY CRAIG Al TO DETERMINE THE PROPER COURSE OF ACTION. PERMIT CENTER -CONTINUED ON SHEET A-2- w DRAWING NO G I H I J (3 O Helix Design Group All rights reserved. x" a ft a"""m"m m vaa m� y a I- r, A I B I C -CONTINUED FROM SHEET AI- 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE WHICH MAY OCCUR DURING DEMOLITION T0: "EXISTING TO REMAIN," EQUIPMENT, BUILDING FEATURES OR OTHER RELATED PROPERTY OF THE LANDLORD OR JENNY CRAIG. MECHANICAL 1, 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 5MACNA MANUAL FOR LOW VELOCITY DUCT SYSTEMS. 5EAL ALL JOINTS BY TAPING WITH IDEAL TAPE COMPANY PEEL-N-57ICK ALUMINUM TAPE. ALL FLEX DUCT SHALL BE WIREMOLD TYPE "W.K." U.L. LISTED CLASS I AIR DUCT WITH 11/2" 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 TM5 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 SHALL 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. IMPORTANT! 5. THE HVAC SYSTEM DE51GN SHALL BE BASED ON PROVIDING (1) TON HVAC PER 400 SQ. FT. HVAC. SYSTEM SHALL HAVE FILTER SIZING RELATIVE TO UNIT SIZE. 6. ALL DOORS TO BE UNDERCUT I' FOR AIR CONDITIONING RETURN. IMPORTANT 1 7. CONTRACTOR SHALL SUPPLY AND INSTALL ONE (1)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. TH15 15 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 T14I5 INFORMATION TO JENNY CRAIG. 2. MINIMUM REQUIRED SERVICE SIZE 15 200 AMP 120/205 VOLT I PHASE 4 WIRE. SHOULD EXISTING SERVICE DIFFER FROM ABOVE, THE CONTRACTOR SHALL PREPARE H15 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 IMPORTANT! CONTROL. IF REQUIRED, THE CONTRACTOR SHALL 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 A5TM 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. 9. UNUSED. 10. UNUSED. 11. 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 SHALL BE PREPARED BY THE ELECTRICAL 5UB-CONTRACTOR'S ENGINEER AND SUBMITTED TO JENNY CRAIG FOR APPROVAL, WHEN REQUIRED. 14, ANY PENETRATIONS THROUGH FIRE RATED PARTITIONS OR SLAB STRUCTURE SHALL BE FILLED WITH U.L. CLASSIFIED FIRE 5AFING 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 AIRCONDITIONFRS, 17. INSTALL QUICKTRONIC T-8 INSTANT START UNIVERSAL VOLTAGE BALLASTS. USE SYLVANIA SUBSTITUBE IRS LED T8 LAMPS. IMPORTANT! TELEPHONE BOARD 1. INSTALL 4'-0' H X 6'-0' W3/4' 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 +92" O.C. (TO BE LOCATED IN THE CENTER OF THE PHONE CABINET) FLUSH TO THE FACE OF THE PHONE BOARD (Na SURFACE MOUNTED). 4. SECURE PHONE BOARD TO STUDS. PLUMB_ INNCC_ 1. 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 IMPORTANT I 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 CRO55 OVERHEAD OF ELECTRICAL PANELS. 5. PROVIDE 3/8" COPPER COLD WATER LINE WITH 1/4' COUPLING 514UT OFF VALVE 24' A.F.F. FOR TENANT SUPPLIED WATER DISPENSER (NOT HI/LO FOUNTAIN), POINT -OF -USE 30H x 13 1/4" W x19" D. NO FLOOR DRAIN 15 REQUIRED. SEE FLOOR PLAN LOCATION. A I B I C D I E I 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 NAY BE SHOWN OTHERWISE ON THE DRAWING, FABRICATE THE DOORS TO "SMOOTH, PAINT GRADE" STANDARDS. 2. FOR 50LID 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: V 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-1 FOR COLOR, 8. ALL DOORS RECEIVING PAINT SHALL BE FINISHED WITH TWO COATS OF SEMI -GLOSS ENAMEL ON PRIMER COAT AS RECOMMENDED BY MANUFACTURER. 9.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 SHALL 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 1. THE HEIGHT OF THE WATER CLOSET SHALL BE BETWEEN 17" AND 19". (IF THE EXISTING FIXTURE 15 LE55 THAN 15" HIGH, A 311 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 514ALL 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 SHALL 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 29' HIGH X 30" WIDE X 8' DEEP AT THE TOP AND 9" 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 1. 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 544ALL BE LOCATED 15" TO 16 1/2" 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 LE55 THAN 36'. 3. THE DIAMETER OR WIDTH OF THE GRAB BAR GRIPPING SURFACE SHALL 1/4' 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 SHALL BE 11/2'. TOILET ROOM ACCESSORIES 1. WHERE TOWELS, SANITARY NAPKINS, WASTE DISPOSAL AND OTHER SIMILAR DISPENSING AND IMPORTANT 1 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 1200ML AUTOMATIC LIQUID SOAP DISPENSER, NICKEL #4HGV9; ENMOTION AUTOMATED PAPER TOWEL DISPENSER, STAINLESS STEEL #214YI3; GEORGIA-PACIFIC COMPACT. UNIVERSAL CORELESS SIDE BY SIDE DOUBLE ROLL TOILET TISSUE DISPENSER #?56796A; TOUGH GUY TOILET SEAT PAPER COVER DISPENSER #IECK2; TOUGH GUY STAINLESS STEEL SANITARY NAPKIN RECEPTACLE, #IECK9; 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 1911 A.F.F. (O.C.) WITHIN 121I OF THE FRONT EDGE OF THE TOILET SEAT. TOILET ROOM 51GNAGE I. 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 55. ON 544EET A-sh 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, I D I E I F G H I J CEILING I. 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 •...