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Permit D19-0141 - PACIFIC DENTAL - TENANT IMPROVEMENTS ON 2ND FLOOR
PACIFIC DENTAL 6840 FORT DENT WAY UNIT 241 D19-0141 Parcel No: Address: �� �� City of Tukwila Department of Community Development 63OOSouthcenterBoulevard, Suite #1OO Tukwila, Washington 9D1AV Phnne:ZO6'431'367O Inspection Request Line: 2V6'438-g35O Web site; http://www.TukwilaWA.gov 2954900425 DEVELOPMENT PERMIT Permit Number: D19'0141 6B40FORT DENT WAY UnitZ4l Issue Date: 5/14/2019 Permit Expires On: 1I/10/2019 Project Name: PACIFIC DENTAL Address: Contact Person: Name: Address: Contractor: Name; Address: License No: Lender: Z835O2NDAV6E#S-1'MERCER ISLAND, WA, 98040 Phone: (206)408-8537 1250D5THAVE SUITE l]OO,5EATTLE WA, 98101 DPINC GENERAL CONTRACTORS Phone: (206)361-2989 l993684LL|NGERWAY NE, SEATTLE, WA, 98155 DPINCGCO66BU Expiration Date: 1/31/2020 ]OHN[RAD0V[HDEV[0 Address: 28358ZmDAv5E#S-1'MERCER ISLAND, WA, 98040 DESCRIPTION OFWORK: INTERIOR TENANT IMPROVEMENTS ONTHE 2NDFLOOR TOINCLUDE: DEMO DFPARTITIONS AND DOORS; CONSTRUCTION OF PARTITIONS AND DOORS; RELOCATION OF EXISTING LED LIGHT FIXTURES; NO STRUCTURAL WORK AND NOCORE ALTERATION. Project Valuation: $250,000.00 Type ofFire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: V8 Electrical Service Provided by: TUKWILA Fees Collected: $4,983.61 Occupancy per IBC: 8 Water District: TUNN|LA SewerDisthct: TUxVV|LA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ96-4b8: VVAState Energy Code: 2017 2017 Public Works Activities: Channe|ization/Sthping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveoizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: ["t: O Fill: O Number O No Permit Center Authorized Signature: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not, The granting ofthis permit does not presume togive authority toviolate orcancel the provisions nfany other state orlocal laws reAur�3dnCconstruction orthe performance nfwork. |amauthorized tusienand obtain this development peDzkepdagree tuthe-cundItionsattacyedtnthis permit. ' Signature: Printwamey ^4 \ 1 CI'�����^�K�l'����� Date: This permit 6Kbecnmenull and void ifthe work bnot commenced within l8ndays for the date nfissuance, orif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: 'BUILDING PERMIT CONDITIONS' 2: Work shall beinstalled inaccordance with the approved construction documents,andanychanQasmade 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 approvaolis granted. 4: New syspencledceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE7Chapter 1I 5: Partition walls shall not betied toasuspended ceiling grid. All partitions greater than Gfeet 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. V: 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 nnsatisfactory 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 by the 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 accompllished 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) 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6inches (15Zmm)high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" 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 be less than 0,375 inch (9.5 mm). 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 isorisnot energized. |fanarrow isprovided aspart ofthe exit sign, the construction shall besuch that the arrow direction cannot bereadily changed. (|FC1Ol3.6.l) 24: Exit signs shall bpilluminated atall times. Tuensure continued illumination for aduration ofnot less than 90 minutes in case of primary 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[1013.63) 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 maxim u m-to-mini mum illumination uniformity ratio of 40 to 1 shall not be exceeded. (|FClUU83.5) 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 is altered, remodeled or added to. Alterations tofire protection systems shall bpdone inaccordance with applicable standards. (|FC90l4) 27: Sprinklers shall beinstalled under fixed obstructions over 4feet (l2m)wide. <NFPA13'8.6.533> 26: All new sprinkler systems and all modifications toexisting sprinkler systems shall have fire department review and approval nfdrawings prior »ninstallation ormodification, New sprinkler systems and all modifications tosprinkler systems involving more than 5Oheads shall have the written approval nfFactory Mutual orany fire protection engineer licensed bythe State cf Washington and approved bythe Fire Marshal prior tosubmittal tothe Tukwila Fire Prevention Bureau, Nnsprinkler work shall commence without approved drawings. (City Ordinance No. 243Q. 30: 4fire alarm system is required for this project. The fire alarm system shall meet the requirements of NfP.A.72and City Ordinance #2437. 31: All new fire alarm systems ormodifications toexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau, Nowork shall commence until afire department permit has been obtained. (City Ordinance #2437)(|F[9Ol2) 32: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition ofaudible/visual notification devices. (City Ordinance #Z437) 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. (NFPA70) 35: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth inTable No. 80lllnfthe 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. 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #Z437) 37: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 38: These plans were reviewed byInspector 511. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZU6)575-44O7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438-935V 1700 GU|LD|NGF|NAL" 06I1 EMERGENCY LIGHTING 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0502 LATH/GYPSUM BOARD 0406 SUSPENDED CEILING CITY OF TUK1WiA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No, Diq-aqi Project No. Date Application Accepted: Date Application Expires: oz0-4/1.9 (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 Site Address: 6840 Fort Dent Way, Tukwila, WA 98168 King Co Assessor's Tax No.: 295490-0425 Suite Number: 241 Floor: Tenant Name: Pacific Dental PROPERTY OWNER Name: John C Radovich Development Address: 2835 82nd Ave SE "3' Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Katie Mathweg Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8537 Fax: Email: KMathweg@nelsonww.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: V Yes [1]..No ARCHITECT OF RECORD Company Name: NELSON Architect Name: Mark Evans Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: (206) 408-8519 Fax: Email: MEvans@nelsonww.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 H: Applications Forms -Applications On Line 201 1 Applications Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMATICO 206-431-3670 Valuation of Project (contractor's bid price): $ 250,000 Describe the scope of work (please provide detailed information): Interior tenant improvements on the 2nd floor to include: - Demolition of partitions and doors - Construction of partitions and doors - Relocation of existing LED light fixtures - No structural work and no core alteration Existing Building Valuation: $ Will there be new rack storage? Yes V.. 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 lFloor rd Floor 19,933 4,671 0 0 V-B B 3rd Floor 0 Floors thru 0 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 fl): 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? El Yes Li No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: [2] Sprinklers .... „Automatic Fire Alarm None 1.] Other (specify) Will there be storage or use of flaminable, combustible or hazardous materials in the building'? Lil Yes LJ No if "yes', attach list o 'materials 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 H: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - Revised: August 2011 bh Page 2 of 4 C WORKS PERMIT INF ATION 206-4 -0179 Scope of Work (please provide detailed information): Addition of a new ADA sink Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ...Tukwila E ... Water District #125 0 ...Water Availability Provided Sewer District ..• .Tukwila El ...Sewer Use Certificate .. Highline LI ...Valley View .. Renton 0...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 less than 72 hours El ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ...Total Cut cubic yards El ...Total Fill cubic yards O ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements El _Traffic Control ...Backflow Prevention - Fire Protection Irrigation 0. 0. EL El Geotechnical Report .