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HomeMy WebLinkAboutPermit D19-0066 - WALSH GROUP - INTERIOR IMPROVEMENTS ON 5TH FLOORWALSH GROUP 16400 SOUTHCENTER PKWY 501 D19-0066 Parcel No: Address: �-^�xx � Tukwila ^~U~� ��n v ��m^��Una Department ofCommunity Development 6]OO6outhcenverBoulevard, Suite #1OO Tukwila, Washington 9O1Vx Phone:206'43l'3670 Inspection Request Line: 2O643V+9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049021 Permit Number: D19-0066 Project Name: WALSH GROPU Issue Date: 3/18/2019 Permit Expires On: 9/14/2019 Owner: Address: Contact Person: Contractor: License No: Lender: Name: 283582NDAVE SE5TE5l'MERCER ISLAND, WA, 98040 UNDADU[EY Phone: (206)408-8518 lZ0OFIFTH AVE, 5TEl30O'SEAT[LE, VVA'98lUI DPINC GENERAL CONTRACTORS Phone: (206)361'2989 199368ALL|mGERWAY NE, SEATTLE' WA, 98155 DP|N[G[O068U Expiration Date: 1/31/2028 ]OHN[R4DOVICMDEYCO 283582NDAVSE #S-1.MER[[R ISLAND, WA, 98040 DESCRIPTION OF WORK: INTERIOR TENANT IMPROVEMENTSON THE FIFTH FLOOR TO INCLUDE: DEMOLITION OF PARTITIONS AND DOORS, CONSTRUCTION OF PARTITIONS, DOORS AND CASWORK, RELOCATION OD EXISTING LED LIGHT FIXTURES, NO STRUCTURAL WORK AND NO CORE ALTERATION Project Valuation: $I50,80000 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type ofConstruction: |u\ Electrical Service Provided by: TUKWILA Fees Collected: $3,48455 Occupancy per IBC: 8 Water District: 0KWIL4 Sewer District: TUKWILA Codes adopted bythe City nfTukwila: International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: as Code: National Electrical Code: VYACities Electrical Code: VVA[Z8O46V: Code: Public Works Activities: Channel badon/Sthping: [unb[vt/Accpo/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: HauUnX/OversizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: O Number: 0 No Permit Center Authorized Signature: / Date: 07/[1�,5 . If |hearbycertify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compiled with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance nfwork. |amauthorized tosign and obtain this development p- -m* , and agree to the.�ee nclitions at,-ched to this permit. Signature: w�^�� g� / ����r �� // Da 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 orabandoned for aperiod of180days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS` 2: Work shall beinstalled |naccordance with the approved construction dncuments,ondanychanQesmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. ]: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE7,Chapter l3. 5: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than 6feet inheight shall belaterally braced tothe building structure, Such bracing shall beindependent ofany ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception, 8: 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 onsatisfactory completion ofthis requirement, 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued bythe City of Tukwila Permit Center, 11: VALIDITY OF PERMIT: 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 of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft, of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers.or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 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 is not more than 3.5 feet (1067 mm) above the floor, The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label 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 be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1010.1.9) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 21; 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 or twisting of the wrist to operate. (IFC 1010.1.9.1) 22: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1013.1) AIW 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes ofthe letters not less than O.7S inch (lB.1mm)wide. The word ''EXO~'shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not beless than O.375inch (9.Smm). Signs larger than the minimum established in the International Fire Code shall have letter widths, strokes and spacing inproportion totheir height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means isurisnot energized, |fanarrow isprovided a»part ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|F[101l6.1) 24: Exit signs shall beilluminated atall times. Toensure continued illumination for aduration ofnot less than 9Dminutes incase ofprimary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (|F[101163) 25: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress atfloor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1008.3.5) 29: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building isaltered, remodeled n/added to. Alterations tofire protection systems shall bedone inaccordance with applicable standards. (|F[90l.4) 27: Sprinklers shall beinstalled under fixed obstructions over 4feet (l.Zm)wide. (NFPA13'8.G.5.3.3) 26: All new sprinkler systems and all modifications tnexisting sprinkler systems shall have fire department review and approval ofdrawings prior toinstallation ormodification. New sprinkler systems and all modifications tusprinkler systems involving more than 5Oheads shall have the written approval ofFactory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau. Nosprinkler work shall commence without approved drawings. (City Ordinance No. Z436). 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #Z437) 30: Afire alarm system isrequired for this project. The fire alarm system shall meet the requirements of N.F.P.A.7]and City Ordinance #24]7. 32: Maintain fire alarm system audible/visual notification, Addition/re location of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) ]l: All new fire alarm systems urmodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nnwork shall commence until afire department permit has been obtained. (City Ordinance #Z437) (IF[9O1.2) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA7O) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No, D011lofthe International Building Code. 36: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door, 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ufsuch condition orviolation. 38: These plans were reviewed byInspector 511. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(2O6)575'44D7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2o6)438-935V 1700 BU(iD|N6F|mAL~~ 0611 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYP5UK1BOARD 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. big 00(00 Project No. Date Application Accepted: ict Date Application Expires: (a--)-1 (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.: 295490-0425 Site Address: 16400 Southcenter Parkway, Tukwila WA 98188 Tenant Name: WALSH GROUP 501 Suite Number: 5 Floor: PROPERTY OWNER (Building Representative) Name: John C Radovich Development Address: 2835 82nd Ave SE City: Mercer Island State: WA zip: 98040 CONTACT PERSON — person receiving all project communication Name: Linda Ducey Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax Email: LDucey@nelsononline.com GENERAL CONTRACTOR INFORMATION — Company Name: DP Incorporated General Contractors Address: 19936 Ballinger Way NE City: Seattle State: WA Zip: 98155 Phone: (206) 361-2989 Fax: Contr Reg No.: DPINCGC066BU Exp Date: 01/31/2020 Tukwila Business License No.: BUS-0994280 New Tenant: .....Yes ..No ARCHITECT OF RECORD Company Name: NELSON Architect Name: Adam Segalla Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8518 Fax: Email: ASegalla@nelsononline.com ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: John C Radovich Development Address: 2835 82nd Ave SE City: Mercer Island State: WA zip: 98040 HAApplications\ Forms -Applications On Line12011 Applications0'ermit Application Revised - 6-9-11.docx. Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 150,000 Describe the scope of work (please provide detailed information): Interior tenant improvement on the 5th floor to include: - Demolition of partitions and doors - Construction of partitions, doors and casework - Relocation of existing LED light fixtures - No structural work and no core alteration Existing Building Valuation: $ Will there be new rack storage? D Yes 0.. 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 I' Floor 0 Floor 7a Floor 0 Floors 5 thru 5 9,650 3,500 0 0 II -A B Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 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 Area (sq 11): 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 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Z Automatic Fire Alarm LI None LJ ,.,....Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? D Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2 x I I "paper including quantities and Material ety 1. 