�o■i■■oi■i■ooi■oi■■ .®�o■■moo■■e■■■■■o■o■ $UNLESS SHEET VINYL IS REQUIRED BY LOCAL CODE G I H `�Iq D013 K Ira laq 1 design grc>Lip 2 0 AMERICAN INSTITUTE OF ARCHITECTS 5134 ARCSTERED 3 BRUC Mc FAN STATE OF WASHINGTON EREVIENWEDORNCED9ilaSION RECEIVED CITY OF TUKWILA JAN 1 12019 PERMIT CENTER -K 4 5 /M 7 JOB NOTES AND SPECIFICATIONS 8 JENNEY CRAIG 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE 9 DATE JOB NO. 01.11.19 a18-177 10 PERMIT PHASE A n DRAWING NO. © Helix Design Group All rights reserved. fW pmi li ins daumrnt " b ep m loan a by airy - w It I, w414 Isom I'd Design -, A B I C I ADJOINING POPE SHALL ( E I F I G I H I. J ( K Note. These are mni um accessibilit uide(ines. More, tri nt uidelines NOT EXCEED 1:20 TOILET ROOMS may be saecified elsewhere in the Plans s FLARED�^ SPACE ALLOWANCES AND REACH RANGES .�"" �t SIA. All doors W scessible toilet rams shalt -ply with Door Section. [burs shall not IF4 '" -\ RAMP &SIDE SHAL HAVE 42' Mho h2'1, MIN 1, Wheelchair Pas, Width .r am" '1� � �I' swing into clear floor spore rmlifi ed far my fixture. Clem Ft- Wining space may 3. SM farce educed in a fatma m ma itmg deice from application of 250 DETECTABLE WARNINGS AND A. The minimum clear width far single wheat chair passNe shalt be 32' at a point and 36' c.tirxrousiY. IF X IS LESS � overlap der wings. IbF shalt he less )fan allowable lateral load of either the fastener a maont'sg THAN 48" THEN CONTRASTING PAINT i .�c, MA- - device m the supporting structure, whichever is the smaller allowable load. Width Fon W bar Passim g n _� "s Clem Fluor Same 4. Temile force induced in a fastener by a direct tension fmce of 250 Ibf plus A. The minenun clear width far taro wheelchairs to pass is 60' THE FLARED 36' MIN, i I A. The ass ibia fixtures and controls regamud shalt be on alp accessible route. An the mmeanun moment frail the applic.U. of 250 ibf shalt to less than the SIDES SHALL NOT i •„ unobstructed Wnnag space shall be provided within on accessible toilet roan. The clew allowable withdrawal load between the fastener ad the supporting structure. In size " Apaoarh EXCEED I. �i•]I� floor space at fixtures and controls, the acessible rate, " the turning space may S. Grab burs shn11 not rotate within their fittings. A. Minimum clear Fluor spore far a wheelchair and occupant shall be 30' wide x 48' lag. Clear fioar �. \. overlap, however, the only taming space provided shalt not he lasted within a stall. space stall be centered on the element it serves. Eliminating Hoards DETAIL 3.1 DETAIL 5.1 DETAIL 5.2 Water Cimet. A. Grab bars and adj t wall. surfaces shell be free of s ACCESSIBLE ROUTE 0 A. IF toilet stalls ure ' hap or abrasive surfaces. Lor�4im provided, then at lost one sMD oa 'st""' inlet stall; where b B. Edges shall have a radius of I/8' minimum. e stalls are provided: at lost one stall 3de with m abU and winging, HeIlLM A. At least aae accessible ropW shell he pro✓ ded from public transportation stops, accessible parking" DOORS TOILETS STALLS self -closing door and parallel gab bars shalt he provided. wide lading zones, and public streets or sidesta ks to the occ ime building entrance. pout). - Lea Daaruays Where Aoei'catie B. Where a water closet is act within a water closet cermpatment, dear floor space CONTROLS t OPERATING MECHANISM design g ro u p A. Doorways with two independently operated leaves shall have at I at ace leaf that meets the A. If toilet stalls are provideda . I. a toilet roan ar bothron, then at Rest ate shall be :a 'standard' around the water closet shall be 60 Inches (1524 mar) minimum measured Width clear width and maneuvering clearances resrirmuents as sham below. accessible toilet stall (far wheelchair users) canpiyi g with this section. PmpeMiwim from the side wait closest to the water closet " 56 inches 1422 arm A. The minimum clear width of an accessible route shall he 36' except at doors. ( J A Fr (Reference Detail 9 n. Clem Width B. If 6 a more toilet stalls ace provided in a toilet ram a brhroan in addition W the standard minimum measured perpendicular from the rem wall A. Front roach= 15" min. to 48" max. 2 Pass nor some A. Daways shall provide a clear opening of 32" minimum, with the door open 90 degrees. acessibie stall reephred; an additional 'alternate' accessible stall 36' wide (Far ambulatory persons aPP A. if an accessible route is less tin 60' in width, then passing spaces of at least 60'x60" shalt W I. Clear opening shall be measured between the face of the door " stop. with disabilities) complying with this suction shall be provided. Urinals B. Side approach - 9" min.: to 54" max., except per below. 2 provided At 200' mace. spacing. 