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis ... Hold Harmless — (SAO) 0 ... Hold Harmless — (ROW) LJ .. Right-of-way Use - Profit for less than 72 hours El .. Right-of-way Use Potential Disturbance Ell .. Work in Flood Zone EJ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line Domestic Water El ...Perman en t Water Meter Size... E ...Temporary Water Meter Size .. 0 ...Water Only Meter Size 0 ...Sewer Main Extension Public El ..• .Water Main Extension Public 0 WO # WO # WO # Private 0 Private El El .. Grease Interceptor • Channelization .. • Trench Excavation LJ .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ...Water 0 ...Sewer El ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip IL: Applications Forms -Applications On Line 2011 Applications Permit Application Revised - 8-9-11.doex Revised: August 2011 bh 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). 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 OWNER ; R AUTHORI E AGENT: Signature Date: 04/22/2019 Print Name: ebecca Davi on Day Telephone: (206) 267-6061 Mailing Address: 2385 82nd Ave. SE., suite 1 Mercer Island WA 98040 City State Zip H: Applications Forms -Applications On Line 201 I Applications Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of4 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $5,221.95 D19-0141 Address: 6840 FORT DENT WAY Unit241 Apn: 2954900425 $4,983,61 Credit Card Fee $145.15 Credit Card Fee R000.369.908,00.00 0,00 $145.15 DEVELOPMENT $4,696.34 PERMIT FEE R000.322.100.00.00 0.00 $2,842.33 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,847.51 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6,50 TECHNOLOGY FEE $142.12 TECHNOLOGY FEE R000.322.900.04.00 0.00 $142.12 PG19-0065 Address: 6840 FORT DENT WAY Apn: 2954900425 $238.34 Credit Card Fee $6.94 Credit Card Fee R000,369.908.00.00 0.00 $6.94 PLUMBING $222.50 PERMIT FEE R000.322.100.00.00 0.00 $143.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PLAN CHECK FEE R000.322,103.00.00 0.00 $44.50 TECHNOLOGY FEE 58.90 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17514 R000322,900.04.00 0.00 $8.90 $5,221.95 Date Paid: Monday, April 29, 2019 Paid By: REBECCA 5 DAVIDSON Pay Method: CREDIT CARD 06284D Printed: Monday, April 29, 2019 11:06 AM 1 of 1 SYSTEMS CO TUKWILu [TRAKIT 6200 SOUTH[ENTEK OLVD TUKWIL4' WA 98188 206'433'I870 CITY OF TUKWILA Date: 04/I9/2019 I1:05:42 AM CREDIT CARD SALE VISA CARD NUMBER: **********1254 K TxAmAMOUNT: $5'22I.95 APPROVAL CD. 06284D RECORD #: 800 CLERK ID: Laurie Thank you! Customer Copy INSPECTION NO, INSPECTION RECORD) Retain a copy with permit T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sc uthcenter Blvd., #100, Tukwila. WA 98188 (206) 43 Permit inspection Request Line (206) 438-9350 0 Project L7-Type of lnsp ci n:�� r-A'�-{y Addre : Q�q ds-, Z? ate Called: `/ Special Instructions: a e riled: a '4 0, a.m. p.m Requester: Phone No: Approved per applicable codes. MENTS: Corrections required prior to approval. nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedute reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. P WIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: fIVAA„ (...... Type of Inspection: 'Address: Date Called: Spe ia nstructions: 2,41 Date Wanted: a.m. p.m: ,Requester: el A6Mtf3 Phone No: Ze062 214 1 Approved per applicable codes. Corrections required prior to approval. OMMENTS: n pe or: 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 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 Proc Type of nspec= Address: Date Called: Special Instructions: :Date Wanted: Requester: Phone No: proved per applicable codes. OM ENTS Corrections required prior to approval. 'Ins rector: 1 Date: REINSPECTI©N FRIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 'PERMIT COORD COPY C? PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0141 PROJECT NAME: PACIFIC DENTAL SITE ADDRESS: 6840 FORT DENT WAY X Original Plan Submittal Response to Correction Letter # DATE: 04/29/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Pr\) PAN() Bui ding Division (,) RP( Public Works Fire Prevention Structural Planning Division Permit Coordinator IN PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 04/30/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Revie Notation: Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 05/28/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping 0 PW D Staff Initials: 12/18/2013 D P INC GENERAL CONTRACT( gpo' 11 0 Etipan01 CO ntact. Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries Page 1 of 2 h L&I A-7, Index Help My 1,&1' Workplace Rights Trades & Licensing D P INC GENERAL CONTRACTORS Owner or tradesperson Principals DOD -ON, WILLIAM, PRESIDENT Doing business as D P IMC GENERAL CONTRACTORS WA UBI No, 601 515 833 License 19936 BALLINGER WAY NE SEATTLE, WA 98155 206-361-2989 KING County Business type Corporation Verify the contractor's active registration 1 license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. DPINCGC066BU Effective — expiration 01/31/1994— 01/31/2020 Bond Merchants Bonding Co (Mutual) Bond'account no. WA28622 $12,000.00 Received by L&I Effective date 12/27;2012 01/31/2013 Expiration date Until Canceled Bond histo Insurance Continental Western Ins Co Polic%: 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. Lawsuits against the 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 by other agencies. License Violations No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI-601515833&LIC=DPINCGC066BU&SAW= 5/14/2019 BUILDING INFORMATION SITE ADDRESS: 6840 FORT DENT WAY, TUKWILA, WA 98168 ff PE N TA L PARCEL NUMBER: 295490-0425 LEGAL DESCRIPTION: GUNDAKERS INTERURBAN ADD PARCEL 1 TGW POR OF PARCEL 2 DAF- BEG MOST WLY CDR OF PARCEL i TH N 63-35-49 E 237.32 FT TH S 26-24-11 E 227.32 FT TO COMMON CDR BTW PARCELS 1 & 2 TH N 63-35-49 E 252.25 FT N TH 26-24-11 W 77.65 FT TH N 56-15-11 W 234.09 FT TH N 31-12-43 W 82.39 FT TO INTSN WITH SELY LN OF TRACT CONVEYED TO CITY OF TUKWILA RECORDING NO 78082,30299 TH S 58-47-17 W 102.77 FT TH S mv1mENANmq1P""""` IMPROVMENT 55-39-53 W 63.16 FT TH S 48-39-58 W 55.63 FT TH S 39-21-15 W 88.24 FT TH S 30-04-58 W 85.21 FT TO MOST WLY CDR OF PARCEL 2 TH S 37-36-40 E 20.92 FT TO POB - OF CITY OF TUKWILA SHORT PLAT NO 79-7-SS RECORDING No 7908210370 SO SHORT PLAT BEING A FOR OF GUNDAKERS INTERURBANADDIN THE SW 1/4 OF NW 1/4 OF SECTION 24-23-04 AS -- PER CITY OF TUKWILA BDRY LINE AD] NO 90-2-SLA RECORDING NO 9008151101 ZONING: RCM BUILDING DESCRIPTION: THREE-STORY OFFICE BUILDING WITH SURFACE PARKING LOT DATE OF CONSTRUCTION: 1991 - PER JURISDICTIONAL RECORD CONSTRUCTION TYPE: V-B SUITE FORT DENT II FIRE PROTECTION: SPRINKLERED (NO CHANGES) ® O NUMBER OF STORIES: 3 6840 FORT DENT TUKWILA, WA 98168 BUILDING TOTAL FLOOR AREA: 19,986 SF (NO CHANGES) PROJECT DESCRIPTION ® TENANT IMPROVEMENT TO THE SECOND FLOOR NORTHWEST SUITE OF AN EXISTING THREE-STORY OFFICE BUILDING TO INCLUDE: • MINOR DEMOLITION OF WALLS. • CONSTRUCTION OF (2) PRIVATE OFFICES, A CONFERENCE ROOM, (2) STORAGE ROOMS AND A BREAK ROOM. INSTALLATION OF NEW FLOOR FINISHES. MECHICAL, PLUMBING, ELECTRICAL; FIRE PROTECTION AND LIFE SAFETY ALTERATIONS ARE BY J a z OTHERSAN, UNDER SEPARATE PERMITS BY DESIGN / BUILD CONTRACTORS - DEFERRED SUBMITTALS. w FORT DENT 11 PROJECT AREA SUITE AREA FLOOR AREA 6840 FORT DENT WAY FORT DENT II SUITE 241 4,671 SF 4,671 SF 19,956 SF (NO CHANGES) a TUKWILA, WA 98168 6840 FORT DENT WAY TUKWILA, via 98168 - APPLICABLE CODES R 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC} L 2015 INTERNATIONAL FIRE CODE (IFC) d GPEEN RIVER 2015 UNIFORM PLUMBING CODE (UPC) _ — 2015 INTERNATIONAL MECHANICAL CODE (IMC) --- "-" --� ` 2015 INTERNATIONAL FUEL GAS CODE (IFGC} ..:.. ..; \ 2017 NATIONAL ELECTRICAL CODE (NEC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2 FORT DENT a m vi � PARK �7 I ICCIANSI 117.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILMES PROJECT DIRECTORY TENANT: PACIFIC DENTAL 6840 FORT DENT WAY SUITE 241, TUKWILA, WA 98168 CONTACT: BUILDING REPRESENTATIVE NELSOK Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)408-8500 REVISIONS No changes shall be made to the scope Of work Witnoui prior approval Of the Tukwila Building Division, NOTE: Revisions will require a new plan submittal and may include additional plan review: FIL Y Permit No.