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 Departrnent. HAApplicationsWorms-Applications On Line1201 I ApplicznionalPermit Application Revised - 8-9-1 1.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Addition of a new dishwasher and ADA compliant sink Call before you Dig: 81.1. Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District # 125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highlinc ❑...Valley View ❑ .. Renton ❑... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ --.Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for Tess than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ...Total Cut 0 ...Total Fill 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water cubic yards cubic yards ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑...Water Only Meter Size. ❑ ...Sewer Main Extension.............Public ❑ 0 ...Water Main Extension 1'ublic ❑ ❑. ❑• ❑. 1.1 ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑...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 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding wo wo # WO # ❑...Deduct Water Meter Size Private ❑ Private 0 11 FINANCE INFORMATION Fire Line Size at Property Line ...Water ❑...Sewer Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: ApplicationsWorms-Applications On Line\20I 1 ApplicationslPermit Application Re Revised: August 2011 bh sed - 8.9- t I _ docx 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. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 FIEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDIN RAUTHO „ Signature: Date: 02/18/2019 Print Name: ebecca Davison Day Telephone: (206) 267-6061 Mailing Address: 2385 82nd Ave. SE., suite 300 Mercer Island WA 98040 City State Zip HAApplicationsWorms-Applications On Line \2011 Applications \ Permit Application Revised - 8-9-11.docz Revised: August 20! bh Page 4 of 4 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $3484.55 D19-0066 Address: 16400 SOUTHCENTER PKWY 501 Apn: 2623049021 3,484.55 Credit Card Fee 101.49 Credit Card Fee R000. 69,90 .00.00 000 $1O1.49 DEVELOPMENT $3284.29 PERMIT FEE R000.322.100.00.00 0.00 $1,975.33 PLAN CHECK FEE R000.345.830.00.00 0,00 $1,28396 WASHINGTON STATE SURCHARGE B640.237.114 0,00 $25.00 TECHNOLOGY FEE 98.77 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16944 R000.322,900.04.00 0.00 $98.77 . $3,484.55 Date Paid: Thursday, February 21, 2019 Paid By: REBECCA DAVODSON Pay Method: CREDIT CARD 96338G Printed: Thursday, February 21, 2019 1:57 PM 1 of 1 CR Y T S CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 02/21/2019 01:57:20 PM CREDIT CARD SALE VISA CARD NUMBER: **********8337 K TRAN AMOUNT: $3,484.55 APPROVAL CD: 96338G RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you!! Merchant Copy INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- Permit Inspection Request Line (206) 438-9350 Project: ril • Type of Inspection: '" � sr✓ Address: Date ailed: Sp - cial Instrucuons: D . e Wanted: p.m. _ _ Requester: Phone No: zc Z 7 7 VApproved per applicable codes. OMMENTS: Corrections required prior to approval. Inspecto Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 beCt 0 06:43 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 670 Project: • a Type of nsp ion: Address: •i.: ....wLi Date Called: Special n uc : Date Wanted: C7ra—r—i., Requester: .....\A Phone Phone No: 2410 2417 C7e131 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must b paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectilon. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Type Inspection: e. Address: Date Calied: Special Instructs 1 Date to : a.m. P.m. Req nester: Phone No: 2 //- Zti 7 / Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector; "' ,,' /'"' ,, Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. 9'ERMIT COORD COPY (:5 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0066 DATE: 02/21/19 PROJECT NAME: WALSH GROUP SITE ADDRESS: 16400 SOUTHCENTER PKWY - SUITE 501 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: ftwC /4)\ Building Division sfiNor /0\ Public WorksPIP AtA ifWC 3+17 112- fr-F 14V\ Fire Prevention Planning Division Structural Permit Coordinator at PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 02/26/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: 061 Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/26/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW D Staff Initials: i 2/ I S/2O I J D P INC GENERAL CONTRACTS Page 1 of 2 Home iaiiI Contact. Safety & Health Claims & Insurance Ck/ Washington State Department of Labor & industries !Search L&I AZ ndex 1 lelp Nly Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DODSON, WILLIAM, PRESIDENT Doing business as D P INC GENERAL CONTRACTORS WA UBI No. 601 515 833 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. DPINCGC066BU Effective — expiration 01/31/1994— 01/31/2020 Bond Active. Meets current requirements. Merchants Bonding Co (Mutual) $12,000.00 Bond account no. WA28622 Received by L&I Effective date 12/27/2012 01/31/2013 Expiration date Until Canceled Bond history Insurance Continental Western Ins Co Policy no. CPA6015605 $1,000,000.00 Received by L&I Effective date 08/21/2018 09/15/2016 Expiration date 09/15/2019 Insurance history Savings No savings accounts during the previous 6 year period. t4 490 orsavings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Help us improve „ 1 / Ir. 1. Trir_z-rk C1 co-,'" 0-1 Tr,_1-vryr-mnrir,f1CCLITT17.,C A AI7- BUILDING INFORMATION SITE ADDRESS: 16400 SOUTHCENTER PKARYWAY WKWILA, WA 98188 NELSON 401111111111 0 0 'pV"ft '011111111%, N 0 * T110E WALtotl UR(Jui . I ... - �` '��.. o - x SOUTHCENTER r v t OUTBACK STEAK HOUSE PARCEL NUMBER: 262304-9021 LEGAL DESCRIPTION: PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT #77-51-55 AKA BLA #3-79 REC #7904180861 So PLAT DAF - POR SE 1/4 OF NW 114 BEG AT MONUMENTAL INTSN OF C/L'S OF SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BIND S 164TH ST TH S 8-45-5 E 325.05 FT TH S 0-25-SB E 30 FT TO AN INTSN WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S 0-25-58 E 200 FT TH S 89-45-58 E 350 FT TH S 0-25-58 E 1093.20 FT TH N 89-43-19 W 626.31 FT TO E MGN SOUTHCENTER PARKWAY TH N 0-57-48 W 1241.85 FT TO A PT OF CURVE TH NLY & ELY AUG ARC OF CURVE TO RGT PAD 50 FT THRU C/A 91-11-50 79.53 FT TO S MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 LESS RD PER SUP COURT #09-2-19459-9 MIT ZONING: TUC -RC BUILDING DESCRIPTION: FIVE -STORY OFFICE BUILDING WITH SURFACE PARKING DATE OF CONSTRUCTION: 1979 CONSTRUCTION TYPE: II -A SEPARATE PERMIT ERED FOR: FIRE PROTECTION: FULLY SPRINKLERED Mechanical NUMBER OF STORIES: 5 Q'�Plumbing BUILDING TOTAL FLOOR AREA: *13,444 SF I�G8s Piping City of Tukwila BUILDING DIVISION PROJECT DESCRIPTION TENANT IMPROVEMENT TO AN EXISTING SUITE ON THE 5TH FLOOR TO INCLUDE: - DEMOLITION OF PARTITIONS, DOORS AND RECITES CONSTRUCTION OF PARTITIONS, DOORS AND RECITES - RELOCATIONS OF LIGHT FIXTURES NEW FLOORING MATERIAL MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION ARE BY OTHERS, UNDER SEPARATE PERMITS BY DESIGN / BUILD CONTRACTORS - DEFERRED SUBMITTALS. PROJECT AREA SUITE AREA FLOOR AREA. FLR #5 1 t3,500 SF 9,650 SF (NO CHANGESI 13,444 SF (NO CHANGES) APPLICABLE CODES BUILDING: 2015 INTERNATIONAL BUILDING CODE (IBC) EXISTING BUILDING: 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) FIRE: 2015 INTERNATIONAL FIRE CODE (IFC) PLUMBING: 2015 INTERNATIONAL PLUMBING CODE (IPC) MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE (IMC)'.,+., GAS PIPING: 2015 INTERNATIONAL FUEL GAS CODE (IFGC) ELECTRICAL: 2017 NATIONAL: ELECTRICAL CODE (SEC). ENERGY: 2015 WASHIN°TON CODE (WSEC) ACCESSIBILITY: ICC/ANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGSAND FACILITIES PROJECT DIRECTORY TENANT: THE WALSH GROUP 16400 SOUTHCENTER PARKWAY, SUITE 501, SEATTLE, WA 98188 PHONE: 206-394-7300 - EMAIL: DBENJAMIN@WALSHGROUP.COM CONTACT: DOUGLAS BENJAMIN BUILDING REPRESENTATIVE: JOHN C RADOVICH DEVELOPMENT SOUTHCENTER PLACE 2835 82ND AVENUE SE, MERCER ISLAND, WA, 98040 PHONE: 206-267-2669 —D soUTF10ENTER PARKWAY EMAIL: REBECGADAVIDSON@JCRDEVCO.COM TUMDA WA salsa CONTACT:-REBECCA DAVIDSON ARCHITECT: NELSON 1200 SIM AVENUE, SUITE 1300, SEATTLE, WA 98101 PHONE: 206-408-8500 EMAIL: LDUCEY@nelsononline.com CONTACT: LINDA DUCEY CONTRACTOR: DP INCORPORATED GENERAL CONTRACTORS ECEIVED 19936 BALLINGER WAY NE, SEATTLE, WA&W()r TUJi %'tILA PHONE: 206-361-2989 EMAIL: VASILY@DPINC.NET CONTACT: BILLY SHADRIN FES 212019 R 1 LOCATION MAP � (2i SITE PLAN AN-0 NOT TO SCALE AN-0 SCALE: 1/64"=P-0" 2 PROJECT PROJECT TRUE NORTH NORTH NORTH 3 3 E 1 E a I� 2 E wg PERMIT CENTER DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE DRAWING REVISION NUMBER REVISION ISSUE .DATE GENERAL AN-0 COVER SHEET 02/18/19 AN-1 LIFE SAFETY PLAN 02/18/19 