2. Openings more that 24' in depth shall provide a clear opening of W min. C. Aiteratiae/ezisti g mi ditias: in attend!. work, where provision of a 'standard' accessible stall is A. If atrols me provided, than at lost ace shalt comply with the sedim an urinals. C. Electrical It communication system receptacles shall be mounted nor less technically infeasible, or where plunbirg cork mWirements prevail canbining existugstalls to �d Roarmsibie routes shall have W min. clew head reran. Exception: doors not requiring full user passage, such as shallow closets, shall have a clear opening provide some, either 'alternate, stall (a or b) complying with this section may be provided in Lauatuies And M'rrons .then IS° above the floor. A. of 2W minimum. It. of the standard stall. A. If lavatories " mirror ure prodded, than at least are of each shall -ply with the ALARMS Sir- section an lavatories. Accessible lavatories and mirrors shall net be located within toilet AMERICAN INSTITUTE OF ARCHITECTS A. Ruing slops shall not exceed 1:20. if sl ceeds 1,20, refer to section 4.8 Size " A _ - _ t (Referee. Detail 5 3) stalls mI- other mcessible lavatories ad miners are ( We ex ) Maeuverina Clearances At Coos provided in the toilet roam, B. Goss slope shalt not ez.ad 1:50. A. Provide level ad ties, maeuverirg sea at dons . follows: A. T let faits wry he o ringed to provide either a left or a right hrded approach. Accessible Gel. Front approach pull side - 18' min. beside strike edge (24' preferred). told stalls shall have the following dlmesiae: Controls And Disoesers A. When required, visual atoms shalt be provided in each of the following areas, as a PROTRUDING OBJECTSFront approach push side - 0' beside strike edge -12' if door has both a closer and a latch. I. 'Stadad' accessible stall: A. If controls, dispensers, receptacle, or other egripment are provided then at least ace mans murm rest rams " then g., meeting ), ary o gereral usage mess (e. meet roans 6 dal Hi side h pull side- 60' min. width; 36' min. beside strike W minimum width. of each shall be on m acessible rwW and shall amply with the suction . Controls - hallways, lobbies, and my other ono far corrnnab use. A. Objects projecting from wails (for example, telephones) with their leading edges Wtwreen 27'-80' r'ga approach Pu 59' mkil- depth, with fluor -led water closet. above the finished floor shall protrude roc more than 4' into walks, halls, corridors, passageways, or Hinge side approach push side - 42' min. width. - 4W min, width if der hm both a closet " Pt (controls t operating mahm'sms). aisles. Objects mounted with their leading edges at or below 27' above the finished floor may protrude latch. 56' minimum depth, with wadi masted water closet 5134 RARRCISTERED dad+ otward out Audible Adams my anent. Free -staling objects mounted on posts a pules may werhag 12' maeimun From 27'-80' Latch side approach pull side - 48' min. width; 24' min, beside strike � - 54' min. width if aging (if door swings into stall, depth stall he increased by 36'). SINKS A. IF provided, audible slams shalt produce a soma that exceeds the prevail) rg egrivalent door has doses. H ht (Refermre Deto'1 7.1) sand level In the roam or space by at least 15 dba or ex de any maxkmun sand •] 3 above the ground a Finished floor. Protruding objects shalt not reduce the clew width of m accessible 2. 'Alternate A' accessible stall (required when n are than 6 stalls pwided, permitted in lieu of A. Sinks shall be masted with the rim or counter surface ro higher than 34' above the level with a duration of 60 second 5 dba, whichever is louder, roue or maaovering space. Latch side approach push side - 42' min. width; 24' arm. beside strike edge - 4B' min. width if g W door has darer. standard sari in certain alterations): finished floor. B. Sound levels Farslam signals shall not exceed 120 dha. T IC Me T GROUND AND FLOOR SURFACES 36" minimum width. STATEE OF WAS ASHININGTON CjxDges 'n Leei Thresholds At Darww:s 69' minimum depth, with floor mounted water closet. Knee Gearaee (ReFereae Lbidl 71) Visual Adams A. Ch ws in It at up to 1/4' may be vertical " without edge treatment. A. Maximum threshold height: 1/2' (3/4' at exterior stid'mg mars). Raised tMesholds " floor Iwel 66' minimum depth with wait masted water closet. A. Knee clemaae of 27' high mininmun, SW wide minimum, " W deep minimum sha11 A. visual alum signal appliances shalt be integrated into the building or facility alas, B. Charges in level between 1/4' and 1/2' shall be beveled with a slope no, greater than Q. changes shall be beveled with a slope no greater than 1.2, door: outward swinging. be provided udermoth sinks. tem. If single station audible alarms ace sus ng provided thin a single station visual slam Door Hardware 3. 