�_ Plan review approval Is suDlect to errors and omss10n9 Approval of Construction documents does not authnr¢e the violation of any ado01 d c e Or ordinance CR@t of aporOv Field0 and on i aow tl e By. Date: ORY or T�xw e DILDiNG rrvision - consultants Description: No: By: Date: PERMIT REVIEW SET OF 04/22/19 PERMIT SET OF 04/25/2019 t a : z RECEIVED v <T bb • '6 �: a?"vaY. �, , BUILDING REPRESENTATIVE: JCR DEVELOPMENT COMPANY CITY OFTUKWIL,,, 2835 82ND AVE. SE SUITE S-1, MERCER ISLAND, WA 98040 �n PHONE: 206-267-2669 APR 2 9 20 R FORT DENT 2sa EMAIL: REBECCA@ICRDEVCO.COM CONTACT: REBECCA DAVIDSON - PERMIT CENTER 8 LL 1) LOCATION MAP SITE PLAN AN-0 NOT TO SCALE AN-0 SCALE: 1/128" = 1-0" 3 o TRUE PROJECT TRUE a E V E SEPARATE PERMIT R UIRED FOR: Mechanical �/ Electrical LJ Plumbing Gas Piping Cky of Tukwila BUILDING DIVISION revisions JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 client PACIFIC DENTAL TENANTIMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address COVER SHEET sheet Gtle EVIEWED FOR DE COMPLIANCE a APPROVED LAY 0 9 �1/�11� r` `lly 0'f TU rICW{IILa BUILDING DIVISION E sea, NORTH NORTH NORTH DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET ISSUE DATE I DRAWING REVISION NUMBER REVISION ISSUE DATE GENERAL AN-0 COVER SHEET 4/25/19 AN-1 LIFE SAFETY PLAN 4/25/19 AN-2 GENERAL NOTES, ABBREVIATIONS & SYMBOLS 4/25119 ARCHITECTURAL A0-1 DEMOLITION PLAN 4/25/19 Al-i - CONSTRUCTION PLAN 4/25/19 A2-1 REFLECTED CEILING PLAN 4/25/19 A8-1 CASEWORK DETAILS 4/25/19 A9-1 - DOOR SCHEDULE, DOORS & FRAMES, & PARTITIONS 4/25/19 i x4sv :; �nrerr6nrL-f RK OfN7GLAS E'tiANB� ,�ti;,, . s tir yr urn mar+sv �425•Za(�1 i Proj. No: 18.04558.00 Designer: BMT Drawn By: CF Reviewed By: NG NProject ManagejrJ: LLD Approved By: ME i1 Y_o ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORK. THE PROTECT MANAGER SHALL BE NOTIFIED IN WRIPPNG OF ANY o DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK, NELSON WORLDWIDE LLC.2019 ALL RIGHTS RESERVED EXIT ACCESS TRAVEL DISTANCE (REST OF SUITE) t 116' X , , , AY \q O�0 X. t J EAD; 0 o ' o ®01 -Fi EE r OPEN WORK AREA ' (TRAINING) EAD.(I y1 0 GOP/O� ' CKJ�O/�R5 i El i r , , DECK COMMON PATH OF TRAVEL (REST OF SUITE) t 56' ------------------E- EXIT ACCESS COMMON PATH OF TRAVEL DISTANCE TRAVEL (TRAINING ROOM) (TRAINING ROOM) t 40' t 26' 1 LIFE SAFETY PLAN 0 4'-0" 8'-O" 16'-0" SCALE: 1/8" = V-0" EGRESS AND LIFE SAFETY GENERAL NOTES L EXIT DOORS SHALL BE OPERABLE 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. 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 BUILDING IS OCCUPIED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN ONE FOOT CANDLE AT WALKING SURFACE LEVEL. EXIT ILLUMINATION FIXTURES SHALL BE ON A SEPARATE NIGHT LIGHT CIRCUIT WITH BATTERY BACK-UP EXIT ILLUMINATION SHALL BE PROVIDED FOR NOT LESS THAN 90 MINUTES VIA STORAGE BATTERIES, OR ON -SITE GENERATOR. S. CORRIDORS SHALL BE MAINTAINED WITH A MINIMUM CLEAR WIDTH OF 44" AND 7'-6" MINIMUM HEIGHT. 6. EXIT DOORS SHALL BE A MINIMUM OF 32" CLEAR WIDTH & MAXIMUM 48" WIDE LEAF. MINIMUM 6'-8" DOOR HEIGHT. 7. DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED CORRIDOR EXIT WIDTH BY 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 SPACE IS OCCUPIED" , 91 2015 IBC 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 I 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'. 12. SIGNAGE AND TACTILE FLOOR DESIGNATIONS SHALL BE LOCATED AT CRl 1 YLA116 LE%3 C 11 V 9. EXIT ACCESS HAS BEEN BASED UPON PROGRAMATIC INFORMATION EACH STAIR IDENTIFYING EACH STAIR BY NAME OR NUMBER. PROVIDED TO NELSON BY THE INTENDED OCCUPANT OF THIS SPACE. ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR ANY 13. SIGNAGE AND TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT J NOT IN CONTRACT CONSEQUENCES WHICH MAY RESULT FROM THE CHANGE OF USE OR AND ELEVATOR SERVING A REQUIRED ACCESSIBLE SPACE. SIGNAGE (NIC) OCCUPANT LOAD AFTER PROJECT COMPLETION. SHALL BE INSTALLED INDICATING THE LOCATION OF ACCESSIBLE 10. TACKLE EXIT SIGNAGE SHALL BE REQUIRED. TACTILE SIGNS SHALL MEANS OF EGRESS. 4111111 EXIT EXIT BE MATTE FINISH, WITH CHARACTERS THAT CONTRAST WITH THE 14. EXIT SIGNAGE SHALL BE INTERNALLY ILLUMINATED AT ALL TIMES BACKGROUND, SUBMIT SIGN SAMPLE TO ARCHITECT FOR REVIEW. WITH EMERGENCY ELECTRICAL BACK-UP POWER. FINISHES: 1/4" P95 BACKPAINTED ACRYLIC. PAINT: MANUFACTURER, 40 EAD EXIT ACCESS DOOR COLOR. COLOR (ROWMARK) APPLIQUE WITH CLASSIC RASTER 15. EXIT SIGN ILLUMINATION SHALL NOT BE LESS THAN 5 FOOT BRAILLE. PROVIDE SIGNS AT THE FOLLOWING LOCATIONS: CANDLES EXIT SIGNS SHALL HAVE TWO POWER SOURCES, ONE FROM THE PREMISES WIRING SYSTEM, THE OTHER FROM BATTERIES. a. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL 0- - >- TOTAL DISTANCE EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL 16. FINAL PLACEMENT OF EXIT SIGNS IS SUBJECT TO APPROVAL BE IDENTIFIED BY A TACTILE SIGN WITH THE FOLLOWING AND MODIFICATION OF THE FIRE DEPARTMENT FIELD , WORDS, "EXIT STAIR DOWN". . `+o b. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVELMERGENCY EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN ILLUMINATION FOR BUILDINGS AND ® EXIT SIGNAGE EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXITURATION OF ILLUMINATION (1006.3.2-1006.3.5) T SIGN WITH THE WORDS, "EXIT ROUTE." the event of power supply failure in Rooms and spaces, I I— DIRECTIONAL c. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM, OR mergency electrical system shall automatically illuminate the following areas: 1. Electrical equipment rooms, 2. Fire i— — — NON -DIRECTIONAL AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO mand centers, 3. Fire pump rooms, 4. Generator rooms, matfloorlevel.w HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A ublic restrooms with an area greater than 300 square feet. TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." e emergency power system shall provide power for a tion of not less than BO minutes and shall consist of 11. SIGNAGE SHALL BE LOCATED AT LATCH SIDE OF SINGLE DOOR AND ge batteries, unit equipment or an on4te generator. RIGHT SIDE OF DOUBLE DOORS FROM DIRECTION OF EGRESS. umination level under emergency power, the lighting ities shall be arranged to provide initial illumination that is ess than an average of 1 footcandle and a minimum at point of 0.1 footcandle measured along the path of egress - orlevel. CODE ANALYSIS OCCUPANT LOAD: 100 SF PER OCCUPANT FOR BUSINESS USE. PER IBC TABLE 1004.1.2 2,696 SF (REST OF SUITE) @1:100= 27 OCCUPANTS 20 SF PER OCCUPANT FOR TRAINING USE. 1,975 SF (ROOM 212) @1:20= 98 OCCUPANTS THE GROUP A-3 TRAINING ROOM USE IS ACCESSORY TO GROUP e OFFICE USES ON THE FLOOR PER IBC 508.2 ACCESSORY OCCUPANCIES. IBC 508.2.3 ALLOWABLE BUILDING AREA. AGGREGATE ACCESSORY OCCUPANCY SHALL NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED. THE TRAINING ROOM FLOOR AREA IS LESS THAT 10 % OF THE FLOOR AREA OF THE STORY TOTAL FLOOR AREA= 19,986 x BAD 1,999 SF MAXIMUM ACCESSORY USE FLOOR AREA 1 9,� 75 SF PROPOSED ACCESSORY USE FLOOR AREA IBC 508.2.4 SEPARATION OF OCCUPANCIES. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN OCCUPANCY. a a a da' °ma O �O TRAINING ROOM A-3 1,975 20 1 99 REST OF SUITE B 2,696 100 27 HKUJtCl IUTALb 4,b/1 125 SQ. FT. OCCUPANT LOAD EXITING REQUIRED PROVIDED NUMBER OF EXITS: 50.500 OCC LOAD = 2 EXITS 2 (TRAINING ROOM) GROUP B MAX 49 OCC LOAD = 1 EXIT 3 (REST OF SUITE) TABLE 1006.Z l & TABLE 1006.3.1 COMMON PATH OF EGRESS: 100' MAX. W/ SPRINKLERS t26' (TRAINING ROOM) GROUP B t56' (REST OF SUITE) TABLE 1006.Z1 SEPARATION OF EXITS: MIN 1/3 MAX OVERALL DIAGONAL 24' (TRAINING ROOM) SECTION 1007 DIM OF SPACE SERVED W/ SPR 42' (REST OF SUITE) EXIT ACCESS TRAVEL 300' W/ SPRINKLERS t40' (TRAINING ROOM) DISTANCE: GROUP B TABLE 101Z2 t116' (REST OF SUITE) RECEIVED CITY OF TUKWILA APE 2 9 2019 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 9 2019 City of Tukwila BUILDING DIVISION NELSOK Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)408-8500 Consultants Description: No: By: Date: PERMIT REVIEW SET CF 04/22/19 PERMIT SET CF 04/25/2019 revisions JCR DEVELOPMENT ® 2835 82ND AVE, SE SUITE S-1 498040 MERCER ISLAND, WA c_.... PACIFIC DENTAL TENANTIMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address' LIFE SAFETY PLAN sheet title xJSJ .j-Afttliln-`rl AWRK BOB EVANS'^ SIMIAN N 111,,IBN,.InM seal Pmj. No: 18.04558.00 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: LD Approved By: ME 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 OFANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED GENERAL NOTES ABBREVIATIONS GENERAL LEGEND 1. THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING 38. CHANGES IN THE SCOPE OF WORK OR IN CONSTRUCTION DETAILS, SHEET