AN-2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS 02/18/19 ARCHITECTURAL AO-1 DEMOLITION PLAN 02/18/19 AS-1 CONSTRUCTION PLAN 02/18/19 A2-1 REFLECTED CEILING PLAN 02/18/19 A7-1 ELEVATIONS & CASEWORK DETAILS 02/18/19 A9-1 PARTITION TYPE, DOOR SCHEDULE & DOOR FRAME/RELITE ELEVATION 02/18/19 D 19— 006(o Neico Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206j 223-4999 Fax: (206j 223-4990 PLANNING APPROVED, W' bhangi (Nes can be made to these X $$ tl 't approval from then' fanning g Division of DCD ,pproved By: J �a �S t Date: — FIL PY /� Permit No. �b�i9° ors. �..IfL. Plan review approval is subject to errors ana omissions. Approval of construction tlotutaents nor autn a vimauon of any a ap(tla CASe oMina . Re .iprof aapror Itl Cody no sis sn e oa e' co vine sUitO c DrvlsroN consultants Description: No: By: Date: PERMIT SET REVIEW BMT 02/05/2019 PERMIT SET BMT 02/18/2019 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 15 2019 ;j�(,(,af Ta wila� PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 client THE WALSH GROUP TENANTIMPROVEMENT 16400 SOUTHCENTER PARKWAY, SUITE 501 TUKWILA, WA 98188 Project name & address COVER SHEET sheet title 1 94 REG RED ARC CT STATEOFWAg.N T N seal Proj. No: 19.00311.00 Drawn By: BMT Project Manager: LD Reviewed By: LD Designer. BMT Approved By: AS AN-0 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIORTO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 0 NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED EGRESS AND LIFE SAFETY GENERAL NOTES 1. DOT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR THE USE OF A SPECIAL KEY OR LATCH. 2. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE OR AN "H" OCCUPANCY. 3. UNLATCHING FORCE OF PANIC HARDWARE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF TRAVEL. �• 4. MEANS OF EGRESS SHALL BE ILLUMINATED AT ANY TIME THE BUADING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT CANDLE AT WALKING L SURFACE LEVEL EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT i CIRCUIT WITH BATTERY BACKUP EXIT ILLUMINATION SHALL BE PROVIDED FOR NOT LESS " ' THAN 90 MINUTES VIA STORAGE BATTERIES, R ON SITE GENERATOR, ES O - RATO - ,.... CORRIDORS SHALT- B 5 E MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44 AND 7 6 NIMUM / c _ I MINIMUM 6 8 DOOR HEIGHT. 7. DOORS ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR DOT WIDTH 8Y MORE THAN HALF. 8- MAIN EXIT DOORS WITHOUT PANIC HARDWARE SHALL HAVE A SIGN WITH LETTERS ON A CONTRASTING BACKGROUND STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS ® EA ,.. - - �- ,. i,. v ,,., I SPACE IS OCCUPIED" - ' "'" �'^="-'' `• 9- EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION PROVIDED TO NELSON C „ BY THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY CONSEQUENCES WHICH MAY RESULT c�LL EXIT `� `�4A EC EAD FROM THE CHANGE OF USE OR OCCUPANT LOAD AFTER PROJECT COMPLETION. O 10. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES WITH EMERGENCY ELECTRICAL BACK-UP POWER. _ T ? ~'' ® 11. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT CANDLES EXIT SIGNS SHALL .,, HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER \'�, LONGEST DIAGONAL ±165' FROM BATTERIES. - - --_-- - _ ' --_ -� 16 ( ( RINKLER )=055---� 5 3 SP ED 12. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL AND MODIFICATION OF THE FIRE DEPARTMENT FIELD INSPECTOR. AREA OF WORK t3,500 SF LIFE SAFETY PLAN 0 4' 8' 16' SCALE: 1/8" = P-0" EMERGENCY ILLUMINATION FOR BUILDINGS AND DURATION OF ILLUMINATION (1008.3.2--1008.3.5) In the event of power supply failure In Rooms and spaces, an emergency electrical system shall automatically illuminate all of the following areas: 1. Electrical equipment rooms, 2. Fire command centers, 3. Fire pump rooms, 4. Generator rooms, S. Public restrooms with an area greater than 300 square feet. The emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or an on -site generator. Illumination level under emergency power, the lighting facilities shall be arranged to provide initial illumination that is not less than an average of 1 footcandle and a minimum at any point of 0.1 footcandle measured along the path of egress at floor level. illumination levels shall be permitted to decline to 0.6 footcandle: average and a minimum i at any point of 0,06 footcandle at the end of the emergency lighting timeduration, A maximum -to -minimum: illumination uniformity ratio Of40 to t shall not be exceeded. CODE ANALYSIS OCCUPANT LOAD: 100 SF PER OCCUPANT FOR BUILDING USE PER IBC TABLE 1004.1.2 9,650 SF(SUITE 501) 01:100=97 OCCUPANTS EXITING REQUIRED PROVIDED NUMBER OF EXITS; 50-500 OCC LOAD = 2 EXITS 4 GROUP B TABLE SOO6.2.1 a TABLE 1006.3.1 COMMON PATH OF EGRESS: 100' MAX. W/ SPRINKLERS *is, GROUP B TABLE 1006.2.1 SEPARATION OF EXITS: MIN 1/3 MAX OVERALL DIAGONAL t72' SECTION 1007 DIM OF SPACE SERVED W/ SPR=t55' EXIT ACCESS TRAVEL DISTANCE: 30V W/ SPRINKLERS ±88' GROUP B TABLE 1017.2 EXIT PLAN LEGEND i 1 20151BC SECTION 1008 MEANS OF EGRESS ILLUMINATION REQUIRED The means of egress serving a room or space shall be illuminated at all times that the room or space is occupied; illumination level shall be not less than 1 footcandle at the walking': surface. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of power supply failure in rooms and spaces that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Aisles, 2. Corridors, 3. Exit access stairways and ramps. In the event of power supply failure in buildings that require two or more means of egress, an emergency electrical system shall automatically illuminate all of the following areas: 1. Interior exit access stairways and ramps. 2. Interior and exterior exit stairways & ramps, 3. Exit passageways, 4. Vestibules at level of discharge, S. Exterior landings and areas - used for exit discharge EXIT 0' - - - -� TOTAL DISTANCE EXIT ACCESS DOOR ® ® EXIT SIGNAGE r r L DIRECTIONAL I— — — NON -DIRECTIONAL (6 l REVIEV'JED FOR P CODE COMPLIANCE APPROVED MAR 15 2019 City of Tukwila BUILDING DIVISION FIECFIVED CITY OF TUK%VILA FEB 212019 PERMIT CENTER J Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)223-4999 Fax: (206)223-4990 consultants Description: No: By: Date: PERMIT SET REVIEW BHT 02/0512019 PERMIT SET BMT 02/18/2019 revisions SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 client THE WALSH GROUP TENANTIMPROVEMENT 16400 SOUTHCENTER PARKWAY,: SUITE 501 TUKWILA, WA 98188 project name & address Nil;&)i1`... s i sheet title Real '4 ARC EC7 sTATEOF a N seal Proj. No: 19.00311.00 Drawn By: BMT Project Manager: LD Reviewed By: LD Designer: BMT Approved By; AS AN-1 ALL DIMENSIONS AND CONDInONS MUST BE CHECKED AND VERIFIED ON SITE BYTHE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 All RIGHTS RESERVED . GENERAL NOTES 1. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING 34. FOR ALL NEW WOOD PRODUCTS, INCLUDING BUT NOT LIMITED TO AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH PARTICLE BOARD, MDF, PLYWOOD, OSB AND WOOD DOORS, THE THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO _ CONTRACTOR SHALL FURNISH MATERIALS THAT CONTAIN NO THE GOVERNING CODES, RULES AND REGULATIONS ARE COMPLETE THEIR WORK, IT IS EXPECTED THAT THE GENERAL ADDED UREA-FORMADALHYDE. COLLECTIVELY REFERRED TO AS "THE CODE." THE CONTRACTOR CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH 35. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS PERFORMING THE WORK. WITHOUT DELAY. PART OF THE WORK. - 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING 15. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND 36. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND ANY TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. ON REGULAR OR OVERTIME BASIS, AND IN GENERAL ANY SPECIAL SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE 37. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS DELIVERY TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED CONTRACT DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH ITEMS POSE A DELAY TO THE ON -TIME COMPLETION OF THE PRIOR TO SUBMISSION OF BID. EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUB- VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR ACCEPTABLE. AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES COMMENCEMENT OF ANY CONSTRUCTION. 3& SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY AND CHANGE ORDERS. 16. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL THE ARCHITECT. WHERE THE TERM Q "ORE UAL" IS USED THE 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE DURING THE BID SELECTION PERIOD. ANY AND ALL LIMITATIONS, THE INFORMATION FURNISHED BY THE CONTRACTOR. PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH BE USED. TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS 39. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S WORK. THE ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT EXPENSE WITHOUT CHARGE TO THE OWNER. 17. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER SPECIFIED. IF THE CONTRACTOR, THE OWNER, OR THE OWNER'S 5. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE VERIFIED IN THE FIELD. NEITHER THE OWNER NOR THE ARCHITECT ATTACHMENT, REVISES A CONSTRUCTION DETAIL, OR IN ANY WAY CONTRACTOR SHALL: IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE a. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN, ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING 18, WITHIN ONE (S) WEEK (FIVE BUSINESS DAYS), OF THE AWARD OF RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURES) AND TENANT BUSINESS HOURS THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE. b. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL 40. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN TENANTS OF BUILDING. RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. c. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT CAUSE SHALL INDICATE ALL ORDERING LEAD TIMES LENGTH OF TIME FOR 41. SUBMITTALS THAT CONTAIN ERRORS INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED EMAYBEEXCESSIVE WARE INCOMPLETEORINADEQUATE MAY BE RETURNED WITHOUT ' OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND COMPLETION DATE. ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE i APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT 19. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND THE RESFONSIBILITY OF THE CONTRACTOR. ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC JOB MEETINGS REQUIRED BY THIS CONTRACT. 42• REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF > AREAS SUBJECT TO CONSTRUCTION TRAFFIC. SHOE WIPING 20. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN DEPARTMENT PRIOR TO START OF CONSTRUCTION. REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE :i CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL ACTIVE 21. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE 2 AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. RESPONSIBILITY OF THE CONTRACTOR UNO. DEVIATIONS AT THE TIME OF SUBMISSION. d. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, 22• THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL 43. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S ' DUST -PROOF PARTITIONS, BARRICADES, FENCES AND TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE FOR ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING "FIELD DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF MEASURE." i AND TO PREVENT DAMAGE TO ADJACENT CONSTRUCTION THE SAME IN CONNECTION WITH THIS CONTRACT.44. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, - WHICH IS TO BE LEFT IN PLACE. WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE e. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE 23. OF THE INEVITABLE WASTE THAT IS GENERATED, AS MANY OF THE CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY r SHEET METAL AND AIR CONDITIONING NATIONAL WASTE MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED, THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION SALVAGED, OR RECYCLED. WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED. CONTRACTOR SHALL COORDINATE WASTE 45, THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE 2007, ANSI/SMACNA 008-2008 (CHAPTER 3). PROTECT STORED MATERIALS HANDLING AND SEPARATION FOR ALL TRADES. CONTRACTOR SHALL PROVIDE SEPARATION, HANDLING, JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL OF ANY WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION OWSITE AND INSTALLED ABSORPTIVE MATERIALS FROM TRANSPORTATION, RECYCLING,. SALVAGE, AND LAND -FILLING FOR OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH MOISTURE DAMAGE. ALL DEMOLITION AND WASTE MATERIALS. RECYCLABLE MATERIALS ARCHITECT'S REVIEW IS REQUIRED. I. IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED CAN BE COMMINGLED IN DUMPSTERS ON -SITE AS LONG AS 46. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR DURING CONSTRUCTION, FILTRATION MEDIA WITH A PROVISION IS MADE FOR HAULING TO A TRANSFER STATION WHERE SHALL PREPARE A "PUNCHLIST' OF CORRECTIONS AND T MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST SEPARATION WILL OCCUR. TRANSFER STATION MUST PROVIDE UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE BE USED AT EACH RETURN AIR GRILLE. DOCUMENTATION REPORTING TYPES OF MATERIALS SEPARATED BY ARCHITECT. 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, LOAD AND PERCENTAGE OF EACH LOAD. FINAL DESTINATION OF 47 THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY SORTED MATERIALS MUST ALSO BE REPORTED. DIVERSION GOALS: COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR A MINIMUM 75°!o OF TOTAL PROJECT WASTE SHALL BE DIVERTED WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS FROM LANDFILL. THE FOLLOWING WASTE CATEGORIES, AT A TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS MINIMUM, SHALL BE DIVERTED FROM LANDFILL: CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. A. CLEAN DIMENSIONED WOOD, PALLET WOOD PHASES OF CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE B. PLYWOOD, OSB, AND PARTICLE BOARD 48. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE C. CONCRETE SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL D. CARDBOARD, PAPER, PACKAGING RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL AND PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY E. METALS ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING F. GYPSUM DRYWALL (UNPAINTED) FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, ' HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS BY GOVERNING AGENCIES HAVING G• ACOUSTIC TILE INCLUDING ALL PUNCHLIST ITEMS, THIS INFORMATION SHALL BE I NECESSARY AND REQUIRED JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES. H. PAINT NEATLY TRANSFERRED THE CONTRACTOR A SET OF DRAWINGS, WHICH SHALL L BE MARKED "AS BUILT SET" ANN D COPIES � S. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE L GLASS SHALL BE PROVIDED TO BOTH THE OWNER AND THE ARCHITECT. PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, J. PLASTICS WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OF THE RECEIPT OF ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A K. CARPET AND PAD THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO THE SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS L. BEVERAGE CONTAINERS CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN AND THE PROGRESS OF WORK. 24. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS, MAINTAIN AND WHY SUCH APPROVAL HAS BEEN DENIED. 9. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT PAY ALL COSTS FOR TEMPORARY WATER, PLUMBING, POWER, 49. PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE LIGHTING, HEATING OR VENTILATION REQUIRED TO PROPERLY SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF i CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL CONDUCT THE WORK. MANUFACTURERS' CATALOG, OPERATING INSTRUCTIONS, START-UP i BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. 25. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL CHECK LISTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO. GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE } 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, OFFICE OF THE ARCHITECT. THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, 26. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS PERSONNEL DESIGNATED BY THE CLIENT- IN THE OPERATION OF ALL SUCH EQUIPMENT. ' ELEVATORS, DOORS AND FRAMES, ELECTRICAL AND AIR- AND ELEVATIONS. CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT 27. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' 50. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE EVENTTHAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER i ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE i WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. THE ARCHITECT IMMEDIATELY. FOR THE PROMPT IDENTIFICATION, TESTING, TREATMENT, PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED THE COST THE CONTRACTOR. THE CONTRACTOR 26 THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS. IF THE ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE CONTRACTOR FAILS COMPLETE THE REPAIRS IN A TIMELY OF ONE (1) YEAR, OR AS SPECIFIED IN THE CONSTRUCTION ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED FASHION, SAID REPAIRS WILL 8E MADE BY A CONTRACTOR R CONTRACT. ALL DEFECTS DECLINING IN THE GUARANTEED PERIOD TO THESE MATERIALS. SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED SHALL BE CORRECTED AT NO ADDITIONAL COST. 51. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN ACCORDINGLY. 29. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM TESTED FOR LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS E 11. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL SITE AT ALL TIMES DURING NORMAL WORKING HOURS. PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION . CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF 30. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. ANY PERSON, FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES EQUIPMENT NECESSARY TO EXECUTE ALL WORK, EXCEPT WHERE 52. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC ' (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE NOTED AS NOT IN CONTRACT (N.I.C.). LIABILITY INSURANCE AS REQUIRED BY ANY GOVERNING AGENCIES i ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE 31. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR HAVING JURISDICTION AND COMPLYING WITH STATUTORY. EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS 53. MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR OTHERWISE AGREED UPON. WHERE THE CONTRACT, SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEI"S CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING SUBMITTALS. RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, CODE, OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED OUT OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR SHALL,BE FURNISHED IN ALL CASES. EMPLOYEES. 32. FOR ALL MATERIALS PURCHASED, THE CONTRACTOR SHALL FURNISH c 12. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE MATERIALS WHICH YIELD THE HIGHEST PERCENT OF PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS PRE -CONSUMER (POST-INDUSTRIAL) AND POST -CONSUMER OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- RECYCLED CONTENT. THE CONTRACTOR SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS OF THE BUDGET AND SHALL CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE NOT PURCHASE ANY COST -ADDING MATERIAL OR PAY A PREMIUM PERFORMANCE OF THEIR CONTRACTS. (MORE THAN FAIR MARKET VALUE) WITHOUT PROJECT MANAGER 13. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB AND OWNER ACKNOWLEDGEMENT AND APPROVAL. SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT FINISHED WORK FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT 33. FOR ALL MATERIALS PURCHASED, THE CONTRACTOR SHALL FURNISH OCCUPANCY, THE CONTRACTOR SHALL PERFORM FINAL CLEANING MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS OF THE PROJECT SITE WHERE AVAILABLE, WITHIN BUDGET, WITHIN FAIR OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING MARKET VALUE AND DO NOT PRESENT RISK TO THE PROJECT OF FURNITURE, AND CASEWORK, WASHING AND WAXING OF VCT SCHEDULE. FLOORING AND THE VACUMING OF CARPET. ALL CLEANING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ABBREVIATIONS A G Q A/C AIR CONDITIONING GL GLASS or GLAZING QT QUARRY TILE A/C UNIT AIR CONDITIONING UNIT GRD GROUND QTY QUANTITY A)E ARCHITECT/ENGINEER GWB GYPSUM WALL BOARD AN AUDIO VISUAL GYP GYPSUM R ACT ACOUSTICAL CEILING TILE R or RAD RADIUS ADJ ADJACENT H RB RUBBER BASE AFF ABOVE FINISH FLOOR H HIGH TIER RUBBER AHJ AUTHORITY HAVING HB HOSE BIB RCP REFLECTED CEILING PLAN JURISDICTION HC HOLLOW CORE RECEPT RECEPTACLE AHU AIR HANDLING UNIT How HARDWARE RECT RECTANGULAR ALT ALTERNATE(ING) HEX HEXAGONAL REF REFERENCE ALUM ALUMINUM REINF REINFORCING or ANOD ANODIZED REINFORCEMENT APPROX APPROXIMATE HIM HOLLOW METAL REQD REQUIRED ARCH ARCHITECT HORIZ NORIZONTAL REI RETURN AUTO AUTOMATIC HR HOUR REV REVISE or REVISION AVG AVERAGE HT - HEIGHT RH RIGHT HAND TITO HEATING RHR RIGHT HAND REVERSE B HTR HEATER RM ROOM B/S BUILDING STANDARD HVAC HEATING VENTILATION & RO ROUGH OPENING BEIW BETWEEN AIR COND. ROW RIGHT OF WAY gEV B TIN HOTWATER RPM BLDG BUILDING HWY HIGHWAY RSF RENTABLE SQUARE FEET ELK BLOCK RT RUBBER TILE BLKG BLOCKING I RTU ROOF TOP UNIT BSMT BASEMENT IN INCHES RWC RAINWATER CONDUCTOR BTM BOTTOM INCAND INCANDESCENT BTU BRITISH THERMAL UNIT INCL INCLUDE(ING) or S INCLUSIVE S SOUTH C INFO INFORMATION SAN SANITARY CER CERAMIC INSUL INSULATION SIT STONE BASE CF CUBIC FEET INT INTERIOR SC SOLID CORE CJ CONTROL JOINT SCHED SCHEDULE CL CENTERLINE SCHEM SCHEMATIC CLG CEILING lAN CLOTS JANITOR'S CLOSET SE SOUTHEAST CLOS CLOSET JB JUNCTION BOX SECT SECTION CUR CLEAR JST JOIST SF SQUARE FOOTAGE CMU CONCRETE MASONRY UNIT IT JOINT SHWR SHOWER COL COLUMN SIM SIMILIAR CONC CONCRETE K SPEC SPECIFICATIONS) CONSTR CONSTRUCTION KD KNOCKDOWN SPKR SPEAKER CONT CONTINUOUS KIT KITCHEN SQ SQUARE CONTR CONTRACTOR SQ FT SQUARE FOOT CORR CORRIDOR L SSTL STAINLESS STEEL CPT CARPET L LOW ST STREET CT CERAMIC TILE LAM LAMINATE(D) STD STANDARD CTR CENTER LAV LAVATORY STL STEEL Cu FT CUBIC FEET LF LINEAR FEET STOR STORAGE LH LEFT HAND STRUCT STRUCTURE or D LHR LEFT HAND REVERSE STRUCTURAL D DEPTH LL LIVE LOAD SUSP SUSPENDED OUT, DOUBLE LONG LONGITUDINAL SW SOUTHWEST DEG DEGREES LVL LEVEL SYMB SYMBOL DEMO DEMOLITION or DEMOLISH LVT LUXURY VINYL TILE SYS SYSTEM DEPT DEPARTMENT OF DRINKING FOUNTAIN M T DIAG DIAGONAL M HAL METAL HALIDE T TREAD(S) or TILE DIAM DIAMETER MAINT MAINTENANCE T&B TOP &BOTTOM DISP DISPENSER MAS MASONRY T&G TONGUE&GROOVE DN DOWN MAIL MATERIAL TSTAT THERMOSTAT DR DOORS) MAX MAXIMUM TO TILE BASE DTL DETAIL MECH MECHANICAL TDB TO BE DETERMINED DWG DRAWING MED MEDIUM TEL TELEPHONE DWR DRAWER MEZZ MEZZANINE TEMP TEMPORARYor MFR MANUFACTURER TEMPERATURE E MIN MINUMUM TERR TERRAllO E EAST MISC MISCELLANEOUS TO TEMPERED GLAZING EA EACH MO MASONRY OPENING INK THICK EF EXHAUST FAN MTG MOUNTING THRES THRESHOLD El EXPANSION JOIN MTL METAL THRU THROUGH ELEC ELECTRIC(CAL) TOE TOP OF CONCRETE/CURB ELEV ELEVATION or ELEVATOR N TOS TOP OF STEEL EMERG EMERGENCY N NORTH TOW TOP OF WALL ENCL ENCLOSURE N/A NOTAPPLICABLE I NOT TRANSF TRANSFORMER ENGR ENGINEER AVAILABLE TYP TYPICAL EMIR ENTRANCE NE NORTHEAST EQ EQUAL NEC NATIONAL ELECTRIC CODE U EQUIP EQUIPMENT MEG NEGATIVE LIE UNDERCUT EW EACH WAY NIC NOT IN CONTRACT UL UNDERWRITER'S EWC ELECTRIC WATER COOLER NO NUMBER LABORATORY EXIT EXHAUST NOM NOMINAL UNO UNLESS NOTED EXIST EXISTING NRC NOISE REDUCTION OTHERWISE EXP EXPANSION TUTS COEFFICIENT MOTTO SCALE UPS UNINTERRUPTABLE POWER EXT EXTERNAL or EXTERIOR NW NORTHWEST SUPPLY UR URINAL F USE USABLE SQUARE FOOTAGE FC FOOT CANDLES 0 UTIL UTILITY FCO FLOOR CLEAN OUT OC ON CENTER FD FLOOR DRAIN OCC OCCUPANCY or OCCUPANT V FE FIRE EXTINGUISHER OFF OFFICE V VOLTr VENT FEC FIRE EXTINGUISHER OH OVERHEAD VAR RET VAPORRRETARDER CABINET OPG OPENING VAR VARIES FF FINISH FLOOR OPP OPPOSITE VB VINYL BASE FHC FIRE HOSE CABINET OZ OUNCE(S) VCT VINYL COMPOSITION TILE FIG FIGURE VENT VENTILITATION FIN FINISH P VERT VERTICAL FAT FDCTURE # To POUND VEST VESTIBULE FLEX FLEXIBLE % PERCENT WF VERIFY IN FIELD FLOUR FLOURESCENT PART PARTIAL VOL VOLUME FLR FLOOR PASS PASSAGE VTR VENT THROUGH ROOF FOC FACE OF CONCRETE RED PEDESTAL VWC VINYL WALL COVERING FOM FACE OF MASONRY PE PERFORATED , FOS FACE OF STUD PERP PERPENDICULAR W FP FIRE PROTECTIONS PL PLATE or PROPERTY LINE W WEST or WATT FPL FABRIC PANEL PLAM PLASTIC LAMINATE W/ WITH FRTWD FIRE RETARDENT TREATED PLAS PLASTIC W/O WITHOUT WOOD PLYWD PLYWOOD WB WOOD BASE FT FOOT or FEET POS POSITIVE WC WATER CLOSET (TOILET) FURR FURRING PR PAIR WD WOOD (SOFTWOOD) FWC FABRIC WALLCOVERING PREFAB PREFABRICATED WF WIDE FLANGE STEEL PROJ PROJECT or PROJECTED WH WATER HEATER G PROP PSF PROPERTY or PROPOSAL POUNDS SQUARE WP WATERPROOF GALV GALVANIZED PER FOOT WPT WORKING POINT GC GENERAL CONTRACTOR PSI POUNDS PER SQUARE INCH WI WEIGHT GEN GENERAL or GENERATOR PT PAINT WOOF WELDED WIRE FABRIC GFI GROUND FAULT PIN PARTITION INTERRUPTER GENERAL LEGEND SHEET NUMBER GRAPHIC SCALE BUILDING SECTION TAG p - 0 8`-0" 16'-0" 32'-0" SECTION NELSON (ry\ 1 DESIGNATION 1 SHEET NUMBER SCALE: 1/16" = P-0" A- .l A-o.l Nelco Architecture, Inc. SHEET GROUP SHEET NUMBER a licensed affiliate of NelsonWorldwide, LLC DISCIPLINE CODE WALL SECTION TAG NORTH ARROW INTERIOR ELEVATION TAG SECTION 1 DESIGNATION 1200 Fifth Ave. Suite 1300 PLAN NORTH 1 A-0.1 Seattle, WA 98101 /\/'I(Y)- Phone: (206)223-499 W ELEVATION SHEEP NUMBER Fax: (206) 2234990 4 A-0.1 2 DESIGNATION DETAIL SECTION TAG g SHEET NUMBER SECTION 1 DESIGNATION COLUMN SYMBOL & GRID LINES DATUM POINT A-01 H- SHEET NUMBER - - -00 EXTERIOR ELEVATION TAG SECTION 1 DESIGNATION A-0.1 SHEET NUMBER VERTICAL ELEVATION LEVEL NAME ELEVATION ITT MATCH LINE 02/ A2-1 SHEET NUMBER DETAIL NUMBER CENTERLINE ROOM NAME & NUMBER TAG ROOM ROOM FET-1 102 FURNITURE TAG Si EQUIPMENT TAG XX99 SPOT ELEVATION LEVEL NAM PARTIAL PLAN & DETAIL TAG ELEVATION HT PLAN OR DETAIL DESIGNATION 1 SIM G BREAK LINE A-0.1 SIMILAR DETAIL L J SHEEP NUMBER LEADERS �- NOTES & KEYNOTE LEADER AREA & EQUIPMENT TAG LEADER PARTITION TAG IA F WINDOW TYPE TAG 0 KEY NOTE DRAWING REVISIONS �� )/ �/ � REVISION NUMBER 1 REVISION DELTA ALIGNMENT NEW CONSTRUCTION TO ALIGN OR