'Aitemote B' accessible stall (permitted in lieu a si"" stall only in certain alterations signals shall be provided, Visual aI- applioses shati have the following features: CTcet (perrmi Y )' DtAh I. The lump shall be a xaan strobe type . esuival.t. A. Carpet provided an a floor surFace, shall be securely attached; have a firm pad or backing, ar roc d pod; A. Handles, pulls, latches, locks, aother operating devices shall have a shape the 6 easy to 4W minimum width. A. Each sink shah be a maximum of 5-1/2' deep. 2. The color shall be ciao- on -1.1 white (L.. onfiitered or ct- fittmed and have a level two, textured loop, level cut pile, or level cut/uncut pile texture. Maximum pile grasp with one, had end does net rogrum tight grasping, Ught pinching, or twisting of the wrist 54' minimum depth. white light). thickness shalt be 1/2'. Exposed edges of carpet Fail be fastened to floor surfaces and have trim along to operate. door , outward swirging. Pines A J Safaes 3. The ..imam pulse duration shall be two-terth s of ace woad with a the exposed edges. 1. Lever -operated mechanisms, push -type mechanisms, and .-showed handles ace acceptable A. Hot water and drain pip under sinks shalt be initiated m otherwise configured to ma2imom duty cycle of 40%. (the pulse duration is defined m the time interval deek". Toe CI_ protect against contact. Gratim, 2. When siding doors are fully open, merat6g hadwrare shall be exposed " usable from both A. In 'standard' accessible stalls, the front partition " st lost ace side partition shall :provide a B. There Fall be norsMp a abrasive surfaces u4. ser sinks. beturent initial "final Paints oI of IO% of mind 75 adeia. l.i. 4 A. IF gratings ace located in walking surfaces or along accessible routes, then by shall hone spaces roc sides. toe ciraexe of at Imst 9' above the floor. The intensity shall be a minimum f greater than I/2' wide in one direction. 3. Hardware reduired far passage shalt be masted anhigher thin 48' dove finished floor. B. If the depth of the stall is greater. than W, the to clearance, a rout recuired. F-Its 5. `+ The flash rate shot' be a minimum of I lu ad a maalmum of 3 Ill. B, IF gratings have elongated openings, than they shall be placed se that the lag dimereim is A. Controls shall be operable with one bondd ashell not nxpir. tight gespag, pmch'i g, b, The appliase shall be Placed 80• above the Nghest floor level within the perpe dicuim to the dominant direct!. of travel. Dar Closers Rua[e. or twisting of the wrist. space or b' below the ceiling, whictever is 1-.A. if a door has a closer, then the sweep period of the closer shall be adjusted se that from an A. Toilet stall doors, including hordwei shall -ply with the. section an doors. B. The. farce rewired to activate controls shall be w greater thn 5 ibf. 7. In gerwal, ro place in my roam or space shell be more than 50' from the open position of 70', the door will take at least 3 seconds to move to a point 3' from the latch, B. if toile; stall approach is Fran the latch We of the stall door, clemaee between the door side C. Lever -operated, push -type, and electronically controlled mechanisms are examples of signal (measured in a horizontal plane). measured to the idirg edge of the door. of the stall ad my obstruction shell be 42' mimmum. (this is on exception from typical door le desi s a, in and s maaeering ciearci If acceptable g' . loge roams Axes exceeding s wfi cross, without mayabstbe pia - D�Im Force D. If self -closing valves are used the facet shalt remain open far at tent 10 sewnds. b' shave the flashed floor, such as aditor'nxns, deices may he placed >< i A. The -in- for pushing or putting open a door shall be a: Grob Bars (Refeeraa Detais 51 52 And 5 3) oud the perimeter, spaced a madman IW prat, in lieu of a I. Fine duors shall have the minunun in force allowable the appropriate akmistmtive asprdirg mpliaxes frail the selling. . 2 as openingA. Grab boos shalt be mooted at 33' - 36' above the flay. 8. No place In cdmmm carridms or hallways shall be mace then 5V from the / 2. t ocher dons Refer to Grab Boo ad structural far sae astructural reduirements. s quo . Exterior hinged dons: no resuirenent. 1 b. Interim hinged doors: 5.0 IbF. _ _ 5c. Sliding or folding Mars: 5.0 bit. 1' Ml1�fDETAIL 1.1 These Forces do rot apply to this Fare reclined to retract latch bolts or disengage other devices -"z"MIN••I.EfLm-i which des) pry with the-Wirements 5 that may Mid the door in a closed position. A. 5gm gate pempment " spaesshail tom WIDTH NY AMOUNT Mlt listed below for: 4' MAX. DRINKING FOUNTAINS `. y I Rased and braille characters, and pictograms. Lobby Spout Height (Reference Detail 4.1) - f z B" MIN. KNEE 6" MAX. TOE 2 . Finish " contrast monting laution " Might, A. Spouts shall be m higher than 30, memmed from the floor or ground surface to the spot --� CLEARANCE MI CLEARANCE _ outlet, m DETAIL 7.1 DETAIL 7.2 Where Applicable S Laati. A. Signs which provide direction to, ar informatien Gout, fe ctio ai spaces of the building P STORAGE shalt can 1 with 1M r rl 1 I A. SpaW shall be lanced at the front of the .'t and watershall direct the water in a trajectoryPY espirements listed below For: 2 { Ceoth (Reference Cetai 8I) I Chracter proportion. that I. p-1kl or nearly parallel to the front of the unit. i Ili A. Stange seas may or 36' in depth ac less. If mare than 36' in depth then area must 