NUMBER GRAPHIC SCALE BUILDING SECTION TAG SOK AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED ON THE WORK OF ALL SUB -CONTRACTORS AND SHALL PERFORM SUCH WHETHER DUE TO FIELD CONDITIONS OR OMISSIONS BY THE A G Q .. THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE GOVERNING CODES, RULES AND REGULATIONS ARE MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. IT IS EXPECTED THAT THE GENERAL CONTRACTOR, ARCHITECT OR OWNER, SHALL BE DOCUMENTED BY THE ARCHITECT AND APPROVED, PRIOR TO EXECUTION. A/C AIR CONDITIONING GL GLASS or GLAZING QT QUARRY TILE A/C UNIT AIR CONDITIONING UNIT GRD GROUND QTY QUANTITY ppp 0 8'-0" 16'-0" 32'-0" SECTION Nelco Architecture, Inc. / \ 1 _ DE COLLECTIVELY REFERRED TO AS "THE CODE." THE CONTRACTOR CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH 39. THE PRESENCE OF A REPRESENTATIVE OF THE ARCHITECT ON THE SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS THAT OF ALL OTHER VENDORS RETAINED BY THE CLIENT TO JOB SITE DOES NOT IMPLY CONCURRENCE WITH OR THE APPROVAL DISCOVERED TO THE ARCHITECT FOR INTERPRETATION PRIOR TO ASSURE THAT ALL SCHEDULES ARE MET AND THAT WORK PROCEEDS OF ANY WORK. THE CONTRACTOR SHALL CALL TO THE ATTENTION PERFORMING THE WORK, WITHOUT DELAY. OF THE ARCHITECT, IN WRITING, ALL SPECIFIC ITEMS FOR WHICH 2. THE GENERAL CONTRACTOR SHALL CONTACT BUILDING 15. BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND ARCHITECT'S REVIEW IS REQUIRED. MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING CAREFULLY EXAMINE THE AREA AFFECTED BY THE WORK TO 40. UPON SUBSTANTIAL COMPLETION OF WORK THE CONTRACTOR RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND ANY SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE DIFFICULTIES THAT MAY AFFECT EXECUTION OF THE WORK. UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW BY THE REGULAR BASIS AND IN GENERAL ANY SPECIAL OVERTIME G SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE ARCHITECT. UI BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL BUILDING THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR 41. THE CONTRACTOR SHALL MAINTAIN AT THE SITE, ONE RECORD CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED COPY OF ALL DRAWINGS, PERMITS, SUBMITTALS AND SAMPLES ON BUILDING REGULATIONS, WHICH THE CONTRACTOR SHALL OBTAIN WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH WHICH TO RECORD ALL CHANGES DURING CONSTRUCTION. ACCESS PRIOR TO SUBMISSION OF BID. EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL TO THESE SHALL BE PROVIDED FOR THE USE OF ALL TRADES, 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR BOB- VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND CLIENT REPRESENTATIVES AND THE ARCHITECT, DURING ALL REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL PHASES OF CONSTRUCTION. CONTRACTORS' RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS, CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR 42. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES COMMENCEMENT OF ANY CONSTRUCTION. SHALL BE INDICATED TO SCALE IN RED INK ON THE OWNERS AND CHANGE ORDERS. 16. THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND All RECORD DRAWINGS FOR ALL RUNS OF MECHANICAL. AND 4. THE CONTRACTOR SHALL COORDINATE WITH BUILDING LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT ELECTRICAL WORK INCLUDING CONCEALED WORK WHICH DEVIATES MANAGEMENT THE STORAGE OF MATERIALS AND SHALL PROVIDE DURING THE BID SELECTION PERIOD. ANY AND ALL LIMITATIONS, FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF EXCLUSIONS, OR MODIFICATIONS NOT ITEMIZED IN THE BID INCLUDING ALL PUNCHLIST ITEMS, THIS INFORMATION SHALL BE MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH NEATLY TRANSFERRED BY THE CONTRACTOR TO A SET OF TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS AND WILL CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS DRAWINGS, WHICH SHALL BE MARKED "AS BUILT SET" AND COPIES REPAIR AND REPLACE DAMAGE OR LOSSES AT THE CONTRACTOR'S WORK. SHALL BE PROVIDED TO BOTH THE OWNER AMC) THE ARCHITECT. EXPENSE WITHOUT CHARGE TO THE OWNER. 17. EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER WITHIN THREE (3) WEEKS (15 BUSINESS DAYS) OFTHE RECEIPT OF 5. WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION EXISTING DRAWINGS. ALL EXISTING INFORMATION MUST BE THE "AS BUILT SET." APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR SHALL BE GRANTED, OR REASONABLE CAUSE SHOWN AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE VERIFIED IN THE FIELD. NEITHER THE OWNER NOR THE ARCHITECT WHY SUCH APPROVAL HAS BEEN DENIED. CONTRACTOR SHALL: IS RESPONSIBLE FOR ACCURACY OF EXISTING INFORMATION. a. CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW 43. PRIOR TO THE COMPLETION OF THE WORK, THE CONTRACTOR HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO WORK IS NOT PLANNED MAY BE NOT COMPLETELY SHOWN. SHALL ASSEMBLE AND FURNISH THE CLIENT A COMPLETE SET OF TENANT SPACES AND ALLOWABLE NOISE LEVEL DURING 18. WITHIN ONE (1) WEEK (FIVE BUSINESS DAYS), OF THE AWARD OF MANUFACTURERS' CATALOG, OPERATING INSTRUCTIONS, START-UP CHECK LISTS, MAINTENANCE INSTRUCTIONS AND SIMILAR DATA, AS TENANT BUSINESS HOURS THIS CONTRACT, PRIOR TO MOBILIZATION FOR ANY WORK, THE WELL AS ALL GUARANTEE(S) FOR ALL EQUIPMENT AND OPERABLE 'G b. ENSURE THAT CONSTRUCTION OPERATIONS DO NOT BLOCK CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE DEVICES FURNISHED OR INSTALLED BY THE CONTRACTOR UNDER w HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR SHOWING CHRONOLOGICALLY THE PHASES OF THE WORK, AND ALL THIS CONTRACT, AND SHALL ORIENT AND INSTRUCT THE TENANTS OF BUILDING. RELATED WORK FOR COMPLETION OF THE PROJECT. THIS SCHEDULE PERSONNEL DESIGNATED BY THE CLIENT IN THE OPERATION OF ALL z O ut ENSURE AT CONSTRUCTION OPERATIONS DO NOT CAUSE c• m SHALL INDICATE ALL ORDERING LEAD TIMES LENGTH OF TIME FOR C EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED SUCH EQUIPMENT. Q u� INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS COMPLETION DATE. 44. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN THE z� OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND EVENT THAT MOLD OR ASBESTOS IS UNCOVERED. THE OWNER APPROVALS. THE CONTRACTOR SHALL PROPERLY PROTECT 19. THE GENERAL CONTRACTOR AND SUB -CONTRACTORS SHALL ATTEND SHALL RETAIN A QUALIFIED CONSULTANT WHO SHALL ARRANGE ALL FLOORS, MAIL CHUTES AND STAIR DOORS IN PUBLIC JOB MEETINGS REQUIRED BY THIS CONTRACT. FOR THE PROMPT IDENTIFICATION, TESTING, TREATMENT, AREAS SUBJECT TO CONSTRUCTION TRAFFIC. SHOE WIPING 20, ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE REMEDIATION AND STORAGE OF THE MOLD OR ASBESTOS AS MATS WILL BE INSTALLED AT ALL OPENINGS BETWEEN DEPARTMENT PRIOR TO START OF CONSTRUCTION. REQUIRED BY LAW AND GOOD CONSTRUCTION PRACTICES. THE 9� g CONSTRUCTION AREAS AND ALL PUBLIC SPACES. ALL ACTIVE 21. ALL COSTS FOR INSPECTIONS AND/OR TESTS SHALL BE THE ARCHITECT SHALL BEAR NO RESPONSIBILITY FOR WORK RELATED AREAS SHALL BE KEPT CLEAN AND FREE FROM DEBRIS. RESPONSIBILITY OF THE CONTRACTOR, UNO. TO THESE MATERIALS. - d. ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, 22. THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL 45. THE CONTRACTOR IS ADVISED THAT THE PREMISE HAS NOT BEEN .Z' DUST -PROOF PARTITIONS, BARRICADES, FENCES AND TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ALL TESTED FOR LEAD PAINT OR OTHER POTENTIALLY HAZARDOUS = WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, L MATERIALS OR EQUIPMENT TO THE POINT OF USE, AND SHALL BE MATERIALS. THE CONTRACTOR SHALL USE ALL APPROPRIATE DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC, RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF PRECAUTIONS IN THE CARRYING OUT OF ALL CONSTRUCTION s AND PREVENT DAMAGE TO ADJACENT CONSTRUCTION THE SAME IN CONNECTION WITH THIS CONTRACT. OPERATIONS WHICH MIGHT DISTURB SUCH MATERIALS. H WHICH IS TO BE LEFT IN PLACE. 23. DO NOT SCALE THESE DRAWINGS; WRITTEN DIMENSIONS SHALL 46. ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC a e. FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE GOVERN. SHOULD ANY DIMENSIONAL DISCREPANCIES BE LIABILITY INSURANCE AS RE UIRED BY ANY GOVERNING AGENCIES SHEET METAL AND AIR CONDITIONING NATIONAL ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE HAVING JURISDICTION AND COMPLYING WITH STATUTORY CONTRACTORS ASSOCIATION GUIDELINES FOR OFFICE OF THE ARCHITECT. REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. � OCCUPIED BUILDINGS UNDER CONSTRUCTION, TE EDITION TI CONSTRUCTION, 2007, 008.20 (CHAPTER PROTECT STORED SAN 24. LARGE SCALE DETAILS SHALL GOVERN OVER SMALLER SCALE PLANS 47. MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND LIFE S ON -SITE AND INSTALLED ABSORPTIVE MATERIALS FROM TE INSTALLED T AND ELEVATIONS. SAFETY ALTERATIONS AND CONSTREUCION ARE BY OTHERS, UNDER Z3 MOISTURE DAMAGE. SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFFERED .� 25. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' SUBMITTALS. o C IF PERMANENTLY INSTALLED AIR HANDLERS ARE USED RECOMMENDATIONS. ANY DIFFICULTIES ARE TO BE REPORTED TO B DURING CONSTRUCTION, FILTRATION MEDIA WITH A THE ARCHITECT IMMEDIATELY. $ MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 MUST 26. THE CONTRACTOR AND EACH SUB -CONTRACTOR SHALL WARRANTY BE USED AT EACH RETURN AIR GRILLE. ALL WORK PERFORMED BY THEM DIRECTLY FOR A MINIMUM PERIOD 6. CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, OF ONE (1) YEAR, OR AS SPECIFIED IN THE CONSTRUCTION Or ETC, REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY CONTRACT. ALL DEFECTS OCCURING IN THE GUARANTEED PERIOD HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR SHALL BE CORRECTED AT NO ADDITIONAL COST. w BUSINESS HOURS ON AN OVERTIME BASIS IF NECESSARY, UNLESS 27. THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB o PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE. SITE AT ALL TIMES DURING NORMAL WORKING HOURS. 7. THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE 28. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE PROPER CONSTRUCTION OF ANY PART OF THE WORK, SHALL BE w OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS, UNLESS PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY OTHERWISE AGREED UPON. WHERE THE CONTRACT, CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION, AS CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A HOURS. THE NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE, OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE A. JURISDICTION, UNTIL CLIENT ACCEPTANCE OF THE PREMISES. WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED OUT 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SHALL BE FURNISHED IN ALL CASES. C, PROVISION AND MAINTENANCE OF ALL BRACING, SHORING, 29. DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. ENCLOSURES, BARRIERS OR SCAFFOLDING REQUIRED TO PROVIDE A MINOR MODIFICATIONS MAY BE REQUIRED TO SUITE FIELD SAFE WORKING ENVIRONMENT AS DICTATED BY SITE CONDITIONS CONDITIONS. REQUIRED MODIFICATIONS SHALL BE INCLUDED AS ' S AND THE PROGRESS OF WORK. PART OF THE WORK. 9. DURING THE ENTIRE CONSTRUCTION PERIOD, ALL EXITS, EXIT 30. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY LIGHTING, FIRE PROTECTION DEVICES AND ALARMS SHALL BE MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE CONTINUOUSLY MAINTAINED IN CONFORMANCE WITH LOCAL TRADES AND IN ACCORDANCE WITH THE BEST TRADE PRACTICES. g BUILDING CODE AND OTHER GOVERNING ENTITY REQUIREMENTS. 31. THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND ALL EXISTING, SERVICES AND DEVICES SHALL REMAIN ACTIVE, UNO. IE 10. THE CONTRACTOR SHALL PROTECT THE PROPERTY OF THE CLIENT DELIVERY TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT S'. AND THE BUILDING OWNER. INCLUDING, BUT NOT LIMITED TO, REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE , If 'E WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, CONTRACT DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED ITEMS POSE A DELAY TO THE TIME COMPLETION OF THE _ ELEVATORS, DOORS AND FRAMES, ELECTRICAL AND AIR- HA PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT CONDITIONING EQUIPMENT. THE CONTRACTOR SHALL PROTECT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE o ADJOINING PROPERTY. DAMAGE CAUSED BY THE CONTRACTOR'S REVIEWED BY THE ARCHITECT IF SUCH A DELAY IS NOT WORK OR WORKMEN MUST BE MADE GOOD, IN A TIMELY FASHION. ACCEPTABLE. PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE 32. SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY a PERFORMED AT THE COST OF THE CONTRACTOR. THE CONTRACTOR THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE o SHALL BE FULLY RESPONSIBLE FOR ALL SUB -CONTRACTORS, IF THE ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY THE INFORMATION FURNISHED BY THE CONTRACTOR. FASHION, SAID REPAIRS WILL BE MADE BY A CONTRACTOR SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY SELECTED BY THE OWNER'S REPRESENTATIVE AND BACK CHARGED BE USED. 11. ACCORDINGLY. THE CONTRACTOR SHALL INDEMNIFY AND SAVE HARMLESS THE 33. THE CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY �• LANDLORD, THE TENANT, AND ARCHITECT AGAINST ANY AND ALL THE ARCHITECT, FOR ALL MATERIALS AND EQUIPMENT SPECIFIED. IF THE CONTRACTOR, THE OWNER, OR THE OWNER'S CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF o ANY PERSON, FIRM OR INDIVIDUAL, OR FOR PERSONAL INJURIES ATTACHMENT, REVISES A CONSTRUCTION DETAIL, OR IN ANY WAY i (INCLUDING DEATH) ARISING OUT OF, OR SUFFERED WHILE ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE ENGAGED IN, OR CAUSED, IN WHOLE OR IN PART, BY THE DOCUMENTS, WITHOUT THE WRITTEN ACCEPTANCE OF THE o EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND ARCHITECT, SUCH ACTION WILL RELIEVE THE ARCHITECT OF ANY w TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURE(S) AND INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING ATTORNEYS PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE. ' FEES SUSTAINED, AND SHALL OBTAIN A FULL ACQUAINTANCE AND 34. REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR 35. SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT E EMPLOYEES. ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE �i 12. THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE THE RESPONSIBILITY OF THE CONTRACTOR. PERFORMANCE OF ANY WORK, NOR FOR THE MEANS AND METHODS 36. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF a OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB- OBLIGATIONS OR RESPONSIBILITIES FOR DEVIATIONS FROM THE CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS, UNLESS THE - PERFORMANCE OF THEIR CONTRACTS. ARCHITECT IS NOTIFIED AND SPECIFICALLY APPROVES OF, THE m 13. THE CONTRACTOR SHALL PERFORM DAILY CLEANING OF THE JOB DEVIATIONS AT THE TIME OF SUBMISSION. SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROTECT 37. REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR'S FINISHED WORK FROM DAMAGE. IMMEDIATELY PRIOR TO TENANT OBLIGATION FOR COORDINATION NOR WAIVE RESPONSIBILITY C OCCUPANCY, THE CONTRACTOR HALL PERFORM FINAL CLEANING FOR ERRORS AND OMISSIONS IN THE SUBMITTALS, INCLUDING '.. OF THE WORK AREA INCLUDING, BUT NOT LIMITED TO, WET WIPING "FIELD MEASURE." OF FURNITURE, AND CASEWORK, WASHING AND WAXING OF VCT FLOORING AND THE VACUMING OF CARPET. ALL CLEANING SHALL BE s IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. A/E ARCHITECT/ENGINEER GWB GYPSUM WALL BOARD A/V AUDIO VISUAL GYP GYPSUM R ACT ACOUSTICAL CEILING TILE R or HAD RADIUS AD) ADJACENT H RB RUBBER BASE AFF ABOVE FINISH FLOOR H HIGH RBR RUBBER AND 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 REQ'D REQUIRED ARCH ARCHITECT HORIZ NORIZONTAL RET RETURN AUTO AUTOMATIC HR HOUR REV REVISE or REVISION AVG AVERAGE HT HEIGHT RH RIGHT HAND HTG HEATING RHR RIGHT HAND REVERSE B HTR HEATER RM ROOM B/S BUILDING STANDARD HVAC HEATING VENTILATION & RO ROUGH OPENING BETW BETWEEN AIR COND. ROW RIGHT OF WAY BEV BEVELED HW HOT WATER RPM BLDG BUILDING HWY HIGHWAY RSF RENTABLE SQUARE FEET BLK BLOCK ITT RUBBER TILE BURG BLOCKING I RID 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 SO STONE BASE CF CUBIC FEET INT INTERIOR SC SOLID CORE CJ CONTROL JOINT SCHED SCHEDULE CL CENTERLINE I SCHEM SCHEMATIC CIO CEILING JAN CUBS JANITOR'S CLOSET BE SOUTHEAST CLUB CLOSET JB JUNCTION BOX SECT SECTION CUR CLEAR IST JOIST SF SQUARE FOOTAGE CMU CONCRETE MASONRY UNIT IT JOINT SHWR SHOWER COL COLUMN SIM SIMILIAR CONC CONCRETE K SPEC SPECIFICATION(S) CONSTR CONSTRUCTION KD KNOCKDOWN SPKR SPEAKER CONT CONTINUOUS KIT KITCHEN SO SQUARE CONTR CONTRACTOR SQ FT SQUARE FOOT CORR CORRIDOR L SSTL STAINLESS STEEL CPT CARPET L LOW ST STREET Cr 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 STRUCTURED D LHR LEFT HAND REVERSE STRUCTURAL D DEPTH LL LIVELOAD SUSP SUSPENDED DBL 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 ON DOWN MATL MATERIAL T'STAT 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 TERRAZZO E EAST MISC MISCELLANEOUS TG TEMPERED