FLUSH WITH EXISTING CONSTRUCTION OBJECT STATE (E) EXISTING TO REMAIN (N) NEW (R) RELOCATED (X) DUSTING TO BE REMOVED DOORS EXISTING DOOR TO REMAIN ODOORNEW / RELOCATED/ MODIFIED DR IF I \I EXISTING TO BE REMOVED DRAWING TITLE 1 PLAN A-0.1 Sca TITLE DETAIL NUMBER SCALE SHEET NUMBER WALL TYPE LEGEND NOT IN CONTRACT (NIC) EXISTING CONSTRUCTION TO REMAIN = EXISTING CORRIDOR TO REMAIN = EXISTING DEMISING TO REMAIN NEW FULL HEIGHT PARTITION EXISTING CONSTRUCTION TO BE REMOVED -- EXISTING GLAZING TO REMAIN EXISTING GLAZING TO BE REMOVED EXISTING CASEWORK/FURNITURE TO REMAIN EXISTING CASEWORK/FURNTNURE TO BE REMOVED FIRE EXTINGUISHER rs SURFACE MOUNTED CABINET Rc RECESSED CABINET WALL MOUNTED W/O CABINET PLUMBING FIXTURES TOILET ® URINAL (DSINK - COUNTER MOUNTED -spy- SINK- D� WALL MOUNTED TOILET PARTITION consultants Description: PERMIT SET REVIEW PERMIT SET revisions Client No: By: Date: LIMIT 02/05/2019 BMT 02/18/2019 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 THE WALSH GROUP ® MOP- TENANT IMPROVEMENT UTILITY SINK 16400 SOUTHCENTER PARKWAY,SUITE 501 TUKWILA, WA 98188 SHOWER project name&address GENERAL NOTES, WATER COOLER ABBREVIATIONS & SYMBOLS sheet title REVIEWED FOR CODE COMPLIANCE APPROVED MW.AG MAR 15 2019 City Of Tukwila BUILDING DIVISION seal FlVE[i C�EC EC IVEn Proj. No: 19.00311.00 Drawn By: BMT CITY ILA Project Manager: LD Reviewed By: LD Designer: EMT Approved By: AS FEB 21 2019 AN-2 PERMIT CENTER ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED U ,- y I t ^` DEMOLITION GENERAL NOTES I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTING CONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION AND SHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF T OTHER TRADES REFER O ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE. DEMOLITION PLAN AO-1 SCALE:1/8" = V-0" 0 4' 8' 16 SCALE: 1/8" = V-0" DEMOLITION PLAN KEYNOTES DB 001 DOOR FRAME TO BE SALVAGED AND CLEAN TO "LIKE -NEW CONDITION." SEE SHEET Ai-1 FOR RELOCATED DOOR LOCATION. 002 RELITE FRAME AND GLASS TO BE SALVAGED AND CLEAN TO "LIKE -NEW CONDITION." SEE SHEET AI-1 FOR RELOCATED RELITE LOCATION. 003 PARTITION TO BE CUT DOWN TO 52" AFF. PROVIDE MOE CAP WITH 114" REVEAL, PAINT TO MATCH PARTITION WALL. 2. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW WORK. 3. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING REQUIRED TO PERFORM THE WORK INDICATED ON THE DRAWINGS. ALL CUTTING AND REMOVALS SHALL BE DONE NEATLY. 4. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BE RETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF DEFECTS. FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, CONTRACTOR SHALL VERIFY AND DOCUMENT, IN WRITING, THE CONDITION AND FUNCTIONALITY OF THE TTEM(S) PRIOR TO REMOVAL, ANY DAMAGE TO ITEM(S) NOT DOCUMENTED SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER, 5. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGE AND SHALL MAKE REPAIRS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 6. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFT BROOM CLEAN AT THE COMPLETION OF REMOVALS. 7. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF DUST, FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING. UPON COMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT. PROTECT HVACSYSfEM FROM DUST & DEBRIS. CONTRACTOR TO PROVIDE FILTER MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIR FILTERS AT MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION. 8. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS, PERSONNEL AND EMPLOYEES SHALL BE KEPT TO THE MINIMUM NECESSARY FOR THE PERFORMANCE OF THE WORK. 9. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE BUILDING MANAGEMENT PRIOR TO IMPLEMENTATION. 10. IN AREA OF WORK REMOVE ALL ABANDONED WIRING BACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDE TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE ELECTRICAL MAKE -SAFE DURING REMOVALS AND CONSTRUCTION. 11. REMOVE EXISTING FINISH MATERIALS (INCLUDING WALLCOVERING, FLOOR FINISHES, WALL BASE, ETC) THROUGHOUT, U.N.O. PATH AND PREPARE SURFACES FOR NEW FINISHES/PAINT. 12, REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND SAVE FOR REINSTALLATION U.N.O. 13. REMOVE AND DISCARD ALL FLOOR FINISHES, FLASH PATCH,MASTIC AND ADHESIVES DOWN TO THE FLOOR STRUCTURE U.N.O. - 14. REMOVE ALL EXISTING MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET PAD, FLASH PATCH, ADHESIVES, CONCRETE FILL, PLYWOOD, ETC. IS. EXISTING CEILING GRID TO REMAIN, U.N.O. MODIFY TO ACCOMMODATE NEW PARTITIONS. 16. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, U.N.O. 17. REMOVE ALL EXISTING LIGHT FIXTURES AND LENSES WHERE NOTED [AND STORE FOR FUTURE USE]. ALL RELOCATED FIXTURES TO BE IN FULL OPERATING ORDER. 18. PROTECT EXISTING WINDOW TREATMENTS. CONTRACTOR TO REPLACE ANY BLINDS/DRAPES DAMAGED DURING DEMOLITION/CONSTRUCTION. 19. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. 20. IN AREA OF WORK REMOVE ALL ABANDONED TELEPHONE AND DATA CABLING. DEMOLITION PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN vanm Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)223-4999 Fax: (206) 223-4990 consultants Description: No: By: Date: PERMIT SET REVIEW BMT 02/05/2019 PERMIT SET BMT 02/18/2019 revisions SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 client THE WALSH GROUP TENANTIMPROVEMENT 16400 SOUTHCENTER PARKWAY, SUITE 501 TUKWILA, WA 98188 project name & address F97�11C� • ► • ,, EXISTING PARTITION TO BE REMOVED sheet title 1 — — — — EXISTING GLAZING TO BE REMOVED REVIEWED FOR CODE COMPLIANCE APPROVED 701e4 I ED AR \ �l EXISTING DOOR TO BE REMOVED MAR 15 2�i9 6 STATE OF WA9tNN ON E _ _ _ EXISTING CASEWORK TO BE REMOVE City Of TukWila BUILDING DIVISION seal Proj. No: 19.00311.00 Drawn By: BMT RECEIVED Project Manager: LD Reviewed By: LD CITY OF TUKWILA Designer: BMT Approved By: AS FEB 21 2019 /� O _i I'� .L PERMIT CENTERCo ALLDIMENSIONS AID CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS P`G R TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN W WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH T WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. CONSTRUCTION PLAN SCALE: 118" = 1`0" 0 4' 1. 16 om6mmmmmmmmil SCALE: IIV'= V-0" CONSTRUCTION PLAN KEYNOTES 4-0� 101 PROVIDE FIRE -TREATED BLOCKING FOR "LIFE SIZE" SYSTEM PROVIDED BY TENANT. CONFIRM WITH TENANT POWER/DATA REQUIREMENTS NEEDED. 102 SEE SHEET AO -I, NOTE 003 FOR SCOPE OF WORK. 103 NEW FLOORING AND BASE, CONFIRM WITH REBECCA DAVIDSON/JCR DEVELOPMENT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPERALIGNMENT, U.N.O. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.C. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. DIMENSIONS NOTED "CLEAR" ARE MINIMUM DIMENSIONS WHICH MUST BE MAINTAINED WITHOUT EXCEPTION. DIMENSIONS MARKED MEAN A VARIANCE NOT GREATER THAN 1 INCH, VERIFY DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE FINISH FACE OF WALL BELOW SILL, U.N.C. 4. ALL EXISTING FLOORS, PARTITIONS, DEMISING WALLS, AND CORRIDOR WALLS TO REMAIN ARE TO BE PATCHED AND REPAIRED TO MATCH ADJACENT SURFACES. 5. PATCH AT ALL NEW AND EXISTING PENETRATIONS AT FLOOR AND CEILING SLABS, WALLS AND SHAFTS, SEAL ABANDONDED PENETRATIONS AT FLOORS, WALLS AND SHAFTS TO MAINTAIN FIRE/SMOKE AND ACOUSTICAL RATINGS. PATCH FIREPROOFING AT ALL NEW AND EXISTING LOCATIONS WITH EXPOSED STRUCTURAL STEEL, 6. ALL GLASS SHALL BE CLEAR TEMPERED U.N.C. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN & POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 7. WHERE PARTITIONS ARE ATTACHED TO CURTAIN WALL, CENTER PARTITIONS ON WINDOW MULLIONS, PERPENDICULAR TO PERIMETER WALL, U.N.O. CONSTRUCTION TO MATCH BUILDING STANDARD. 8. PARTITION DEPTH AT FIRE EXTINGUISHER CABINET LOCATIONS SHALL ACCOMMODATE FULL CONCEALMENT OF RECESSED CABINETS OR PARTIAL CONCEALMENT OF SEMI -RECESSED CABINETS AS SPECIFIED BY THE MANUFACTURER. 9. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PROVIDE LEVEL 4 FINISH, U.N.O. - REFER TO MATERIAL SCHEDULE & FINISH PLAN FOR MATERIALS & LOCATIONS THAT REQUIRE A LEVEL 5 FINISH, U.N.O. 10, REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. 11. WHERE PARTITIONS EXTEND ONLY TO UNDERSIDE OF SUSPENDED CEILING, SECURE THE TOP TRACK TO THE EXPOSED CEILING GRID. PROVIDE A COMPRESSIBLE GASKET BETWEEN THE TOP TRACK AND THE CEILING GRID. PROVIDE TAPABLE METAL J-BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER G-O" AND NO JOINTS GREATER THAN 3116", U.N.O. CAULK PERIMETER AT TOP OF GWB. 12. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, SHELF -STANDARDS, A/V DEVICES, FURNITURE, ETC. ALL CONCEALED LUMBER AND BLOCKING TO BE FIRE TREATED. COORDINATE BLOCKING REQUIREMENTS WITH FURNITURE & AV INSTALLERS. WHERE BLOCKING OR ADDITIONAL STUDS ARE REQUIRED AT EXISTING PARTITIONS, THEY ARE TO BE PATCHED AND REPAIRED. SEE CONSTRUCTION PLANS FOR WALL -MOUNTED MARKERBOARD, MONITORS & PROJECTION SCREENS; PROVIDE BLOCKING PER MANUFACTURERS REQUIREMENTS. 13. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.C. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE V-6" CLEAR ON THE STRIKE/PULL SIDE OF DOOR AND V-0 CLEAR ON THE STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS, 14. THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO HE USED TO SET THE TOP OF ALL DOORS SUCH THAT THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOOR THICKNESS. 15. PROVIDE DOUBLE STUDS AT DOOR HEADER AND IAMBS. INSTALL ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW DOOR OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. CONSTRUCTION PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW BIS PARTITION NEW EVS DOOR & RELITE NEW B/S UPPER & LOWER CASEWORK Nelco Architecture, Inc. a licensed affiliate of Nelson Worldwide, LLC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223A990 consultants Description: PERMIT SET REVIEW PERMIT SET revisions WMT No: By: Date: BMT 02/05/2019 BMT 02/18/2019 SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 THE WALSH GROUP TENANT IMPROVEMENT 16400 SOUTHCENTER PARKWAY, surrE 501 TUKWILA, WA 98188 project name & address CONSTRUCTION PLAN sheet title ALIGN REVIEWED FOR CODE COMPLIANCE 94 (R) RELOCATED DOOR & RE APPROVED D CT MAR 15 2019 STATE OF WASWN City .11. ity of Tukwila I U BUILDING DIVISION seal Pmj. No: 19=311.00 Drawn By: BMT Project Manager: LD Reviewed By; LD nECFIVE0 Designer: BMT Approved By: AS CITY OF TUKVLA FEB 21 2211 Al -I PERMIT CENTEn ALL DIMENSIONS ANDCONDICTONBMUSTBECHECKEDANDVERIFIED ON SITE By THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ED NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED U91. 0 REFLECTED CEILING PLAN SCALE: 1/8" = P-0" 0 4' 8' 16' SCALE: 1/8" = 1'-0" LIGHTING CALCULATION EXISTING CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING LIGHTING LAYOUT USES 57 FIXTURES. THE NEW LAYOUT RELOCATES 21 AND REMOVES 1 OF THE EXISTING FIXTURES. (21+1) / 57 x 100 = 38.60 % WHICH IS LESS THAN THE 50 % ALLOWABLE CHANGE PER 2015 WSEC LIGHTING ALTERATION EXCEPTION C503.6. THE NEW LAYOUT HAS LESS WATTAGE THAN EXISTING THE EXISTING LAYOUT. RCP KEYNOTES �4 201 ADJUST LIGHT SWITCHES IN THIS AREA AS NEEDED FOR NEW LAYOUT. 2. WITHIN A ROOM OR AREA, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION THAT IS TO BE USED AS THE ORIGIN FOR ALL CEILING HEIGHTS ABOVE FINISHED FLOOR. 3. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL MEP/FP AND STRUCTURAL ELEMENTS. CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED. INSTALL DUCTWORK TIGHT TO UNDERSIDE OF BEAMS, WITH A SMALL SPACE TO AVOID VIBRATION. INSTALLATION AND/OR ALTERATION OF DUCTWORK, PIPING OR OTHER EQUIPMENT THAT WILL REQUIRE FASCIAS, SOFFITS AND OTHER TRANSITIONS IN CEILING HEIGHT SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING. CONTRACTOR TO PROVIDE COMPLETE COORDINATION DRAWINGS FOR THE ARCHITECT AND ENGINEER'S REVIEW. 4. MULTIPLE SWITCHES ATONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. S. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC.(UL) LABELED, 6. LIGHT FIXTURES, REGISTERS, SPEAKERS, RECESSED FIXTURES AND SIMILAR CEILING ELEMENTS; AND LIFE -SAFETY DEVICES SHALL BE LOCATED IN THE CENTER OF CEILING TILE IN BOTH DIRECTIONS AND SHALL ALIGN WITH ADJACENT FIXTURES, DEVICES OR HEADS IN A RUN OR ROW, U.N.O. 7. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 8. INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND EXPOSED SURFACES, TO AVOID FIXTURE SOILING OR DAMAGE DURING CONSTRUCTION. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. % PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 10. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY LIGHT FIXTURE LOCATIONS, 11. CONTRACTOR SHALL REPAIR AND/OR REPLACE CEILINGS WHICH ARE REMOVED TO FACILITATE PLENUM SYSTEMS INSTALLATION. 12. PROVIDE CEILING ACCESS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE. MATCH ADJACENT CEILING FINISH U.N.O. SYSTEMS AND EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED AT ACCESSIBLE CEILINGS -. ACCESS PANELS NOT SHOWN ON DRAWINGS SHALL NOT BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL. 13. COORDINATE SCHEDULING OF WORK WITH DATA/TELEPHONE INSTALLER. INSTALL CEILING TILES AFTER FINISH PAINTING TO MINIMIZE VOC ABSORPTION INTO THE CEILING TILES. INSTALL CEILING TILES AFTER DATA/TELEPHONE CABLES HAVE BEEN INSTALLED. 14. PATCH ALL HOLES IN EXISTING PLASTER FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS OF BEAMS AND COLUMNS (3 HR) TYPICAL THROUGHOUT. 15. ALL LIGHT FIXTURES FURNISHED BY OWNER SHALL BE U.L. APPROVED AND WHERE APPLICABLE, APPROVED BY LOCAL AUTHORITIES FOR SPECIFIED USE. 16. CEILING GRID AND TILE SHALL MATCH EXISTING or BUILDING STANDARD. 17. SWITCHES AND PLATES SHALL MATCH BUILDING STANDARD. COLOR TO MATCH BUILDING STANDARD. 18. ALL LIGHT FIXTURES SHALL MATCH BUILDING STANDARD. 19. REPAIR AND/OR REPLACE COMPONENTS NECESSARY TO INSURE ALL EXISTING AND OR RELOCATED LIGHT FIXTURES ARE FUNCTIONING, INCLUDING BUT NOT LIMITED TO LAMPS, BALLASTS, AND LENSES. 20. RELAMP ALL EXISTING AND RELOCATED FIXTURES TO REMAIN. 21. ALL LAMP COLOR TEMPERATURES TO BE CONSISTENT WITHIN SIMILAR FIXTURE TYPES. RECEIVEn CITY OF TUKWILA FES 2120119 PERMIT CENTER Rrp i FnFNin ACT X-X" CEILING TYPE & HEIGHT EXISTING 2'X2' ACT GRID & TILE Neico Architecture, Inc. a licensed affiliate of Nelson Worldwide, L LC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 223-4999 Fax: (206) 223-4990 consultants Desalption: No: By: Date: PERMIT SET REVIEW BMT 02/05/2019 PERMITSET BMT 02/18/2019 revisions SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 client THE WALSH GROUP TENANTIMPROVEMENT 16400 SOUTHCENTER PARKWAY, SUITE 501 TUKWILA, WA 98188 project name & address REFLECTED CEILING PLAN sheet title EXISTING ACT GRID TO BE PAINED TO MATCH SUITE REVIEWED FOR L3U1LDlNGTDJ1V1S1ON NCE qT. Y.-I EMERGENCY EXIT SIGN (ARROW SHOWS DIRECTION)RED EXISTING B(5 2'X4'& 2X4'FLUORES RECESSED LIGHT FIXTURE TO REMA ION EXISTING B/S 2%x & 2'X4' RECESSED seal LIGHT FIXTURE TO BE REMOVED OR RELOCATED Proj. No: 19.00311.00 Drawn By: BMT Project Manager: LD Revlevved By: LD Designer: BMT Approved By: AS RELOCATED (R) B/S 2'X2' & 2'X4' RECESSED LIGHT FIXTURE / i2_ 1 WALL -MOUNTED LIGHT SWITCH N = NEW ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED OS = OCCUPANCY SENSOR ON SITE BYTHE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO MI PERWRNG THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PR10RTO PROCEEDING WITH THE WORK. p NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED Nick t x Q k 0 1--k 1-N, NELSON OPEN WORK AREA CASEWORK ELEVATION A7-1 Scale: 3/8" = V-0" �fI fi- fig i�� T-6" 2'-6" 2'-6" 2'-6" 3-\ COPY ROOM CASEWORK ELEVATION A7-1 Scale: 3/8" = 1'-0' INTERIOR: WHITE MELAMINE SEE RCP SCHEDULED CEILING ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLL BOARD; (2) SHELVES PER CABINET U.N.O. DOOR: / PLASTIC LAMINATE ON ! 3/4" PARTICLL BOARD; ALIGN FACE OF SOFFIT WITH FACE OF DOOR FRENCH CLEATS _ SCHEDULED HARDWARE PROVIDE CLEAR - SILENCER, TYPICAL UNDER CABINET LIGHT FIXTURE, WHERE OCCURS LINE OF SCHEDULED NOTE: CLOSE END OF PARTITION CABINET, WHERE VISIBLE n UPPER CASEWORK DETAIL A7-1 Scale: 1-1/2" = V-O" SCHEDULED PARTITION SCRIBE PLASTIC LAMINATE TO WALL COUNTERTOP: _ PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD SCHEDULED HARDWARE INTERIOR: WHITE MELAMINE ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3M' PARTICLE BOARD; (1) SHELF PER CABINET U.N.O. DOOR: PLASTIC LAMINATE ON 3M' PARTICLE BOARD FRAME: 3/4" PARTICLE BOARD; ADD FRTW BLOCKING AS REQUIRED SCHEDULED BASE LINE OF FINISHED 3" °' / FLOOR (i1 LOWER CASEWORK DETAIL A7-1 Scale: 1-1/2" = V-0" Neico Architecture, Inc. a licensed affiliate of Nelson Worldwide, L LC 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)223-4999 Fax: (206) 223-4990 consultants Description: No: By: Date: PERMIT SET REVIEW BMT 02/05/2019 PERMIT SET BMT 02/18/2019 revisions SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY ® TUKWILA, WA 98188 client THE WALSH GROUP TENANTIMPROVEMENT 16400 SOUTHCENTER PARKWAY, SUITE 501 TUKWILA, WA 98188 project name & address ELEVATIONS & CASEWORK DETAILS sheet title FREVIEVVEDORANCEDREGI Ell9 ARC OTla bTATEOF W oN�SION seal Proj. No: 19.00311.00 Drawn By: BMT RECFi11Ell Project Manager: LD Reviewed By: LD CITY OF TUKWILA Designer. BMT Approved By: AS FEB 212019 A7-1 PERMIT CENTER ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. O NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED d DOOR AND FRAME SCHEDULE NUMBER ROOM NAME _ DOOR .. -°. FRAME FIRE LABEL HOW. GROUP NOTES _ SIZE — TYPE MAT. —....... FIN. _ TYPE r MAT. FIN. WIDTH HT THICK 503 - CONFERENCE (2) T-0' MATCH EXISTING MATCH EXISTING GLS I GLS I A I MATCH EXISTING MATCH EXISTING SEE NOTE 90t 10 2ED 'GLASS DOOR TYPE GLS FLUSH STING LING cD E - LU - -- DOOR+ RELITE FRAME TYPE DR R-i FULL HEIGHT Q DOOR, RELITE & FRAME ELEVATIONS A9-1 1/4" = V-0" DOOR AND FRAME GENERAL NOTES 1. UNDERCUT THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, BY (1/4"] INCH MAXIMUM, U.N.O. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITION, WHERE RADICAL VARIATIONS IN FLOOR LEVEL EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 2, CAULK THE JOINT BETWEEN THE FRAME AND WALL, ALL SIDES, WITH PAINTABLE WHITE LATEX CAULK. 3. CONTRACTOR SHALL REVIEW KEYING WITH OWNER PRIOR TO FITTING CYLINDERS. KEY CYLINDERS TO OWNER'S REQUIREMENTS AND BUILDING STANDARDS, 4. AT EXISTING DOORS TO REMAIN OR TO BE REUSED, PATCH/FILL DIVOTS, HOLES, CRACKS, SCRATCHES, GOUGES, ETC. PRIOR TO PRIMING/PAINTING/REFINISHING. CONTRACTOR TO COORDINATE THE REUSE OF EXISTING DOORS, FRAMES, AND HARDWARE AND TO IDENTIFY RELOCATIONS ON THE DOOR SUBMITTAL. S. ALL NEW DOOR HARDWARE IS TO MATCH THE EXISTING MANUFACTURER, STYLE & FINISH. CONTRACTOR IS TO FIELD VERIFY THE EXISTING HARDWARE. 6. ALL DOORS SHALL MATCH BUILDING STANDARDS, U.N.O. 7. ALL FRAMES SHALL MATCH BUILDING STANDARDS, U.N.O. 8. COAT HOOKS AT GLASS LIGHT DOORS ARE TO BE MOUNTED ON THE WALL BEHIND THE DOOR, 2'-0" FROM THE DOOR WALL AND 5'-6" ABOVE FLOOR. DOOR STOPS AT DOORS WITH WALL -MOUNTED COAT HOOKS SHALL BE PLACED TO PREVENT DOOR FROM HITTING THE COAT HOOK. EXISTING GALV. STEEL DEEP LEG STRUCTURE DEFLECTION TRACK, ANCHOR TO STRUCTURE WITH HILTI X-U (OR XU15) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTER WITH MIN. 1" EMBEDMENT @ 16" O.C. GALV. (FOLLOW MANUFACTURERS INSTRUCTIONS). nI( SCHEDULED CEILING TILE & GRID (2) #10 SCREWS LATERAL BRACING TENANT WALLS (NO CASEWORK) TEMPERED 8' MAX 8' MAX 8' MAX W MAX W MAX W MAX 2' MAX SAFETY GLASS LATERAL BRACING PER DETAIL NOTES: ABOVE(IYP.) 1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS WITH WALLS AT LEAST 4 FT. LONG. (PER TYP. PART. PLAN) 2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY. 3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID. DOOR AND FRAME KEYNOTES 901 MATCH EXISTING SLIDING GLASS DOOR SYSTEM AND RELITE IN SUITE. EXISTING STRUCTURAL DECK 3" SOUND ENCAPSULATED ATTENUATION BLANKET, REQ'D 24" BEYOND BOTH SIDES OF PARTITION @ ACOUSTICAL PARTITION SUSPENDED CLG. TEE 1/4" NEOPRENE COMPRESSIBLE GASKET (CONTINUOUS) BETWEEN STUD TRACK AND CLG (ADHERE TO TRACK) REFER TO REFLECTED CEILING PLAN METAL EDGE TRIM (200-B) FOR MTL STUD SPACING REFER TO STUD SIZE CHART. 1 LAYER, 5/8" GWB, BOTH SIDES. SOUND ATTENUATION BLANKET (FULL STUD DEPTH), REQ'D 0 ACOUSTICAL PARTITION. BASE, REFER TO FINISH SCHEDULE FINISH FLOORING, REFER TO FINISH SCHEDULE NOTE: PROVIDE BRACING AT ALL DOOR JAMBS AND AT UNSUPPORTED LENGTHS OF WALL AT 12' O.C. MAX. SEALANT @ BOTTOM TRACK @ ACOUSTICAL PARTITION ONLY 11D NON -RATED; U.O. CLG W/ ACOUS. INSUL. - 2 1/2" STUDS f—l"\ PARTMON TYPE i A9-i SCALE: NA NON—STRUCTURAL METAL FRAMING NOTES AND LIMITING HEIGHTS NELSON PARTITION TYPES INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL COMPLY WITH THE FOLLOWING CRITERIA FOR NON-STRUCTURAL INTERIOR METAL FRAMING PARTITION SYSTEMS: A. ALL NON-STRUCTURAL STUDS SHALL COMPLY WITH THE MINIMUM GAUGE AND MILS Nelco Architecture, Inc. THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: d licensed affiliate Nelson Worldwide, LLC • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING Of STRUCTURES PRIOR TO ORDERING MATERIALS. • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECTS APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS. B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS 1200 Fifth Ave. Suite 1300 WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE Seattle, WA 98101 OR MORE OF THE FOLLOWING CONDITIONS: Phone: (206) 223-4999 • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING Fax: (206) 223-4990 HEIGHT FOR OFFICE/WAREHOUSE/DISTRIBUTION FACILITIES: 24' TO 40'. • MULTI -STORY: STRUCTURAL FLOOR SLAB TO UNDERSIDE OF STRUCTURAL SLAB OF THE FLOOR OR ROOF DECK ABOVE, LIMITING HEIGHTS PROVIDED IN THESE CONSTRUCTION DOCUMENTS ARE REFERENCED FROM THE SSMA PRODUCT TECHNICAL GUIDE'S "INTERIOR WALL HEIGHT TABLES' FOR ASSEMBLIES INCLUDED IN THE PROJECT SCOPE. INCREASE METAL STUD GAUGE AND/OR DECREASE METAL STUD O.C. SPACING SO AS NOT TO EXCEED L/240 DESIGN CRITERIA (PER 2015 IBC TABLE 1604.3) WITH 5 PSF LATERAL LOAD (PER 2015 IBC SECTION 1607.14). REFER TO SSMA PRODUCT TECHNICAL GUIDE'S "TABLE NOTES" FOR COMPLETE PROPERTY CRITERIA ASSOCIATED WITH LIMITING HEIGHTS. • FOR COMPOSITE WALL HEIGHTS REFER TO THE" COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " • FOR NON -COMPOSITE - FULLY BRACED WALL HEIGHTS AS WELL AS WALLS WITH BRACING AT 48" O.C. REFER TO THE" NON -COMPOSITE NON-STRUCTURAL METAL FRAMING (STUD) LIMITING HEIGHT CHART " C. PROVIDE LATERAL BRACING OF METAL STUDS TO STRUCTURE AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS, APPLICABLE BUILDING CODES AND THE A.H.J. D. CONTRACTOR SHALL PROVIDE DEFLECTION TRACK FOR TOP RUNNERS OF METAL STUD PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK WHERE DEFLECTIONS OF THE STRUCTURAL ROOFING SYSTEM EXCEED 1/2" WHERE PARTITIONS ARE LOCATED. E. STEEL STUD CODING EXAMPLE (UNIVERSAL CODING AS LISTED IN SSMA PRODUCT TECHNICAL GUIDE) EXAMPLE, "60OS162-54": 600 = 6" MEMBER DEPTH, S = CS] (STEEL STUD), 162 = 1-5/8" FLANGE WIDTH (1/100 INCH), 54 = CORRESPONDS TO MIL THICKNESS INCHES TO CODE SIZE REFERENCE (SEE STUD SIZE COLUMN BELOW): 2 1/2" = (250); 3 519" = (362); 6" = (600); 8" = (800) COMPOSTTF Nf1N-GTRII('n IDAI m it � rmmn�n_ ucrr_ur rv"nr Gauge 8 mil: 6 ga 18 mil 1.:.!. 22 ga 27 mil 20 ga 30 mil 20 ga 33 mil 18 ga S6 ga 43 mIl 54 mil 14 ga 68 mil Stud pacing LIMITING HEIGHTS Size O.C. -Note #1 2-1/2" 24" -3 11'" IT-2 " 12' T' 12 5 13-6" (250j 16" 12'-IU IT-11" 14'-5" 14'-3" 14'-9" - 12" 14'-2" 15'-4" 15'-IO" 15-8" 15'-9" 3-5/8" 24" 13'-2" 14'-5" 14'-6" 15'-3" 16'-3" IT-W (362j 16' 15'-2" IG-6" IG-T 17-5" 18'-W 1911" 12" 16-8" 18'-2" 18'-3" 19'-2" 19'-7" 21'-2" 6" 24" 16'-4'_.. 21'-3" 21%6" 22'-3" 25'-7•• 2T 0" 28 9" (600) 16: 20'-1" 24'-4" 24'-7' 25'-G" 28'-3" 3V-0" 32'-0" 12" 22'-9" 26-9" 27-i" 28'-1" 30'-7" 32'-6" 34'-8" 8" 24" 3V-6" 32'-6" 35'-9" (�) 16" Z_ v___ 34'4' 36'-8" 39'-0" 12" — — 37'-6" 40'-0" 43'-4" • NOTES: I. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE X GYPSUM BOARD INSTALLED IN THE VERTICAL ORIENTATION TO BOTH SIDES OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE "S" DRYWALL SCREWS SPACED A MAXIMUM OF 12" OC FOR STUDS AT 24" SPACING, AND 16" OC FOR STUDS AT 16" AND 12" SPACING. 5 PSF (PER 2015 IBC SECTION 1607.14) AND U240 (PER 2015 IBC TABLE 1604.3). NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge 2 18 ga 16 ga 14 Be 220 gall &mil:Y5gma 0 3to ,mga 43 mil 54 mil 88 mil Stud Spadeg' LIMITING HEIGHTS Size O.C. *Note #I 24/2" _9',10" 10'-2„ SO'-6" 11'-5" {250) 16" 9'-7'^ 11'-3" lY-7" 12'-0" IT-0" 12" SO'-6"^ 12'-5" 12'-9" 13'-2" 14'-4" 3-518" 24" 9'-3" 12'-5" IT-4" 14'-0" 15'-3" 16-4"# 17'-5"# (362) 16" il'-4" 15'-0" 15'-6" IG-W 1T-5" 18'-6"# . 9'-11"# 12" 13'-i" 16'-6" 17'-0" IT-? 19'-2" 20'-6"# i'41"# 6" 24" IX-10 20'-6" 22'40„ 24•-6" 26'-2" (600)16,117'-61 21'-6"* 22'41" 23,-9" 26-1" 28'-0" 3V-0" 12"24'-4"* - 25'-2" 26,-2" 28'-9" 30'-IV' 33'-0" 8" 24" 2W-8" 31'-1"' 33'-4" (800) 16" 32'-9„ 35'-7 38'-1" 12" 36-i" 39'-2" 41'-11" consultants Description: No: By: Date: PERMIT SET REVIEW BHT 02/05/2019 PERMIT SET BMT 02/18/2019 revisions SOUTHCENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 client THE WALSH GROUP TENANTIMPROVEMENT 16400 SOUTHCENTER PARKWAY; SUITE 501 TUKWILA, WA 98188 project name -& address * NOTES: PARTITION TYPE, DOOR SCHEDULE & 1. NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND DOOR FRAME/RELITE ELEVATION L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED, sheet title 2. WEB HEIGHT -TO -THICKNESS RATIO EXCEEDS 200. WEB STIFFENERS ARE REQUIRED AT ALL SUPPORT POINTS AND CONCENTRATED LOADS AND MAY REQUIRE WEB STIFFENERS AT ENDS. REVIEW MANUFACTURER'S REQUIREMENTS FOR FLEXURAL AND DEFLECTION coNrnoL. REVIEV`JED FOR * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. CODE COb)PLIANCE & EG! ^ : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING". APPROVED eD # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING". MAR 15 2019 sTAJEoF ON City of Tukwila BUILDING DIVISION seal RECEIVED CITY OF TUKWILA FEB 2120119 PERMIT CENTER Proj. No: 19.00311.00 Drawn By: ............BMT Project Manager: LD Reviewed By: LD Designer: BMT Approved By: AS A9-1 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUBCONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE, LLC 2018 ALL RIGHTS RESERVED