2. Flning " contrast 1 I i. The spout shalt provide a flow of uuata at least 4' high. npreP 5,3 q I a 2. if the fountain Far a rand m wM bowl, the smart must be peltio isd . the flow of water alias 60' diameter of clear flan space far tuning. E required building d'ratmies; minus, and all other sighs which ace temporary me not 1 is within 3' of the front edge of the fount e. URINALS auced to -ply. 1- t I .Height (Reference Detol 6I) Clem Flom Space: (Referece Detail82) 6 I Controls A. macs shall be stoU-typo or wrihng with a tapered, elongated rim at 17' maximum above the Whe a Aogt�le, 6 A. Unit controls stall be front mounted or side mounted near the fratt edge. Finished floor. The rim shall emend a minirrwm of 14' from the wail. He'ght_(Refeare Detoi e 3 " 8 A) A. Element " spaces of accessible facilities which shall be identified by the in er atiaat -. - A. Where a forward reach is respired,. accessible storage spaces shell be W maximum and symbol of accessibility arm CI- (Referee. DeWil 4.1) Clear Fluor Space (Reference Detail 62) 15' mtn'mem above the floor. If the forward reach. is over. an obstruction (with lace L Parking spaces designated as reserved far pursers with disabilities. DETAIL 1.2 DETAIL L 1.3 A. Well and post masted cantilever fountains shall have clew knee space . Failoswu A. A clear flan space 30" wide by 48' deep minimum shall be prmded in front of urea) to allow space eauai to or greater than reach distance) 2W-25' deep, the madmorn height shalt 2. Accessible pa,sager lading acmes. , 1. Minimum 27' high (Fran apron bottom to Floor) minimum 30" wide, 17" - 19' deep, to the frontal approach. be 44'; if the obstruction is less than 20', maxlmam height shall be 46• 3. Aseessibie entractes when rot atl are accessible ('naressibie mtrmces shall unit shah be provided. 1. This space shall adjoin or merlop an accessible rate. B. Where a side reach is provided, accessible storage spores shall be 54' maximum " 9' have directional sigxW to indicate route to nearest accessible entraee). . 2. A minimum W by 48' dear floor spore allowing a farwmd mormch. 2. Urinal shields that do not extend bey" the front edge of the urimt rim may be poviided minimum aline the floor. Maxknun height halt be 46' far side reach over on 4. Accessible toilet" bathing facilities when not all me accessible. 3with 29' deaace between than. obstruction 34' maximum high " 24' maxknwmb deep. B. Free staling or built-in oral rout having a <leclearknee sore hall have a minimum 30' by AB" rC. Clothes rods Character Prom (Reference DeW'I 93) . Urinals Installed in alcoves deeper thin 24' rewire a maneuveringono of at least.36' or shalt he a maximum 54'. above floor where a side yeah is clear floor spore timing a parallel approach to the unit. Urinma A. letters " members .signs shall hove o wWth-to-height ratio hetueen 3:5 " Id, ACCESSIBILITY � f -y-y nimun wide. required. "astroke-width-t -Might ratio between 1:5"1:10. ACCESSIBI LI 1 I D. Where the distance from the wheelchair W the <IotMs rod m shelf exceeds 10' (mat Flush Centrals (Reference Detri 61) dowels with Inaccessible doors) the folluea xt Criteria shall be met: STANDARDS A. controls shall be 44' maimum above the finished floor. 1. Shelves: reach: 21' maximum; Might: 4B' maximum, 9" mtnimun. 7 PARKING AND PASSENGER LOADING ZONES 1. Co. shall be hard operated ar aotanric. 2. Clothes rods, reach 21' maximum; height: 4B' -an-. w 7 Pmk'xe 5oa w 2. C.trols shalt be operate with one hand " shall not require tight grasping, pirdhing, w Il A. Accessible parking shot[ be at least W.' wide. 17' 0' MIN. .�e._ 0" MI twisting of the wrist. H gg_e. ' V' en B. Pmkirg access aisles shall be 60' wide.. Van accessible access cr stes stall be 96' wide. f �1c 3. The force reruired to estivate controls shall be no greater thin 5 Out. A. Hard- far accessible Manage, facilities shall be operable with ace had and shall not C. Surface stape shall rot exceed 1.50 in all d'recU.s. 1 \\� regirce tight grasping, pinching, or twisting of the wrist. LEI 'o z B. The, force respired to activate the hardware shall be no greater then 5 IbF. 4Letter 4 CA. haaters " symbols . such silts shell be located 60' minimum above the ground. F l - .JeHNY AMOUNT�C 80' �� width to � of between t I'l B. Si located within an accessible rate shall be located W min. above the walking wrfae, rT� { . , • • „. • "� ,I �. ❑ " a stroke - width to height ratio T n MI between 1:5 t I:10. Hatters " numbers shall m Ve+timl Clearance, Intematiaf 6e raised 132' u A. Provide minimum vertical clearance of 114' at accessible passenger lading tapes " slag at least ace " MA < V symbol of pie smiF. PPen "sacs serif a E� nornbers ca signs alwil have a vehicle access route from site entractes " eKts. '7/iy acessbility Type " shall be mcanpmted with grade 2 J EN N EY C RAI G 8' "MAX. . \ tractile, rased cheaters shalt be at least Posseaa Loading Zone <j • 1 5/8' high, but no hi her thn 2'. 