GLAZING EA EACH MO MASONRY OPENING THK THICK EF EXHAUST FAN MTG MOUNTING THRES THRESHOLD EJ EXPANSION JOIN MTL METAL THRU THROUGH ELEC ELECTRIC(CAL) TOC 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 NOT APPLICABLE/NOT TRANSF TRANSFORMER ENGR ENGINEER AVAILABLE TYP TYPICAL EMIR ENTRANCE NE NORTHEAST EQ EQUAL NEC NATIONAL ELECTRIC CODE U EQUIP EQUIPMENT MEG NEGATIVE UC UNDERCUT EW EACH WAY NIC NOT IN CONTRACT UL UNDERWRITER'S EWC ELECTRIC WATER COOLER NO NUMBER LABORATORY EXH EXHAUST MOM NOMINAL UNO UNLOTHESS EXIST EXISTING NRC NO REDUCTION RWISENOTED OTHERWISE EXP EXPANSION NTS COEFFICIENT NOT TO SCALE UPS UNINTERRUPTABLE POWER EXT EXTERNAL or EXTERIOR NW NORTHWEST SUPPLY OR URINAL F USF USABLE SQUARE FOOTAGE FC FOOT CANDLES 0 UTIL UTILITY TOO FLOOR CLEAN OUT OC ON CENTER FD FLOOR DRAIN OCC OCCUPANCY or OCCUPANT V FE FIRE EXTINGUISHER OFF OFFICE V VOLT or VENT FEC FIRE EXTINGUISHER ON OVERHEAD VAR RET VAPOR RETARDER OPG OPENING ES FF FINISHAEFLOOR OPP OPPOSITE VB VIVAR NYL BASE FHC FIRE HOSE CABINET OZ OUNCE(S) VCT VINYL COMPOSITION TILE FIG FIGURE VENT VENTILITATION FIN FINISH P VERT VERTICAL FIXT FIXTURE # lb POUND VEST VESTIBULE FLEX FLEXIBLE % PERCENT VIF VERIFY IN FIELD FLOUR FLOURESCENT PART PARTIAL VOL VOLUME FUR FLOOR PASS PASSAGE VTR VENT THROUGH ROOF FOC FACE OF CONCRETE PED PEDESTAL VWC VINYL WALL COVERING TOM FACE OF MASONRY PERF PERFORATED FOS FACE OF STUD PERP PERPENDICULAR W FP FIRE PROTECTIONS PL PLATE or PROPERTY LINE W WEST or WATT FPL FABRIC PANEL PLANT 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 PRO] PROTECT or PROJECTED WH WATER HEATER G PROP PROPERTYor PROPOSAL WP WATERPROOF GALV GALVANIZED PSF POUNDS PER SQUAREFOOTWET WORKING POINT GC GEN GENERAL CONTRACTOR GENERAL or GENERATOR PSI PT POUNDS PER SQUAREINCHWT PAINT WWF WEIGHT WELDED WIRE FABRIC GFI GROUND FAULT PTN PARTITION INTERRUPTER 1 SIIS ATION 1 SHEET NUMBER SCALE: 1116" ® V-0" A- .S SHEET NUMBER SHEET GROUP DISCIPLINE CODE WALL SECTION TAG NORTH ARROW INTERIOR ELEVATION TAG SECTION 1 DESIGNATION PLAN NORTH /�\"71Y/�\ 1 ELEVATION A-0.1 SHEET NUMBER 4 A-0.1 2 DESIGNATION 3 SHEET NUMBER DETAIL SECTION TAG SECTION 1 DESIGNATION COLUMN SYMBOL & GRID LINES DATUM POINT A-0.1 CX Fµ 7 SHEET NUMBER - - -- -� EXTERIOR ELEVATION TAG SECTION 1 DESIGNATION A-0.1 SHEET NUMBER VERTICAL ELEVATION LEVEL NAME ELEVATION MATCH LINE 02/ A2-1 SHEET NUMBER DETAIL NUMBER CENTERLINE I.--__ ROOM NAME &NUMBER TAG ROOM ROOM lol E102 FURNITURE TAG li EQUIPMENT TAG XX99 SPOT ELEVATION LEVEL NAME PARTIAL PLAN & DETAIL TAG ELEVATION FIT f PLAN OR DETAIL DESIGNATION 1 1 SIM 1 1 4�G SIMILAR DETAIL BREAK LINE LJ SHEET NUMBER LEADERS �- NOTES & KEYNOTE LEADER AREA & EQUIPMENT TAG LEADER PARTITION TAG T- SA F WINDOW TYPE TAG O KEY NOTE DRAWING REVISIONS 1 REVISION NUMBER REVISION DELTA ALIGNMENT (�( NEW CONSTRUCTION TO ALIGN OR ( + FLUSH WITH EXISTING CONSTRUCTION OBJECT STATE (E) EXISTING TO REMAIN (N) NEW (R) RELOCATED (X) EXISTING TO BE REMOVED DOORS F) EXISTING DOOR TO REMAIN FH) NEW / RELOCATED / MODIFIED DOOR �l EXISTING TO BE REMOVED DRAWING TITLE 1 PLAN A-0.1 SW 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)408-8500 TITLE DETAIL NUMBER consultants SCALE SHEET NUMBER Description: No: By: Date: PERMIT REVIEW SET OF 04/22/19 WALL TYPE LEGEND PERMIT SET OF 04/25/2019 Eu 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 C EXISTING CASEWORK( FURNITURE TO BE REMOVED revisions FIRE EXTINGUISHER -iCLO SURFACE MOUNTED CABINET DEVELOPMENT RECESSED CABINET ® 2835 82ND AVE. SE SUITE S-1 L r MERCER ISLAND, WA WALL MOUNTED W/O CABINET client 98040 PLUMBING FIXTURES PACIFIC DENTAL (4 TOILET ® Mop- TENANT IMPROVEMENT UTILITY SINK 6840 FORT DENT WAY, SUITE 241 a URINAL TUKWILA, WA 98168 SINK - SHOWER project name & address ® COUNTER MOUNTED GENERAL NOTES, E WA SINK- WATERCOOLER WALL ABBl&SYMBOLS MOUNTED title sheet e TOILET PARTITION „ atKt TILIi.t'Y. SECEIVED pv CBTY 0,= T UKWILrr L4 RK D00G A6 E9ANS`* t 11 f:1)I'14,1�11l.V<�Ir11 y y PERMIT CENTER eft'25 -zoA REVIEWED FOR seal CODE COMPLIANCE P oj. No: 18.04558.00 Designer: BMT APPROVED Drawn By: CF Reviewed By: NG MAY 0 9 2019 Project Manager: LD Approved By: ME Ci4y of TUkWIla AN-2 BUILDING DIVISION ALL DIMENSIONS AND SITE BY COMMONS C MUST BENTRACT CHECKED AND VERIFIED S SITE 8Y THE CONTRACTOR AND SUB-CONTRAC TORS PRIOR BPERFORM INGTHEWORK. THE ® TRISECT MANAGER SHALL BE NOTIFIED IN OF ANY DISCREPANCIES PFUOR TO PROCEEDING WITHITH THE THE WORK. © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED DEMOLITION PLAN LEGEND DEMOLITION GENERAL NOTES f 1 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL NELSOK NOT IN CONTRACT OF EXISTING CONSTRUCTION AND THE STORAGE AND II a 717� (NIC) REMOVAL OF SAID CONSTRUCTION, AND SHALL MAINTAIN THE Nelco Architecture, Inc. AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITION WITH DAILY REMOVAL OF DEBRIS. COORDINATE CONSTRUCTION TO REMAIN REMOVALS OF OTHER TRADES; REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE. = = = = = PARTITION TO BE REMOVED -- — — — — GLAZING TO BE REMOVED II �I DOOR TO BE REMOVED E _ _ _ CASEWORK TO BE REMOVED (E) EXISTING TO REMAIN (R) EXISTING TO BE REMOVED WALL MOUNTED FOURPLEX ELECTRICAL OUTLET TO BE REMOVED WALL MOUNTED DUPLEX ELECTRICAL OUTLET TO BE REMOVED [ WALL MOUNTED BLANK PLATE TO BE REMOVED B WALL MOUNTED OPEN BOX TO BE REMOVED * WALL MOUNTED LIGHT SWITCH TO BE REMOVED %11 DEMOLITION PLAN AO-1 SCALE: 1/8" = V-0" 0 4' 8' 16' SCALE: 1/8" = V-0" 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 ITEM(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 RUSTPROOF 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 HVAC SYSTEM 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. % CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THE BUILDING MANAGEMENT PRIOR TO IMPLEMENTATION. 10. IN AREA OF WORK REMOVE ALL ABANDONED PLUMBING LINES BACK TO THE RISERS, AND CAP. 11. 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. 12. REMOVE EXISTING FINISH MATERIALS (INCLUDING WALLCOVERING, FLOOR FINISHES, WALL BASE, ETC) THROUGHOUT, U.N.O. PREPARE SURFACES FOR NEW FINISHES. 13. REMOVE DOORS, FRAMES, AND HARDWARE AS NOTED AND SAVE FOR REINSTALLATION U.N.O. 14. REMOVE DEMOUNTABLE PARTITIONS AND RETURN TO MANAGEMENT FOR STORAGE U.N.O. 15. REMOVE AND DISCARD ALL FLOOR FINISHES, MASTIC AND ADHESIVES DOWN TO THE FLOOR STRUCTURE U.N.O. 16, 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. 17. EXISTING CEILING GRID TO REMAIN, U.N.O. MODIFY TO ACCOMMODATE NEW PARTITIONS. 18. SALVAGE FIRE ALARM DEVICES, EXIT SIGNS, LIGHTING AND HVAC DEVICES THAT ARE SCHEDULED FOR REMOVAL FOR REUSE, U.N.O. 19. ALL RELOCATED FIXTURES TO BE IN FULL OPERATING ORDER, 20. REMOVE ALL CABINETRY, SIGNAGE; CORNER GUARDS, SHELVING, EQUIPMENT, EXPOSED BLOCKING, WALL MOUNTED ACCESSORIES (CHALKBOARDS, WALL MOUNTED COAT HOOKS, SIGNAGE, PICTURES, ETC.) U.N.O. 21. PROTECT EXISTING WINDOW TREATMENTS. CONTRACTOR TO REPLACE ANY BLINDS/DRAPES DAMAGED DURING DEMOLITION/CONSTRUCTION. 22. NO STRUCTURAL ELEMENTS SHALL BE REMOVED. 23. X-RAY P.T. SLABS BEFORE CORE DRILLING OR CUTTING. 24. IN AREA OF WORK REMOVE ALL ABANDONED TELEPHONE AND DATA CABLING, 25. CONTRACTOR TO PROVIDE TEMPORARY PARTITIONS TO COMPLY WITH EGRESS REQUIREMENTS DURING CONSTRUCTION. TEMPORARY PARTITIONS TO BE FIRE RATED WHERE REQUIRED. C'1r "' fl_!KvVll_ti PER 2 9 2313 P'=P11� (WE IE D FOR CODE COMPLIANCE APPROVED i MAY 09 2019 City Of Tukwila BUILDING DIVISION 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)408-8500 consultants Description: No: By: Date: PERMIT REVIEW SET OF 04/22/19 PERMIT SET OF 04/25/2019 revisions JCR DEVELOPMENT ® 2835 82ND AVE. SE SUITE S-1 f MERCER ISLAND, WA 98040 client PACIFIC DENTAL TENANT IMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address' 014 • • ' ], sheet title N4 tt) Nft iti ltL(tdtir --^�- �xhTiifrl MARK DQllGIA3f_yANS,. vinfcal nnnvpvu rnN20 p��' M Proj. No: 18.04558.00 Designer: BMT Drawn By: OF Reviewed By: NG Project Manager: LD Approved By: ME AO-1 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 DISCREPANass PRIOR TO PROCEEDING WITH THE WORK. © NELSON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED CONSTRUCTION PLAN SCALE: 1/8" = V-0" 0 16' SCALE[ 1/8" = 1. CONSTRUCTION PLAN LEGEND .A NOT IN CONTRACT IJ (NIC) NEW PARTITION NEW GLAZING NEW DOOR 8L RELITE PARTITION TYPE ALIGN NEW CASEWORK (N) NEW DP FIRE EXTINGUISHER CABINET CONSTRUCTION PLAN KEYNOTES 101 PROVIDE AND INS -FALL GLASS INSERT IN DOOR TO MATCH DOOR TYPE FG, PER DOOR SCHEDULE ON SHEET A9-1. 102 INFILL WALL OPENING LEFT BY REMOVAL OF DOOR. MATCH EXISTING WALL THICKNESS. PREP AND PATCH GWB TO MATCH ADJACENT WALL CONDITIONS. 103 PATCH AREAS WHERE CASEWORK AND OUTLETS/SWITCHES HAVE BEEN REMOVED. PREP AREAS FOR APPLICATION OF NEW FINISHES. 104 PROVIDE NEW PLUMBING AS NEEDED FOR BREAK ROOM. CONSTRUCTION GENERAL NOTES 1. CONFLICTS BETWEEN SITE CONDITIONS AND DRAWINGS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 2. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE AND IN PROPER ALIGNMENT, U.N.O. 3. ALL DIMENSIONS ARE TO FINISH CONSTRUCTION, U.N.O. DIMENSIONS NOTED "HOLD" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN t 118" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. "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 :t 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.O. 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.O. 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. EXTEND GYPSUM WALLBOARD AND FRAMING AT EXISTING PARTITIONS AND COLUMNS, TO 6", (MINIMUM) ABOVE SUSPENDED CEILING WHEN NEW CEILING HEIGHTS ARE ABOVE THE EXISTING CEILING HEIGHT. 10. ALL PARTITIONS ABUTTING COLUMNS ARE TO ALIGN WITH THE FACE OF THE COLUMN, U.N.O. 11. WHERE NEW PARTITIONS ABUT EXISTING SURFACES, REMOVE EXISTING CORNER BEAD AND PROVIDE SMOOTH FINISH AT INTERSECTION. 12. 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. 13. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE VINYL OR METAL EDGE TRIM. 14. REFER TO THE PARTITION TYPES FOR PARTITION THICKNESS. NELSOK Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)408-8500 consultants Description: No: By: Date: PERMIT REVIEW SET CF 04/22119 PERMIT SET OF 04/25/2019 15. CONSTRUCTION OF FIRE -RATED PARTITIONS, INCLUDING TAPING (' E C E I V E. D AND FINISHING OF GYPSUM WALLBOARD FOR FULL HEIGHT TO CR V OF TUKVPH_,,, STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH UL SPECIFICATIONS TO ACHIEVE RATING INDICATED. APR 2 9 2019 16. ACOUSTICAL (SOUND -ISOLATION) PARTITIONS SHALL BE SEALED FOR FULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. PERMIT CENTER TAPE AND FINISH ALL GYPSUM WALLBOARD JOINTS AND FASTENERS (INCLUDING ABOVE SUSPENDED CEILING). CAULK AT PERIMETER AND SEAL AT ALL PENETRATIONS. 17. 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 )-BEAD AT TOP OF GYPSUM WALLBOARD, WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6`0" AND NO JOINTS GREATER THAN 3/16", U.N.O. CAULK PERIMETER AT TOP OF GWB. 18. PROVIDE GROUNDS AND BLOCKING IN METAL STUD WALL FRAMING FOR SUPPORT OF CASEWORK, 5HELF-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 MANUFACTURERV REQUIREMENTS. 19. ALL HINGED DOORS TO BE 4" FROM NEAREST PERPENDICULAR PARTITION, U.N.O. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB. ALL DOORS SHALL HAVE 1-4" CLEAR ON TH E STRIKE/PULL SIDE OF DOOR AND 1`0 CLEAR ON THE 6 STRIKE/PUSH SIDE (IF THEY HAVE BOTH A LATCH AND A CLOSER) VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITIONS. 20, THE CONTRACTOR SHALL ESTABLISH A SINGLE FLOOR ELEVATION T BE USED TO SET THE TOP OF ALL DOORS SUCH THAT THAT IS To THE TOP OF ALL DOORS OF THE SAME HEIGHT WILL ALIGN REGARDLESS OF VARIATIONS IN THE FLOOR SLAB OR FINISHED FLOORTHICKNESS, ti revisions 9 mem k I 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 client PACIFIC DENTAL TENANTIMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address sheet title 21. PROVIDE DOUBLE STUDS AT DOOR HEADER AND JAMBS. IN TALREVIEVVED FOR t ADDITIONAL STUDS IN EXISTING PARTITIONS AT NEW CKK ODE COMPLIANCE OPENINGS IN ORDER TO PROVIDE DOUBLE STUDS. APPROVED 22. METAL STUDS AT PARTITIONS TO RECEIVE CERAMIC TILE A kE TO BE 20 GAGE (MINIMUM) @ 16"O.C. (MAXIMUM). REFER TO THE MAY 0 9 2019 FINISH PLANS FOR TILE LOCATIONS. 23. PROVIDE DIAGONAL STUD BRACING TO SLAB ABOVE @ 48" ).C. City of Tukwila AT DROP ARCHES/BULKHEADS. S L�UILDING DIVISION 5 24. GYPSUM WALLBOARD AT BOTH SIDES OF ALL PARTITIONS WITH seal PLUMBING ROUGH -IN HE G BATHROOMS PANTRY JANITORS I all* # &I N NJ Wk -RH ,,a BIT 11AMIa ,4 Irb -701 I — CLOSET, WET COLUMNS) SHALL BE WATER-RESISTANT. Proj. No: 1&04558.00 Designer: BMT . Drawn By: CF Reviewed By: NG 25. PROVIDE VERTICAL CONTROL JOINTS 30'O.C. MAX. IN ALL GWB Project Manager: LIT Approved By: ME PARTITIONS LONGER THAN 30'. WHEN POSSIBLE CONTROL 6i JOINTS SHOULD BE LOCATED ABOVE THE CORNER OF A DOOR. 26. ALL NEW PARTMONS TO MATCH TYPE 1C, LINO. SEE Al SHEET A9-1. NDITIOUS MUST BE CHECKED AND SITE ALL DIMENSIONS AND Cc VERIFIEDON BYTHECONTRACTORAND SUB-CONTRARTORS PRIOR TO PERFORMING THE WOW THE PROJECT MANAGER SHALL BE NOTIFIIN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK 0 NELSON WORLDWIDE. U-C 2019 ALL RIGHTS RESERVED �11 REFLECTED CEILING PLAN A2-1 SCALE: 1/8" = V-0" 0 4' ! 8' 16' SCALE: 1/8" = V-0" RCPLEGEND NOT IN CONTRACT (NIC) ACT I CEILING TYPE & HEIGHT 9'-0 2'X4' ACT ® ® EMERGENCY EXIT SIGN (ARROW SHOWS DIRECTION) 3, 3- WAY WALL MOUNTED LIGHT SWITCH yl. WALL MOUNTED LIGHT SWITCH (N) NEW (R) RELOCATED EXISTING 2'X4' AND 2'X2' RECESSED u FIXTURE TO REMAIN r = �7 r 1 EXISTING 2'X4' AND 2'X2' RECESSED L- = J L A FIXTURE TO BE REMOVED OR NEW 2'X4' AND TXT X GO RECESSED FIXTURE RECESSED . ." FO EMERGENCY 2'X4' AND TXT RECESSED FIXTURES LIGHTING CALCULATION EXISTING CEILING GRID, TILE AND FIXTURES TO REMAIN. EXISTING LIGHTING LAYOUT USES 62 FIXTURES. THE NEW LAYOUT RELOCATES 21 AND REMOVES 0 OF THE EXISTING FIXTURES. (21) / 62 x 100 = 33.87 % WHICH IS LESS THAN THE 50 % ALLOWABLE CHANGE PER 2015 WSEC LIGHTING ALTERATION EXCEPTION C503.6. THE NEW LAYOUT HAS LESS WATTAGE THAN THE EXISTING LAYOUT. RCP GENERAL NOTES 1, THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. ALL MEP -FP DEVICE LOCATIONS NOT SHOWN ON DRAWINGS, OR IN CONFLICT WITH MEP/FP DRAWINGS, ARE TO BE COORDINATED WITH ARCHITECT PRIOR TO INSTALLATION. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS; IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH THE WORK. 2. 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, 3. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER WITHIN ONE COVER PLATE U.N.O. 4. ALL FIXTURES AND DEVICES TO BE UNDERWRITERS LABORATORIES INC. (UL) LABELED. 5. 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. 6. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, LAMPS, AND SEISMIC BRACING. 7. 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. B. PROVIDE BLOCKING ABOVE CEILING REQUIRED FOR ALL CEILING MOUNTED EQUIPMENT. PROVIDE ADDITIONAL SUPPORT FOR LIGHT FIXTURES AS RECOMMENDED BY FIXTURE MANUFACTURER. 9. CONTRACTOR TO VERIFY ALL PENDANT FIXTURE HEIGHTS WITH ARCHITECT PRIOR TO INSTALLATION. 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 RCP KEYNOTES SYSTEMS AND EQU P ENT REQUIRING ACCESS SHACE, MATCH ADJACENT CEILING LL BEH U.N.O. 201 REBALANCE HVAC AS NEEDED TO ACCOMMODATE NEW LOCATED AT ACCESSIBLE CEILINGS - ACCESS PANELS NOT SHOWN LAYOUT. 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(rELEPHONE CABLES HAVE BEEN INSTALLED. 14. PATCH ALL HOLES IN EXISTING FIREPROOFING AT BEAMS AND COLUMNS TO RESTORE THE REQUIRED FIRE RATINGS. 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. 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). 22. REPLACE ANY DAMAGED OR MISSING ACT TILES. TO MATCH EXISTING. t¢EC APP 2 9 SO PE?[.IIT CENTER DREVIEW�EDFORCEION NELSO Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)408.8500 consultants Description: No: By: Date: PERMIT REVIEW SET CF 04/22/19 PERMIT SET Cr 04/25/2019 revisions JCR DEVELOPMENT 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA 98040 client PACIFIC DENTAL TENANTIMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address - REFLECTED CEILING PLAN sheet title Cl- ......D 04.25.7A1% M Proj. No: 18.04558.00 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: LD Approved By: ME 2 - .1. ALL DIMENGIONS AND CONDFIIONS MUST BE CHECKED AND t VERIFIED ON SITE BY THE CONTRACTOR AND SUa-CONTRACTORS PRIOR TO PERFORMING THE WORK THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. O WISON WORLDWIDE LLC 2019 ALL RIGHTS RESERVED Fn Fn I. 48" SPACE FOR COPIER 1, EQ. 1, Eq L 36" L %11 COPY AREA CASEWORK ELEVATION ��l SCALE: 3/4" = V-0" 36" 66" SEE RCP -7#- SCHEDULED CEILING T-O' INTERIOR: ;—cc WHITE MELAMINE FRAME: 3/4" PARTICAL I BOARD; '0 ADD FRTW BLOCKING KING 'C 'd AS REQUIRE ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 314.'PARTICLE BOARD; (2) SHELVES PER CABINET U.N.O. DOOR: PLASTIC LAMINATE ON 3/4.'PARTICLE 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 PARTITION SCHEDULED PARTITION 4" BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON 314" THICK PARTICLE BOARD. DRAWER: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD FRONT WITH 1/2" HARDWOOD SIDES AND 1/4" HARDWOOD BOTTOM SCHEDULED HARDWARE ADJUSTABLE SHELVES: PLASTIC LAMINATE ON 3/4" PARTICLE BOARD; (1) SHELF PER CABINET U.N.O. 22M PLASTIC LAMINATE ON 3/4" PARTICLE BOARD SCHEDULED BASE LINE OF FINISHED FLOOR NOTE: DASHED AREA INDICATES ACCESSIBLE KNEESPACE CLEARANCE AND MUST BE FREE FR OBSTRUCTION. T-00- INTERJORI WHITE MELAMINE r7 —6" fl Y V. C' APP, 2 9 2919 PE2-,.',J1T GL-NTLR REVIEWED DIVISION OR REVIEWED F CODE COMPLIANCE �I APPROVED t mAy 0 9 2019 City of Tukwila BUILDING SCHEDULED PARTITION 4' BACKSPLASH TO MATCH COUNTERTOP WHERE OCCURS (SEE ELEVATION); PROVIDE CLEAR SEALANT AT WET LOCATIONS WHERE BACKSPLASH IS NOT SPECIFIED COUNTERTOP: PLASTIC LAMINATE ON 3/4" THICK PARTICLE BOARD PROVIDE'RAKKS'CLEAT @ SIDE WALL IF NO ADJACENT CABINETS ARE AVAILABLE FOR 0 COUNTERTOP SUPPORT; PROVIDE'RAK CONCEALED BRACKET AT ANY OPEN ENDS AND AT ANY UNSUPPORTED LENGTHS GREATER THAN 36!'