8 A. Passenger loading zees shall provWe m ac ess aisle a least 60' wide " 20 ft lag adjacent " DETAIL 4.1 DETAIL 4.2 DETAIL 4.3 lk- DETAIL 9.2 lg T a3 I E: C �\\' prailei te the vehicle pull-up space. if those ace curbs between the access aisle " the vehicle pull-up space, thm a curb ramp canpiyhg with reeuirements below shalt be provided. Vehicle standing spaces " p access asks shall be level with surface slopes not exceeding 1:50 in all directions. ��`�. 14" DETAIL 8.1 DETAIL 8.2 17055 SOUTH CENTER PARKWAY CURB RAMPS WATER CLOSETS DETAIL 6.1 DETAIL 6.2 TUKWILA, WASHINGTON S�wn�(Rfererc. Da"mi 317 Clear Floor 5oace LIGHT SWITCHES, A. slopes of curb ramps shalt comply with resphements below. A. Clem flu. provided as Follows: _ ( THERMOSTATS, ETC. 8" M REVIEWED FOR Is- far voter closets art In sWIls shall he B. Madera.m slopes of adjoining gutters, road surface immediately adjacent to the cult rasp, .accessible front approach - 48' inn. wide x 66' inn, lag. LAVATORIES AND MIRRORS CODE COMPLIANCE REVISION DATE route shell not ¢%used 1:20. side approach - 56' min, to fret of toile. x 48' min. wide. Height t Cleararms (Reference Detail 7.1 And 7.2) ----- m both approach - 60' min, wide x 56' min. long. A. L-torks shop be masted with the rim ar counter surface no agFnr then 34' above the finieFrd _ z APPROVED an W(R) Fioar. - - A. The minimum width of a curb romp shall be 36', exclusive of fiaad sides. ye g(�(Refereae Detrt 5I) w E I. Lwater". shall extend IW mi nme m from the .11. I gym„ FEB 012019 A. The height to the top a the toilet seat stall be 17' - KV dxrve Floor. S'det Of Curb Ro ms (Reference. petal 31) S 2. Cies,aae of 29' minimum shall he provided from the finished floor to bottom of apron. - 4x e B I. Seats shall not he sprang to realm to a lifted position 9 A. If a curb ang 6 lace ed where pedestrians must walk across the ramp ar where t s net protected by 3. Knee demaxe of 27' minimum shalt extend 8' minimum udm the edge of the lavatory. 9 handrails or guardrails, it shall have Flared sides; the maWmm slope of the fame shalt be 1110. fob Bars (Reference, Details 51 " 52) 4. Too, clearance a 9' minimum shall be provided far the full depth a the lavatory. 7' MA v Clhy OfTDkwila saacrol cat Rams A. For water closets not located m toilet stalls, the following grab bars shun be installed: BUILDING DIVISION Exposed Pies And Surfaces DETAIL 8.3. DETAIL 8.4 A. If diagonal curb ran have returned curbs or other wen-def'sed edges, such edges shill he Ilea to i Side wash q2' lag minimwn, 12° from back wail. CONVENIENCE OUTLETS, DATA, romps gas, Pr A. Hot water"dmfn pipes acted lavatories shall be metaled . otherwise configured to protect DETAIL 9.1 the direct). of estrum flea. 7}e batten of diagonal orb ran shall have 48' mnmun Clem s If 2. Bak well: 36' tag minimum, 12' minimum each side of water closet TELEPHONE, ETC. pod Pm Pace centeniine. There contact. DATE JOB N0. diagonal curb ramps ace provided at waked masags, the 48' clear spore shalt be within there makings. If Refer to grab bars fa size " structural elements. B. TFrse shall he a sharp or surfaces under lavatories. SEATING AND TABLES _ diagonal curb ramps have flared sales, they hall also have of least a.24' long segment of straight curb. gr GRAB BARS r 6a Ol.l1.19 a18-177 located an each side of the curb romp and within the marked crossing. Feats Sire And 5oaim A. IFseati Flush Controls shall be 4 (Reference hro 5.2) rg spores far people W shall be wheelchairs me provided p fixed tables v canters, A. Control' shall be operable with one Fxrd "shall not recuce tight gasping, pinching, or twisting A. Diameter . watt of gripping reface shall he I-1/4' to I-I/2'; or the shape shalt clear floors pr space ap mesa PERMIT PHASE A. Controls shall he 44' nmwxirrwnrn above the finish floor. pace of 30' x48' shalt he aided. Floor shall not went tired A. 1. Controls far flush valves shall be masted on the wide sale or toilet cram. of the wrist p'mide m egrivaieM gripping surface... knee spore by mare thin 19'. A. Any raised Islands in crossings shall he out through deed with the strut err core ramps at both sales." 2. Controls shall be had operated or cut -Us, B. The farce required to activate controls shall be as greater than 5 IbF. I. The space between gab bars "odjacent walls shall be 1-112' a Ieei area at least 48' lag between the curb ramps In the part. of .the let" Intersected by the crossigs. 