. SCHEDULED HARDWARE PROVIDE VALVE FOR WATERLINE SUPPLY APRON & DOOR: PLASTIC LAMINATE ON 3/41' PARTICLE BOARD; PROVIDE INTEGRAL TOEKICK LINE OF FINISHED FLOOR, CONTINUE TO WALL NELSON Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206) 408-8509 consultants Description: No: By: Date: PERMIT REVIEW SET CF 04/22/19 PERMIT SET CF 04/25/2019 revisions 2835 82ND AVE. SE SUITE S-1 MERCER ISLAND, WA IN 98040 client PACIFIC DENTAL TENANT IMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address CASEWORK DETAILS sheet due seal Pr0j. No: 18.04558.00 Designer: BMT Drawn By: CF Reviewed By: NG Project Manager: LD Approved By: ME ,/ �2 BREAK ROOM CASEWORK ELEVATION k,� �-1 SCALE: 3/4" = V-0" UPPER & LOWER CASEWORK - PLAM ( �4 ACCESSIBLE SINK WITH DOOR - PLAM SCALE: 11/2" = V-O" SCALE: 11/2" = V-0" 004,Y011 ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BY THE CONTRACTOR AND SUB -CONTRACTORS PRIOR TO PERFORMING THE WORr. THE PROJECT MANAGER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. C NELSON W05LDWEDE, LUC 2019 ALL RIGHTS RESERVED EXISTING DOOR AND FRAME SCHEDULE DOOR FRAME SIZE FIRE HOW. NUMBER ROOM NAME _ WIDTH HT 1 THICK TYPE TYPE LABEL GROUP NOTES 200 RECEPTION T-0" 8'-4" 1-3/4" F D 1 201 TELECOM T-0" 8'4- 1-3/4" F D -- 15 202 CONFERENCE 3'-0" 8'-4" 1-3/4" FG DR __ 1 ........_.......................... 204 STORAGE 3'-0" 8'-4" 1-314" F D -- 15 207 OPEN WORKIHALL T-O" W-4' 1-3/4' F D 208 OFFICE 3'-0" e'-4" 1-314" F DR 4 209 OFFICE 3'-0" e'-4" 7-3(4' 4 210 -BREAK ROOM 3'-0" 8'-4" 1.3f4" F p - 1 _ 211 STORAGE 3'-0" 8'-4" 1-3/4" F D 15 _ 212A PEN WORK ARE T-O" 8'-4" 1.314" F D 23 212E PEN WORK ARE 3'-0" 8'4" 13l4" F I D 23 ASS DOOR TYPE IF DOORTYPE FG FLUSH FLUSH WITH FULL GLASS �i DOOR, RELITE & FRAME ELEVATIONS A9-1 1/4" = 1'-0" SEE ST CHEDULESE�PLAN —TEMPERED SAFETY G X 1 \ "v DOOR+ RELITE FRAME TYPE DR FULL HEIGHT LASS SEE SCHEDULE \ / o \I v X DOOR FRAME TYPED FULL HEIGHT I. 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. 1 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 BUILDINGSTANDARDS, U.N.O. B. 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. 9. ALL NEW DOORS AND FRAMES TO MATCH B/S, UNO. HARDWARE GROUPS GROUP I - B/S PASSAGE SET- SINGLE DOOR (interior, non -lockable, non -rated) GROUP 4 - B/S OFFICE LOCKSET - SINGLE DOOR W / CLOSER (interior, locking both sides: key/thumb turn) GROUP 15 - B/S STORAGE ROOM LOCKSET - SINGLE DOOR (locks automatically, unlocks with key: outside) GROUP 23-B/S EGRESS DOOR - SINGLE W/PANIC BAR GALV. STEEL DEEP LEG STRUCTURE DEFLECTION TRACK. ANCHOR TO STRUCTURE WITH HILTI X-U (OR XU19) UNIVERSAL KNURLED SHANK POWDER DRIVEN FASTER WITH MIN. 1" EMBEDMENT @ 16" O.C. GALV. (FOLLOW MANUFACTURER'S INSTRUCTIONS). TTT SCHEDULED CEILING TILE & GRID ILV (2) #10 SCREWS LATERAL BRACING TENANT WALLS (NO CASEWORK) S'MAX 8' MAX B' MAX B' MAX 8' MAX 8' MAX 2' MAX �-� LATERAL BRACING PER DETAIL NOTES: ABOVE (TYP.) I. 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) 1 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. 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" GINS, BOTH SIDES. SOUND ATTENUATION BLANKET (FULL STUD ...._ DEPTH), REQ'D @ 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 IC NON -RATED; U.O. CLG - 2 1/2" STUDS ID NON -RATED; U.O. CLG W/ ACOUS. INSUL. - 2 1/2" STUDS (21 PARTITION TYPE 1 A9-1 SCALE; NA EXISTING STRUCTURAL DECK _L EXISTING AS INDICATED ON CONSTRUCTION PLAN LINE OF FINISH CEILING HEIGHT VARIES, REFER TO RCP FOR DETAILS, REFER TO FINISH SCHEDULE FOR CEILING TYPE 1 LAYER, 5/8" GWB. EXTEND TO 6" ABOVE FIN. CEILING 718" MIT. FURRING CHANNELS, 16" O.C. MAX, L/240 MAX. FURRING SIZE MAY VARY DUE TO LAYOUT DIMENSIONS (VERIFY FEILD CONDITIONS AND PLANS) SSA NON -RATED; ONE SIDED FURRING %31 PARTITION TYPE 11 A9-1 SCALE: NA NON—STRUCTURAL METAL FRAMING NOTES AND LIMITING HEIGHTS 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 .THICKNESS LISTED IN THE CHARTS PROVIDED BELOW: • CONTRACTOR SHALL FIELD VERIFY FRAMING HEIGHTS OF EXISTING STRUCTURES PRIOR TO ORDERING MATERIALS. • SUBSTITUTIONS: CONTRACTOR SHALL SUBMIT SUBSTITUTIONS FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION OF PARTITIONS. B. NON-STRUCTURAL METAL FRAMING LIMITING HEIGHTS ARE BASED ON BUILDINGS WHERE THE HEIGHT FROM FLOOR LEVEL TO THE STRUCTURAL SYSTEMS MAY BE ONE OR MORE OF THE FOLLOWING CONDITIONS: • FLOOR SLAB TO ROOF DECK OF SINGLE STORY BUILDINGS: TYPICAL FRAMING 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, "600S162-54": 600 = 6" MEMBER DEPTH, S = CST (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 5/8" = (362); 6" = (600); B" = (800) COMPC1. T NON-CTc11 I1cA1 1 4Y1 _ _ _ Gauge 2mgal 23 ga 18ga 16 14m & Phil;m2m m4 l Stud Spacing LIMITING HEIGHTS - Size O.C. *Note #1 21/2" 24" IV-3" 12'_2" 12'_7" 12'-5" 13'-6" (250) 16" 12-30" IT-11" 14'-5" 14'-3" 14'-9" 12" 14'-2" IT-4" 1540" 15'-8" 154' 3-5/8" 24" 13'-2" 14'-5" 14'-6" 15'-3" 16'4" 17-8" (362) 16" IT-2" 16'-6" 16'-7" 17'-5" 18'-0" 19'-7" 12' I6'4" 18'_2" 18'-3" I9'-2" 19'_7" 21'1" 61. 24" 16"1" 21'-3" 21'-6" 22'-3" 125-7" 27'-0" 28'-9" (600) IS" 20%1" 24'-4" --1" 25'-6" 28'-3" 3W-0" 32'-0" 12" 22'_9" 26'_g" 27'-1" 28'_1" 380.7" 3216" 34'-8" B„ 24" 30'_6" 32'_6"... 35•_9" (800) 161 12 34'-4" 36'_8" 39'-0" 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 L/240 (PER 2015 IBC TABLE 16043). NON -COMPOSITE NON-STRUCTURAL METAL FRAMING LIMITING HEIGHT CHART Gauge 25 ga 22. 20 ga 20 ga 18 ga 16 ga 14 Be & mil: 18 mil 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil Stud Spacing LIMITING HEIGHTS Size, O.C. *NDIA#1 2-1/2" 24" 8'-3"^ 9'-10" 10'-2" 10'-6" it 5" _ (250) 16" 9'-7"^ 11'-3" 11'-7" 12'-0" 13'-0" 12" 10'-61'^ 12'-5" 12'-9" 13'-2" 14'-4" 3-5/8" 24" Y-3" 12'-5" ITA" 1W-0" 15'-3" 16'-4"# 17'-5"# (362) 16" 11'-4" 15'-0" 15'-6" 16-4-17'-S" 18'-8"# 9'-11"# 12" 13'-1" —.. 16-6" 17'-0" 17'-7" 19'-2" 20'-6"# 1"11"1 6„ 24" 1T-6"+ 18-10' 20'-6" 22-10" 24'_6" 26'-2' (600) 16" 21'_6"* 22'-Il' 23 -9" 26'-L" 28'-0" 30'-0" 12" 2414"* 25'-2" 26'-2" 28'-9" 30'-10" 33'-0" 6" 24" ........ 8° 31' 1" 3T-4" (800) 16" ;;J36-I" 9" 3S_7" 38'-1" 7.2 39'-2" 41'-11" REVIEWED FOR CODE COIMiPLIANCE APPROVED MAY 09 2019 City of Tukwila BUILDING DIVISION * NOTES: I. NON -COMPOSITE MINIMUM LATERAL LOAD 5 PSF (PER 2015 IBC SECTION 1607.14) AND L/240 (PER 2015 IBC TABLE 1604.3) ARE REQUIRED. 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 CONTROL. * : REQUIRES WEB STIFFENERS REQUIRED AT ENDS. ^ : HEIGHTS APPLY TO "BRACED AT 48" O.C. METAL FRAMING". # : HEIGHTS APPLY TO "FULLY BRACED METAL FRAMING". 1 1 K. 'G'Er 2 9 2'1-`9 NELSOK Nelco Architecture, Inc. 1200 Fifth Ave. Suite 1300 Seattle, WA 98101 Phone: (206)408-8500 consultants Description: No: By: Date: PERMIT REVIEW SET OF 04/22/19 PERMIT SET OF 04/25/2019 revisions JCR DEVELOPMENT ® 2835 82ND AVE, SE SUITE S-1 t • MERCER ISLAND, WA 98040 client PACIFIC DENTAL TENANTIMPROVEMENT 6840 FORT DENT WAY, SUITE 241 TUKWILA, WA 98168 project name & address DOOR SCHEDULE, DOORS & FRAMES, & PARTITIONS sheet title 11tTTdj! C'f NARK tl0UG1.1A8 EVAhB^^ ann.01 >, +yuv:,,{{roK �� • Proj. No: 18.04558.00 Designer: BMT Drawn By: OF Reviewed By: NO Project Manager: LD Approved By: ME i ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED ON SITE BYTHE CONTRACTOR AND SUBCONTRACTORS PRIORTO PERFORMING THE WORK THE PROJECT MANAGER SHALL BE NDTIFIED IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK © NELSON WORLDWIDE LLC Mrs ALL RIGHTS RESERVED