3 Controls shalt be operable with ace had and shall net respire tight grasping, C. Lever -operated, posh -type, and electronically controlled mechmiens are examples of acceptable Knee Sua- . piahl% or twisting of the wrist. designs. structural stroath A. If seating far people in wMelchairs Is provided at fixed tables or centers,. knee space RECEIVED 10 4. The force respired to activate controls shall be no greater than 5 ibf. D. of self -closing valves ace used the facet. shall remain open far at least 10 seconds. A. G orb boos " meeting devices shall meet the following neWiranmts: at least 27' high, 30' wide " W deep shalt be provided. CITY OF TUK WILA 0r� 1. Sending stress Induced by -in - banding -t fran application aF 250 ibf tl D,_g rs (Rate- Deto'1 5.1) Mirrors (Reference Detail 7 0 shall be less than allowable stress far material used. bLie'ght OF Tables Or Canter �AN 1 1 2019 A. toilet paper disposers shalt be .stalled .the side wall, a minimum 19' above the A. Manors shalt he wanted with the bottom edge of the reflecting surface 40' rnadimwn above the 2. Sham stress induced by application of 250 IbF shall be less. then allowable sham A. The tops of accessible tabtes " coasters shalt be 28' miamonn, " 34' maximum, floor, " a madman 36' Iran the rem wall. .. finished Floor. stress far material used. if cur action between gab bar " mounting bracket is above the fraished floor. E 1. Dim that control delivery ar do not permit considered to be full PWRDO r kfvi1T CENTER P�'s err Pam Papa' taw, shall net Y restrained, thin direct " torsional sheur stresses shalt. be NTER totaled Far the combined shzm stress, which shall not exceed the allowable sheen be used. stress. s - DRAWING N0. A B C I D I E I F G ( H I J 0 Helix Design Group: All rights reserved. anpen ox m: a1' men ue :ep:eap:ea a 'o er , Y mews nlMw, permissan m wt:y Tram Nel'x Uez9n Group A I B 5 6 7 8 F b 3 9 Eg 9� 10 9� A NEW RE5TROOM PLUMBING FIXTURES AND ACCESSORIES. SEE PLUMBING FIXTURE SECTION, SHEET Al AND GRAB BAR AND ACCE55EORIE5 SECTION, SHEET A2 C ( D I E I F ' G I H I J SERVICE SINK-\ LL 4:-6" T-314" a" SCALE II II OFFICE - 4 I I OFFICE - 3 I) OFFICE - 2 I ( OFFICE - I @C15T,INQ RESTR 'HI f f 40o JANITOR 11 MANAGER I) COOLER 1 (_ IB 1,,. .,- . � 36 j j i( 6 6 6 6 PRE -FABRICATED A7 A7 II BAINSTA LED BY OTHERS 3 BE SUPPLIED \� 19 A5 17 D" Aq I I I I A7 I I A7 I I I I 20 _ _ _ _ _ _ _ _ — —.J ROLLER SHADES AT STOREFRONT NEW INTERIOR WOOD DOORS.. SEE - II PROVIDED YWOWNNEER. _ _ _ _ NEW INTERIOR WAD DOORS. SEE u 30 DOOR SECTION, SHEET Al AND 1 DOOR SECTION, SHEET All AND - Aq DOOR HAR RE SHEET A2 RECEPTION DOOR HARDWARE SHEET A2 T 100 - � � I r+ CLOSE OFF DER AFTER INSTALLING % CLEAR I. (k+1 NOTE: 6 FREEZER T ]-6 SEE ELECTRICAL AND TELEPHONE/COMPUTER WIRING FOOD ROOM So A F SECTION, SHEET Al AND A2 FOR ELECTRICAL °J RECEPTACLE, DATA,TELEPHONE REQUIREMENTS. 200 A7 IO G ����' D E D D D § SEE NOTE 34 ON SHEET G A-1 4 DETAIL 34 ON -- -- -- .-.- IL SHEET A-q LOUTLETS - �__.........._ RECEPTION DESKIN THIS 2'-q" K HeliM design group 2 AMERICAN INSTITUTE OF ARCHITECTS 5134 REGISTERED ARCHITE 3 BRUC McKEAN STATE OF WASHINGTON 4 5 6 9 — KEY 7 FLOOR PLAN I 4 A7 2 OUTSIDE NUMBERS REFERS TO THE ELEVATION NUMBER INSIDE NUMBER REFERS TO WHICH PAGE THE ELEVATION IS ON FLOOR PLAN 3 .SCALE: 114«=1'-0" 1. 4- a � JENNEY CRAIG NORTH 0' 2' 8' SCALE 1/4" 1'-0" 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVIEWED FOR REVISION DATE CODE COMPLIANCE APPROVED FEB 012019 9 CItY of TukwOa BUILDING DIVISION DATE JOB NO. 01.11.19 a18-177 PERMIT PHASE RECEIVED CITY OF TUKWILA ro 1AN 1 12019 PERMIT CENTER 10 C B ( C D I E I 1 I G I N I J I K DRAWING NO m Dea Iqn Group NI nghtsa reserved. "Helix � o A I B ( C I D ( E I F I G I H I J I K 19 1 � Flellxl clgsign group 2 2 ID AMERICAN INSTITUTE OF ARCHITECTS 5134 REGISTERED ARCH 3 3 BRUC MCKEAN STATE OF WASHINGTON 4 5 6 7 8 s � 9 �o kk 9 a� ,0 A ( B 4 5 6 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. REELECTED FOR SUPPLY/RETURN AIR DUCTS AND DIFFUSERS, SEE HVAC 7 CEILING PLAN _ 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, REFLECTED CEILINGPLAN SHEET Al I' 4' ScaLE:l/a°=1'-0" aD JENNEY CRAIG 0 2' SCALE 1/4" = 1'-0" 8' 8 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE REVIEWED FOR CODE COMPLIANCE APPROVED 9 FEB 012019 CRY Of Tukwila BUILDING DIVISION DATE JOB NO. 01.11.19 a1&177 PERMIT PHASE RECEIVED CITY OF TUKWILA JAN 10, 1 1 2019 /� DI kqs0 u9,- PERMIT CENTER 13 /'` 5 DRAWING No. C I D E I F I G I H I J ( K ©Helx Design Group All rights reserved. o^y" a wb. Pmircesw�n n 1, tram Ne4x Onyn 4Toup � A 2 3 4 5 6 7 8 F 3 s 9 u� Eo b� a a �3 10 o� �a pia B I C I D I E I F I G ( H I J I KIra IM9 Helim design group .._.. Q _ --------- - - — - - -- -- K K T 2 o I� �i II'I Ili �( �1 JANITOR OR 1{ K� A - TASK CHAIR AMERICAN INSTITUTE OF ARCHITECTS - 300 B - LITERATURE ORGANIZER o II 1 II II II II �� C -SIDE CHAIR D - FILE PEDESTAL E - HATER COOLER 5134 REGISTERED F - LOBBY CHAIR ARCH F III G -�134" HIGH REACH -IN FREEZER -II 4 � RECEPTION F 7 H -METAL SHELVES 3 OR McKFAN ICI 1 - NOT USED STATE OF WASHINGTON 14 �,:.- B -. J - NOT USED K - DESKS FOOD ROOM L - NOT USED 200 L f M - SOFA --- N -FOOD .ROOM FILES A 5 I. O - LOCKING EQUIPMENT CABINET I I ... _ P - SCALE G G G G G Q- TV 4. R - FI FI ----- - -- - --- ( Q -NOT USED S - RECEPTION DESK 5 FURNITURE PLAN SCALE: 114'-1'-0' a 1' 4' I .:...,..: O' 9' A. A 2 3 4 5 6 7 8 E B ( C ( D I E I F 3 CENTER FRAMES ON WALL VERIFY 9 � scaLE: v2^=1'-or IE-oi - 10 o< A I B ( C I D PICTURE FRAMES E G I H I J I K OUTLETS PER PLAN COLOR PRINTER O METAL LATERAL FILES (NIC) — — ALL SHELVES TO BE ADJUSTABLE 5134 REGISTERED ARCH 3 BRUC McKEAN STATE OF WASHINGTON 4 FOOD ROOM STORAGE SCALE: I/2'=1'-0° IE-01 5 6 I 46' TV ELEVATIONS I _ _ 7 I JENNEY CRAIG 8 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON REVISION DATE REVIEWED FOR CODE COMPLIANCE APPROVED 9 FEB 012019 TV /STORAGE ELEVATION Gky OfTUkwila BUILDING DIVISION DATE JOB NO. 01.11.19 a18-177 SCALE: I/2"=1'-0' IE-01 PERMIT PHASE urr%u^13 RECEIVED' CITY OF TUKWILA 10 �� im112019 PERI'AIT CENTER DRAWING NO F I G ( H I J ( V i� ©Neix Desgn Group All rights reserved :m i m i x:�m�a. �wr n� a a . y ion o, by wn mw� ,mom w�::�.n Ma aw„ xesx s�yc�a A A C TILE LINE *_LqlLET ELEVATION: I/2"=1'-0" IS"x30 MIRROR - ENTERED OVER SII \ \ \ \ \ / / TOILET ELEVATION SCALE: I/2"=I'-0" g I C D I E I F I G I H I J I K 19 Ira a TILE LINE----_ in P, ENMOTION TOWEL DISPENSER HeAILM design group ENMOTION SOAP DISPENSER 2 1 AMERICAN INSTITUTE OF ARCHITECTS O 5134 REGISTERED ARCH T OR M.KCAN L 8•-5" STATE OF WASHINGTON 4 TOILET ELEVATION SCALE: I/2"=1'-O" 5 LINE. 6 TILE LINE ET SEAT COVER DISPENSER 39" - 41- L VERTICAL GRAB BAR i RESTROOM 42" LOW. GRAB BAR ELEVATIONS 54" MIN. LONG GRAB BAR p COMPACT DOUBLE ROLLTISSUE DISPENSER SANITARY NAPKIN RECEPTACLEJENNEY CRAIG i 8 :OR CONFIGURE WATER AND DRAIN PIPES TO AGAINST CONTACT. THERE SHALL BE NO SHARP g•_5^ 17055 SOUTH CENTER PARKWAY SIVE SURFACES UNDER THE SINK. -- TUKWILA, WASHINGTON REVISION DATE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 012019 9 CRY Of la BUILDING DIVISION DATE JOB NO, *4941�.�ELEVATION 01,11.19 a]8-177 PERMIT PHASE ® RECEIVED CITY OFTUKWILA 10 AV JAN 1 12019 PERMIT CENTER LI - DRAWING NO. I. E I. F I G I 1 1 I J ( K© Helix Desgn Group: Alb rights reserved. "o n"n or m" m�"mem "wy x rea:o"�m " "m r"gym o• M s arMut PvemnSn'n x�n9 ircm HvSx CestgCmq A I B PA 3 4 ACCESSIBLE DOOR SIGNAGE F-1 F-1 F-1 1:1 E:l F-1 F-1 E:l 5 15-1 19 8 C I D I E IF I G I H RECEPTION DESK OUTLET GROUPING SCALE: N.T.S 9 go CAT 5 vm- 3.Gitif Mll CAT 5 CAT 5 CAT 5 10 *_g,AL TELEPHONE JACK A I B I C I D I E LETTER 4 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 t 1:10. LETTERS AND NUMBERS SHALL BE RAISED V32I, UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE RAISED CHARACTERS SHALL BE AT LEAST 5/8" BUT NO HIGHER THAN 2'. SIGNS 8" MAX. FROMTO BE LOCATED 60' A.F.F. TO CENTERLINE OF 524N;ETHE STRIKE SIDE OF THE DOOR FRAME, CLEAR OF DOOR SWING. 'I EXISTING STRUCTURE , /-\—SHOT PINS I.C.B.0, #163q 3 5/8' 25 GA. METAL STUD BRACING @ 10'-0 ' O.C. OR AS REQ`D BY WALL CONFIGURATION #8 SHEET METAL SCREWS SUSPENDED ACOUSTICAL CEILING 3 5/8' 25 GAUGE METAL STUDS @ 16' O.C. WITH 5/8' TYPE "X' GYP. BD. EACH SIDE, ATTACHMENT PER 113C TABLE 2507.2 RAMSET PIN #1505 ICC# E5R-17qq CONTINUOUS SEALANT EACH SIDE @ FLOOR SLAB N=-. ALL METAL STUD FRAMING TO BE PER ANGELES METAL SYSTEM SPEC I.C,B.0, #1715 SEPT. '93 OR APPROVED EQUAL USE RAM5ET PIN #1508, 107# F5R-1799, 0,13q° DIA. X I- LONG, POWER DRIVEN PINS WITH 314- EMBED @ 36" O.C. PARTITION*_.DETAIL No Is 9k 2�i!��� AMERICAN INSMTE OF ARCHITECTS 5134 REGCHOISTE ED AR 3 BR.0 MN STATE OF WASHINGTON 4 5 M. EXISTING STRUCTURE ------- SECTIONS SHOT PINS I.C.B.O. #163q AND 3 5/8, 25 GA. METAL STUD 7 DETAILS BRACING @ 10'-0' O.C. OR AS REOD BY WALL CONFIGURATION 147----�51.15PENDED ACOUSTICAL CEILING 7ffl \—. SHEET- METAL SCREWS JENNEY CRAIG 3 518" 25 GAUGE METAL CAT 5 STUDS @ 16' O.C. WITH 5/8' TYPE 'X" GYP. BD. EACH SIDE, ATTACHMENT PER IBC TABLE 2507.2 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON MSET PIN #1505 ICC# ESR-179g REVISION DATE C CONTINUOUS SEALANT EACH SIDE @ FLOOR SLAB REVIEWED FOR CODE COMPLIANCE —LiffNQTE,. ALL METAL STU APPROVED FRAMING TO BE PER 0 1 019 ANGELES METAL SYST m FEB 012019 SPEC I.C.B.O. #1715 5E t. CAT 5 ORAPPROVED EQUAL USE RAM5ET PIN #1508, ICC# E5R-1799, 0.13q" DIA. X I- LONG, POWER DRIVEN PINS WITH 3/4- I Cit Y Of Tukvvila UILDING DIVISION DATE JOB NO. 01.11.19 a 18-177 PERMIT PHASE EMBED @ 36' O.C. *_�� T DESK TELEPONE JACKS PARTITION DETAIL SCALE: 3'=I'-0" RECEIVED CITYOFTUKWILA JAN 1 1 2019 PERMIT CENTER 10 A vuDRAWING NO. F G H K Heli !eziz .�rou AllriVs,reserved: "x A B I C 1 2 3 4 5 6 7 8 .............. - - D ( E F I G I H J I K 1 design groLip 2 0 AMERICAN INSTITUTE OF ARCHITECTS 5134 REGISTERED ARCH 3 BRUC MCKEAN STATE OF WASHINGTON 4 5 0 DETAILS 7 JENNEY CRAIG 8 17055 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON N COVED SHAPED EDGING T REVISION DATE 9 REVIEWED FOR 9 CODE COMPLIANCE APPROVED �s - *__�g�.�PTION DESK RESTROOM TILE FEB 012019 DATE JOB NO. 01.17.19 a18-177 F SCALE: N.Ts City orrulL,ta PERMIT PHASE BUILDING DIVISION 9 Fs 70 1 RECEIVED R CITY OF TUKWILA o JAN 1 12019 e 1 /� 1 O � PERMIT CENTER a� DRAWING NO A I B I C I D I E F I G I H ( J ( K © e�Xloeal9�Grew �All lynrsmeoe"od onyx s wlMul pe�mssw r vg Iwm Nely Ma9n Gout